Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Large Format - folder 2 of 2
,...; B LIMITS OF GRADING ,. ~·,· •. -/ /1 -- t,,.V / ) ... '--..... --.,. /..,/ //. " / / ~ / \ ' // / .,,...,., ., ... // / . '/ . \ ' C ,;, / / I / / / , .. / ' I ' WETLANDC · ND WORK / ·./ / 'i( ( \ \ \I " . \ / ' PROPOSED L:J:.·:.:· ,.:.:.; ~;_;;'_,;;,,-_.,,,,,.[::-:--.;::: .___· . I I ( I I I I I I\' I I I • I I l I I I I I l I I I I I I I 11111 I I l I I I I I I l,t I I Sllll1I 1~11)' I 11~'11 I \. \ /i I ' ' j.(1 ~ I I ill!~ I 11111 ~ 11111 I, // / /,/ I I I I I /I A"f I I LI I ..,/ .,,. .. 1)/f / 1 l 1111 l1 ./JJ It t .L 1 I / / J f,/ i If 1/ I 'S,·" ,. ' w ·• ., ., ,. • WETLAND A· NO WORK '," PROPOSED <? ., y "' ..... ' -4lS-_ -- ,..--,,/ y-::.:::. '\·<' \ ,f I I' -. \\ \ \ \ ~ ·\. \\ \ , ..... · ... ·.. \ ,, \ \ .. t;. ... \ \,~ \\\~\\ PROPOSED CONTOUR· TYP .,,._ __ \ \\ \ \ i h\ \ \\ \ ~ \ . ' ; \ \ \ \\. \\\,\\\\\ ---/ -I \)\\\\ \j I I '.\ \ \ \ ., ¥ -..;.- .,_, --Y ' w <, /1 I I I\ \ I ~'\: \ I I I I, I I '11 I Ill I I I I I I ,_ __ EXISTING CONTOUR· TYP I I I I I I I I L / 1, }/ 1 1 ·l I l / t~A I !'( /y\ I I I v ' / / F•/ I: I / II/); \ / //~ \ > · .. / //// I ' / y //// / ...... ( 1, ..... / . / /y / ~ ------_11,'\: -<" / / 0/11,'!,\ ... ~\1 ~$/ ~\'3.; ~7' / --,:-----/ , \ LIMITS OF GRADING GRADING CONCEPT PLAN SCALE: 1"=20' D SPLIT RAIL FENCE WITH SIGNAGE AT WETLAND BUFFER LIMITS AND ALONG TRAIL .. 418A 417 416 415 414 413 419A 418 417 416 415 414 418A 417 416 415 414 413 412 411 INSTALL GATE AT TRAIL ENTRANCE. w ' w ......._ w .........__ w ....,_ GRADING CROSS SECTIONS HORIZONTAL SCALE 1"=30' 3,384 SF BUFFER REDUCTION .1 \OR 4' CITY-REQUIRED TRAIL \ 1,402 SF BUFFER RESORATION FOR STORMWATER OUTFALL 3,007 SF BUFFER RESTORATION FOR TEMP. GRADING AND UTILITY IMPACTS WETLAND C CATEGORY3 1,149SF . . ' WETLAND A CAT.2 10,300 SF 1,615 SF BUFFER RESTORATION .. . .. .. .. .. .. . . . .. .. . .. .. .. .. .. . . .. . . .. . .. . . .. .. .. . .. .. . . . .. . .. .. . .. . .. .. . .. . .. .. . . . .. .. . .. . . . .. .. .. .. . .. . .. . .. .. . . .. .. . . . . .. .. .. . . . . .. .. .. . . . . .. .. .. .. . .. .. .. .. . . .. .. .. .. .. . . .. .. .. . .. . .. .. . .. . .. . .. . . .. . .. .. .. . .. . .. .. . .. . .. .. *' .. i \ j ' ~ > " -, . . , ·:,: WETLAND B . ' · · · CAT. 2 · ·· 30,736 SF !,· ' ' 4,573 SF BUFFER ADDITION 25,430 SF WETLAND CREATION + + + + + + + + + + + + + + " ~ --------i --------------------------------------------- 25,430 SF WETLAND CREATION 9,333 SF WETLAND FILL 4,573 SF BUFFER AVERAGING-ADDITION 331 SF BUFFER AVERAGING- SUBTRACTION 11,919 SF BUFFER RESTORATION FOR TEMPORARY IMPACTS • . \ 0 100 --=:=---:--=:=---:1 25 50 75 SCALE: 1" = 50' ~ ~ --.J ~ i=:: 0 i=:: ~ (/) ~ z s:: D ~ f-< :;;,: (/) ~ f-< > w ~ Ck'. ci; ~ ;;§ § (.') ~ c:::, ~ Q1 §l <') SC~ t=,-r~ -/is ~~ <ti ' ~~ ' i=:: ~~ ,__~ ~[Z SC ct: ~<] ~ as i Cl t.) ~ 8 ai Ct: ' ;2 <:::, ~ -Crj <SJ <] Clearing and Grading Noles: C • • • • B I D '-I ' ,/ ' ' ' ' ' '-' ---... Biologist to be on-site during wetland creation grading . Planting areas shall be cleared of Non-native invasive species such as Himalyan Blackberry, Scotch broom, and purple looses/rife. Grading Requirements .A person who clears, grades or otherwise disturbs a site shall provide erosion and sediment control that prevents, to the maximum extent practicable, the transport of sediment from the site to drainage facilities, water resources and adjacent properties. Erosion and sediment controls shall be applied as specified by the temporary erosion and sediment control measures and performance criteria and implementation requirements in the Surface Water Design Manual. Seasonal Limitations: From October 1st through April 30th, which is the seasonal limitation period, clearing and grading shall only be permitted if shown to the satisfaction of the Director that runoff leaving the construe/ion site will comply with the erosion and sediment control measures and performance criteria and implementation requirements in the Surface Water Design Manual through a combination of the following: a. Site conditions including vegetative coverage, slope, soil type and proximity to receiving waters; and b. Proposed limitations on activities and the extent of disturbed areas; and RECEIVED c. Proposed erosion and sedimentation control measures. Sewall Wetland Consulting, Inc. 27641 Covington Way SE #2, Covington, WA 98042 253-859-0515 Fax 253·8524732 AUG 1 5 2013 .... i{J/J' ,;--------, PLANNING DIVI: lat Job No. 11-121 Designed by: _ _,,E=S __ Drawn by: _.c.TS'---- Checked by: ___ _ Date; SHEET OF SEPT. 2012 W-1 W-3 / Cut & remove burlap from top 112 of ball (burlap to be ro/lable) / / ) Topsoil fertilizer LIMITS OF WETLAND CREATION LIMITS OF WETLAND BUFFER ,ENHANCEMENT 6" berm (typ.) ' / ·,!,- / 2 1/2" min. Mulch or sterile straw for spring planting, wood chips for fall planting. CONIFEROUS TREE PLANTING DETAIL NOTTO SCALE ,,, / + + ,_y ~/ ,, ,, ·{· . ,:, /' " -;, ·-·i-· Cut & remove burlap from lop 1/2 of ball (burlap to be rottable) ... -.-'•" {3·' ,,, 2 x root ball (min.) LIMITS OF WETLAND CREATION , 3 Sensitive Area Tract Signs --415 LF Split Rail Fencing / 12 2 112" min. Mulch or sterile straw for spring planting, wood chips for fall planting. Top soil & fertilizer Large Woody Debris Balled & burlapped or containierized plant as specified Cut & remove burlap from top 1/2 of ball (burlap to be roffable) 2"(TYP.) 0 10 20 LIMITS OF WETLAND CREATION LIMITS OF WETLAND BUFFER ENHANCEMENT \ \ Notes: • • • • Planting areas shall be cleared of Non-native invasive species such as Himalyan Blackberry, Scotch broom, and purple loosestrife and others as determined by City Clearing will be conducted by hand in from buffer and wetland creation areas where grading will not occur. Newly installed plants must be flagged with high visibility flagging. Flagging to be installed on branches (not main stem). All buffer areas disturbed during mitigation and trail construction will be seeded with the native buffer seed mix defined below, and revegetated as shown. TABLE 2-1: PLANT CALCULATIONS MITIGATION TYPE: WETLAND CREATION MITIGATION AREA: 16,613 SF -FORESTED WETLAND 8,817 SF -EMERGENT 25,430 SF -TOTAL TREE 84 16,613 SF 14' o.c. SHRUB 449 16,613 SF 6' o.c. EMERGENT 3,900 8,817 SF 18" o.c. MITIGATION TYPE: WETLAND BUFFER ENHANCEMENT/RESTORATION MITIGATION AREA: 11,919 SF -FORESTED UPLAND BUFFER ····< ,;¥,J.;u'ANTiiv} F,: '.• 'Ji¥ iiiiii 'll''iiWMt[l:F ·••• ,,. ,.,,, . -,,, ,,"!'.LIL. EQ::::1· Cl',.·<i,::.,.L .. li.~L • • •••••• . •••• •.· •.·.• .• ,·.,·,.0_·.·.,R·.o··, .. ·,;,,··· .. ·o··.·.··s··.·· .. ··o··.·.· .. ··'• . "· ,. 'A'"" "-· ... . '"J'N'G"'. ' . . T . x . • . • .. m ii +, ... ~5l\ ':JI: liij~P<t'o':,, :r:r:: TREE 79 11,919 SF 12.2' O.C. SHRUB 349 11,919 SF TEMP. EROSION & SEDIMENTATION CONTROL NOTES t. THE IMPLEMENTATION OF THESE TESC PLANS & THE CONSTRUCTION, MAINTENANCE, REPLACEMENT & UPGRADING OF T1-/ESE TESCFAC!LIT!ES rs THE RESPONSIBILITY OF TffE APPLICANT!TESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. 5.8' o.c. 2. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PlAN SHALL BE CLEARLY MARKED BY Sil T FENCE PRIOR TO CONSTRUCT/ON. DURING THE CONSTRUCT/ON PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL Bf: PERMITTED. THE CLEARING l!M/TS SHALL BE MAINTAINED BY THE APPLICANTffESC SUPERVISOR FOR THE DURATION OF CONSTHUCrJON AFTER GRASSES HA VE BECOME ESTABLISHED, SILT FENCING MAY BE REMOVED. J. THE TESC FACILITIES SHOWN ON Tf/lS PlAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH All CLEARING & GRADING SOAS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS & ADJACENT PROPERTIES IS MINIMIZED. 4. THE TESC FACILITIES SHOWN ON THIS PlANARE THE MINIMUM REQUIREMENTS FOR ANTIC/TAPED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, Tl-lESE TESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS & MODIFIED TO ACCOUNT FOR CHIINGJNG SITE CONDITIONS (E.G., RELOCATION OF DITCHES & Sil T FENCES, ETC. Fil TER FABRIC M4TERIAL PROVIDE 3/4'· 1.5' WASHED GRAVEL BACKFILL IN TRENCH & ON BOTH SITES OF FILTER FABRIC ON THE SURFACE B'MIN. NOTES: PROFILE VIEW 1 INSTALLATION SHAU FOLLOW THE MANUFACTUHEH.'S RECOMMENDATIONS. 2. POSTS SHAll BE INSTALLED SO THAT A MIN. OF 2' EXTENDS ABOVE THE GROUND WITH A MIN OF 2'-6" EMBEDMENT. 2' BY 2' BY 14 GA. WIRE FABRIC OR EQUIV. FILTER FABR{C M4TERV\l 50" WIDE ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2'MIN. FABRIC EXPOSURE 2"X4' WOOD POSTS. STD. OR BETTER OR EQUAL ALTERNATE 2'·6' STEEL POSTS 30 40 "'Ill---, ,·,---111 MAX BURY IN NATIVE GROUND SCALE· 1" = 20' SECTION VIEW FILTER FABRIC FENCE DETAIL 21/2" min. Mulch or sterile straw for spring plan Ung, wood chips for fall planting. Finish grade Top soil & fer///izer NOTTO SCALE CRITICAL AREA DO NOT DISTURB FOR MORE INFORMATION CONTACT YOUR CITY OR COUNTY WETLAND SIGN NOTES Glue sf/;· n Ip 112" CDX plywood and attach o a· 4"x4" cedar or pressure treate post with 5!16"x3"lag bolt. Set post minimum 3' below grade; 4"x4" cedar post lo be set 1n concrete. Wetland s/gn to ~I at approximately 5' height alJove tmish grade. The weUand!stream~i n shall be posted at the boundaIY bet een the Sensitive Area Buffer. setbac Area or Setback Tract and ihe Building Setback Area. One sign shall be posted wr lot for everv 150' or Se~sitive Area Buffer and shall /Je stationed ma prominent location ie. at the closest point to the proposed develonment. Signs may also be attached securely to fences. TREE PLANTING DETAIL SHRUB PLANTING DETAIL WETLAND SIGN DETAIL NOTTO SCALE NOTTO SCALE NOTTO SCALE QNTY TREES G 15 © 33 8 21 0 15 SHRUBS 0 100 ® 90 @ 94 E8 95 G) 10 WETLAND CREA T/ON PLANTING LIST PLANT NAME SIZE SPACING Pacific Willow 2gal. as shown Salix /asiandra Sitka Spruce 6' min. height containerized as shown Picea sitchensis orB&B Western Crabapple 2gal. as shown Ma/ux (pyrus) fusca Oregon Ash 2" min. calipe1 containerized as shown Fraxinus latifolia orB&B Red-osier Dogwood Camus stolonifera 2gal. as shown Sitka Willow 2 gal. as shown Salix sitchensis Black Twinberry Lonicera involucra 2gal. as shown Salmonberry 2ga/. as shown Rubus spectabi/is Clustered Rose 2gal. as shown Rosa pisocarpa BUFFER ENHANCEMENTIRESTORA TION PLANTING LIST QNTY PLANT NAME SIZE SPACING TREES 0 29 Big Leaf Maple 12" min. calipe containerized as shown Acer macrophyllum orB&B © 38 Douglas Fir 6' min. height containerized Pseudotsuga menziesii orB&B as shown (J) Cascara 2" min. calipe 12 containerized as shown Rhamus purshiana orB&B SHRUBS 0 19 Vine Maple 2ga/. as shown Acer circinatum @L -,69 Hazelnut .. ',,,, .... Cory/us cornuta ",,.;;>,., ·2gal. "" · asshown . © 88 Indian Plum Oemleria cerasiformis 2 gal. as shown @ 108 Common snowberry Symphoricarpos a/bus 2gal. as shown (±) 5 Salmon berry Rubus spectabilis 2gal. as shown EMERGENT PLUGS " " Iv V V V V. Iv V V vv Iv V V V V' Iv V V vv 1300 1300 1300 Spike Rush Plug 18" O.C per detail Slough Sedge Plug 18" 0. C per detail Small Fruited Bui/rush Plug 18" O.C per detail NOTES: INSTALL EMERGENT SPEICES IN GROUPS OF 10 TO 15 USING A TRIANGULAR PLANTING PATIERN. TOP OF ROOT MASS TO BE LEVEL WITH FINISH GRADE . Y>·" ~,: ··lf/ ,<</: ,> ., MAKE PLANTING HOLE LARGE ENOUGH TO ONLY NATIVE SOIL ~---ACCOMMODATE ROOTS. DO NOT OVEREXCAVATE. COMPACT SOIL AROUND ROOTS WITHOUT CRUSHING OR DAMAGING ROOTS. EMERGENT PLANTING DETAIL? NOTTO SCALE 1t:-CEt\/fD Sewall Wetland Consulting, Inc. 17641 Covington Way SE #1, Covington, WA 98041253-859-0515 Fax 253-852-4732 ~ ~ -_, ~ <cl j:: ~ ~ c::i ~ ~ j:: as ~ fa ~ V) 1ij 2 "" 8 z :,; D lt! "' 13 ~ ~~~ f-< :;;: -~ V) ~ ~ir§ '-.l f-< «5 ' > [:ti ~ -:;;: w :;,, a Cl: ci; ' j::: ' Cl'.'.'. ~~ "" ~ -~ i::: f2 ~ ~ill ~ g; "' Cl:: <,l ~<] ~<] Job No. 11-121 Designed by: ES Drawn by: TS Checked by: Date: SEPT. 2012 SHEET W-2 OF W-3 ' ·-------- 1.0 MITIGATION PROJECT OVERVIEW To compensate for the fill of a 9,333sf Category 2 &3 wetlands, it is proposed to create 25,430sf of wetland between Wetlands A and C. 2.0 MITIGATION CONCEPT AND GOALS 2.1 Mitigation Concept The mitigation proposal is to connect Wetlands A and C with an area of 25,430sf of wetland. The wetland creation areas will be densely planted with native vegetation. The use of diverse native plantings are expected to significantly improve the overall function of the wetland and buffer as it will remove dense thickets of exotic blackberry as well as add emergent and shrub plant communities into what is now, a single class forested wetland. 2.2 Mitigation Goals 2.2.1 Create 25,430sf of emergent, scrub shrub and forested wetland. 3.0 CONSTRUCTION SEQUENCE The construction sequence of this project will be implemented as follows: 3.1 Pre-construction meeting 3.2 Construction staking 3.3 Construction fencing and erosion control 3.4 Clearing and grading 3.5 Stabilization of mitigation area 3.6 Plant material installation 3.7 Construction inspection 3.8 Agency approval 3.9 Monitoring inspection and reporting 3.10 Silt fence removal 3.11 Project completion 3.1 Pre-construction Meeting A pre-construction meeting will be held on-site prior to commencement of construction, to include the biologist, the City, and the contractor. The approved plans and specifications will be reviewed to ensure that all parties involved understand the intent of the construction documents, specifications, site environmental constraints, sequences, and inspection requirements. 3.2 Construction Staking The limits of clearing and grading near the critical areas will be marked in the field by a licensed professional land surveyor prior to commencement of construction activities. 3.3 Construction Fencing & Erosion Control All erosion control measures adjacent to the critical areas, including silt fencing and orange construction fencing, will be installed. Erosion control fencing will remain around the mitigation area until clearing, grading and mulch placement are complete in upland areas outside the critical areas. 3.4 Clearing & Grading Clearing and grading in and near the existing sensitive area will be per the approved Final Mitigation Plans. 3.5 Stabilization of Mitigation Area All graded areas in the wetland or buffer will be stabilized with mulch upon completion of grading. Orange construction fencing and erosion control fences will be restored (if necessary) and placed around the critical areas. 3.6 Plant Material Installation All plant material will be planted by hand per detail and Construction and Planting Notes. The Mitigation Plan specifies the required size, species, quantity, and location of plant materials to be installed. The contractor will mulch areas disturbed during the planting process. Upon completion of the planting, the erosion control fencing will be restored and repaired. Plant substitutions or modifications to locations shall be approved in writing by the Owner's biologist prior to installation. 3.7 Construction Inspection Upon completion of installation, the City's biologist will conduct an inspection to confirm proper implementation of the Mitigation Plan. Any corrections, substitutions or missing items will be identified in a "punch list" for the landscape contractor. Items of particular importance will be soils in pits, pit size, plant species, plant size, mulch around pits, and tree staking. Upon completion of planting, if installation or materials vary significantly from the Mitigation Plan, the contractor will submit a reproducible "as-built" drawing to the Owner. 3.8 Agency Approval Following acceptance of the installation by the City, the City biologist should prepare a letter granting approval of the installation. 3.9 Monitoring The site will be monitored for 10 years to insure the success of the mitigation project. If additional years of monitoring are required by the Corps or WADOE, the plan will be revised to reflect this change. 3.10 Silt Fence Removal Erosion control fencing adjacent to the mitigation area will remain in place for at least one year, and/or until all areas adjacent to the mitigation area have been stabilized. The City's Biologist may recommend that the fencing remain in place for a longer duration. 4.0 CONSTRUCTION AND PLANTING NOTES 4.1 Site Preparation & Grading 4.1.1 The Landscape Contractor will approve existing conditions of subgrade prior to initiation of any mitigation installation work. The Landscape Contractor will inform the Owner of any discrepancies between the approved construction document and existing conditions. 4.1.2 The General Contractor will flag the limits of clearing with orange construction fencing and will observe these limits during construction. No natural features or vegetation will be disturbed beyond the designated "limits of clearing". 4.1.3 The Landscape Contractor will hand grub all non-native invasive plant species including the removal of root crowns. These species may include, but are not limited to MITIGATION OVERVIEW Himalayan blackberry, evergreen blackberry, English ivy, and English holly. Weed debris will be disposed of off site. 4.1.4 The wetland area will be excavated to the depths shown on the Final Mitigation Grading Plan and brought to final grade with 8" of topsoil. The biologist will be on-site to confirm the grading is acceptable for planting. 4.2 Plant Materials 4.2.1 All plant materials will be as specified in the plant schedule. Only vigorous plants free of defects, diseases and infestation are acceptable for installation. 4.2.2 All plant materials will conform to the standards and size requirements of ANSI 260.1 "American Standard for Nursery Stock". All plant materials will be native to the northwest, and preferably the Puget Sound Region. Plant materials will be propagated from native stock; no cultivars or horticultural varieties will be allowed. All plant materials will be grown from nursery stock unless otherwise approved. 4.2.3 No balled and burlapped, or bare root plantings will be used. Container stock only. 4.2.4 All plant materials stored on-site longer than two (2) weeks will be organized in rows and maintained by the contractor at no additional cost to the owner. Plant materials temporarily stored will be subject to inspection and approval prior to installation. 4.2.5 Substitution requests must be submitted in writing to the Owner and approved by the Owner's biologist in writing prior to delivery to site. 4.2.6 All plant materials will be dug, packed, transported and handled with care to ensure protection from injury. All plant materials to be stored on site more than 24 hours will be heeled into topsoil or sawdust. Precautionary measures shall be taken to ensure plant materials do not dry out before planting. Wetland plants will be shaded and saturated until time of installation. Immediately after installation the mitigation planting area will be saturated to avoid capillary stress. 4.2.7 The contractor will verify all plant materials, the quantities shown on the planting plan, and the plant schedule. The quantity of plant materials shown on the plan takes precedent over the quantity on the plant list. 4.3 Plant Installation 4.3.1 All plant materials must be inspected prior to installation to verify conformance of the materials with the plant schedule including size, quality and quantity. Any plant or habitat materials deemed unsatisfactory will be rejected. 4.3.2 All plant materials delivered and accepted should be planted immediately as depicted on the mitigation plan. Plant materials not planted within 24 hours will be heeled-in per note 3.2.6. Plant materials stored under temporary conditions will be the sole responsibility of the contractor. Plants will be protected at all times to prevent the root ball from drying out before, during, or after planting. 4.3.3 All planting pits will be circular with vertical sides, and will be sized per detail on the mitigation plan and filled with pit soils approved by the Owner's biologist. Planting pits shall not be deeper than the root ball. If native soils are determined to be unacceptable by the Owner's biologist, pit soils will be amended with Cedar Grove mulch or equivalent. 4.3.4 No fertilizers will be used within the wetland. In buffer areas only, install "Agriform", or equal plant fertilizer to all planting pits as specified by manufacturer. Fertilizers are allowed only below grade in the planting pits in the buffer areas. No sewage sludge fertilizer ('1SteerC0 11 or 11 Growco") is allowed in the mitigation area. 4.3.5 All containerized plant materials will be removed from their containers carefully to prevent damage to the plant and its roots. Plants removed from their containers will be planted immediately. 4.3.6 All plant materials will be placed as shown on the approved mitigation plan. If the final installation varies from the approved mitigation plan, the contractor will provide a reproducible mylar as-built of the installed conditions. All plant material will be flagged by the contractor. 4.4 Planting Schedule and Warranty 4.4.1 A fall-winter installation schedule (October 1st -March 15th) is preferred for lower mortality rates of new plantings. If plant installation occurs during the spring or summer (March 15th -Oct. 1st) a temporary irrigation system will be required, unless the area can be sufficiently hand-watered. 4.4.2 All disturbed areas will be protected with an arborists mulch to a minimum depth of six inches. 