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Home My WebLink AboutLUA06-139ILr www.hartcrowsercom MARTCROWNS? April 29, 2013 CITY OF RENTON• RECEIVED Jeffrey Bauman JUN 2 4.:2014 PACCAR Inc. 777- 106th Avenue NE. BUILDING-DIVISIONBellevue, WA 98004 Re: Preliminary Geotechnical Recommendations PACCAR PartsDistribution Center Renton,Washington 17946-00 Dear Mr. Bauman: This letter report presents our preliminary foundation design conclusions and recommendations for the new PACCAR Parts Distribution Center in Renton, Washington. ' Site Description The project site is located at the PACCAR facility in Renton at the southeast corner of the intersection of North Fourth Street and Houser Way (Figure 1). The site is within the Cedar River valley, with ground surface elevations ranging between 36 and 43 feet. The ground surface elevations are based on Lidar survey data provided to us by Barghausen Consulting Engineers. There is a 3.5-foot vertical datum difference between the Lidar survey elevations and the previous topographic survey for the PACCAR site. Figure 2 shows the PACCAR site and the proposed. location of the new Parts Distribution Center(PDC). The PDC will be roughly square in plan with a footprint of approximately 250,000 square feet. Subsurface Conditions In early April, two deep geotechnical explorations were advanced and evaluated for the proposed building site. Two-cone penetrometer probes were also advanced. Locations of these explorations are shown on Figure 2. The boring logs and corresponding field and lab data are provided in Appendices A and B, respectively. Using the exploration data, we developed two generalized subsurface cross sections for the site. " One section cuts across the site west to east (Figure 3) and the other cuts diagonally through the site (Figure 4). The locations of the cross sections are shown on Figure 2. • 1700 Westlake Avenue North,Suite 200 Seattle,Washington 98109-6212 1 Fax 206.328.5581 j Tel 206.324.9530 A PACCAR Inc.. 17946-0.0 April 29, 2013 Page 2 As expected, subsurface conditions at the site are typical for this part of the valley.. Our explorations encountered alluvial soils to depths approaching 90 to 100 feet. This alluvium consists of highly variable and interlayered silt, clay, gravel, and sand. At depth, we encountered very dense. glacial soils that represent the lower boundary of compressible soils that would control foundation_ design. Of particular interest are the layers of organic peat soils interlayered with the sand and silt layers. The organic peat will tend to settle significantly, and this settlement will continue over a long period. There does not appear to be a single or multiple discrete layers of peat. Rather, we observed the peat typically in 2-inch-to 6-inch-thick lenses. In boring HC-2, 5-foot-thick interlayered peat and organic silt was observed, but at the nearby historical boring GT-7 and probe GPR-8, this layer was not observed.: This change in subsurface conditions illustrates the variability of compressible soils at the site. In the essentially continuous CPT probes, organic material was not observed in either exploration. However, multiple layers of fine-grained material such as silt and clay were observed, which also contribute to consolidation settlement that will continue over long periods. Groundwater was encountered in the two deep borings at 10 feet below ground surface. This depth corresponds to approximate elevation 29 feet. The groundwater elevation contour map for the PACCAR site (2006) for the shallow wells indicates that the groundwater ranges from elevation. 35.5 feet(32.feet previous datum) at the northeast corner of the site to elevation 29.5 feet (26 feet previous datum) at the southwest corner of the site. We recommend using a groundwater elevation of 29.5 feet in the southwest corner of the building (generally within the building footprint), and 35.5 feet in the.northeast corner of the property for preliminary planning and design.. purposes. Our subsurface description is based on the information that is currently available. In our opinion, the borings performed so far are not enough to provide final design recommendations given the size and variability of the site. As mentioned in our proposal, we recommend several additional explorations for the geotechnical design study to help us evaluate the subsurface conditions. Nevertheless, the nature and extent of variations in subsurface conditions between the locations of our borings and across the site may not become evident untilconstruction begins. If significant subsurface variations appear in the next phase of the project or during construction, it will be necessary to re-evaluate our recommendations that are presented in this letter report. ITN PACCAR Inc. 1.7946-00 April 29, 2013 Page 3 FOUNDATION CONSIDERATIONS Although foundation loads have not yet been-established, we understand that the building will be predominantly steel frame construction with perimeter concrete stern walls about 10 feet tall. Therefore, wall loads are expected to be quite light. Interior column loads have not yet been established, but we have assumed typical column loads on the order of 100 to 125'kips. Floor loads have not yet been finalized; however, based on conversations with the design team, we have assumed that the design floor load would not exceed 500 psf. Site Pretreatment In our opinion, based on the assumed building loads, shallow foundations and slabs-on-grade could be used to support the building if the site is treated to accommodate settlement We recommend implementing a preload and surcharge program to precompress the site soils. Preloading works by temporarily placing soil in the building area that is approximately equal to the weight of the building, so the underlying site soils are precompressed. The preload fill is allowed to stay in place long enough for the underlying soils to fully consolidate. Based on explorations from this preliminary phase and our previous experience in the area, we estimate this primary consolidation the preload duration) would_take 4 to 8 weeks. In addition to,preloading to accommodate the building load, we will also need to accommodate the long-term, time-dependent settlement caused by the.organicand fine-grained soils at the site. Peat soils and fine-grained soils will tend to continue to consolidate and settle over time. This time- dependent settlement can be reduced by placing additional preload weight on the building area for some period of time. This additional weight is referred to as a surcharge. Given the loads cited above and an assumed in-place fill density of 125 pcf, we anticipate a preload height of 4-1/2 feet(i.e., 4 feet of preload and an additional 1/2 foot to account for the settlement that will occur under the weight of the preload). We also anticipate the need for a surcharge.of about 4-1/2 feet to account for the time-dependent settlement that will occur over the design life of the structure, which is assumed to be 40.years. Due to the size and variability of the site, we estimated the magnitude of time-dependent settlement at the southeast side of the site (HC-2) and at the northwest side of the site (HC-1). The time- dependent settlement for the building (modeled as a 4-foot preload) varies from 8 to 12.inches. The additional 4-1/2 foot surcharge during the 4-to 8-week preload duration would result in approximately 8 to 10 inches of settlement. During the design life, the residual settlement that will occur after removing the surcharge load is estimated to be up to 2 inches, but is variable across the site. Residual settlement (occurring beyond the design life of the building) is estimated to be 1 to 2 WWI Int PACCAR:Inc. 17946-00 April 29, 2013 Page 4 inches. The time-dependent settlement in layers at depth control this ongoing settlement, and is expected to have low impact to the building. Differential settlement is estimated to be half of the residual settlement. The height of the preload and surcharge results in a total fill height of about 9'feet measured from finished floor elevation preload height is equal to the weight of soil removed and not the weight placed). The full-height preload and surcharge fill should extend,outward at least 5 feet.from,the edge of the building. To avoid undesirable settlement of existing structures and utilities, we recommend that the toe of the preload and surcharge is placed at least 25 feet away from these existing features. Given the size of this building, the preload and surcharge fill will require a substantial amount of fill material. At this stage of design, we understand that the preload and surcharge fill will need to be placed at the same time. If the schedule changes, it may be possible to economize on the amount of fill needed by phasing the preload and surcharge operation. For example,we could preload/surcharge one half of the building and then move the fill to the other half after the appropriate consolidation time. This could also be done in thirds. This type of operation is typically referred to as a rolling surcharge. SETTLEMENT MONITORING PROGRAM To assess the performance of the preload/surcharge fill, a settlement monitoring program will be necessary. Without settlement monitoring, the preload/surcharge must be left in place for the full time planned, and predicted post-construction building settlement would still be.regarded as approximate. With proper instrumentation, the settlement progress can be more closely monitored, future settlement can be predicted with more confidence, and the basis of the design can be verified. By analyzing the monitoring data, we can revise the design, if necessary, or remove the surcharge early, if possible. The decision to remove the preload/surcharge fill early or to revise the design would be based on the settlement rate, the construction benefits, and the residual settlement predicted for the building. For the settlement monitoring program, we recommend the following steps. Install settlement plates at strategic locations, including settlement plates throughout the building footprint. ILI PACCAR Inc. 17946-00 April 29, 2013 Page 5, A surveyor should obtain initial settlement plate elevations immediately after the plates are placed and before any fill is placed. Obtain readings by standard differential leveling to the nearest 0.01 foot. . During fill placement, the settlement plate rods will need to be extended by coupling pipes together.. A'survey reading should be made immediately before and after the pipe extension is installed. The surveyor must establish a series of benchmarks outside the area of settlement influence; we estimate that a minimum.distance of 300 feet is sufficiently far away from the preload site to obtain reliable survey readings. Settlement-sensitive utilities located within 25 feet of the toe of the preload fill should be incorporated into the monitoring program. Depending on survey readings, the preload/surcharge may need to be removed upon the recommendation of the geotechnical engineer. During the first 2 weeks, obtain readings three times per week. After the first 2 weeks, the frequency may be reduced to twice per week. After 4 weeks, the frequency may be reduced further, to once per week, but only upon the recommendation of the geotechnical engineer reviewing the survey data. Retain Hart Crowser to review the settlement plate_data on a regular basis as they are obtained. This will allow us to make recommendations about placement of additional fill and preload duration. Foundations Once preloading is completed, the building can be founded on shallow footings and slabs-on-grade. We recommend the following design parameters. Footings can be designed for an allowable soil bearing pressure equal to 2,000 psf. All footings should be at least 24 inches wide and the bottoms of the footings should be at least 18 inches below the lowest adjacent grade. The upper soils at the site are loose and maybe unsuitable for direct support of the footings. We recommend providing an allowance for overexcavation below the footings and replacement with densely compacted fill. Two feet of overexcavation and backfill should be ifs Vtill PACCAR,Inc._ V 17946-00 April 29, 2013 Page 6 allowed for in all areas for all footings. The actual required depth will depend on conditions V encountered and, therefore, the need for overexcavation should be assessed in the field on a footing-by-footing basis. Slabs-on-grade can be used for support of the floor slab, provided the upper 24 inches of subgrade have been recompacted to 95 percent of the maximum modified Proctor dry density. This may require some overexcavation and some moisture conditioning and recompacting of the site soils. This earthwork will be greatly simplified by conducting these operations during extended periods of dry weather. Slabs can be designed using a modulus of subgrade reaction equal to 250 pci (based on a 1-by 1-foot plate). Slabs should be underlain by at least 6 inches of free-draining sand to act as a capillary break. Site Preparation and Grading V We understand that the grading plans are currently being developed. The ground surface elevations provided to us indicate that the current ground surface at the building location ranges from approximately elevation 37 to 39 feet. We understand that finished floor elevation at the - southwest corner of the site is 39.5 feet. Based on this, we anticipate up to 3 feet of fill (or more) V will be placed above the existing grade in some locations across the site. Before fill is placed, subgrade preparation should include stripping and grubbing of unsuitable fill or soil, surficial topsoil, and tree/brush roots or debris. Grasses with minimal roots do not require removal before grading. Cut and Fill Slopes V We recommend the temporary or finished grade for well-constructed slopes be no steeper than 2H:1V. Slopes should be protected both during and after construction from erosion, and drainage should not be allowed to occur over the face of slopes. Structural Fill V During wet weather, structural fill should consist of well-graded,durable, granular material (sand or sand and gravel) that does not contain more than 5 percent material by weight passing the No. 200 sieve (based on the minus 3/4-inch fraction). In addition, it is usually desirable to limit this material to a maximum diameter of 6 inches for ease of compaction and future utility installation. During dry PACCAR Inc. 17946-00 April 29, 2013 Page 7 weather, any non-organic, sand or gravel soil that can be compacted in accordance with the. subsequent recommendations of this report can be used. Structural fill should be placed and compacted according to the following recommendations. Control the moisture content of the fill to within 2 percent of the optimum.moisture. Optimum moisture is the moisture content corresponding to its maximum Proctor dry density (ASTM D 1557). Compact to a minimum of 90 and 95 percent of the modified Proctor maximum dry.density (as determined by ASTM D 1557 test procedure), within 2 feet of footings and slabs, respectively:. Place and compact all structural fill in lifts with a.loose thickness no greater than 10 inches. If small, hand-operated compaction equipment is used to compact structural fill, fill lifts should not exceed 8 inches in loose thickness. Use structural fill to backfill utility trenches should,be compacted to a minimum,of 90 percent of the modified Proctor maximum dry density. The contractor should be responsible for having the necessary compaction equipment on site to meet the compaction specifications. The compacted densities of fill lifts should be verified by testing following compaction. Before fill control can begin, the compaction characteristics of the fill material must be determined from representative samples of the proposed structural fill. A study of compaction characteristics should include determining the maximum dry density, gradation, and optimum and natural moisture contents of these soils at the time of placement. Full-time inspection of the contractor's compaction activities should be performed. SEISMIC CONSIDERATIONS In this section we address the design response spectrum and discuss the liquefaction potential at the site. Design Response Spectrum The structural engineer uses the design response spectrum to calculate the seismic-induced base shear of the proposed structure. We assume that the seismic design.of this project will be. performed in accordance the 2012 International Building Code. The basis of design for this code is two-thirds of the hazard associated with an earthquake with 2 percent probability of exceedance in 50 years,which corresponds to an average return period of 2,475 years. We obtained the seismic hazard from the United States Geologic Survey Design Maps (USGS 2013) for Latitude 47.489 and Longitude-122.196. Below,we provide parameters for seismic design in accordance with this A rut PACCAR Inc. 17946-00 April 29, 2013 Page 8 code. These coefficients should provide all of the information required to perform the seismic design in accordance with the IBC 20.12. Maximum Considered Earthquake Spectral Response Acceleration at.Short Periods, SS =1.43 g iI Maximum Considered Earthquake Spectral Response Acceleration at 1-Second Period, S, = 0.54g Site Class E (for buildings with periods less than 0.5 seconds) ' The site contains liquefiable soils, which would be classified as Site Class F and require a site-specific geotechnical investigation and site response analysis. However, the code permits structures with periods of vibration equal to or less than 0.5 second to be analyzed based on the Site Class E. The structural engineer should be consulted to verify that this is the case forthe proposed warehouse. Liquefaction Liquefaction of saturated granular soils can occur as a result of cyclic shaking and shear deformation during an earthquake. Shaking increases soil pore water pressures, which reduces the strength in the liquefaction zone, potentially causing settlement. Because there are zones of liquefiable material beneath the site, the building area will undergo some level of subsidence as a result of liquefaction. Because the depth to groundwater is on the order of 10 feet the upper soils will not liquefy and will retain their integrity. This means that liquefaction should not result in a catastrophic collapse of the foundations for the building. The effects of liquefaction will manifest themselves in potentially substantial building settlement. Under the design seismic event,we estimate that that the liquefaction-induced settlement will be on the order of 2 to 14 inches. The settlement range reflects the variability in the subsurface conditions at the site. We expect this subsidence to occur over the width of one bay (approximately 40 feet) as differential settlement. The structural engineer will need to consider this movement during design of the structure. PACCAR.Inc. 17946-00 April 29, 2013 Page 9 For slabs-on-grade, we expect that potentially extensive damage will occur that will require repair or replacement of the slab. Sincerely, HART CROWSER, INC. SARAH B. UPSALL, PHD, PE GARRY E. HORVITZ, PE Senior Project Senior Principal Geotechnical Engineer Geotechnical Engineer Attachments: Figure 1 Vicinity Map Figure 2 - Site and Exploration Plan Figure 3 -Generalized Subsurface Cross Section A-A' Figure 4-Generalized Subsurface Cross Section B-B' Appendix A- Field Explorations Methods and Analysis Appendix B - Laboratory Testing Program cc: Vicki ZumBrunnen, PACCAR, Rick Grimes, Freiheit and Ho Architects L:\lobs\1794600\Report\PACCAR PDC Prelim Letter.doc JAB 04/10/13 F:\DataUobs\1794600 SEATTLE-TEMP\1794600-001(Vicinity Map).dwg 3A- ONOW VII I TAV I- ft -S 3An Hive IIU ip S 3AV F{L 8 F i lu 1 cS Ar SN uu_: 4:, ULJu_L uu/N MS 3Adt/D3N35 2Y Bq ^m z F F3N3S ` , GGEy v r;, f 5 3A- -.. 9 U cT, I 86T CT S N _l` ll r o 1 S r+ m88THAV`ITj I MAP_LE QVE_N \ TAYLOR.AVE_ ZAYLOR-AVE NW-S-3N w6 5 o 4Z'0 HAR IDE7AVENW —f W"' 1 v, Idti o u RAI'ER-AVE S f li N aNd b3iM o o m o 5:?= 3 '3 (Do VG7.--)u-, k 1 2f)n 1 80. l0 0 ant2i 1tiVa0 SHATTUCK-AVE-S Q7 ea s 3nd Neu s 1 Z , ro u S 3AV HT80MlIHM 1 n a0 3' I " I Ju mill z Q n s 3Ai d-SIi OWI ti n,rat M 0 N S SgJS8 inti4S' S 3d-Nd901 LCIGA.I/-AV IS021T091tJ1G` BURVE VE fVBENSO ;RD-S Qy A-JN_NF3A`d NVJ01 C I L J WILLIAMS_AVIE 1 9y z /ELLS AVEN I.N _D v,-S_3AV-NIVW U ,v T,EL YLAVE_N I E_=4 r os n P-ARKIAVE-N1 I!zA 1 l LAKE WASHINGTON BLVD N m fVI d9 0 N o GARDE _AVE N._ C° t1" r S 3AF1 NOIN3il `, ,w d N 5 Z' I a r1EADOW AVE_N ' d 1.n Si aNiriNVr21 j`in= f '4' FACTORY AVE-N Ii=J Nksd 3 nag N'O NI1N Q 5/I C= r^\ A go, i N> N 3" S-3AV'S3NOC c D •`ASUNS Q1QDFTBO, EW3N%3AV S E r—! t m ^ D 0, KENNEWICK iA_VE, a w\. `4 Wir rrrUNCOLN AVE NE f MONTEREY'AVE NE 3N1tlb3iNOW 3N l,J r 91 \ Ai 5 \ 5 ABE IDEEN.AVE_NE-n II 31SSE ' •y)-g4c4 y BRONSON WAY NE o T a MONTEREY PL NE z pt` z z—z_o Iz 9R grntriTh(n p %Y e ON GA AS_AVE NE—?MASAVE NE 11m "Z J,; CAMAS}AVE SE SO o SD a 1,DAY,TON-AVE SE 1f j /aLy_rj— 73 x1 DAYTON CFNE' z u t /v Ulday._3J 3N 3AV"(A 1 ka, 'vi.n EDMONDS_AVENE JULfI_ x,0 Iw 35 3AV SONOWa3 Si• 'b /1 z q(F 3N 3Ad SONOFIO3- y9 m p 3N1d/50NOW03 C) .J CTNE z U U O D N Y'1) v ' f in"1Td—fie% IA y5 m Cs 2 z m F54)0.60.0 x 1 f'-.2-7.1. nN CsiO 1 Qf``p n '- z Q U 0 j d 3N-1d-000MNN310 ID It 3IN 1, aj 1 Fr SG ,N J 3 O C i 5 l d' a1 J -LS z z z z w 1 5 i`-/ l\ v 1'-?J n=,-=m m 3N 3t/3 = 13 ET se , 5Ac N* S EFFERS N B r r r N w r1 1-12Oip0IIIIISOOMN +Q D\i KIRKLAAV,E-.E I ONAVENE CL,-- 1,=1=i1, 0 "x I 3 N211N• S y" Aioi E LYNNWOpp AVE SE m LYNNWOOD AVE NE !_ tn y gVFSF z 1- Ai-3N-3AV-30):i I I bNOW1 / N u ti NE PWORTCTIV;I III !_4" nd O , n fi / z L jl ( OLY.MPIA AVE_NE- rO n O raac v S o Il 'nu zoo z o qLS n C 3N(ja`37Z131dJLJ -El M I ' Ir---m p 3 7767_,-N SF 2C S QUEEN AVE_NE•--+Lz=•r n?`3N 3AV-N33CIa tO =11 G IIIf-7 tom' -Iwa 2s7FAR C R RCE DR 3 31na= i=2 i ., ` '1I M Cc,,Ian-.,,- ar fil f(-f"rR F, 3N 4NO,, nJ-m"_",n, 4.0 i J a ) I j riij G \3 ) S P-1D Y , L S' / i P IN&Nd J `tVI. r *. 1 lFACILITY --- I Aiii I I I Exploration Location and Number: X —if E- = --- fix-1,, , j(I— I CPT-1® Hart Crowser Cone Probe Current Study) v v y S' •" xQ HC-1 * Hart Crowser Boring (Current Study) iJ t f ( c7' i 1 GPR 60 C 1 r, 4\ • r 4\ 1/~6 r I j) ` HC-101 0 Hart Crowser Boring (2002) vJ L U l\1 y I I 1 GPR-8 O Hart Crowser Cone Probe (1991)1 c l t_-, j l /"i-10D C r I f, - s l / GT-7® Hart Crowser Boring (1990) c ) j s/ f i- - r/I, OSd 1oD I c J 7 OSP-1D C Existing Piezometer, Approximate c, 1ilk--,->c-1 J o 67-'•i N- HC* 2 Location (2006 Study) i 1 ,,/CPT-1 " / v . ---_-- I\ A A' J I l) RECEIVING v, I -(Tt_____t 7,,, 1-1, 11`--TRAsk ) IIIO GPR-7 i/ ^ Cross Section Location and I, I I Designation i- ! ! -I `S r, Ground Surface Elevation in Feet uu LJ q uuu u u i .4" 741f: rj / i I j=l 1 vl / ( Note: Ground surface contours were obtained from a 1 f ji;11 I " '" \ I/ li \\5.` Jt_LBarghausen Consulting Engineers Preliminary o J<i OFFICE I 1 II 4 Drainage Plan, dated 8/22/06. 7 l'T o f`--, (_)----------1 i 1 jl \ Jv z u ;/ ‹ -13D o c•.I / rr I.. -:1,'A, N t. 4 fp o j ` A I1-ti c > ///M ; %/\ i ) C - '-_ - / J JOSP-81JfLOGPR-8 GT-7 1- __ l 'r o L/(-- !` ) I -rt \ T. J C], 1 s ,. !+1/i _, 0 100 200 S 1 1 HC-2® NEW RENTON PARTS i""1 may`` r au I «\ 1 (DISTRIBUTION II o / /i Approximate Scale in Feet J.v1Jr C I l( CENTER J I l 5a as Cp 4>- A< r i I r) II I, 1 L f , Source: Freiheit&Ho Architects. w 0 I 'I( 1f. ; ,,".'1 4—PACCAR PDC y I / . 1 1- 4.;- ,,(• 1^_r` Renton,Washington t I !I co 4( r 1 ' ; 1/ p r _. . I- f Site and Exploration Plan 64,1-7 p, i--. V.,/ di l .—o ;. r` MW-36 rk. _ / . L_4_ < J\ j ^' `r f' //^-1//l/l\_^-`r/ 17946-00. / i u Cyr. ,• . 4/13 ram_ r~ I j//rN — k Figure m C o r-_> NORT TH STg 1 I ~ A A' West Medium stiff to stiff,gravelly,sandy SILT Loose)to medium dense to very dense, East with scattered organic material&Peat gravelly SAND,sandy GRAVEL,and.silty SAND50 — v_._.___-__.___. _ ---___.____._..--;-_------- ___ ,_._---._.:.:_. ---____a _-__ - r-- -_ _ -- _-- -- __. CPT-2 50 GPR-8 ENTON PARTS rid a 90 sjNEWR,- Ground Surface 21.5'N) HC-2. GT-7 DISTRIBUTION.CENTER . u 40 43.5'.S). 14.5'N)_• SHIPPING 40 100 300 0 I200I350 Clayey SILT-and Gravelly SAND Fill Stiff to hard),clayey 0 I loose)SAND Pt 8_ — -?= .. 4 osa 30 —?•— ( Soft)clayey SILT - 38 SILT t sandy SILT 16 0 - 3 Medium dense to very dense) 10- 30 ATD STD interbedded SAND,silty SAND and SILT Loose to medium -12 —? 7 Dense to very dense; — 20 -? Loose)SAND dense SAND and -'29 6 Medium stiff,.clayey SILT to sandy . gravelly SAND to SAND 20 and silty SAND GRAVEL -5 SILT with scattered organic material 2 Interbedded SAND Loose to medium dense) 7 Loose,slightly silty to silty Dense to very and silty SAND SAND with silt layer SAND with Peat layers dense,silty SAND 4 Medium stiff to stiff,clayey SILT to Stiff)CLAY and sandy SILT with Peat&Peat layers 17 sandySILTNMediumstiffPEAT=7 155 LL 0 _ dorganicSILT a) c 31 38— 0 LL - 6 Loose to dense Dense,sandy. Very dense),gravelly c c SAND to SAND p SAND and silty 48 GRAVEL with wood p ca -?— — ?— 47 SAND —? co10 ?— ( Very Stiff)clayeySILT 10 —? 62 10 > N W 80/11.5"Very dense,gravelly SAND 19 Medium dense to very dense,silty ?— 20 - - SAND with thin Peat layers and/or 22. 20 15 occasional organic material 15 49 30 — 50 15 Interbedded Peat, 30 Dense,silty SAND and 54 GRAVEL,SILT&SAND 35 : sandy GRAVEL 40 - 50/5" 22 Medium dense,silty SAND with Medium dense to dense, 40 organic-____ Silt and Peat layers slightly silty SAND 25 7 50 - 50 34 Interbedded,silty Peat and SILT Medium stiff to hard ?- 9- Medium dense,slightly silty SAND6CLAYtosiltyCLAY 60 - - -. 59 ? 52 60 rn3 28 . a 86/11" 70 - Very dense,trace to . t 50/6" 70 75 islightly silty,gravelly SANDandsandyGRAVEL A o 80 80 0 n HC-2 Exploration Number CPT-2 Cone Penetrometer Number E. 43.5'S) (Offset Distance and Direction)90's) Offset Distance and Direction) ui Approximate Horizontal Scale.in Feet 100 300 Exploration Location 0 200 350 Cone Penetrometer Location G. 0 40 80 0 0 20 40. ATD Water Level PACCAR PDC Renton,Washington cm Approximate Vertical Scale in Feet 14 Standard Penetration Resistance in Blows per Foot 10-71 Vertical Exaggeration =x 2 3 Generalized Subsurface Cross Section A-A' o Approximate Soil/Geologic Contact LL Note: 2 17946=00 .4/13 m Contacts between soil units are based upon interpolation Bottom of Boring N between borings and represent our interpretation of NV Y Figure zr- subsurface conditions based on currently.available data. . 3 H 3 Southwest NortheastMediumstifftostiff,gravelly,sandy SILT Loose)to medium dense to very dense, with scattered organic material&Peat gravelly SAND,sandy GRAVEL,and silty SAND 4 NEW'RENTON PARTS: ..Ground Surface HC-1 HC-2 GT-7 40 --. 14.5'NW) 14.5'SE) _ NWDISTRIBUTIONCENTER1as EseMediumden23GravellySANDFill7gravelly, eet ._. silty SAD to sandy SILT _30 30 ? 36 7- 13 0 ? . - 7 5 ? 74 dense SAND and silty 6 Loose to medium 12—? SAND with Peat layers 12 • Medium dense, 20Mediumstiff,clayey SILT to sandy - 20 - dense SAND and -29 . 6 GRAVEL -5 SILT with scattered organic material. r sandy GRAVEL Y 9 7 Loose,slightly silty to silty Dense to very 7 : Loose SAND 10 —? — SAND with Peat layers 62 dense,silty SAND • 4 Medium stiff to stiff,clayey SILT to and silty SAND 4i-? - 10 sandy SILT with Peat&Peat layers r 17 sandy scattered 8 llledium sti PEAT- 7 1 Stiff,organic SILT and 0 and organic 7 31 7 ndorganicatematerial - 7- 0 W c 6 — 7 Dense,sandyLoosetodense Medium dense,silty SAND andc • 48 GRAVEL with wood c SAND and silty sandy SILT with Peat lenses 16 0 SAND N 10 - - 62 Stiff,silty CLAY 15 - -10 0 W 80/11.5"Very dense,gravelly SAND and sandy CLAY 13 EL-1 19 Medium dense to very dense,silty ?— - 2z -?: 7_ _ — Medium dense),15 - -2020 - SAND with thin Peat layers and/or I i 15 occasional organic material sandy GRAVEL— 15 49- 7- 76l11° 30 - 50 Interbedded Peat, 35 - =30 1 Dense to very dense,sandyGRAVEL,SILT and SAND Dense,silty SAND and sandy GRAVEL 54 GRAVEL to gravelly SAND 58 0 - ?_ 35 80/11° - -40750/5" Medium dense to dense, 2P Medium dense,silty SAND with slightly silty SAND organic Silt and Peat layers P5 50 - 79 -? Very stiff,sandy SILT. -17 - -50 34 Interbedded,silty Peat and__ SILT Medium stiff to hard Medium dense,slightly silty SAND 9 ? 6 CLAY to silty CLAY Dense to very dense, 60 - 52 slightly silty SAND 50/6" - -60 59 ' 86/11° 70 - 50/6° 70 75 Very dense,trace to slightly silty, ' gravelly.SAND and sandy GRAVEL 80 - 80 v G U N X 0o - 0 HC-2 Exploration Number a 14.5'NW) (Offset Distance and Direction) F-Approximate Horizontal Scale.in Feet 0 50.100 Exploration Location w PACCAR PDC' 0 25 50 : ATD Water Level Renton,Washington Tr Approximate Vertical Scale in Feet h. 14 Standard Penetration Resistance in Blows per FootyVerticalExaggeration =x 2 Generalized Subsurface Cross Section B-B' o Approximate Soil/Geologic Contact LL Note: 17946-00 4/13 Contacts between soil units are based upon interpolation Bottom of Boring N between borings and represent our interpretation of v Figure co subsurface conditions based on currently available data. " HARTcRo 4 APPENDIX A FIELD EXPLORATIONS METHODS AND ANALYSIS a—, Hart Crowser 17946-00 April 29,2013 APPENDIX A FIELD EXPLORATIONS METHODS AND ANALYSIS This appendix documents the processes Hart Crowser used to determine the nature of the soils underlying the project site addressed by this report. The discussion includes information on: Explorations and Their Location; The Use of Auger Borings; Standard Penetration Test (SPT) Procedures; and The Use of Cone Penetrometer Probes. Explorations and Their Location Subsurface explorations for this project include two hollow stem auger borings and two cone penetrometer probes. The exploration logs within this appendix show our interpretation of the drilling (probing), sampling, and testing data. They indicate the depth where the soils change. Note that the change may be gradual. 