4.4.3 The installer will warrant all plant materials to remain healthy and alive for a period of one year after final acceptance. The installer will replace all dead or unhealthy plant materials per the approved plans and specifications. 4.5 Site Conditions 4.5.1 The installer will coordinate with the Owner and the Owner's biologist for construction scheduling. 4.5.2 Landscape installation will begin after the City acceptance of grading and construction. The Owner will notify the Owner's biologist of acceptance of final grading. 4.5.3 Silt fences will be installed as shown on the approved mitigation grading plans. The installer is responsible for repair and replacement of silt fences disturbed during plant installation. No equipment or soils will be stored inside the silt fences. 4.5.4 After clearing and grading is complete in the mitigation area, exposed soils will be seeded or mulched. Orange construction fence will be placed around the mitigation area to prohibit equipment and personnel in the mitigation area. 4.5.5 Final grading will be based upon soil conditions found during excavation of the mitigation area. 4.5.6 All plant material will be planted with suitable soils per planting details. Soils from planting holes will be spread and smoothed across the mitigation area. 5.0 MAINTENANCE PROGRAM This maintenance program outlines the program, procedures and goals for mitigation of the stream and buffer impacts at the mitigation site. This maintenance program will be the responsibility of the project owner through the duration of its ownership of the mitigation area, or throughout the duration of the monitoring period, whichever is longer. The maintenance contractor will complete the work as outlined below. 5.1 Maintenance Work Scope 5.1.1 To accomplish the mitigation goals, normal landscaping methods must be modified to include: a. No mowing or trimming of ground cover or vegetation in the mitigation area. b. No placement of fertilizers in the mitigation area. c. No placement of bark mulch or equivalent in the mitigation area, except as noted in the planting details. d. No placement of grass clippings, landscape debris, fill or ornamental plant materials in the mitigation area. 5.1.2 Work to be included in each site visit: a. Remove all litter including paper, plastic, bottles, construction debris, yard debris, etc. b. Remove all blackberry varieties and scotch broom within the mitigation area. All debris is to be removed from site and disposed in an approved landfill. c. Repair silt and/or permanent fencing and signage as needed. 5.1.3 Work to be completed on an annual basis includes: a. Areas containing Himalayan blackberry should be controlled by hand cutting the blackberry and removing the root crowns. As a last resort, treating the remaining cut stems only with a glyphosphate herbicide such as Roundup or Rodeo (applied by hand, not sprayed) by a licensed applicator can be utilized. b. Replace dead or failed plant materials. Replacement plantings are to be of same species, size and location as original plantings. Plantings are to be installed during the dormant period. c. Remove tree staking and guy wires from all trees after one year. 5.2 Maintenance Schedule The Owner will conduct all items listed in the Maintenance Work Scope on an annual basis. Additional work may be required per the Monitoring Report and as approved by the City Biologist. Additional work may include removal of the grasses around each shrub and tree, installation of wood chips at each shrub and tree base, reseeding the mitigation area, re-staking existing trees and erosion control protection. 5.3 Watering Requirements 5.3.1 Watering with a temporary irrigation system will be required during the first spring and summer after the installation. The temporary irrigation system may be removed after the first year providing the plantings are established and acclimated to on-site conditions. 5.4 Close-out of Ten-Year Monitoring Program Upon completion of the monitoring program and acceptance of the wetland mitigation by the City Biologist, the maintenance of the project will be reduced to include removal of litter and debris, repair of perimeter fencing and signage, removal of noxious weeds and undesirable vegetation1 and repair of vandalized areas. 6.0 WETLAND AND BUFFER MONITORING PROGRAM 6.1 Sampling Methodology The created wetlands and their associated buffers will be monitored once per year over a ten-year period, starting with the first year after the plants have been installed, and as required by the City. Monitoring will be conducted using the techniques and procedures described below to quantify the survival and relative health and growth of plant material. A monitoring report submitted following each monitoring visit will describe and quantify the status of the mitigation at that time. The monitoring schedule will be determined after the plant installation has been completed. The first monitoring visit occurs one year after the installation sign-off. Performance standards for the project are described in Table 3-1 (this sheet). 6.1.1 Hydrology Wetland hydrology will be monitored using seven piezometers. Piezometers shall be located and installed per Detail 1 (this sheet). Ground water saturation depths will be measured at these stations to determine if wetland hydrology has been successfully attained. As is noted in the Corps of Engineers Wetlands Delineation Manual (Environmental Laboratory, 1987), wetland hydrology is defined as inundation or soil saturation (usually within 12" of the surface) during the growing season. The growing season for this area is generally defined as the period between the middle of March and the middle of November. However, plant growth often occurs earlier in the year and sound professional judgment will be needed to determine when the growing season is taking place at the site. Hydrology will be monitored twice a month from March 1st through May 30th of each year. 6.1.2 Vegetation The vegetation monitoring consists of inspection of the planted material in late summer or early fall (August-September) to determine the health and vigor of the installation, as well as coverage estimates. All the planted material in the wetland and buffer will be inspected during each monitoring visit to determine the level of survival of the installation. All plants will be inspected and recorded as to whether they area alive or dead based upon the "as-built" in Years 1 & 2. In Years 3-10, coverage estimates will be used to determine success of the vegetation component. 14 rectangular monitoring plots will be established across the mitigation site to document plant community characteristics. The location and size of monitoring plots shall be per that shown in Detail 1 (this sheet). During years 1 & 2 ofthe monitoring, replacement plants as well as dead plants will be flagged with distinctive flagging to distinguish what plants these are. Photographs of the mitigation area will be taken from 6 photo points to be located during the installation sign off as well as at each permanent monitoring plot. Photographs will be taken at each of the monitoring and included with the monitoring report for each year from these points. 7 .0 Contingency Plan 7.1 A contingency plan can be implemented if necessary. Contingency plans can include regrading, additional plant installation, erosion control, modifications to hydrology, and plant substitutions including type, size, and location. 7.2Careful attention to maintenance is essential in ensuring that problems do not arise. Should any of the site fail to meet the success criteria, a contingency plan will be developed and implemented with the City approval. Such plans are prepared on a case-by-case basis to reflect the failed mitigation characteristics. 7.3Contingency/maintenance activities will include, but are not limited to: -Replacing all plants lost to vandalism, drought, or disease, as necessary. -Replacing any plant species with a 20 percent or greater mortality rate with the same species or similar species approved by the City Biologist. -Irrigating the mitigation area only as necessary during dry weather if plants appear to be too dry, with a minimal quantity of water. -Removing all trash or undesirable debris from the wetland and buffer areas as necessary. ( LEGEND ...._...;.. LIMITS OF WETLAND BUFFER RESTORATION ..•. ~fr NOTES: '\ '. ' \ ,,_ ~- LIMITS OF l-1---WETLAND BUFFER RESTORATION 1 M X 3M RECTANGULAR MONITORING PLOT FOR -SHRUBS/TREES & 0.25 RECTANGULAR MONITORING PLOT FOR HERBACEOUS (NON-WOODY) SPECIES. 1. MONITORING PLOT CORNERS SHALL BE PERMANENTLY MARKED. 2. GROUNDWATER PIEZOMETERS SHALL BE CONSTRUCTED PER "INSTALLING MONITORING WELLS/PIEZOMETERS IN WETLANDS" (WRAP BROCHURE NO. EDRC TN-WRAP-00-02, DATED JULY 2000. PZ6 -$ --GROUNDWATER MONITORING PIEZOMETER 3. PLOT AND PIEZOMETER LOCATIONS SHOWN ARE FOR ILLUSTRATIVE PURPOSES ONLY. FINAL LOCATIONS SHALL BE DETERMINED BY PLAN DESIGNER FOLLOWING CONSTRUCTION TO ENSURE THE RANGE OF EXPECTED PLANT COMMUNITY AND HYDROLOFGIC CONDITIONS ARE FULLY DOCUMENTED. MONITORING SITE PLAN ED SCALE -1:40 TABLE 3-1: PERFORMANCE STANDARDS ITEM YEARS TO BE MONITORED PERFORMANCE STANDARD WETLAND HYDROLOGY YEARS 1 AND 2 SOILS WITHIN CREATED WETLAND AREAS SHALL BE SATURATED TO THE SURFACE, HAVE SHALLOW (CREATED WETLAND AND GROUNDWATER PRESENT WITHIN 12 INCHES OF THE SOIL SURFACE, AND/OR HAVE SURFACE PONDING WETLAND A/WETLAND C) PRESENT FOR AT LEAST FOUR (4) CONSECUTIVE WEEKS DURING THE GROWING SEASON WHEN RAINFALL IS LESS THAN OR EQUAL TO THE MEAN FOR THE PERIOD OF AVAILABLE RECORD. WETLAND DELINEATION YEARS 5 AND 10 PERFORM DELINEATION OF WETLAND A, WETLAND C, AND WETLAND CREATION AREA TO DETERMINE IF WHETHER WETLAND A AND WETLAND CARE AFFECTED BY THE WETLAND CREATION. PERFORMANCE STANDARD IS SATISFIED IF THERE IS NO CHANGE TO WETLAND LIMITS. NATIVE VEGETATION YEARS 1, 2, 3, 4, 5, 7 AND 10 TREE AND SHRUB SPECIES (CREATED WETLAND/ • 100% SURVIVAL BY INSTALLED PLANT STOCK AFTER THE FIRST GROWING SEASON . • 80% SURVIVAL BY INSTALLED PLANT STOCK AFTER THE SECOND GROWING SEASON . ,;,·· ENHANCED WETLAND BUFFER) • 40% AVERAGE COVERAGE BY NATIVE WOODY PLANT SPECIES AFTER THE FIFTH GROWING SEASON. UP TO 20% OF THE NATIVE WOODY PLANT SPECIES COVERAGE MAY BE COMPRISED OF DESIRABLE NATIVE COLONIZING SPECIES. • 65% AVERAGE COVERAGE BY NATIVE WOODY PLANT SPECIES AFTER THE TENTH GROWING SEASON. UP TO 20% OF THE NATIVE WOODY PLANT SPECIES COVERAGE MAY BE COMPRISED Of DESIRABLE NATIVE COLONIZING SPECIES. • AFTER THE FIFTH GROWING SEASON, A MINIMUM OF FOUR DIFFERENT PLANT SPECIES WILL COMPRISE GREATER THAN 10% COVERAGE. EMERGENT SPECIES • 25% AVERAGE COVERAGE BY INSTALLED PLANT STOCK AFTER THE FIRST GROWING SEASON . • 80% AVERAGE COVERAGE BY INSTALLED PLANT STOCK AFTER THE THIRD GROWING SEASON . • 90% AVERAGE COVERAGE BY NATIVE EMERGENT PLANT SPECIES AFTER THE TENTH GROWING SEASON . • AFTER THE FIFTH GROWING SEASON, A MINIMUM OF THREE DIFFERENT PLANT SPECIES WILL COMPRISE GREATER THAN 10% COVERAGE. NATIVE VEGETATION YEARS 1, 2, 3, 4, and 5 • 100% SURVIVAL BY INSTALLED PLANT STOCK AFTER THE FIRST GROWING SEASON. (RESTORED WETLAND BUFFER) • 80% SURVIVAL BY INSTALLED PLANT STOCK AFTER THE THIRD GROWING SEASON. NOXIOUS WEED SPECIES YEARS 1, 2, 3, 4, 5, 7, AND 10 LESS THAN 10% COVERAGE BY ALL CLASS "A", "B", AND "C" NOXIOUS WEEDS (INCLUDING NON-REGULATED "B" AND "C" NOXIOUS WEEDS) IDENTIFIED ON THE LATEST KING COUNTY NOXIOUS WEED LIST. NOXIOUS WEED CONTROL PERFORMANCE STANDARDS ARE LIMITED TO PLANTED AREAS ONLY. Sewall Wetland Consulting, Inc. 27641 Covington Way SE #2, Covington, WA 98042 253·859-0515 Fax 253-8524732 ~ ~ --.J ~ (!) i:: ~ c§ r:::, ~ ~ i:: (D ~ fiJ i (/) ~ z S: §l,,., 8 D ii=! -a; B ~ ~~~ >--< ~ -1'5 ~ (/) ~ ~Li's >--< <'il ' (.:, > e'i w I:'::! ~a a.; Cl". <il • i:: ' ~~ "' I:'::! - ~ i::: f:? ?il ~~ ~ § -a; Ct:: «; <S8 <] ~<] 11-121 Designed by: _ _,E,_,S'---- Drawn by: _ _,T,.,,S __ Checked by: ___ _ Date: SHEET OF SEPT 2012 W-3 W-3 r ' j ,, --------------------------------------------------------- D LJID o~ ·o D~D D D o0Dt:J E ZONING CODE INFORMATION CONSTRUCTION INFOFitlATION, ALL AFARmENT ElUIDING,S Ar.E R-2 OCCUPANCIES. Tl-IE r.ECl'sEATION ElUILDING IS A El OCCUPANCY. ALL 6UILDINGS UJILL ElE TYFE V-El CONSTRUCTION. I ALL ElUILDINGS UJILL I-IAVE NFFA 13 Flr.E SPRINKLER SYSTEMS INSTALLED. R-14 DEVELOPMENT STANDARDS: MAXIMUM ALLOUJEP ElUILPING. I-IEIGI-IT: 3/ZI' ElUILPING 5ETElACKS FROM FROFERTY LINES: -I I I I I I FRONT YARD: B' TO ElUILPING: S' TO FORC!-1 OR 1' TO STOOF, IB' TO GARAGE SIPE YARD: 4' MINIMUM \ I I r.EAR YARD: 12' MINIMUM± EXCEPT ll,\,lEN AElUTTING COMMON OFEN SFACE, TI-IEN 4' IMFERVIOU5 5URFACE Ar.EA 85% MAX. TREE r.ETENTION, IIZI% OF SIGNIFICANT Tr.EE5-5EE Tr.EE r.ETTENTION FLANS OFEN 5FACE rsEQUIREP, OFEN SPACE REQUIRED !5ECTION 4-2-IIS), COMMON OFEN 5FACE, 3SIZI 5F FER UNIT PRIVATE OPEN 5FACE, 25/ZI 5F FER UNIT COMMON OFEN 5FACE REQUIRED (5ECTION 4-2-115!, 3SIZI 5F x 162 UNIT5 , S6,11Z11Z1 5F MIN. PRIVATE OPEN 5FACE REQUIRED (5ECTION 4-2-115!, 2!:>IZI 5F x 162 UNIT5 , 4/Zl,6/ZIIZI SF MIN. NOTE, FOR DEVELOFMENT5 TI-IAT DO NOT PROVIDE PRIVATE YARDS, AN ADDITIONAL SIZI 5Q. FT. OF OPEN 5FACE FER UNIT 51-iALL ElE PROVIDED. TI-IIS OPEN 5FACE 15 IN ADDITION TO Tl-IE REQUIRED AMOUNT OF COMMON OPEN SPACE. TOTAL MINIMUM OPEN SPACE REQUIRED !SECTION 4-2-115!: COMMON OFEN SFACE, S6,11Z11Z1 SF + 4/Zl,600 5F , ':l1,3i:ll/ZI 5F TOTAL OFEN SPACE PROVIDED: 113,198 SQ. FT. SEE SI-IEET OS2 FOR CALCULATIONS I \ I \ I \ I y---\ ----- I I I I I I I I I I I I ------------~---=--------_ _, ___ _ SITE INFORMATION SITE INFOFitlATION, TI-IERE 15 NO EXl5TING PEVELOFMENT ON 51TE. 51TE 15 VACANT. GROS5 51TE AREA, 46':l,321.':l3 SQ. FT. ROAPUJAY PEPICATION5, 24,S2S.SI 5Q .FT. NET SITE Ar.EA 444,002.42 SQ. FT. EXl5TING UJETLANPS, Sl,BIS SQ. Fl llb% OF NET 51TE SEE UJETLANP MITIGTION FLANS FOR UJETLAND Ar.EA INFOFitlATION 5EE LANP5CAFE FLAN$ FOR OFEN SPACE AREA CALCULATIONS SITE COVE.AGES !NET 51TE!, ElUILDING. COVERAGE: PAVING COVERAGE: SIDEUJALK COVERAGE, TOTAL IMPERVIOUS SURFACE COVERAGE: 12,ell3 SQ. FT. 16,ell2 SQ .FT. IIZl.24B SQ .FT. 156,213 SQ .FT. 2BE>,S2':l SQ .Fl 162% 11.1% IZl2.3% 3S.S% 64.5% LANDSCAPE SPACE !FERVIOUS SURFACE!, \)6 REGISTERED ARCHITECT E.Dennis Riebe ARCHITECT FIELDBROOK COMMONS, U.C 9675 SE 36th ST. SUITE 105 MERCER ISLAND, WASHINGTON 98040 I I I FINAL PUD DRAWING INDEX I / I / I ~~~~-~-~-----------.·.----·.·.·-·.·.·_-_-_._-_ RIO I.I RIO 2.1 FUD 22 RI023 RIO 2.4 RIO 2.& RIO 3J RI032 RI033 RIO 3.4 RIO 3.& RI03.6 FUD 3.1 RIO 3.6 FUD 4.1 FUD 42 FUD 43 FUD 4.4 FUD 4!i FUD 4.6 FUD 4.1 FUD 4.6 FUD 4.~ FUD 4.le> FUD4.II FUD 4.12 FUD 4.13 COVEl<6!,IEET 5111: FLAN-11E5T 5111: FLAN·MID 5111: PLAN-EA6T 5111: FLAN-WJTH / I '1 I 'V I I I I I+ '1 'V I I 'V "' 'V I 'V I 'V I 'V \ +; ••••••••• --'V 'V •••••••• -• - 'V 'V 'V 'V 'V 'V 'V 'V 'V 'V 'V 'V 'V 'V 'V 'V • • • • • • • • • V ... V • V • • V • • V ... V V • • • • • • V V V V • • • • • W • V V .. ... ... .. . . .. . . . . . . . . . . . . . . . .. . . . ... . . . . . .. . . . . . ... . . . . . . . . . . . • V • V • V • • • • + • • • + V v v • • • • • • • .. . . .. . . . . . . .. . . . . . . . . . . . . . . . . ... . . . . . . . . . . ... . . . . . . . . . . .. . . . . . . . . . . . .. . . . . . .. . . . . . . .. . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . .. . . . . . . . . . . .. . .. . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . " . .. . . . . . . . .. ... . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . ... ... ························· ............................. T V ... • • • ... • • • T V y V T T T + T • • T ... T 0 . . . . . . . . . . . . ... . . . . . .. . . . ... . . . ... . . . . . . ... . . . . ... . . . . . . . . ... . . . . . . . . . . . . . ... . . . . . . . . . ... . . . . . . . . . . . . . . . ... . . . .. . . . . . ... . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . ... • V • • • • • • .. • • • .. • .. V • V • .. • • • • • .. . .. . . . . . . . . . .. .. . . .. . . . .. . . . . • V .. Y • V • • • • .. • • • .. V • • • • • • V • .. • V ... V V • ... • • • • • • • • V • • • • • • • • • . . . . . . . . . . . . .. . . . . . . . . . . . .. . . . .. . . . . . . . . . ... . . . . . . . . ... . . --• -----• -••• -•••••• -----••• ---••• ----••• ----• • 'V ------.----·.-.·.-.·--.--~~~~~~~ . . . ... . . . . . . . . . . . . ... ... . . . . . . . . . . . . ... . . . . . . . . . -••••• -•••• -• --•• -• ---•••• --• • 'V SITE FLAN FULL SITE SEE $1-lEETo A2.I -2 .4 FOR DETAILED INFORMATION NORTH w M DENOTE$ 3 $TORY PARKING ANALYSIS PARKING rsEQUll'sEMENTS !MIN AND MAX!, 1£) STALLS FER I ElEPROOM UNIT 1.4 STALLS FER 2 ElEDROOM UNIT lb 5TALLS FER 3 ElEPROOM UNIT TOTAL REQUIRED FER CODE SCALE: 1" =50' ~· 2~· ""' 12>0' I Ji. 12'' 56 UNITS x 1£) FER UNIT , S6 STALLS Bil UNITS x 1.4 FER UNIT , 123 ST ALLS 16 UNITS x lb FER UNIT , 2':l ST ALLS 2/Zl!l STALLS NOTE, TI-IROUG!-1 Tl-IE FUD PROCESS, MODIFICATIONS TO CODE REQUIREMENTS MAY ElE GRANTED. TI-IIS PROJECT UJAS GRANTED A MODIFICATION TO Tl-IE PARKING REQUll'sEMENTS TO PROVIDE NOT LESS TI-IAN 2/ZIIZI ST ALLS. EllCYCLE PARKING: .S SPACES FER UNIT 162 UNITS x .S FER UNIT , Bl STALLS PARKING PROVIDED: GARAGES, 42 ADA ACCESSIBLE GARAGES, S PRIVEUJA YS, 41 OPEN 5TALLS: STANDARD !':l'x2/ZI', ':l'x23' " PARALLEL! B2 COMPACT /B'-6"xl6') 22 I-IANDICAF !B'x2IZI' UJ/ S' AISLE! 4 TOTAL OPEN ST ALLS IIZIB TOTAL PARKING PROVIDED, 21Z12 STALLS EllCYCLE PARKING PROVIDED, GARAGE5, 41 INSIDE ElUILDING, 36 TOTAL, B3 'V 'V 'V 'V 'V 'V 'V 'V 'V 'V 'V ••• -•• -• -••• ----• ----• ----••• -• -- 'V 'V 'V 'V 'V 'V \ 'V I 'V \+ 'V ., I I ' I I+ ' \ \ ' ' ' . .. . . . . ... .. . .. . . . . . . .. . . . . . . . . .. .. . . . ..................... . . . . . . . . . . ... .. . . . . .. . .. . ... . . . .. . .. .. . . . .. .. . . . . . . . . .. .. . .. . . ... . . . .. . . . . . .. ... . . . .. .. . . . . ... . . . . ... . .. . . . . . . . . . . . . . . . . . . . . . . .. . . ... . . . . . . . " . . . . . . ... . .. . . . . .. . .. . . . . . . .. ... . .. . . . . . . 'V 'V 'V .. .. . . . . . . . . ... .. . .. . .. .. . . . . . . . . ... . . . .. . . . . . .. . . ... .. . . . " 'V " . . . . . . . . ... .. . . . ... . . . . . . .. . 'V 'V . . . . . . .. . .. . . . . . . .. . . 'V 'V 'V 'V 11sA5H l:NCLo5Ul<E I MAIL KIOSK l:IUILDING A FLOOR PLANS l:IUILDING e FLOOR FLANS l:IUILDING5 C ID FLOOR FLANS l:IUILDING E FLOOR PLANS l:IUILDING5 C. I H FLOOR FLANS l:IUILDING J FLOOR FLAN5 l:IUILDING5 I<, L, M, N FLOOR FLAN5 i<ECl<EATION l:IUILDING FLOOR FLAN l:IUILDING A EXTERIOR ELEVATIONS l:IUILDING e EXTE!<IOR ELEVATIONS l:IUILDING C EXTERIOR ELEVATION& l:IUILDING D EXTERIOR ELEVATIONS l:IUILDNc. E EXTERIOR ELEVATIONS l:IUILDING C. EXTE!<IOR ELEVATIONS l:IUILDING H EXTE!<IOR aEvATIONS Ell.llLDING J EXTERIOR ELEVATION& Ell.llLDING K EXTE!<IOR ELEVATIONS Ell.llLDING L EXT!:i<IOR ELEVATIONS Ell.llLDING M EXTE!<IOR ELEVATION6 l:IUILDING N EXT!:i<IOR ELEVATIONS f<!;Cf<EATION Ell.llLDNc. EXTE!<IOR ELEVATIONS OFEN epq ~ -PB 6:Jmlt; C0181Jl.TING ENc.llEEFi& INC. I Cf 2 OPEN 6FACE CAI.CULATIONS 2 Cf 2 OPEN 6FACE CAI.CULATION5 l.ANP"GAEE ~ -BRACLEY DESIGN CilllCIIP L-~ OVEAALL 5111: FLAN L-1 LANDSCAPE FLAN -11E5T L-2 LAND5CAFE FLAN -MID L·3 LANDSCAPE FLAN -EA6T /IIETLAND! L-4 LANDSCAPE FLAN -ESOUTH I NOTES L-5 LANDSCAPE SCHEDUI.E I DETAIL& L·h SITE DETAILS '"f"IMTION ~ -BBAPLEI DE&IGN G8QIJP li<-1 lf<l<IC.ATION FLAN -11E5T 11<-2 lf<l<Jc.ATION FLAN -MID li<-3 lf<lslC.ATION FLAN • EAST (IIETLAND) 1!<-4 ll<F!IC.ATION FLAN -50UTH I Di<IF li<F!lc.ATION DETAILS 1!<-5 lf<lsKlATION 5CHEDULE5, NOTES I DETAILS T!!EE ljE1El(TklN PMINii6 -BRADLEY PE!IGN GRJ:IIJf' Ti<-1 TisEE INVENTOR'r FLAN· II/EST Ti<-2 Tl<EE NVENTOl<T FLAN • MID Tl<-3 Tl<EE INVENTOR'r FLAN • EAST (IIETLAND! Ti<-4 Tl<EE NVENTORT FLAN • SOUTH I CALCULATIONS WLANP HITICirATIGN P8AUHi6 ~ Elf! I llETl,ANP ClM!UL,TING, NC W-1 FNAL MITIClATION AND c.i.ADING PLAN W-2 FINAL MITlc.ATION PLANTW FLAN UNIT AND BUILDING INFO I ElEPROOM 2 ElEPROOM 3 ElPFitl I ElAT!-1 2 ElAT!-1 2 ElA ElLDG. ' UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT IA IEl IC ID 2A 2El 2C 2D 2E 2F 3A A 2 2 2 I 2 El 2 2 4 4 2 C I 3 4 2 3 p I 3 4 2 3 E 2 2 4 4 2 G I 3 4 2 3 1-1 I 3 4 2 3 J 4 6 4 3 K 3 3 3 2 3 L 3 3 3 2 3 M 3 3 3 2 3 N 3 3 3 2 3 TOTAL IB IB B 12 26 IB 11 8 16 3 18 TOTAL UNITS ':l 14 13 13 14 13 13 11 14 14 14 14 162 ~UILDING INFORMATION I Isl FLR lel FLR TOTAL 2nd FLR 3rd FLR TOTAL ElLPG ~LPG.• UNITS GARAGE5 FOOTPRINT Ar.EA Ar.EA AREA I-IEIG!T j A 4,300 SQ FT 112 SQ FT S,IS2 6Q FT !:i ,IZl'.l':l SQ FT IIZl,2!:il SQ FT 21'-S SIB" l El 5,462 SQ FT 1,54/ZI 6Q FT 1,e11Z12 SQ FT 1,11/ZI SQ FT l,':l66 SQ FT 16,el':lS SQ FT 3/Zl'-B 1/4'"' ( C 4,':lll 5Q FT l,e144 SQ FT S,':lSS SQ FT 6,211> SQ FT 1,Bl':l SQ FT 14,IZl:,IZI SQ FT 32'-3 3/B" ~-, p 4,':lll SQ FT l,e144 SQ FT 5,':l55 SQ FT 6.216 SQ FT l,Bl':l SQ FT 14,IZl:,IZI SQ FT 2B'-4 1/2" j E S,462 5Q FT 1,54/ZI SQ FT 1,eli:ll2 SQ FT 1,11/ZI SQ FT l,':lBI:> SQ FT 16,el':lS SQ FT 28 1~8 3/8 1111 I I G 4,':lll SQ FT l,1Z144 SQ FT !:i,':l!:i!:i SQ FT 6,216 SQ FT l,Bl':l SQ FT 14 ,el!:ilZI SQ FT 23'-111/B" I 1-1 4,':lll SQ FT l,e144 SQ FT 5,':l55 SQ FT 6,216 SQ FT 1,Bl':l SQ FT 14,elSIZI SQ FT 21' -IZI 3/B"" I J 4,':lll SQ FT 1,e144 SQ FT !:i,':l!:i!:i 5Q FT 6,216 SQ FT 6,216 SQ FT IB,Si:ll1 SQ FT 31'-B 3/B" [K 4,300 SQ FT 112 SQ FT 5,152 SQ FT 5 ,el':l6 .S SQ FT 5 ,el':l65 SQ FT IS,345 SQ FT 33'-1 3/B" I L 4,300 SQ FT 112 SQ FT 5,152 SQ FT S ,el% .S SQ FT &,IZl'.l6.S SQ FT 15,345 5Q FT 36'-':l l/4" I M 4,300 SQ FT 112 SQ FT !:i,152 SQ FT !:i ,el':l6 .S SQ FT 5,el':l6.S SQ FT 15,345 SQ FT 34'-IIZI" ' I N 4,300 SQFT 112 SQ FT 5,152 SQ FT 5 ,el':l6.S SQ FT 5 ,el':l65 SQ FT 15,34!:> SQ FT 34'-11 1/4" --, r.E~r.EATION 2,414 SQ FT 2,414 SQ FT 2,4i:l!IZI SQ FT 1':l'-3 1/B" TOf ALS 5':l,853 SQ FT 12,16/ZI SQ FT 12,ell3 SQ FT 11,e18S SQ FT 31,':ll/ZI SQ FT IW,':l34 SQ FT NOTE: INCLUDED IN Tl-IE AREA CALCULATIONS ARE Tl-IE INTERNAL COMMON STAIR AND I-IALL SYSTF~CEIVED I CONSTRUCTION INFOFitlATION: -~ ; ALL AFARmcNT ElUIDINGS Ar.E R-2 OCCUPANCIES. I Tl-IE RECREATION ElUILDING IS A El OCCUPANCY. AUG 15 2013 ALL ElUILDINGS UJILL ElE TYFE V-El CONSTRUCTION. ALL RESIDENTIAL ElUILDINGS UJILL I-IAVE NFFA 13 FIRE SPRINKLER SYSTEM5 INSTALLED. CITY OF RENTON ' UiVl::ilUI\J < II .--------·t 0 RIEBE & ASSOCIATES,INC. ARCHITECTURE • PLANNING 1123 MAPLE AVENUE SW -SUITE 270 RENTON, WASHINGTON 98057 PH: ( 425)226-5344 FAX: ( 425)226-5344 EMAIL: EDRIEBE@MSN.COM FIELDBROOK : COMMONS \ RENTON, WASHINGTON ISSUED 6/20/1.3 COVERGI-IEET DATE ND, REVISION FUD lJ +' u ~ L , 0) ~ ~ w "' <( z "l .. _______ .. r;: ,,c ISi \)) ISi g u ~ 0 -I rn (J> \JJ ~ ~ "-.) • - "' ISi E<P m=. <Pm -f -u -Ur () ]> JlJ z -f ~ ~ .,,Q ::v s; ".< :,,-rn z c= 0 .e; O eo z ..... ,_. ,..,.., (i) ' " 0~ Q'\ - -ffl "' < ~ z C) ~-',! w m ~ 0 r, :z '-/ ~o ;,.~ -~~ ~ ::r:: -u C D ISSUED DATE FILENAME .dwg .,,.,.,.Directory= D•\? CJ) Im -_J "" 6 CJ) I ffl m -+ c· le>erµ AVENUE SE E ij ~ ; ~ r-- l!.' ~ ll1 z i!< ~ I ~,-~, "W L -r , r , Nf>I"<! in f-- I-- ~ 1 ~ fi!ir ;1(_, ~ "-U ~ I:!! I I t~ ______../ ___r "' "! ' ~ I I I l1Z1 1-011 ld--I:!! ~ill m ...... ;;u J J l I ~ _jf I '1 ·- LJ I i j j ' ALLEY II I~ -- ~ r-, en ii 0 ~ ' ... r r .. ~ ~~ )> -o it ~ ~ l ~ ~ .. H 0 2'21'-12')11 ,~ t.'i~ ~ i! ~ ~I---- LJ"'-c <._! = = -= = --= = ~ ,-, I " " -,::-"'T~.a...::-t~-""".i;.,e:-~r-'--::...,...J,:;r,cL....::.., -~ ... ' ~::: OJ it~ , 1 l I--,- t I I ~ ~ 11·.J~/ f ..... r-t- LJ f--,--ui i I 24'-"'II '-- ,---- C- D D D D 010 DD D OF I l I I I o ~I I ' '- "' ~ I I I I " 0 0 C- I ii' ~ ~0, ~~~ 1 ~ ~~ rJ. @·~ ;ii -~ ill . \lf ';' .. "' !,' ~ () ~~ ii' ~ ' 1-- 1---... 1--- f-- '--- lll [J] 'I l'" !ill "' ( lb'-011 .... 1 1 ,_ I ,__ ), t-- I-! ~ .... e , 21Z''-1 11 } I ----,..._____, ~il1i~ ~ ~,2 ~ ~ - ~ ~ ~ i 0 ;;u m "' 'i; ;ii r -'7< ,, ,l ~ ill ~ .. J!Y!t -d-Cl .. !£mo ~~~ t)I i1! ~iii ~- c--'-1 \ -.i, l I r. ~·· ) \:?~ -A ~ "' -l ( ,, ~ ! § ~ (ii i!, ~-~ ~§CJ E iii '---'- I ~~ I r , r I ] I ;l ( 01(~ ~ ~ ~ '------------------ 0" ~l r o ,,--'1 I f " " "-._J I /ui ,· ~ -~ 0 ~ 0 I ~ I~ 0 ~ -~ \ ... ' ~; m _, 0 "'~ I ~ ~k~ r\ " 1111111111®1111 II 11. ,I l 24'-IZl 11 ~ DDDJD 1--,) I I i I ~I I 1DDD \\ i \\ \\l \\ \\ \\ \\ n____L__~---==- 1 i~ ~~ r ~ ;~ -I [j; 1.r 1 ~ [li~ ~ I!;: l>m!'; ,-z£ :,-----! "' ICJI :o ' ffi ~ I ~f I- '-- I "' 'i I I I I I I I I I tl! l! ff ~is "' "' ~ ~ ~ kl 1---------V V ~ ~ V -~ !p I tt2121'CS"-~,,-l--_J i --73,'1 -:iJ.CJ 4c" "'''" -E , -~ I I I 'l l.1 I ' lilj • ' ----~ i ,~ 15, -;·· /\ g OS t I ---• -•Ll -I ,., . ,.,._.,,, j . ' ~ --- =" ~"' ~ ij " r1 I ~ I! 0 1-J b/20/13 ND, I REVISIDN FINAL RID SITE FLAN UE!T FIELDBROOK COMMONS RENTON, WASHINGTON RIEBE & ASSOCIATES,INC. ARCHITECTURE • PLANNING 1123 MAPLE AVENUE SW -SUITE 270 RENTON, WASHINGTON 98057 PH: ( 425)226-5344 FAX: ( 425)226-5344 EMAIL: EDRIEBE@MSN.COM FIELDBROOK COMMONS. ILC 9675 SE 36th ST. SUITE 105 MERCER ISLAND, WASHINGTON 98040 \)6 REGISTERED ARCHITECT E. DENNIS RIEBE STA1E OF WASHINGTON - E.Dennls Riebe I ARCHITECT ~ ~ =r ]>. -f {) I r z m l}J D m z a rrl (l) \JJ (l) 6 ~ ~ I I - =r (P --f Um --u --u Or ~~ ~ -11 ..., ~ I I -..., ~ -1 I ~ 0 ..,.., ""Cl,._ ,,..v 5: :.! :i> rn Z C 0 ;e: 0 = z..,., .-. m (j) ;.io ~ -~ ~,: "' < -z = SQ '-i w rn ~ o. .--, z "-"' ~I• "'z _.-, EO ~~ -~ 1-"".3 ~ ~ ISSUED "-' --u DATE . C: "" a FILENAME .dwg ........ Directory= D1\? I -1- =r <PIIJ>. m -+ ml1 0 J>.IF "-'1-\Jl z lim I' 11 II i ll~ i !ii f~i nfm~ ~,: \ \\ \l I I I I I -. I I I I I I II I I 'J , 21,'-IIJ" ~- -r~ I I I 14'-12)11 \ ·:Z,: IJJ ~"~ al ~ t if! ;]! ill ~~ ~ ~ ---------- :j~9?:f:.: -d-0"' ~m _,,gJ) ~'i<~ !@ {) l> !!' !:l @s "' ct -; ,, "' ~~6-. ~i!~ ~ !:sill ~@ ::, "' ~§"'; "'~.(._ = ----\:':':I = = -------= --------------,-' G,\ .., -i ill~ m, !;2'; 1,-~ ~ = --- 212''-12)11 ~ii t;;~ ~; ~ r,~ ii ij ~ ,C:!h~ m~ i;; Ii; ~~ , l {) - "(2)-;Gt 11w·,Vt \ 110;;0t 11'.-·,lt \ =t I 1u u \l \l \\1\l u \l \l rn ~ \>i" (,, ~§ al~ G\ t ill ~ lll .-=; ~ -\ RI 11-q-,.;I '"" '-'-' r Z:: '( "' z::l '§ = = \ ~~ ,. :J! ,,~ -;~ ,~§ ~ @ ':-' -"' "' (p '2 -; iii~ ~ § ~l----§- .------1--~ = ~ § ,. = r = \ ==----t r ~~ ~ 'W~ ~ ~ " ~ \ \ ,.l ~ !i !!l iii ~ ) I / ..---------.....__ r ~ i i "' IJ :c {) ii --<1;] -< m -oo ~ {) {) ,' \ "~""\\ ~>;t~ ''II~ Ir n \\ \ \ \ \_//// / < f "-"," ,,, /YI f f f "' "t i .., "' t E ! .,.,, ~ ¢'?-~~ \ ,,.,.. I • ~ ~ ..... / T7 -+ -+'"" I I ~ ; L L L m L ,:Im -.-=-----r-----~----r·-------"------r-----'!~ 3NllH:Jlv'W : ~~!I ~I § \ ~2 L _ fi;i! 1,-50·-~ / f 01> ". "' ~-AND • , ~ ~8 § o / • • 1' f>o < , • f f ~ ~ ~ A ~ / f f , '. • .\ f • • f f '------~ ---~-----f < • f ••• '\ f ~ 1'SJn 0 • • • Q-; C <: ~ 1 O f <: <: f f (-i ~ <: <: <: (- • • • / L / / < ~ (-/ ,,,,........._L <: * <: <: ~ ~ ~ ~ ~ r ~ <: <: <: <: . <: ~~ <: f f f ~~ f <: <: <: <: <: <: f (-<: <: ill~ < <: <: * <: <: < • • • f / ,o;c! < f f f f f . . < • • ·\ < ffffff ~ ~ fffff <-< (-f (-< (-f (-Jw f -; • • ' • • • • • • • • • • • L L / / f f f f • • • • • j' • • • f f f f f f f f ~-"'-~ ~ f f f f ffff+ff( ((-ff f f f f f f f f f f f f f f f f f f f f f f f f f f f f f f f f f f f f f f f f f f f f f f f f f f f (-f f f f f f f (-f f f-f f f fl~ f f <-f f f f <-f f f f (-f f f <-f < f f f f f f f f f f f f f ~ f f f f f f f f f f f f f f f f (-f < (-f f f f f f f f f f f (d?. . ,;, ~/20/l.3 FINAL RID RIEBE & ASSOCIATES,INC. 11 \)6 \ REGISTERED FIELDBROOK FIELDBROOK ARCHITECT SITE PLAN COMMONS ARCHITECTURE • PLANNING COMMONS U.C ND. REVISION MID 1123 MAPLE AVENUE SW -SUITE 270 ' II c. ~"'s,m STATE OF WASHINGTON RENTON, WASHINGTON RENTON, WASHINGTON 98057 9675 SE 36th ST. SUITE 105 PH: ( 425)226-5344 FAX: ( 425)226-5344 MERCER ISLAND, WASHINGTON 98040 E.Dennis Riebe EMAIL: EDRIEBE®MSN.COM ARCHITECT 1'.l31IHJ~I;' aqa1~ s1uuaa·3 NOl~NIHSVM .:10 31V1S 3831~ S1NN30 'J \~ D311H:J<IV 03lJ31Sl:J3<1 I 9U:£ 0t086 N015NIHS\IM 'ON\llSI ~]~~]~ s0 i 31InS ·1s 4l9£ ]S SL96 31'1 'SNOFffl:O::> XOOHS:O'I:lli -> -) _, -) -> -> _, • • -) ) ) + -) '> -> -> -> -> -> -> -> -> -) -> -> _, + _, -) -) -) -> _, -) -> _, '> -> -> -> • > '> -> -) -> -> -> • -) 7 • ' ) • • -) -> 7 -) ,,,,;z, -> _, ) -) -> -> -> -) -) ) • 7 V10'.J'NS~383HJ03 :11\11'13 tt£S-9Z:Z:(SZ:t) :xv .:l tt£S-9Z:Z:(SZ:t) :Hd Lg086 NOl~NIHSVM 'N01N3~ 0LZ: 31InS -MS 3nN3/\\I 3ld\lV1 £Z:lL ~NINN\;;,'1d • 3~nJ_::J:::3J_IH::J~\;;,' .JNI'S:3:lVIJOSSV ~ :3:8:3:IH i> -) • -> -> -) ) -> -> -> -) _, • -) -) -) • -) • • -> • -> -) -) -) -) _, -> • -> -> -> • -) -> 7 -> -) -) -) -) -) ) " -> 7 ) -) -> -> ) -> -> -> -> -> -) 7 -) + -> -> -) • -> • -) > _, • • -> _, N015NIHS\IM 'N01N3~ SNOJfflO::> XOOHS:O'I:lli!I 3.12'1',VV.I~ -) '> > -, -> 7 -, > -> • -> _, _, ) ) • -) -> + -> _, • -> • 7 _, _, -) _, • -> -> _, _, > -) _, !9'9'3 NV1d 3!19 al1d 1\fNJ::1 -> -) 7 > -> -> + • > > -> -> -> 7 NaISIA3ll I 'DN 'r:ll@V'3 -> -) -) -> -) -, -) -) -) -> -) -> > -> -> 7 -> -) -> 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 -> ) ) 7 -> ) ) ) > -> -> -) -) -> -> > ) > > -> -) -> -> -) 7 -> -> -) -) -) -> -> • + -> -) -) _, -> > > -) _, -> _, -) -> . -) -) . -) -) _, -) -> > -> -> • -) -> -) _, > -> _, -> -> -> • • -> -) -> -) -) -) -) -> -> -) _, _, -> -> -> -> -) -> -> _, -> -> _, _, -> • -) . -) -) • 7 -> • 7 > > 7 7 7 -> _, _, -> -> -> > -) -> ') ) -) -) 7 7 -) -> -> -) -) -) -) -> ) ) ) -) -> -> > • -) -) 7 -> -> -> • ., -> • -) -) -) -> -) -> > -) _, -) _, -> _, 7 -) -> 7 > • -> 7 > > • -, -) 7 -) -) -) > -) -) -) -> 0 > _, > -> -) -) -) _, > > • -) -> -> -) -) ;, -> -> ) ' -) -> -) -, -> -> -:, > 7-> > 7 7 7->-> 7 7 7 7 7 7 + ->!-> 7 >-) 7 > ->-) 7 7) ->-) 7 7 -) + 7 7 7 -) 7 7 7 7 -) 7 7 7 -);-) 7 7 -) 7 -> 7 7 7 7 7 -) 7 -) -) -) -) ~ -) -) -) -) -) -) -) -) -) -) -) 7 -) • -) _, -) > -) _, -> -> -> ;, -) -) -) -) -) ~ -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) ~ -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) 7 -) -) -) -) -) ~ 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -)_ -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) > -) -) -) ) ) -) -) -) -) -) ) ) -) -) -) -) ) -) ) -) -) t 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) > -) -) 7 -> _, 7 -) _, > -) -) -) -) _, -> 7 • -) -)_ • _, -) _, -, _, + -) -) -> -> -> -> -) -> • _, -) _, 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 77777 777777 7 ) 7 -> -> -) > ) -) -> > -> ) -> -> _, -, -> ) > > -, > ) 7 7 7 ) > -> > 7 7 7 7 7 7 ) ) > ) r 7 ) 7 7 -> 7 7 3 w _. I "-~ i ~-7 7 il Ii 7 _, -> -) -) 7 -; ) . _, -) ) _, > _, -) • • 7 7 7 7 -> 7 7 7 7 7 7 7 7 7 7 7 7 7 7 ) -> -) -) . -) . ;, 7 7 7 7 7 7 7 7 7 7 7 -) 7 7 7 7 7 -) -) 7 7 7 7 ~ -) • _, _, _, _, -> -) 7 -) -> ) 7 7 7 7 7 7 7 7 7 7 7 7 7 7 > 7 7 7 7 7 7 7 7 7 7 • -> -> -> -, -) • _, > -> • -> 7 7 ;, -> -) _, > -> -> -) -> • -) -) -> _, > ) -> 7 • -) 7 -> -> -> -> -:, _, -) _, -> 7 7 _, -> -; 7 ·-, • • _, • ;, ) -) 7 ) -> 7 _, • -) -> -> _, -; . -> -> • -> • -> -> -> -) . -, ;, -> > ) -> • -> 7 -> -> -) • _, • ' ) -> 7 ;, 7 7 7 7 . -) . 7 7 7 7 -> • _, 7 7 7 7 7 7 7 -) • -> • 7 -, -) -> -> -> • _, _, . -> -) -) > • _, -:, _, -> _, . _, _, -, ;, -> . _, • -) -> -:, -> -> _, 7 _, -> _, > -> . _, 7 -) 7 7 7 7 7 -:, • ) -> -> _, > -> ~ > -) --1 ) -) r -l!/ > -) -) -) -) 7 7 ! i 7 i;l 7 7 7 • > • _, 7 -> > > -) • • > 7 7 7 7 7 I -) ) _, • • _, _, > -, -; -) ) > _, • -) -> 7 7 7 7 7 7 I I I I I I ' ~ .w i. \'[ =,\,opa,1["'"'" 6Mp' 3~VN3ll.J 311;!(1 CI3nSSI 0 U-l 2: U-1 0 ~ z 0 t-z oc -<t: 0 _J 0.... 0.... t- ill tj) t--<t: tj) w Qr<) :::J ("',I Q_ ~ i::___. b C""""' '1 o:::~ 0~ Zz'z Oo t-V'i (""°) z:::.:. 0 u.~ 6 ~ c--' c:,I. <!) L!':I 1,.-\,, z ..... oi (.!? ;;:£ ~~ 0 ~ 8 (J) "' (J) ill ~ ill Q ~ ~ "" ~ ~ ~ Q ----> > , -) ' > -> -> • -> 7 _, _, > 7 7 7 7 _, -) > > > > -> i i;l ------- ·-- 17 7 ~ :=I) I-> • > -, -> -> -) "'I • ~ -> .w -> ~ l) + ) • -, -> 7 7 \7 7 7 7 7 7 7 I 2 7~ 7 -> • -> -> -> ) _, _, -> -> -> _, -> > _, ·->·(· • • -> • -) -> • . -) -) -) ~ 7 -) -> -) -) -> _, -) ') . -) > -> 7 > --:r--I \ ~ :7 7 7 7 7 -) • -> -> > _, -) ) _, -, -> _, • 7 7 7 7 • 7 _, -) _, _, -> • • • ) > _, -, _, 7 i !7 ~ 7 7 7 • > 7 _, > • -) -> 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 ~ 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 ;, -) -> > .; • -> • • • • _, > -> ., > > -> • .; _, > _, • > -> -> _, -> -:, -> -) -> > > _, > ) _, -) -) > _, ;, > _, ;, -) > -> • > > _, 7 _, • -> -> -> • -:, -) • • -> • -> -:, > -) • -> -> -> _, > ) -> > • > • > -> -) -> -> 7 > -> -> -> -> .; -) "' 1-· -q: 7 >! ~ O· .f > "~ Q 7 -) • _, • -)-·~ r ., m. ~ _, ll1 ., , i ll! 1, -) ij· ,; • 0 7 7 ' > -> -> -> -> -) -) _, -> -> • -> -, • 7 • -> _, > -) -> -> _, 7 7 -) -> > -) 7 • -> > > > -) _, ) -) -) _, > -> ) > -> > > -) • > -:, -> _, -> • > _, ' -, ' • > • -, • -) -; -, • • • ' -> -) 9-> -> ) -> -) -;> > ) > 7 -> -~ -) -) -) -) -) -) -) -) -) -) 7 7 -) -> 7 7 -) 7 7 -> 7 -> -) -> 7i== ~ ~;. -> -) 7 ) 7 -) 7 7 -) 7 7 > > -) g. 8 ) ij -) 7 :J:: ----l ~7 _. iii ., _, _, • • -, -, -:, -) ) • -> • -, _, • -) > • • • • 7 • > • -> -> > > -> • • > > _, • > _, > • -) _, 7 > • > > > -> -> -> -) _, -> > -> > _, 7 ., i ~ ->o,: -) _, ;= li' I\'> • • 7 -, -, • -> -> • -) > -> -> -> -) -> • • • • + • _, • • • _, • -> -, -> -> -) _, • ~ !!l r > -> -> 7 > > -> -> > 7 7 -> 7 7 w· 3 7 g -> 7 7 -> -> 7 7 7 -> 7 7 -> -> 7 7 7 7 -> -> 7 7 7 7 7 -> 7 HJ 0.... ~7 7 7 7 7 -) 7 -> -> 7 7 -> 7 _, . -> • • > -) -) -> • > • ) 7 7 7 7 7 7 ' -, • • -:, > -> _, . -; -:, • -> -) -; -> -:, • > 7 -> -, -) -> • > i • • > > • • -) -> -> > > -) • -, • -, • -) • -, 7 7 7 7 > > .=± .:,. ;, • ' > > _, ) ) > -> -> > ) ) -) -> > -) -) -> • 7 c,!ll -) -> > • -> -> 7 7 -:> _, -) • -> _, -> 7 -) -> • -> > • 7 7 7 7 -> • -> • > -, • 7 • .; -> -> > • -> > -) -> -> -) • -, _, -> • • 7 -> 7 7 -> -) -> -> • > • • 7 -) > -> -> -) -) ) ;, • _, -> 7 • -> > -> • -) -) -) -) -) -) -) -) -) -) -) -) -) -) 7 -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -) -> > -> -> > -> 7 7 7 ) 7 7 7 7 7 7 7 7 7 7 7 + 7 ) 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 + + 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 _, -) > } • > -) -) -) ) -) -; -) ) > -> > -> > ) _, -) -> • -) 7 • -> > • _, • -> -) -> -> > > 7 • _, > 7 > • • -> 7 -> ~\/ + 7 7 7 7 + 7 7 + 7 7 7 7 7 7 7 7 + 7 7 7 7 7 7 7 /"' "' 7 7 7 7 7 7 7 7 7 7 7 7 7 7 + 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 + 7 ) 7 7 > 7 7 7 7 7 ) 7 7 + 7 ) 7 7 7 7 7 7 7 7 7 7 7 7 7 7 + 7 7 7 + 7 7 7 + 7 + + 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 + 7 + + 7 7 + 7 7 7 7 7 7 7 7 7 7 7 7 + 7 7 7 7 7 7 7 7 7 7 7 • > 7 • ' > > _, > -> -) • _, 7 7 7 7 7 7 7 7 7 • 7 7 • i _. 0,: !I ~ _, -> • • 7 7 _, • • ' -) _, -) -> _, -> • -) -> > -) > _, • • 7 7 7 _, -, _, 7 -~---~---7 7 7 -> .. "I • • " 7 • • -7 f 7 7 -r---~:;:;----.---J, _, > -, -> °""~-.... m 1-11 iii ~ -: ltl .. .. ~ > MATC~LINE -) 7 7 'i -) -) > 7 -, . > -) -, • • -) 7 •i i=; .~ -> ' -) -) -> -> > _, > -) • ) -) 7 • > -> > -> -> • > > > -> -, _, • -> -) _, -> ) -) -> • -> _, -, -, 7 '§ rm -~-~ ~ c::::::i ~ ~---~---'1 .J. I ~ ( --si1~, ., 7 7 -, > • ) ) -, _, • • • -> _, • > -> -> > -) -> > -, -> -> > -> -> -> -> • _, • • ) ) -, _, > -> -> > -) _, -) -, > -> ) -) -) 7 • • • • > > > -, -) _, -> -> -) -, _, _, -) _, ' ;, -) -) _, -> > _, -, > > -> -> > -> -> • _, • 7 / ,1 1i 11 I 11 I al. 8~ l~ ,CI <{ Jl! l,( ~~§ ltl:,: )/_ ------- / / / / # a I ,,.7 .,. !::'I II ,_., ISi I • - I.» ISi -11 .I>,. ISi ,, Q ::V ~:;! J> m ~o ~ 0 (j) "I'! .... oN c:,, m <m -?Ziz ~ < ~ow m ~~ z 0 [qz ~o ?~ ~~ ~ ::r: ISSUED DATE -cJ "-' C. ~a FILENAME .ciwg ........ Directory= Di\'? oi ii ,.--- ffi .., "' ~ e' I b/20/13 ND. I REVISION om ij ~ \!l ~ I \ .I---r-- 1 I I I I {) \i l II\, \ \~ ~ t l_'i, 1: II i 1 , 'i, ,,rJrllA \ \ ~gii 11-____ ill • i'ii i;, s !a I ,. \J -{ ,11---.__ ; i ~ I r>o~ ,,__ __ _ -:---.L ra•-0 11 12'-0° CJ m z 0 -t m (P I.» ~ ~ (P (P () -t cm -t r--u --U r () ~ ~ () z FINAL FUD 51TE PLAN 50UTI-I I I {) \ I I \ \ :1::!!~:I:: -u~o., <J>m2 ~~i ! :;;: "' 2~ I\.' , \ " <:: "-> l' ii!'~ < Jc ------ .:,i FIELDBROOK COMMONS RENTON, WASHINGTON - N01·43•4~11E 322.IDe' ~ ~ ----------~ 4bf-l' Nf>l"44'02"E -t:!! 0:, -t,... ,)~6~ ~Ill§ ~~~ ~m ;fij ~I~ "' ! :;;: "' 'ii'"~ iii ~ 322J8' RIEBE & ASSOCIATES,INC. ARCHITECTURE• PLANNING 1123 MAPLE AVENUE SW -SUITE 270 RENTON, WASHINGTON 98057 PH: ( 425)226-5344 FAX: ( 425)226-5344 EMAIL: EDRIEBE@MSN.COM I I I I ::/ 8 m -u i1i i i~ 1 {) {) {) ~~ {) r--..,,) i _, {) {) I 11 I I 11 I I I r · L ~ < I I I I I I <§" ~ ~/'i';'!i . ~~t ~~~ ~I: $ f.o~~4 ,~'-; ,~ / ,,--- / ~::<m / QZ\J )I; G\ ~ "' =! / Jl I ~ FIELDBROOK COMMONS, LLC 9675 SE 36th ST. SUITE 105 MERCER ISLAND, WASHINGTON 98040 f f ' <- f ( <- f \ '\ \l I\ I I I I -.- 1 I I I '1 I II i I ' , 2f'·IZ>" f • • • • • f • • ( f < • • f <- f • • • • • <-< <-f • f • • • < <-f \)6 \ REGISTERED ARCHllECT E. DENNIS RIEBE STA 1E OF WASHINGTON E.Dennis Riebe ARCHITECT ' ' ', ' ~ .. ' r ' b" SQUARE TU6E STEEL F06T.---l- 2" 6GUARE TU6E 5TEEL Cls055 6RACE WELD TO REAR _____ .,, FACE OF FRAME EACH END, 3/4" RS FLT= W/ CEDAR lx4 • FERIMETER .AND CEDAR lx2 ll<IM • INTERIOR FANT TO MATCH SIMILAR SIDll't; TTFE ON BUILDll't;. 15' II -II> 4 YD RECYCLE 4 YD GARBAGE CONTAINER CONTAINER 4' CONCRETE 5LAe 6lsOOM FINl5H 5LOF't TO GATES PROVIDE b' Hl<.H5FLIT FACE CMU WALLS 3 SIDES ~ ' ~ "' TRA5t-l ENCLOSURE FLAN SCALE: 3/B" = l'-0 11 FA6RICATED STEEL HINGE A55EMeL T, 112" DIA. 50LID 5TEEL 6END b"xl" FOR HING!E FIN, WELD TO FRAME. !>Ill" INSIDE DIA. 5TEEL FIFE FOR HINGE RECEPTACLE, ATTACHED TO F05T %"ICM 60LT EACH GATE TRASt-1 ENCLOSURE ,, , :__,_ ~ "' ii ·-" e CD WALL SECTION/GATE ELEV. SCALE: 3/8 11 = 1'-0 11 MAX 1/2" THFiiE5HOLD 6Tii,N, SIDEWALK AND CONC. 1<105!< FAD COMP, 5HINC.LES ON 1-LATEFii !&• FELT 0\11:Fii l&/32" FL '1111P. DECK 2Xb FiiAFTERS • 24" !Z>.C. 2Xb WD. FRAMING til 16 11 Of;. __.,._Fl<ONT LOADING MAIL60XE5 2Xll!l SILL r~-JX4 TFiilM SIDING TO MATCH e!JILDll't,5 In" FL TWD 5HEATHltot. !TTF J ---2Xb WP.FRAMING fi 16 11 oc. 11,_:f.l::!:!:=:==:'.::'.:::==!:!::::==1:1::::=::::::!1:1::::~~~-F.T. 2Xb 'to 6A5E PLATE --~----..i.-...._;::.i.,..1 SLOPE E.Dennis Riebe ARCHITECT 3'-ltV' SLOPE b" b" l:1'-4 11 0-M--Sc--~e=l~--~-211 1_~_ 1 ~_011_5:....::::E::.c:cC--'-T-'--'IO:....:...N-'-- FIELDBROOK COMMONS, LLC 9675 SE 36th ST. SUITE 105 MERCER ISLAND, WASHINGTON 98040 RIEBE & ASSOCIATES,INC. ARCHITECTURE • PLANNING 1123 MAPLE AVENUE SW -SUITE 270 RENTON, WASHINGTON 98057 PH: ( 425)226-5344 FAX: ( 425)226-5344 EMAIL: EDRIEBE@MSN,COM I I, ' /[ ,,,,.,...__ ~II I ''-- I I r--.... /1' I I I I I I I I I I"-- ~1(-r I I I I I 1 11-1 I 1, 1 I I I ... -I T ,/[ I I I I I I T T T I I I I I __,,... I I I I I I I I T T -·~ I I 11 I I I I I I I I I , --I I I I I I I I ..___ -- ' D ' D ' D ' D -- ' D ' D ' D ' D -' D ' D ' D ' D - ' D ' D ' D ' D -' D ' D ' D ' ' D ' D ' D ' D -D D -' ' ' D : 0 : c:::::J • ' D :o: c::::::J • -- ' D ' D ' D ' D -' D ' D ' D ' D - ' D ' D ' D ' D -o•o• g,o, ·,. , .. o• o' - -.____ D D D D ~ ~ ' ' ' ' ~ 3'-10 11 ,, 1'-1011 IS'-6 11 LEGEND 4 DROF BOXES B FARCEL LOCKERS 162 BOXES 0 MAIL KIOSK ELEVATION 2 ~~~--'--------'--- Sc a le: 1;2 11 = 1 '-0 11 20 60XE5 22 60XE5 EDGE OF CONC. SLAS 2Xb HIP FiiAFTERS --....._ FRONT LOADING MAIL60XE5 <TTF.! 20 60XE5 1'-11Z1~ 1&1-6 11 I ~ "' ! ~ CCl1FOSITION 5++~E5 "-- I"-- I I "-- I ' I I "-2xll FASCIA ---i ~ SIDING TO MATCH e!JILDll't,5 ""- ,, §! ' ;- §! ·' "' OVER v," FL TWD. 5HEATHltot. ( TTFJ FisG1'IT LOADING MAIL.a0XE5 COlsNEls TRIM TO MATCH e!JILDI IX4 IOCIOD TRIM 3'-10a , , --+---1----+-CO!<l'IER TFiilM TO MATCH 6UILDING!5 --+---1------1--2Xb WD. FFiiAMING -~---1---~-IX4 WOOD TFiilM il ill RECEIVED AUG 15 2013 CITY or: RENTON PLANNING DIVISION II .-----------. ---------..... ------•c 0 FIELDBROOK COMMONS RENTON, WASHINGTON TRA5I-I ENCL06URE MAIL KIOeK ISSUED b/212)/J;, DATE ND, REVISION FUD 2.S +' u • C , OJ ~ 'Q w ::, "' z ':J ._ _______ ... ____ ._ __ .. ·----.... t;:' ~-~ -\_ ---" ---::··".~:::_;::=:.:. :'-"it'·-··'.:::.~::.::.~~:.-L:':=:'::1-r:::::::;j~~;;;;;j~~;.:~.,:::::::::::::'::=:::::'.::::::::::::::=:::::::::::::=::::::::::::::J,::: AMENTIY A-REA (R.O.W. Improvements) SE 172nd STREET Landscape Phasing per B I I " w (fJ ~ • UI 0 lding Plan I I t10r;'!'. 0 0 0 0 ... o AMENTIY1AREA -~t YJ;_ -r, 0 0 () 0 0 0 0 0 () () ,"'i. \j 0 0 0 () NOTE: BUILDING NAMES AND ASSOCIATED HATCHED AREAS INDICATE LANDSCAPE THAT WILL BE INSTALLED PRIOR TO CERTIFICATE OF OCCUPANCY FOR THAT BUILDING. [] . . AMENITY AREAS: ASSOCIATED LANDSCAPE & IMPROVEMENT AREAS THAT WILL BE INSTALLED/CONSTRUCTED PRIOR TO THE FIRST BUILDING OCCUPANCY. 0 0 () () 0 SCALE: 1 "=50'-0" 0 25' 50' I I 0 0 0 0 100' ' ' i I I 1 I 1 i' ' 11 s-.. QJ 0- '0/'j C: ·-V') C'O ..c C. QJ 0- C'O u V') -0 C: C'O --J l\j C). E ·--V l-e.. Vl C: 0 E E 0 u ~ 0 0 l- ..a u -0) ·-u... ... ' F<;=-\/SiO~,J Jate Hy ----~ I ----------,-------·--------: I • ! '. I ! ' I i ~----------r---1 I I I,_ i ' ··! I" , 50' 0 J Sheet i\n !1031 w 2 <( z f--u w --, 0 De'. lL (/) z 0 ~ ~ 0 u ::::s:'.: 0 0 O:::'. rn 0 _J w LL / ' :·.· .. -.,- I ;/; CB 27 I + N m , ,'/ ..... · ..• ,. Call 2 Working Days Before You Dig 811 + N + Utilities Underground Location Center (ID,MT,ND,OR,WA) l + N .~ + N 0 l- ,;.-- :, / , .. , + + + :+- + + /\ + I' ... ,_ ,-L -.<,-r- +' I :, + NW 1/4, SE 1/4, SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M. FIELDBROOK COMMONS .. ,.. -1- + + + + + + + + -1- + + + -1-+ -1-· + + + +' + + + + + +. + -1- + + ,·-J'"., -j-+ + + + + + + + + • + /,i- _, . ,. J + + + + + + + + + + -'-+- + -+ -+ + -j-+ + + + + + + + -1- + -~ + / + ,. ~-.' + + + + <+ ... ~·· .. ~·· ~-1--1- + I T + + + + -----+~-"~---------, ·+. +' + +,; + + + + + + ,/ ·+· + +-,- ..-,-416+ , :+ + + + c'/ -.. -... + 0 .11 ' f /C:f--+.: + + l ,_ .. , -1- ;'-11-+ + + + -1-+ + -1-+ + +/ + + + -j- +: + + + + + ,., .. " ,,, + ',. l,/ -r- + + + + + + + + t. + ·:+ +: + + -'I--F +-.=f--+ . ·-'·• ·~ '• D.R. STRONG CONSUL nNG ENGINEERS ENGINEERS PLANNERS SURVEYORS 10604 NE 38lll PL, #101 KIRKLAND, WA 98033 0 425.827.3063 F 425.82U423 www.drstrong.com NO. + + + <.·r. -+~ + + -1- -+ + +, + + + -1- ~-' + +A 41~ + + + -1--1-+ + + + + + + + + j .. I ''~1-. -- + + -1- + --,- REVISION : CB :JI 1YP£ 1, B:!+02.21 . t RIM·t>09.12 IE 406.12 ' ' - 50 LF DISPERSAL', TRENCH \ .. · ::·· \ ·N BY DATE ' ' ' _, ... APPR , .. SURVE.YEll: SJS DESIGN~O: MAJ DRAWN: YLP CHECKED: MAJ APPROVED, MAJ V SCALE: ., -' ' ,·_, /IS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SC/\LE ACCORDl'IGLY ·'"·' +· v- .-·;-- VERTICAL: NAVD 1968 HO~IZONTAL: N/\D 191:!3/1991 V , I I I I I j 'f r ,r· .,, -¥ r .··. (' • I I I . : I ·1 ._,:.- / I I , I .I I I • I ,, I I I I / · I' .I .I . / , I ·I ·I '/ I I I I r ,.. »·, ,;.-· ,_ ! ' S.,,, CITY OF RENTON Planning/Building/Public Works Dept. NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. RECOMMENDED FOR AP POV AL RECEl\/ED AUG 1 5 Z0\3 crrv OF !U:N'TON PLANNING DIVISION BY: BY: BY: BY: FIELDBROOK COMMONS DRAINAGE CONTROL PLAN, EAST 17040 108TH AVENUE SE RENTON, WA Date: Date: Date: Date: DATE: 06.17.13 FIELD300K: r'AGE: Dfl.A\'l'ING NO: SHEET: OF: C20 27 A-NNNNAA ,_ ,, ,, •J w Cf) w :::tJ __ ' I~ L.