'In the field; we classified the samples taken.from the explorations according to the methods presented on Figure A-1 - Key to Exploration Logs. This figure also provides a legend explaining the symbols and abbreviations used in the logs: Location of Explorations. Figure 2 shows the location of explorations, located by hand taping or pacing from existing'physical features. The ground surface elevations at these locations were interpreted from elevations shown on Figure 2 provided by Barghausen Consulting Engineers. The method used determines the ' accuracy of the location and elevation of.the explorations. . The Use of Auger Borings. With depths ranging from 101 to 111.5 feet below the ground surface, two hollow-stem auger borings, designated HC-1 and-HC72, were drilled"from April 5 to April 7, 2013. The borings used a 3-3/84nch inside diameter hollow-stem auger and were advanced with a truck-mounted drill rig subcontracted by Hart Crowser. The drilling was continuously observed by an engineering geologist from Hart Crowser. The driller also used slurry mud within the auger during drilling to prevent heave. Detailed field logs were prepared of each boring. Using the Standard Penetration Test(SPT) and Shelby tubes, we:obtained. samples at 2-1/2-to 5-foot-depth intervals. The borings logs are presented on Figures:A-2 through A-3 at the end of this appendix. Hart Crowser Page A-1 17946-00 April 29,2013 Standard Penetration Test(SPT) Procedures This test is an,approximate measure of soil,density and consistency. To be useful, the results must be used with engineering judgment in conjunction with other tests. The SPT(as described in ASTM D 1586) was used to obtain disturbed samples. This test employs a standard 2-inch outside diameter split- spoon sampler. Using a 140-pound hammer, free-falling 30'inches, the sampler is driven into the soil for 18 inches. The number of blows required to drive the sampler the last 12 inches only is the Standard Penetration.Resistance..This resistance, or blow count, measures the relative density of granular soils and the consistency of cohesive soils. The blow counts are plotted on the boring logs at their respective sample depths. Soil samples are recovered from the split-barrel sampler, field classified, and placed into water-tight jars. They are then taken to Hart Crowser's laboratory for further testing. In the Event of Hard Driving Occasionally very dense materials preclude driving the total 18-inch sample. When this happens, the penetration resistance is entered on logs as follows: Penetration less than 6 inches. The log indicates the total number of blows over the number of inches of penetration. Penetration greater than 6 inches. The blow count noted on the log is the sum of the total number of blows completed after the first 6 inches of penetration. This sum is expressed over the number of inches driven that exceed the first 6 inches. The number of blows needed to drive the first 6 inches are not reported. For example, a blow count series of 12 blows for 6 inches, 30 blows for 6 inches, and 50 (the maximum number of blows counted within a 6-inch increment for SPT) for 3 inches would be recorded as 80/9. Use of Shelby Tubes To obtain a relatively undisturbed sample for classification and testing in fine- grained soils, a 3-inch-diameter thin-walled steel (Shelby) tube sampler was pushed hydraulically below the auger (as described in ASTM D 1587). Attempts were made to obtain samples with thin-walled Shelby tubes; however, no samples were recovered. Hart Crowser Page A-2 17946-00 April 29,2013 The Use of Cone Penetrometer Probes We used a cone penetrometer.:to probe the subgrade soils:for.this study.. The probes were completed.by In Situ.Engineering, Inc. The probes, designated CPT-01 through CPT-02,:were advanced to depths ranging from 37.7 to 66.1 feet below the ground surface..:They used a DPG=type.cone.: The system is mounted on a truck,,which provides the necessary reaction'for the applied loads.:For soil classification, the piezocone is arranged to measure: Tip resistance, Qc in tsf(resistance to soil penetration developed'at the cone tip); Friction resistance,FS in tsf(resistance to soil penetration developed along the friction sleeve); and Pore water pressure behind the cone tip, Ubt.in psi. The cone and its sleeve provide information by which we can interpret the density and consistency of the soils. A direct correlation exists between the point resistance of the cone and the bearing capacity in the soil. Another direct correlation exists between the friction registered on the sleeve and the friction characteristics of the soil. Friction Values and Soil Type. Generally, a friction ratio less than 2 indicates sand; a ratio between 2 and 4 indicates a silt-sand mixture, clayey sand, or silt; and ratios greater than 4 indicate a clayey silt or clay. Logs of cone penetrometer probes are presented on Figures A=4 through A-5. L:\Jobs\1794600\Report\PACCAR PDC Prelim Letter.doc Hart Crowser Page A-3 17946-00-April 29,2013 i . Key to Exploration Logs Sample Description Classification of soils in this report is based on visual field and laboratory observations which include density/consistency,moisture condition,grain size,and Moisture plasticity estimates and should not be construed to imply field nor laboratory testing Dry Little perceptible moisture unless presented herein.Visual-manual classification methods of ASTM D 2488 Damp Some perceptible moisture,likely below optimumwereusedasanidentificationguide.i Moist Likely near optimum moisture content Soil descriptions consist of the following: Wet Much perceptible moisture,likely above optimum Density/consistency,moisture,color,minor constituents,MAJOR CONSTITUENT, additional remarks. Density/Consistency Minor Constituents Estimated Percentage y y Trace 5 Soil density/consistency in borings is related primarily to the Standard Slightly(clayey,silty,etc.) 5 - 12 Penetration Resistance.Soil density/consistency in test pits and probes is Clayey,silty,sandy,gravelly 12 - 30 estimated based on visual observation and is presented parenthetically on the logs. Standard Standard Approximate Very(clayey,silty,etc.) 30 - 50 SAND or GRAVEL Penetration SILT or CLAY Penetration Shear Strength Density Resistance(N) Consistency Resistance(N) in TSF in Blows/Foot in Blows/Foot Laboratory Test Symbols Very loose 0 to 4 Very soft 0 to 2 0.125 Loose 4 to 10 Soft 2 to 4 0.125 to 0.25 GS Grain Size Classification Medium dense 10 to 30 . Medium stiff 4 to 8 0.25 to 0.5 CN , Consolidation - ' Dense 30 to 50 ' Stiff 8 to 15 0.5 to 1.0 UU Unconsolidated Undrained Triaxial Very dense 50,Very stiff 15 to 30 1.0 to 2.0 CU Consolidated Undrained Triaxial Hard 30 2.0 CD Consolidated Drained Triaxial QU Unconfined Compression Sampling Test Symbols DS Direct Shear K Permeability El 1.5"I.D.,Split Spoon w-, Grab(Jar) Q 3.0"I.D.Split Spoon PP Pocket Penetrometer ill Shelby Tube(Pushed) Bag Approximate Compressive Strength in TSF TV Torvane Cuttings 0 Core Run Approximate Shear Strength in TSF CBR California Bearing Ratio SOIL CLASSIFICATION CHART MD Moisture Density Relationship SYMBOLS TYPICAL AL Atterberg Limits MAJOR DIVISIONS GRAPH LETTER DESCRIPTIONS I—I Water Content in Percent 10.- WELL-GRADED GRAVELS,GRAVEL- LILiquidLimit GRAVELAN GRAVELS ;'., GW FINESSAND MIXTURES,LITTLEORNO Natural GRAVELLY DL Plastic Limit POORLY-GRADED GRAVELS,SOILS (LITTLE OR NO FINES) o1(3O GP GRAVEL PID Photoionization Detector Reading COARSE o"Z,'C CA Chemical Analysis GRAINED GRAVELS WITH o c SILTYGRAVELS,GRAVEL-SAND- MORETHAN50% o GM DT In Situ Density in PCFSOILS OF COARSE FINES SILT MIXTURES FRACnON OT Tests by Others RETAINED ON NO. 4 SIEVE AMOUNT OF FINES) GC+ AYCL MIXTURES GRAVEL-SAND- Groundwater Indicators CLEAN SANDS '0;•:;!=''! WELL-GRADED SANDS,GRAVELLY MORE THAN 50%- SAND SW SANDS,LITTLE OR NO FINES OF MATERIAL IS AND Groundwater Level on Date LARGER THAN SANDY or(ATD)At Time of DrillingNO.200 SIEVE SOILS POORLY-GRADED SANDS, SIZE LITTLE OR NO FINES) ., SP' GRAVELLY SAND,LITTLE OR NO FINES I ' Groundwater Seepage SANDS WITH MIXT RES SAND-SILT Test Pits) MORE THAN 50% FINES SM MIXTURES OF COARSE ti. , FRACTION PASSING4SIEVE NO. AMOUNTOFFIFINES)Sample KeyO. CLAYEY SANDS,SAND-CLAY MIXTURES INORGANIC SILTS AND VERY FINE 1 , ML CLAYEYFNESANDSORCLAYEY Sample Type Sample Recovery SILTS WITH SLIGHT PLASTICITY N SILTS INORGANIC CLAYS OF LOW TO T FINE LIQUID LIMIT MEDIUM PLASTICITY,GRAVELLY12 GRAINED AND LESS THAN 50 j C'I-• LLAYS,SANDYCLAYS,SILTYCLAYS, 23CLAYSLEANCLAYSS- 23CISOILS50/3" fa: ORGANIC SILTS AND ORGANIC SILTY Sample O 0 OL CLAYS OF LOW PLASTICITY Number Blows per o 6 inches j MORE THAN 50% 2 OF MATERIAL IS MH INORGANIC SILTS,MICACEOUS OR SMALLER THAN DIATOMACEOUS FINE SAND OR 0_ NO.200 SIEVE SILTY SOILS SIZE NMI j SILTS co AND LIQUID LIMIT INORGANIC CLAYS OF HIGHILIOCLAYS GREATER THAN 50 CH PLASTICITY 0 rn WISERr- OH ORG PLASTIAYS OF MEDIIC TOHIGHPLASTICITY,ORGANIC SILTS 17946-00 4/13WI,_ 'I' PEAT,HUMUS,SWAMP SOILS WITH w HIGHLY ORGANIC SOILS PT Figure A-1yyL - HIGH ORGANIC CONTENTS X NOTE DUAL SYMBOLS ARE USED TO INDICATE BORDERLINE SOIL CLASSIFICATIONS Boring Log HC-1 Location:See Figure 2. - Drill Equipment:Hollow Stern Auger - Approximate Ground Surface Elevation: Feet Hammer Type:SPT w/140 Hammer/Rope&Cathead Horizontal Datum:' Hole Diameter:6 inches Vertical Datum: Logged By:W.McDonald Reviewed By:'B.Blanchette STANDARD LAB PENETRATION RESISTANCE TESTSUSCSGraphicDepth Class Log Soil Descriptions in Feet Sample A. Blows per Foot 0 0 10' • 20 30 40 50+ SM \ 8 inches of Sod over(medium dense),wet, — Ibrown,gravelly,silty SAND. SM/ML-- - Medium dense,moist,dark gray to black, gravelly,silty SAND to sandy SILT.(FILL) - S_1 ='I is - 5 S 2 17 13 SM : Loose,moist to wet,gray,fine to medium - S 3 a. -SANDwith slightly silty to silty,fine sand and _ A. - peat seams and layers. 10 ATD S-4 A s 3 S-5 't a - 15 6 121i 2-inch PEAT layer. S-6 FA 4 - Driller started adding mud to auger. Grades to medium dense. S 7 s - 1.1i8 _ . . . GP o Medium dense,wet,gray,sandy GRAVEL, —20 s ' - C trace silt. . S-8 "I 8 - •: : • •• • : 0 SM 7Loose,wet,gray,silty,fine SAND to SAND - gp with scattered organic material. 25 5 S-9 "ra - I • I 30 2 E OL — Stiff,moist,brown to gray,organic SILT to - S-10 " e - I ;AL a ML — sandy SILT with scattered organic material - I o and peat layers. o a 0 35 o S-11g" s _ . : : : • •6 inch PEAT layer. J III - •• \:: ' - ' • SM/ML ^Medium dense,moist to wet,gray to brown, —40, 2 very silty,fine SAND with sandy SILT and S-12 H 6 cs o peat lenses. , a - oz o co z 45 0 20 40 60 80 100+ Water Content in Percent NW 11HARTCRO 1.Refer to Figure A-1 for explanation of descriptions and symbols.1%5ER 2.Soil descriptions and stratum,lines are interpretive and actual changes may be gradual. 3.USCS designations are based on visual manual classification(ASTM D 2488)unless otherwise 17946-00 ' 4/13 supported by laboratory testing(ASTM D 2487). Figure A-2 1/34.Groundwater level,if indicated,is at time of drilling(ATD)or for date specified. Level may vary g with time. Boring Log HC-1 Location:See Figure 2. Drill Equipment Hollow Stem Auger Approximate Ground Surface Elevation: Feet . Hammer Type:SPT w/140 Hammer/Rope&Cathead Horizontal Datum: Hole Diameter:6 inches . Vertical Datum: Logged By:W.McDonald Reviewed By:B.Blanchette STANDARD . LAB PENETRATION RESISTANCE TESTSUSCSGraphicDepth Class Log Soil Descriptions in Feet Sample. A Blows per Foot 45 0 10 20 30 40 50+ SM/ML Medium dense,moist to wet,gray to brown, 5 very.silty,fine SAND with sandy SILT and - S-13 XIIs _ • ., peat lenses.(confd) CL-ML ••„ Abundant organic material. 1_ Stiff,moist,gray to brown,silty CLAY with _ abundant organic material. 50 3 S-14 '.XI8 _ I AL SC TMedium dense to stiff,moist,gray-brown, clayey,fine to medium SAND to sandy CLAY. 55 S15 SP • (Medium dense),sandy GRAVEL to gravelly Gp : SAND. No recovery. Possibly pushing large gravel. —60 4 : S 16 x 8 - ML Hard,moist,gray-brown SILT to CLAY. CL 65 15 : : GP 0 Dense to very dense,moist to wet,brown, 5-17 Bois"- sp o fine,to coarse,sandy GRAVEL to gravelly; - oO SAND'.. o 70 o, S-18 114 a SP Dense to very dense,wet,brown,fine to coarse SAND with trace gravel. 75 X 13 N 35 _ .• : d of 80 21 CO O to medium SAND with trace — 85 11 . : : o gravel. • S 21 . 19 _ z ML Very stiff,moist,gray,sandy SILT with trace.. - m gravel. z 90 0 20 40 60 80 100+ Water Content in Percent INV 1.Refer to Figure A-1 for explanation of descriptions and symbols. i"R""'•O WSe 2.Soil descriptions and stratum lines are interpretive and actual changes may be gradual. 3.USCS designations are based on visual manual classification(ASTM D 2488)unless otherwise 17946-00 4/13 supported by laboratory testing(ASTM D 2487). Figurea A-2 2/34.Groundwater level,if indicated,is at time of drilling(ATD)or for date specified. Level may vary g with time. . ' Boring Log HC-1 Location:See Figure 2. Drill Equipment:Hollow Stem Auger Approximate Ground Surface Elevation: Feet Hammer Type:SPT w/140 Hammer/Rope&Cathead Horizontal Datum: Hole Diameter:6 inches Vertical Datum: Logged By:W.McDonald Reviewed By:B.Blanchette STANDARD LAB PENETRATION RESISTANCE TESTS USCS Graphic Depth Class Log Soil Descriptions in Feet Sample A Blows per Foot 0 10 20 30 40 50+ ML Very stiff,moist,gray,sandy SILT with trace — 90 S-22 I $ • gravel.(cont'd) s - • SP-SM••••.• Dense to,very dense,moist,gray,slightly - silty,fine SAND. 95 15 S-23 s, - . • : . : . 100 S-24 0.0/6•• : : : : : Bottom of Boring at 101.0 Feet. Started 04/07/13. Completed 04/07/13. 105 110 115 120 in N 0 00 125 U a J 0 O V 130 0oJ Z O z 135 0 20 40 60 80 100+ Water Content in Percent Its Mr 1.Refer to Figure A-1 for explanation of descriptions and symbols. 2.Soil descriptions and stratum lines are interpretive and actual changes may be gradual. 3.USCS designations are based on visual manual classification(ASTM D 2488)unless otherwise 17946-00 4/13 supported by laboratory testing(ASTM D 2487). FI Ure.4-Z 3/34.Groundwater level,if indicated,is at time of drilling(ATD)or for date specified. Level may vary g with time. Boring Log HC-2 Location:See Figure 2. Drill Equipment:Hollow Stem Auger Approximate Ground Surface Elevation: Feet Hammer Type:SPT w/140 Hammer/Rope&Cathead Horizontal Datum: Hole Diameter:6 inches Vertical Datum: Logged By:W.McDonald Reviewed By:B.Blanchette STANDARD LAB PENETRATION RESISTANCE TESTSUSCSGraphicDepth Class Log Soil Descriptions in Feet Sample Blows per Foot 0 0 10 20 30 40 50+ SP • 6 inches of Sod over(medium dense),moist, brown,gravelly SAND. I - ML Medium stiff to stiff,moist,gray to.black, . S-1 ' I 7 - : gravelly,sandy SILT with scattered organic - material.(FILL)5 3 S-2 'a • SP SM ••;.• • Dense,moist,brown,slightly silty,gravelly 10 :. : SAND.(FILL) S-3 "I21 - ' SM • Medium dense,wet,gray,silty,fine SAND. 10ATTD 4 MH_Medium stiff,moist,gray,slightly sandy SILT 2 with scattered organic material. H- S-5 3 - • I• :I : AL SP '—Loose to medium dense,wet,gray,gravelly —15 Gp SAND to sandy GRAVEL,trace silt. S-6 a Driller started adding mud to auger. 115 20 S-8 • 3 _ 8P--SM •- -Loose,wet,gray,slightly silty to silty,fine• - SM SAND with PEAT laminations. ST-1 III - 25 g S-9 r'l4 - : • •. ST2 'II -_ ML Soft,moist,gray,sandy SILT with PEAT —30 3 N layers. S-10 . 2 - F 4-inch peat layer. Gs o a 0 PT-OH y E Medium stiff,moist,brown PEAT with o 35 S-11 A H 3 •_ 1 1 •20 • organic SILT layers. B A a AL inch silt zone. ST-3 III SM y Loose,moist,gray,silty to very silty,fine 40 S-12 " a • :• •o SAND with trace peat. z cooR ST-4 III z 45 0 20 40 60 80 100+ WatejContent in Percent f1 ILI 1.Refer to Figure A-1 for explanation of descriptions and symbols.A•+TC•o WSER 2.Soil descriptions and stratum lines are interpretive and actual changes may be gradual. 3.USCS designations are based on visual manual classification(ASTM D 2488)unless otherwise 17946-00 4/13 supported by laboratory testing(ASTM D 2487). I Figure A-3 1/34.Groundwater level,if indicated,is at time of drilling(ATD)or for date specified. Level may vary g with time. Boring Log HC-2 Location:See Figure 2. Drill Equipment:Hollow Stem Auger Approximate Ground Surface Elevation: Feet Hammer Type:SPT w/140 Hammer/Rope&Cathead Horizontal Datum: Hole Diameter:6 inches Vertical Datum: Logged By:W.McDonald Reviewed By:B.Blanchette STANDARD LAB PENETRATION RESISTANCE TESTSUSCSGraphicDepth Class Log Soil Descriptions in Feet Sample • Blows per Foot 1 ' 45 0 10 20 30 40 50+ SP Dense,moist,gray SAND with fine,silty, s sand interbeds.(cont'd)S 13 26 - • • W 7 '—Medium dense,moist,gray,silty,fine SAND with scattered organic material and PEAT - layers. 50 5 • S-14 s _ . 55 6 S-15 A10 _ : • :• : •: :• N2-inch peat layer. fi0 S 6 S16 XI - • 2-inch peat layer. 65 7 • S-17 X1 s - • • : : • 70 6-inch peat layer. S-18. s - 11• SP-SM Dense,moist to wet,gray,slightly silty SAND - with occasional gravel. 75 5 . . . . : S19 X114 - •: • o GP 0 (Dense),wet,slightly silty,sandy GRAVEL. t2 oC x o V, SM r Medium dense,moist,gray,silty,fine SAND —80 4 with organic Silt and Peat layers. S-20 Zi 16 - • • . • • m CL Medium-stiff to hard,moist,gray,silty CLAY - with occasional fine sand seams. 21 X 14 = AL• m ST-5 I _ 4w 90 z 0 20 40 60 80 100+ Water Content in Percent f/ LI 1.Refer to Figure A-1 for explanation of descriptions and symbols. 2.Soil descriptions and stratum lines are interpretive and actual changes may be gradual. 3.USCS designations are based on visual manual classification(ASTM D 2488)unless otherwise 17946-00 4/13 supported by laboratory testing(ASTM D 2487). Figure A-3 2/34.Groundwater level,if indicated,is at time of drilling(ATD)or for date specified. Level may vary g with time. Boring Log HC-2 i Location:See Figure 2. Drill Equipment:Hollow Stem Auger Approximate Ground Surface Elevation: Feet Hammer Type:SPT w/140 Hammer/Rope&Cathead Horizontal Datum: Hole Diameter:6 inches Vertical Datum: Logged By:W.McDonald Reviewed By:B.Blanchette STANDARD LAB PENETRATION RESISTANCE TESTS USCS Graphic Depth Class Log Soil Descriptions in Feet Sample,'• Blows per Foot 0 10 20 30 40 50+ CL Medium stiff to hard,moist,gray,silty CLAY — 90 S-22 ' is with occasional fine sand seams.(contd). _ 15 _ 95 3 : : : : :S-23 3 = 100 4 S-24_ 19 • • SP Very dense,moist,gray,fine SAND with i ao — trace silt and gravel. GP o Very dense,moist to wet,brown,sandy — 105 S-25 1 se • a C GRAVEL. I 50/5"— : O oQ 110; •1s S-26LII38 - .• Bottom of Boring at 111.5 Feet. Started 04/05/13. Completed 04/05/13. 115 120 Cl I- O0 a 0 0f 125 UI J O C- 130 O oJ u, o z 135 0 20 40 60 80 100+ I Water Content in Percent min AWN HARICiiVIVVSER1.Refer to Figure A-1 for explanation of descriptions and symbols. 2.Soil descriptions and stratum lines are interpretive and actual changes may be gradual. 3.USCS designations are based on visual manual classification(ASTM D 2488)unless otherwise 17946-00 4/13 supported by laboratory testing(ASTM D 2487). Figure A'-3 3/34.Groundwater level,if indicated,is at time of drilling(ATD).or for date specified. Level may vary g with time. hart urowser Operator: Brown CPT Daterrime`. 4/5/2013 9:50:34 AM Sounding: CPT-01 Location: Paccar. Cone Used: DPG1015 Job Number: T12024 Tip Resistance Friction Ratio Pore Pressure Soil Behavior Type* SPT N* Qc TSF Fs/Qc(%)Pw PSI Zone:UBC-1983.60%Hammer' 0 0 350 0 18 -10 40 0 12 0 50 1 1 1, 1 I I 11 I I I p eG fi I1-J I I I I. I 1 I II 1 ti I 7 1 II 10 -1 1 J J L 1__ 1JJ_____— 1..1111. I 1 I I I I I I I 1 1 1 1 1 I ipBQDOOBI OnODO001 . 1 I I I I IrVIWtln 1 I 1 I 1 120 5 T 1 1 T1 T-- T111 — TT 1 I000I1UBOI I I I 11 1 1 I 1 l a I 1 I I II I I II I I I I III I I I I I I I.I I.I.LI$ I I I I I I - I I I I I I I 30 — _1 J ii _L1_— JJJ___-- IJ1L I I 1 I ath I I I II 1 I I I II 11 1 I. 11 I 1 1 1 C 11.. a I 1 1 J'I 1 I I I.I.I 11. I.I.511111 I. I i... al 1 I 1 I it I_ 50 ---_4---I:- I-+ + —I-+4-I-I -- v--1-14++ 4+4 I I I I I 1 I I I I I I 1 I I" I I I I I-'f--LJ I 1 I I I I 1 --d_I I I I I I I 100000001 1 1 10000000I 1 I00o0ao0r 60 1 1 1, 1 1 I 1 rl 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I 11 1 I I I 1 I 70 I I I I I I Maximum Depth=66.11 feet Depth Increment=0.197.feet 1 sensitive fine grained 4 silty clay to clay ii 7 silty sand to sandy silt I 10 gravelly sand to sand 2 organic material 5 clayey silt to silty clay ii 8 sand to silty sand 11 very stiff fine grained(*) 3 clay 6 sandy silt to clayey silt I 9. sand . 12 sand to clayey sand(*) InSitu Engineering . Refused at 66 feet. rim ire. A=A hart Lrowser Operator: Brown CPT Date/Time: 4/5/2013 11:07:36 AM Sounding: CPT-02 Location: Paccar Cone Used: DPG1015 Job Number: T12024 Tip Resistance Friction Ratio Pore Pressure Soil Behavior Type* SPT N* Qc TSF Fs/Qc(%)Pw PSI Zone:UBC-1983:60%Hammer 0 350 0 i 8 -10 ' 40 0 12 0 50 0 I- 1 1, ' III" I 1 1 1 1 . h 4, I 'I I I I 1 I I I I' I . t. 1 I I I 1 II 1 I' It O D D 0 0 11 I I I 10 --1 J J Li J- I'JJJ-----t .qd L1 Intiatiatioi 1 1 1 fT—I IrLJ N 1 1 I I I I I 1 1 I 1 1"1 1 1 1 I 20 -T T '1 1 I -I,......._.„#--T--T T -I - -' , 77 T r 7'1-I----r e 1 ioonoaaoI 1 I .. 1 1 , 1 I I 1 1111111111111';I I I 1 I, I'I 1 I I I I 1 I I I I 1 I I I I 30 _1 1_ _I _I J1J_L1_ 11J IJJ111L 11JJJ____- I r - I I I I I I I I I I 7th 1 1 40 50 --4 '+--4---I I--+-I-I-+ F+a-i-I-----41----I-1.i+4 N F+-{-1-I----- 60 70 Maximum Depth=37.73 feet Depth Increment=0.164 feet 1 sensitive fine grained 4 silty clay to clay III 7 silty sand to sandy silt MI 10 gravelly sand to sand 2 organic material 5 clayey silt to silty clay la 8 sand to silty sand 11 very stiff fine grained(*) 3 clay 6 sandy silt to clayey silt 9 sand 12 sand to clayey sand(*) . InSitu Engineering Refused at 38 feet. Ir iris Irn A_c APPENDIX B LABORATORY TESTING PROGRAM Hart Crowser 17946-00 April 29,2013 APPENDIX'B LABORATORY TESTING PROGRAM A laboratory testing program was performed for this study to evaluate the basic index and geotechnical engineering properties of the site soils. The tests performed and the procedures followed are outlined below. Soil Classification Field Observation and Laboratory Analysis. Soil samples from the explorations were visually classified in the field and then taken to our laboratory where the classifications were verified in a relatively controlled laboratory environment. Field and laboratory observations include density/consistency, moisture condition, and grain size and plasticity estimates. The classifications of selected samples were checked by laboratory tests such as Atterberg limits determinations and grain size analyses. Classifications were made in general accordance with the Unified Soil Classification (USC) System, ASTM D 2487, as presented on Figure B-1. Water Content Determinations Water:contents:were determined for most samples recovered in the explorations. in general accordance with ASTM D 2216, as soon as possible following their . arrival in our laboratory. Water contents were not determined for very small samples nor samples where large gravel contents would result in values considered unrepresentative. The results of these tests are plotted at the respective sample depth on the exploration logs. In addition, water contents are routinely determined for samples subjected to other testing. These are also. presented on the exploration logs: Grain Size Analysis (GS) Grain size distribution was analyzed on representative samples in general accordance with ASTM D 422. Wet sieve analysis was used to determine the size distribution greater than the U.S. No. 200 mesh sieve.. The size distribution for particles smaller than the No. 200 mesh sieve was determined by the hydrometer method for a selected number of samples..The results of the tests are presented as curves on Figure B-2 plotting percent finer by weight versus grain size: Hart Crowser Page B-1 17946-00 April 29,2013 Atterberg Limits (AL), We determined Atterberglimits for selected soil Samples.:,The liquidfine-grained limit and plastic limit were determined in general accordance with ASTM D 4318-84. The results of the Atterberg limits analyses and the plasticity characteristics are summarized in the Liquid and Plastic Limits Test Report, Figure B-3. This relates the plasticity index (liquid limit minus the plastic limit) to the liquid limit The results of the Atterberg limits tests are shown graphically on the boring logs as well as where applicable on figures presenting various other. test results. L:\Jobs\1794600\Report\PACCAR PDC Prelim Letter.doc r . Hart Crowser Page B-2 17946-00 April 29,2013 Unified Soil Classification (USC) System Soil Grain Size Size of Opening In Inches Number of Mesh per Inch Grain Size in MillimetresUSStandard) N Vim'N`N CO ' O • N Ov 8 O ,CO o CO O O'R o o O O .RtDV' M N In`-- 1 I I I I I I I I 1 1 1 I 1 1 1 1 I I 1 1 1_ 1111 1 1 I I 1 • I I I lllll l I 1 1 Illlll l I I IIIIII I I I . 111111 1 1 1 111111 l I 1 I • O O O O O O O O O'Co co' V' CO N `- C.D (D •T CI N ," Co co R C) N Co co V C) N 0 N. 0 CO CO V• (l N .- O O O O O O O O o O o Q Grain Size in Millimetres COBBLES GRAVEL SAND SILT and CLAY Coarse-Grained Soils Fine-Grained Soils Coarse-Grained Soils GW GP - GM GC W SP .S .M SC Clean GRAVEL<5%fines GRAVEL with>12%fines Clean SAND<5%fines SAND with>12%fines GRAVEL>50%coarse fraction larger than No.4 SAND>50%coarse fraction smaller than No.4 Coarse-Grained Soils>50%larger than No.200 sieve D601>4 for G W D3 o) 2 \ G W and SW 1< 3 G P and S P Clean GRAVEL-or SAND not meeting D lo/>6 for S W — \D10 X D60j — requirements for G W and S W G M and S M Atterberg limits below A line with PI<4 G.0 and S C Atterberg limits above A Line with PI.>7 Coarse-grained soils with percentage of fines•between 5 and 12 are considered borderline cases requiring use of dual symbols:' D10,D30,and D60 are the particles diameter of which 10,30,,and 60 percent,respectively,of the-soil weight are finer. 1 Fine-Grained Soils ML CL OL' MH CH OH Pt SILT CLAY Organic. SILT CLAY Organic Highly Organic Soils with Liquid Limit<50% Soils with Liquid Limit>50% . Soils Fine-Grained Soils>50%smaller than No.200 sieve 60 I I I I I I I I 60 i 50 50 C H y m 40 — 40 CL ire ' ri 30 — P\ 30 1 20 — MH orOH '20 10 — vCL - ML : ML 10 or01L0 . 1 1 1: 1 1 1 1 0 0 10 20 30 40 50 60 70 80 90 100 r' Liquid Limit rI LIAR CR_ Ow5ER SRF Grain size(B-1).car3/06 17946-00 :. 4/13 Figure B-1 Particle Size Distribution Test Report ' C_ C N _ M N M a} O O O . pOp otp 8 ? O 100 u 90 80 70 W 60 Z LI Z 50 W C d 40 30 20 10 0 100 10 1 0.1 0.01 0.001 GRAIN SIZE-mm COBBLES %GRAVEL SAND SILT CLAY 0.0 0.0, 65.1 34.9 0.0 0.5 44.8 54.6 • LL r PI Das D60 Dso D30 D,s: Die C. C. 0.257.0.157 . 0.119 0.24 0.091 MATERIAL DESCRIPTION USCS NAT.MOIST. very silty SAND SM 25.8% very sandy SILT ML 41.3% N n Remarks: Project: PACCAR PDC d •ce o Client: PACCAR a. Source: HC-1 Sample No.: S-12 Depth:40.0 to 41.5 Source:HC-2 Sample No.: S-10 Depth:30.0 to 31.503 r- I 17946-00 4/13 DOWSER'Figure B-2 Liquid and Plastic Limits.Test Report 60 i Dashed line indicates the approximate upper limit boundary for natural soils 50— i 0+ o G 40— i w i/ z r30- U j g 20— O\ A O`. G\, 4 % 9 ! //%///// ML or OL MH or OH. 10 30 50 70 90 110 LIQUID LIMIT Location+Description LL PL PI -200 USCS Source:HC-1 Sample No.: S-10 Depth: 30 t: organic SILT 65 46 19 OH Source:HC-1 Sample No.: S-14 Depth: 50 silty CLAY 23 19 4 CL-ML A Source:HC-2 Sample No.:S-5 Depth: 12.5 elastic SILT 52 30 . 22 MH Source:HC-2 Sample No.:S-11 Depth: 35 organic SILT 76 41 35 OH V Source:HC-2 Sample No.: S-21 Depth: 85 lean CLAY 46 22 24 CL Remarks: Project: PACCAR PDC . a Description/Classification based on Atterberg Limit test results only.. IN Description/Classification based on Atterberg Client: PACCAR u; Limit test results only. A Description/Classification based on Atterberg Limit test results only.. Location: Renton,WA Description/Classification based on Atterberg a Limit test results only. MN Description/Classification based on Atterberg E 17946-00 4/13Limittestresultsonly. HARTCROWSER Figure B-3 BOUNDARY AND TOPOGRAPHIC SURVEY WmW 2 ES C. I-5 4 ® y LL PC co , 2 NORM BM STKt 0 _ O Z ' 3 WIdWh1- F a m W N 1 ¢ _ ¢ N 01 DESCRIPTION RAILROAD n-OF-WAY AND RE TRUE POPPE OF BEDNNN ADGOFS. 3.GENERAL PROPERTY TAKES MC)SINCE EH4t0ES AS FM10W5, 19.EON.AND THE TERMS AND cox..THEREOF: RESERM O 0 = H W PER NEXIIIIE SOAR PUT CERTIFICATE ORDER NO.TAM LANE,SAID PONT BEPIGON A 691.78 FOOT RADIOS CIRCULAR MR.TO 100611FR.1WHERE T.PENALTAD STATUTORY FORECLOSURE CO.. Bt.CANOE 8EFTIM1 PURPOSE UIBi11E5,AREA ATEMED ',woolOF DATED JULY 15,2014 AT.0.) THE ROTA FROM WMH PONT ME LATHER OF SAID CURE BEARS IF AN.PIER DEUNOUENCY(1ST NVF DEUNWEHF ON MAY 1;2ND SID EMIT.S.RECORDED MOW.MM.TINDER RECORD!.ND' En oe V O I- U. " F- SOU1H 391138'WT51:HAF DEUNOUCM ON WEN.1),TA ACONAN ID' 7201070304 NORM 6M ST S6 1 a U. O W 2 PARCEL A THENCE SWTIIFASTERLY,ALONG SAD CURE THROUGH A CENT.. EA.082305-9197-04.T 2014.BRED$326,681.20.PRO 116334064, PLOTTED HEREON) 01 iiiiii I 0 O O ALL THOSE PORTIONS OF PIE SOU.1/2 OF SECTOR 8,TOWN9PP 23 ANGLE F 0640'09 AN ARC DISTANCE F 8052 FEET TO THE EASTERLY BAAR W$136.340. ME CURRENT LEINCOM Y 2100.ME KING 19 r ,t CC 0 NONIN,RANGE 5 FAST,WJL,AND OF RFNTON FARM Mar..PER RAMP OF SCUD HOUSER WAT NORM AND THE MENUS OF SR°LANE COUPYASSES OR5 TAX ROLLS DISCLOSE THE CURSE.ASSESSED 20.0 RENT F AND ME TERMS AND CONORI1NS 1 04006 MN. 0 RAT RECORDED W STUATE W PE CITY OF RENTON.COUNTY OF KM,STATE OF vAUES A FOWY5 MOE RENTON,PURPOSE WATER LANES,AREA AFTECIED. PORTON OF Ea MINE 12 OF RATS,PALE 37,RECORDS OF NM COUNTY,DEWING TIASTNGION. LAND 16,69),2W CO 90 PREMSES.RECORDED FEBRUPYB,2005,UNDER RECORDING NO.: IY Y q$ G Z t7 OF CAR STREETS AND N TD THE AOOWWC,AS ON,AS ATTACH BY 200502080737. SITE/j Z Z L7 2VERAT.F TAW,AND PARCEL U. LLPROVEUFNTS: SI6-0163O0W ROTABLL)EASEMENT AREA 5 NORM OF 9UB.CT A. Q W X RE OAR DINWORKS ADDITION TO TXE CRY OF R47.RE AS PO PLAT THAT PoRANG F THEDST SOUTHEAST IBE F SECTION. iOwNSOP 23 TOTAL• RELATED)TOO W SITE N = N RECORDED IN WWYE IS F PUTS,PAGE 1),RECORDS OF I. NORM,RANGE 5 FAST N.u,DESCRIBED O FOLDOUT. MT ILATD) 21.EASEMENT MID ME TEP15 AND CONDITIONS THEREOF: GRANTEE Call.IO M.vAU.TED CEOINNMG AT THE NORTXMESM CORNER OF SAID SOUTHEAST 1/4: EASEN9T AND ME TERMS AN)CIXDRONS MEFEF: DRAWEE RE 4 1 ORIGETSOUNDENERGY.M.PURPOSE UNDERGROUND FAMES.TAU W6 SA W Z AVENUES,AND ALLEYS AMMO AS WORD ATICX BY THEME SOUTH 842Y25'FA..HANG THE NORM LANE OF YID AFFECTED-UNDER D- FORD T1 O SAID PRDA00015].RECORDED. MAR.25.2010. m $ Q = 0. 0 OPEP TON OF LAW.DESCRIBED AS FOLLOWS: SUMMON.455.18 FEET TO TIE WIFMECIION OF TIE UST LINE. AREA REMON.PURPOSEAFFECTEID: PORTION Or O PREMISES.AND ECO. D: AP.20, 5, MR)H AIM ST Q BEGINNING AT THE FAST 1/4 CORN.OF SAD SECTION 8...WHICH PROJECTED RO.HFALY OF HOUSER WAY N&TM(FORMERLY MI RO. 93.UN.RECCMH6 NO, 730.05u92 Ri.CWiOFD: APO.20. SAID NSMUm.T IS A RERECORD OF ME SAM RECORDED UNDER I-5 9 1 O h W POINT THE NORTHEAST CORNER OF 54D swim BE.NORM AVENUE),AS RECORDED UNDER KING WM.RECO.*NO.5913625E RECtlDWG NO 2E091002001295 01'02'09'FAST: ROTABU)FASFYFM EAST F SIBIEM AREA RDTABLE) FA4IMEM AREA 6 NORM F sumo AREA 4+ Z O Z [C THENCE scum IBW'a0'FAST.ALONG SAID EAST UNE 125.47 FEET TO Z LLPENCENORM822719WEST,ALD O,PIE NORM UNE OF SW SOUTH POINT OF TANGENCY WEAR A 60369 FOOT RADIUS CIRCULAR CLRrE TO 5 EMD EN AND THE EMS AND COMMONS HEREOF GRANTEE a = d 22 RESFRVATIOS CONTAINED IN PE CAME kFMON OROWAOE M. G' O2.A DISTANCE F 1617,56 FEET M Ill EOS1bNC CENTER F ME RKi1T CITYOE RFMW,P1IPPoSE FIRE HYDRANTS AND Ah'URIFNITIT WATER 718 NORM 3R0 ST 0 ~ 0SECTIONMONNE. THENCE C100011 NG SOUHERLY,ALONG SAID EAST UNE AND 540 UN6.AREA A9FECTEO POR ON OF SAID PROEMS,RECORDED: v. THENCE LJIO 01-0949 WEST,ALONG THE NORTH-SOUTH CENTER CURE THROUGH A COMA ANGLE OF 140100"-AN ARC DISTANCE OF 100E 3,1985.UNDER RECORDING NO.: 85010`A151. OMIWEMS HERE NOT PRODDED) NSOW WT WE m 1 Z I- SECMW UE OF SAD SECTOR 8.A°STANCE OF 60 W FEET TO ME 20037 FEET TO A PONT OF TOKENtt. UNABLE)EMMET AREA 5 NORM AND EAST F SLIM.AFCA 23.COVET...COMMONS AM RESTRIMENS°POSED BY INSTNUEM m Q 5SOUTHERLYMARGINFTHENCESOUTH01.0920'WEST.ALONG SCUD FAST LINE 37,21 FEET NORTH 3M STREET AD THE SOUTH IRE OF THE 170 30 FRET F i0 AN WESEC ON WITH THE SO MERCY ROM-F-WAY LYE F DIE 6.maim AND PE TERM AND COND.°.0HSEF: LWN)FE MAW. ITOvEm 26,1991E CT. ARECORDINGONORACE,COLOR. U31 VICWIY MA(NOT-iO-SCARE) r BLOCK 1 W SAID REM.FARM ACREAGE...THE TRUE PONT FUHNG ANYCOYDWR OR RESMOION BASED ON PACE,COLOR. BURLNG1ON NORTHERN WC RAILROAD AND ME 1RUE PONTPoWT F PUGET SOUND POWER&LEM W:.OPURPOSE 04175. 