- > j<( I 1- CXJ 0 / . j i NW1/4, SE 1/4 SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M. FIELDBROOK COMMONS OPEN SPACE / \ \ \ __J :w i Cf) i ts ( <( __J p_ I 1- 0)\ 0 ~- / / -, '""' ... , , ... @ J__ ;' ; ! \ '· @ ' -i' -i i 1 / / \ \/ , ..... / - ',' i ) PARKING STALL COUNT GARAGE 39 ADA ACCESSIBLE GARAGE 8 DRl~WAY 46 OPEN STALL 117 TOTAL 210 I! J<;:,:i; >· ~oo<'~•<< oo-c,oo,,, ,,,,,.,., ' ' ' ., ., "0,•' -·l-,·',.c -·-~· ·- OPEN SPACE CALCULATIONS REQUIRED __ ,, ·, ' ---- I I I I I I I I I I I I I I I I 250 SF/UNIT+ 350 SF/UNIT= 600 SF/UNIT* 762 UNITS= 97,200 F PROVIDED COMMON 1 2 2A 3 4 5 6 - 6A 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 24A 2984 4464 1362 2160 4356 1033 13960 1470 1388 518 554 6175 4063 7895 1010 7066 720 18803 645 19144 609 808 1530 3734 0 1474 2359 104284 PR/ VA TE (60 st per unit) Units 7521 9120 '10 OF THE 162 UNITS HAD PAT/OS COUNTED IN THE COMMON OPEN SPACE NORTH GRAPHIC SCALE 0 30 60 120 1 INCH = 60 FT. I I ', .. - i. R: \2011\0\11062\3\0rawings\Base\OPEN SPACE 11062_0RIGINAL.dwg 8/13/2013 11:17:03 AM PDT COPYRIGHT@ 2013, D.R. STRONG CONSULTING ENGINEERS INC. D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 10604 NE 38th PL, #232 KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 RECEIVED AUG 15 20/J CITYOFR PLANNING }:NiON IV/SiON DRAFTED BY: MAJ DESIGNED BY: MAJ PROJECT ENGINEER: MAJ DA TE: 06.25.13 PROJECT NO.: 11062 DRAWING: OS1 SHEET: 1 OF 2 .c , w U) lw :=2 .... lz ;'_ w: -./ > . <( I f- ro 0 ( L / ' , , : ; / " @,,_, __ _ 1- NW1/4, SE 1/4 SECTION 29, TOWNSHIP 23 N, RANGE 5 £, W.M. FIELDBROOK COMMONS OPEN SPACE ~','>'•-' "-''-""'C· '-·-·-· ·.,o,: ................. , ~-··-· -· ·,,,,,~ SE 172ND STREET / T ~ \ \ --( w U) / A I I / I .®) ,, / T \ L . . , , ' . . ," )i' .->« ; ~ H ' . "··~· .. ,, • ~ .. w,•,C _..,,.,. •" ,. <D @ , , / ,. , , . PARKING STALL COUNT GARAGE 39 ADA ACCESSIBLE GARAGE Ii DRIVEWAY 47 OPEN STALL 108 TOTAL 202 , > > , , , > > , '> , , > > , , , > > y ., 0 ' , ' •• 1-.,.,i ........ . '. .,·" \ -~ ;,,'./ \,,ii;:::; .j( ;' ___ ,. ___ ,_ / · I I ·1 · ~ : ·_: .·' I I • I .. •· .. · 1 . . "' " . ·-. '• I I I I . I . : OPEN SPACE CALCULATIONS REQUIRED 250 SF/UNIT+ 350 SF/UNIT= 600 SF/UNIT* 162 UNITS -97,200 SF PROVIDED COMMON 1 3223 2 4439 2A 1362 3 2160 4 4356 5 1033 6 14545 6A 1470 7 13/JIJ /j 578 9 554 10 6175 11 4063 12 1895 13 1010 14 7571 15 1!55 16 16744 17 645 1 Ii 19144 19 609 20 808 21 1530 22 3734 23 1309 24 1474 24A 2064 104678 PRIVATE (60 sf per unit) Units 1521 9120 '10 OF THE 162 UNITS HAD PATIOS COUNTED IN THE COMMON OPEN SPACE NORTH GRAPHIC SCALE 0 30 60 120 ' 1 INCH = 60 FT. I D '!~ R: \2011 \0\11062\3\Drawings\Base\OPEN SPACE 11062_REVIS£0.DWG B/13/2013 11: 18: 44 AM PDT COPYRIGHT @ 2013, D.R. STRONG CONSULTING ENGINEERS INC. D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 10604 NE 38UJ PL, #232 KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 ~ ..... c:::i (.) ~~ 5 ::i :s ~ Cl) :SC Is.. 0 c,)' 1-.' ~ '<l'" liJ c::f :::: ~~ li.i 00 ~ <: ClC) s:c l.("j Cl)~= itl I ;:r:: -~ t; BJ ~ ti: 0 ('r) (j (.) ~ Q:: ~~ l,C 0) DRAFTED BY: MAJ DESIGNED BY: MAJ PROJECT ENGINEER: MAJ DA TE: 06.25.13 PROJECT NO.: 11062 ORA WING: OS2 SHEET: 2 OF 2 w (/) 2 <( z z f-0 u L w --, 0 L Q:'. (L 0 0 ~ 0 0 0::: m 0 __J w LL FOUND BRASS NAIL DOWN // 0.2' IN 2" PLASTIC PIPE. I SDCB RIM=415.53 IE 12" CPEP OUT=412.53 ,~ "' 0, SDCB (SOLID LID) RIM=415.55 IE 18" CPEP IN=412.35 IE 18" CPEP OUT=412.35 IE 12" CPEP IN=412.35 SDMH (SOLID LID) RIM=415.61 IE 18" CPEP IN=411.96 IE 18" CPEP OUT=401.51 IE 12" CPEP IN=401.51 SDMH W/12" FRDP TEE RIM=414.88 IE 12" CPEP DUT=409.78 IE (2) 24" CMP IN=409. 78 SDCB RIM=413.78 IE 18" CPEP IN=409.78 IE 12" CPEP IN=409.68 IE 12" CPEP OUT=409.58 w VI w ::> z ~ <( i= CX) 0 ~ t I. "' "' . "' N', ;st-~ 5 "' z SDCB RIM=411.39 1 '1 1· IE 12" CPEP IN=408.14 IE 18" CPEP OUT=408.04 I ,,_,, SDMH--4 RIM=411.09 IE 12" CPEP IN=407.99 \ IE 18" CPEP IN=407.49 \ IE 18" CPEP OUT=407.3L---6 FOUND CONCRETE MONUMENT WITH 2" I ,,.,~ -~ ·1· a\ BRASS DISK STAMPED / WITH "X" DOWN 0.4' /j IN MONUMENT CASE SSMH RIM=410.75 C.C.=398.05 SDMH RIM=410.76 IE (2) 18" CPEP IN=399.96 IE 18" CPEP OUT=399. 76 j MONUMENT NOT SEARCHED FOR HELD wees. / 32 Call 2 Working Daya Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) NW 7/4, s·E 1/4, S'EC T!O!V :79, TOWN SH/1° 2.3 N, RA/VG£ 5 w !vi. F/ELDBROOK COMMONS socs RIM=409.93 IE 8" CMP OUT=407.78 LEGAL DESCRIPTION: PARCEL A: ~t/ Vi::;t. /), /.i(.':;' ?r' pz,:,;;; ,f.J ... 4,}' 53-55 , I ,,. :;;, l ' I \ I I .t ,,. (,'\ ,, \ ' O! \ THE SOUTH HALF OF THE SOUTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 29, TOWNSHIP 23 NORTH. RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 100 FEET OF THE WEST 230 FEET THEREOF, AS CONVEYED TO THE CITY OF RENTON BY DEED RECORDED DECEM.BER 27, 1979 UNDER KING COUNTY RECORDING NO. 7912270174; AND EXCEPT THAT PORTION THEREOF, LYING WITHIN THE 60 FOOT WIDE RIGHT OF WAY FOR SECONDARY STATE HIGHWAY NO. 5C (FORMERLY KNOWN AS JOHN F. BENSON ROAD), AS ESTABLISHED BY ORDER FILED MARCH 19, 1912 UNDER VOLUME 16 OF THE KING COUNTY COMMISSIONER'S RECORDS, PAGE 592; AND EXCEPT THAT PORTION CONVEYED TO KING COUNTY BY DEED RECORDED MAY 14, 1999 UNDER RECORDING NO. 9905141847. AND EXCEPT THAT PORTION CONVEYED TO RICHARD R. NIEMI, SYDNEY J. NIEME, DARLENE R. BJORNSTAD AND THE DARLENE R. BJORNSTAD TRUST BY JUDGMENT RECORDED APRIL 19, 2012 AND JUNE 8, 2012 UNDER RECORDING NOS. 20120419000630 AND 20120608001092 AND 20120608001093 AND DEED RECORDED MAY 29, 2012 UNDER RECORDING NO. 20120529000485. PARCEL 8. THE NORTH 100 FEET OF THE WEST 230 FEET OF THE SOUTH HALF OF THE SOUTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 30 FEET FOR HIGHWAY. PARCEL C: THE NORTH QUARTER OF THE WEST HALF OF THE WEST HALF OF THE EAST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. SDCB RIM=420.88 IE 12" CMP IN=417.58 ,-~~12~" CMP OUT=417.58 -----< SURVEYOR'S NOTES 1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE THIRD REPORT GUARANTEE NUMBER 5003353-1989803 DATED MAY 30, 2012. IN PREPARING THIS MAP, D.R. STRONG CONSULTING ENGINEERS INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS D.R. STRONG CONSULTING ENGINEERS INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY REFERENCED FIRST AMERICAN TITLE INSURANCE COMPANY GUARANTEE. D.R. STRONG CONSULTING ENGINEERS INC. HAS RELIED WHOLLY ON FIRST AMERICAN TITLE COMPANY REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFOR D.R. STRONG CONSULTING ENGINEERS INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. 2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS BASED ON THE BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY CONCEPT ENGINEERING, INC. PROJECT NO. 31051 AND FIELD VERIFIED BY D.R. STRONG CONSULTING ENGINEERS INC. IN AUGUST, 2012. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN AUGUST 2012 EXCEPT AS NOTED OTHERWISE. 3. PROPERTY AREA = 469,024± SQUARE FEET (10. 7673± ACRES). 4. ALL DISTANCES ARE IN FEET. 5. THIS IS A FIELD TRAVERSE SURVEY. A LEICA FIVE SECOND COMBINED ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELA Tl ON SHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 6. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. D.R. STRONG CONSULTING ENGINEERS INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. D.R. STRONG CONSUL nNG ENGINEERS ENGINEERS PLANNERS SURVEYORS 10604 NE 38/h PL, #101 KIRKLAND, WA 98033 0 425.827. 3063 F 425.827.2423 www.drstrong.com NO. REVISION KELSEY LANE VOL. 123, PG'S. 87-88 FOUND REBAR & UNREADABLE CAP, 0.2' WEST I I I / I ' I I (') \ ,--' ) I I I I I I I I I / ,· UN PLATTED ; (;) ! ~i '~~ FOUND IRON PIPE r NO I.D. 0.3' NORTH FOUND REBAR & CAP j #16723 "LYNN CALL" 0.3' WEST CLIFORD'S FIRST ADDITION VOL. 413; PG. 53 BY DAIE I I " & 0.3' WEST u -N89'29'03"W-·-·165. 9j•- FOUND REBAR & CAPI LS #16723 "LYNN CALL" 0.5' WEST & 0.4' SOUTH SUR'IEYED: SJS DESIGNED: DRAWN, YLP /SJS CHECKED: SJS APPROVED: SJS APPR ERICKSEN'S SPRING GLEN ADDITION VOL. 48, PG. 22 SCALE: NS NOTED ONE INCH _____ __I AT FULL SCALE:-, . IF NOT ONE INCH SCALE ACCORDINGLY PALM COURT CONDOMINIUM OUND ONCRETE MON. 1TH 1/2" DIVOT 0.8' SOUTH V::RTICAL: NAVO 1988 HORIZOMTJIL: NAD 1983/1991 NORTH GRAPHIC SCALE 0 25' 50' 100' 1 INCH = 50 FT. BASIS OF BEARINGS: N01'42'56"E ALONG THE NORTH-SOUTH CENTER OF SECTION LINE, SECTION 29-23-5, PER KCDPWSB CONTROL POINTS 3810 AND 3790 VERTICAL DATUM: NAVO 88 PER KCDPWSB BENCHMARK: KING COUNTY PUBLIC WORKS SURVEY BRANCH CONTROL POINT NO. 3810: TOP OF MONUMENT IN THE CASE AT THE INTERSECTION OF 108TH AVE. SE. AND SE. 176TH ST. AKA THE SOUTH QUARTER CORNER OF SECTION 29-23-5. ELEVATION = 401.04 FEET. lA)t ,P/f'(l'f..L 2923(.115--9/7:1 /AX FAF'CE!. ,.?9.2305···9/f'J{) TITLE RESTRICTIONS: SYMBOL LEGEND: 1. THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS, RESERVATIONS AND EXCEPTIONS AND THE RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON SAID PREMISES FOR ROAD AS GRANTED BY DEED RECORDED UNDER RECORDING NUMBER 1336934. 2. THIS SITE IS SUBJECT TO THE RIGHT TO ENTER TO MAKE REPAIRS, AND THE RIGHT TO CUT BRUSH AND TREES WHICH CONSTITUTE A MENACE OR DANGER TO UTILITY LINES LOCATED ON THE ADJOINING PROPERTY AS DISCLOSED BY INSTRUMENT RECORDED UNDE.R RECORDING NUMBER 4043987. 3. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS OF AN EASEMENT IN FAVOR OF CASCADE SEWER DISTRICT FOR SEWER MAINS AND APPURTENANCES AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 7809270194 AND IS SHOWN HEREON. 4. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS OF AN EASEMENT IN FAVOR OF CASCADE SEWER DISTRICT FOR SEWER MAINS AND APPURTENANCES AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8003250181 AND IS SHOWN HEREON. 5. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "AGREEMENT TO DEDICATE ROADWAY" AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8103100664. 6. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS OF AN EASEMENT IN FAVOR OF KING COUNTY WATER DISTRICT NO. 58 FOR WATER MAINS AND APPURTENANCES AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8210220372 AND IS SHOWN HEREON. 7. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED " "DEVELOPER EXTENSION REIMBURSEMENT CONTRACT CASCADE SEWER DISTRICT" AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8304280626. 8. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "DEVELOPER EXTENSION REIMBURSEMENT CONTRACT KING COUNTY WATER DISTRICT NO. 58" AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8304280645. 9. THIS SITE IS SUBJECT TO THE RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS FOR ROAD AS GRANTED BY DEED RECORDED UNDER RECORDING NUMBER 9905141847. 10. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "SOOS CREEK WATER AND SEWER DISTRICT DEVELOPER EXTENSION REIMBURSEMENT AGREEMENT" AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 20010323000684. 11. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "LANDSCAPE EASEMENT AGREEMENT" AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 20120608001094. THE EASEMENT LOCATION DESCRIBED WITHIN SAID INSTRUMENT IS SHOWN HEREON. Cl 'I SURVEY MONUMENT FOUND AS NOTED SURVEY MARKER FOUND AS NOTED MAILBOX UTILITY POLE STREET LIGHT LIGHT POLE CATCH BASIN SEWER MANHOLE TEL£ RISER SIGN WATER METER WATER f'."L VE WATER BLOW OFF 5:l. FIRE HYDRANT ('·,:,)DECIDUOUS TREE CONIFEROUS TREE RECEIVED AUG l 5 2013 ClTV Of RENTON PLANNING DIVISION DATE: CITY OF RENTON FIELDBROOK COMMONS BOUNDARY AND TOPOGRAPHY SURVEY 17040 108TH AVENUE SE RENTON, WA 06.23.13 FIELDBOOK: PAGE: DRAWING NO: Planning/Building/Public Works Dept. SHEET: 1 OF: 1 ,_ ' ,• L-1 ' ;.,_ ---------- SE 172nd STREET ---·····-·······-··-·······-----------------···················----------------- i 1 ; I 955SF. '~S+!/. ·~1_! ~-=rftc!; 1-1 -------------------------,~~~ ( ~:_ ) ----.•. _ \ Parking Area Plan 0 0 NT \ \ \ ------I \ \ \ \ SCALE: 1"= 80'-0" 40' 80' 160' N I I ,t I 0 I I 0 ' L-4 ' :TR-4 0 C c9 0 0 0 0 0 'l ,, ~ j \ I Overall Site Pia,), Site Calculations Open Space Area Required 250sf + 350sf = 600sf x 162 Units= 97,200sf Open Space Area Provided = 104,678sf (Per DRS Sht. OS2) Open Space Provided in Upper Decks or Patios that are not part of the Common Open Space = 9, 120sf (Per DRS Sht. OS2) Total Active Recreation Area Provided= 17,953sf (Includes Rec. Bldg. & Patio, Tot Lot & Pickleball Court) Parking Planting Required 108 stalls x 15sf/stalls = 1,620sf Interior/Perimeter Parking Area Planting Provided= 14,342sf Perimeter Buffer Planting Area = 10,300sf ROW Buffer Planting Area = 6,660sf IEW -co ST UC N u 0 0 0 0 0 Q_:> 0 () 0 -*· >,f<--r~}\ 0 0 () 0 0 (:) '0 SCALE: 1 "=50'-0" 25' 50' oo () (-) 9 ')') ,· ' " <~ ,, ·;<; 0 0 100' 0 0 0 0 () 0 Cl :J 0.. C: 0 C"v C'O -t:: 0.. ·-E Cl.) ·--cu -+-I l... ·-0.. V) V"l t:: -0 -C"v E ~ E Cl.) 0 > u 0 ~ 0 0 l... ,..Q -0 -cu ·-[.J.., u ....J ....J Vl C: 0 E E 0 u ~ 0 0 .... .D ""Cl -<LI ·-w.. »•< C;"·C -)"·.CC·WC"c<' ,,.,,:,.,,,:cc,-.:,-c,,,cc-.v, ) ... ,;···W>f''W''.'~f· ~;-3 ~-. ,, ~""•~-~ ~ b C: ::, 0 u t:;J::, C: ::2 C: 0 -C: <I.) ~ LU V) <I.) ::, C <I.) -< ..c: -00 0 '-0 -"' u 0 co 0 0 " No. REVISION Dato tl y --•------l ~i __ ' ----j ~ca:e 111 = 50 1 -011 MFW Sheet No. L-0 Proje<l Ma!lilger MFW of ( Sh.eds Oak 25 lune 2013 Phase final PUD Submittal #I Pmj<cl Nl>. 11031 PROPOSED STREET ~ . . .. LIGHT LOCATION 1 • ,, / : ~ ,--,, I ' l··- 1 ;.-••.• /,, I);] CARPINUS BETULUS 'FASTIGl;\TA' / PYRAMIDAL EUROPEAN HORNBEAM ...... ' 00 PROPOSED STR .. EET\[ .. =... ) LIGHT LOCATIO~ ~ ' '·/ ) ..... i 18" SEATWALL/ PLANTER TO MATCH BUS ST~P -SEE DETAIL SHEET L-6 i GLEDITSIA T. 'SUN~URST' / - SUNBURST HONEYLOCUST PERENNIAL PL4NTINGS IN LAWN CIRCLE BUS STOP ARBOR ~ITH -------- SEATWALL AND Sl(pNAGE - SEE DETAIL SHEET L-6 ACER P. 'BLOODG90D' / JAPANESE MAPLEi I I \ \ \ \ \ \ ~ I '. I ' 6' SOLID WOOD FENCE LOCATED ON PROPERTY LINE -START PSEUDOTSUGA MENZIESII / (See Detail Sheet L-4) DOUGLAS FIR A ERP. 'BLOODGOOD'/ J PANESE MAPLE PINUS FLEXILIS 'VANDE WOLF'S'/ VANDERWOLF'S LIMBE PINE C AMELANCHIER' UTUMN-llil*cll.lANCE' / SERVICEBERR BETULA CO EMONTII / JACQUE ONTI BIRCH \ \ I I I I CUPRESSOCYPARIS LEYLANDII / LEYLAND CYPRESS ~-"1 . ·.lir-----1-'-·r---_/ = = = = = = = REFUSE & RECYCLE AREA CHAMAECYPARIS 0. 'GRACILI '/ SLENDER HINOKI CYPRESS BETULA JACQ EMONTII / JACQUEMONT I BIRCH A IRCINATUM / PLE PINUS FLEXILI 'VANDERWOLF'S' / VANDERWOLF' LIMBER PINE ··. ::;::~==cc¢i,f+~ " •• '"&.-,, t -~'--.:.~ " ACER P. 'B OODGOOD' I JAPANESE APLE CHAMAECY ARIS 0. 'GRACILIS' / LENDER ESS B ··. •'.. . ,,J,~~s:="""'="'.-.,=-"=,-=='-. :c---f; • "'Oo=·=·· =~ .· : i 1 / •.. ··•··. ~~~r-------L....JOBTUSA/ .... ~cc;-·· i .. I< ':) _·:_ ·_::-i-r< -: . ·r-1:·._ LA\i\JN •. -· .Pi\SSlVE ~ARKWl+H··· AR!,OR, DE(XiRATIVI= . ·. . . . ·. · .. · .. ·. ·. · PLANTINGS&fEATURE AREA. CEDRUS EODARA/ DEODAR EDAR . ... L--··--·· .::::--. ,-...... ··-··--·- Landscape Plan - PROPOSED STREET LIGHT LOCATION West FRAXINUS A. 'AUTUMN PURPLE'/ AUTUMN PURPLE ASH 6' SOLID WOOD FENCE LOCATED ON PROPERTY LINE (See Detail Sheet L-4) STEEL FENCE & ARBOR (See Detail Sheet L-5) RAISED RECYCLED WOOD PLANTING BEDS (8'L. x 4'W. x 2' HT.) PEA PATCH WALK SURFACE: 4" DEPTH OF ~" WASHED CRUSHED SALT & PEPPER GRANITE OVER FILTER FABRIC 10' x 10' PRE-FABRICATED POTTING SHED I I I I I I I ,,=~---·······- CHAMAEC PARIS 0. 'GRACI LIS'/ ---"~ SLENDER INOKICYPRESS D ACER CIRCINATUM / VINE MAPLE AMELANCHIER' SERVICEBERRY TUMN RILLI NCE' / r--·- -© PICKLEBALL COURT .. LAWN P:INUS ~LEXIL 'VAN£ERWO·._: LF'S' / VIANDE,WOLF s IMJER Pl~E ! I ! E " BETULA JACQUEMONTll /1 JACQUEMONTII BIRCH I PINUS FLEXILIS 'VANDERWOLF'S' / VANDERWOLF' LIMBER PINE ·~ ··./··< ,,.,. ,' PROPOSED STREET~'--", -------------~IGHTLOCAflON ____ _ SE 172nd STREET -.~··.· _ ... :_1;_~:::.: __ I ACE CRI I ,~7 _( I . ~ I I I /. I>< / /' I o LL >-1-- z 1-- U) z 0 z z :s 0... u.J 0... <( u V) 0 z :s No. 0 ::J c.. Ci C'v C ·-E ·--V ,_ c.. V) C 0 E E 0 u ~ 0 0 ,_ ..a -0 -V ·-u.. REVISION Dote ' ",_ ..... _ ._,_! • ' ; .; '}e}':_~:".i'".'.-'0}- u -I -I "' C: 0 E E 0 u ..-,,: 0 0 ..... ...0 -0 -(l) ·-u.. ;; s·-,s:·,;,.·y1.':Y'0 Y·'.S:: .,, ;,,.'"'0"·'"'"'""~01wl ~ ~ C: :::, 0 u W) C: S2 C: 0 -C: <U 0,:: uS Vl <U :::, C: <U < ..c: -00 0 -'-0 ~ u 0 co 0 0 I'-.. By RE CE 1\/Ei,.r-----+-------+---------' f,.\lu l 5 '1.G\'l el{j[~l----------___j CIT'{ Of l(i; SI-~ ,k I" = 20' -O" plf\MNIN.G Q\\/1 rrc-,,-.. ,,~"-=--'"------------j MFW Sheet No. Pmio:..l Man~ger MFW SCALE: 1 "=20'-0" L-1 --- 10' 20' 40' or 6 oa, 25 une 2013 Shcc:ts Ph",~ Final PUD Submittal #I Proje<t No. 11031 • I I I I ~E: 4u I USHED OVER I ATED I 1= ULA QUEMONTll /1 QUEMONTII ~H I I I CUPRESSOCYPARIS LEYLANDII / LEYLAND CYPRESS ···········--·····-······--------·-··-------1 CILI '/ ss ~ EXISTING TREES & SHRUBS TO REMAIN -INFILL WITH SUPPLIMENTAL BUFFER PLANTINGS TO MEET PERIMETER BUFFER STANDARD. CHAMAECYPARIS O 'GRACILIS' / CUPRESSOCYPARIS LEYLANDII / LEYLAND CYPRESS AC R CIRCINATUM /-------._ VIN MAPLE - SLENDER HINOKI C PRE 1 S-S-~/~l~/~/----1 \_\ ____ 1 A ELANC IER 'AUTUMN BR LLIA S RVICEB RRY E' / \ PSEUDOTSUGA MENZIESII / DOUGLAS FIR i I I I 12' WIDE I WATEF-:: EASEMnn __ T ... __ -·--1 6' SOLID WOOD FENdE LOCATED ON PROPERTY LINE~ END (See Detail Sheet L-4) I I I 0 SPLIT RAIL FENCE'& DETAIL -s§==~,iUM&,"\, WETLAND MITIGATION PllANs -1 ACER CIRCINA VINE MAPLE & -2 (Typ.) -~1 -~~~~· ~~~~~~~~~ i i REFUSE & RECYCq, AREA SCREEN PLANTINfl CHAMAECYPARIS SLENDER HINOKI C I I I oonooolrn I I Ul , ,,, Foi!Wi·.···.' .... ~~· ACER CIRCINAT M / VINE MAPLE A ERP' L----JL--J\----~--_,_1J ANESE MAPLE J PINUS FLEXILIS 'VANDER OLF'S' / VANDERWOLF'S LIMBER Pl E I I [ I I I I I I ! I I METAL GLEDITSIA T. 'SUNBURST'/ SUNBURST HONEYLOCUST REC NIPERUS S. 'SKYROCKET'/ U IGHT JUNIPER BUILT-IN BBQ & BAR OUTDOOR ENTERTAIN! G AREA CHAMAECY ARIS 0. 'GRA ILi SLENDER H NOKI CYPRES ACER CIRCIN TUM / VINE MAPLE . ~, i-:V' c" i---~~~1 I I I I I I / X---'J>',S .·. DOTSWGA MENZIESII/ ' ,ce.~·] :;:i~f{ YG~S CilRi,, a;' .. ;'Bi~.,_ )~--,(_ '1,.;.._1..,./ FRAXINUS A. 'A UMN PURPLE'/ \.:;Y ----------,------ I ' ________ _cf _AUTUMN PURP~ ASH ______ _ -----I---I I I Landscape Plan -Mid _.,···- PROPOSED STREET~-. ___ LLIGHT LOCATION ·---/ CEDRUS DEODARA / DEODAR CEDAR i I I : I 1 i i I i I i I I I I _.-11111B ------,---1 I _-., Ii _. 11 Stamped Concrete in Round-about - see civil plans ------- Public Trail Access Signage (Typ.) . ·.,~ L ACER LOODGOOD' / JAPAN S MAPLE PINUS FLEXILIS ' ANDERWOLF'S' / VANDERWOLF'S IMBER PINE \ i .. '-WATE~ V/\1.JLT ~ ~ ~ I I I I INFO KIOSK SEE SHEET L-6 ; ,. ·••. i ; ·---( ·, : I !' : ' .. ...• I z w () LL LL z SCALE: 1 "=20'-0" 0 20' 40' • 0 -~ l z ::S 0... u.J 0... <( u V) 0 z ::S No. Llate 0 ::J 0... 0 C',l C ·-E ·--V I- 0... V') C 0 E E 0 u ~ 0 0 I- ..0 -0 -V ·-w... REVISION Dote 0 ,, .. 0:,,;n_,,,_, ''.' ·.,t//·.~t,:7 .. , >. > •&,•:'.":t',,,-"''-'<<·. ,., ~ .c;, c:: ::, 0 u u et:) c:: -I S2 -I V'J c:: C 0 0 ...... c:: E I!) E c:G 0 u..J u Vl ...><: I!) ::, 0 c:: 0 I!) '-~ .Cl 'U _c: a.> ...... 00 u.. 0 '+--0 -'< u 0 c:Q 0 0 r--. By Sheet No . L-2 25 une 2013 of 6 Sheets Ph= Final PUD Submittal #I l'roject No. 11031 ' ' ' ....... .. ' ----} '·· . ' ' •, ____ l ; ,• ,.. •, .. \ _-0-j -- B I I I we::~ SEE WETLAND MITIGATION PLAN PREPARED BY SEWALL WETLAND CONSUL TING FOR PLANTING IN THIS ARE OF THE SITE /',, (' , i (,_~ ... ,./ ,, ·······•• ..• SEE WETLAND MITIGATION PLAN PREPARED BY SEWALL WETLAND CONSUL TING FOR PLANTING IN THIS ARE OF THE SITE ... r'""\ ••• ~· s ••••••• ,.,/ ......... ,,, .• ,._,·v···· 1V/ • .-L•• .......... --·· :_ ___ ...... ... -•••······ •.. .... .. ,,J~ •••••• .......... ••• .. \ ~ .: ..... \ . .-•··········' ....... ,,, ' I A\ •'"''• ,•~ -, 'V -------------------+,., f ~· '•1 , -(-" \ •••••.•• ,. '·-___ / ~.A .;-,l .. ,___ .. ... ' ""&····. .. . ...... ,4,,[~ . : ! .. ;.~ ... -.-.-.,.•" >l:' '<A \;--------••• . :-.. .. •······•· "" -.. .. ,.,.____ ., ,,• •••.•••• ' ·r=-••••• , • ,,.--" ..... -~---~--...... ,•"'"•······ ' .,, ~ '~'-\ : J 'I. ...... w ·•· . .,,.,,,,-"'•or. .... •· ; · 1 f; . .., l --'--\---·= .• ~ ~J ~ ~~=~~ ,, -' ;,: 'I. : ... h, .... i"--•••• \ i : .. '··· .. ----\. ··r·· ~ l ; . ,. ........ . .. : \ \ i ..•. . . ··-··-,/: .. ..,,, .......•••. .......... , .......... / __ _ •..... ,t··········l· SPLIT RAIL FENCE & DETAIL -SEE WETLAND MITIGATION PLANS W -1 EXISTING TREES TO REMAIN ";"l;f ,,• .... ..~~---~•.l .... ...... .. ........... .. .•. & W-2 (Typ.) ----, ·······-·!!~,: __ r---( I 11 rl RIMSON \ii CRIMSON !I APLE ·1 fAccess 1' lyp.) i 'I ,, I '· Ii * ~~i11~1t11~11 -l ' ' : --' ii 11 I I '\ I. I I : [/ I r / I / I : / l/ : ill ! ,, I I I ll/ I ( 11 ---..J..L___ I . ····· ....... : •• .... ¢· -------,. ·----·----- : ······ i : •' .. •, i --l \ : ; •.. ,...l .... * INFO KIOSK \ SEE WETLAND MITIGATION PLAN • . .. ) ; .... f .. .... • } ..... .. :! ~-··· ... ~ ... \,, .... _..:~.!.• ............ ~ ... \.···· .. •••• .... ~,,:. .......... ........... ..... •••• • ··.: l . ' ------..... .\ ---~ --·:-)'\ ----~ ~------=-c,,~ ~···, ----, .. f=---=--~--C ·}---~ -~\\ ~ -+'" ••• --~--~--l { .\> •• ~ ' --1~! ·: l •• -,..,. j SEE SHEET L-6/-, ;~ PREPARED Ei'{S-EWALLWETLANDCONSUL TING £QB PLAN.II.NG IN_T!:IJ$ ARl;_Qf_THE$JII; •' .. _) FENCE & DETAIL -SEE MITlGA"TION'Pt:ANS W'1 . ) /.,• ~ ....... ····••• ' ...... --I y··· .... --l •' •' WETLAND SIGNAGE -SEE WETLAND MITIGATION PLANS (Typ.) i .J .. ; .. ' : / ... --------.. ~ ...... .. .. .. ) .