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PENCE SOUTH 01'0569 w6E ALONG SAID WEST ENE AID ITS FEET TO A POINT F TANGENCY: A S BENCY DOES AS INSURE THAT THE LAND DE R APPURTENANCESWSANCES 00109 AY PROLONGATION.123501 FEET TO ME SOUMWESM CORNER MEFDE SOUTH 2229'40'FAST.ALONG SAD RCN-OF-WAY 295.43 FEET 7.EASEMENT AND ME TERNS MD CON°TONS MEREF: GRANTEE A 5 BENEFITED BIFASERM COVENANTSBETS OR 91J0 AP REAL POLES F BLOCK 5 F SUD RAT AND ME EASTERLY ROOT F GARDENUGET SOUND FUYEit&LIGHT COMM.,REPOSE:UECIRIC SET FORTH N SAID E BOUI0010 OFHEFT OR BLIRDFN REAL AFME NORTH. TO A PONTP F TANGENCY VAN A 701.JB FOOT RADIUS L°°RM CURVE TRANSMISSION SYS.AREA AFFEMED RAMON F SAD PREMSES. PROPEATYOUISIDE ME WUI'DIAIES F SAD LAND THENCE SOUP 01'0631'WEST.ALONG SAD EASTERLY LNAGW.1,099. i0 THE PJGIT: fl145 F 75 REM TO THE NONImm,CORER F MDT 1 W BUCCAL{F THE THENCE CONTINUING ALONG ANGL SAID RIGHT49.WAY AND ALONG SAM 23329E RECORDED. EASEJULY13.T AMA 5 N FOCICfRECORDING N0: 92MI30662 24. PIDTABLE) HEMS F 0.01P FOR M6 879SUR.wA 5 HEAD BJ/91 PER CRT F RLIEFMON CRY F MORESUD CAR WORKS ADDITION TO THE CITY OF RENTON FED TO A MENTAL ANGLE OF 1403'IB'.O ARC°SOME F 2]]29 POTABLE)EASEMENT AKA 6 NORM F SITE 11.REUNO FOR AC FILL EASEMENT FDMNG.MERE OR RENRN COTTER FORM NO.9 A 70 411D FOR PO O 16 MO A HELD BETWEEN FEET i0 A PONT F TANGENCY. 40105u1 FOR ACCESS,UGHM,YEW AND A44 AND ALL RKMIS F SAD COMM G NNW14 109 04 WNMO MA W I81)4U6 HID FORTHENCESOUTH891919EA.,ALONG ME NORM UNE OF SAD LOT I 8.EASE..AND RE TENS AND CONDEMNS 0EREF. GRANTEE. INGRESS.EGRESS AND REGRESS TO FROM AND BETWEEN THE LAM AND ROMt10N,PEWG NDOx Ma925'FASM. AND I5 MERLE PROLONFATKW,1I9 W FRET TO ME NORTHWEST PIERCE CONT TO 0 ALONG SAID ROUT-F-WAY.SOUTH 032652'EAST TWEE SOUND Pd.&LIGHT ENFANT.PURPOSE ELECTRIC THE HGHWAYOR M19 041 TO BE CONSTRUCTED0ED ON LOD CO MTE°CORNER F LOT 6 F SAD BLOCK 4; RANSMISSION UE,AREA A.1949r. PORTION F LAD PREPS.. VERTICAL DANY: 2OM FEETV A PONTPoIC F TANFNtt WT.A 615 fi0 FONT RADIUS BREED TO STATER W.1956.W,CAT..O NO.-40.1956ERD.E SOUTH 0505'S1'WES4,AICrvG TIE WEST 6.9 F IDES 6 07507 CURVE 00 TIC ROE; 920ORD@ SPENBFA 21.1992 UNDER RFLOR'.' N0- RECORDED:OCTFU 18.1956E REDORONG N0:4]10681, RER11UL DAM FPO TM.1847 5 HA,0 Pd LE F WON CITY 98PRWRI10FSVDVP)4,A 06LWCE F 226.95 FEET TO PE MEFOE CONTINUING ALONG SAIL 51M-F-COW 6 STD CURVE. 9209210143E PIOTOfE) ROM CO..PANT N0.RBI)MS HELD TOTE FIfVA1KKN,BONG T-01 FEET SOUTHERLY LANE 9 SAKI S.OIX; THROUGH A PONTOF TOGEE OF IS'I6'OS',O ARC DISTANCE F 164.W HEREON) N ) THENCE SOUIN 5 045E{'FAST.ALONG.ME SOUTHERLY TAD F YID FEY 7 A Wi F L000 501';40 SEWER GRADE 1014E 8 AND 10 204 5. COMM.THEREFBLINK4ANDRSEASTERLYPROLONGATION.869.30 FEET TO A PONT ON 9.EASEUQT AND ME TERM AND C°d110N5 M3EF. GRATED. THE NORM-SOUTH COTTER F SECTION ENE F SAD SECANT 8: 11576E EETTO A ALONG SAD E.WIN I1'49'11'WEST. IMPOSED BY O 92010903EWROED.JANUOAi'9.199E UNDER DALES OF Y BYEY.POET SOUR POWER&.S CN LNE,115)6 FEET TO A FUN OF iANGFNCA NMIX A 1953E FONT RAMS PURPOSE:EIELIPIC TPAMMSSON WE,AREA AFFECTED PORTION OF RECORDING NO 920N9M31. FEUD TURFY BY BOOMIISN CWSIEING dKwNEHS.NC[C4DICIED N JIBZ THENCE SOUTH. 1 3742{'EAST.ALONG THE SWM UE OR HOCK ET CELLAR CURE TO ME WEAN; MOT PIDII.VBIE) 9111E AL MOMENTS SOWN AS FOUND'ERE NM AT THAT TARE AND MIS°STAY PROLFK.AION,F AA',F SAD RAT.2182E FEET SAID PRFYLKS,RECORDED. OMDDE(R N1,1992E'.NOR RECORDING NO. 10 THE WESTERLY LIAR.N F VACATED HOUSER WAY NORTH PVOE LA CONW ALONG SRO RILNM-F-MAT HE'D S.CURVE. 92117ABLE0 ZA/N/A THROUGH A CCNTWL AGIE OF 1631'11',1N ARC pSMNW F 910E 26 DW WUION OF SEAFECA)ON F SPECIAL UILLMiI'CONECWN TO ICCOUNI. RAACAD AVENUE), HER i0 O ANGLE POEM N SW RIG.TO WAY,SNDREM PORK BONG W PLPR'NE)EASETIdNF AREA S NORTH MID d51'F SUBJECT AREA CHORE AND EC TERMS AND COMMONS THEREOF IMPOSED Bl APR 7223I0-0010.O02.i16-91M,AND OB2b5-9I)0 1.NCE NORM 2550'2N• O EAST..0.ME T A POI TOF T F SAID A 3426E EOM RADIUS U CURVECANE TONORTH RKNI FRW WITCH WS8UMEM RECORDED-AUGUST 10.1992 UNDER RPM.NO. VIGIED ROUSER WAY NORM.41423 iCU 10 A POINT F TANGENCY PENT THE CENTER OF 51D WRYE Bd15 NORM J6'16'l l'WEST. 10. E RENTO API IN E PLIBU .LAMS SEEM A GRMEW NOT PL964. I RECORD F SUR : 1wiTH440 E NORTH ROT LOONS CTWw4 CURVE TO TE LEFT CNYM ROTOR,PURPOSE PoBLJC DELETE YAM AT 24. AREA MEWED. PLOT.. 1 RECORD F SUN°920508900.T Q F I 1THENCENORTHERLY.ALONG SAID CURVE AND SAD WESTERLY WRGW. TEA[CONTINUING AMONG SAID RKRif-F-WAY AND SAD WPM. RECORD.F SAD PREAISES.RECORDED iEBRU4RY 21.199J,UNDER 1HROON A PONTO OGLE OF 2250'00%AN ARC DISTANCE F 31{.N THROUGH A CENIPAL ANGLE OF 2221'02'O ARC DSMANCE OF 17581 RECORD.NFAM.OYLb181. 27.UNRELOROED LLASEIOEDS,6 ANY.RGHIS OF VENDORS AND PROCEDURE/NARRATIVE 0 ROTAIDE)FASOET AREA IS NORTH F SUBJECT AREA HOLDERS OF SECLOWNIFAOTS ON PERSONAL PROPERTY NSI.ED A FIELD TRAvRSE USING A SPECTRA FOCUS JD AND A TOP.GR-5 SUPREME.FEET,P A PoWi F TANGENCY: REEF 10 A PONT COMMA.LAG SAID 0 THENCE EETOA SAID RNR-F-WAY.SOUP RA' WORSE UPON THE ONO.ND RIGHTS OF TERWIS 10 PERDUE TRADE FIXTURES WISH POLO COTES,NO PERFORMED ESTASSHNT THE.. U H AND AD THEME NORTH 01'W'2M DST,ALONG SAD WESTERLY YJAGIN,1621.50 19028 FEET TO A PONTOM OF TANGENCY WIN A 68555 FOOT P.'DIUS 11.ESEYFM AND PURPOSE LEANS AND CONIDRIINS THEREOF. GRANTEE At THE 709485ON OFME EERY.DISTANCE RBATONSIR Roam.ON ME ETSUR DO PMS TIC TROT A.D Q CTYOF RE SYS .ARAPUMA N PORTION4 WARS AIL ASSOOAED FINE Tt. 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MANTEL NORTHERN RAITRON,RNTT-OF-wm SW ANNE NUN°ON A 69678 PENCE CONTINUING ALONG SAO ROE-F-WAT.SOUTH 2368'02'WET CTTOE RFMW,PURPOSE:PUBLIC STORY DREW PPE OSIER AREA FOOT RAMS CNCUM CARVE TO ME LEFT,ERNA KHCN PONT THE 7596 FEET: AFFECTED- FO ON F SAD PREu5E5.RECORDED SOMM ER 26. COTTER BEARS SCUM AN 31E21'3 WEST: THENCE NORTH 6609'40'WEST 1234 FEET TO PE EASTERLYEASTERLYMARY OIN 1.7E UNDER RECORDING NO: 9709261702. THRICEd8T.NORIIMESi 10 W 6DSAID CURVE AW SM 440(OF.0H(XSER WAY NORM,SAM POINT BONG ON AN 049.FOOT PLOTTED HENNA) WON.A CFMPAL ANGU OF O '46'. ARC DISTANCE F 10218 RADIUS CIRCULAR CURVE TO RE LEFT F1O11 RUT POOR THE LAMER FEET:F SCUD CURVE BEARS NORM 6609.49 WEST, 13 ALL COANANTS.CONDITIONS.RESTRICTIONS,RESIO NATONS. 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F AY,.ER UDROIIEFON(1ST IMF SUCCESSORS MO ASSIGNS FOREVER,ALL ORES AND MIEPAIS F1901'W"AN UAL°STOW F 190.1)fFEI TO A PoWI F iAOFMY, DElINOUEN ON Wi 1:END HALF DEUWEM W ANNATURE WHAISOEIER W OR UPON SAID LANDS.WCIWNG CO.OP YID K.BEING HERE.. 1.3213m 10 AS T9NT A': NOVEYBEA i),TALI ACCOUNT N0:)223W-0010-M.YEAR-2014E AND GS,TWEINR WITH ME R°O TO ENTER UPON SAO TADS FOR THENCE SOUTH 01'W20'WESO I.62I58 TM 10 A POGO F - RILED:168277563,PAID:1J11.38782 PC REPOSE F 0019 00G ME SINE FOR SUCH ORES O0 YWEFWS. Z 4 01 TAAAOY wTTH AN 819.02 FOOT OS Cu CIRW VA CORE TO ME FOJNT. MANGE.1341.38781. THE CUAR.IEVYCOCO S 2100 AND FOR 041E PURPOSE F DRILLING.OPENING,00.8E 4W ANDHT 1XENCE SOUTHWESTER.ALONG SAID CURVE IHROUCN A CENTRAL THE KIM CWMri46SOR5 TO RUGS DISCLOSE ME WREN WORK.PINS AND HEMS T0RFFI,AND 1N.°OM 0 REMOYWG Q M N NANGLEF22909ANPACDISTANCEF326.19 FEET TO A PONE F ASSESSED VALUES AS FN.. THERETROM A11 SIICN ORES AND LITERALS.AND TO OCCUPYAND MARE O N co 2 re FtGs TH SOUTH 2750'20'WEST.40{.65 FEET TO THE NORTHERLY MARGIN TAD 610.083.2W.W USE F SO MUCH OF THE SP0AE F SVD LAND AS APSE rnI w WWPROT.ENS:117.82J$W W RFASONARLMECFSSANFCR SCUD PURPOSE PROWLED THAT ME SECOND Z Id gi F NOR.{TH STREET(GRAPY STREET)AND NE M.N.F SAID TMAE 17,911,1W. PARRY.NET HEWS.R.SSENOTVES.SUCCESSORS OR AEGIS SHALL n'QCENTERA£.W00 ME SDE LINE F S.STRIP BEING ETTEFIDED OR BE PAID JUST AND REASONABLE COMPENSATON FOR AIM..OR 3 M)It17) E3 a9 ° SHORMIDED.AS REWIRED,N MEET.ME NORTH MOM F SCUD NM SI.RELATED) DAMGE TO THE SURFACE OF SAID UM.TO PE(POPS OR TO ME N ,„EN N NORTH 404 STREET, 837000YEMS MEDWN BYRE EXFAOSE OF ATWCTS HEA 44MEETMEFASTMOOFEETOFMESOUTH395.00 FEET THEREOF AS 2 GENERAL PROPERTY TAXES A0 SERVICE CHAROER.AFORECLOSURE C RESERVED,B.PRODDED NRI40R MAT PE DER 5E OF EACH MGM Z N N -I E REGARD UNDER RECORDING ND.7204190334E TOGETER WITH INTEREST,PFNALTOD STORM GORECLOSURE C0515. 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M. r, Fp SURVE NGEENV ONMEMALN SERVCES Dales:/ J/ 1 CITY OF RENTON KING COUNTY STATE OF WASHINGTON 6 6 VD END H oppdala\ Iocol\ Iemp\ ccPubbsh_ 3966\ 12567I001. de. g Dote/ lime. Jon 29, 2015— 5. 46pm Scale. I'_ 50' smay Peels' City of Renton Print map Template Legend Ciry and County Boundary l Other I F i, r MR J Gty of Rentonr Ili' ri Parcels ill stFloor 1st Floor j: t 'U;fl t it nd Floor n.n1N- ": 00* )\ \ , ' \ 11 MI Bill" r e I 1 Ij Other Buildings i a s Li .? y„+ ti High 8f1( .. Buildings V 1 I 4. ll a rR I c:'t' ,„ %'n.t 7'.''' r , elm Illiziatzp, a, am ILI . Pt, f,L '' '-:'` i" itl' `,'Yt b.Y"f"a"M`P.'ia)'t"`ii't'1'2C'ttki.aYY. w. mu i '. '' * r 1 , .. . a wilk Illiii EINWrimmimi 7.1,.."- ., , itot:,, I Ilw t.,, I ' r ,r' ,r •s; j1^ 1H i' r I 1 44j4i11JP1 R; , ".' N..s. f Namedia L III 4 i sp i,prO..ii' .r,,lik*410 114.11144111.:,44,4a2clic 02, Iii. p . as. a moor.v Men MEMIP1it . It ria MEM Eli OM its d ® viol 12'`405 MU, MI OM MINN NM Mi 41P lit 'ai,MI a1al 11 ala we arr um itaweimeuImii . ji arr=ter- — mom .. ., s . 411# 41111P r —OM — M d sor t lii M/ a am i Lap w, Hills Park h ill L..1 aw1C INE 1izI'Ii a' In IIW Notes 4001, t r NNE None NE EN ft;NM EN ES SE 'ERE Elll .Eft ant ENN \\I 1 li e f . : : a - . ,,40, I I. H II. 1111 ial. imiI \ 1/4::, it moo ifmosum El gm .1=.11 me MB iii.IOW IMP••.10.11 r liklill 0 Information Technology-GIS This map is a user generated static output from an Internet mapping site and is for reference only.Data layers that appear on this map may or may not be Cityof 1023 0 512 1023Feet RentonMapSupport@Rentonwa.gov accurate,current,or otherwise reliable. ton aye'; WGS_1984_Web_Mercator_Auxiliary_Sphere 01/21/2015 THIS MAP IS NOT TO BE USED FOR NAVIGATION Finance&IT Division Kris Sorensen From: Craig Carney <CCarney@FHOARCH.COM> Sent: Monday, December 22, 2014 8:36 AM To: Kris Sorensen Subject; A14-290 PACCAR RDC - next meeting i Hi Kris, I'm wondering if we can schedule a meeting with the1 city sometime on January 5th or.later to cover the following items: 1. Permits needed and permit process with necessary documents 2. Permit timeline once sub}itte A r 3.. ' R.O.W. design 7-( l5C/j / c`u ecv 14 U I 1 / urnslm-60 i . 4. Separateypermitsforbuilding, site development and R.O.W. design i Please let me know when the city is available and I'll coordinate e_ /everyone n ourrlc,; Ly 4, ,,,C dii,, 757Iy 77,1,7 aeie 5.eperer4e,e'Thanks so much and happy holidays. u f f N , e /JSUe t l Regards,i/.h id/ Cols", CRAIG CARNEY PROJECT MANAGER 1 C f " w.a Gs 6r .r61 if l2rfvl G SA r i it & do Architects, Inc., „Sp W , G, = 5209 Lake Washington Blvd NE I Suite 200 I Kirkland I WA 198033 /0 ter. a r$ '5 6 v t 425 827 2100 t Rvmv(#t ' 425 828 6899 MAlwf Taw fly1 14f7f/' s ccarney@fhoarch.com fltr ai_ci .,.gQ. .. { i..,i.D.Egr,IItl i _[ fitter I Er. ce1.c.cis. CONFIDENTIALITY NOTE:This email message contains information that may be privileged,confidential and/or protected from d sd0sure,The sender intends the message only be read cy the individual or entity named above.If you believe yfYj havo received this messec,,,e in error,pleas-notify;ender Cy e-mail or phone immediately. I'!you are not the intCndoO recipient,any dissemination,distribution or Copying of this message is prohibited." A Please consi er the vironment before printing this e-maillz r C dote i( r i f` VV w!/' Preload're loa d' , , io PPirthf )3/4 Pffm • - fiE s whiti-i -i(kopicrnift' Feb 7 O su6Id{a/ tvehemte S(thoMr)-fm( poyc4ef C" a eu ix flru L- vvt pArtn f+i " V51 ci ,I co f es ii ti-fey, i K CD( 1i co6rioact-000 01 .i. ; r.T1 x. I .. ! F • 1 yiet ni Insert Format Text Review a r; e Forvvarc One W,. .. . ........ . ...... . F.j L.,..,... .1 ei--:-.. .1.7".7 CA'.1..1E tx' i tom i \,,' 0 a-L••^f Save c Delete4.ppointment o.S.ched-u ingi _="..ccept Tentative Decline Propose Close l OneNote i Assis anrt``a New Time Items Eed Items .-=., 100%1 -1- 415 mA .. . 110:Ga 11:00 12:00 1:00 2:00 . 3:00 5 rn ..o..=.e.`= +"L?5' i. •'.` v":.,,,:v!e-. "{q mot*a: e .'•"+("_*.i PRE"1 e C::! 71AllttendeeaA . r f _ , P Ei= - i. 1 1411 0 Craio Carve? ,CCarrre\.gFH ` .\` \` \\\, . ` ` `````'```'`k`` ` ` \ P EI. - + ; ! lam, tick Grimes rarimes, FHt x1 `11• a 1-forinabon. p PRE14-000 I 1; rjCIScottSedber iscott.sedber \`'`\\\'e \\\ ` '', \ No free,busy information could be PRE1s4-000 I 1 i 0 Jason Hubbell <ihubbeil gbar ` ``` `\ , ` \ \ recipient'sThe er•e•.ea cc ulci not be V 0 Rob\tle't, Jim <Ro lev'J`''hs,,Nc Contact •'.Dour adminisb ator, i J PRE14-00U 1 i 0 Kris Sorensen U PRE1-T-4OO4 ai 7) PRE14JG .i ` Jr f EµShe PRE1-I-00 I D0.14 AR F; L.....PPE1 -0 ' PREI.4 00, ' s . . i PREI4-O0O 1 I ilLJ PE34- PPE - { . Kris Sorensen Subject: Mtg with.PACCAR; RE:Parts Distribution Warehouse Project Location: 6th Floor Conference Room 620 (alternative is 610) Start: Wed 01/21/2015 8:30 AM End: Wed 01/21/2015 9:30 AM Recurrence: none) Meeting Status: Meeting organizer Organizer: Kris Sorensen Required Attendees:Cliff Long; Craig Burnell;Jan Illian; Steve Lee Optional Attendees: Mark Santos-Johnson Resources: 6th Floor Conference Room 620 Hi— PACCAR has requested a meeting for the new Part Distribution Warehouse to review needed permits, permit process, permit timeline, ROW design,and the separate peri mits needed for building, sits development, and ROW design.This would be Craig,Jan and/or Steve, and myself. If you recommend other staff, let me know.See below attached email from their project manager if interested.Their attendees are Scott Sedberry with PACCAR and four consultants transportation,site development,architects). HIV:• t hi;li'IT't ti Room: In case Room 620 is demolished by then, I Iave also secured Room 610. Kris 6593 1 gi73I Y C 1=200' Z 0 100 200 400 ate I G7 NORTH 6TH ST o N N ZN 9+51,731 sio pi aIrn 1 i Z 7/1/t J7 ' co I" 1 I I 4— P--- LOIIC -.,- —I r- I L I I-- I I ! 0,-.- I C -II— —I C c 1Pl7/.wl ice j I x w NORTH 4TH ST10a,. I L , L rI ' Q 7 -r I et' fir\ / I—. m,_3\/ lq J mt.c., I Ii x NORTH 3RD ST t . ;\ I- \. )i II. Fr 7----- HH f-'•'..--.k'''''''—':\ Jam- 1 VICINITY MAP1sP!f[ 1'i NOT-TO-SCALE) Op r ::, f'r EARTHWORK AN•RTl 3 AREA5. 31TE s3 J- Fi.,«:;, 1' FOR PERMIT PURPOSES ONLY:EXISTING SITE AREA=1,i 11 Ai,:, ANPOND(cam a '7' i j'I EXCAVATION) AREA DISTURBED DURIII o • °_ 11,I r GRADING: CUT/FILL=16,000 CYIJL > IMPORT=120,000 CY O • ' i t L_ PHASE 2 (REMOVE PRELOAD AND FILL PAVEMENT AREAS)4 1.S I GRADING: CUT=139,000 CY t :fiii II J- ---I ' 1 FILL=139 CONTACTS:21-! . ) Il - - e - e':'=. BiSUDFIG ! ....___,) 1 : ' A 13 I- 4. I g , II 1• M I 1 1 FF-39 'I 7 i .. i.....f / 7/ i 1' ---r OWNER. SOILS ENGINEER'NEERII:, I PACCAR, INC.0I' tr . I „ I 777 106TH AVENUE NE HART CROWSER 13+0o is r `._ 1700 WESTLAKE AVENUE NORTH, SUITE 200T..— .__,• t - BELLEVUE, WA 98004IflA SEATTLE, WASHINGTON 98109-62121 i-_ _8 00 29+00 30+00 31- CONTACT: SCOTT SEDBERRY 206)324-9530l r SARAH B. UPSALL; PHD. PEItCr4‘ Y `. 425) 468-7318 In co P ENGINEER: SURVEYOR:PROJECT LIMITS BARGHAUSEN CONSULTING ENGINEERS, INC. UR V E t OR• 1 SOUTH NC. BARGHAUSEN CONSULTING ENGINEERS, INC. KENT, 7 D AVENUE 18215 72ND AVENUE SOUTH N PHONE: (425) 251-6222 P5 CONTACT: JASON G. HUBBELL, P.E. PHHOONN E:: ((4225)) 251-6222 EMAIL: JHUBBELL®BARGHAUSEN.COM CONTACT: DENNIS SALTYS, P.L.S. EMAIL: DSALTYSOBARGHAUSEN.COM 1 L° n,O&-vc,) DEPARTMENT OF ciryof t.. COMMUNITY AND ECONOMIC e111 j ©InDEVELOPMENTl r p r2 c(' M E M O R A N D U M Lti c Gv` ssfi DATE: May 8,2014 V S pb', TO: Pre-Application File No. 14-000481 FROM: Kris Sorensen,Associate Planner SUBJECT: PACCAR Parts Distribution Center General: We have completed a preliminary review of the pre-application for the above- referenced development proposal.The following comments on development and permitting issues are based on the pre-application submittals made to the City of Renton by the applicant and the codes in effect on the date of review. The applicant is cautioned that information contained in this summary may be subject to modification • and/or concurrence by official decision-makers (e.g., Hearing Examiner, Community & Economic Development Administrator, Public Works Administrator, Planning Director, Development Services Director, and City Council). Review comments may also need.to' be revised based on site planning and other design changes required by City staff or made by the applicant. The applicant is encouraged to review all applicable sections of the Renton,Municipal Code. The Development Regulations are available for purchase for$50.00 plus tax, from the Finance Division on the first floor of City Hall or online at CFve(net' 4 www.rentonwa.gov f/ Project Proposal:The subject property is located at N 4th St and Houser Way N. The site 1 f. L. Th area is 2,876,266 square feet (sf) in size. The project proposal is to construct a one- cp story, 36-foot tall, parts distribution center with warehouse space and associated office. 4- The approximate square footages of the spaces are 8,500 sf office and 163,000 sf 6 $/q ,SF•, warehouse with a 10,000 sf mezzanine.A total of 19 truck bays are proposed, 10 for z`''/l`Q shipping and 9 for receiving. Vehicle parking spaces for the site include 8 standard stalls tie( ti and one van accessible stall, with other required parking stalls provided at a large L(Z existing PACCAR surface parking lot just north of the proposed building. Access would Lot CilY be provided via two new driveway access points from Houser Way N. The site is e y y 36 sf identified as an Environmental Protection Agency Superfund site where a•remedy for 1'ps the site was completed in 1996. our - 2yor 4.5 _ Current Use: The overall block between N 8th St and N 4th St from north to south, and - - Veil Houser Way Bypass to Garden Ave N from east to west is currently developed with PACCAR's truck manufacturing building, offices, parking and other related improvements. The southern portion of the block is generally vacant without buildings. PRE14-000481;PACCAR Parts Distribution Center May 8,2014 Page 2 of 6 Zoning:The property is zoned Heavy Industrial (IH). Overlay Districts:The property is not located in a design overlay district. Development Standards:The project is subject to and generally appears to comply with RMC 4-2-130A, "Development Standards for Industrial Zoning Designations," effective at the time of complete land use and building permit applications. Lot Coverage for Buildings—There is no maximum lot coverage in the IH zone. Setbacks—Setbacks are the distance between the building and the property line or any private access easement. Setback requirements in the IH zone are as follows: 15 feet minimum for the front yard and side yards along a street, except along principal arterial streets where the setback is 20 feet. There is no setback for side and rear yards unless the site is abutting a residential or commercial zoned property. The submitted site plan shows the building is setback roughly 58 feet from the southern N 4tn St and roughly 120 feet at the nearest building edge along Houser Way N. Setbacks may need to be reviewed following any required dedication of right-of-way(see Plan Review- Transportation/Street comments). Setbacks would be verified at the time of building permit review. Building Height—There is no maximum building height in the IH zone. Screening—Screening must be provided for all surface-mounted and roof top utility and mechanical equipment (see RMC 4-4-095. The building permit application must include elevations and details for the proposed methods of screening. Loading Docks—There are no requirements for location of loading docks in the IH zone. Refuse and Recycling Areas-Refuse and recycling areas need to meet the requirements of RMC 4-4-090, "Refuse and Recyclables Standards" (enclosed). For warehousing and distribution developments a minimum of 3 square feet per 1,000 square feet of building gross floor area shall be provided for recyclable deposit areas and a minimum of 6 square feet per 1,000 square feet of building gross,floor area shall be provided for refuse deposit areas with a total minimum area of 100 square feet. For office space, a minimum of 2 square feet per 1,000 square feet of building gross floor area shall be provided for recyclable deposit areas and a minimum of 4 square feet per 1,000 square feet of building gross floor area shall be provided for refuse deposit areas with a total minimum area of 100 square feet. The location of the refuse and recyclable area is not shown on the submitted site plan. The size and location of the refuse and recyclable area would be verified at the time of building permit review. Landscaping—Landscaping requirements apply to all new buildings and conversion of vacant land. The development standards require that all pervious areas within the property boundaries be landscaped. Therefore, all areas of the site not covered by structures, required parking, access, circulation or service areas, must be landscaped with vegetative cover. Ten feet of on-site landscaping is required along all public street I PRE14-000481;PACCAR Parts Distribution Center May8,2014 Page 3 of 6 frontages, with the exception of areas for required walkways and driveways and those zones with building setbacks less than ten feet. In those cases, ten feet of landscaping shall be required where buildings are not located. For parking areas, all parking lots shall have perimeter landscaping. Existing native vegetation can count towards required landscaping. Where 15 or more vehicle parking stalls are proposed, interior landscaping is required. Refer to landscape regulations (RMC 4-4-070, enclosed)for additional general and specific landscape requirements. The submitted site plan does not indicate landscaping.A landscape plan and landscape analysis must be submitted at the time of application for building permit application.A final detailed landscape plan would need to be approved as part of building permit review. Lighting On-site—Regulations pertaining to building lighting and parking lighting can be found at RMC 4-4-075. A lighting plan would be required that adequately provides for public safety without casting excessive glare on adjacent properties at the time of building permit review. Downlighting shall be used in all cases to assure safe vehicular movement in an area where pedestrians could be walking.. Tree Preservation—If any significant trees are currently on the project site, a tree inventory and a tree retention plan along with a tree retention worksheet shall be provided with the formal land use/building permit application. The tree retention plan must show preservation of at least 5 percent of significant trees.. . , If trees cannot be retained,they may be replaced with minimum 2 inch caliper trees at_a rate of six to one. Parking—Regulations pertaining to vehicle and bicycle parking can be found at RMC 4-4- 080 (enclosed). For mixed occupancy buildings, where the proposal would mix office and warehousing and distribution,the total requirements-for off=street parking facilities would be the sum of the requirements for the several uses computed separately. Based on the submitted application materials,the following ratios would be applicable to the proposal as parking requirements apply to new buildings: AUTOMOBILE PARKING Use Square Footaqe Ratio Required Spaces of Use Warehousing and ' 160,000 gross sf Min and Max: 1 space Net floor area is Distribution (defined in the ' per 1,500 sf of net floor unknown. 107 stalls for parking requirements area. the gross sf. under"Industrial Activities- Warehouses and indoor storage buildings") PRE14-000481;PACCAR Parts Distribution Center May 8,2014 Page 4 of 6 Office,general 8,500 sf Min of 2 spaces per Net floor area is 1,000 sf of net floor area unknown. Minimum of and Max of 4.5 spaces 17 spaces to a maximum per 1,000 of net floor of 38 spaces with gross area. floor. The minimum amount of required automobile stalls is unknown as the application provided gross areas where net floor areas are used for calculation. The submitted application narrative indicates the existing surface parking area north of the proposed building along Houser Way N would provide vehicle parking stalls for the required number of spaces outside of the 10 being proposed near the new building. BICYCLE PARKING Use Required Spaces Office, general, medical and The number of bicycle parking spaces shall be ten dental, manufacturing and percent (10%) of the number of required off-street fabrication, laboratories,parking spaces. Spaces shall meet the and packaging operations: requirements of subsection F11c of RMC 4-4-080. A minimum of bicycle stalls would be required based on the required number of auto parking spaces required.At this time the net floor area of both the proposed warehouse and office space is not provided, where those numbers would be used to determine the bicycle parking requirement. The applicant will be required at the time of the building permit application to provide detailed parking information including use area, stall and drive aisle dimensions, and total number of spaces provided and where those spaces are located. Gross and net floor areas for both the warehouse and office will be needed as part of the analysis for determining parking requirement. It should be noted that the parking regulations specify standard stall dimensions, ratios of compact surface parking spaces, and ADA accessible stall requirements (dimensions and ratio). Access—Driveway widths are limited by the driveway standards, in RMC 4-40801. Driveway spacing requirements allow for up to 50-foot wide driveway widths with a minimum distance of 40 feet between two driveways. A maximum of 2 driveways are allowed per 330 feet of frontage. The submitted site plan shows 2 driveways along the proposed building frontage, with.50 foot or less driveway widths and a separation between the two of roughly 370 linear feet. The proposed concept is compliant with RMC. Driveway slopes cannot be greater than 15%slope. Driveway widths would be verified at the time of building permit review. PRE14-000481;PACCAR Parts Distribution Center May 8,2014 Page 5 of 6 Signage—No signage proposal was provided as part of the submitted materials although signage is shown on the submitted 3-D drawings on the building. Any signs would require sign permits which.mustmeet City requirements (RMC 4-4-100, enclosed). One freestanding business sign its permitted per street frontage. Each sign shall not exceed an area greater than 0.75 square feet for each linear foot of property frontage occupied by the business. In addition to the permitted freestanding sign, wall signs with a copy area not exceeding 20 percent of the façade, on which.it is located; are also permitted. Critical Areas:The proposed proje t site is within seis hazard area and within the Aquifer Protection Zone 2 area. Environmental Review:The proposed project has previously gone through Environmental (SEPA) Review in 2006 (LUA06-139, ECF) for a parts distribution center and associated office development (SEPA review enclosed). Five conditions of approval were made as part of the Determination of Non-Significance—Mitigated (DNS-M) and those conditionsiare still applicable to this proposal. An addendum to the previous determination may be needed in relation to changes to traffic flows and possible dedication of right-of-way. A traffic study would be required with information with analysis of trips generated as the amount of warehouse space and office space have changed. If the traffic study identifies'new impacts, the project may be•required to complete Environmental Review. Proposed project impacts are consistent with the SEPA review in 2006.The previous SEPA analyzed earth work, water and stormwater, environmental health, noise, transportation, and emergency services..The previous review was for a 255,000 sf warehouse and 5,000 sf office, where this proposal is for 163,000 sf warehouse with 10,000 sf mezzanine, and 8,500 sf office space. There is consistency between the previously reviewed project and proposed project as uses are similar, square footages are'generally similar, and the proposed site location is similar.The SEPA mitigation measures that are still applicable are that geotechnical report recommendations be followed,temporary erosion and sedimentation control plan be followed,that the stormwater detention system comply with required standards in addition to water quality improvements,that all truck traffic associated with the distribution center be limited to the hours between 7:00 am and 10:00 pm, and that mitigation fees be required for both transportation and fire emergency services. Permit Requirements: The project does not require any land use actions if consistency with the previous SEPA determination is found. Building permits would be required. Fees: In addition to the applicable building and construction fees, impact fees would be required. Such fees would apply to all projects and would be calculated,at the time of building permit application and payable prior to building permit issuance. The fees for 2014 areas follows: sivrivovact:ev 6,attiPee f L c y/ct air:Pt a w<<S c(ys- t-e rsl c -) (4- Ge-vSscimeC s PRE14-000481;PACCAR Parts Distribution Center Go k.ytee,l,(,,i f May 8,2014 Page 6 of 6 C.q,/ ,gew 4A5. fitipeedc Ssl /j Rol i7 --44 % / s fr 96i1 Transportation Impact Fee: Will be based on the square footage of the new, /41M building and will be due at time of building permit issuance (see Plan Review- Transportation/Street comments). Fire Impact Fee: $0.08 per sf of warehouse space, and $0.14 per sf of commercial office area (see Plan Review-Fire comments). A handout listing all of the City's Development related fees is attached for your review. T" (ii w, - M 02? C/lpe> / f/*0 G i fGz.e t C7,, o f Tre,c RA? 7 of e 7Mhh r. No ,, ,s 7(7 4e tft/tt/v e1 r-sL= C 3 / `Z I cc-f-fsC Ott 4 Q(C/;°a 4 f cel),1 of G1 rc t l ar c(dr 1/`e 0,e) aiwaj 64/ a« -e f6Gc4 so,m17s c.„ee 3 yr /,V 2OV) tti id v cer cce ss iffixf * cam-f- ' v / 4,,, 74- 019,5 4,..ek 5f 5tztt p E-e 4 t'e 4 7,0 9, sky - A c6f (v ) areo -f7-c I 2D x r,•i s 7 o s Act d),t`F- froviA4 =y 4;`y - uJl riot n 444 2 , e) S 61 a S S . k2 3/Ivies ilii5/244 po ret5 09-1 elot.