\> •• -'It ... , ... .-::~;.•\ -~ --\-).\ ..... ...-• ••• ·t ~--"'<Af.5. ~ . -----l ' ~ ~ -' . ;' . .. l------~~:/ ,;~t "\ •"-): ~ .i .,,., .. . ~ I .. t ------,,:· ••••••• SEE WETLAND MITIGATIOl'JPLAN -----\ f,7-·,_ PREPARED BY.SEWALLWETLAND .. CONSULIING / .. :'~rj·----· FOR PLANTING IZ;~~IS ARE OF THE SITE -~~,\ ''.,;"/ j \ .. .! 4 II 1 (: /_; ,,:.:r f _, ; \ ' . '-, . ·"c.~,I (1 ___ //)!; ~6 / !__ _ _,} .. :. <tJ Y rx"°-' /--· : [' ",v ~'1, .,,•' ,,'> -,L;~.·--~ ...... ·-.·-.:,o~:~.~~f··· ~. ~... r,. ...... ~ , • .. r J ~!~•, ............. •·i___ :'•,........ · : ~-'·· t .... ," '"\ -• ;.'""i1..? ••• ..... r•-······ '""• I~.,.,_, •••0 '"••••••••••''"••••••••••, •• •"._• l (. j ••• •••••••• ................... .... .............. .. ',,,./ 0 ! 1 ~ £f >r/7~~_. __ · .. ·,;~ jl'·f/'(,. ',,,_.,/ (''\ ·-..,,._,./ SOFT TRAIL ' . \ :,__,_,./ ,,.,,..,.\ , . , \,.,/; (FINAL AUGMENT WILL BE DETERMINED IN FIELD TO MINIMIZE SITE DISTURBANCE) 0 0 ' I I I I I I l I I I I I I I I ,'.,.~-,,,, \,,,~_/ \ I I SOFT TRAIL -o, (FINAL ALI GM ENT WILL BE ·.J DETERMINED IN FIELD TO MINIMIZE SITE DISTURBANCE) ,.~-'~-\ /" , ) )\-,_/ () .,..,-.. ~ t<) (~) ~ . ,• ''-.._,., --·~. i::i===,:~~~:·~·~·~ .. ~ .. ~-·~·~:~,r.:,,~;·_···_··-------(~~~=---~~~-·· ----------------------------1;~)---------~~------------~(~'=:"\~~~_(,;L~~t===::::~-~~(!.f.~:,,~.>~~,;~~··~·~) -7;L--------------------~~::::::::::::::c:=:::::::::::-:~~-------~(:"::···~1----~r':·:\~-----------;2 __ J ~:it~~~~ L-6 '=~\ r.~} "-:) i::·\ c} / ' ·~/ \j C> . --····· ', .. ,.) Landscape Plan -East (Wetland) 0 w >u ::) z I- I-z w LL 0 LL ~b oz 0 z s r- u..J $ z s c... u..J c... ~ u Vj 0 z s No. 0 ::::i 0... 0 C"O C: ·-E ·--(1,) 1-. 0... V") C: 0 E E 0 u ...:::.::: 0 0 1-. ..Cl -0 -(1,) ·-~ REVISION Date u ...J ...J Vl C: 0 E E 0 u ..s.: 0 0 1-. ..a -0 <I.) u.. i.ii.[1, "-"* "* "'" ' ~'03"-,-;-~' ' • " ,C· •; ' , .. , ~ ... ;,.,;;.,.,;: --~.,;;.,.;,.,;.: .. , , .. ,,.i,-;,,,,,,,,,i,•&•:i•,•&,•,-i ~ .s C: ::, 0 u ol) C: Q C: 0 ~ C: 0.) 0::: u.S Vl 0.) ::, C: 0.) < .c: ~ 00 0 -'-0 _:,,: u 0 co 0 0 t-,.. By .c 111 = 20 1 -0 11 r~-='--~--~-------1 REC~\~/t''C '"'' I\ \\ \J \ i;i 'L \)\ :i 1- 0 ',,._,"~ M=" Fc.:.W'------1 Sheet No. L-3 f ~rc.~r: N'"111F"w C,\1'f O ol'JISI •. 1sc,-""'_:_'l:"'1 =------1 ~\.f'J.\0\\'\G "'o-.,,-'-ll.=B-'-R'--------1 SCALE: 1 "=20'-0" of 6 Sheds 40' 25 une 2013 -:,c:-,.,-,,'=-"'"-"'--=°"'C=..---'----------1 Final PUD Submittal #I 10' 20' - ' MA --See She l I i i I I I I ! I LANDSCAPE NOTES & REQUIREMENTS GENERAL NOTES: A Plant Material List Submittal: Within 30 calendar days after receipt of the notice to proceed, landscape contractor shall submit a complete list of materials proposed to be furnished and installed demonstrating conformance with the requirements specified. Include the name, addressess and telephone numbers of all plant material suppliers and growers. 1. Documentation shall also include suppliers name, contact person, address, telephone number, botanical and common name, plant size and size of container or ball. 2. Contractor shall provide a signed statement from the plant suppliers who have furnished the plant materials identifying the plant materials being supplied by botanical and common names, plant size and stating that all of the plants supplied by them are in healthy growing conditions meeting the ASNS. 3. Submit a project installation schedule, coordinated with the proposed soil ammending and planting schedule to the Landscape Archtiect or owner for approval at least 30 calendar days prior to start of work under this section. B. Substitutions of plant materials will not be permitied unless authorized in writing by the Landscape Architect or Owner. If proof is submitted that any plant specified is not obtainable, a proposal will be considered for use of the nearest equivalent size and or variety. Such proof shall be substantiated and submitted in writing to the Landscape Architect or Owner at least 30 days prior to start of work under this section. These provisions shall not relieve contractor of the responsibility of obtaining specified materials in advance if special growing conditions or other arrangements must be made in order to supply specified materials. C. Plants shall be subject to inspection and approval by Landscape Architect or Owner for conformance to specifications upon delivery to the project site. Such approval shall not impair the subsequent right of inspection and rejection during progress of the work. Contractor shall give Landscape Architect 48 hours advance notice when plants will be delivered to the site for inspection. Inspection of plant materials shall take place within 24 hours of delivery to the site. D. Coordinate work with other trades as required. E. Locate all underground utilities prior to commencing work to avoid damage to buried pipes and cables. F. Provide protection for all property, persons, work in progress, structures, utilities, walls, curbs and paved surfaces from potential damage arising from this work. The Contractor shall pay for any such damage at no additional cost to the Owner. Unfinished and completed work shall be protected from erosion or trespassing, and proper safeguards shall be erected to protect the Public from injury or danger. G. City Of Renton: City requires Landscape Architect to verify plantings are installed per plan and that plant species and varieties are as indicated in the planting schedule. PLANTING NOTES: 1. Verify bedlines and plant layout with Landscape Architect prior to commencing work. 2. Verify that site conditions are acceptable prior to beginning work. Do not install any site elements or plant material until unsatisfactory conditions are corrected. When conditions detrimental to plant growth/constructed elements are encountered, immediately notify the owner. 3. Substitutions or changes in materials and placement shall be made only after written change orders are accepted by the owner. 4. Protect existing trees to remain and plant material located on adjacent property prior to commencing work. Place fencing material at dripline of trees and shrubs. See Existing Tree & Vegetation Protection Detail. 5. Contractor to provide a soil analysis prior to commensement of work. The soil analysis shall include: a. Determination of soil texture, indicating percentage of organic matter, b. An approximated soil infiltration rate (either measured or derived from soil/ texture/ infiltration rate tables) A range of infiltration rates shall be noted where appropriate, and c. Measure PH value 6. All new turf areas, except all-weather, sand-based athletic fields shall: a. Be augmented with a two-inch layer of organic material cultivated to a minumum of six inches in depth, or b. Have an organic content of five percent or more to a depth of six inches as shown in a soil analysis. 7. Organic content of all landscape areas shall be as necessary to provide adequate nutient and moisture-retention levels for the establishment of the plantings. 8. Planting soil for trees, shrubs, groundcover and lawn areas shall be Randles Topsoil Three-Way Top Soil mix or approved equal. 9. Clean and remove all rocks, roots and debris over 2 inches in diameter. Place a six inch (6") depth of Topsoil Mix over areas to be planted with groundcover. Finish grade shall be at least two inches (2") below adjacent hard surface. 1 O. Plants shall be pit planted with a 50/50 prepared mix of native soil and Topsoil Mix. See planting details for depth and staking requirements. 11. Fertilize all installed plants during backfill operations with Ag Safe Tabs as recommended by manufacturer. Topdress shrub/groundcover beds (prior to mulch application) with Newlife 10-20-20 at the rate of 2 lbs. per 1000 square feel. 12. Mulch all planted areas with a minimum 2 inch (2") depth of approved fir bark 'mulch'. Finish grade of mulch shall be one inch (1 ") below top of adjacent hard surface. 13. All plant material to be nursery grown stock and arrive on-site in a healthy, vigorous, well branched, disease and insect free condition. 14. Plant trees, shrubs and groundcover as shown in the planting details. Roughly scarify sides of the planting pits. Install plant material high enough above finish grade to allow for settlement and bark mulch. Water plant pits throughly midway through backfilling and add fertilizer tablets. Balled and burlapped material that cannot be installed immediately shall be heeled in, mulched and watered regularly to keep root balls moist. 15. Hydro-seeded Areas: Hydro-seed mulch shall be Silva-fiber or approved equal. Binding agent shall be J-Tac or approved equal. Apply 10-20-20 fertilizer at a rate of 10 lbs. per 1000 square feet. Apply hydro-seed mulch at a rate of 40 lbs. per 1000 square feet and binding agent at a rate of 1 lb. per 1000 square feel. Reseed any areas which do not germinate within 14 days. 16. Seeded or Sodded Lawn Areas: Lawn installation shall occur upon completion of finish grading, planting and mulch installation. Seeding or sodding to occur only when the soil conditions are dry and free of surface water. Carefully water lawn areas after installation. Sodded Lawn Areas: Install a northwest hardy, blended grass sod within 12 hours of delivery to site. Lay sod tight with no gaps, allowing for shrinkage. Apply a 10-20-10 fertilizer at a rate of 10 lbs. per 1000 square feel prior to installation. Seeded Lawn Areas: Seed shall consist of a Perennial Rye Grass blend and applied at a rate of 10 lbs per 1000 square feel. Apply a 10-20-10 fertilizer at a rate at a rate of 10 lbs per 1000 square feet. Promptly re-seed any areas which do not germinate with 14 days of planting. 17. Provide landscape maintenance immediately after planting and continue until final acceptance. Work shall include watering, spraying, fertilizing, pruning, reselling of plants, restoring eroded areas, adjustments to staking and removal of weeds/debris as required for healthy plant growth. 18. Inspection And Acceptance: The owner will make an inspection for Substantial Completion of the work upon request by the Contractor. 19. Replacement of Plantings: Remove any plant from site that is either dead, or in unsatisfactory condition as determined by the owner or Landscape Architect. Replace with a new planting of equal size and species as soon as conditions permit within the normal planting season. All replacemant plantings are then to be under re-instated guarantee period as specified. Identify those replacements and take whatever measures necessary to prevent similar demise of additonal plant material. 20. Provide ruot barrier in a surround or linear pattern for tree plantings when trunk is located within four (4) linear feet of any paved surface. DeepRoot Universial Barrier -UB -18 (or approved equal). Install per manufacturer's recommendations. Warranty: This Warranty shall include replacing and planting the same size and species of plant material, as shown on the Landscape Plan and that has been designated, by the Landscape Architect, to be replaced. Except for loss due to excessively severe climatological conditions (20 year weather charts), installed plant materials are required to be guaranteed until the end of one growing season against defects and unsatisfactory growth, except for cases of neglect or abuse by the owners or others. All plants replaced shall be re-instated under these plant guaranty conditions. PSEUDOTSUGA MENZIESII / DOUGLAS FIR CUPRESSOCYPARIS LEYLANDII / LEYLAND CYPRESS CUPRESSOCYPARIS LEYLANDII /.-· LEYLAND CYPRESS Landscape Plan - vum;n:nt: ir 1 Round-about - see civil plans . ··-·--·-CJ .'"j !~ -------- CHAMAE PARIS 0. 'GRACI LIS'/ ft'-c~P'I SLENDE HINOKI CYPRESS BETULA JAC UEMONTII / ~----}J:'.AC~Q~U~EMO TII BIRCH I I ACER P. 'BLOOD OOD' / JAPANESE MAPL ACER Cl Cl ATUM / VINE MA L M 'VANDERWOLF'S' / L 'S LIMBER PINE N AMELANCHIER AUTUMN BRILLIAN E' / SERVICEBERR --·--e-------·---rs·A-CK LIN .. --·-Sf ----p.ZARD UNf COAL M/Nf H ACER P. 'CRIMSON SENTRY'/ CRIMSON SENTRY MAPLE . ~AWN• South C9DRUS DEODARA / DEODAR CEDAR SCALE: 1 "=20'-0" 20' 40' z 0 0:: 0 z V) u..J r-- 0 z o(j :r: r-- :J 0 V) l z ::S 0.. u..J 0.. 0 V) 0 z ::S No. ·-E ·--(l) I-, 0... V') C: 0 E E 0 u ...::.:::: 0 0 I-, ,..Q -0 -(l) ·-u... REVISION Dute u -l -l Vl C: 0 E E 0 u ....so:: 0 2 ..0 v Q.) ·-w... .i:;, C: ::, 0 u ,;;t, C: Q C: .9 C: ~ uS V1 <l) ::, C: <l) -< ..c: ...... 00 0 -'-0 -"' u 0 CQ 0 0 By /to Scaklll=201-on nee£\\ . 0 '"'"" Sheet No. \""-~ MFW L-4 oF 6 Sheets P<0jecl No. 11031 y LANDSCAPE SCHEDULE SYMBOL QTY. BOTANICAL NAME/ COMMON NAME TrlEES -DECIDUOUS ACER CIRCINATUM / VINE MAPLE G--83 ~,~----==c. 48 ACER PALMATUM 'BLOODGOOD' I BLOODGOOD JAPANESE MAPLE ACER PLATANOIDES 'CRIMSON SENTRY'/ CRIMSON SENTRY MAPLE AMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE'/ SERVICEBERRY SHRUBS •· •• -tt--• 45 34 63 7 16 8 BETULA JACQUEMONTII / JACQUEMONTII BIRCH CARPINUS BETULUS 'FASTIGIATA' / PYRAMIDAL EUROPEAN HORNBEAM FRAXINUS AMERICANA 'AUTUMN PURPLE'/ AUTUMN PURPLE ASH GLEDITSIA TRIACANTHOS 'SUNBURST'/ SUNBURST HONEYLOCUST 13 CEDRUS DEODARA / DEODAR CEDAR 36 CHAMAECYPARIS OBTUSA 'GRACILIS' / SLENDER HINOKI CYPRESS 5 CHAMAECYPARIS OBTUSA / HINOKI CYPRESS 79 CUPRESSOCYPARIS LEYLANDII / LEYLAND CYPRESS 2 57 59 JUNIPERUS SCOPULORUM 'SKYROCKET'/ UPRIGHT JUNIPER PINUS FLEXILIS 'VANDERWOLF'S' / VANDERWOLF'S PYRAMID LIMBER PINE PSEUDOTSUGA MENZIESII / DOUGLAS FIR @~ 28 ABELIA X GRANDIFLORA 'EDWARD GOUCHER'/ GLOSSY ABELIA ARBUTUS UNEDO 'COMPACTA' / COMPACT STRAWBERRY BUSH AZALEA 'BLUE DANUBE'/ BLUE DANUBE AZALEA () 19 @ 49 @ 110 AZALEA 'HELEN CLOSE'/ HELEN CLOSE AZALEA 0 82 AZALEA 'HIND CRIMSON'/ HIND CRIMSON AZALEA ~ 22 BERBERIS THUNBERGII 'CHERRY BOMB'/ CHERRY BOMB JAPANESE BARBERRY @ --21 CEANOTHUS THYRSIFLORUS 'SKYLARK'/ SKYLARK CALIFORNIA LILAC @ 103 CHOISYA TERNATA/ MEXICAN ORANGE ~ ----7 CISTUS X HYBRIDUS / WHITE ROCK ROSE EB 13 CISTUS X PURPUREUS / PURPLE ORCHID ROCK ROSE @ --251 CORN US STOLON I FERA 'ARCTIC FIRE'/ ARCTIC FIRE RED TWIG DOGWOOD @. 11 DEUTZIA X 'MAGICIAN'/ MAGICIAN DEUTZIA 0 --31 ENKIANTHUS CAMPANULATUS 'SHOWY LANTERNS'/ SHOWY LANTERNS ENKIANTHUS @ 26 EUPHORBIA CHARACIAS WULFENII / MEDITERRANEAN SPURGE ~ --17 FOTHERGILLA GARDENII 'BLUE MIST'/ BLUE MIST FOTHERGILLA 8 77 GENISTA LYDIA 'BANGLE'/ BANGLE WOADWAXEN 0 --3 HYDRANGEA MACROPHYLLA 'NIKKO BLUE'/ BIGLEAF HYDRANGEA 0 165 ILEX CRENATA 'CONVEXA' / CONVEXA JAPANESE HOLLY 0 --5 KALMIA LATIFOLIA 'ELF'/ DWARF MOUNTAIN LAUREL r8!) 9 MYRi CA CALIFORNICA / PACIFIC WAX MYRTLE 0 --102 NANDINA DOMESTICA 'PURPLE PASSION'/ PURPLE PASSION HEAVENLY BAMBOO C, 21 OSMANTHUS DELAVAYI / DELAVAY OSMANTHUS Q 25 PIERIS JAPONICA 'VALLEY VALENTINE'/ VALLEY VALENTINE JAPANESE PIERIS @) 12 PHYSOCARPUS OPULIFOLIUS 'MINDIA' / COPPERTINA NINEBARK (@! --164 PRUNUS LAUROCERASUS 'OTTO LUYKEN' / OTTO LUYKEN LAUREL @ 43 RIBES SANGUINEUM 'KING EDWARD VII' I RED FLOWERING CURRANT 0--7 RHODODENDRON 'RAMAPO'/ RAMAPO RHODODENDRON $ 28 ROSMARIN US OFFICINALIS 'TUSCAN BLUE'/ TUSCAN BLUE ROSEMARY I}) 79 SARCOCOCCA RUSCIFOLIA / SWEETBOX 8 55 SPIRAEA JAPONICA 'GOLDMOUND' / GOLDMOUND SPIREA 24 TAXUS X MEDIA 'HICKSII' / HICK'S YEW @ 66 THUJA OCCIDENTALIS 'SMARAGD' / SMARAGD ARBORVITAE ©) --26 VACCINIUM ANGUSTIFOLIUM 'SUNSHINE BLUE'/ SUNSHINE BLUE LOWBUSH BLUEBERRY (j 14 VACCINIUM OVATUM 'SCARLET SENSATION'/ EVERGREEN HUCKLEBERRY CD--58 VIBURNUM TOMENTOSUM 'MARIESII' MARIESII DOUBLEFILE VIBURNUM FERNS, GRASSES & PERENNIALS @ ~ @ ® @ " 0 ® (J) (3 0 0 8 @ 72 72 95 7 155 17 12 24 12 20 12 12 10 114 CALAMAGROSTIS X ACTUTIFLORA 'KARL FOERSTER'/ FEATHER REED GRASS CAREX MORROWII 'VARIEGATA' / VARIEGATED JAPANESE SEDGE CAREX TESTACEN ORANGE NEW ZEALAND SEDGE FESTUCA GLAUCA 'ELIJAH BLUE'/ ELIJAH BLUE FESCUE HELICTOTRICHON SEMPERVIRENS 'SAPHIRSPRUDEL' / BLUE OAT GRASS HEUCHERA 'PALACE PURPLE'/ PALACE PURPLE HEUCHERA HOUTTUYNIA CORDATA 'CHAMELEON'/ CHAMELEON HOUTTUYNIA LAVAN DULA X INTERMEDIA 'PROVENCE'/ PROVENCE LAVENDER LIRIOPE MUSCARI 'BIG BLUE'/ BIG BLUE LILY TURF MISCANTHUS SINENSIS 'VARIEGATUS' / VARIEGATED JAPANESE SILVER GRASS NE PETA FAASSENNII 'WALKER'S LOW'/ WALKER'S LOW CA TM INT ORI GAN UM VULGARE / OREGANO SALVIA OFFICIANLIS / SAGE SEDUM SPURIUM 'DRAGON'S BLOOD' /DRAGON'S BLOOD SEDUM SIZE 6-7' HEIGHT 1" CAL. 2" CAL. 6-7" HEIGHT 8-10' HEIGHT 2" CAL. 2" CAL. 2" CAL. 6-7' HEIGHT 6-7' HEIGHT 6-7' HEIGHT 6-7' HEIGHT 6-7" HEIGHT 6-7' HEIGHT 6-7' HEIGHT 5 GAL. CONTAINER 5 GAL. CONTAINER 2 GAL. CONTAINER 2 GAL. CONTAINER 2 GAL. CONTAINER 2 GAL. CONTAINER 5 GAL. CONTAINER 5 GAL. CONTAINER 5 GAL. CONTAINER 5 GAL. CONTAINER 3 GAL. CONTAINER 3 GAL. CONTAINER 3 GAL. CONTAINER 2 GAL. CONTAINER 2 GAL. CONTAINER 2 GAL. CONTAINER 5 GAL. CONTAINER 3 GAL. CONTAINER 3 GAL. CONTAINER 5 GAL. CONTAINER 3 GAL. CONTAINER 5 GAL. CONTAINER 3 GAL. CONTAINER 3 GAL. CONTAINER 21-24" HT. 3 GAL. CONTAINER 2 GAL. CONTAINER 3 GAL. CONTAINER 2 GAL. CONTAINER 2 GAL. CONTAINER 2 GAL. CONTAINER 3 GAL. CONTAINER 2 GAL. CONTAINER 2 GAL. CONTAINER 5 GAL. CONTAINER 1 GAL. CONTAINER 1 GAL. CONTAINER 1 GAL. CONTAINER 1 GAL. CONTAINER 1 GAL. CONTAINER 1 GAL. CONTAINER 1 GAL. CONTAINER 1 GAL. CONTAINER 1 GAL. CONTAINER 1 GAL. CONTAINER 1 GAL. CONTAINER 1 GAL. CONTAINER 1 GAL. CONTAINER 1 GAL. CONTAINER SPACING, CONDITION & REMARKS NURSERY GROWN, MULTI-TRUNK, EVENLY BRANCHED B&B, BRANCHED@ 5' HT. (STREET TREE QUALITY) B&B, BRANCHED@ 5' HT. (STREET TREE QUALITY) B&B/Cont., NURSERY GROWN B&B, MUL Tl-TRUNK (3 CANES), EVENLY BRANCHED B&B, BRANCHED@ 5' HT. (STREET TREE QUALITY) B&B, BRANCHED@ 5' HT. (STREET TREE QUALITY) B&B, BRANCHED @ 5' HT. (STREET TREE QUALITY) B&B, NURSERY GROWN B&B, NURSERY GROWN B&B, NURSERY GROWN B&B, NURSERY GROWN B&B, NURSERY GROWN B&B, NURSERY GROWN B&B, NURSERY GROWN Locate tie 4' min. -· Above finish grade Tree wrap (remove after SYMBOL GROUNDCOVER QTY. BOTANICAL NAME/ COMMON NAME 2,576 8,726 1,6844 3,043 ARCTOSTAPHYLOS UVA-URSI / KINNIKINNICK FRAGARIA CHILOENSIS / SAND STRAWBERRY GAL THERIA SHALON/ SALAL 58,678 sf I' I Ill ~ "@g RUBUS PENTALOBUS / CREEPING RASPBERRY LAWN -PREMIUM NW BLEND SEED MIX 1,373sf DECORATIVE ROCK -5/8\hs WASHED GRAVEL 1-3 MAN PLACEMENT ROCKS Tree secured to stake with wonder tree tie. Do not allow wire to touch tree. Tree and stake to be in vertical position after installation of rebar and wiring. Remove after 1 year. SIZE 1 GAL. CONTAINER 1 GAL. CONTAINER 1 GAL CONTAINER 1 GAL. CONTAINER SPACING 30"0.C. 18" o.c. 30"0.C. 18" O.C. Hydroseed per Manufacturer's specs. 1-year) -------+- 1" x 1" wood stake driven at edge of root ball to a depth of 3'-0" into undisturbed soil FULL FOLIAGE, 42" 0.C. FULL FOLIAGE, 42" 0.C. FULL FOLIAGE, 30" 0.C. FULL FOLIAGE, 30" O.C. FULL FOLIAGE, 36" O.C. FULL FOLIAGE, 36" O.C. FULL FOLIAGE, 42" 0. C. FULL FOLIAGE, 42" 0.C. FULL FOLIAGE, 42" 0.C. FULL FOLIAGE, 42" 0.C. FULL FOLIAGE, 42" 0.C. FULL FOLIAGE, 54" 0.C. FULL FOLIAGE, 48" 0.C. FULL FOLIAGE, 36" 0.C. FULL FOLIAGE, 36" O.C. FULL FOLIAGE, 36" 0.C. FULL FOLIAGE, 36" 0.C. FULL FOLIAGE, 30" 0.C. FULL FOLIAGE, 42" 0.C. FULL FOLIAGE, 48" 0.C. FULL FOLIAGE, 36" 0.C. FULL FOLIAGE, 48" 0.C. FULL FOLIAGE, 60" O.C. FULL FOLIAGE, 42" 0.C. FULL FOLIAGE, 36" 0.C. FULL FOLIAGE, 48" 0.C. FULL FOLIAGE, 36" O.C. FULL FOLIAGE, 36" 0.C. FULL FOLIAGE, 30" 0.C. FULL FOLIAGE, 36" 0.C. FULL FOLIAGE, 30" O.C. FULL FOLIAGE, 30" 0.C. FULL FOLIAGE, 30" O.C. FULL FOLIAGE, 30" 0.C. FULL FOLIAGE, 48" O.C. 24"0.C. 18" O.C. 18" o.c. 18" o.c. 18" O.C. 18" o.c. 18" O.C. 24"0.C. 12" o.c. 48"0.C. 24" O.C. 24"0.C. 24" o.c. 18" O.C. Locate tie halfway between ground and upper tic Fertilizer tablets quantity per manufacturer's recommended application rates 6" 3' diameter Mulch area 12" reater than Root ball width 2" layer mulch feathered from trunk (avoid mounding against trunk) Mound soil to form basin 6" above grade -Cut and remove burlap from top 1/2 of ball. Remove container & center root ball in tree pit* *remove all treated or non bio-degradable materials Tree in Lawn Planting Detail Fertilizer Tablets Quantity Per Manufacturer's Recommended Application Rates *Remove All Treated Or Nonbio-degradable Materials (Not To Scale) ~--2" Layer Compost -- Mulch Feather Away From Trunk / Mound Soil To Form 4" High Basin Cut And Remove Burlap From Top 1/3 Of Ball Or Completely Remove Container*· ___ _,,. Shrub Planting Detail (Not To Scale) 50 Native & 50 Topsoil Mix 12" Greater Than Root Ball Width 2" Layer Compost Mulch, Feather Away From Trunk Mound Soil To Form Basin 6" Above Grade Fertilizer Tablets Quantity Per Manufacturer's Recommended Application Rates Cut And Remove Burlap From Top 1/2 Of Ball. Remove All Treated Or Non Bio-degradable Material. Conifer Tree Planting Detail (Not To Scale) © ~1 Gal. Or 4" Potted Plant ,I/('~~ Material \/ \ 2" Layer Compost Mulch Feather Away From Trunk i Mound Soil To Form ·--v-0 '\, --0 , I IT I ~ y ,.; !Tl 111=' Basin 3" Above Grade \ /j,¥ \\'.:'i~I '11=1 I ~'( ~111 1 l Provide 3" Clearance '<(: f ' 0' 50 Native & 50 >c >'% Topsoil Mix '~I .,i I Ii' l~TTT-~I I lc;c' ~~t:e~; ~~~:,~a~~nd -1-0\Eqsldls/laot 0\--/-0\ , , ,_, ,-1 1 1-1 1 9 9 Spacing Use Knife Or Sharp Blade To Fert.1l1zer Tablets Quantity Per Cut Through Bottom Half Of Manufacturer's Recommended Root Ball. Butterfly Rootball --0 0 0 Application Rates To Bring The Root System Closer To The Surface. Groundcover Planting Detail (Not To Scale) 2x6 CLEAR BEVELED CAP ----~ 1x6x6' PT OUTSIDE RAILS ---- 2x4 PT SELECT TIGHT-KNOT RAILS APPLYTWOCOATSOFOLYMPIC -- OIL BASED SEMI-TRANSPARENT STAIN COLOR: PER OWNERS SELECTION TO FENCE PANELS, RAILS & POSTS 1x6x6'SELECTTIGHT-KNOT -~ FIELD BOARDS 1x6x6' PT OUTSIDE RAILS 2x4 Pr SELECT TIGHT-KNO f PT NAILER RAILS SIMPSON F824B CLIPS (INSIDE) 2X4x8' PT POS f@ 8' o.c. r.aAX. APPLY TWO COATS OF OLYMPIC STAIN COLOR: PER OWNER'S SELECTION SIZE CONCRETE FOOTING - PER FENCE HEIGHT 6' Solid Board Fence Detail (Not To Scale) 6'-0" V) --l -~ UJ 0 0 o<.S :J Q.. u.J 0 ~ --l ro .2:, C t:: ::) ·-:::, E 0 u ·-cl) 0 -u t:: CJ S2 ,__ -I u.J Q.. -I t:: 0 "' ...., :c V") C: t:: 0 <U C E c:::: u 0 E u.J E 0 Vl V) u <U E :::, ~ t:: 0 0 <U u.J 0 > u '-< 0... ..c ..c: -0 .,_. ~ -00 ll.) 0 <:( 0 LI.. '-0 0 u ,__ ..:.:: ..n u 0 V) -0 l:Q -0 0 CJ 0 ·--L.L.. r-.._ z :5 No. REVISION Date By Scale AS INDICATED Sheet No. L-5 C\1'l Of ~~t';, ~'''25 une 2013 N,\NG oN ' Phase pt.f\N Final PUD Submittal #I of 6 Sheets Pro1m No. 11031 .r t---36" (Typ.) ----4"x4"x36" PT Wood [; 1 ~ t f 18" O.C. (Typ.) / Cross Pieces ~ 1/ Wood Beam Post in Cone. Footing Behind Seat Wall 2" Pre-Cast Cap ~ Top of Seat Wall @ 1' -6" Finished - Sidewalk Grade 18" Ht. --i-------6"x 6" PT Wood Post ., 4 •• .., 11 ;, • Finished Grade Behind Seatwall - See Civil Plan Finished Sidewalk Grade ,------L...J ___ ___L__J__ __ __J__J_ ___ ---L__j__ __ ___!