(1- L/l evivf ri7S66G75 Gtc`ff i . DEPARTMENT OF.COMMUNITY c tygf;gy 1 AND ECONOMIC DEVELOPMENT . . o wrr,, \ j ., ins ADDENDUM TO ENVIRONMENTAL (SEPA) DETERMINATION OF NON-SIGNIFICANCE (DNS-M) - MITIGATED Pursuant to WAC 197-11-600(4)(c) and WAC 197-11-625,. Addendum to the Paccar Parts Distribution Building as Addended by the City of Renton (LUA06-139) Determination of Non-Significance. Mitigated:(DNS-M), Date of Addendum: June 15; 2015 Date of Original issuance of SEPA Threshold Determination: December 18; 2006 a _ Proponent: PACCAR Inc. Project Numbers: LUA06-139; ECF Project Name: Paccar Parts Distribution Building Proposal/ Purpose of Addendum: The original SEPA threshold determination for the Paccar Parts Distribution Buildings was issued on December 18, 2006: The original application included a proposal for the construction of anew 255,000 square foot parts distribution center,which included 5,000 square feet of office space. The Environmental Review Committee Staff Report, project description and the application materials did not explicitly disclose the site pre-load amount and distribution of the 139;000 cubic yards of pre-load surcharge soils. The intended purpose of the subject SEPA Addendum is to disclose.the,intended retention.and grading of 139,000 cubic yards of fill on the site. Based on the information submitted by the applicant on. June 8, 2015;the location of the distribution building pre-load surcharge soils would be relocated from the new building vicinity in the southeast corner of the Paccar complex to the western portion of the site. The graded soils would be hydro seeded. Pursuant to the City of Renton's Environmental Ordinance and SEPA (RCW 43.21C, 1971 as amended), on December 18, 2006,the Environmental Review Committee issued a Determination of Non-Significance- Mitigated (DNS-M)for the Paccar Parts Distribution Building. The DNS-M included five mitigation measures related to geotechnical recommendations, drainage and erosion control,truck traffic and mitigation fees. A 14-day appeal period commenced on December 18, 2006 and ended on January 5, 2007. An appeal was received on January 5, 2007 from the project proponents, requesting amending the mitigation measure that limited the hours of operation for truck traffic. The decision of the ERC was affirmed by the Hearing Examiner on March 19, 2007, resulting in no changes to the Addendum to Environmental (SEPA) Review Page2of3 June 12,2015 original'DNS-M.As such,truck traffic would remain limited to the.hours of 7:00 am to.10:00 pm• An Addendum to the.original SEPA determination was issued on August 26, 2013 to clarify that an existing 28,500 square foot building was,to be demolished as part of the project as part of site development for the distribution center. It has been determined that the environmental impacts of the proposal were adequately , addressed under the analysis of significant impacts contained within the previously adopted DNS-M. Based on WAC 197-11-600(4) c,the addendum process may be used if analysis or information is added that does not substantially change the analysis of significant impacts and alternatives in the existing:environmental document. The retention of the pre-load surcharge materials'for the distribution facility to the western area of the site, along with proposed mitigation,would not change the analysis or impacts in the State Environmental Policy Act (SEPA) Review. The City of Renton is hereby issuing a SEPA Addendum pursuant to WAC 197-11-600. This Addendum is appropriate because it contains only minor information not included in the original Determination and there are no environmental impacts related to inclusion of the new. information. Location: 1400 N 4th Street Lead Agency: City of Renton, Department of Community& Economic Development Review Process: , Addendum to previously issued Determination of Non-Significance- Mitigated (DNS-M) Additional Information: If you would like additional information, please contact Kris Sorensen, Associate Planner,City of Renton Planning Division, Department of Community& Economic Development at (425) 430-6593. There is no comment period for this Addendum, dated June 15, 2015 issued by the City of Renton Environmental Review Committee. Addendum to Environmental(SEPA)Review Page 3 of 3 June 12,2015 ENVIRONMENTAL REVIEW COMMITTEE. SIGNATURES: 2 1).nplmn1/41.1 Gregg Zimmerma A ministr or Date Public Works Dep rt ent Terry Higashiyama,Administrator Date Community Services Department d Mark PetersoY,Administrator , Date Fire& Emergency Services Department Ul I i r C.E. "Chip"Vincent,Administr or ate Department of Community& Economic Development 1 I I i1 i i June 8, 2015 1 1,1 g 1 a City of Renton i Attn: Chip Vincent/Vanessa Dolbee i 1 1055 South Grady Way Renton, WA. 98057 a 1 Subject: PACCAR Parts Distribution Center—Additional Fill/Surcharge SEPA Addendum i g 1 Mr.Vincent: 1 1 The City of Renton is requested to accept this letter as an addendum to the 2006 SEPA for the 1 Renton Parts Distribution Center project.The addendum includes additional surcharge , materials relocated from the building pad location to the western portion of the site. The 1. extent of the additional fill is shown on the most recent plans.4. Contact me immediately at (425) 468-7318 if you have any questions pertaining to this request. i i Sincerely, , u 1 Scott Sedberry h.h. is ii Ili iI II I( k i 1 1 4gyY P.O. Box 1518 Bellevue,Washington 98009 Telephone (425)468-7400 Ij Ii PACCAR Building 777-106th Avenue N.E. Bellevue,Washington 98004 II II DEPARTMENT OF COMMUNITY 1.' T;r73 , t AND ECONOMIC DEVELOPMENT J olcv ADDENDUM TO ENVIRONMENTAL (SEPA) DETERMINATION OF NON-SIGNIFICANCE (DNS-M) - MITIGATED: Pursuant to WAC 197-11-600(4)(c) and WAC 197-11-625 Addendum to the Paccar Parts Distribution Building as Addended by the City of Renton (LUA06-139) Determination of Non-Significance - Mitigated (DNSAII) Date of Addendum: August 26,2013 Date of Original Issuance of SEPA Threshold Determination: December 18, 2006 Proponent: PACCAR Inc.: Project Numbers: LUA06-139, ECF Project Names: Paccar Parts Distribution Building Proposal]Purpose of Addendum: The original SEPA threshold determination fOr the Paccar Parts Distribution Buildings was issued on December 18, 2006. The original application included a propsoal for the construction of a new 255,000 square foot parts distribution center, which included 5,000 square feet of office space. The Environmental Review Committee Staff Report, project description and the application materials did not explicitly disclose the demolition of the existing buildings at the project site. However, in order for the proposed development to be constructed such demolition would be retAred. As such,the demolition of the existing buildings was inferred in the development proposal, despite not clearly being included:in the staff reportand/or projectnarratiVe. The intended purpose of the subject SEPA Addendum is to disclose the intended demolition of the existing buildings on the site. Based on the: information submitted by the applicant on August 15, 2013;'a 28,500 square foot building would be demolished in accordance with the Consent Decree with Ecology. The applicant has indicated that following demolition the site would be hydro seeded to restore it to its natural park-like State. Pursuant to the City of Renton's Environmental Ordinance and SEPA,(RCVV 43.21C, 1971 as amended), on December 18, 2006,the Environmental Review Committee issued a 1 Determination of Non-Significance Mitigated (DNS-M)for the Paccar Parts Distribution Building.The DNS=M:included five mitigation measures related to geotechnical recommendations, drainage and erosion control,truck traffic and mitigation fees: A 14-day appeal period commenced on December 18, 2006 and ended on January 5, 2007. An appeal Addendum to Environmental(S .' Review Page 2 of 3 August 22,2013 was received on January 5, 2007 from the project proponents, requesting amending the mitigation measure that limited the hours of operation for truck traffic. The decision of the ERC was affirmed by the Hearing Examiner on March 19, 2007, resulting in no changes to the original DNS-M. As such,truck traffic would remain limited to the hours of 7:00 am to 10:00 pm. It has been determined that the environmental impacts of the proposal were adequately addressed under the analysis of significant impacts contained within the previously adopted DNS-M. Based on WAC 197-11-600(4) c,the addendum process may be used if analysis or information is added that does not substantially change the analysis of significant impacts and alternatives in the existing environmental document. The demolition of the existing 28,500 square foot building, along with proposed mitigation, would not change the analysis or impacts in the State Environmental Policy Act (SEPA) Review. The City of Renton is hereby issuing a SEPA Addendum pursuant to WAC 197-11-600. This Addendum is appropriate because it contains only minor information not included in the original Determination and there are no environmental impacts related to inclusion of the new information. Location: 1400 N 4th Street Lead Agency: City of Renton, Department of Community& Economic Development Review Process:Addendum to previously issued Determination of Non-Significance- Mitigated (DNS-M) Additional Information: If you would like additional information, please contact Vanessa Dolbee, Senior Planner, City of Renton Planning Division, Department of Community& Economic Development at (425) 430-7314. There is no comment period for this Addendum, dated August 26,2013 issued by the City of Renton Environmental Review Committee. Addendum to Environmental(S( r:,)Review Page 3 of 3 August 22,2013 ENVIRONMENTAL REVIEW COMMITTEE SIGNATURES: i/2-0/3 4C' rl'1/r .;' ` Date Gregg Zimm rrian dministra or Public Works Department 2,(t. q144,r- r l Date Terry HigasliiyamAdministrator L Community Services Department g//06//3 Mark Peterson,Administrator Date Fire & Emergency Services Department g 2v13 C.E.:"Chip"Vince ,Administrator Date Department of Community& Economic Development i Kris Sorensen From: Sabrina Mirante Sent: Friday,June 12, 2015 7:49 AM To: Alex Tuttle;Anjela St.John;Chip Vincent; Cliff Long; Erik Wallgren;Gregg A. Zimmerman;Jennifer T. Henning; Kelly Beymer; Larry Warren; Mark Peterson; Steve Lee; Terry Higashiyama;Vanessa Dolbee; Doug Jacobson;Jay B Covington;Julia Medzegian Cc:Kris Sorensen; Debra Mikolaizik; Heather Ulit;Jennifer Cisneros;Judith Subia; Linda Moschetti; Stephanie Rary; Sandra J Pilat Subject: ERC 6.15.15 CONSENT Agenda and Addendum - Paccar SEPA Addendum 2015 Attachments: ERC Agenda Consent 6.15.15.docx; SEPA Addendum 2015_Paccar LUA06-139.docx Please see ERC Consent Agenda for Monday,June 15 and ERC Addendum for the following project attached. LUA06=139, ECF—Paccar Parts Distribution Building—Addendum I will collect signatures on Monday, as there will be no meeting. Sabrina Mirante, Planning Secretary City of Renton I CED I Planning Division 1055 S Grady Way I 6th Floor I Renton,WA 98057 Phone:425.430.6578 I Fax:425.430.7300 smirante@rentonwa.gov i DEPARTMENT OF COMMUNITY NISI 1 MLANDECONOMICDEVELOPMENT ADDENDUM TO ENVIRONMENTAL (SEPA) DETERMINATION OF NON-SIGNIFICANCE (DNS-M,) - MITIGATED Pursuant to WAC 197-11-600(4)(c) and WAC197-11-625 Addendum tothe Paccar Parts Distribution Building as Addended by the City of Renton (LUA06-139) Determination of Non-Significance- Mitigated (DNS-M) Date of Addendum: June 15, 2015 Date of Original Issuance of SEPA Threshold Determination: December 18, 2006 Proponent: PACCAR Inc. Project Numbers: LUA06-139, ECF Project Name: Paccar Parts Distribution Building Proposal/ Purpose of Addendum: The original SEPA threshold determination for the"Paccar Parts Distribution Buildings was issued on December 18, 2006. The original application included a proposal for the construction of a new 255,000 square foot parts distribution center,which included 5,000 square feet of office space. The Environmental Review Committee Staff Report, project description and the application materials did not explicitly disclose the site pre-load amount and distribution of the 139,000 cubic yards of pre-load surcharge soils.The intended purpose of the subject SEPA Addendum is to disclose the intended.retention and grading of 139,000 cubic yards of fill on the site. Based on the information submitted by the applicant on June 8, 2015; the location of the distribution building pre-load surcharge soils would be relocated from the new building vicinity in the southeast corner of the Paccar complex to the western portion of the site.The graded soils would be hydro seeded: iPursuant,to the City of Renton's Environmental Ordinance and SEPA (RCW 43.21C, 1971 as amended), on.December 18, 2006,the Environmental Review Committee issued a " Determination of Non-Significance- Mitigated (DNS-M)for the Paccar Parts Distribution Building. The DNS-M included five mitigation measures related to geotechnical recommendations, drainage and erosion control,truck traffic and mitigation fees. A 14-day appeal period commenced on December 18, 2006 and ended on January 5,2007. An appeal was received on January 5, 2007 from the project proponents, requesting amending the mitigation measure that limited the hours of operation for truck traffic. The decision of the ERC was affirmed by the Hearing Examiner on March 19, 2007, resulting in no changes to the b Addendum to Environmental(SEPA) Review Page2of3 June 12,2015 original DNS-M. As such,truck traffic would remain limited to the hours of 7:00 am to 10:00 pm. An Addendum to the original SEPA determination was issued on August 26, 2013 to clarify that an existing 28,500 square foot building was to be demolished as part of the project as part of site development for the distribution center. It has been determined that the environmental impacts of the proposal were adequately addressed under the analysis of significant impacts contained within the previously adopted DNS-M. Based on WAC 197-11-600(4) c,the addendum process may be used if analysis or information is added that does not substantially change the analysis of significant impacts and alternatives in the existing environmental document. The retention of the pre-load surcharge materials for the distribution facility to the western area of the site, along with proposed mitigation, would not change the analysis or impacts in the State Environmental Policy Act (SEPA) Review. The City of Renton is hereby issuing a SEPA Addendum pursuant to WAC 197-11-600. This Addendum is appropriate because it contains only minor information not included in the original Determination and there are no environmental impacts related to inclusion of the new information. Location: 1400 N 4th Street Lead Agency: City of Renton, Department of Community& Econdmic Development Review.Process:Addendum to previously issued Determination of Non-Significance- Mitigated (DNS-M) Additional Information: If you would like additional information, please contact Kris Sorensen, Associate Planner, City of Renton Planning Division, Department of Community& Economic Development at (425) 430-6593. There is no comment period for this Addendum, dated June 15, 2015 issued by the City of Renton Environmental Review Committee. Addendum to Environmental (SEPA)Review Page 3 of 3 June12,2015 ENVIRONMENTAL REVIEW COMMITTEE SIGNATURES: Gregg Zimmerman,Administrator Date Public Works Department Terry Higashiyama, Administrator Date Community Services Department Mark Peterson,Administrator Date Fire & Emergency Services Department C.E. "Chip"Vincent,Administrator Date Department of Community& Economic Development MEETING SIGN IN DATE: ( 2 /(5 PROJECT NAME:FQtSIS4-. PROJECT NO: PRE bua eliv Use NAME CONTACT INFO: Phone or email C9•0_pq D03.-16 11 • Cska-VC/1 0.-Qatie—ZOIY) JU we , 6,0 044 Oitett&(/' ce/we-12,-Fliengze T.:cciL€ea1 III oin@_r u •lc ' Jcn1j 1Pr e'Ren , in 6EVIcLo Sc\kiewAvA CtuA1 SC.^ra nn V1v11. 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S€A cNrss_,•, C c Gc S -eAPe lam- L^D Kris Sorensen From: Jeff Schramm <schramm@tenw.com> Sent: Friday,October 10, 2014 9:00 AM To: Kris Sorensen;Jan Illian Cc: scott.sedberry@paccar.com'; 'tom.floyd@paccar.com'; Craig Carney CCarney@FHOARCH.COM);jhubbell@barghausen.com Subject: PACCAR Parts Distribution Center- Street Frontage discussion Kris and Jan, We would like to schedule a meeting with you'next week to discuss the street frontage for the PACCAR Parts Distribution Center project. We have updated'survey information that we would like to share and discuss how this relates to your previous July 16th email regarding street frontage on N 8th Street,Garden Ave, and N 4th Street. Can you provide some potential meeting times that work for you next week? Thanks,Jeff Jeff,Schramm I Sr. Project Manager TENW 11400 SE 89h Street,Suite 200, Bellevue,WA 98004 Schramm@tenw.com I Office 425-250-0581 I Mobile 206-396-8286 From: Kris Sorensen [mailto:KSorensen@Rentonwa.gov] Sent: Wednesday,July 16, 2014 10:55 AM To: Craig Carney(CCarney0FHOARCH.COM); Scott Sedberry Cc: Jan Illian; Steve Lee Subject: New PACCAR Warehouse; Street Improvements - 8th, Garden, 4th Hi Scott&Craig Sorry for the delay on street improvements.The new warehouse triggers street improvements as discussed at the preliminary application meeting.This includes N 8th,Garden Ave N, and N 4th.A survey will help determine whether right-of-way dedication would be required.The direction is to keep curb and gutter in place in all locations and work inwards with the improvements. Below is direction for the different frontages: N 8th—Has existing planting strip and multi-use path. No improvements at this point although the intersection corner radius with Garden will be reviewed once the site survey is done. Garden Ave N—The northern part of Garden has existing planting strip and multi-use path and the southern part towards N 4th has existing planting strip and path.Where these improvements are missing, an 8-ft planter strip behind the curb and install of.the multi-use path.The width of the multi-use path is based on the widest portion of the path on Garden (it may all be the same width).The intersection corner with 4th at the south will be reviewed for any needed improvements. N 4th—From the intersection with Garden to your entry,the westerly half of the block face will need improved with 8-ft planter strip behind the curb and gutter with a multi-use path the same width as above. piptccAir S l -ti , o f 4yo d1r cci4 . leo6k) 5li -r-- ISs There may be more discussion once the survey is done. It would be good to include the existing mature tree locations along the street frontages that you have on-site in case some would potentially be taken out given the above improvement widths.Thanks for your patience. Kris Sorensen,Associate Planner, Planning Division, Community& Economic Development, City of Renton,425-430-6593 2 City of enton !mint map Te plate Legend City'y and County Boundary Other City:., of Renton ate, "., Parcels rttc fj 1st Floo r N Btrr"56. P E s-••,1,n a.. .s „. ",', 1st Floor Ct 5 sTo Y c7-: : 0 2nd Floor 1st Floor Other Buildings F F v<.• Buildings 333 pep. Sites I. I ti1.. 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Po .. • ' N, 1-1 ri-., _ _-t--kt:L_, 1I' None Jj 0s i Information Technology-GIS This map is a user generated static output from an Internet mapping site and w 512 0 256 512 Feet is for-reference only.Data layers that appear on this map may or may not be Clty of ORentonMapSupport@Renton`wa.gov accurate,current,or otherwise reliable. 1 WGS 1984_Web_Mercator Auxiliary_Sphere Finance&IT Division r 10/17/2014 THIS MAP IS NOT TO BE USED FOR NAVIGATION a Kris Sorensen From: Vanessa Dolbee Sent: Monday, October 27, 2014 2:58 PM To: Kris Sorensen Subject: FW: Update;Street impvs & PACCAR Parts Distribution Warehouse Kris, Can you come chat with me about your e-mail below. Vanessa DoCbee CEDx7314 From: Kris Sorensen • . Sent: Friday, October 17, 2014 2:59 PM. To: Cliff Long;Chip Vincent;Jennifer T. Henning; Vanessa Dolbee; Mark Santos-Johnson; Steve Lee; Jan Illian Subject: Update; Street impvs&PACCAR Parts Distribution Warehouse Update—Staff(Jennifer,-Mark,Steve,and myself) met with external representatives for the PACCARparts warehouse project regarding street improvements on N 8th,Garden Ave N,and N 4th.They are trying to get their RFP out for general contractor for the warehouse project in the next month and street improvements are something they want to include. They have a Dec 2015 finish date for the warehouse from what I heard and will begin site-loading soon. Basically,the primary request from them-is not to provide ROW dedication on 4th; being roughly 8-ft of dedication between Factory and Garden.There are positives and negatives to the request. I will follow=up with several of you to get them a reply soon. Thanks for taking part at some point this week between the internal and external meetings. Kris Sorensen,Associate Planner, Planning Division, Community& Economic Development, City of Renton,425-430-6593 Initial list of Questions: Are we good with the impvs for 8th and Garden as discussed?Or given their position on 4th,should there be a request for something different on Garden or 8th? Does the SE corner and ROW radius at N 8th and Garden needupdated? For Garden,there is roughly 16-feet of ROW and the multi-use 8-foot path would meander some as there are utilities and some existing trees—if the paved path is right next to their tall fence,should we ask that the fence be moved back one-foot or move the path paved area towards the planter strip and take away some of the planter strip area? Is the NE corner of 4th and Garden need additional ROW? Radius,turning,etc. It is their position that what is there works. 4th-between Garden and Factory where we ask for ROW dedication,their position is not to dedicate roughly 8 ft.Are we ok with their proposal to have 8 feet of paving up to the fence rather than 8 ft multi-use path and 8- feet landscape strip. 4th—between Houser and Factory.There is approximately 7 feet of ROW.What width for sidewalk and landscaping required?Should it just be sidewalk. 1 Kris Sorensen From: Mark Santos-Johnson Sent: Wednesday,January 21, 2015 9:37 AM To: Kris Sorensen Cc: Cliff Long Subject: RE: PACCAR Warehouse - Street Improvements Thanks Kris! Mark Santos-Johnson. Community Development Project Manager Community& Economic Development Department 425.430.6584 From: Kris Sorensen Sent: Wednesday, January 21, 2015 9:36 AM ' To: Mark Santos-Johnson' Cc: Cliff Long Subject: RE: PACCAR Warehouse- Street Improvements Thank you Mark as I did not receive the email. These decisions are being worked through Steve Lee's team. No decisions have been determined so it is not my recollection that`agreements'were made as referenced below,other than they presented their perspective. We do owe them response on street improvements though and you and Cliff will be advised. Kris Sorensen,Associate Planner, Planning Division, Community& Economic Development, City of Renton,425-430-6593 From: Mark Santos-Johnson Sent: Wednesday,January 21, 2015 8:42 AM To: Kris Sorensen Cc: Cliff Long Subject: FW: PACCAR Warehouse- Street Improvements Kris, Please review the PACCAR summary below to ensure that it corresponds with your notes and recollection of our October meeting with them and advise Cliff and me. Any differences should be addressed directly with PACCAR. Thanks! Mark Santos-Johnson Community Development Project Manager Community& Economic Development Department 425.430.6584 From: Scott Sedberry [mailto:Scott.Sedberry@PACCAR.com] Sent: Wednesday, January 21, 2015 6:09 AM To: Kris Sorenson ; Mark Santos-Johnson 1 h Cc: Jan Illian; Steve Lee; Jason Hubbell ; Jeff Schramm; Craig Carney Subject: PACCAR Warehouse - Street Improvements All, As a reminder,we are resending the agreements and discussions pertaining to the street improvements scope discussed with you on October 17, 2014. Attendees from City: Mark Santos-Johnson, Kris Sorensen,Jennifer Henning,Steve Kim Attendees for project:Scott Sedberry, Craig Carney,Jeff Schramm,Jason Hubbell Discussion focused on the potential frontage improvements on the streets surrounding the site: N 8th Street, Garden Ave N,and N 4th Street. We referred to Kris Sorensen's email to Scott and Craig dated 7/16/2014 that outlined the improvements the City wanted on these streets. N 8th Street: we agreed that no frontage improvements needed. Garden Ave N:we agreed no ROW dedication, and PACCAR would install a concrete path of approximately 8 feet in width along Garden Avenue between N 6th and 4th Streets where a path or sidewalk does not exist. Maintain existing curb and barrier fence and fit the path and planting strip within the approximate 16-foot width. The path can meander, and some existing trees and/or vegetation may be retained. A more detailed design will be developed at a later time, but it was agreed the approx. 16-foot width would be made up of about 8-foot planter strip and 8-foot path. At the NE corner of 4th&Garden,we suggested the intersection appears to function fine and we don't expect the need for any radius modification. The City indicated they would review and get back to us on the curb radius and whether modifications would be necessary. City indicated that Paccar will need to update the ADA curb ramps at 3 corners of the Garden/4th intersection. N 4th Street(section between Factory Ave and Garden):this section is on City bicycle-trails plan. We agreed to no ROW dedication, no planter strip, maintain existing barrier fence. There is approx.8 feet between curb and fence; we agreed to widen sidewalk between existing sidewalk edge and fence to 7-8 feet,and replace sidewalk where needed. City agreed to waive ROW dedication requirement and planter strip, but did request that Paccar consider a covenant/easement for the existing landscape area on the Paccar property. A deviation may be necessary to approve these agreements. N 4th Street(section between Paccar east property and Factory Ave):this section not on bike plan, and parking is allowed on both sides. We agreed to no ROW dedication, no planter strip, maintain existing barrier fence. We agreed to widen sidewalk between existing sidewalk edge and fence to 7-8 feet, and replace sidewalk and curb where needed. City agreed to waive ROW dedication requirement and planter strip, but did request that Paccar consider a covenant/easement for the existing landscape area on the Paccar property. A deviation may be necessary to approve these agreements. City indicated that street lighting(illumination) analysis would be required to confirm existing street light levels and determine whether upgrades are necessary to meet City minimum requirements. Best Regards, Scott Sedberry 2 PACCAR Inc. Corporate Facilities Manager 425)468-7318 0 3 Kris Sorensen . From: Mark Santos-Johnson Sent: Wednesday,January 21, 2015 8:42 AM To: Kris Sorensen• ' Cc: Cliff Long ' Subject: FW: PACCAR Warehouse - Street Improvements Kris, Please review the PACCAR summary below to ensure that it corresponds with your notes and recollection of our October meeting with them and advise.Cliff and me. Any differences should be addressed directly with PACCAR. Thanks! Mark Santos-Johnson Community Development Project Manager Community&Economic Development Department 425.430.6584 From: Scott Sedberry [mailto:Scott.Sedberry©PACCAR.com] Sent: Wednesday, January 21, 2015 6:09 AM To: Kris Sorenson ; Mark Santos-Johnson Cc: Jan Illian; Steve Lee; Jason Hubbell ; Jeff Schramm; Craig Carney Subject: PACCAR Warehouse - Street Improvements All, As a reminder,we are resending the agreements and discussions pertaining to the street improvements scope discussed with you on October 17, 2014. Attendees from City: Mark Santos-Johnson, Kris Sorensen,Jennifer Henning,Steve Kim Attendees for project:Scott Sedberry, Craig Carney,Jeff Schramm,Jason Hubbell Discussion focused on the potential frontage improvements on the streets surrounding the site: N 8th Street, Garden Ave N,and N 4th Street. We referred to Kris Sorensen's email to Scott and Craig dated 7/16/2014 that outlined the , improvements the City wanted on these streets. N 8th Street: we agreed that no frontage improvements needed. Garden Ave N:we agreed no ROW dedication,and PACCAR would install a concrete path of approximately 8 feet in width along Garden Avenue between N 6th and 4th Streets where a path or sidewalk does not exist. Maintain existing curb and barrier fence and fit the path and planting strip within the approximate 16-foot width. The path can meander, and some existing trees and/or vegetation may be retained. A more detailed design will be developed at a later time, but it was agreed the approx. 16-foot width would be made up of about 8-foot planter strip and 8-foot path. At the NE corner of 4th&Garden,we suggested the intersection appears to function fine and we don't expect the need for any radius modification. The City indicated they would review and get back to us on the curb radius and whether modifications would be necessary. City indicated that Paccar will need to update the ADA curb ramps at 3 corners of the Garden/4th intersection. 1 L N 4th Street(section between Factory Ave and Garden): this section is on City bicycle-trails plan. We agreed to no ROW dedication, no planter strip, maintain existing barrier fence. There is approx. 8 feet between curb and fence; we agreed to widen sidewalk between existing sidewalk edge and fence to 7-8 feet, and replace sidewalk where needed. City agreed to waive ROW dedication requirement and planter strip, but did request that Paccar consider a covenant/easement for the existing landscape area on the Paccar property. A deviation may be necessary to approve these agreements. N 4th Street(section between Paccar east property and Factory Ave): this section not on bike plan, and parking is allowed on both sides. We agreed to no ROW dedication, no planter strip, maintain existing barrier fence. We agreed to widen sidewalk between existing sidewalk edge and fence to 7-8 feet, and replace sidewalk and curb where needed. City agreed to waive ROW dedication requirement and planter strip, but did request that Paccar consider a covenant/easement for the existing landscape area on the Paccar property. A deviation may be necessary to approve these agreements. City indicated that street lighting(illumination)analysis would be required to confirm existing street light levels and determine whether upgrades are necessary to meet City minimum requirements. Best Regards, Scott Sedberry PACCAR Inc. Corporate Facilities Manager 425)468-7318 2 it'll: 4' r . .I STATE OF WASHINGTON DEPARTMENT OF ECOLOGY PO Box 47600.Olympia,WA 98504-7600•360-407-6000' 711 for Washington Relay Service•Persons with a speech disability can call 877-833-6341X October 3,2014 Jeff Bauman PACCAR,Inc. 777-106th Avenue NE Bellevue,WA 98004 r RE: Coverage under the Construction Stormwater General Permit Permit number: WAR302095 Site Name: PACCAR Parts Distribution Center Location:. • North 4th Street at Houser Way Renton,WA County: King Disturbed Acres: 25 Dear Mr.Bauman: The Washington State Department of Ecology(Ecology)received your Notice of Intent for coverage under Ecology's Construction Stormwater General Permit(permit). This is'your•permit coverage letter. Your permit coverage is effective on October 3,2014. Please retain this permit coverage letter with your permit(enclosed),stormwater pollution prevention plan(SWPPP),and site log book. These materials are the official record of permit coverage for your site. Please take time to read the entire permit and contact Ecology if you have any questions. Appeal Process You have a right to appeal coverage under the general permit to the Pollution Control Hearing Board PCHB)within 30 days of the date of receipt of this letter. This appeal is limited to the general permit's applicability or non-applicability to a specific discharger. The appeal process is governed by chapter 43.21B RCW and chapter 371-08 WAC. "Date of receipt"is defined in RCW, 43,21B.001(2). e a tst . f Jeff BaumanI,, October 3,2014 Page 2 To appeal,you must do the following within 30 days of the date of receipt of this letter: File your appeal and a copy of the permit cover page with the PCHB(see addresses below). Filing means actual receipt by the PCHB during regular business hours. Serve a copy of your appeal and the permit cover page on Ecology in paper form- . by mail or in person(see addresses below). E-mail is not accepted. You must also comply with other applicable requirements in chapter 43.21B RCW and chapter 371- 08 WAC. Address and Location Information: Street Addresses: Mailing Addresses: Department of Ecology Department of Ecology Attn:Appeals Processing Desk Attn:Appeals Processing Desk 300 Desmond Drive SE PO Box 47608 Lacey,WA 98503. Olympia,WA 98504-7608 Pollution Control Hearings Board(PCHB) Pollution Control Hearings Board 1111 Israel Road SW, Suite 301 PO Box 40903 Tumwater,WA•98501 Olympia,WA 98504-0903 Electronic Discharge Monitoring Reports(WQWebDMR) . This permit requires that Permittees submit monthly discharge monitoring reports(DMRs)electronically using Ecology's secure online system,WQWebDMR. To sign up for WQWebDMR go to: www.ecy.wa.gov/programs/wq/permits/paris/webdmr.html. If you have questions,contact Tonya Wolfe at(360)407-7097(Olympia area),or(800)633-6193/option 3,or email WQWebPortal@ecy.wa.gov. Ecology Field Inspector Assistance If you have questions regarding stormwater management at your construction site,please contact Tracie Walters of Ecology's Northwest Regional Office in Bellevue at tracie.walters@ecy.wa•gov,or 425)649-4484. Questions or Additional Information Ecology is committed to providing assistance. Please review our web page at: www.ecy.wa.gov/programs/wq/stormwater/construction/. If you have questions about the construction stormwater general permit,please contact Clay Keown at clay.keown@ecy.wa,gov, or 360)407-6048. Sincerely, Ai4)0(4 Plyz). 2-c.j. Bill Moore, .E.,Manager Program Development Services Section . Water Quality Program Enclosure AICountyE C Kin 9 • Wastewater Treatment Divisionl'I '414 Industrial•Waste Program 1 Department of Natural Resources and Parks RICHARD E. BANGER!' II 130 Nickerson Street,Suite 200 Seattle,WA 98109-1658 206-263-3000 Fax 206-263-3001 TTY Relay:711 October 2,2014 CERTIFIED MAIL RETURN RECEIPT REQUESTED R.E.Bangert II PACCAR Inc. 777 106th Ave.NE Bellevue,WA 98004 Issuance of Wastewater Discharge Authorization No. 4323-01 to PACCAR Inc.—Parts Distribution Center Construction Project Dear Mr.Bangert II: The King County Industrial Waste Program(KCIW)has reviewed your application to discharge construction dewatering to the sewer system from the PACCAR Inc.-j Parts Distribution Center Construction Project located at North Fourth Street and Houser Way North,Renton, Washington, and has issued the enclosed Major Discharge Authorization. This authorization permits you to discharge limited amounts of industrial wastewater into King County's sewer system in accordance with the effluent limitations and other requirements and conditions set forth in the document and the regulations outlined in King County Code 28.84.060 enclosed). As long as you maintain compliance with regulations and do not change the nature and volume of your discharge,KCIW will not require you to apply for an industrial wastewater discharge permit,a type of approval that would result in additional requirements and increased fees. If.you propose to increase the volume of your discharge or change the type or quantities of substances discharged, you must contact KCIW at least 60 days before making these changes. King County Code 28.84 authorizes a fee for each Major Discharge Authorization issued by the King County,Department of Natural Resources and Parks. The current fee for issuance of a Major Discharge Authorization is$2,280. King County will send you an invoice for this amount. Creating Resources from Wastewater R.E.Bangert II October 2,2014 Page 2 If you have any questions about this discharge authorization or your wastewater discharge, please call me at 206-263-3022, or email me at greg.newborn@kingcounty.gov.You may also wish to visit our program's Internet pages at: www.kingcounty.gov/industrialwaste. Thank you for helping support our mission to protect public health and enhance the environment. S ncerely, Greg Newborn Compliance Investigator Enclosures cc: David Christensen, City of Renton Kristin Painter,King County a King County MAJOR DISCHARGE AUTHORIZATION King County Industrial Waste Program 130 Nickerson Street, Suite 200 Seattle,WA 98109-1658 NUMBER 4323-01 for PACCAR Inc. — Parts Distribution Center Construction Project Site address: N.Fourth St'and Houser Way N. Renton,WA' 98057 Mailing address: 777 106th Ave.NE Bellevue,WA 98004 Phone: , 425-468-7932 Emergency(24-hour) phone:206-418-8830 Industry type: Construction Dewatering SIC code: NA EPA Id.No.: NA Discharge to: South Treatment Plant Note: This authorization is valid only for the specific discharges shown below: Discharge process: Wastewater generated by Construction Dewatering operation Effective date: October 3,2014 Expiration date: November 15,2015 DESCRIPTION OF SAMPLE SITES-AND DISCHARGE VOLUMES Sample Maximum Daily Maximum Discharge Site No. Description Discharge Volume(gpd) Rate(gpm) IW1240A City of Renton MH#5308-276 122,000 400 IW 1240B City of Renton MH#5317-700 20,000 400 Permission is hereby granted to discharge industrial wastewater from the above-identified site into the King County sewer system in accordance with the effluent limitations and monitoring requirements set forth in this authorization. If the industrial user wishes to continue to discharge after the expiration date,an application must be filed for re-issuance of this discharge authorization at least 90 days prior to the expiration date. For information concerning this King County Discharge Authorization,please call Industrial Waste Compliance Investigator Greg Newborn at 206-263-3022. 24-HOUR EMERGENCY NOTIFICATION South Treatment Plant: 206-684-2404. Washington State Department of Ecology: 425-649-7000 King County Major Discharge Authorization Number 4323-01 Expiration Date: November 15,2015 Page: 2 SPECIAL CONDITIONS A. In accordance with City of Renton requirements,the discharge points are as follows: IW1240A City of Renton MH#5308-276 IW 1240B City of Renton MH#53'17-700 The contractor shall take the following safety precautions: 1. The discharge from the settling tank to manholes 5308-276 and 5317-700 must be hard- plumbed and fitted with a 90-degree pipe and must extend at least three feet into the manhole. 2. A temporary cover must be placed over the manhole 3. Temporary fencing must be placed around the manhole to restrict accessibility. B. Discharge to the sanitary sewer'is for relief only if stormwater discharge limits cannot be met.For example, if the turbidity result is greater than permitted for direct discharge to surface water,KCIW will permit the discharge of construction dewatering to the sanitary sewer. C. For batch sedimentation discharges a minimum 60-minute quiescent settling time must be maintained prior to any discharges.During this settling time,no discharges to or from the sedimentation tank can occur. D. No later than October 15,2014,the permittee must submit a list of PACCAR'Inc.—Parts Distribution Center Construction Project and contractor personnel responsible for dewatering activities,including operation and maintenance of the wastewater treatment system and monitoring of the discharge to the sanitary sewer.The list shall include the site contacts' name,title,company, and phone numbers (office and cell).V E. Discharge to the'sanitary sewer shall not begin until KCIW has conducted a preoperative inspection of the pretreatment facilities and has sent written notification(email is sufficient) to the permittee that discharges may begin. F. All persons responsible for monitoring the discharge to the sanitary sewer shall review a copy of this authorization. G. A copy of this authorization shall be on site at all times for review and reference. H. This authorization grants the discharge of limited amounts of wastewater from the following waste streams: 1. Contaminated stormwater runoff 2. Excavation dewatering Wastes or contaminants from sources other than permitted herein shall not be discharged to the sanitary sewer without prior approval from KCIW. I. The discharge shall not cause hydraulic overloading conditions of the sewerage conveyance system.During periods of peak hydraulic loading KCIW and City of Renton representatives reserve the authority to request that discharge to the sewer be stopped.• King County Major Discharge Authorization Number 4323-01 Expiration Date: November 15,2015 Page: 3 J. All wastewater shall be collected and treated in accordance with treatment methods approved by KCIW.Wastewater shall not bypass treatment systems.Modifications to wastewater treatment systems shall not occur without prior approval from KCIW. K. Totalizing and non-resettable flow meters must be installed on all permitted discharge pipes to the sewer. L. Accessible sampling spigots must be installed on the discharge pipe from the last treatment unit of each wastewater treatment system.The sample sites shall,be representative of all industrial waste streams discharged to the sewer from this site.Each sample site shall be accessible to IKCIW representatives when discharge to the sewer is occurring. M. The contractor shall implement erosion control best management practices to minimize the amount of solids discharged to the sanitary sewer system.As a minimum precaution,the wastewater must be pumped to an appropriately sized settling tank(s)prior to entering the sewer system. N. The permittee shall properly operate and maintain all wastewater treatment units to ensure compliance with established discharge limits. Solids accumulation in tanks used for solids settling shall not exceed 25 percent of the tank's working hydraulic capacity. Each tank's working hydraulic capacity is based on the water column height as measured from the bottom of the tank to either the invert elevation of the tank's outlet pipe(gravity discharges)or discharge pump intake(pumped discharges). O. Results of all required self-monitoring sampling must be recorded daily.Recorded information for each discharge site must include: 1. Sample date 2. Sample time 3. Sample results 4. Operator name 5. Comments (if applicable) These records shall be maintained on site and shall be available for review by KCIW personnel during normal business hours. P. The permittee must establish a sewer account with City of Renton and provide necessary. reports to ensure accurate assessment of sewer charges for all construction dewatering discharge sites associated with this project. King County Major Discharge Authorization Number 4323-01 Expiration Date: November 15,2015 Page: 4 SELF-MONITORING REQUIREMENTS A. The following self-monitoring requirements shall be met for this discharge authorization: Sample Parameter Sample Type FrequencySiteNo. Discharge Volume In-line meter Daily Discharge Flow rate(gpm) In-line meter Daily Total Monthly Flow In-line meter Report monthly Non-Polar FOG(oil,total) 3 grabs Monthly Grab Settleable Solids,Volumetric by Imhoff cone) Daily IW1240A pH Grab Daily Turbidity Grab Daily Benzene Grab Monthly Ethylbenzene- Grab Monthly Toluene Grab Monthly _ Total Xylenes Grab Monthly ` Vinyl Chloride ' Grab Monthly Polychlorinated biphenyl(PCB) Grab Monthly Discharge Volume 'In-line meter Daily Discharge Flow rate(gpm)In-line meter Daily Total Monthly Flow In-line.meter Report monthly Non-Polar FOG(oil,total) 3'grabs Monthly Settleable Solids,Volumetric" by Imhoff.cone) Daily IW 1240B pH ' Grab Daily Turbidity Grab Daily Benzene Grab Monthly Ethylbenzene Grab Monthly Toluene Grab Monthly Total Xylenes Grab Monthly Vinyl Chloride Grab. Monthly Polychlorinated biphenyl(PCB) Grab Monthly Hydrogen sulfide Meter reading Only if operating IW1240 criteria are exceeded A&B Only if operatingExplosivityMeterreadingcriteriaareexceeded i B. The settleable solids field test by Imhoff cone must be performed as follows: l 1. Fill Imhoff cone to one-liter mark with well-mixed sample. 2. Allow 45 minutes to settle. 3. Gently stir sides of cone with a rod or by spinning. Settle 15 minutes longer. 4. Record volume of settleable matter in the cone as ml/L. i King'County Major Discharge Authorization Number 4323-01 Expiration Date: November 15,2015 Page: 5 C. The three nonpolar fats,oils,and grease(FOG) grab samples shall be of equal volume, collected at least five minutes apart,and analyzed separately.When using U.S. Environmental Protection Agency approved protocols specified in 40 CFR Part 136,the individual grab samples may be composited(at the laboratory)prior to analysis. D. The result of the composite sample or the average of the concentrations of the three grab samples may be reported as Total FOG unless the value is 100 mg/L or greater, in which case the concentration of nonpolar FOG must be reported: E. If a violation of any discharge limits or operating criteria is detected in monitoring,you shall notify KCIW immediately upon receipt of analytical data. F. A self-monitoring report shall be filed with KCIW no.later than the 15th day of the time period following the sample collection(e.g.,the 15th day of the following month for monthly samples).If no discharge takes place during any monitoring period,it shall be noted on the report. • G. All self-monitoring data submitted to KCIW,which required a laboratory analysis,must have been performed by a laboratory accredited by the Washington State Department of Ecology for each parameter tested,using procedures approved by 40 CFR 136. This does not apply to field measurements performed'by the industrial user such as pH,temperature,flow, atmospheric hydrogen sulfide,total dissolved sulfides,total settleable solids by Imhoff cone, or process control information. H. All sampling data collected by the permittee and analyzed using procedures approved by 40 CFR 136,or approved alternatives,shall be submitted to KCIW whether required as part of this authorization or done voluntarily by the permittee. I. Self-monitoring reports shall be signed by an authorized representative of the industrial user. The authorized representative of the industrial user is defined as: 1. The president,secretary,treasurer,or a vice-president of the corporation in charge of a principal business function, or any other person who performs similar policy or decision- making functions for the corporation 2. The manager of one or more manufacturing,production, or operating facilities,but only if the manager: a. Is authorized to make management decisions that govern the operation of the regulated facility including having the explicit or implicit duty of making major capital investment recommendations,and initiate and direct other comprehensive measures to assure long-term environmental compliance with environmental laws and regulations b. Can ensure that the necessary systems are established or actions taken to,gather complete and accurate information,for control mechanism requirements and knowledgeable of King County reporting requirements King County Major Discharge Authorization Number 4323-01 Expiration Date: November 15,2015 Page: 6 c. Has been assigned or delegated the authority to sign documents,in accordance with corporate procedures 3. A general partner or proprietor if the industrial user is a partnership or proprietorship, respectively 4. A director or highest official appointed or designated to oversee the operation and performance of the industry if the industrial user is a government agency 5. The individuals described in one through four above may designate an authorized representative if: a. The authorization is submitted to King County in writing. b. The authorization specifies the individual or position responsible for the overall operation of the facility from which the discharge originates or having overall responsibility for environmental matters for the company or agency. J King County Major Discharge Authorization Number 4323-01 Expiration Date: November 15,2015 Page: 7 GENERAL DISCHARGE LIMITATIONS Operating'criteria There shall be no odor of solvent,gasoline, or hydrogen sulfide(rotten egg odor),oil sheen, unusual color, or visible turbidity.The discharge must remain translucent. If any of the discharge limits are exceeded,you must stop discharging and notify KCIW at 206-263-3000. Polychlorinated biphenvls (PCBs) The discharge limit for each individual PCB Aroclorl is 0.2 micrograms per liter(µg/L).The detection limit shall be no greater than 0.1 µg/L. lAroclor 1016,Aroclor 1221,Aroclor 1232,Aroclor 1242,Aroclor 1248,Aroclor 1254,and Aroclor 1260 Corrosive substances Limits Maximum:pH 12.0 (s.u.) Instantaneous minimum: pH 5.0 (s.u.) Daily minimum: pH 5.5 (s.u.) The instantaneous minimum pH limit is violated whenever any single grab sample or any instantaneous recording is less than pH 5.0. The daily minimum pH limit is violated whenever any continuous recording of 15 minutes or longer remains below pH 5.5 or when each pH value of four consecutive grab samples collected at 15-minute intervals or longer within a 24-hour period remains below pH 5.5. Discharges of more than 50 gallons per day of caustic solutions equivalent to more than 5 percent NaOH by weight or greater than pH 12.0 are prohibited unless authorized by KCIW and subject to special conditions to protect worker safety,the collection,system, and treatment works. Fats,oils, and grease Discharge of FOG shall not result in significant accumulations that either alone or in combination with other wastes are capable of obstructing flow or interfere with the operation or performance of sewer works or treatment facilities. Nonpolar FOG(oil and grease from petroleum sources): The three nonpolar FOG grab samples shall be of equal volume, collected at least five minutes apart, and analyzed separately. When using U.S. Environmental Protection Agency approved protocols specified in 40 CFR Part 136, the individual grab samples may be composited(at the laboratory) prior to analysis. The result of the composite sample or the average of the concentrations of the three grab samples may be reported as Total FOG unless the value is 100 mg/L or greater,in which case the concentration of nonpolar FOG must be reported. Polar FOG(oil and grease from animal and/or vegetable origin): Dischargers of polar FOG shall minimize free-floating polar FOG.Dischargers may not add emulsifying agents exclusively for the purpose of emulsifying free-floating FOG. King County Major Discharge Authorization Number 4323-0I Expiration Date:•November 15,2015 Page: 8 y Flammable or explosive materials No person shall discharge any pollutant, as defined in 40 CFR 403.5, that creates afire or explosion hazard in any sewer or treatment works, including,but not limited to,waste streams with a closed cup flashpoint of less than 140°Fahrenheit or 60°Centigrade using the test methods specified in 40 CFR 261.21. At no time shall two successive readings on an explosion hazard meter,at the point of discharge into the system (or at any point in the system),be more than 5 percent nor any single reading be more than 10 percent of the lower explosive limit(LEL)of the meter. Pollutants subject to this-prohibition include,but are not limited to, gasoline,kerosene,naphtha, benzene,toluene,xylene, ethers, alcohols,ketones, aldehydes,peroxides, chlorates,perchlorates, bromates, carbides,hydrides, and sulfides,and any other substances that King County,the fire department,Washington State,or the U.S.Environmental Protection Agency has notified the user are a fire hazard or a hazard to the system. Heavy metals/cyanide The industrial user shall not discharge wastes,which exceed the following limitations: Heavy Metals Instantaneous Maximum Daily Average Cyanide ppm(mg/L-)1 ppm(mg/L)2 Arsenic 4.0 1.0 Cadmium 0.6 0.5 Chromium 5.0 ' 2.75 Copper 8.0 3.0 Lead 4.0 2.0 Mercury 0.2 0.1 Nickel 5.0 2.5 Silver.3.0 1.0 Zinc 10.0 5.0 Cyanide 3.0 2.0 1The instantaneous maximum is violated whenever the concentration of any sample,including a grab within a series used to calculate daily average concentrations,exceeds the limitation. 2The daily average limit is violated:a)for a continuous flow system when a composite sample consisting of four or more consecutive samples collected during a 24-hour period over intervals of 15 minutes or greater exceeds the limitation,or b)for a batch system when any sample exceeds the limitation.A composite sample is defined as at least four grab samples of equal volume taken throughout the processing day from a well-mixed final effluent chamber,and analyzed as a single sample. High temperature The industrial user shall not discharge material with a temperature in excess of 65° C(150°F). Hydrogen sulfide ' Atmospheric hydrogen sulfide:10.0 ppm As measured at a monitoring manhole designated by KCIW) King County Major Discharge Authorization Number 4323-01 Expiration Date: November 15,2015 Page: 9 Soluble sulfide limits may be established on a case-by-case basis depending upon volume of discharge and conditions in the receiving sewer,including oxygen content and existing sulfide concentrations. Organic compounds No person shall discharge any organic pollutants that result in the presence of toxic gases, vapors,or fumes within a public or private sewer or treatment works in a quantity that may cause worker health and safety problems' Organic pollutants subject to this restriction include,but are not limited to: Any organic pollutants compound listed in 40 CFR Section 433.11 (e) (total toxic organics [TTO] definition), acetone,2-butanone(MEK),4-methyl-2-pentanone(MIBK),and xylenes. Organic Maximum Concentration Compounds ppm(mg/L) Benzene, 0.07 Ethylbenzene 1.7, Toluene , 1.4 Total xylenes 2.2 Vinyl chloride 0.012 Settleable solids Settleable solids concentrations: 7.0 ml/L 1 King County Major Discharge Authorization Number 4323-01 Expiration Date: November 15,2015 Page: 10 GENERAL CONDITIONS I A. All requirements of King County Code pertaining to the discharge of wastes into the municipal sewer system are hereby made a condition of this discharge authorization, B. The industrial discharger shall implement measures to prevent accidental spills or discharges of prohibited substances to the municipal sewer system. Such measures include,but are not limited to,secondary containment of chemicals and wastes,elimination of connections to the municipal sewer system, and,spill response equipment. C. Any facility changes,which will result in a change in the character or volume of the pollutants discharged to the municipal sewer system,must be reported to your KCIW representative.Any changes that will cause the violation of the effluent limitations specified herein will not be allowed. D. In the event the permittee is unable to comply with any of the conditions of this discharge authorization because of breakdown of equipment or facilities,an accident caused by human error,negligence,or any other cause,such as an act of nature the company shall: 1, Take immediate action to stop, contain,and clean up the unauthorized discharges and correct the problem. 2. Immediately notify KCIW and,if after 5 p.m.weekdays and on weekends,call the emergency King County treatment plant phone number on Page 1 so steps can be taken to prevent damage to the sewer system. 3. Submit a written report within 14 days of the event(14-Day Report) describing the breakdown,the actual quantity and quality of resulting waste discharged,corrective action taken,and the steps taken to prevent recurrence. E. Compliance with these requirements does not relieve the permittee from responsibility to maintain continuous compliance with the conditions of the discharge authorization or the resulting liability for failure to comply. F. The permittee shall, at all reasonable times,allow authorized representatives of KCIW to enter that portion of the premises where an effluent source or disposal system is located or in which any records are required to be kept under the terms and conditions of this authorization. G. Nothing in this discharge authorization shall be construed as excusing the permittee from compliance with any applicable federal, state, or local statutes,ordinances,or regulations including discharge into waters of the state. Any such discharge is subject to regulation and enforcement action by the Washington State Department of Ecology. H. This discharge authorization does not authorize discharge after its expiration date. If the permittee wishes'to continue to discharge after the expiration date,an application must be filed for reissuance of this discharge authorization at least 90 days prior to the expiration date. If the permittee submits its reapplication in the time specified herein,the permittee shall be deemed to have an effective wastewater discharge authorization until KCIW issues or denies the new wastewater discharge authorization. If the permittee fails to file its reapplication in the time periodiRcified herein,the permittee will be deemed to be discharging without authzrWati .i Compliance Investigator: Date: October 2,2014 Gre Newborn M OW W N N N N .t N N N r. N .a F+ F+ >, F+ h+ F+ F+ p oo V O ut A W N F+ Sam D b 0 M'O is oo V VI VI A W N N O No eo v 61 A W N r+ O Sample Date co 3 7 rp cu a I^Q m co ra -o •o Z ` 3 re. m X 7 F x 0 I m `C C 7 p O D N M o X M in 5 go 37 D 0 Maximum Daily 7 p AIA in Settleable Solids •• p3 fl`41i mL/L) • 3 m rl O Ro fb -Maximum Daily • a '0 in DJm Turbidity(ntu) 3 a ELi O NP FOG/Avg.of Z C ,+ 3 grabs•(ppm) z C •Ca' c Vi it a CDD ii Vinyl Chloride tnD 0 O v C 3 c,;o p Benzene m O p DO g C 3 Ethylbenzene' C 3et Mro o Toluene A o Q. E fD a, ' Total Xyienes wCg. rs` paa Maximum Daily m T m— Flow Rate ,h fD H gals per min.) 2 oa 0 o i 3' s y „ I., o aNJo f ' CliE '4 p in tD y 0 ro V su 0.- o R. p W ° finD p 0= Da o E: 90 - D ? i trei o, 3 Pi. O m 3 30 in D• 2 C k• NIjGO7n, 01 t0 0 jw s z .n.o N of o w , a 7 8 COc * I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in e' O.c R m 0 • accordance with a system designed to assure that qualified personnel properly gather and evaluate the information B. e A. p o N m submitted.Based on my Inquiry of the person or persons who manage the system,or those persons directly responsible for off. W an 91 o • gathering the information,the information submitted Is,to the best of my knowledge and belief,true,accurate,and d N 0 m complete.I am aware that there are significant penalties for submitting false Information,including the possibility of fine and •g la u, imprisonment.for knowing violations. I further certify that all data requiring a laboratory analysis were analyzed by a XI alow Washington State Department of Ecology accredited laboratory for each parameter tested. 0 IDl.r, o V.Ng. Signature of Principal Executive or Authorized Agent Date 4.4 ram, w w nr . r . ui a w {I CO o u3 coo V m {n a wF. D. o m CO .t m in 11 w n+ r Sample Date 7 re 0owao ., m 3 ai0Nto En R et D Aroclor 1016 w" 0 r r ry o 3• . z Aroclor 1221 • o n y0 r'Q v a) rt r Aroclor 1232 a , r n. fD E P. N g rp v,G O 3 Aroclor 1242 3' it as as ' c c rt IA mrr z —is A to S Aroclor 1248 c T. 3 fD m r+ CDD: 72 0 1.0 Gs CO lTit D. 7pAroclor1254@ o N 0' 0 I Aroclor 1260 o vs 1 Q. w, c i at i- 4, o• coo3s rF i 3 a)rD c. oZ 0 F-h 7 fp tu s g w N A CD Q a, a. o 3 r o ii 01. 3 co o asIS: .q = ro „z ri an ., ' E. 0 3 ° " aa g 7 \ . w toqo * wo o. c da a .nP.00 am N I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in • aiv COSDc accordance with a system designed to assure that qualified personnel properly gather and evaluate the information H P. . c e. ro submitted.Based on my inquiry of the person or persons who manage the system,or those persons directly responsible W iv q' o for gathering the information,the Information submitted is,to the best of my knowledge and belief,true,accurate,and Nc, N complete.I am aware that there are significant penalties for submitting false information,including the possibility of fine Z tN ' w and Imprisonment for knowing violations:I further certify that all data requiring a laboratory analysis were analyzed by a N Q u.,Washington State Department of Ecology accredited laboratory for each parameter tested.P }a o f. Signature of Principal Executive or Authorized Agent Date , i CU Z.W 3 3 1-% O tND 03 N 011 tNr. A fi. NNi tN+ C too ooaa N cr. to A to ra ei. o to 0o J Q, N A W N t+ 'Sample Date - ", O Xa3g n .7,- .T IA In v n En• 3 3 d 3 r- a x D cat 3 r3o • < z S 3 c Ro 'fl Q. Maximum Daily 2 el n e Settleable m ' f z sv Solids(ml/L), a 0 C o C ID p fzo go Maximum Daily •, I r m m Turbidity(ntu) 3 Z iriO O NP FOG/Avg.of •T• 0 z ,3. 3 grabs-(ppm) G c tn re. 2 CDD Vinyl Chloride Cl C c fD az ofD." z -s p Benzene ct n co 00 r*< CD 3 13 3 Ethyl benzene O 3 rm p Toluene c O. 3 CT)N d 5 Total Xylenes CnG .3 .c e! c .W 3 rD O I.., l w w Maximum Daily ID M < a' Flow Rate H o N gals per min.} Z n O 33a No m 3ci y at I m f ti 41. m IDW lft n 0 rn s m' y 7 •D m ro n r al0 3 rt 34 W to= 3. 9 LI G f W N,'+ c p C E 0 p F..;; 0. O .aQi 01tn a 3. t. o D'r oo c I certify under penalty of law that this document and all attachments were prepared under my direction or supervlsion'in • C c X c • accordance with a system designed to assure that qualified personnel properly gather and evaluate the information w n , , .- No o m submitted.,gased on my inquiry of the person or persons who manage the system,or those persons directly responsible for el W III 4' o gathering the Information;the information submitted is,to the best of my knowledge arid belief,true,accurate,and a al Na •i m complete.lam aware that there are significant penalties for submitting false information,including the possibility of fine and •S. r W imprisonment for knowing violations. I further certify that all data requiring a laboratory analysis were analyzed by a n O w Washington State Department of Ecology accredited laboratory for each parameter tested. m F+ N Signature of Principal Executive or Authorized Agent` . • Date t° I Kris Sorensen From: Kris Sorensen Sent: Tuesday, February 10,2015 8:52 AM To: Vanessa Dolbee; Chip Vincent Subject: RE: Paccar Attachments: RE: Frontage Improvements; New PACCAR Warehouse; Street Improvements - 8th, Garden,4th; Scan from CED-Econ-Dev-l.pdf Vanessa and Chip - There is really nothing per code,as the streets are key bicycle routes which require a different street sections than a standard sidewalk-planter strip-curb. Bike lanes are to be combined with sidewalk off-street as exist along PACCAR frontage in other locations and as preferred by the city. For Garden,this is part of the Lake Washington Loop Trail (regional bicycle route) and this exists on Garden, north of N 6th.This multi-use path facility/regional trail route then continues on N 8th St to the east along their property. For N 4th St at the south of the site,there are two City of Renton bicycle routes that come north from the neighborhoods and connect to the Loop Trail.This would require a multi-use path width. Our staff has met with PACCAR multiple times including this outstanding question. Internally, we have had multiple divisions involved in this discussion,specific to street ROW.Staff has been to the site also to take inventory of what exists as for improvements. Protocol for street modification requests as we have let them know, is at the time they submit plans their modification is submitted at the same time. Even though they have not submitted plans for us to review and modify,we have worked on recommendations that the city would most likely approve and provided them to their team. In reality, if the City's code were to be followed, dedication of right-of-way would be required on all street frontages around their property including N 4th St, Garden Ave N,and N 8th St. We are most likely only requesting ROW in minor places, given they have on-site perimeter mature trees which provide a good buffer. I think part of the problem is there is no Survey that they have provided that tells us how much right-of-way is there and isn't. So the two times we have provided what we think should be developed,is not necessarily what would be required. Jan,Steve or I can provide more detail if interested.They have forwarded a letter stating what was agreed to, although there were no agreements(MSJ,JTH, and other staff were there with at this meeting). I have attached the following staff responses to PACCAR for this ROW question: Scan of PACCAR Preliminary Application Packet with ROW requirements, PRE14-000481,5/8/14 Most recent email response to PACCAR from city staff regarding street improvements, dated 2/5/15 Email response to PACCAR for streets discussion from city staff, dated 7/16/14 for the 10/17/14 meeting with them. Kris Sorensen,Associate Planner, Planning Division, Community& Economic Development, City of Renton, 425-430-6593 1 s From: Vanessa Dolbee Sent:Tuesday, February 10, 2015 6:30 AM To: Kris Sorensen Subject: Paccar Importance: High Kris, Chip has a meeting with the mayor this morning. Can you please put together a list for chip that compares the. required st frontages per code to what we have told them they can modify to. Please work with Jan. We are wi', get together with chip at 9 am. Thank you. Vanessa Sent from my Verizon Wireless 4G LTF, DROID 2 Kris Sorensen From: Jan Illian Sent: Thursday, February 05, 2015 3:58 PM To: Scott Sedberry' Cc: Steve Lee; Kris Sorensen;Jennifer T. Henning Subject: RE: Frontage Improvements Scott, I am sorry we have not gotten back to you sooner on this. Our office has been riddled with staff outages in the last three weeks due to the cold and flu season.Steve has been out of the office himself and hopes to return next Monday. Steve Lee, Kris Sorenson and I did walk the site:a few weeks ago. Here is our recommendation: North side of North 4th between Houser and Garden: 1. Install new vertical curb along North 4th. , 2. Replace existing.sidewalk with new 12 foot wide concrete pedestrian/bike sidewalk. 