__j_ ___ _l___ ____ L__J_ ___ _L__,__ __ ___L_J_----i Robinson Rock "Kiamichi Rake set with Lt. Tan Grout 5' O.C. (Typ.) NOTE: Black PC Iron Letters Mounted to Stone Veneer I J + 8' Min. Height Seatwall/Signage Arbor at Bus Stop Detail DETAILS ARE SCHEMATIC -FINAL DRAWINGS WILL BE SUBMITTED FOR BUILDING PERMIT REVIEW & APPROVAL SITE DETAILS (Not To Scale) Metal Roof 6 "x6" PT Wood Post ____________ ___ (Height TBD) ---------~ Pre-Cast ------- Cone. Cap Signage Panel ------ Wood Post Set in------;--, Cone. Footing ' NOTE: .. ..... 8' -0" tv1in. Height DETAILS ARE SCHEMATIC -FINAL DRAWINGS WILL BE SUBMITTED FOR BUILDING PERMIT REVIEW & APPROVAL Finished \ Grade \ ' . -. Information Kiosk - :J-{fstory of tlie Syringlirooli :Mine or '.Elements of a Working Welland ~ Text and graphics printed on ~- tamper-proof enamal and mounted to mesh backing. Graphics and Text to be reviewed and approved by City of Renton prior to fabrication. '-'---'~~ 2'-0" Min. 5' O.C. (Typ.) ' ' < Mounted Enamal Signage Panel Robinson Rock "Kiamichi Rake set with Lt. Tan Grout Wetland & Coal Mine (Not To Scale) V) --J -~ L.W 0 L.W f--V) No. 0 :J 0... 0 C,;:'I C: ·-E ·--Cl.) I- 0... V) C: 0 E E 0 u ~ 0 0 I-..a -0 -Cl.) ·-L.L.. REVISION Date AS INDICATED ~ .i-, C: :::, 0 u o{j C: u Q -I -I C: 0 Cl') -C C: 0 "-' E c::,:: E L.IJ 0 Vl u "-' :::, ...0.0: C: 0 "-' 0 < .... ..Cl ..c:: -0 -~ 00 ·-0 u.. '-0 -"' u 0 l:Q 0 0 "- By I i ' LJeMt,ner Sheet No. MFW l'ro:e<:t MJnagcr MFW L-6 Projecl No, 11031 ,- ---~· -- CONTROL VALVE MAIN LINE (TYP-) ------------,f-'. --..c-L----L-__,r-------"--r:r---~ w Cf) w ::> z w C NOTE: i ----PRoViDE DRir1FiR1GAr10N 1N ALL NEW PLANTING SEDS & SPRAYHEADS IN TURF AREAS I L__ --~"l=I='- NOTE: MAINLINE, LATERAL LINE, AND VALVE LOCATIONS ARE SHOWN DIAGRAMMATICALLY ON PLAN -LOCATE IN PLANTING BEDS --?tl--l====c ALIGNED WITH PAVED SURFACES. _ .. __ ._ [ = = = = = = = = -~ -J-~-"" "'"' " -~- ) "·"/,, I I I I I I \ \ \ \, \, I \, ' --··~-->. ·····-··-··---- A ! ! L NOTE: , PROVIDE DRIP IRRIGATION IN ALL NEW PLANTIN/G BEDS & SPRAYHEADS IN TURF AREAS ,-,<<' \ . .\.._ • .-<. ...... -····-·-·-·----. ! I • I 'l' SLEEVING (TYP.) ~ / IRRIGATION WATER METER BY OTHERS. RE~ //1 TO IRRIGATION NOTE# 15 FORADDITIONA~ ---7'!1 p_o_c_ INFORMATION_ ~ I -1• -..._,_·'....:-.-/ ~------ CONTROL VALVE ---··~, ... _ c·:c.,_-_~·::.-.,. -.... -1 ··--···1 ······1··· ! -------/ i ; I I ' B COORDINATE; PEDISTAL MOUNTED IR~IGATJON __ _ -- CONTROLLER LOCATION WITH PROJECT MANAGER_ INSTALL CONTROLLER l~TbCRINGMET CABINET PER MANUF_ REQ .. -ELEC-TRICIANT<:J PROVIDE GFI 11 Ov POWER TO CONTROLLER LOCATION. FLAG ALL LOCATIONS_ i I •_ -_ -_--__ ----I '__J ! l / I \ \, -- TING TREES TO REMAIN (TYP_) / r-------______ J -----( - --"""u \ l -,/ ) ---L_--L_--L_ ____ J __ GATE~/B~ADLLLVi~~f¥FY-----~J § BACKFLOW PREVENTION C:'::', ASSEMBLY 'c=:, QUICK-COUPLING VALVE (TYP_) § § 1== I ,· El . ~I I _.- ~-==~~-===~==-~. \ --_, -f" \ -:1 . \_-_-_-_-_~,, (/-++++f _ ~6-7 -\~~~::=:_=-_:t._\ Ci./ . . -; ---. I . ----,"-:;---_ ._-_7 ___ ,._ -I--I 'Al -~-,,,. -~ . -----····------ I I - I STALL RAIN SENSOR IN I I I OCATION WHERE PRECIPITATI N CAN BE MEASURED ACCURATELY - '-,-SE-E-E.i=N-FRAlo-NOJ'E-b-_~----j ' - I I I I PROVIDE HOSE BIB/LOCKING YARD HYDRANT AND DRIP I IRRIGATION CONNECTIONS IN PEA PATCH_ SEPARATE IRRIGATION VALVE IS DEDICATED TO THIS AREA FOR I RESIDENT USE IN GARDENS -, ' i ; . .\ i I I I I --------· I I : -"-._ I _-T . t.:_.:.,f------j--+- -,.., .. ---··-·· \-,:,·--r:;;·;,-::··.::·· ' ··"i \ i \ \ 1 \ ----·'···--·--·-~· ... ' NOTE: E \, PROVIDE DRIP IR~IGP,IION IN At[ NEW PLANTING BEfi5s & L-~RAYHEADS IN TURF AREAS I I \_ ---- I I I .. .) I I ---I I I I - J \ ---i\ -I i \ / -/ ~-.;.::/ 1--/ . . .. _,.....),,./ ·.y/ _.-,~· / --- / ---- / ~/- . . '· .. · . . . . . . . ... .......... -~ ~ -·-..;...;_ -- ""-EXISTING TREE & DRIPLINE TO CONTROL VALVE REMAIN (TYP_) -I \ I , I \ / i SLEEVING (TYP_) ( --.-: '~""s// ( ' _)'---"'(. ------------------------------------------------------------------------------------------------------ NOTE: MAINLINE, LATERAL LINE, AND VALVE LOCATIONS ARE SHOWN DIAGRAMMATICALLY ON PLAN -LOCATE IN PLANTING BEDS ALIGNED WITH PAVED SURFACES. SE 172nd STREET Irrigation Plan -West G -T : ' \ SCALE: 1 "=20'-0" 0 20' z 0 I- LL >- () 40' z :s c.. z 0 - No_ 0 :J 0.. Ci ~ C ·-E ·--(I,) I- 0.. V) C 0 E E 0 u ~ 0 0 I- ...0 -0 -(I,) ·-LJ... REVISION Dote ~ .c;, C: ;::J u 0 u --1 -I cl) C: . :2 Vl C: 0 C: E 0 _, E C: <lJ 0 Ci:: u u.J ..><: Vl 0 <lJ 0 ;::J ,_ C: .0 <lJ "O < -V ·-..c: u.. _, 00 0 '-0 -"' u 0 co 0 0 r::::: By ___,_____,_,.,.R_,___,E CE I \/fE D--- f----___,___-~WiJ 5 Zv+OI.-J ---1 ' PLANNING DIVISION Scale 111 ::::'. 20' -011 Sheet No. IR-I l'ro1ect Manager MFW of 5 Dote 25 une 20!3 Ph"'c Final PUD Submittal #I Pmjcct l\"o. 11031 L t ' I I I I ITAND DRIP I SEPARATE .REA FOR I I I I . . 'L:.: .. ,: ..... : c""""""I= ...... ·-> ' I I I I I "'."""":" ------·····-~--=-------_.-:-=:.-···:-:;--:·~---,···::;.:-·-~:---~-- D · .... · .. · .. _· ... ___ ,---~~- NOTE: , PROVIDE DRIP IRRIGATION IN ALL NEW PLANTING BEDS & SPRAYHEADS IN TURF AREAS G ···········1······- 1 \ \-·'"' ··1. C _ •• -,- : : \ \ H __ : ---r·· t --,---\ \ ' NOTE: MAINLIN/=, LAl(ERAL LINE, AND VALVE LOCATIONS ARE SHOWN DIAGRAMMATICALLY ON PLAN -LOCATE JN PL;\NTING BEDS ALIGNED WITH ~AVEd SURFACES~----,--- \ __ __.,__--1 ~==··:· :··:· J~~-~r==q==tt=~ F~. -.~ .. -~. ·· ... · .. ·.· -·. . . -------------=~~n COORDINATE WALL Mottt· ffE!El IRRIGATION CONTROLLER tOCATION WITH PROJECT ... --· --- MANAGER ON EXTERIOR WALL i \ .. . "'--·- /-~ \ . : \ \ . \ -1 ' I I \ ! .. y/· / i . 1 ' . I ·\ ' ' .. I ---r /) _...,......,_ .~---·---- . . CONTROL VALVE MAIN LINE (TfP.) i Irrigation Plan -Mid ' ""'\·. \\;l _l-,l--.-1-;-l---'l \\ __ _ \ \ \ \.-\ _ _, IRRIGATION WATER METER BY , OTHERS. REFER TO IRRIGATION \ NQTE # 15 F,OR ADD/TION/\11\'.0.C. \ INRORMATION---········ i .... --· i . ...... . ! ,\..---\ ___ .~ '\ ) -__ g6~TE;;~~1~~~ EggK~N~~1~~c CABINET PER MANUF. REQ .. J;LECTRICIAN TO PROVIDE GFI_ 110v POWER TO CONTROLL LOCATl()N .. FLAG ALL LOCATI ~_,.HOW GATE/BALL VALVE (TYP.) BACKFLOW- PREVENTION ASSEMBLY !.)U~~~-~~~~LING "· ..... ' --~tEXISTING TREE & DRIPLINE CONTROL VALVE ~1-. -~f-... -"· --2 _,_,.. ......... ;.;.; . \ \ I I SLEEVING (TYP.) ~: I : I I . CONTRdL VAL'yE FOR TEMPORAf.Y IRRIGATION ; SERVICE IN THE WETLAND AREA MAIN LI NE (TYP.) /· ( 000 ", INSTALL ~~NSOR IN \ . LOCATIOJ,YWHERE PRECIPIT ION\, C~ B9'i/v1EASURED ACCURAT SEE G~~~~L NOTEf/ NOTE:/ ", f\ PROYIDE DR(P"IRRIGAT~i\l IN ALL / NE;W P~A~ING B!cQS.&: / PRAY~ADS IN TURF: AREAS / C ', / / CONTROL VALVE /I _.,--I REC I I I I ) I! .. ·; . I I ' ., / J_. 'I NOTE: MAINLINE, LATERAL LINE, AND VALVE LOCATIONS ARE SHOWN DIAGRAMMATICALLYON I PLAN -LOCATE IN PLANTING BED...,._.;=---+1---t---1 ALIGNED WITH PAV~D SURFACES. .... ,./ _________ ~·--·· NOTE: I PROVIDE DRIP IR~IGATION IN ALL NEW PLANTING BEDS & SPRAYHEADS IN TURF AREAS ...... L .-~··· -------' ''-·----:---<-~:-------~ --.-. ~'- I I I I M 0 > w z 1-- 0 () SCALE: 1 "=20'-0" liiiilii -I l~I 0 10' 20' 40' • 0 -~ z :s 0... z 0 -~ < \.J -~ ~ - No. ScaJe 0 :J 0.. 0 ~ C: ·-E ·--(.1.) ,_ 0.. VJ C: 0 E E 0 u ~ 0 0 ,_ _a -0 -(.1.) ·-u.. REViSIOf\ Dote u ....J ....J Vl i::: 0 E E 0 u ~ 0 0 ,_ ...0 -0 -Cl.) u.. ~ 0 C :::, 0 u ~ C :2 -C 0 ~ C IU oe:: u..J Vl IU :::, C IU < ..c ~ 00 0 '-0 -"' u 0 i::o 0 0 " By l CITY F l?l=lllTh11,1,__ _ _, PLANNING DIVIS1f I (11 =.; 201 -on Designer MFW Sheet No. IR-2 Projec:l Ma11a~er MFW of 5 Dat~ 25 une 2013 Sheets Ph;i:;c Final PUD Submittal #I l'roJect l\u. 11031 -------- (~- [ __ L ) / _,...,,~" . -<· I I I \ Irrigation Plan _r,.r~\ \. ' ) EXISTING TREES & DRIPLINES TO REMAIN (TYP.) COORDINATE LOCATION OF MAIN LINE IN ----WETLANG-BUFFE-R-EDGE--W+TH PRGJECT ---- CONSTRUCTION MANAGER (TYP.) / >··---··- CONTROL VALVE FOR TEMPORARY IRRIGATION SERVICE IN THE WETLAND AREA NOTE: MAINLINE, LATERAL LINE, AND VALVE LOCATIONS ARE SHOWN DIAGRAMMATICALLY ON PLAN -LOCATE IN PLANTING BEDS ALIGNED WITH PAVED SURFACES. -East (Wetland) ('"' \ ~-/--,,, ----o---- SEE WETLAND MITIGATION PLAN --PREPARED BY SEWALL WETLAND-CONSULTING FOR PLANTING IN THIS ARE OF THE SITE 0 (''"' -~~-.j f;· '-, (~\ ·~.., .. / BURY MAINLINE WITHIN SOFT TRAIL ALIGNMENT. PROVIDE 12" MIN. COVER OVER PIPE. 0 0 \ { , _) ,,J '\' /'· ' ; c1 l.,j () _,..,·---. t ·) 0 1--z z LL 0 1-- () SCALE: 1 "=20'-0" 10' 20' 40' () LL z ::s 0..... z 0 - 0 :J 0... 0 ~ C: ·-E ·--Q.) I,.., 0... ~ C: 0 E E 0 u ...::.=::: 0 0 I,.., ..n ""O -Q.) ·-u.. u ....J ....J -VJ C: 0 E E 0 u ..::.:: 0 0 ..... ..0 "'O -(I,) u.. No. REVISION )ate Sc;Jle RECFlVED AUG 1 5 2013 CITY OF RENfOl\l ' nt 11. , n1111c1r,!', 111 ::::; 20 1 -011 ~ -C') c:: :::, 0 u of:) c:: S;2 c:: 0 ~ c:: 'l) oc u..J Vl 'l) :::, c:: 'l) ~ ..c:: -00 a '-0 -"' u 0 co a a r-.... By Ucsl~11er MFW Sheet No. Pro[ec! .\1an3ier MFW IR-3 Ihle 25 une 2013 of 5 Sheets l'l,a1e Final PUD Submittal #I Project No. 11031 I DRIP IRRIGATION DETAILS EDGE OF PAVING SUPPLY HEADER ~-----AIR/VACUUM RELIEF VALVE AT HIGH POINT REMOTE CONTROL VALVE ASSEMBLY ~-----Techline TUBING ARRANGED TO COVER TRIM AREA ~------EXHAUSTHEADER ~--SPRINKLER ON PVC LATERAL IN IDEAL SPACING PATTERN (TYP.) ~---EDGE OF TURF -----LINE FLUSHING VALVE NOTES TO DESIGNER 1-IN THIS EXAMPLE, IDEAL SPACING IS MAINTAINED FOR THE SPRINKLER SYSTEM WI OUT DISTORTION, WHILE THE HEADS ARE SET AWAY FROM THE PAVING EDGE TO AVOID OVERSPRAY 2-BLANKTechline TUBING IS USED TO JOIN THE LATERALS ACROSS THE HIGH SPOT TO ENHANCE THE FUNCTION OF THE AIR/VACUUM RELIEF VALVE. NOTES: 1. INSTALL ACCORDING TO MANUFACTURER'S SPECIFICATIONS 2. CONTRACTOR TO PRICE COMPLETE INSTALLATION UNLESS OTHERWISE INFORMED. TUBING DETAIL [NOT TO SCALE) D ~ tj =i1 I' ~ I "._ - I I I I I/ I / 'AR I --n---- '--' !\ I I I ~ 1-k-I I I t::: --~--~ --- REMOTE CONTROL VALVE WITH DISC FILTER AND PRY PVC OR POLY SUPPLY HEADER START CONNECTION MALE ADAPTER DRIPLINE (TYP.) AREA PERIMETER AIRNACUUM RELIEF VALVE (PLUMBED TO EACH HIGH POINT) BLANK TUBING (CENTERED ON MOUND ORBl:.Rtl) PVC OR POLY EXHAUST HEADER PERIMETER LATERALS 2" TO 4" FROM EDGE PLUMBED TO PVC OR POLY LINE FLUSHING VALVE "END FEED" LAYOUT NOTES: 1. INSTALL ACCORDING TO MANUFACTURER'S SPECIFICATIONS 2. CONTRACTOR TO PRICE COMPLETE INSTALLATION UNLESS OTHERWISE INFORMED. END FEED LAYOUT DETAIL (NOT TO SCALE) I @§ =-=[50-.. ,...::~,]~==========-=- >-,..: __ '\ )', .. / ... _ / LANDSCAPE DRIPLINE TUBING: HUNTER LANDSCAPE DRIPLINE ,.-,p:=+~ NOTE: 0 TIE DOWN STAKE /(QTY.AS REQUIRED) TREE TRUNK -....-._ COMPRESSION TEE ~ (QTY AS REQUIRED) ~1/2-INCH POLYETHYLENE TUBING: BLACK STRIPE TUBING 1. SEE "LOW-VOLUME LANDSCAPE IRRIGATION DESIGN MANUAL (D38030D) FOR DRIPLINE EMITTER SPACING. 2. QUANTITY OF DRIPLINE RINGS, EMITTER SPACING AND FLOWS ARE DEPENDANT ON TREE CANOPY SIZE. DRIP AROUND TREE DETAIL (NOT TO SCALE) FINISH GRADE -COMPACTED SUBGRADE -Techline TUBING PVC HEADER Techline TEE (TYP.) Techline START CONNECTION (TYP.) NOTES: 1. INSTALL ACCORDING TO MANUFACTURER'S SPECIFICATIONS NOTES: 1. SEE PLANS & LEGEND FOR ALL DIMENSIONS AND Techline LATERAL SPACING 2. RATIO OF Techline LAT- ERALS TO START CON- NECTIONS IS SHOWN AT 2:1, BUT MAY VARY PER HYDRAULIC DEMAND ON START CONNECTION. (SEE PLANS & LEGEND) 2. CONTRACTOR TO PRICE COMPLETE INSTALLATION UNLESS OTHERWISE INFORMED. 3. CONTACT NETAFIM FOR SPECIFICATIONS AND DETAILS BEFORE INSTALLATION. SUB-HEADER INSTALLATION DETAIL (NOT TO SCALE) Irrigation Plan ----------CONTROL VALVE -· - --- I I I I I i I I I ) ',I NOTE: MAINLINE, LAT,ERAL LINE, / !~-AND VALVE LOCATlq'NS ARE SHOWN DIAGRAMMl}TICALL YON /JI r/ I I I I I ___ L I i ' I I i .. // ' -·l ~ ·/ ... ,( ··PtAN-LOQ/\!E IN P~ANTING BEDS . 1 ALIGNED WITHP,AVJ:D SURFACES. ~,~11 . f : j c J<:""-i-..J. I , \ . ·\ ,\ \ ) i l I I. M I ' NOTE: ; PROVtDE-DRfP IRRIGATION IN ALL NEW PLA~Tl~G BEDS & SPRAYH~Arl;,_IN TURF AREAS I/ . 11 L---., ! I I I I /. I !. /1 I \ . i:, I I I 1, ~ I i. i I r I I I r· I . \. SLEEVING (TYP.) CONTROL VALVE MAIN LINE (TYP.) ! ;-····~·-···-····-...... , __ _ ' ' r·-····-····-·-··- NOTE: PROVIDE DRIP IRRIGATION IN ALL NEW PLANTINd BEDS & SPRAYHEADS IN TURF AREAS ' N ~-'"=====~~~·------- NOTE: MAINLINE, LATERAL LINE, -------K [TNE AND VALVE LOCATIONS ARE -------sereAC SHOWN DIAGRAMMATICA!cl:Y-ON . /NE: PLAN ·_6QCA'FE'!N'PLANTING BEDS ZARD L --AtrGNED w1TH PAVED suRFAcEs coAL Mt NE HA I - I -------I I I I I I I '--r----.J, I +-® I I I ,,\ I I L_i_ /1 I ' I I : ~-~·J! L "··--··--·---'-·-~------'-·· ---~---· ~-_,___:__-~:--.-~>-·-~--------------@ __ )::.J~ --------------. ------------------------ -South SCALE: 1"=20'-0" 0 10' 20' z w LL LL I-I- 40' ....J -~ u.J 0 0 o(j :::J 0.. :c 0 ~ ~ .i, ~ C: ·-C :::J ~ E 0 u ·-u -<>.() 0 Q,) ....J C I-....J Q . 0.. V'.l V) = C 0 0 V'l .... E C C: <U I 0 E ~ 0 E u w z Vl E ..-,,: <U 0 :::J :s 0 C 0 .... <U u .n -< -0 -Il) _c 0.. ~ ·-.... u.. oO 0 0 0 '-z ,._ 0 ..Cl ..:.: u 0 -a 0 -co Q,) 0 -·-0 ~ u.. "' <( lJ -~ ~ REVISION No. Dote By I R C-:FI\/El[) AUG 15 201~ ---- CHY OF REN1/0N PLANNING 0 1 Scale 111 = 20 1 -011 Oeilgne, MFW Sheet No. IR-4 Proiect Mana!,er MFW of S Sheets Date 25 une 2013 l'lme Final PUD Submittal #I Projcct Nu 11031 IRRIGATION SCHEDULE HUNTER IRRIGATION EQUIPMENT SHOWN IN SCHEDULE. TORO, RAINBIRD, WEATHERMATIC OR EQUIVALENT IRRIGATION EQUIPMENT MAYBE SUBSTITUTED, WITH LANDSCAPE ARCHITECT'S WRITTEN APPROVAL ONLY. SYMBOL DESCRIPTION P.S.I. RADIUS B HUNTER MPLCS515, MPRCS515, MPSS530 STRIP ROTATOR HEAD, WITH MATCHED PRECIPITATION RATES 30 4'x28', 4'x14' .. &, '19 @ HUNTER MP1000 ROTATOR, 12' ADJUSTABLE ARC AND RADIUS NOZZLE, WITH MATCHED PRECIPITATION RATES 30 12' B, "" 'w) ~ @ HUNTER MP2000 ROTATOR, 17' & 18' ADJUSTABLE ARC AND RADIUS NOZZLE, WITH MATCHED PRECIPITATION RATES 30 17'-18' D c::, 'i) <9 0 HUNTER MP3000 ROTATOR, 27' ADJUSTABLE ARC AND RADIUS NOZZLE, WITH MATCHED PRECIPITATION RATES 30 27' p D Cl HUNTER MP CORNER ROTATOR, 12' RADIUS HEADS, ADJUSTABLE ARC NOZZLE, WITH MATCHED PRECIPITATION RATES 30 12' - HUNTER PRO-SPRAY SHORT RADIUS NOZZLES -4' RADIUS 30 4' . G ------. . HUNTER PRO-SPRAY SHORT RADIUS NOZZLES -2' RADIUS 30 2' -------. ----------- ' "' @ HUNTER PRO-SPRAY POP-UP SPRAY HEADS, 5 NOZZLE 30 5' D " n 0 HUNTER PRO-SPRAY POP-UP SPRAY HEADS, 8 NOZZLE (FOR ADJUSTABLE ARCS, TT AND TQ HEAD USE NOZZLE BA) 30 8' " "" Id, 0) "21 @ HUNTER PRO-SPRAY POP-UP SPRAY HEADS, 10 NOZZLE (FOR ADJUSTABLE ARCS, TT & TO HEAD USE NOZZLE 10A) 30 10' " "' ta\ 'v 'V @ HUNTER PRO-SPRAY POP-UP SPRAY HEADS, 12 NOZZLE (FOR ADJUSTABLE ARCS USE NOZZLE12A) 30 12' • .. ... ~ ... . HUNTER PRO-SPRAY POP-UP SPRAY HEADS, 15 NOZZLE (FOR ADJUSTABLE ARCS USE NOZZLE 15A) 30 15' "'"'""~.,)O HUNTER PRO-SPRAY POP-UP SPRAY HEADS, 17' NOZZLE (FOR ADJ. ARCS, T, TT, TQ, & F HEAD USE NOZZLE 17A) 30 17' - l"I l"'I D I] • HUNTER STRIP PATTERN -L CORNER, R CORNER, SIDE STRIP, END STRIP, & CENTER STRIP 30 5'x30', 5'x15' ® BRASS GATE VALVE -RuB Ball Valve -Model S95F43 (Round Handle)-SIZE TO FIT MAINLINE - I BFPI BACKFLOW ASSEMBLY -FEBCO 850 (SIZE TO MATCH METER) §® AUTOMATIC CONTROL VALVE, HUNTER PGV, SEE VALVE KEY --- El 2 -2" WATER METER (BY OTHERS -COORDINATE POC WITH CONSTRUCTION MANAGER) ® QUICK COUPLER -HUNTER HQ-44-LRC-AW () RAIN SENSOR -HUNTER RAIN-CLIK-WIRELESS RAIN SENSOR (WRC-INT) OR EQUAL, SEE GENERAL NOTE C (3) [!I CONTROLLERS "a" & "b" -HUNTER ICC 48 ZONE -ICC800PL (M=METAL, SS=STAINLESS STEEL, PL= PLASTIC) CLASS 200 PVC LATERAL LINE PIPING, SIZE PER PLAN -------------2" SCHEDULE 40 PVC MAIN LINE -------- ------CLASS 200 PVC SLEEVE 2X PIPE DIAMETER, 4" MIN. Not Shown #14 AWG TYPE UF CONTROL WIRE, RED= SIGNAL, WHITE= COMMON, ORANGE= SPARE DRIP IRRIGATION EQUIPMENT SCHEDULE SYMBOL DESCRIPTION I P.S.I. GPH HUNTER DRIP LINE -PLD-04-12 (12" EMITTER SPACING x 12" ROW SPACING) 15-50 .40 HUNTER DRIP LINE -PLD-04-18 (18" EMITIER SPACING x 18" ROW SPACING) 15-50 .40 HUNTER DRIP LINE -BLANK TUBING (HEADER) -PDL-BLNK-18 ~ --' -1" CLASS 200 PVC SUB-MAIN LINE (FOR DISTRIBUTION TO HEADERS) --------------- @ AIRNACUUM RELIEF VALVE (PLACED AT HIGH POINT OF ZONE) D® LINE FLUSHING VALVE @ DRIP ZONE CONTROL KIT -PCZ-101-40 (INCLUDES CONTROL VALVE, 40 PSI PRESSURE REGULATOR & FILTER) NOTE: DESIGN ASSUMES 50 PSI STATIC WATER PRESSURE AT POINT OF CONNECTION AND 30 PSI DESIGNED PRESSURE DO NOT ALLOW VAULT TO REST ON PIPE. _,,--------------------FLUSH WITH FINISH GRADE ~--------------DOUBLE CHECK VALVE FEBCO 850 (MATCH ---==---~----------,-;--------------;c__------METER SIZE) ----------\\-----QUICK COUPLER VALVE -------\\----MASTER VALVE ~ NBS PRO SERIES VALVE BOX OR APPROVED / EQUAL. SIZE & QUANTITY AS REQUIRED FLOW ~d, D UNION, TYPICAL \~----GATE VALVE FROM METER D ~------DRAIN ROCK, 6" DEPTH THROUGHOUT NOTES; 1. DO NOT ALLOW VAULT TO REST ON PIPE. 2. USE MANUFACTURERS VALVE BOX EXTENSIONS AS NECESSARY 3. PROVIDE 2 CUBIC FOOT DRAIN ROCK SUIMP IN EACH VAULT. VALVE KEYS VAL VE KEY "A" VALVE KEY "B" w w > w :;; ...J ;; t:, 0.. (JJ (!) > w :;; ...J ;; t:, ' a. (JJ (!) 1a 1.5" 32 Max. 1a 1.5" 32 Max. 2a 1.5" 32 Max. 2a 1.5" 32 Max. -------- 3a 1.5 11 32 Max. 3a 1.511 32 Max. 4a 1.5" 32 Max. 4a 1.511 32 Max. 5a 1.511 32 Max. 5a 1.5 11 . 32 Max. 6a 1.5" 32 Max. 6a 1.5" 32 Max. 7a 1.5" 32 Max. 7a 1.5" 32 Max. Ba 1.5" 32 Max. Ba 1.5" : 32 Max. ' 9a 1.5" 32 Max. 9a 1.5" 32 Max. ---- 10a 1.5" 32 Max. 10a 1.5" 32 Max. 11a 1.511 32 Max. 11a 1.5 11 i 32 Max. .. 12a 1.5" 32 Max. 12a 1.5 11 32 Max. 13a 1.5" 32 Max. 13a 1.5" 32 Max. 14a 1.5" 32 Max. 14a 1.5" 32 Max. ~- 15a 1.5" 32 Max. 15a 1.5" 32 Max. 16a 1.5" 32 Max. 16a 1.5 11 32 Max. ------------ 17a 1.511 32 Max. 17a 1.5 .. , 32 Max. ' 18a 1.5" 32 Max. 18a 1.5" 32 Max. 19a 1.5" 32 Max. 19a 1.5" 32 Max. ' 20a 1.5" 32 Max. 20a 1.5" 32 Max. 21a 1.5" 32 Max. 21a 1.5" 32 Max. --------- 22a 1.5" 32 Max. 22a 1.5" 32 Max. . ' 23a 1.5" 32 Max. -- 23a 1.5" 132 Max. 24a 1.5" 32 Max. 24a 1.5" 32 Max. 25a 1.5" 32 Max. 25a 1.5" 32 Max. 26a 1.5" 32 Max. 26a 1.5" i 32 Max. ----- 27a 1.5" 32 Max. 27a 1.5" 32 Max. 28a 1.511 32 Max. 28a 1.5" 32 Max. ---------- 29a 1.5" 32 Max. 29a 30a 1.5" 32 Max. 30a 31a 1.5" 32 Max. 31a 32a 1.5" 32 Max. 32a 33a 1.5" 32 Max. 33a 34a 1.5" 32 Max. 34a 35a 1.5" 32 Max. 35a 36a 1.5" 32 Max. 36a 37a 1.5" 32 Max. 37a 38a 1.5" 32 Max. 38a 39a 1.5" 32 Max. 39a 40a 1.5" 32 Max. 40a 41a 1.5" 32 Max. 41a ---- 42a 1.5" 32 Max. 42a 43a 1.5" 32 Max. 43a 44a 1.5" 32 Max. 44a ~-------AUTOMATIC CONTROL VALVE-SEE SCHEDULE FOR MANUFACTURER AND SIZING ~----UNION, TYPICAL .----FLUSH W/ FINISH GRADE 11-----NBS PRO SERIES VALVE BOX OR APPROVED EQUAL.VAULT TO EXTEND MIN. 6" BELOW 1.5" 1.511 1.5" 1.5" 1.5" 1.5" 1.5" - 1.5" 1.5" 1.5" 1.5" 1.5" 1.5" 1.5" 1.5" 1.5" VALVE. USE EXTENSIONS AS NECESSARY.TWO VALVES PER VAULT MAXIMUM --SCH 80 PVC NIPPLE, TYP. PVC 90 ELBOW S x TH MAIN LINE 32 Max. 32 Max. -- i 32 Max. 32 Max. 32 Max. - 32 Max. 32 Max. -~ 32 Max. 32 Max. 32 Max. 32 Max. 1 32 Max. 32 Max. - 32 Max. ' 32 Max. j 32 Max. 24" Main Assembly Control Valve Assembly (Not To Scale) (Not To Scale) 2"CLEAR IRRIGATION NOTES GENERAL NOTES A. IRRIGATION DESIGN ASSUMES XX PSI STATIC WATER PRESSURE IS AVAILABLE ON SITE. VERIFY STATIC WATER PRESSURE IN FIELD PRIOR TO CONSTRUCTION. NOTIFY LANDSCAPE ARCHITECT IF STATIC WATER PRESSURE IS LESS THAN 55 PSI. IRRIGATION DESIGN IS BASED ON 30 PSI. B. USE 4" POP-UP HEADS WITHIN ALL LAWN AREAS AND 6" POP-UP HEADS WITHIN ALL SHRUB AREAS. 12" POP-UP HEADS ARE OPTIONAL IN SHRUB BEDS WITH OWNERS REQUEST. C. RAIN SENSOR TO BE INSTALLED ON SOUTH OR WEST SIDE OF BUILDING, AT A MINIMUM OF 8 FEET ABOVE GRADE WHERE SENSOR IS FREE FROM VANDALISM, TREE CANOPIES, BUILDING OVER HANGS OR OTHER STRUCTURAL/ NATURAL RAIN IMPEDIMENTS. COORDINATE LOCATION WITH CONSTRUCTION MANAGER. IRRIGATION NOTES 1. PLAN JS DIAGRAMMATIC. VERIFY LOCATION OF STRUCTURES, UTILITIES AND OTHER SITE ELEMENTS PRIOR TO COMMENCING WORK. NOTIFY PROJECT MANAGER OF ANY CONFLICTS. 2. CONTRACTOR TO TEST EXISTING WATER PRESSURE AN PROVIDE WRITIEN REPORT TO PROJECT MANAGER PRIOR TO COMMENCING WORK . 3. REVIEW ALL IRRIGATION DETAILS PRIOR TO COMMENCING WORK. 4. REFER TO EQUIPMENT SCHEDULE FOR ALL IRRIGATION HEAD TYPES AND EQUIPMENT. 5. PROVIDE 2 (TWO) SPARE WIRES FROM THE CONTROLLER TO THE FURTHEST VALVE LOCATIONS FOR FUTURE EXPANSION. 