3. Replace curb ramp at the corner of Houser Way N. and N. 4th to comply with current ADA standard. 4. Dedicate corner of N.4th and Garden Ave N. to accommodate a 35 foot radius, installation of current ADA ramp(s) and ADA and bike connection from Garden to North 4th Street. Garden Ave North: 1. Replace existing curb cuts not in use with new vertical curb. 2. Install new 10 foot concrete pedestrian/bike path (modified from 12 feet)from the corner of N.4th north in Garden Ave N.to the south side of N. 6th Street. 3. Replace existing curb ramp at the south side of N. 6th Street with current ADA ramp 4. Install new ADA ramp across the receiving street in Garden. Landscaping: Leftover right-of-way next to pathways to be landscape/planter-strip areas and should be located between the curb and sidewalk/pathway areas where the landscaped areas should be planted with trees, shrubs,and groundcover or a mix. Mature existing trees that can be kept along the Garden right-of-way is encouraged if possible. Until an updated survey is provided, it is not clear as to how much dedication of right of way may be required to install these improvements. Steve will be back on Monday if you have questions. - Sincerely, Jan Illian City of Renton Development Engineering 1055-S. Grady Way 6th floor Renton, WA 98057 Phone: (425)430-7216 E-mail: iillian@rentonwa.gov North side of North 4th between Houser and Garden: 1. Install new vertical curb along North 4th. 2. Replace existing sidewalk with new 12 foot wide concrete pedestrian/bike sidewalk. 3. Replace curb ramp at the corner of Houser Way N. and N. 4th to comply with current ADA standard. 4. Dedicate corner of N.4th and Garden to accommodate 35 foot radius and installation of current ADA ramp(s). Garden Ave North: 1. Replace existing curb cuts not in use with new vertical curb. 2. Install new 10 foot concrete pedestrian/bike path from the corner of North 4th and Garden Ave North to the south side of N 6th Street. Modified from City standard of 12 feet. 3. Replace existing curb ramp at the south side of N. 6th Street with current ADA ramp 4. Install new ADA ramp across the street in Garden. Jan Illian City of Renton Development Engineering. 1055-S. Grady Way 6th floor Renton,WA 98057 Phone: (425)430-7216 E-mail:jillian@rentonwa.gov From: Scott Sedberry [mailto:Scott.Sedberrv@PACCAR.com] Sent: Thursday, February 05, 2015 2:55 PM To: Steve Lee; Jan Illian Subject: Frontage Improvements Steve, Pursuant to our meeting on January 21,the City of Renton agreed to review and respond to PACCARs proposed fronta modifications not later than January 30, 2015. Having left a couple of voicemails and receiving no response, PACCAR is growing increasingly concerned about its ability to respond to City of Renton design requirements and/or changes in order to meet the scheduled permit submittal date of February 20. Please contact me at your earliest convenience to discuss next steps so we can avoid further delays. Best Regards, Scott Sedberry PACCAR Inc. Corporate Facilities Manager 425)468-7318 Kris Sorensen From: Kris Sorensen Sent: Wednesday,July 16, 201410:55•AM To: Craig Carney(CCarney@FHOARCH.COM); 'scott.sedberry@paccar.com' Cc: Jan Illian; Steve Lee Subject: New PACCAR Warehouse; Street Improvements- 8th, Garden, 4th Hi Scott&Craig= Sorry for the delay on street improvements.The new warehousetriggers street improvements as discussed at the preliminary application meeting.This includes N 8th, GardenAve N, and N 4th.A survey will help determine whether right-of-way dedication would be required.The direction is to keep curb and gutter in place in all locations and work inwards with the improvements. Below is direction for the different frontages: N 8th—Has existing planting strip and multi-use path. No improvements at this point although the intersection corner radius with,Garden will be reviewed once the site survey is done. Garden Ave N—The northern part of Garden has existing planting strip and multi-use path and the southern part towards N.4th has existing planting strip and path.Where these improvements are missing, an 8-ft planter strip behind the curb and install of the multi-use path.The width of the multi-use path is based on the widest portion of the path on Garden (it may all be the same width).The intersection corner with 4th at the south will be reviewed for any needed improvements. N 4th—From the intersection with Garden to your entry,the westerly half of the block face will need improved with 8-ft planter strip behind the curb and gutter with a multi-use path the same width as above. There may be more discussion once the survey is done. It would be good to include the existing mature tree locations along the street frontages that you have on-site in case some would potentially be taken out given the above improvement widths.Thanks for your patience. Kris Sorensen,Associate Planner, Planning Division, Community& Economic Development, City of Renton, 425-430-6593 r PREAPPLICATION MEETING FOR PACCAR Parts Distribution Center N. 4t,, St &Houser Way N PRE 14=000481.. CITY OF RENTON. Department of Community & Economic Development Planning Division May 8, 2014 Contact Information: Planner: Kris Sorensen, 425.430.6593 Public Works Plan Reviewer:Jan Illian, 425.430.7216 Fire Prevention Reviewer: Corey Thomas, 425.430.7024. Building Department Reviewer-: Craig Burnell, 425.430.7290: Please retain this packet throughout the course of your project as a reference. Consider giving copies of it to any engineers, architects, and contractors who work on the project. You will need to submit a copy of this packet when you apply for land use; and/or environmental permits. Pre-screening: When you have the project application ready for submittal, call and schedule an appointment with the project manager to have it pre-screened before making all of the required copies. The pre-application meeting is informal and non-binding.The comments provided on the proposal are based on the codes and policies in effect at the time of review.The applicant is cautioned that the development regulations are regularly amended and the proposal will be formally reviewed under the regulations in effect at the time of project submittal. The information contained in this summary is subject to modification and/or concurrence by official decision-:Makers (e.g., Hearing Examiner, Planning Director, Development Services Director, Department of Community & Economic Development Administrator, Public Works Administrator and City Council). Fire & Emergency Services a 'City of Department III MEMORANDUM DATE: 4/17/2014 12:00:00AM TO: Kris Sorensen,Associate Planner FROM:Corey Thomas,Plan Review/Inspector. SUBJECT: Paccar Parts Distribution Center Preapplication)PRE14-000481 , i 1. The preliminary fire flow is 5,500 gpm. A minimum of one hydrant is required within 150-feet of the structure and five additional hydrants are required within 300-feet of the structure. Maximum hydrant spacing around the building is 300-feet on center. A looped 12-inch water main is required to be installed around the building. 2. Fire impact fees are applicable at the rate of$0.14 per square foot of commercial office space and$0.08 per square foot of industrial/manufacturing space. This fee is paid at time of building permit issuance. 3: Approved fire sprinkler and fire alarm systems are required throughout the building. Separate plans,and permits required by the fire department. Direct outside access is required to the fire sprinkler riser room. Fully addressable and full detection is required for the fire alarm system; 4. Fire department apparatus access roadways are required within 150-feet of all points on the building. Fire lane signage required for the on site roadway. Required turning radius are 25-feet inside and 45-feet outside. Roadways shall be a minimum of 20-feet wide. Roadways shall support a minimum of a 30-ton vehicle and 322-psi pointloading. 5. An electronic site plan is required prior to occupancy for pre-fire planning purposes. 6. The building shall comply with the City of Renton Emergency Radio Coverage ordinance. Testing shall verify both incoming and outgoing minimum emergency radio signal coverage. If inadequate,the building shall be enhanced with amplification equipment in order to meet minimum coverage. Separate plans and permits are required for any proposed amplification systems. 7. Applicant shall provide a completed Hazardous Material Inventory Statement prior to building permit issuance. Use of City of Renton form or approved equiviliant is required. Page 1 of 1 7 DEPARTMENT OFCOMMUNITY ityof AND ECONOMIC DEVELOPMENT 1- 4\ ` w. :, . MEMORANDUM DATE: 5/8/2014 12:00:00AM TO: Kris Sorensen,Associate Planner FROM:Jan Illian,Plan Reviewer SUBJECT: Paccar Parts Distribution Center Preapplication)PRE14-000481 NOTE:The applicant is cautioned that information contained in this summary is preliminary and non-binding and may not subject to modification and/or concurrence by official city decision-makers. Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. I have completed a preliminary review for the above-referenced proposal. The following comments are based on the pre-application submittal made to the City of Renton by the applicant. Water 1. The proposed development is within the City of Renton's water service area and in the 320-hydraulic pressure zone. The site is located with Zone 2 of the City's aquifer protection area(APA Zone 2),and it is within the 5-year capture zone of the City's drinking water Downtown's wellfield. 2. Therreis an existing 12-inch water main in Garden Ave N.,an existing 8-inch water in N.4th Street and a 12-inch water main in Houser.The existing 12-inch water main in Houser Way N.(refer City water project plan no.W-0051)that can deliver a maximum flow capacity of 4,500 gallons per minute(gpm). The static water pressure is about 125 psi at ground elevation of 28 feet. The Water Utility has performed a hydraulic fire flow analysis using the computer model of the City's water system to determine the needed off-site and on-site water main improvements to provide the required fire flow demand of 5,500 gpm for the subject proposed- development. 3. Based on the project information submitted by the applicant for the pre-application meeting,the City's Fire Prevention Department has determined that the preliminary fire flow demand for the proposed development is 5,500 gpm including the use of an automatic fire sprinkler system.A conceptual and general schematic layout of the proposed water main improvements is attached. The final location of the water main extensions will be determined as part of the design of the improvements.In order to provide water service for domestic and fire protection to the proposed project,the following water main improvements are required: Installation of about 1,300 feet of 12-inch ductile iron water main in N.4th Street connecting the existing 12-inch water main in Garden Ave N.to the existing 12-inch water main in Houser Way N. This new'section of pipe will provide the additional flowrate and will increase the capacity of the existing 12-inch water main to( 5,500 gpm. Installation,of a 12-inch on-site water main loop around the proposed building connecting to the above new 12-inch water in N:4th St.and to the existing 12-inch water main in Houser Way N. The on-site looped water system is required by City codes because the fire flow demand exceeds 2,500 gpm. A 15-foot wide utility easement shall be dedicated to the City for the on-site water main improvements and also for the area covering the perimeter of the proposed pressure reducing station. 4. Since the project site is an Environmental Protection Agency(EPA)Superfund site that has been capped with clean soils,all excavation and backfill related to the installation of the water mains and of other site Page 1 of 3 utilities shall be done in accordance with recommendation of the geo-technical and/or onmental engineer and related geotechnical and environmental compliance reports. 5. Installation of fire hydrant(s)as approved by Renton Fire Prevention will be required. The number and location of the hydrants shall be determined based on the City's review of the final building plans and site plan. 6. Installation of a fire sprinkler stub a with a detector double check valve assembly(DDCVA)for backflow prevention will be required. The DDCVA shall be installed in an outside underground vault. The DDCVA may be installed inside the building if it meets the conditions as shown on City's standard plan 360.5 for the installation of a DDCVA inside a building. Adequate space in the underground parking garage must be provided for the installation of the fire sprinkler DDCVA. A reduced-pressure principle detector assembly(RPPDA)is required if the fire sprinkler system has a secondary non-potable water supply,a fire pump,or if chemical additions are used. The RPPDA shall be installed in an above-ground and heated enclosure,such as a"hot-box",or it may be installed in the building at a location approved by the City. 7. Installation of a separate domestic water meter with a reduced backflow prevention assembly(RPBA)for the building will be required. The RPBA shall be installed behind the meter and inside a heated enclosure hot-box")per City standard plan no.350.2. 8. Installation of a landscape irrigation meter and double check valve assembly(DCVA),if applicable. 9. Adequate horizontal and vertical separations between the existing or new water main and other utilities storm sewer,sanitary sewer,power,gas,electrical)shall be provided per City design standards. 10.Water system development fees will be based on the size of the domestic water meter(s),irrigation meter and fire service line.These fees are payable prior to issuance of the construction permit. See fee schedule attached.. Sanitary Sewer 1. There is an 8-inch sewer main in Garden Ave North and an 8 inch sewer main in N.4th Street. 2. Sewer system development fees are based on the size of the new domestic water that will serve the building. Storm Drainage 1. There is a storm conveyance system in Houser Way and at the corner of N.4th Street and Factory Place North. 2. A drainage plan and drainage report will be required with the site plan application.The report shall comply with the 2009 King County Surface Water Manual and the 2009 City of Renton Amendments to the KCSWM, Chapter 1 and 2.All core and any special requirements shall be contained in the report. Based on the City's flow control map,this site falls within the Peak Rate Flow Control Standard,Existing Site Conditions.The drainage report will need to follow the area specific flow control requirements under Core Requirement#3. Special Requirement#6 will also apply to this project. 3. A geotechnical report for the site is required.Information on the water table and soil permeability with recommendations of appropriate flow control BMP options with typical designs for the site from the geotechnical engineer shall be submitted with the application. 4. Surface Water System Development fees of$0.491 per square foot of new impervious surface will apply. This is payable prior to issuance of the construction permit.Credit will be given for existing impervious surface areas. 5. A Construction Stormwater Permit from Department of Ecology is required if clearing and grading of the site exceeds one acre. Transportation/Street 1. Existing right-of-way width in Garden Ave N.is 60 feet and in N.8th Street is 70 feet.Garden Ave N.and N. 8th Street are classified as Minor Arterials.To meet the City's complete street standards,street improvements Page 2 of 3 a including curb,gutter,an 8-foot planter=. ,8-foot sidewalk,a 5 foot bike and storm drain 1/4,Jimprovements are required to be constructed in the right of way fronting the site per City code 4-6-060. Additional right of way may be required to be dedicated to the city to build the improvements. Existing right-of-way width in N.4th Street is 60 feet.N.4th Street is classified as a Principal Arterial. To meet the City's complete street standards,street improvements including but not limited to curb,gutter,an 8-foot planter strip,8-foot sidewalk,a 5-foot bike and storm drainage improvements are required to be constructed in the right of way fronting the site per City code 4-6-060.Additional right of way may be required to be dedicated to the city to build the improvements,. 2. Applicant will need to submit a request in writing requesting a modification of the street frontage improvements as outlined in City code 4-9-25005d.Staff will support a modification to allow a lesser standard in areas where it is not feasible to build frontage improvement per city code.Letter should be addressed to Jennifer Henning,Director of Community and Economic Development. Request will be routed through Plan Review. 3. Street lighting meeting City's lighting levels for arterial streets will be required along the project side. 4.A traffic impact analysis is required when estimated vehicular traffic generated from a proposed development exceeds 20 vehicles per hour in either the AM(6:00-9:00)or PM(3:00—6:00)peak periods. A peak hour volume of 20 vehicles per hour would relate to daily volume of approximately 200 vehicles per day. Generally this would apply to commercial sites that generate 20 vehicles per hour. Traffic study guidelines are included with the pre-application packet. ' 5. Traffic impact fees for the new use based on the square footage of the new building will apply. Impact fees owed will be due at time of building permit issuance. General Comments 2. All construction utility permits for drainage and street improvements will require separate plan submittals. All utility plans shall conform to the Renton Drafting Standards. Plans shall be prepared by a licensed Professional Engineer. 3. When the utility plans are complete,please submit three(3)copies of the drawings,two(2)copies of the drainage report,permit application,and an itemized cost of construction estirnate,and application fee at the ' counter on the sixth floor. r Page 3 of 3 DEPARTMENT OF w COMMUNITY AND ECONOMIC DEVELOPMENT MEMORANDUM DATE: - May 8, 2014 TO: Pre-Application File No. 14-000481 FROM:Kris Sorensen,Associate Planner SUBJECT: PACCAR Parts Distribution Center General: We have completed a preliminary review of the pre-application for the above- referenced development proposal.The following comments on development and permitting issues are based on the pre-application submittals made to the City of Renton by the applicant and the codes in effect on the date of review. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision-makers (e.g., Hearing Examiner,Community& Economic Development Administrator, Public Works Administrator, Planning Director, Development Services Director,and City Council). Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. The applicant is encouraged to review all applicable sections of the Renton Municipal Code. The Development Regulations are available for purchase for$50.00 plus tax, from the Finance Division on the first floor of City Hall or online at www.rentonwa.gov Project Proposal:The subject property is located at N 4th St and Houser Way N. The site area is 2,876,266 square feet(sf) in size.The project proposal is to construct a one- story, 36-foot tall, parts distribution center with warehouse space and associated office. The approximate square footages of the spaces are 8,500 sf office and 163,000 sf warehouse with a 10,000 sf mezzanine.A total of 19 truck bays are proposed, 10 for shipping and 9 for receiving. Vehicle parking spaces for the site include 8 standard stalls and one van accessible stall, with other required parking stalls provided at a large existing PACCAR surface parking lot just north of the proposed building. Access would be provided via two new driveway access points from Houser Way N.The site is identified as an Environmental Protection Agency Superfund site where a remedy for the site was completed in 1996. Current Use: The overall block between N 8th St and N 4th St from north to south, and Houser Way Bypass to Garden Ave N from east to west is currently developed with PACCAR's truck manufacturing building, offices, parking and other related improvements.The southern portion of the block is generally vacant without buildings. PRE14-000481;PACCAR Part 'riistribution Center May 8,2014 Page 2 of 6 Zoning:The property is zoned Heavy Industrial (IH). Overlay-Districts:The property is not located in a design overlay district. Development Standards:The project is subject to and generally appears to comply with RMC 4-2-130A,."Development Standards for industrial Zoning Designations," effective at the time of complete land-use and building permit applications. Lot Coverage for Buildings—There is no maximum lot coverage in the IH zone. Setbacks—Setbacks are the distance between the building and the property line or any private access easement. Setback requirements in the IH zone are follows: 15 feet minimum for the front yard and side yards along a street,except along principal arterial streets where the setback is 20 feet.There is no setback-for side and rear yards unless .. the site is abutting a residential or commercial'zoned property.. The submitted site plan shows the building is setback roughly58 feet from the southern N 4th St and roughly 120 feet at the nearest building edge along Houser Way N.Setbacks may need to be reviewed following any required dedication of right-of=way(see Plan Review= Transportation/Street comments).Setbacks would be verified at the time of building permit review. Building Height—There is no maximum building height in the IH zone.. Screening-Screening must be provided"for all surface-mounted and roof top utility-and mechanical equipment(see RMC 4-4-095. The building permit application must include_" elevations and details for the:proposed methods of screening. Loading Docks—There are no requirements for location of loading docks in the IH zone: Refuse and Recycling Areas—.Refuse and recycling areas need to meet the requirements of RMC 4-4-090, "Refuse and Recyclables Standards" (enclosed). For warehousing and distribution developments a minimum of 3 square feet per 1,000 square feet of building gross floor area shall be provided for recyclable deposit areas and a minimum of 6 square feet per 1,000 square feet of building gross floor area shall be provided for refuse deposit areas with a total minimum area of 100 square feet " For office•space, a minimum of 2 square feet per 1,000 square feet of building gross floor area shall be provided for recyclable deposit areas and a minimum of 4 square feet per 1,000 square feet of building gross floor area shall be provided for refuse deposit areas with a total minimum area of 100 square feet. The location of the refuse and recyclable area is not shown on the submitted site plan. The size and location of the refuse and recyclable area would be verified at the time of building permit review. Landscaping-Landscaping requirements apply to all new buildings and conversion of vacant land.The development standards require that all pervious areas within the property boundaries be landscaped.Therefore, all areas of the site not covered by structures, required parking, access,circulation or service areas, must be landscaped with vegetative cover. Ten feet of on-site site landscaping is required along all public street ti PRE14-000481;PACCAR Pafc7 istribution Center May 8,2014 Page 3 of 6 frontages,with the exception of areas for required walkways and driveways and those zones with building setbacks less than ten feet. In those cases,ten feet of landscaping shall be required where buildings are not located. For parking areas,all parking lots shall have perimeter landscaping. Existing native vegetation can count towards required landscaping. Where 15 or more vehicle parking stalls are proposed, interior landscaping is required. Refer to landscape regulations(RMC 4-4-070,enclosed)for additional general and specific landscape requirements. The submitted site plan does not indicate landscaping.A landscape plan and landscape analysis must be submitted at the time of application for building permit application.A final detailed landscape plan would need to be approved as part of building permit review, Lighting On-site—Regulations pertaining to building lighting and parking lighting can be found at RMC 4-4-075. A lighting plan would be required that adequately.provides for public safety without casting excessive glare on adjacent properties at the time of building permit review. Downlighting shall be used in all cases to assure safe vehicular movement in an area where pedestrians could be walking. Tree Preservation—If any significant trees are currently on the project site, a tree inventory and a tree retention plan along with a tree retention,worksheet shall be provided with the formal land use/building permit application. The tree retention plan must show preservation of at least 5 percent of significant trees. If trees cannot be retained,they may be replaced with minimum 2 inch caliper trees at a rate of six to one. Parking—Regulations pertaining to vehicle and bicycle parking can be found at RMC 4-4- 080 (enclosed). For mixed occupancy buildings, where the proposal would mix office and warehousing and distribution,the total requirements for off-street parking facilities would be the sum of the requirements for the several uses computed separately. Based on the submitted application materials,the following ratios would be applicable to the proposal as parking requirements apply to new buildings: AUTOMOBILE PARKING Use Square Footage Ratio Required Spaces of Use Warehousing and 160,000 gross sf Min and Max: 1 space Net floor area is Distribution (defined in the per 1,500 sf of net floor i unknown. 107 stalls for parking requirements area. i the gross sf. under"Industrial Activities- Warehouses and indoor storage buildings") PRE14-000481;PACCAR Part.,bistribution Center May 8,2014 Page4of6 Office,general 8,500 sf Min of 2 spaces per Net floor area is 1,000 sf of net floor area unknown. Minimum of and Max of 4.5 spaces 17 spaces to a maximum per 1,000 of net floor of 38 spaces with gross area. floor. The minimum amount of required automobile stalls is unknown as the application provided gross areas where net floor areas are used for calculation. The submitted application narrative indicates the existing surface parking area north of the proposed building along Houser Way N would provide vehicle parking stalls for the required number of spaces outside of the 10 being proposed near the new building. BICYCLE PARKING Use Required Spaces Office, general, medical and The number of bicycle parking spaces shall be ten dental, manufacturing and percent (10%) of the number of required off-street fabrication, laboratories,,parking spaces:Spaces shall meet the and packaging operations: requirements of subsection F11c of RMC 4-4-080. A minimum of bicycle stalls would be required based on the required number of auto parking spaces required.At this time the net floor area of both the proposed warehouse and office space is not provided, where those numbers would be used to determine the bicycle parking requirement. The applicant will be required at the time of the building permit application to provide detailed parking information including use area,stall and drive aisle dimensions, and total number of spaces provided and where those spaces are located. Gross and net floor areas for both the warehouse and office will be needed as part of the analysis for determining parking requirement. It should be noted that the parking regulations specify standard stall dimensions, ratios of compact surface parking spaces, and ADA accessible stall requirements (dimensions and ratio). Access—Driveway widths are limited by the driveway standards, in RMC 4-40801. Driveway spacing requirements allow for.up to 50-foot wide driveway widths with a minimum distance of 40 feet between two driveways. A maximum of 2 driveways are allowed per 330 feet of frontage. The submitted site plan shows 2 driveways along the proposed building frontage, with 50-foot or less driveway widths and a separation between the two of roughly 370 linear feet. The proposed concept is compliant with RMC. Driveway slopes cannot be greater than 15%slope. Driveway widths would be verified at the time of building permit review. PRE14-000481;PACCAR Part,'oistribution Center May 8,2014 Page 5 of 6 Signage—No signage proposal was provided as part of the submitted materials although signage is shown on the submitted 3-D drawings on the building. Any signs would require sign permits which must meet City requirements (RMC 4-4-100, enclosed). One freestanding business sign is permitted per street frontage. Each sign shall not exceed an area greater than 0.75 square feet for each linearfoot of property frontage occupied by the business. In addition to the permitted freestanding sign,wall signs with a copy area not exceeding 20 percent of the facade, on which it is located, are also permitted. Critical Areas:The proposed project site is within a seismic hazard area and within the Aquifer Protection Zone 2 area. Environmental Review:The proposed project has previously gone through Environmental (SEPA) Review in 2006(LUA06-139, ECF)for a parts distribution center and associated office development(SEPA review enclosed). Five conditions of approval - were made as part of the Determination of Non-Significance,—Mitigated (DNS-M) and those conditions are still applicable to this proposal.An addendum to the previous determination may be needed in relation to changes to traffic flows and possible dedication of right-of-way.A traffic study would be required with,information with analysis of trips generated as.the amount of warehouse space and office space have changed. If the traffic study identifies new impacts,the project may be required to complete Environmental Review. Proposed project impacts are consistent with the SEPA review in 2006.The previous SEPA analyzed earth work,water and stormwater, environmental health, noise, transportation, and emergency services.The previous review was for a 255,000 sf warehouse and 5,000 sf office,where this proposal is for 163,000 sf warehouse with 10,000 sf mezzanine, and 8,500 sf office space. There is consistency between the previously reviewed project and proposed project as uses are similar,square footages are generally similar, and the proposed site location is similar.The SEPA mitigation measures that are still applicable are that geotechnical report recommendations be followed,temporary erosion and sedimentation control plan be followed,that the stormwater detention system comply with required standards in addition to water quality improvements,that all truck traffic associated with the distribution center be limited to the hours between 7:00 am and 10:00 pm, and that mitigation fees be required for both transportation and fire emergency services. Permit Requirements:The project does not require any land use actions if consistency with the previous SEPA determination is found. Building permits would be required. Fees: In addition to the applicable building and construction fees, impact fees would be required. Such fees would apply to all projects and would be calculated at the time of building permit application and payable prior to building permit issuance. The fees for 2014 are as follows: v PRE14-000481;PACCAR Pariistribution Center May 8,2014 Page 6 of 6 Transportation Impact Fee: Will be based on the square footage of the new building and will be due at time of building permit issuance (see Plan Review- Transpprtation/Street comments). Fire Impact Fee:.