6. STAKE ALL VALVE BOX LOCATIONS FOR APPROVAL 7. SET VALVE BOXES SQUARE TO ADJACENT BUILDING, CURB OR PAVING. 8. ALL IRRIGATION UNDER ROADS, WALKS, PARKING AREAS OR OTHER PAVED SURFACES SHALL BE SLEEVED. SLEEVES SHALL BE 2 (TWO) TIMES THE DIAMETER OF THE INSERTED PIPE OR AS INDICATED. 9. ALL PIPING IS DIAGRAMMATIC. PIPING SHOWN WITHIN PAVING OR ADJACENT/ PARALLEL TO PLANTED AREAS ARE INTENDED TO BE PLACED WITHIN PLANTING BEDS WHERE POSSIBLE. ALL MATERIAL TO BE INSTALLED ON OWNER'S PROPERTY. 10. MAKE ANY AND ALL REQUIRED ADJUSTMENTS TO THE IRRIGATION PLAN TO ASSURE COMPLETE AN ADEQUATE COVERAGE WITH MINIMUM OVER SPRAY. 11. WHEN SLEEVING, PIPING OR HEAD LAYOUT IS REQUIRED IN R.O.W., CONTRACTOR TO COORDINATE LOCATION WITH THE PROJECT ENGINEER PRIOR TO CONSTRUCTION. INDICATE'EXACT LOCATION OF SLEEVES AND PIPING ON THE AS-BUILT DRAWINGS. '. 12. PLACE TRACE WIRE ON ALL IRRIGATION PIPING AT OWNER'S REQUEST. 13. LATERAL LINE SHALL HAVE MINIMUM 12" OF COVER AND MAINLINES A MINIMUM OF 18" COVER 14. PROVIDE MANUAL DRAINS AT ALL LOW POINT ON THE MAIN LINE AND RECORD ACCURATELY ON AS-BUILT DRAWINGS. 15. LOCATE IRRIGATION BACK-FLOW PREVENTOR DOWN-STREAM OF SITE WATER METER (WATER METER BY OTHERS). VERIFY LOCATION WITH PROJECT MANAGER PRIOR TO COMMENCING WORK. 16. COORDINATE LOCATION OF CONTROLLER WITH PROJECT MANAGER. INSTALL CONTROLLER AT 60" ABOVE (FINISH FLOOR/ FINISH GRADE) ON EXTERIOR WALL OF (BUILDING). PROVIDE A 110 GFI POWER OUTLET AT CONTROLLER LOCATION FOR POWER SUPPLY. PROVIDE CONDUIT FROM IRRIGATION CONTROLLER LOCATION TO OUTSIDE PLANTING BED. FLAG ALL LOCATIONS. SIZE PIPING AS FOLLOWS: 0 -8 GPM = 3/4" PIPE 9-16 GPM = 1" PIPE 17-24 GPM = 1 1/4" PIPE 25 -32 GPM = 1 1/2" PIPE 33 -50 GPM = 2" PIPE FLUSH W/ FINISH GRADE CARSON STANDARD VAULT OR EQUAL QUICK COUPLER SS HOSE CLAMP (3) SCH 80 PVC NIPPLE BRASS ST. ELL & 90%%127 ELL SCH 80 PVC NIPPLE, 12" LENGTH ~T-- 12" MIN. /SPRAY OR BUBBLER NOZZLE / FLUSH W/ FINISH GRADE NOZZLE & BODY PER SCHEDULE AND PLAN. USE BOTTOM INLET ONLY (2) 1/2" MARLEX ST. ELL 90 BRASS TT 90 AND 3" LENGTH SCH 80 PVC NIPPLE STEEL 'T' FENCE POST, 36" LENGTH MAIN LINE SCH 80 PVC NIPPLE, MIN 8" LENGTH 1/2" MARLEX STREET ELL 90 l~~t=J \ -\___SCH 80 PVC FITINGS, TYP. \_ CL 200 PVC LATERAL, TYP. SIZE AS INDICATED ON PLAN Quick Coupler Pop-up Head (Not To Scale) (Not To Scale) V') ....J -~ u..J 0 o(j V') u..J ~ 0 z • V') u..J ....J :J 0 u..J :c u V') • ~ ~ - No. 0 ::, 0.. Ci ~ C: ·-E ·--Q.) ,_ 0.. VJ C: 0 E E 0 u ~ 0 0 ,_ ...a -0 -Q.) ·-u... RC:VISION Date u --l --l Cl') C 0 E E 0 u ..::.:: 0 0 ,_ ..0 -0 -<1) ·-u.. !RECEIVE[b AUG 1 5 2013 ~ ~ C ::l 0 u e.o C Q C: 0 -C: <U ~ UJ Vl <U ::l C <U < .c -00 0 -'---0 -"" u 0 co 0 0 r:::: By __ ..;-___ , iCITY Of RENTOi~ AS INDICATED Designer MFW Sheet No. IR-5 Projec Manager MFW l'rinciKBR of 5 Sheets Llote 25 une 2013 Phase Final PUD Submittal #I l'ro[m No. 11031 Tree Retention Legend NOTE: CRITIAL AREA TREES 0 0 0 EXISTING CRITICAL AREA TREES TO REMAIN DEAD, DISEASED, DYING OR DANGEROUS TREES LOCATED IN CRITICAL AREAS TREES IN EXISTING CRITICAL AREAS TO BE REMOVED OR POTENTIALLY EFFECTED BY WETLAND CREATION ACTIVITY (Trees on east portion of property only) DEVELOPABLE AREA TREES 0 0 0 DEAD, DISEASED, DYING OR DANGEROUS TREES -TO BE REMOVED EXISTING VIABLE TREES TO BE REMOVED -LOCATED ON DEVELOPABLE PORTION OF SITE EXISTING VIABLE TREES IN ROW TO BE REMOVED -LOCATED 01 DEVELOPABLE PORTION OF SITE EXISTING VIABLE TREES TO REMAIN AFTER CONSTRUCITON 2061 POINTS-;· ,\423.36 20.15.M TREE NUMBER TREE ELEVATION TREE CALIPER & SPECIES SPECIES: A or AL -Alder COT -Cottonwood F -Fir HEM -Hemlock M -Maple MCCLUSTER -Multi-Trunk Maple POP-Poplar TREES LOCATED IN THE THREE WETLANDS TO BE FILLED ( 'D', 'E' AND F') WERE NOT CALCULATED AS "CRITICAL AREAS" TREES. TREES WERE CALCULATED AS VIABLE OR DEAD, DISEASED, DYING OR DANGEROUS -SEE PLAN FOR TREE DESIGNATIONS. Tree Retention Calculations \-·-~i! \__ / . . i; :; Cf) Ii i/ ;i ,, j/ ' ,. "" I .,Jp;../J ! :l . /i .i r.--~ 1. Total Number of Trees and Condition over 6" on Project Site per Arborist Report 'r .. ';'l)'/4 (Greenforest Inc., dated Sept. 8, 2011) = 786 Total Trees >--'\. fl ' ' r I ~a. Deductions for Existing Trees in Developable Area of Site: Dead, Diseased, Dangerous or Dying= 151 Located in Proposed ROW= 18 TOTAL= 169 2b. In Critical Areas: Viable Trees in Critical Areas to Remain = 102 Trees that will be Removed per Wetland Creation as shown on plan per DR Strong Variance Request (but are not deducted in these calculations = (24) Dead, Diseased, Dangerous or Dying Trees pre Wetland Creation = 50 (-9 Trees Removed for Wetland Creation = 41 Total DDD Trees Remaining) TOTAL= 152 Total Number of Excluded Trees = 321 3. Subtract line 2 from line 1 = 465 Viable Trees on Site 4. Retained trees calculation: .1 x 465 = 46.5 Viable Trees Required to be Retained 5. Number of Existing Viable Trees to be Retained = 40 6. Trees to be Replaced = 7 7. Caliper inches Required = 84" 8. Number of 2" Replacement Trees Required = 42 Conclusion: Over (100) 2" Caliper trees are proposed for this project site as street trees, parking lot trees, accent plantings and open space trees. This total is above and beyond what is proposed in the wetland areas. ·[ I :r I ll l ! ... \_. -· I i i '1 t _J i 1 I ---. j Tree Inventory Plan -West ) ____ _ C ' ' I ,.;1J.&4-1495 '·, · c15.1~ i---· --·r--· ·· ... 8.8.COT \'··c-···-·,·\-H 11 ·, !-------. i j . 414.39 ('['j•l>i 1892 1 .. _/12.12.cc..-r.Lt:~r 1891 r +1•.1• 1···«--8,8.COT I _ __ J .,~::.. ~···r .J .·~"·---------I 1 --___ / ; • i14,29 ...... __ 11!8j1(''~1J,71 ·/MCOT : r .... :10.e.cor S:'' •. , --"r) '• 1029 -! ... ,._-;_,· ·/ '. ' ·' // I // !,1 // 1.510 i I I ' . i.1669 -····,1511 ,.~c-+--, 11 • -, 1'4. i ,;M18.D9---.·-' '' i2. COTc./}2.18.COT - ./ ' . ,.,-',f'UM6 f -f 1849 1 ___ '."'fo:--·~o.08' , _, +20.84 Ii EXISTING TREE TO BE REMOVED 1527 ( i j-'"• .,1540 {1.9,84 •.' · f20.7" _.,..,o,7.LAURE!..,24.12.M D /---------L 1528t / , ";/'' I r,_,20.oe . {19.iJ·~·L>fJREL ,12.1~.COT i _/~- ( ' , .... ----··--~ ---~ ____ _I ' 15-18 ,---' ' '. ' · <23.47 '·, '12.16.COT ·.1547 · "(,23.SJ . ·-. -2.0.8.W .- >~ ?2.11.cor. v.,'1-6 ' !' ' ' i ! ri ~ 1512 _ / .------·-·-·s. ' ·-< / I! 1505 J< (1i12 -r:.,.15.15.COT_ __ ~ 1~.20.~T .. , -\ ,, __ ",\! ----1..-...... -.... j ! I I i -/~ ',,,..,'8.10.COT .' .': ' .. n i-.. ! !1.L.::.7"(,.tG,~ol!i06.. ... ,./ ! 11 I 1111 ! ,. '"JQ.9.~.,.a I ' i l, .... .,, >,-s,•,I0.1Q.CQf I'··~ L..,,,\,cr&S,CQT-- ! / __ ,. ,,1507 ,:: · ~16.97 . f15.57 J-.... a.a.cot ' 1503 · ... '10.9.COT _ ~--_.~16,78.-, ;"15()9 ___ : _; .l-10.,1.~,-~<i-17·15 ___ 1 1'51JB ,~~.6.~ , I . l_j ___ !__! 1 i '· 1S45 -,,, ____ ·-·'-\.i,. ... '. f20,20 ,1·,.__,_,..,(0.9.AL; -/ ____ ..J '' ,,,.,-/. ~ , ~18.82 , 1 ' JI0,11.',0T ! \ _, / EXISTING VIABLE TREE TO REMAIN -"-"•··-·--·-··' DRIP LINE OF EXISTING TREE TO REMAIN 151re ( < I I I I I I I ... l - _.' . SCALE: 1 "=20'-0" !--I I I 0 10' 20' 40' 11 i ! ' is i ii . ' . . ii i' 'I ii I 1 , I .. : i '. '' z :s 0- ~ 0 ~ z UJ > z - ·-E ·--cu 1.- 0... V, i:::: 0 E E 0 u ...:.:::: 0 0 1.-...c "U -·-u.. . ..... -·-----·. ..-. ·! Rt\/lSIO~i ~Jo. Dute :.:iv --~---· -·---·----~i \----- .. ----T-----4 .. i ---~~r---·-~ -~ECFlVEDi--I :-------------r---... --. I '' ! AUGil2013 I - , • -drrv OF R!:Nroit-- 1 i I PLANNING DIVISION_ j_ '·, ,-·,·· \-'.,·n~c, 1Vil·W . 'KIJR Sheet No ' ,;,;25Jt;;1C 2013 of 4 s1,ec1, ' I . ·--·----·--·---·-· . ,,,.,Final IJUD S<1b111iltal I', ,., . ' ii .i •I '}i C,i j ,, ! I ,, I I I I I EXISTING DEAD, DISEASED, DYING OR DANGEROUS TREE TO BE REMOVED ------------------------------1'-----------------------·------- .1655 -52 MCLUS1ER 111 i 1: ' ..... 1.762 / '124.38,' ·(4.7.M.: / I I -··-- I \ I ... Tree Inventory Plan ( -Mid i ______ .~ " --- ,···-2424 ( · ~28.09 ···~,.Jl6.8.M EXISTING VIABLE TREE TO REMAIN ], _______ . ,., ---,-,:· -~ I -: :-~-' i ! ·-·,> . .l; ••..•. j 2418 ,,r, • \ • ,;26,77 ··., 112.8.M ,. ' ' I ;,_ ("',.2413 ;21.69 '-.,..il5.10.M I L':=_------~, Ill I I I ~------Tree Retention Legend I I I I I CRITIAL AREA TREES 0 0 0 EXISTING CRITICAL AREA TREES TO REMAIN DEAD, DISEASED, DYING OR DANGEROUS TREES LOCATED IN CRITICAL AREAS TREES IN EXISTING CRITICAL AREAS TO BE REMOVED OR POTENTIALLY EFFECTED BY WETLAND CREATION ACTIVITY (Trees on east portion of property only) DEVELOPABLE AREA TREES 0 0 DEAD, DISEASED, DYING OR DANGEROUS TREES -TO BE REMOVED EXISTING VIABLE TREES TO BE REMOVED -LOCATED ON DEVELOPABLE PORTION OF SITE ' I I i I I; i: I: I I 1 '' I I 0 EXISTING VIABLE TREES IN Row TO BE REMOVED -LOCATED oN i DEVELOPABLE PORTION OF SITE i , ii i I I; 0 EXISTING VIABLE TREES TO REMAIN AFTER CONSTRUCITON POINTS-!-· 2061 423.36 20.15.M 0 TREE NUMBER TREE ELEVATION TREE CALIPER & SPECIE1I SPECIES: A or AL -Alder COT -Cottonwood F -Fir HEM -Hemlock M -Maple MCCLUSTER -Multi-Trunk Maple POP -Poplar SCALE: 1"=20'-0" 10' 20' 40' 0 I I i; I' -~ '' !z I :s I 0- ~ 0 1--z UJ > z - ·--<l.) l-o.. Vl c:: 0 E E 0 u ..::.::: 0 0 l-..c '""O -<l.) ·- FZL.ViS.0\ 0 .. n -u . >fo_ ,-, I .. , \/ ' I " _,___ __ -i Dale ' r-----·--, ' !--------------------------~ ' ~I··"" I -~ECEI\JEU1--i T AUG 15 2013 -~---~ I~ _J __ ~J §Ty OF RENTON! _ _I E'lAl'JtJ)NG DIVISION 1 .. er Shed i\n o! 4 \f>r~:h f-inal PLID SubmiUal #i __ ·' Tree Retention Legend CRITIAL AREA TREES ,. ,, ·' 0 0 0 EXISTING CRITICAL AREA TREES TO REMAIN DEAD, DISEASED, DYING OR DANGEROUS TREES LOCATED IN CRITICAL AREAS TREES IN EXISTING CRITICAL AREAS TO BE REMOVED OR POTENTIALLY EFFECTED BY WETLAND CREATION ACTIVITY (Trees on east portion of property only) DEVELOPABLE AREA TREES 0 0 0 0 DEAD, DISEASED, DYING OR DANGEROUS TREES -TO BE REMOVED EXISTING VIABLE TREES TO BE REMOVED -LOCATED ON DEVELOPABLE PORTION OF SITE EXISTING VIABLE TREES IN ROW TO BE REMOVED -LOCATED ON DEVELOPABLE PORTION OF SITE EXISTING VIABLE TREES TO REMAIN AFTER CONSTRUCITON 2061 POINTS-'-· /423.36 . 20.15.M TREE NUMBER TREE ELEVATION TREE CALIPER & SPECIES SPECIES: A or AL -Alder COT -Cottonwood F -Fir HEM -Hemlock M -Maple MCCLUSTER -Multi-Trunk Maple POP -Poplar !I I I I ----=----------------------------------------1 I I I I I 23991 (. 4.82 .18.AL \ \ \ ~ .I ,// 2389 Q ~e . 1~~~ ./ "~'" ,.---., , ;j<"C __ .,.-.•• ,\/Jm. .. ,·,,_,2407 ' . ~-11.~ . _ _.a.6.AL ,,,, 2366 ' · ~14.48 .-J0.20.M 2385 Q 4.39 6.AL ·;,n ·•. MCCI.US1ER .._,s.oi-- ·12JetM 0 2372 16.63 2.10.A EXISTING DEAD, DISEASl=D, DYING OR DANGEROUS TREE TO REMAIN IN CRITICAL AREA /// ·' , ... _2331 1'13.34 MCCLUSTER EXISTING TREES TO REMAIN ---"~-· SCALE: 1 "=20'-0" 40' 0 10· 20' Tree Inventory Plan East (Wetland) - EXISTING VIABLE TREE TO REMAIN IN CRITICAL AREA 2281 2282 --.. -_---------------::~::8::c7-,-. -/---f-·-------IC.J.v.~s-Em~.~T. (~-T . -1 ! C, · ,2288 · l-08.30 12.6.COT 2280 ' . , . .,, · ~,07;50 .. ,g-4.18.00T .69 (~ 2279 · 4.8.AL <' ·-22;:~ ; · ~-OIU-2 t0.6.AL. 2254 2252 ( '~~06 .42 } • , •18.1 71 ('J.. 2155 ' \ r, ~:OS.90 ~ '· <1.6.AL \' ~51 ,, -._ it.JT.47 .·IOll>AlJ9c, .···~.e• :10.DJ •< ' + ( \1¥1·•:-11 1·-J+ PR".°J~WP T"i'} ., ' 2271 V ,24 .. e.p \ 2200· , -42.40,COT \ ..... \, \ . 2180 _,.,·,,_ / ,, • ,, ,f., .·-54 '··-,io.;4.M ·~· .•. ,, \\'::-t.. \ i, "r_i" .A:;:E} {", ,,-., r ~ . 'Iil-~hfr,J PFi 1J=.,EP1 ·· ·, _,,.."2309 •!, ; ·-V ~.()6,0() '<., __ •• a.6.COT -~-'+" ' • ·, 2273 : 'f' ..;:06,28' .,',,.-/:1,7.0 "-' o/ ·v ' ., ,.(.-C - u.J u.J !I~ '' Ii~ ii i 1-·----.-- ·-E ·--cu I- C.. V) C 0 E E 0 u ~ 0 0 1,..,, ..0 -c, -cu ·-u... F~EVISIUr,J u u ... , L~~~? ______ ----------Dcte ____ [3z __ _J : I : ----~-~ ----F----1 • ' i ----------· i--------------I . ! · RECEIVaD : ~ -----:--------I ; AUG152013 ' , I I -! -crrY-OF i!i1-iloN - PLA.Nr:l!~c;_o1v1s1EN _ r- 1·,,,. _,,_ i I" ,, 20' O' r-----------·-·--. -- Ut .• ;,,·.cr I MFW !--------------·------' P•"!n .\1_,,,:,~c· MfVV 1·•,;~mt- (J,il, ! ,r ]'!Pf 7 ()1' ; .. ____ £ ·.:!.,. --~-:. :: .. ::. .. ... ) Shcc! No. [:un~l l'LID)uhmitt31 #I · ,••n,c," /.;,_ !!(HI --,, ___ ----...... _ ...... " I I= I --1 I l ) " J Tree Retention Legend CRITIAL AREA TREES 0 EXISTING CRITICAL AREA TREES TO REMAIN 0 DEAD, DISEASED, DYING OR DANGEROUS TREES LOCATED IN CRITICAL AREAS 0 TREES IN EXISTING CRITICAL AREAS TO BE REMOVED OR POTENTIALLY EFFECTED BY WETLAND CREATION ACTIVITY (Trees on east portion of property only) DEVELOPABLE AREA TREES -, 0 .! < 0 \ 2t ()f' 0 __ ,,,,,--,. 0 ProvidD i\~ifL 4'-·0"' Hinh Protedlw:> fvit~sh DEAD, DISEASED, DYING OR DANGEROUS TREES -TO BE REMOVED EXISTING VIABLE TREES TO BE REMOVED -LOCATED ON DEVELOPABLE PORTION OF SITE EXISTING VIABLE TREES IN ROW TO BE REMOVED -LOCATED ON DEVELOPABLE PORTION OF SITE EXISTING VIABLE TREES TO REMAIN AFTER CONSTRUCITON 2061 POINTS-~ · ;423.36 '20.15.M TREE NUMBER TREE ELEVATION TREE CALIPER & SPECIES SPECIES: A or AL -Alder COT -Cottonwood F -Fir HEM -Hemlock M -Maple MCCLUSTER -Multi-Trunk Maple POP -Poplar ·f" , · .1·...'; * ;, :-;; ~:~,f 1W~i .. J~~!J __ FBnce f\nd Suppo1i VVith Wood Pust~; At Drlptirn:-: Of Fxistlnn T(ecs f\nd VHgctatlon !n Areas \Nhen:J Construdio11 /\ctivily May Cttr'iS lnto Driplino, PiaCEJ 6" Of Mecti~im :3iz.e VVor._id (>iiµ:> And CovHr With A Metal Plate fo Be PmtecteJ During Gon;3fructiun " ~._,r • •• t I Tree Protection Notes City of Renton 4-4-130 Tree Retention and Land Clearing Regulations - Before and During Development. All trees and tree stands proposed for retention and supplemental tree plantings shall be protected before and during site development and construction through adherence to the following requirements: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. A tree protection area shall be designed to protect each tree or tree stand during site development and construction. The tree protection areas shall conform to the approved tree conservation plan or affidavit. Tree protection areas may vary widely in shape, but must extend a minimum of three feet beyond the existing tree canopy area along the outer edge of the tree stand, unless otherwise approved by the City of Renton. Tree protection areas shall be added and clearly labeled on all applicable site development, plats, and construction drawings, submitted to the City of Renton. Temporary fencing shall be erected along the outer edge and completely surrounding the tree protection area. Fences shall be constructed of chain link and at least four feet high, unless the City of Renton authorizes another type of fencing. The fencing shall be posted with signage clearing identifying the tree protection area. The fencing shall be maintained and in place until the City of Renton authorizes its removal. No clearing, grading, filling, or other development activities shall occur within the tree protection area, except where approved in advance by the City of Renton and noted in the tree conservation plan. No vehicles, construction materials, fuel, or other materials shall be placed in tree protection areas. Movement of any vehicles within tree protection areas shall be prohibited. No nails, rope, cable, signs, or fencing shall be attached to any tree proposed for retention. If the grade level around a tree is to be raised, a dry rock wall or rock well shall be constructed around the tree. The diameter of this wall or well must be at least equal to the diameter of the tree plus an additional 5 feet. The grade level around the tree may not be lowered within the greater of: (1) the area defined by the drip line of the tree at lime of development; or (2) an area around the tree equal to 1 foot in diameter for each 1 inch of tree diameter as measured 1 foot above pre-existing grade at time of development, unless a registered landscape architect, certified arborist or certified nursery professional determines that the long term health of the tree will not be significantly harmed. Trenching and other activities within or adjacent to tree conservation areas that may cut or damage the roots of trees proposed for retention shall be prohibited unless recommended by a professional forester, certified arborist or licensed landscape architect, and approved by City of Renton. When such activities are permitted, at a minimum the following requirements shall be adhered to: a. Before backfilling, roots over one inch in diameter shall be cut cleanly to remove any ripped or jagged edges that may be present. b. Exposed roots shall be covered with burlap or other similar material and shall be sprinkled or otherwise kept damp until backfilling is complete. The City of Renton may approve the use of alternate tree protection techniques if the trees will be protected to an equal or greater degree than provided by this Chapter. (See City of Renton 4-4-130 Tree Retention and Land Clearing Regulations for more information regarding tree protection.) 8488 ,I w ~ ' ·-. --. 0 (~ -e .. _8526 <31.27 '-,. ,;2.0-16.M / ,(~1·--, .. . 11 .\.25 ... '/ ' .a-e.M I 8520 ' . ' l \_ ~27.88 I , ··,~-·50-12.12.1f24.M I I .}l579 . i.,o.72 .-16~14.M -- ( -.ij.J0.77 ~17 I f 8530 i 8531 i (·"41.Zi"~, 55 ----... ~,,.f'2..!r,M,22..:26.M L. I I I I r 1----.l.-1 ,. .1 I ! ' " 8555 __ . ...._ . ' ( · +27.69 ;-----··--1 .. ,,30-12.14.18.M / ' r·--·-·-----1 ~---.... .1 f27-72 .. ,1. •...__, -JB~-60,lllr , -:_ , 427.25 1 ~.~.!16-10.17.M/ i ~-· L 8515 { ./ ~,' 26.81 J '·-t' 6-14.M ' i i 1---..... ---_J... ______ _ J\I 1--__ j .,·c.\8513 • i -: · 426.80 j ,--·---------· . -! ·-~--~24-10.12.16.M ! / I ! EXISTING ~REE TP BE ~EMO'{ED ·-...C_s'. 40-20.20.22.22.M ii ,_; " I . i8812 ir.)21.97 ' ---124-8.9.14.20.M {25.49 · . -,24-2"4.M _ ----=+20·--· -. .-~8807 ·-··426 .... ---. _ ··=8590 \ . -, \ i -1 ', -; I / ,,' I I I j I 8511 er\ I I I 1,2-4,2J -/ --18-24.M ·-. 58 24.M ..,;...-±~!'1-.. ... ---------...:.:.:::_ _________ --"--=:.,;:ii~:ta&--:=-::----..1\""".,"'+"•,=s..,2.t;;,:--.' · ,;so.:. 4,26,M ·, __ J3Q-12.14.16,16,M =--.ht----------' Tree Inventory Plan -South // / .. / ,/ ·--------/ ~llllil SCALE: 1 "=20'-0" 0 10' 20' 40' i I ! ! '" '" . ' ii i I '' 11 '. ' z ::5 0- .. > z - UJ UJ ~ l-- : \Jc. 0 ::, 0.. C) ro c::: ·-E ·--(1,) I- 0.. Vl c::: 0 E E 0 u ...::.::: 0 0 I-..a -0 -(1,) ·-LJ.. Jute .-. --r-·-- \,) .,,J , ... 1 -VJ ;;;:; 0 E ... -~ c-c;, { _' ,,j ~ CJ 0 J...., ~J u (),.) ,_._ r, fly ____ L_ . ----· ---~ __ r~~~EIVE(? j AUG152013 brrv OF R!,;NTON ·-I . PLANNING DIVISION-'! ~<Jk .. -1 i I r' ; 20' ·· ff' ! 1----------------······-····--- I· MIW I "-------·---·-· ·-· Sheet i\Jo. i _____ ]SJt1£1t: /Ql} ' . ~, .. ,- . · final PUD Submittul #I ------------- !103! , i:;,~ -c.,, 11.: ,, 4'-311 / &'-12)11 , 21'-3 l/2 11 , , ,, N " r ' Ol ~ ~ V ~ "' ~ .k . s .( 0 _l ~ t5<V -~ 2~ ';::;; " .... - "' =,-f ... 0 i:j 0 !!!~ ~ - 26'-2 11 - ffiP :n -~ mo ill 5ffi t -.... nl .... - 0 ~ ~ .. 0 --m -:;u ==~aa /", ~l ~ D ~ [lo , I •• I >~ ~~ ~-m-f .. ~ mi,- ~ill~ c.< 5 1:1'-IZIU I a a I j i ~ J, r, i; f, ,; \ 1?; -ti,..) ~ -LJ ,.,, l> 0 E " "' ' ~ . ' "' '" ~ ' ~ "-' ~ ~ ' " ' ' 0 h'-11/2 11 , " 5'-911 " ~J!UJ r-,n C: mLV- ::_(J)r ~-fCJ .",11-~r~ -o .. ~)> ~ ~ " -i;; -< J:> z-< = ;; 0 = ::V m z ""M 1--- 0 ~ Cjl. 0 < rr.e r-0 i:15 ~ '.= 5 -. ._,.; zO z () m < m 0 U) ~ ~u 22 =i-f lllj-m ~ ~ -\,.J ,.,, tJJ = qi II !, 3'-2 112 11 , G\ )> mi mm ~\)) -. ~ mi mm 1.-4'-ly ~ "'3 , G\ )> mi mm !?;-,.,, ELECTl<ICAL. METERe • DRY UTIL.ITIES 24'-4112 11 ISSUED b/2(!)/13 DATE NO. REVI ~ION FILENAME .dwg ,,, ... ,,Dl'8ci!l,y= D:\? • I --.... ~ ~ ~ 0 ,,, 0 .A -~-!~a , -~ ti =!S'vf I 3~~ ~ O' -· ;=" e__ ,(1 ' ~~ -<( ""-/ - ,--,. o10 I C_ ~N I ~ 001 I I I •X ~= ( I\ ( ~ ~'' ~"' ~',,; I ~~g , . 18'-4 11 , ' .. , -,, h&'-e 112 11 6UILDING A 6UILDING FLANS = = ', J L.: C ,;; z =,- ffij ~ ~ .. ~ C, l> -I>,. ,, ' ' -0 r ..... --14•:.2 11 3'~1" ' FIELDBROOK COMMONS RENTON, WASHINGTON ' • ' ' ' L.: 0 ' r: ~ ' • ~ ' " ' " ;: i:j ' • "?. • ~ , d • ' ili il • oi ' • " ~ ~ ' ' • .. ;; ~ ' \ _..cY, ·-, ' ,7 -IZI~ I, 4•.311 ,, 1:.1 2&'-411 ~ .... ·r----" . -. "'' "' -1 ,~ - ! . ".I(; I ... ~ . ' ~ ~-~ .' ---.. ,, ~ :: ~ ~ fj=F~, ' 0 L -~=i ., : D /' /'/'-~:~ ' ' --~ . 1 -< • ~ ~ VL 1 wrru ===rr=1=dl' i=i =-0 -C 111 m~"-3 '"" 0 · sL L ~~ e w======-, , ~ f lllol 11 ~ i .J '\ ' 1 • I ' ··~·I C .----.... • C --, !~~ X ~ ";; 1 ;... cc ' ' . z ... ~-t ~ ~ L C _, _/~ "' • ~ () Q -i ,_,.,·~ . ; ' ~ L ~ a " ~· ~ ~ " r ,.. , ' \. ,r ~=~----t---j----1 ~ r - r---L··-,2!"' I . i O ~ / ' -/ r 1 -'"'\ "-" • . -o,'-o ; , ~ ~ s. 010 .. / 2 ~ - ' ••• " "., Sa ' Ti__J9f====~~~J ~ a ' ~_J_ u Z_ h--/ ===::!::!ii I I I i"V I 'lb !e \/ rnu - S SL .k 2 ~ a al,' -L "' ,--0 ,z a-• ~ ,o a=, m ?i ...., )< Ill ~ ...., ; ;,~ -;:-,,I\ ;:2 ,; t::~1========~'=i=~-J . . ~ _2~'·ll~1n~·+------,1L___-TTTTTTTJTT"ri=;=;:d. "'·'' . ' ' ----------=="::~ le'-4" ,------_J b&'-e In" ,, 14'·2" 1 ___ _,J, " ~ ~ ~m~ ro-!!1 r ~Oc, .-z_ ~CJ~ 11 •• r1> § ;1l ~ RIEBE & ASSOCIATES,INC. ARCHITECTURE• PLANNING 1123 MAPLE AVENUE SW -SUITE 270 RENTON, WASHINGTON 98057 PH: ( 425)226-5344 FAX: ( 425)226-5344 EMAIL: EDRIEBE@MSN.COM FIELDBROOK COMMONS, u.c 9675 SE 36th ST. SUITE 105 MERCER ISLAND, WASHINGTON 98040 3'-JII , ---c I,, .,,, \)6 \ REG:~;;r.rn,rn, 1 1 ARCHITECT E. DENNIS RIEBE I ' STATE OF WASHINGTON ~ E.Dennis Riebe ARCHITECT ----------------·-------------- '~ - ~ ( ) ( ) i lo n, I ~: II :,. / f O O I I "'--- root II ....... -C2Q :[)9 t lLrN 0 (1 ,DOIX XIDO, II II ~ ~ s '1' "' l):: N UNIT .3e>1 UNIT .3e>6 . UNIT 1TF!: 2C UNIT TTF!: 2C l'iEY ' ' ' ' .. ' °' 1'·6 1/4 11 ,, n·-2 11 ,, !/tl'-)it)II 28 1-611 ,, . , , , 6UILD1NG: 6 THI~ FLOOR FLAN 5CALE, 1/8"•1'-'1>" 13'•1 11 12'-3 ln 11 , , , , ' I ' . UNIT 2e>l UNIT TYF!: 2A V "fl ~ l) 0 , , . 