$0.08 per sf of warehouse space, and $0.14 per sf of commercial office area (see Plan Review-Fire comments). A handout listing all of the City's Development related fees is attached for your review. DEPARTMENT OF City of 1c' ,, COMMUNITY AND ECONOMIC emoraDEVELOPMENT r` ' MEMORANDUM DATE: May 8, 2014 TO: Pre-Application File No. 14-000481 FROM: Kris Sorensen,Associate Planner SUBJECT:' PACCAR Parts Distribution Center General: We have completed,a preliminary review of the pre-application for the above- referenced development proposal.The following comments on development and permitting issues are based on the pre-application submittals made to the City'of Renton by the applicant and the codes in effect on the date of review. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision-makers (e.g., Hearing Examiner, Community & Economic Development Administrator, Public Works'Administrator, Planning Director, Development Services Director, and City Council). Review comments may, also need to be revised based on site planning and other design changes required by City staff or made by the applicant. The applicant is encouraged to review all applicable sections of the Renton Municipal Code. The Development Regulations are available for purchase for$50.00 plus tax, from the Finance Division,on the first floor of City Hall or online at www.rentonwa.gov Project Proposal:The subject property is located at N 4th St and Houser Way N. The site area is 2,876,266 square feet (sf) in size. The project proposal is to construct a one- story, 36-foot tall, parts distribution center with warehouse space and associated office. The approximate square footages of the spaces are 8,500 sf office and 163,000 sf warehouse with a 10,000 sf mezzanine. A total of 19 truck bays are proposed, 10 for shipping and 9 for receiving. Vehicle parking spaces for the site include 8 standard stalls and one van accessible stall, with other required parking stalls provided at a large, existing PACCAR surface parking lot just north of the proposed building. Access would be provided via two new driveway access points from Houser Way N.The site is identified as an Environmental Protection Agency Superfund site where a remedy for the site was completed in 1996. Current Use: The overall block between N 8th St and N 4th St from north to south, and Houser Way Bypass to Garden Ave N from east to west is currently developed with PACCAR's truck manufacturing building,-offices, parking and other related improvements. The southern portion of the block is generally vacant without buildings. J C. PRE14-000481;PACCAR Parts Distribution Center May 8,2014 Page 2 of 6 Zoning:The property is zoned Heavy Industrial (IH). Overlay Districts:The property is not located in a design overlay district. Development Standards:The project is subject to and generally appears to comply with RMC 4-2-130A, "Development Standards for Industrial Zoning Designations," effective at the time of complete land use and building permit applications. Lot Coverage for Buildings—There is no maximum lot coverage in the IH zone. Setbacks—Setbacks are the distance between the building and the property line or any private access easement. Setback requirements in the IH zone are as follows: 15 feet minimum for the front yard and side yards along a street, except along principal arterial streets where the setback is 20 feet. There is no setback for side and rear yards unless the site is abutting a residential or commercial zoned property. The submitted site plan shows the building is setback roughly 58 feet from the southern N 4th St and roughly 120 feet at the nearest building edge along Houser Way N. Setbacks may need to be reviewed following any required dedication of right-of-way(see Plan Review- Transportation/Street comments).Setbacks would be verified at the time of building permit review. Building Height—There is no maximum building height in the IH zone. Screening—Screening must be provided for all surface-mounted and roof top utility and mechanical equipment (see RMC 4-4-095. The building permit application must include elevations and details for the proposed methods of screening. Loading Docks—There are no requirements for location of loading docks in the IH zone. Refuse and Recycling Areas—Refuse and recycling areas need to meet the requirements of RMC 4-4-090, "Refuse and Recyclables Standards" (enclosed). For warehousing and distribution developments a minimum of 3 square feet per 1,000 square feet of building gross floor area shall be provided for recyclable deposit areas and a minimum of 6 square feet per 1,000 square feet of building gross floor area shall be provided for refuse deposit areas with a total minimum area of 100 square feet. For office space, a minimum of 2 square feet per 1,000 square feet of building gross floor area shall be provided for recyclable deposit areas and a minimum of 4 square feet per 1,000 square feet of building gross floor area shall be provided for refuse deposit areas with a total minimum area of 100 square feet. The location of the,refuse and recyclable area is not shown on the submitted site plan. The size and location of the refuse and recyclable area would be verified at the time of building permit review. Landscaping—Landscaping requirements apply to all new buildings and conversion of vacant land. The development standards require that all pervious areas within the property boundaries be landscaped. Therefore, all areas of the site not covered by structures, required parking, access, circulation or service areas, must be landscaped with vegetative cover. Ten feet of on-site landscaping is required along all public street PRE14-000481;PACCAR Parts Distribution Center May 8,2014 Page3of6 frontages, with the exception of areas for required walkways and driveways and those zones with building setbacks less than ten feet. In those cases,ten feet of landscaping , shall be required where buildings are not located. For parking areas, all parking lots shall have perimeter landscaping. Existing native vegetation can count towards required landscaping. Where 15 or more vehicle parking . stalls are proposed, interior landscaping is required. Refer to landscape regulations (RMC 4-4-070, enclosed) for additional general and_ specific landscape requirements The submitted site plan does not indicate landscaping.A landscape plan and landscape analysis must be submitted at the time of application for-building permit application.A final detailed landscape plan would need to be approved as part of building permit review. Lighting On-site J.Regulations pertaining to building lighting and parking lighting can be found at RMC 4-4-075. A lighting plan would be required that adequately provides for public safety without casting excessive glare on adjacent properties at the time of building permit review. Downlighting shall be used in-all cases to assure safe vehicular movement in an area where pedestrians could be walking. Tree Preservation—If any significant trees are currently on the project site, a tree inventory and a tree retention plan along with a tree retention worksheet shall be ' 1 provided with the formal land use/building permit application. The tree retention plan must show preservation of at least 5 percent of significant trees. If trees cannot be retained,they may be replaced with minimum 2 inch caliper trees at a rate of six to one. Parking—Regulations pertaining to vehicle arid bicycle parking can be found at RMC 4-4- 080 (enclosed). For mixed occupancy buildings,,where the-proposal would mix office and warehousing and distribution,the total requirements for off-street parking facilities would be the sum of the requirements for the several uses computed separately. Based on the submitted application materials,the following ratios would be_applicable to the proposal as parking requirements apply to new buildings: AUTOMOBILE PARKING Use Square Footage Ratio Required Spaces of Use Warehousing and 160,000 gross sf Min and Max: 1 space Net floor area is Distribution (defined in the per 1,500 sf of net floor unknown: 107 stalls for parking requirements 'area. the gross sf. under"Industrial Activities- Warehouses and indoor storage buildings"). PRE14-000481;PACCAR Parts Distribution Center May 8,2014 Page 4 of 6 Office,general 8,500 sf Min of 2 spaces per ' Net floor area is 1,000 sf of net floor area unknown. Minimum of and Max of 4.5 spaces 17 spaces to a maximum per 1,000 of net floor of 38 spaces with gross area. floor. The minimum amount of required automobile stalls is unknown as the application provided gross areas where net floor areas are used for calculation. The submitted application narrative indicates the existing surface parking area north of the proposed building along Houser Way N would provide,vehicle parking stalls for the required number of spaces outside of the 10 being proposed near the new building. BICYCLE PARKING Use Required Spaces Office, general, medical and The number of bicycle parking spaces shall be ten dental, manufacturing and percent (10%) of the number of required off-street fabrication, laboratories,parking spaces. Spaces shall meet the and packaging operations: requirements of subsection F11c of RMC 4-4-080. A minimum of bicycle stalls would be required based on the required number of auto parking spaces required.At this time the net floor area of both the proposed warehouse and office space is not provided, where those numbers would be used to determine the bicycle parking requirement. The applicant will be required at the time of the building permit application to provide detailed parking information including use area, stall and drive aisle dimensions, and total number of spaces provided and where those spaces are located. Gross and net floor areas for both the warehouse and office will be needed as part of the analysis for determining parking requirement. It should be-noted that the parking regulations specify standard stall dimensions, ratios of compact surface parking spaces, and ADA accessible stall requirements (dimensions and ratio). Access—Driveway widths are limited by the driveway standards, in.RMC 4-40801. Driveway spacing requirements allow for up to 50-foot wide driveway widths with a minimum distance of 40 feet between two driveways. A maximum of 2 driveways are allowed per 330 feet of frontage. The submitted site plan shows 2 driveways along the proposed building frontage, with 50-foot or less driveway widths and a separation between the two of roughly 370 linear feet. The proposed concept is compliant with RMC. Driveway slopes cannot be greater than 15% slope. Driveway widths would be verified at the time of building permit review. 1 t PRE14-000481;PACCAR Parts Distribution Center May 8, 2014 Page5of6 Signage—No signage proposal was provided as part of the submitted materials although signage is shown on the submitted 3-D drawings on the building. Any signs would require sign permits which must meet City requirements (RMC 4-4-100, enclosed). One freestanding business sign is permitted per street frontage. Each sign shall not exceed an area greater than 0.75 square feet for each linear foot of property frontage occupied by the business. In addition to the permitted freestanding sign, wall signs with a copy area not exceeding 20 percent of the façade, on which it is located, are also permitted. Critical Areas:The proposed project site is within a seismic hazard area and within the Aquifer Protection Zone 2 area. Environmental Review:The proposed project has previously gone through Environmental (SEPA) Review in 2006 (LUA06-139, ECF) for a parts distribution center and associated office development (SEPA review enclosed). Five conditions of approval were made as part of the Determination of Non-Significance—Mitigated (DNS-M) and ' those conditions are still applicable to this proposal. An addendum to the previous determination may be"needed in relation to changes to traffic flows and possible dedication of right-of-way. A traffic study would be required with information with analysis of trips generated as the amount of warehouse space and office space have changed. If the traffic study identifies new impacts, the project may be required to complete Environmental Review. Proposed project impacts are consistent with the SEPA review in 2006.The previous SEPA analyzed earth work, water and stormwater, environmental health, noise, transportation, and emergency services.The previous review was for a 255,000 sf warehouse and 5,000 sf office, where this proposal is for 163,000,sf,warehouse with 10,000 sf mezzanine, and 8,500 sf office space. There is consistency between the previously reviewed project and proposed project as uses are similar, square footages are generally similar, and the proposed site location is similar. The SEPA mitigation measures that are still applicable are that geotechnical report recommendations be followed,temporary erosion and sedimentation control plan be followed,that the stormwater detention system comply with required standards in addition to water quality improvements,that all truck traffic associated with the distribution center be limited to the hours between 7:00 am and 10:00 pm, and that mitigation fees be required for both transportation and fire emergency services. Permit Requirements:The project does not require any land use actions if consistency with the previous SEPA determination is found. Building permits would be required. Fees: In addition to the applicable building and construction fees,'impact fees would be required. Such' fees would apply to all projects and would be calculated at the time of building permit application and payable prior to building permit issuance. The fees for 2014 are as follows: PRE14-000481;PACCAR Parts Distribution Center May 8, 2014 Page 6 of 6 Transportation Impact Fee: Will be based on the square footage of the new building and will, be due at time of building permit issuance (see Plan Review- Transportation/Street comments). Fire Impact Fee: $0.08 per sf of warehouse space, and $0.14 per sf of commercial office area (see Plan Review-Fire comments). A handout listing all of the City's Development related fees is attached for your review. Kris Sorensen From: Bob MacOnie Sent: Wednesday, February 11, 2015 3:25 PM To: Steve Lee;Vanessa Dolbee; Kris Sorensen;Jan A. Conklin Cc: Jennifer T. Henning Subject: RE: PACCAR- Boundary Survey Attachments: FW: PACCAR= Boundary Survey The `Boundary" portion of this survey is illusory,and with rare exception unidentifiable throughout. There are no controlling monuments identified and no bearings and distances called out. Bob I arlie5{ ) s M sf 1 4-2-130A DEVELOPMENT STANDARDS FOR INDUSTRIAL ZONING DESIGNATIONS 4 Pt le ...0>w i•• 1,-,... i'• t,, '';'.',-,"•,',--•••tV''-'''••,•''••, •"4i?•.7! .-.• ., ‘." v ex ..zi4tP•e.: 441::-;;;`,.,-;.•; 4 . 44 4I k•441 ,14. ••7,::; •-: LOT DIMENSIONS Minimum Lot Size for lots I\ 35,000 sq.ft. .- 35,000 sq. ft. 35,000 sq. ft. . Created after September 1, i • 7 1985 . I \I) ' Minimum Lot Width/Depth fdr. None. None . None . lots created after September 1, I 1985, . . I i 7-, LOT COVERAGE Maximum Lot Coverage for ' 65%of total lot area or 75% if parking None . • None • •• . • Buildings iAs provided within the building or within a parking garage HEIGHT MaxiMum Building Height, 50 ft.,'except.100 ft. if lot is located in None None except for Public.uses having a the Employment Area Valley Public Suffix" (P) designation (EAV)4.5,13 Maximum Height for Wireless See RMC.4-4-140G. See RMC 4-4-440G.See RMC 4-4-140G. Communication Facilities • SETBACKS8AMP:mwo:,5i:.-; :: :Amommo.igw.w§::-'1,.:Nili.-am.,:miomimiaiw.o.omimoii.,, •0:::,?:.:imigi;m0,:-!iwainimomai..:iili.:.4.,ivz.;.:i .: .;'•o.mmoin.vimii:ini:mig,imi:;.:g::ag Minimum Front Yard Principal Arterial streets:12 20 ft.. Principal Arterial streets:12 20 ft. Principal Arterial streets:12 20ft. Other streets: 15 ft. provided that 20 Other streets: 15 ft. Except 50 ft. is- Other streets: 15 ft. ft. is required if a.lot is adjacent to or required if a lot is adjacent to or abut- abutting a lot zoned R-1, R-4, R-8, ting a lot zoned R-1, R-4, R-8,•RMH, . . - ... RMH, R-10, R-14, or RM. • R-10; R-14, or RM. ,- Minimum Side Yard Along a Principal Arterial streets:12 20 ft. Principal Arterial Streets.12 20 ft. Principal.Arterial streets:12 20 ft. Street " Other streets: 15 ft. Except 50 ft. is- Other streets: 15.ft. Except 50 ft. is' Other streets: 15 ft.„.. required if a lot is adjacent to or abut- required if-a lot is adjacent to or abut-. ting a lot zoned R-1,A-4, R-8, R-10, ting a lot zoned R-1, R-4, RMH, R-8, R-14,sor RM. R-10; R-14 or RM. • f ) - Minimum Freeway Frontage , 10 ft. landscaped setback from the 10 ft..landscaped setback from the .10 ft. landscaped setback from the • Z.)'Setback property line. • . property line.. property line. Conflicts:See RMC 4-1-080.1, DEVELOPMENT STANDARDS FOR INDUSTRIAL ZONING DESIGNATIONS. - N a yQ ; L ^ *a Y C..gg n ,y {7d', 'tpw .zs < i W1 r ;, v xi'v%'E r:!• Y:•):c r:.:.:i?.fir::......... } -S T AE..KS.3 Minimum Rear and Side . _ None, except 20 ft; if,lot is adjacent to None, except.50 ft. if lot is adjacent to None, except,.50 ft; if lot abuts a lotYards" or abutting a residential zone, R-1, or abutting a residential.zone, R-1, _. zoned R-1, R-4, R-8,_R-10; R-14; orR-4, R-8, RMH,-R-10;R-14, or RM; - R-4, R-8, RMH, R-10, R-14, or RM. RM-I. which may be reduced to 15 ft.through the site plan development review pro- 20 ft. if lot abuts'a lot zoned CN, CV, cess. CA, CD, CO; COR, or P-Suffix. . Clear Vision Area In no case-shall a structure over 42 in. In no case shall a structure over 42 in. In no case shall a structure over 42 in.in height intrude into the 20 ft. clear in height-intrude into the 20 ft. clear in height intrude into the 20 ft. clearvisionareadefinedinRMC4-11-030. vision area defined in RMC 4-11-030. vision area defined.in RMC 4-11-030.-LANDSC :_ Geen ral See RMC -4-4 070 See RMC 4-4-070. Minimum Re ire d fror Se' eq RMC 4-4 09 5 See RMC -4-4 095. See RMC 4-4-095.Outdoor Loading, Repair, • Maintenance or Work,Areas; Outdoor Storage, Refuse or Dumpster Areas ' Special Screening NA 6 to 10 ft. high solid wall or si t-6 to 10 ft. high.solid.wall or sight-Requirements for Tow Truck . 7•obscuring fence required. obscuring fence required.Operations and. ' A. Impoundment Yards: mn!::::; r.{::.:::.;;.:::::::....:.... .:::is C:jei'.%{.};:; v'('r: ii 'i vi:gu i?:^`}:v<i:•:isvi:i:i ry:::'=:isi!:!:?:iiii?isv i??i?i?:.?+.}::.:':?::::h::•i?:.:':.`.<!:viiiiii:<i::i?iii:;:ii?'%v;?•:r'Location Not permittedion the'side of the lot that• Not permitted o he side of the lot that NA-is adjacent to or abutng a residential js adjac nit to/ abutting a residential . zone, R-1, R-4, R-8,'R,10, R-14, or zone;141,;R-49 R-8, R-10, R-14, or V. RM I.z RM-I D:UMP...:ST R/. REG: : '.N G. LE TON:., .. .. S r. Y... .:.... n..:::.;v::•:::::.:::..;v:::;:•{:vv:::+:•:.:::vY.?ii;i::!?is 2!iril:i!?:.ni!:!!??:?i:•i:4'::i}:{iv 'r ':,::ii'i:; Recycling Areas i S::eC 4- 90:::.:::::,.:::.:.::..::::..:::: i::Location of Refuse or See RMC-4-4-090. See RMC 4-4-090. See RMC 4-4-090.•Y g Conflicts:See RMC 4-1-080. DEVELOPMENT STANDARDS FOR INDUSTRIAL ZONING DESIGNATIONS PARKING General Also see.RMC 4L4-080 and RMC Also see RMC 4-4-080 and RMC See RMC.4-4-080 and RMC 10-10-13. 10-10-13. 10-10-13. SIGNS General See RMC•4-4,100. • See RMC 4-4-100. - See RMC 4-4-100. CRITICAL AREAS General See RMC 473-050 and 4-3-090. See RMC 4-3-050 and 4-3-090. See RMC 4-3-050 and 4-3-090. Ord. 4851, 8-7-2000; Amd. Ord. 4963, 5-13-2002; Ord. 5153, 9-26-2005; Ord. 5528, 3-8-2010; Ord. 5574, 11-15-2010; Ord. 5676, 12-3-2012) Conflicts:See RMC 4-1-080. • r, This page left intentionally blank. 1 4-2-130B 4-2-130B CONDITIONS ASSOCIATED WITH DEVELOPMENT.STANDARDS TABLE FOR INDUSTRIAL ZONING DESIGNATIONS. - . 1.. As designated by the Transportation Ele- 11: Allowed Projections into Setbacks: ment of the Comprehensive Plan. a. Eaves and cornices may extend over 2. These provisions may be modified through the required setback fora.distance of _ the site development plan review where up to 24". ; the applicant can show that the same or b. Accessory buildings when erected sobetterresultwilloccurbecauseofcreative that the entire building is within a dis=design solutions, unique aspects or use, tance of 30'from the rear lot line mayetc.,which have not been fully planned at also occupy the side yard setback ofthetimeofsiteplandevelopmentreview. • an inside lot line. 3. Provided that a solid 6' high barrier wall is provided within the landscape strip and a c. Steps and decks having no roof and maintenance agreement or easement for not exceeding 42"high may be built the landscape strip is secured.A solid bar- within a front setback. rier wall shall not be located closer than 5' 12. Includes principal arterials as defined in to an abutting lot zoned R-1, R.4, R-8, the Arterial Street Plan anddepicted in R-10, R-14 or RM-E RMC 4-2-080E. Principal arterial streets 4. To construct a building or structure in.within the Downtown Pedestrian District as excess of 50', outside the EAV, requires an depicted by RMC 4-2-080C shall be Administrative Conditional Use Permit. exempt from this setback requirement. 5. For uses located within the Federal Avia- 13. "Public Suffix"(P) properties are allowed tion Administration Airport Zones desig- the following height bonus: Publicly owned nated under RMC 4-3-020,Airport Related structures shall be permitted an additional Height and Use Restrictions, in no case 15'in height above that otherwise permit- shall building height exceed the maximum • ted in the Zone if pitched roofs, as allowed by that Section. defined herein, are used for at least 60% or more of the roof surface of both primary 6. The sight-obscuring provision may be and accessory structures. In addition, in waived in order to provide reasonable . zones where the maximum permitted access to the property through the site building height is less than 75', the maxi- plan development review process. mum height of a publicly owned structure 7. Areas set aside for future development on may be increased as follows, up to a maxi- a lot may be hydroseeded.An adequate mum height of 75'to the highest point of. means of irrigation shall be provided. the building: 8. Except by approval by Administrative Con- a. When abutting a public street, 1. addi- ditional Use,Permit in_the.Employment tional foot of height for each additional Area Valley, or by the Hearing Examiner 1-1/2'of perimeter building setback Conditional Use Permit outside the beyond the minimum street setback . Employment Area Valley. required at street level unless such . • setbacks are otherwise discouraged 9. Abutting is defined as"Lots sharing corn- e,g., inside the Center Downtown mon property lines." Zone); ' 10. Adjacent is defined as"Lots located across b. When abutting a common property - a street, railroad or right-of-way,except line, 1 additional foot of height for . limited-access roads." each additional 2' of perimeter build- ing setback beyond the minimum required along a common'property line;and • 9 1'17 D.,..:,._.1 omn. 4-2-140 c. On lots 4 acres or greater,5 additional , feet of height for every.1% reduction below a 20% maximum lot area cov- erage by buildings for public ameni- ties such as recreational facilities, and/or landscaped open space areas, etc.,when these are open and acces- sible to the public during the day or week. Amd. Ord. 4963, 5-13-2002; Ord. 5519, 12-14-2009; Ord. 5574, 11-15-2010; Ord. 5607, 6-6-2011; Ord. 5676, 12-3-2012) 4-2-140 VIOLATIONS OF THIS CHAPTER AND PENALTIES: Unless otherwise specified, violations of this Chapter are misdemeanors subject to RMC 1-3-1. (Arnd. Ord.4856, 8-21-2000; Ord. 5159, S 10-17-2005) iuA.a Aavi 9 —1RR Kris Sorensen From: Bob Macbnie Sent: Wednesday, February 11, 2015 3:25 PM To: Steve Lee;Vanessa Dolbee; Kris Sorensen;Jan A. Conklin Cc: Jennifer T. Henning Subject: RE: PACCAR- Boundary Survey Attachments: FW: PACCAR- Boundary Survey The "Boundary" portion of this survey is illusory and with rare exception unidentifiable throughout. There are no controlling monuments identified and no bearings and distances called out. Bob 1 Kris Sorensen From: Kris Sorensen Sent: Tuesday, February 10, 2015 8:52 AM To: Vanessa Dolbee; Chip Vincent Subject: RE: Paccar , Attachments: RE: Frontage;Improvements; New PACCAR Warehouse; Street Improvements - 8th, Garden,4th; Scan from CED-Econ-Dev-l.pdf Vanessa and Chip- There is really nothing per code,as the streets are key bicycle routes which require a different street sections than a standard sidewalk-planter strip-curb. Bike lanes are to be combined with sidewalk off-street as exist along PACCAR frontage in other locations and as preferred by the city. For Garden,this is part of the Lake Washington Loop Trail (regional bicycle route)and this exists on Garden, north of N 6th.This multi-use path facility/regional trail route then continues on N 8th St to the east along their property. For N 4th St at the-south of the site,there are two City of Renton bicycle routes that come north from the neighborhoods and connect to the Loop Trail.This would require a multi-use path width. Our staff has met with PACCAR multiple times including this outstanding question. Internally,we have had multiple divisions involved in this discussion, specific tolstreet ROW.Staff has been to the site also to take inventory of what exists as for improvements. Protocol for street modification requests as we have let them know, is at the time they submitplans their modification Is submitted at the same time. Even though.they have not submitted plans for us to review and modify, we have worked on recommendations that the city would most likely approve and provided them to their team. In reality, if the City's code were to be followed,dedication of right-of-way would be required on all street frontages around their property including N 4th St, Garden/Ave N, and N 8th St.We are most likely only requesting ROW in minor places,given they have on-site perimeter mature trees which provide a good buffer. I think part of the problem is there is no Survey that they have provided that tells as how much right-of-way is there and isn't.So the two times we have provided what we think should be developed, is not necessarily what would be required.1. Jan, Steve or I can provide more detail if interested.They have forwarded a letter stating what was agreed to, although ') there were no agreements(MSJ,JTH, and other staff were there with at this meeting). I have attached the following staff responses to PACCAR for this ROW question: Scan of PACCAR Preliminary Application Packet with ROW requirements, PRE14-000481, 5/8/14 0 Most recent email response to PACCAR from city staff regarding street improvements, dated 2/5/15 O Email response to PACCAR for streets discussion from city staff, dated 7/16/14 for the 10/17/14 meeting with them. Kris Sorensen,Associate Planner, Planning Division, Community& Economic Development, City of Renton, 425-430-6593 1 From: Vanessa Dolbee Sent: Tuesday, February 10, 2015 6:30 AM To: Kris Sorensen Subject: Paccar Importance: High Kris, f Chip has a meeting with the mayor this morning. Can you please put together a list for chip that compares the required st frontages per code to what we have told them they can modify to. Please work with Jan. We are will get together with chip at 9 am. Thank you. Vanessa Sent from my Verizon Wireless 4G LTE DROID 2 Kris Sorensen From: Jan Illian Sent: Thursday, February 05, 2015 3:58 PM To: Scott Sedberry' Cc: Steve Lee; Kris Sorensen;Jennifer T. Henning Subject: RE: Frontage Improvements Scott, I am sorry we have not gotten back to you sooner on this. Our office has been riddled with staff outages in the last three weeks due to the cold and flu season.Steve has been out of the office himself and hopes to return next Monday. Steve Lee, Kris Sorenson and I did walk the site a few weeks ago. Here is our recommendation: North side of North 4th between Houser and Garden: 1. Install new vertical curb along North 4th. , 2. Replace existing sidewalk with new 12 foot wide concrete pedestrian/bike sidewalk. 3. Replace curb ramp at the corner of Houser Way N. and N. 4th to comply with current ADA standard. • 4. Dedicate corner of N.4th and Garden Ave N.to accommodate a 35 foot radius, installation of current ADA ramp(s) and ADA and bike connection from Garden to North 4th Street. Garden Ave North: 1. Replace existing curb cuts not in use with new vertical curb. 2. Install new 10 foot concrete pedestrian/bike path (modified from 12 feet)from the corner of N.4th north in Garden Ave N.to the south side of N. 6th Street. 3. Replace existing curb ramp at the south side of N. 6th Street with current ADA ramp 4. Install new ADA ramp across the receiving street in Garden. Landscaping: Leftoverright-of-way next to pathways to be.landscape/planter strip areas and should be located between the curb and sidewalk/pathway areas where the landscaped areas should be planted with trees, shrubs,and groundcover or a mix. Mature existing trees that can be kept along the Garden right-of-way is encouraged if possible. Until an updated survey is provided, it is not clear as to how much dedication of right of way may be required to install these improvements. Steve will be back on Monday if you have questions. Sincerely, Jan Illian City of Renton Development Engineering 1055-S. Grady Way 6th floor Renton,WA 98057 Phone: (425)430-7216 E-mail: iillian@rentonwa.gov North side of North 4th between Houser and Garden: 1. Install new vertical curb along North 4th. 2. Replace existing sidewalk with new 12 foot wide concrete pedestrian/bike sidewalk. 3. Replace curb ramp at the corner of Houser Way N.and N. 4th to comply with current ADA standard. 4. Dedicate corner of N.4th and Garden to accommodate 35 foot radius and installation of current ADA ramp(s). Garden Ave North: 1. Replace existing curb cuts not in use with new vertical curb. 2. Install new 10 foot concrete pedestrian/bike path from the corner of North 4th and Garden Ave North to the south side of N 6th Street. Modified from City standard of 12 feet. 3. Replace existing curb ramp at the south side of N.6th Street with current ADA ramp 4. Install new ADA ramp across the street in Garden. Jan Illian City of Renton Development Engineering 1055-S. Grady Way 6th floor Renton,WA 98057 Phone: (425)430-7216 E-mail: jillian@rentonwa.Rov From: Scott Sedberry [mailto:Scott.Sedberry@PACCAR.com] Sent: Thursday, February 05, 2015 2:55 PM To: Steve Lee; Jan Illian Subject: Frontage Improvements Steve, Pursuant to our meeting on January 21,the City of Renton agreed to review and respond to PACCARs proposed frontage modifications not later than January 30, 2015. Having left a couple of voicemails and receiving no response, PACCAR is growing increasingly concerned about its ability to respond to City of Renton.design requirements and/or changes in order to meet the scheduled permit submittal date of February 20. Please contact me at your earliest convenience to discuss next steps so we can avoid further delays. Best Regards, Scott Sedberry PACCAR Inc. Corporate Facilities Manager 425)468-7318 2 Kris Sorensen From: Kris Sorensen Sent: Wednesday,July 16, 2014 10:55 AM To: Craig Carney,(CCarney@FHOARCH.COM)'; 'scott.sedberry@paccar.com' Cc: Jan Illian; Steve Lee Subject: New PACCAR Warehouse; Street Improvements - 8th,Garden,4th Hi Scott&Craig— Sorry for the delay on street improvements.The new warehouse triggers street improvements as discussed at the preliminary application meeting.This includes N 8th, Garden Ave N, and N 4th.A survey will help determine whether right-of-way dedication would be required.The direction is to keep curb and gutter in place in all locations and work inwards with the improvements. Below is direciion for the different frontages: N 8th—Has existing planting strip and multi-use path. No improvements at this point although the intersection corner radius with Garden will be reviewed once the site survey is done. Garden Ave N—The northern part of Garden has existing planting strip and multi-use path and the southern part towards N 4th has existing planting strip and path.Where these improvements are missing, an 8-ft planter strip behind the curb and install of the multi-use path.The width of the multi-use path is based on the widest portion of the path on Garden (it may all be the same width).The intersection corner with 4th at the south will be reviewed for any needed improvements. N 4th—From the intersection with Garden to your entry,the westerly half of the block face will need improved with 8-ft planter strip behind the curb and gutter with a multi-use path the same width as above. There may be more discussion once the survey is done. It would be good to include the existing mature tree locations along the street frontages that you have on-site in case some would potentially be taken out given the above improvement widths.Thanks far your patience. Kris-Sorensen,Associate Planner, Planning Division, Community& Economic Development, City of Renton, 425-430-6593 1 PREAPPLICATION MEETING FOR PACCAR Parts Distribution Center N. 4th St & Houser Way N PRE 14-000481. CITY OF RENTON Department of Community & Economic Development Planning Division May 8, 2014 Contact Information: Planner: Kris Sorensen, 425.430.6593 Public Works Plan Reviewer:Jan Illian, 425.430.7216 Fire Prevention Reviewer: Corey Thomas, 425.430.7024 - Building Department Reviewer: Craig Burnell, 425.430.7290 Please retain this packet throughout the.course of your project as a reference. Consider giving copies of it to any engineers, architects, and contractors who work on the project.You will need to submit a copy of this packet when you apply for land,use and/or environmental permits. Pre-screening: When you have the project application ready for submittal, call and schedule an appointment with th'e project manager to have it pre-screened before' making all of the required.copies. The pre-application meeting is informal and non-binding.The comments provided on the proposal are based on the codes and policies in effect at the time of review.The applicant is cautioned that the development regulations are regularly amended and the proposal will be formally reviewed under the regulations in effect at the time of project submittal.The information contained in this summary is subject to modification and/or concurrence by official decision-makers (e.g., Hearing Examiner, Planning Director, Development Services Director, Department of Community & Economic Development _ Administrator, Public Works Administrator and City Council): • Fire & Emergency Services City of•, Department e, MEMORANDUM DATE: 4/17/2014 12:00:00AM TO: Kris Sorensen,Associate Planner FROM:Corey Thomas,Plan Review/Inspector SUBJECT:Paccar Parts Distribution CenterPreapplication)PRE14-000481 1. The preliminary fire flow is 5,500 gpm. A minimum of one hydrant is required within 150-feet of the structure and five additional hydrants are required within 300-feet of the structure. Maximum hydrant spacing around the building is 300-feet on center. A looped 12-inch water main is required to be installed around the building. 2. Fire impact fees are applicable at the rate of$0.14 per square foot of commercial office space and$0.08 per square foot of industrial/manufacturing space. This fee is paid at time of building permit issuance. 3. Approved fire sprinkler and fire alarm systems are required throughout the building. Separate plans and permits required by the fire department. Direct outside access is required to the fire sprinkler riser room. Fully addressable and full detection is required for the fire alarm system. 4. Fire department apparatus access roadways are required within 150-feet of all points on the building. Fire lane signage required for the on site roadway. Required turning radius are 25-feet inside and 45-feet outside. Roadways shall be a minimum of 20-feet wide. Roadways shall support a minimum of a 30-ton vehicle and 322-psi point loading. 5. An electronic site plan is required prior to occupancy for pre-fire planning purposes. 6. The building shall comply with the City of Renton Emergency Radio Coverage-ordinance. Testing shall verify both incoming and outgoing minimum emergency radio signal coverage. If inadequate,the building shall be enhanced with amplification equipment in order to meet minimum coverage. Separate plans and permits are required for any proposed amplification systems. 7. Applicant shall provide a completed Hazardous Material Inventory Statement prior to building permit issuance. Use of City of Renton form or approved equiviliant is required. Page 1of1 DEPARTMENT OF COMMUNITY 1 c;ty°f . AND ECONOMIC DEVELOPMENT MEMORANDUM DATE: 5/8/2014 12:00:00AM TO: Kris Sorensen,Associate Planner FROM:Jan Illian,Plan Reviewer SUBJECT: Paccar Parts Distribution Center Preappiication)PRE14-000481 NOTE:The applicant is cautioned that information contained in this summary is preliminary and non-binding and may not subject to modification and/or concurrence by official city decision-makers. Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. I have completed a preliminary review for the above-referenced proposal. The following comments are based on the pre-application submittal made to the City of Renton by the applicant. Water 1. The proposed development is within the City of Renton's water service area and in the 320-hydraulic pressure zone. The site is located with Zone 2 of the City's aquifer protection area(APA Zone 2),and it is within the 5-year capture zone of the City's drinking water Downtown's wellfield. 2. Thereis an existing 12-inch water main in Garden Ave N.,an existing 8-inch water in N.4th Street and a 12-inch water main in Houser.The existing 12-inch water main in Houser Way N.(refer City water project plan no.W-0051)that can deliver a maximum flow capacity of 4,500 gallons per minute(gpm). The static water pressure is about 125 psi at ground elevation of 28 feet. The Water Utility has performed a hydraulic fire flow analysis using the computer model of the City's water system to determine the needed off-site and on-site water main improvements to provide the required fire flow demand of 5,500 gpm for the subject proposed development. 3. Based on the project information submitted by the applicant for the pre-application meeting,the City's Fire Prevention Department has determined that the preliminary fire flow demand for the proposed development is 5,500 gpm including the use of an automatic fire1sprinkler system.A conceptual and general schematic layout of the proposed'water main improvements is attached. The final location of the water main extensions will be determined as part of the design of the improvements.In order to provide water service for domestic and fire protection to the proposed project,the following water main improvements are required: Installation of about 1,300 feet of 12-inch ductile iron water main in N.4th Street connecting the existing 12-inch water main in Garden Ave N.to the existing 12-inch water main in Houser Way N. This new section of pipe will provide the additional flowrate and will increase the capacity of the existing 12-inch water main to 5,500 gpm. Installation of a 12-inch on-site water main loop around the proposed building connecting to the above new 12-inch water in N.4th St.and to the existing 12-inch water main in Houser Way N. The on-site looped water system is required by City codes because the fire flow demand exceeds 2,500 gpm. A 15-foot wide utility easement shall be dedicated to the City for the on-site water main improvements and also for the area covering the perimeter of the proposed pressure reducing station. 4. Since the project site is an Environmental Protection Agency(EPA)Superfund site that has been capped with clean soils,all excavation and backfill related to the installation of the water mains and of other site Page 1 of 3 utilities shall be done in accordance wit,-- !recommendation of the geo-technical and/or a ironmental engineer and related geotechnical and environmental compliance reports. 5. Installation of fire hydrant(s)as approved by Renton Fire Prevention will be required. The number and location of the hydrants shall be determined based on the City's review of the final building plans and site plan. 6. Installation of,a fire sprinkler stub a with a detector double check valve assembly(DDCVA)for backflow prevention will be required. The DDCVA shall be installed in an outside underground vault. The DDCVA may be installed inside the building if it meets the conditions as shown on City's standard plan 360.5 for the installation of a DDCVA inside a building. Adequate space in the underground parking garage must be provided for the installation of the fire sprinkler DDCVA. A reduced-pressure principle detector assembly(RPPDA)is required if the fire sprinkler system has a secondary non-potable water supply,a fire pump,or if chemical additions are used. The RPPDA shall be installed in an above-ground and heated enclosure,such as a"hot-box",or it may be installed in the building at a location approved by the City. 7. Installation of a separate domestic water meter with a reduced backflow prevention assembly(RPBA)for the building will be required. The RPBA shall be installed behind the meter and inside a heated enclosure hot-box")per City standard plan no.350.2. 8. Installation of a landscape irrigation meter and double check valve assembly(DCVA),if applicable. 9. Adequate horizontal and vertical separations between the existing or new water main and other utilities storm sewer,sanitary sewer,power,gas,electrical)shall be provided per City design standards. 10.Water system development fees will be based on the size of the domestic water meter(s),irrigation meter and fire service line.These fees are payable prior to issuance of the construction permit. See fee schedule attached. Sanitary Sewer 1. There is an 8-inch sewer main in Garden Ave North and an 8 inch sewer main in N.4th Street. 2. Sewer system development fees are based on the size of the new domestic water that will serve the building. Storm Drainage 1. There is a storm conveyance system in Houser Way and at the corner of N.4th Street and Factory Place North. 2. A drainage plan and drainage report will be required with the site plan application.The report shall comply with the 2009 King County Surface Water Manual and the 2009 City of Renton Amendments to the KCSWM, Chapter 1 and 2.All core and any special requirements shall be contained in the report. Based on the City's flow control map,this site falls within the Peak Rate Flow Control Standard,Existing Site Conditions.The drainage report will need to follow the area specific flow control requirements under Core Requirement#3. Special Requirement#6 will also apply to this project. 3. A geotechnical report for the site is required.Information on the water table and soil permeability with recommendations of appropriate flow control BMP options with typical designs for the site from the geotechnical engineer shall be submitted with the application. 4. Surface Water System Development fees of$0.491 per square foot of new impervious surface will apply. This is payable prior to issuance of the construction permit.Credit will be given for existing impervious surface areas. 5. A Construction Stormwater Permit from Department of Ecology is required if clearing and grading of the site exceeds one acre. Transportation/Street 1. Existing right-of-way width in Garden Ave N.is 60 feet and in N.8th Street is 70 feet.Garden Ave N.and N. 8th Street are classified as Minor Arterials.To meet the City's complete street standards,street improvements Page 2 of 3 including curb,gutter,an 8-foot planter,8-foot sidewalk,a 5 foot bike and storm drainimprovements are required to be constructed in the right of way fronting the site per City code 4-6-060. Additional right of way may be required to be dedicated to the city to build the improvements. Existing right-of-way width in N.4th Street is 60 feet.N.4th Street is classified as a Principal Arterial. To meet the City's complete street standards,street improvements including but not limited to curb,gutter,an 8-foot planter strip,8-foot sidewalk,a 5-foot bike and storm drainage improvements are required to be constructed in the right of way fronting the site per City code 4-6-060.Additional right of way may be required to be dedicated to the city to build the improvements. 2. Applicant will need to submit a request in writing requesting a modification of the street frontage improvements as outlined in City code 4-9-25005d.Staff will support a modification to allow a lesser standard in areas where it is not feasible to build frontage improvement per city code.Letter should be addressed to Jennifer Henning,Director of Community and Economic Development. Request will be routed through Plan Review. 3. Street lighting meeting City's lighting levels for arterial streets will be required along the project side. 4.A traffic impact analysis is required when estimated vehicular traffic generated from a proposed development exceeds 20 vehicles per hour in either the AM(6:00-9:00)or PM(3:00—6:00)peak periods. A peak hour volume of 20 vehicles per hour would relate to daily volume of approximately 200 vehicles per day. Generally this would apply to commercial sites that generate 20 vehicles per hour. Traffic study guidelines are included with the pre-application packet. 5. Traffic impact fees for the new use based on the square footage of the new building will apply. Impact fees owed will be due at time of building permit issuance. General Comments 2. All construction utility permits for drainage and street improvements will require separate plan submittals. All utility plans shall conform to the Renton Drafting Standards. Plans shall be prepared by a licensed Professional Engineer. 3. When the utility plans are complete,please submit three(3)copies of the drawings,two(2)copies of the drainage report,permit application,and an itemized cost of construction estimate,and application fee at the counter on the sixth floor. Page 3 of 3 DEPARTMENT OF COMMUNITY AND ECONOMICOIC City nfj oDEVELOPMENT MEMORANDUM DATE: May 8, 2014 TO: Pre-Application File No. 14-000481 FROM:Kris Sorensen,Associate Planner SUBJECT: PACCAR Parts Distribution Center General: We have completed a preliminary review of the pre-application for the above- referenced development proposal.The following comments on development and permitting issues are based on the pre-application submittals made to the City of Renton by the applicant and the codes in effect on,the date of review. The applicant is. cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision-makers (e.g., Hearing Examiner, Community& Economic Development Administrator, Public Works Administrator, Planning Director, Development Services Director,and City Council). Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. The applicant is encouraged to review all applicable sections of the Renton Municipal Code. The Development Regulations are available for purchase for$50.00 plus tax,from the Finance Division on the first floor of City Hall or online at www.rentonwa.gov Project Proposal:The subject property is located at N 4th St and Houser Way N. The site area is 2,876,266 square feet (sf) in size.The project proposal is to construct a one- story, 36-foot tall, parts distribution center with warehouse space and associated office. The approximate square footages of the spaces are 8,500 sf office and 163,000 sf warehouse with a 10,000 sf mezzanine.A total of 19 truck bays are proposed, 10 for shipping and 9 for receiving. Vehicle parking spaces for the site include 8 standard stalls and one van accessible stall, with other required parking stalls provided at a large existing PACCAR surface parking lot just north of the proposed building. Access would be provided via two new driveway access points from Houser Way N.The site is identified as an Environmental Protection Agency Superfund site where a remedy for the site was completed in 1996. Current Use: The overall block between N 8th St and N 4th St from north to south, and Houser Way Bypass to Garden Ave N from east to west is currently developed with PACCAR's truck manufacturing building, offices, parking and other related improvements.The southern portion of the block is generally vacant without buildings. 3 J•``,Am I PRE14-000481;PACCAR Parma di§3istribution Center May 8,2014 Page 2 of 6 Zoning:The property is zoned Heavy Industrial (IH). Overlay Districts:The property is not located in'a design overlay district. Development Standards:The project is subject to and generally appears to comply with RMC 4-2-130A, "Development Standards for Industrial Zoning Designations," effective at the time of complete land use and building permit applications. Lot Coverage for Buildings—There is no maximum lot coverage in the IH zone. Setbacks—Setbacks are the distance between the building and the property line or any private access easement.Setback requirements in the IH zone are as follows: 15 feet minimum for the front yard and side yards along a street,except along principal arterial streets where the setback is 20 feet.There is no setback for side and rear yards unless the site is abutting a residential or commercial zoned property. The submitted site plan shows the building is setback roughly 58 feet from the southern N 4th St and roughly 120 feet at the nearest building edge along Houser Way N.Setbacks may need to be reviewed following anyrequired dedication of right-of-way(see Plan Review- Transportation/Street comments).Setbacks would be verified at the time of building permit review. Building Height—There is no maximum building height in the IH zone. Screening—Screening must be provided for all surface-mounted and roof top utility and mechanical equipment(see RMC 4-4-095. The building permit application must include - elevations and details for the proposed methods of screening. Loading Docks—There are no requirements for location of loading docks in the IH zone. Refuse and Recycling Areas—Refuse and recycling areas need to meet the requirements of RMC 4-4-090, "Refuse and Recyclables Standards" (enclosed). For warehousing and distribution developments a minimum of 3 square feet per 1,000 square feet of building gross floor area shall be provided for recyclable deposit areas and a minimum of 6 square feet per 1,000 square feet of building gross floor area shall be provided for refuse deposit areas with a total minimum area of 100 square feet. For office space, a minimum of 2 square feet per 1,000 square feet of building gross floor area shall be provided for recyclable deposit areas and a,minimum of 4 square feet per 1,000 square feet of building gross floor area shall be provided for refuse deposit areas with a total minimum area of 100 square feet. The location of the refuse and recyclable area is not shown on the submitted site plan. The size and location of the refuse and recyclable area would be verified at the time of building permit review. Landscaping—Landscaping requirements apply to all new buildings and conversion of vacant land.The development standards require that all pervious areas within the property boundaries be landscaped.Therefore, all areas of the site not covered by structures, required parking, access,circulation or service areas, must be landscaped with vegetative cover. Ten feet of on-site landscaping is required along all public street PRE14-000481;PACCAR Pat c$istribution Center May 8,2014 Page 3 of 6 frontages, with the exception of areas for required walkways and driveways and those zones with building setbacks less than ten feet. In those cases,ten feet of landscaping shall be required where buildings are not located. For parking areas, all parking lots shall have perimeter landscaping. Existing native vegetation can count towards required landscaping. Where 15 or more vehicle parking stalls are proposed, interior landscaping is required. Refer to landscape regulations (RMC 4-4-070,enclosed)for additional general and specific landscape requirements. The submitted site plan does not indicate landscaping.A landscape plan and landscape analysis must be submitted at the time of application for building permit application.A final detailed landscape plan would need to be approved as part of building permit review. Lighting On-site—Regulations pertaining to building lighting and parking lighting can be found at RMC 4-4-075. A lighting plan would be required that adequately provides for public safety without casting excessive glare on adjacent properties at the time of building permit review. Downlighting shall be used in all cases to assure safe vehicular movement in an area where pedestrians could be walking. Tree Preservation—If any significant trees are currently on the project site, a tree inventory and a tree retention plan along with a tree retention worksheet shall be provided with the formal land use/building permit application. The tree retention plan must show preservation of at least 5 percent of significant trees. If trees cannot be retained,they may be replaced with minimum 2 inch caliper trees at a rate of six to one. Parking—Regulations pertaining to vehicle and bicycle parking can be found at RMC 4-4- 080 (enclosed). For mixed occupancy buildings, where the proposal would mix office and warehousing and distribution,the total requirements for off-street parking facilities would be the sum of the requirements for the several uses computed separately. Based on the submitted application materials,the following ratios would be applicable to the proposal as parking requirements apply to new buildings: AUTOMOBILE PARKING Use Square Footaqe Ratio Required Spaces of Use Warehousing and 160,000 gross sf Min and Max: 1 space Net floor area is Distribution (defined in the per 1,500 sf of net floor ' unknown. 107 stalls for parking requirements area. the gross sf. under"Industrial Activities- Warehouses and indoor storage buildings") PRE14-000481;PACCAR Parr'taiiistribution Center May 8,2014 Page 4 of 6 Office,general 8,500 sf Min of 2 s aces' er Net floor area is 1,000 sf of net floor area unknown. Minimum of and Max of 4.5 spaces 17 spaces to a maximum per 1,000 of net floor of 38 spaces with gross area. floor. The minimum amount of required automobile stalls is unknown as the application provided gross areas where net floor areas are used for calculation. The submitted application narrative indicates,the existing surface parking area north of the proposed building along Houser Way N would provide vehicle parking stalls for the required number of spaces outside of the 10 being proposed near the new building. BICYCLE PARKING' Use Required Spaces r Office,general, medical and, The number of bicycle parking spaces shall be ten dental, manufacturing and percent (10%) of the number of required off-street fabrication,'laboratories,parking spaces. Spaces shall meet the • and packaging operations: requirements of subsection F11c of RMC 4-4-080. A minimum of bicycle stalls would be required based on the required number of auto parking spaces required.At this time the net floor area of both the proposed warehouse and office space is not provided, where those numbers would be used to determine the bicycle parking requirement. The applicant will be required at the time of the building permit application to provide detailed parking information including use area,stall and drive aisle dimensions, and total number of spaces provided and where those spaces are located.Gross and net floor areas for both the warehouse and office will be needed as part of the analysis for determining parking requirement. It should be noted that the parking regulations specify standard stall dimensions, ratios of compact surface parking spaces, and ADA accessible stall requirements (dimensions and ratio). i Access—Driveway widths are limited by the driveway standards, in RMC 4-40801. Driveway spacing requirements allow for up to 50-foot wide driveway widths with a minimum distance of 40 feet between two driveways. A maximum of 2 driveways are allowed per 330 feet of frontage. The submitted site plan shows 2 driveways along the ' proposed building frontage, with 50-foot or less driveway widths and a separation between the two of roughly 370 linear feet. The proposed concept is compliant with RMC. Driveway slopes cannot be greater than 15%slope. Driveway widths would be verified at the time of building permit review. PRE14-00041;PA[[ARPaFt,LPisthbutionCenuer May 0, 2014 Page So<6 Signage—No signage proposal was provided as part of the submitted materials although yiQnage iy shown on the submitted 3-D drawings mn the building. Any signs would require sign pernoits,vvhich nnmat meet City requirements /RK&C4-4-1OCL enclosed). One freestanding business sign is permitted per street frontage. Each sign shall not exceed an.area greater than 0'75 square feet for each linear foot of property frontage occupied by the business. In addition to the permitted freestanding sign, xva|| signs with a copy area not exceeding 20 percent of the fagade, on which itis located, are also permitted. Critical Areas:The proposed project aiteisvxithinaseismmichazardaremandvxithinthe Aquifer Protection Zone 3area. Environmental Review:The proposed project hasprevimms|yMpnethrough Environmental (SEPA) Review in 2006 (LUA06-139, ECF)for a parts distribution center and associated office development(SEPA review enclosed). Five conditions of approval were made as part of the Determination of Non-Significance—Mitigated (DNS-M) and those conditions are still applicable to this proposal.An addendum to the previous determination may beneeded in relation to changes to-traffic flows and possible dedication of right-of-way. A traffic study would be required with information with analysis of trips generated as,the amount of warehouse space and office space have changed. !f the traffic studyidentiMesnevvinnpacts, thepr 'ectnnayberequ|redtm complete Environmental Review. Proposed project irnpactsareoonsistentvviththeSER4 review in2OO6. The previous SEP/\analyzed earth vvor water and stmrrnvvater, environmental health, noise, transportation, and emergency services.The previous review was for a 255,000 sf warehouse and 5,000 sf office,where this &oposal is for 163,000 sf warehouse with 10,000 sf mezzanine, and 8,500 sf office space.There is consistency between the previously reviewed project and proposed project as uses are similar, yquarefootages are generally similar,and the proposed site location is similar.The SEPA mitigation measures that are still applicable are that geotechnical report recommendations be followed,temporary erosion and sedimentation control plan be followed,that the stormnvvater detention system comply xv|threquiredstandardsinadditiontmxxater quality improvements,that all truck traffic associated with the distribution center be innitedtmthehoursbetvveen7:QOammand1O:QDpnn, andthatmmitigatimnfeesbe required for both transportation ond fire emergency services, Permit Requirements:The project dmesmotregoireany|anduseactionsifconsistency with the previous 3EPAdetermination is found. Building permits would be required. Fees: In addition to the applicable building and construction fees, impact fees would be required' Such fees would apply to all projects and would be calculated at the time of bo\|d|mg permit application and payable prior to building permit issuance. The fees for I014arg as follows: PRE14-00O4D1;PAC[ARPan,1stributionCenter May 8,2014 Page 6of6 Transportation Impact Fee: VNU be based on the of the new building and will be due at time of building permit issuance (see Plan Review- Transportation/Street comments). Fire Impact Fee: $O.08 per sfof warehouse space, and $8'14 per sfof-commercial office area (see Plan Review-Fire cornmnem%s[ A handout listing all mf the City's Development related fees is attached for your review. Kris Sorensen From: Bob MacOnie Sent: Wednesday, February 11, 2015 3:25 PM To: Steve Lee;Vanessa Dolbee; Kris Sorensen;Jan A.Conklin Cc: Jennifer T. Henning Subject: RE: PACCAR- Boundary Survey Attachments: FW: PACCAR- Boundary Survey The "Boundary" portion of this survey is illusory and with rare exception unidentifiable throughout. There are no controlling monuments identified and no bearings and distances called out. Bob Kris Sorensen - From: Bob MacOnie Sent: Wednesday, February 11, 2015 3:25 PM To: Steve Lee;Vanessa Dolbee; Kris Sorensen;Jan A. Conklin Cc: Jennifer T. Henning Subject: RE: PACCAR- Boundary Survey Attachments: FW: PACCAR- Boundary Survey The "Boundary" portion of this survey is illusory and with rare exception unidentifiable throughout. There are no controlling.monuments identified and no bearings and distances called out. Bob A 1 NO. 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