0 lg " II ,-.. \J u \. .1 c:::::J _g 10 II 0 II " I r><IDJ ' !:: 1001 C " ) '"" oo no r--' - ) 11 1n n1 I II 10 01 I b....l / o~ Do -- f"\00 (l f'L_ = ~ 0 0 (1 ====11-----,, DOIX ~ C 11\J LJ11---cl1 UNIT 2e>1 UNIT 1TF!: 2C a, ' ~ a, ~ i:!~,----1----L!:=c:====,I -' L!:=:c:::===::i=,I ' °' ' .. ' °' ' l!Z1 1-10 11 W-2 11 , 1'-6 1/4 11 !1'-211 , , , 4•.211 13 1-1• 10'-411 12'-3 1/2 11 8'-12)11 14 1-611 , , , ~ @ ul :J L: '. ' I' I' L; ' ~ UNIT le>l UNIT le>2 UNIT TYF!: 2A l.NIT 1TF!: 3A I' '----1TF!: A ACCE&S16LE ~ 14'-6" 1e·-ei11 , , UNIT 2e>2 UNIT 1TF!: 3A II f'\:: rv-7 = "' L/ I C 0 0 \ II v X ~ -l) 01 JO o ~ 0 0 Oc, ~ ~ ) ( ) 10 UNIT 2e>6 UNIT 1TF!: 2C lsl:Y 6UILD1NG: 6 5ECOND FLO~ FLAN SCALE: l/8 11 =1'-0 11 10'-kV 23'-2 1/411 , . 138'-1 11 138' 111 . 181-811 , ':1'-811 , 8'-12)11 ,, ~·-, In' , , .He II II II , ' " '' ~" 12'-31/2 11 ,, ,, , , ~ " "1 r.::::::i:=====r==.I -- D, I In (')I I IO O I I = f'\11 C IXJDD UNIT 2e>4 UNIT TYF!: IA UNIT 2e>& UNIT 1TF!: 16 -.. l&'-2 11 14'-lf) 11211 ........ "" 1!Zl'-4y ' . ,, 13'-1 11 4'-2 11 , l :J . L: UNIT le>.3 UNIT 1TF!: 2A lsl:Y ~ ELECTRICAL I , , EJ ~ - :n METEl<S 4 =rY ,,,7 \Jr) ~ 0 DI<'!' UTILITIES SEE NOTE 10 \ gJ ' " -~Flis!: 5FRll«LER { l) v LJ I 0 ' DDr><I CLOSET -5EE NOTE ~ ,,-._ Im ~ 0 L9,Q. ! II ' LQ / Ht I IXI ICIJI ... o ~; .. 0 0 ro, ~ 18 rfTI rm = ,,. II ,-., --l) r(S IO o I ~m ;5 O[ JO riiJ /I JU UI I N 0 o~ N 0 ' = ' ,~ ~~D ores i:1~1~0 10 ~ I Io o I I Io o I ,0 I IU \_JI ~ f\ . ~ A 0 [Jj I ,..,, I "He 0 1001 I I/ = DDIXI "' ' (1 ......, f\ 'II = ~Ak XIDO UNIT le>4 . = ,·sA~E 1 GA~E2 GA~E .3 GARAGE 4 GARAGE & GARAGE 6 UNIT 1TF!: IA L/ f EE A2.1 SEE A2.1 SEE A2.1 SEE A2.1 SEE A2.1 SEE A2.1 ;:: " UNIT le>& ' UNIT 1TF!: 16 s °I "' ' ' ;,. I I ' ' I ---', •HB 6UILD1NG: 6 s ' FIRST FLOOR FLAN '7 ;,, 6CALE: l/8a= 1'-011 ' ' ---4'-t' 31'-911 " . , 2&'-" 1/4 11 12'-3 1/4 11 ,, 1&'-2 11 ,. 14'-"' l/2 11 12'-4 11 ,., 4'-2 11 , . , , =====;i UNIT 2e>.3 UNIT TYF!: 2A l'iEY l.=:=:;i· ____,~ ~ ., ~ ;,, N s ~ oi ~ in ".' .. ' V DOIXI ' s .. ' in "' ' ' ' ~ in "' "' 41-2 11 ,~ , ', RECEIVE[) AUG 1 5 zon CITY OF R!.:l'lTO!\I PlANNING D1Vlo10" ' ' Of-z 0 uJu Lu~ f5 I=! CD <O Lu~ 1-----I ufI "' (/) ., -u SQ ;i .0 I-~~ z .!!! () Zu.. 0:: w ---I!:: 0 .rll t::: "' -~ C: :c ~ Lu.,: C () >--(/) ~~ w c;;, st-c;;, ~§ I.Cl co c;;, CT> ~ z ~~ 0 .... c.:, 0 ~ ~z cn..., ~~ t--! V5 (/1 <( ~o .c;;:: 9~ ~ co ci "1 z I.LI<( ~o (/1 vJ I.Cl .... tJ r-,. <>:: co I.LI CT> u <>:: I.LI ~ "' ' ~ ~ "' N ~ ' ~ ci z fil w :::, < "' rll CJ FUD 3.2 w "' <( § _______ .. C:' ' ' ' ' 7 .. ' ,---, L __ l 1-------, I _J I ,J L ___ __r---I ,--- L_J I I I I I I r " 12' 2 4 11 -31 0010 D Ill Ir-fr;~ -~ II-Po fs2t--D ( l [ ) I 'v~= = -C2Q Jo (1 I" x:m ,--l~DJ f'\O ~f\ " fl / g I 7 \__ \J II "'--J UNIT 31Z>2 UNIT 31Z>3 UNIT TYi'!, ID UNIT TYFI= IC \ I • ~ 281-6 11 , S'-011 *>'-e 3/4 11 6UILDINGS: C 4 D -Tl41RD FLOOR FLAN u~ orJ - ,, 1_, s !j! iii -1 I L __ _ " .., , .... ..,., -... ""' " "Tl-.. _,., -~ ... -,,., " fJ L I UNIT 21Z>1 UNIT 21Z>4 UNIT 21Z>6 UNIT TYi'!, 2A UNIT TTF'E 2D I.NIT TTF'E 2A V Y1 f'\:: V f\n ~ C C I ~DJI (L; cQO 0~1 ~r) irn~ ~\_j l) \ 0 ~ I o II :x:oo I II ~ / \JLJ O II ~ - = \. ,[ oo oo 0, 0 ;;i =--, ? 1,nl j""" = _ I o o I :: c::::::J ~ 0 10 ~: C llD ) I -+-l-8-%1 I 0a1 ° 011 ~c\'t--~fslt--o / ( l ( ) 0~ c---II-Po gt--D ( l )I u~ ' N~= = -gJ -9J JO I Jo O I (l " f'\ o Rf\ o f'k= r ]'\ 0 ~r'\ ru ~,, x: IDOi ,--:x:1001 ::><;100 " " (1 / \__ ll 7 ~ll v7 ==\J :N ·1\J UNIT 21Z>2 UNIT 21Z>3 UNIT 21Z>& UNIT TYFI= ID I.NIT TTF'E IC UNIT TTF= IC \ • I I ~ .J 3'-~11 ,., 281-6 11 / e'-011 3£,'-& 3/411 / &1-1:11/4 11 3&'-8 3/411 .A'-1 3/4 11 I., 3'-1'1:)11 ,, ' ' , ,, , 128'-6 3/4" ,, ~----+--+-----!~.+---+a.i::;;-i ,. ,. L l'.--J L+J .. • ' ,, UNIT 11Z>1 UNIT 11Z>4 UNIT TYFI= 2A UNIT TTF= 2D •~==--~1(1 f\n~~I --Fll'!E 5Ff<INKLER ~ ~DD I t--------1 = < ,-0 0 Do >-r-il'====i--~~· n---tt-------; ----18~ :: ;I c::::::J _g O IF=="-a::;;·0 (), ( l D ( ) I -+-~: :: I s §! 'l' . " .. "' " .. \ 0a1 o KJUH'li'r """"f/;~u!ij o o0 6_, -----f.===~;:;;::;;;i, (l I\J;i=;F=f======; f (11",, 1X DO ,--:=:: -, , DO :x \. 0 II == \J \__ _) LJ~--~~ GARAGE 1 ------ UNIT 11Z>2 UNIT 11Z>3 UNIT 1Tf'= ID UNIT TYFI= IC ' ' ~ ., (---_,_ F=t==~~·· \ • f- ' ---+--+----------~~-·---_L ___ J --~ ~76 REGISTERED \ 1 ARCHITECT E. DENNIS RIEBE STATE OF WASHINGTON <------- E.Dennls Rieloe ARCHITECT 28 1-6 11 FIELDBROOK COMMONS, U..C 9675 SE 36th ST. SUITE 105 MERCER ISLAND, WASHINGTON 98040 RIEBE & ASSOCIATES,INC. ARCHITECTURE • PLANNING 1123 MAPLE AVENUE SW -SUITE 270 RENTON, WASHINGTON 98057 PH: ( 425)226-5344 FAX: ( 425)226-5344 EMAIL: EDRIEBE@MSN.COM ------ , II ,, , ' 3~'-10 Ill" @...!--1'.J ------l--,,L:Jl---1----+----S.-" I I' UNIT 11Z>6 ~ [;J ' ' UNIT TYFE 2A \_ II 1Tf'= A ACCE5Sl6LE A X ' • GARAGE 2 GARAGE 3 GARAGE 4 ACCE5516LE c;Al<AC;E ' I ,--~--- 1 I I L ---_,,_J --__,j ____ -+----+--+--"""" FIELDBROOK COMMONS RENTON, WASHINGTON 6UILD1NGS: C4D 6UILD1NG PL.AN& ISSUED DATE 6UILDINGS: C 4 D SECOND FLOOR FLAN 6UILDINGS: C 4 D FIRST FLOOR FLAN SCALE: 1/2'11 =1'-0 11 ND, REVISION RECEIVED AUG 1 5 2013 CITY OF RHtTON PLANNING D1V1Si0N FUD A3.3 ' w ::, <( z ".J ._ ____ .. t;: I I . I --'re ,, II I( ,.,, I I 1n n1 1, ~ C l ) V r,, _/ C ) ( ) II Io o I I I Io o 'L ' ~ ~ O[ :[)_O O[ ]O -~ - =l/1f\ 0 0 ( II ,DOIXII IIXID0, II f\ 0 01~= " " ' ' 7 ~ ' s 'l' LA 11\_ "' N UNIT 3~ UNIT 3~1 . UNIT T'!'FE 2C l'iEV UNIT T'fFE 2C ~ ~ ~ ~ ' . ,_ . ' 'i' ~ ,.. ,.. 11'-2 11 I, 1£1' -10 11 W'-6 11 llZl'-1011 ', 11'-2 11 1'-6 1/4 1 . . 6UILD1N'1: E Tl-II~ FLOO~ FLAN SCALE: 1/8 11 =l'-rz>11 ~ .. ' "' ' ~ ~ "' ' ;,, N ' , • ' , • ' s '\' Si ' ~ "' " ~ " ' -~r.===.1 N 13'-1 1 UNIT 2~3 UNIT T'fFE 2A l'iEV 101-411 ' ~ l.!::::~==::J=i -''\- 12'-3 l/2 11 S'-£111 1e·-a 11 ''<;--r.::::~==l::::!,I 11-=1:1V1 ~ IVl ~~lla========II ( u o C=IY =\J/\ II 1x1 rn 1 ° lg I v 14'-6 11 UNIT 2~ UNIT T'!'FE 3A ( 'II O 7 0 0 .~-, "---J1\=.-=.1,1 ~o;....;o'Zi,1"::__r::._-=--.-:;11--1,,II r--, 0 I O ,.__........,,Q~ t------L'====l l===== :=-J L":: ' -"' -I IU UI '--' .c::,_J ·~ \J ou JJO ~~ bi r ) ~ l / 1-- II Ir. t I ' ' LJ~-<-=IO---=O_,_I -100 I " IXIDO I' /" ~ . bd( ~ = l/1 f'\ 0 0 / ~~111---------, DOllXI: ~\J~= ~ = l)i" 1111====11 DDIX UNIT 2~4 UNIT T'!'f'E IA UNIT 2~& UNIT T'!'f'E 16 UNIT 2~ UNIT T'!'FE 2C isEV , ~ L==c==:::i=:::;'I -• ;;, - , .. ·' ~ \ - 12·-~ 1/2 11 10'·411 41-2 11 , ' ' UNIT 2~1 UNIT T'!'FE 2A V [I] [X] I <)1e==== 1 a:::aj I 0 L,Q_ Q "· ( :i ~: ~ ,____,, 1--1-~ I ---'1c :.__~,o~o~'-':,:_J l C J J g ]O /[XJDOJ. ,.---------1~11-~ 0 ~ f'\, = 7 UNIT 2~1 1:---..<:!JII \j UNIT T'fFE 2C !!! ' ,.. ' ~~ 0 0 -p:: rll IXIZ 9i ~o u G) .c I- • Sil () Cl'. w <I) 1- '2 I C () ~ a:: . c( w s 'SI' s L(} co <»"' ~ z I=! ~ ,_. (.!) =>z (/) ,_. ,-:~ (/) c( ..c ~ ..., <D ci r<") z w< (/) vJ LO ,_. r--Cl:'. <DW 0,(.) Cl:'. w :::. "' >l.-'-1---1-------1---tt--------,-j----~:::C::;;::::Pl::=::!'====l?",(_ ________ ....i·4---l------+---ll-----H----+--+------+-------t-----r-----"s: 6U1LD1N'1: E SECOND FLO~ FLAN 14'-1® l/2 11 l&'-2 11 23'-2 1/4 11 10'-1£1 11 . . , , 136'-1 11 13a,1.,,1 , 4'-21 1;1•.1u IIZl'-4" \2'-3 ilt' 8'-IZI" 9'-8" 161-811 ,, 141-611 8'-0° , , L.:J r:.J !'.J L.: 1--113+ UNIT 1~3 ~ UNIT T'!'FE 2A l'iEV v( UNIT I~ UNIT T'fFE 3A :n ·]rl~:: u ELECTRICAL ~ METEl'IS 4 C=IY= (~ DRY UTILITIES 0 ,/\ 5EE NOTE Ii'.> ( lg " . I I '1 IX! DD I I ' II 00 ~ D~"= 7 0 0 j ;ir -ea = - r+r X -,-. ,0 ,.---I ~= ou ]O B \J ,er ~ ~o / ~ r O " ool °r o:~ lool I ~ 01 ( ) ( ) 1-- ~ 1--16 • I 1n 01 ~DrZroo I Io O I \I I' IXIIOOI = ( "' \__ UNIT 1~4 ITJIIX ~(.,, ~~: V UNIT T'!'FE IA GA~E6 GA~& GARAGE 4 UNIT I~ UNIT T'fFE 16 s °I "' ' " 1--16• I ,_ s 6UILD1NG: E r ' ~mI,..r-k.ooR FLAN ;,, ' ---4'-2" 12'-4 11 !4'-[{l) l/2 11 l&'-2 11 12'-3 1/4" 2&'-IZI 1/4 11 ". , , , . - 10'-1011 11'-2 11 1'-6 1/4 11 , , , 12'·3 l/2 11 10 1-411 1:~,·-111 4'-2° , • ~ :.J L.: UNIT l~I UNIT T'fFE 2A T'!'FE A ACCESSIBLE f\:: . L ~ I'll'£ 5Fl<INKLE!s . ~ \J CLOSET --SEE NOTE ~ Q1 O • IDOllXJ I I~ -< \J~ 0 II m- / 0 L,Q,_ c:::J ~; D, II 100 I I II IV • GA~E3 GA~E2 GA~EI I .. 31'-'311 ' 'i' ;,, ' :J ,, 'i' "' .~ ~ " ~ I ~ , ... ;,, N 1--16 ~A ., ' ,, s 'l' ill ' ,, . ' " ' o;i "' ' ' R ECEI\/ ED 4'-2° , AUG 1 5 Z01 3 ('('\ -.::::: ~ ~ -SI C w ::, <I) !ll z 0 a; ~ 0 z w ~ C z ~ :z w Cl:'. FUD A3.4 w ::, ""' ~ cnY Of Rl::NrON .. _____ _.rc PLANNING DIVISION s---1 i--------1 ,--I ---, L_J ,- 1 ___ J -- ' " ' ,, , L __ ------i_ ___ J L, 2 -31 ru ( ') D ---Po~II--*~010 010 -v Do -f\ I O[ '--' (10 ~ / ROf1 oo:x 11 00:X ' ~ " f\ ~ -P-,J ' LI ~ u== l)! UNIT 3(2)3 UNIT 3f2'2 UNIT 1TFE IC UNIT 1TFE ID ( ~ h 3&'-e 314 11 , 0'-IZ'II 28 1-6 11 13UILDINGS: G 4 H -THIRD FLOOR FLAN SCALI:: 1/811 =1'-1?)11 l ' I I I I I I ,, . '. s ":' i'- N ?;- " ' I' Q . ., . ' ' .. ,,-------.--------------------,,---------------------------,- • I UNIT 2fZ'b UNIT 2f2'4 UNIT 1TFE 2A N ,/ UNIT 2f2'S UNIT 1TFE IC 3&'-8 3/411 L a'-~ 114" ,, . ;., 4'-011 39'-10 1/2 11 , ~ fiJ L :J .. t_; ~ -~ UNIT lfZ'b UNIT TYF'E ,A V\ 1TFE A ACCES&16LE -- ~ - ~ - ~--~--, I I I I UNIT TYPE 2D UNIT 2f2'3 UNIT 1TFE IC 3&'-8 3/4 11 L 8'-011 ,, , 128'-10 Jn 11 • UNIT 1f2'4 UNIT 1TFE 2D GA~El 41'-3 1/2 11 UNIT 1f2'3 UNIT TYPE IC ~--I---~-- ~~---\ ~==~ ' UNIT 2f2'1 UNIT 1TFE 2A V UNIT 2f2'2 UNIT 1TFE ID ( I h • , 3~'-81/2 11 4'-IZ)II @ - L.: J I' ' <jl ., .,· I ;J UNIT lfZ'l UNIT TYPE ,A UNIT 1f2'2 UNIT TYF'E ID ( I' • h r 1, .,,___+-------+----1------,L --L,,_ ---_j Ii---L ..___ ___ ___.._--+---+--'le,. I• ---_J __ ____,_+-i;-;i--'------------f---+-~c---"s: ' ' , . I ~?B REGISTERED \ l ARCHITECT E. DENNIS RIEBE STA TE OF WASHINGTON E,Dennls Riebe ARCHITECT - 3!'>'-8 Ir/' FIELDBROOK COMMONS, I.LC 9675 SE 36th ST. SUITE 105 MERCER ISLAND, WASHINGTON 98040 ./' 8'-1:l 1/4 11 ./' 11'-0 3/4 11 , , RIEBE & ASSOCIATES,INC. ARCHITECTURE • PLANNING 1123 MAPLE AVENUE SW -SUITE 270 RENTON, WASHINGTON 98057 PH: ( 425)226-5344 FAX: ( 425)226-5344 EMAIL: EDRIEBE@MSN.COM 24'-011 28'•&11 6UILDING6: ISSUED FIELDBROOK COMMONS G 4 1-1 DATE 6UILD1NG PLANS RENTON, WASHINGTON 13UILDINGS: G 4 H SECOND FLOOR FLAN 13UILDINGS: G 4 1-1 FIRST FLOOR FLAN b/20/13 NO. REVISION RECEIVED AUG 1 5 2013 CHY Of Rf:~llON PLANNING DIVISION PUD A3.S u "' ,., ' OJ 3 ~ w " <( z w _J H "- 'I , u • .. ' e'-0'1 '1 13'-I" ' 10'-4" 12'-4 11 4'-1 11 2 1.411 ,, 12'-4" 12'-0" li:Zl'-4 11 ,, 13'-1° ,, 8'-12)11 ,, 'I ' , ---, ' 'I 'I 1 ' I ,-, " 8'-12)11 ,, 1:3'-1 11 " 10'-411 ', 12'·48 4'-1" L, 2 '-411 " 12'-4H \2'-12)11 10'-41 ' 131.111 ', 8'-1Z1 11 " ,,'I 'I 1 ' ·1 , ' , -1 , 1, ---', ';-i; r; LNIT TYFI! 2F §! §! I.NIT TYFI! 2F §! ( 2 eEPAOCil'I LNIT I\ ---', ~ ... ( 2 eEl:)fllQQ1 I.NIT I I\ ', UNIT 312)1 UNIT 3(2)2 ... UNIT 312).3 ... ---', ~ ~(2)1 :11 UNIT 212)2 llrl f'\:: UNIT 212).3 INIT 2El-35T UNIT T'rl"E 2E UNI~ 2 eEPAOCil'I INIT ~ \ C_ 2~1NIT UNIT T'rl"E 26-35T IVl UNIT T'rl"E 2E t1 f'\:: UNIT TYPE 26-,6T I.NIT TYi'£ 21:1 INIT TYFI! 2e 2~1.NIT \ ~ ( 2 eEDfilOClM I.NIT :'Vi'-.!;: \) = --v~= II I/ - I ~ .:: I I :x: IDD 1 -f-IDOi :x: ~l I IDD ~ ~ 0 0 0 ~ <---~ -- JO ,,--._ 7 O[ LJ " 'S: 10 Q O ( O[ ~ -~ -f.3--fil ---nr-( ) '°1101 :· 101 IDOi __,_ _ C J.: 01'°1 ~;i l I r::i-18--&1 -I 11 ~UI r= C ) 0 olo/ EJ=l~ -l_ r ( 0 o I 0(1 tJ 10;;'{ l ~ --ft,;>t-i[ J 1 101 O 0 I O[ (l =/~ I 0 lo D ii fl f'\I o LJ , m:x -----. IDDl ~! ;1 Q , IDD~I == C T ~ C ~ lF =1f'-__ ___,_ l)11 l)ll C :==vN-= "VN:'.'. "J II 'O - -'-II I ~ I ~DOI IDOi :x: ~ - I\(' 0 0 0 I IDOl:X: ~( no -~ 2f 0 "7 O[ u 01QO~. \: 101QO O[ ~ .. • -~ "' ~~1+-r( ) Q101 ;~ 0 C ) n----+-18--&f -IO~: ----4 _ ( 11 ( 0 olol ~ ~ In nl -=u } C l 0 olO ~ 1t-l~ -JI(__') -*~DI IOltf r lool {_ '----r b..., -{_ - I 01 11 I 0 /I =·/~ '-,/ D 10 ::::=11lr\ 0 -LJ ----. IDDl :x I C ~ ,1001:x ,1001:x --- C C ~ 7 Lr="'--,, 'f ---', l)ll l)[: UNIT 312)4 UNIT 212)4 ~ UNIT 212)6 UNIT 1lllffl' 1'TFI: IC "' UNIT 2(Z)S UNIT TTFE 2f UNIT TTF'E 2F I l!!l!PROCX'I IN ~ UNIT .312)6 UNIT .312):, UNIT TTF'E IC Q ' -UNIT TTFE 2F l.NIT T'rl"E 2F I.NIT TYFI! IC "' 1 eEl:)fllQQ1 I.NIT INIT TYFI! 21: INIT TYFI! 2E LNIT TYFI! 2E LNIT TYFI! 2E 2 eEPAOCil'I L T 2 eEPAOCil'I IN ( ~ \ ~ .,. . ~ .,. . ' 2~LNIT ' ... 2~LNIT ( ' ,. '-:' \ .,. \ ' ' ~ -"' N ' . .,. ' 1'-8° 111-&11 I, lel'-4" I, 14'.411 I, 8'-12'" , 11'-!!;,II I, 10'-411 I, 14'-4" I, 8'-IZI" 12'-lP' 11'-1" 8'-011 ' 1'-a11 ' 11'•&11 L 1IZl'-411 L 14'-4ll I, e•-011 , 11'-!;II L IIZl'-4 11 I 14'-411 I, e'-'1!111 ' 12 1-11 11 , IJl.111 8'-IZl 11 , , , ' a a , a a " , , " " ,, " " " , BUILDING: J -T~IRD FLOO~ FLAN BUILDING: J -SECOND FLOO~ FLAN 6CALE: l/8":ol'-011 ~ ~ Q ' ~ ' '-:' §! l ' "' ~' 5 1-IZl 11 ,. 8'-1 11 ,., ,,. 10'-411 , 12·-2~ ' ' CJ .. UNIT 112)1 UNIT T'rl"E 2A-,5T LNIT TYFI! 2B 2~1.NIT I ,~vi ~ '.:VV" ,f"-, I :x: [I)] O 1 \fr 00 " 7 II ~ u--Ar-b=[ =)-II g O I :,:~-"I . ,., &'-1" ,, -UNIT 112)2 UNIT TTFE ll, LN1Tm=E2F 2~1NIT II II 134'-JI' . 2 ~'-4" ,, )2'-5" ,, 12'-2 11 , [IZ)'-4" ,, 13'-1" ,. e·-1 11 ' ' • UNIT l~.3 UNIT T'rl"E 2A-35T LNIT TYFE 2B 2 eEPFiVG111 IIIIIT L 0 '81~ ~DHS9f--fe2i-11 _II/ ;10 0 l---lc-----11 c,) I ~IDD ,,--, 'm:x I Q ,,V\,, \__J ~ ~ lF W"\db!t==~ • UNIT 112)4 UNIT l(Z)S UNIT T'rl"E IC UNIT TTPI, IC ~TYl"EIC ' I.NIT ""-J--+-----+-----------------+-----+------1--U..'"--__._, _____ ...... ----+-----+-----+--"-- ' RECEIVED e'-4" BUILDING: J -FIRST FLOOR FLAN 3276 1 REGISTERED ARCHITECT I E. DENNIS RIEBE STATE OF WASHINGTON -E.Dennis Riebe ARCHITECT FIELDBROOK COMMONS, ILC 9675 SE 36th ST. SUITE 105 MERCER ISLAND, WASHINGTON 98040 ll'-6 11 ,, 11'-8" 12'-11 11 RIEBE & ASSOCIATES,INC. ARCHITECTURE• PLANNING 1123 MAPLE AVENUE SW -SUITE 270 RENTON, WASHINGTON 98057 PH: ( 425)226-5344 FAX: ( 425)226-5344 EMAIL: EDRIEBE@MSN,COM , 12'-ll" , FIELDBROOK COMMONS RENTON, WASHINGTON 1!'-1" AUG 15 2013 CITY Of RENTON PLANNING DIVISION •· / 0 II " L 0 ~ 0 w L ---------.... ---------------.. 0 6U1LD1NG PLANS 6U1LD1NG J ISSUED DATE b/212)/13 NO, REVISION FUD A3.6 w ::, < ~ _________ ... ____ .... ____ .. ·-----·t;< I' 12 1 •8 mn a1-f)11 S'-811 18 1-811 14 1-6 11 8'-411 ~ 5'-f> l/2 11 , 13'-1 11 " lf>'-4 11 , , , ,, ,, ,, ., ~ I ' 'I 'I " s § ' ~ § ,... ---', 'is- :Vl UNIT 312>1 ~ II II UNIT 312>4 s II , II UNIT TTPE 3A UNIT TYPE 26 ~ (~ LQn crv "' ;:: ;: \J /: " ( IXJDO I I\~ 71 v II /"' ___, ~ \. 00 .... ~ -I~ "' I Io o I II i c::::J~ 0 iC) - ]O 0 I VI II " \J O[ R'o ocr OD" I 0 0 1001 - ) 0, ) ( '--J1 '"~ I I r, l O 0 " ) ) I II :~ ( ' \I I Io o I I p, ,/ LJ loo I " lXIDD ~ D f"L _/ g U9 ~ /1 ~ DOIX ~ -'C, ,L/1 J' o o I I II ,DOIXII " a;' 'is---v= ~= ~ ~ u:: s "'i "' UNIT 312>& UNIT TTFE 2C UNIT 312>2 UNIT 312>3 " UNIT TYPE IA UNIT TTFE 16 ~ "' ' ' ~ " ~ ., <:> ' ., I, e,1.411 121.411 14'-ltZ) 1/2 11 l&'-2 11 23'-2 1/4 11 l0'•11Z1D ,, 14'-4 l/2 11 4'-2 l/2 11 ' ' ' ,, 103'-3 3/411 ' 6UILD1NGS K, L rev, M, N -TI-IIRD FLOOR FLAN ll &'-011 1,, 8'-0 If.IA ,,. 13'-111 ,, 10'-411 12'-81/2 11 'I ,, , ' ' I ' - 11====-==1:Vl1 ~ UNIT 112>1 l.NIT TTFE 26 1 1n n1 1 . " I 1001 r ' " IXIDO ' /1\J DOIX = A~ UNIT 112>2 il'IIT TTFE IA UNIT 112>3 UNIT TTPE 16 . 12 1-4 11 ,. W-10112 11 ,. ~ )':"~5~'-0~1n':':;";:;;;r." ~==13='·1=" =t:;'J"'-------'l=--0'-_,._4"_---i•'-----"'12-='·B~ln~" ------,,~5'-~0"_1,'---'----'~'--''·B-__" _1 ___ ---=15-='·B_" ___ 1 o 11_~14-='·b~" _111,_-=5~'·4~" _1, ;. -'<-,,---.-,~ Iii ~ ' , . '. '. ' ' ,, ' ,, IIV6'-4 11 • UNIT 212>1 UNIT TTFE 26 ' ' 18 1-811 ' II II GAf(AGE 12'-:3 3/411 1i===--=-1:1V1 IXJDO IL , II UNIT 212>2 - 0 0 UNIT TTPE IA 14'-l!D 1/2 11 . X 8 - - ' . 14'-6 11 UNIT 112>4 UNIT TTPE 3A GAf(AGE I I 2&'-0 1/2" lf"'i r,I I Io o I ICIJllX UNIT 212>3 il'IIT TYPE 16 a'-4 11 ( ' . 12 1-111/2 11 ~·-:, J/2 11 1,. ,,. 6UILDINGS K, L rev, M, N -FIRST FLOOR FLAN 5CALI:: 1/5 11 =1'-tD 11 ' " s 7 "' s ~ ., " ~ ., ' l======;i --'re 11 II UNIT 212>4 II I II UNIT TTFE 3A II ( v ,-~ i,.- X -8 0 0 - - II 1(1 nl I W' I O O I \.___ ' UNIT 212>& UNIT TYPE 2C ' ' 23'-2 1/4 11 l!Zl'-10 11 14'-4 l/2 11 , ' 6UILD1NGS K, L rev, M, N -SECOND FLOOR FLAN 5CALE: 1/811 ~ 1' -011 BUILDINGS: K, L ~V, M, N 14 UNITS RECE!\/ED AUG 15 2013 CHY OF R!'.Ml"ON PLANNING DIVISION --0,--z 0 wµ w"'" "'['-I ca c.,, ~!:: w;;;; T -:c al ~v "' "' "' r,; ~~ .QI- ~~ z ,!!! () Zc_ 0:: w ___,.-1's 0 .!/I I- <D 'F=' c:r: % w"" ' C () >-~~ "' w CS> '¢' CS> ~~ U"l co CS> "' ~ z WO 1-1- ...... Cl 0 -::>z V) ...... i:t: rn I-' ui r:tl z V)<( ..c: ~ 90 ..., "'ci ~! ,.., z w< VJuj U"l ...... u r--0,: <OW "'u 0,: w ::;; {<'I i§ ' ;;; ~ ~ ~ ~ d z fil ~ :::> ., !!l FUD A3.1 w "' <( z ~ .. _____ ... ~ ' ' -~ (J>~ ~f; ..._r ~ !!' () :,, :;;: ~ ~ = " z -;-' .,__ m & _..,. ~ =-; 2 OJ c:. r D ~ 0 ;:o .,, ::. m ~-< ~ 0 ;; 0 "' z""i"I! ....... m 0 ,t7 <:.71 -2m ~ .,,,., :S:z = .._ 5--i w m zO O· z . ' " "' ' cg ' ' ' I' ~ -' cg ~ ~ ' ' ~ ll' a ' ' ~ ' cg ' ' ' ' ~ ' ll' s a ' ' --' -' ~ ~ ~ ' ' --' ~ ~ ' I' ~ -' - "' s ' ' I ".':" ,, ' l~J I~ '= ' ~ ' I " I 'l.! I ' I ~ I JJ ~ ~ ' ' I' I~ ~ Ir 'l.! ~ I ' I " I '= I~ ' ~ ' ' ~ I' ' ~ ~ ~ ' & a ' ' ll' ' ~ ' ' ' ' 'l.! ' ~ ' ' , 8 1-iZl 11 , ISSUED 'cl/@i/'3 l> lJ \J.l C DATE I ND. I REVISION 0-) u FILENAME .ciwg ........ Dlreci::ory= Di\'? < ' / .31.(2)11 / 2cz,1.IZ)11 ,, 2a,1.!Z)11 " , , , , / 41.(2)11 , a1.311 / 21-6 11 1,-S'-3 11 ,, 11.411 ', T-8 11 5,,1.a,11 ', , , , , , , , ' "'''''''''''' ,, 0 ''"'''''''"'' ' --~ ~ i ~ :I ]> """"""'" "' z --t m :j ' '= ' z • ~ ~ () 1§ m ~ ~ I\ , 4'-':l 112" / a1-3 112 11 ', 4'-3 112" 21-211 , , , I '' ,,, ,,, .. ' ' C ~ ''"" " ,,,w "''''''"''''"-'''JI ''''"'"' ' ' ~ ~ ~ 0 ,, '0-""-"''~ ::--..,'''"""''''''''''''''"'''''''''~ '" 0 0 ~ --' ~ ,,,, ,-......., '''" :-,,.,-.....,,,,,-:::::-' ~ 1 :I 1t ~ m z z m ' .'.:: " CJ) " ~r CJ) ~o ~ ~ ~ ' ll' ~ o 1, ~ ' ,, "' "'""" '""""""' "'' ,,, '""" :::,,..,,,,,,,,,,,,,,,"''" .~ ~ - ;::, D~ ~ ~ 0 ' o~ ll' ~~ ' ~I ~a I' :I [ m I ' z ~ ,~ < R 'l.! ~ ~ ·, 22'-& 112" ' I, 4'-':l 112" --' ,I',, 21.e:,11 1... \ ~ ~ ,, 6'-811 61-1111 6'-10 112" ,, ,, i I , , , , " -' ·'" ·" ~ ' ' I I' I' ~ ... ~ 0 0 ' -"' ~ - ' ., ~L/ -----IC:" ~ - 51.,011 , , ~ ~ \_ ( .... ~ )> CJ) CJ) "' --t • :I ~ ~ m :;t) '''''''"''''" ::,; ~ ~ ~ ~ C:-: ,W ,W .I' 3•_41,11 , , 4'-e>II , , , FF<ELIMINARY 6UILD1NG FLAN , 11 ' 11 11 11 11 11 11 11 11 11 L_ _J II 11 11 11 11 11 11 ~ 11 11 5 II 11 81 II 11 11 l 11 ! -< 11 --n 11 11 _, ~ E 11 1> 11 11 r r 11 11 ~ 11 11 < 11 .-----. 11 ~ 11 11 11 11 11 11 11 11 11 11 u F 11 _ _ll ____ U_ ~ ~ m 0 :I ~ ]\. --t ~ () r m m :;t) z ~ -18(3-f' "//L--~---/" .I I/ ' '" '"°"" " -~ """''''""'" ,, , ~ /\ I . ~ ~ -,, (J> 8 -,, ~;JI o ~~~m 1> _, =! (/I a "' ~~ :;t) 0 :::i: ~ ~ 1:i "'" ''''" ''"'''''''"''''''''' .:::....., ''"' ,,,,,,,,,,, 11,.'s'. ,,, "" ~ lt-411 1c:i 1-411 FIELD BROOK COMMONS RENTON, WASHINGTON 1.-31_41,11 , 6'-4ll I, , , , , / , 12 1-411 , RIEBE & ASSOCIATES,INC. ARCHITECTURE• PLANNING 1123 MAPLE AVENUE SW -SUITE 270 RENTON, WASHINGTON 98057 PH: ( 425)226-5344 FAX: ( 425)226-5344 EMAIL: EDRIEBE@MSN.COM 41_211 , , ~ ~ ]> .... () ) --t < --t -< ~ \ :.;I, "'"""'""" '''" , , 4 1-4 11 , h 1-h 11 , FIELDBROOK COMMONS, LLC 9675 SE 36th ST, SUITE 105 Ii I I ' I I -o I I !:. I I 0 11 ' I I I I '. I I I I ' I I II I~ l - - ' ' ,, , --' ' .... ;::, a ' 'l.! ' ~ ' 'l.! ' ~ ' 'l.! ' - ~ . ' '= ' ll' "' ~ ' ' ' ' • ~ C ~ ' ' ~ • ' ~ ~ ;::, ' " ~ ' ' ~ ~ ' ~6 \ ~~=I~~ II ARCHITECT E. DENNIS RIEBE STA lE OF WASHINGTON - MERCER ISLAND, WASHINGTON 98040 E.Dennis Riebe ARCHITECT ,. (j) CD @ © ,_ 111 IJ MID POINT OF \sOOF OF PLATE ro, 411.n EG, 41o.0' ~ sour~ ELEVATION 2 (j) 6d2 ,r-0 EEl ----... ---·---------------- (j) 6,12 EEl [fl ';, 415.]:>' MID POINT OF \sOOF OF PLATE ~ ' "' ' "' FIN FLR 418W " ' i- N f<is, 411.61' , 41 f;1 GE, 415.1;:" \_ GRADE PLANE ~.0' NORT~ ELEVATION T'T'FICAL RQOf CC!>l&TRUCTION RI/AS.I 1<2/AS.I © T'r'FICI\I. HQ!sli:QtlT 81. I.AF &IQING WI/AS.I US/AS.I @ TYPICAi. WINOOUI/DOOR TBIM A&FHAL T CCMFOSITION &l<INGLE& OVER CC!>l&TRUCTICN HEAD, 2x WATER TABLE Of S/4x4 15' WEATHER 13ARRIER 0\1:R ROOF 8'' LAP Fl6ER CEMENT SIDING WITH 6'' CEMENT Fl6ER TRIM &l<EATHING FER &TRJCTURAL 0\1:R EXFO&URE OVER WEATHER RE&ISTl\1: JAME,, lx4 CEMENT Fl6ER TRIM PREM#! ROOF TRU&&E& W/ S/8" GU.13 13ARRIER 0\1:R WALL &l<EATHING FER SILL, 2x SLOPED CEMENT Fl13ER TF<IM &TRUCTURAL W/ lx4 CEMENT Fl6ER APRON TYFICAI RAKE CON5m.lCTION 4!A51 I\IAS.5 @ I!EICAI. !2!;CK RA lb ING MET AL DRIP FLA&HING 0\1:F< lx5 @ TYPICAi. &l<l!K!be en1.e SIQING WI/ AS.I US/ AS.I 42" HIGH Fl6EF<ICiiLA&& RAILING &Y5TEM FAINTED TRIM 0\1:R S/4x8 FAINTED CC!>ISTRUCTION 4" OC MAX &FACING OF 13ALLISTER5 Fl6ER CEMENT F<Al<E &l<INGLE &T'T'LE F113ER CEMENT SIDING WOOD C01'!NER FO&T& WRAPPED W/ 1" EXPOSURE 0\1:R WEATHER RESISTIVE Ix F16ER CEMENT TRIM D£!gi\l FASCIA CONSTRUCTION 5/AS2 11/AS.5 13ARRIER 0\1:R WALL &l<EATHING FER FRE·FINl&l<ED ALUMINUM GUTIER OVER STRUCTURAL 5/4x8 f'AINTED Fl13ER CEMENT FASCIA (j) TYFICAb C01'!N~B TBIM 8/AS2 T'JJ'IC,,:\I, 60AB!2 I !;!ATI SIQING WI/AS.I THRU US/AS.I S/4x6 Fl6EF< CEMENT TRIM EACH WAY Fl13ER CEMENT F,:!l,IEL SIDING OVER UIEATHEF< (FAINTED TF<IM) 13ARF:IER OVER WALL &l<EATHING FER @ TYPICAL STONE COLUMN 13A&E 8/AS2 STRUCTURAL WITH lx2 CEMENT Fll3ER TRIM CULTURED STONE OVER FT FL Y\UD 130ARP5 • 12" oc W/ WATER 13ARRIER. FRECA&T CONG GAF ~ iil §! ' i- N ' 't ' "' . ' "' MID POINT OF f<OOF rOF PLATE ~/Ne ' ' ,op PLATE FIN FLR\ 418W ' F6' 411.61' ... ~ I ~ LJ@ . II II II I \ ---~ er..: 414f)'/ &'. 415.1;:" MID POINT OF\sOOF- ' "' OF PLATE F6' 411.61' EG, 415.0' (j) 6,12 GE, 41,.J;:" \_ ~ ~II LJ@ --~ , T D 1m f-= 1 c± l± -~ fffi . II LJ Ji ~ ~ -7 --"" EAST ELEVATION 5CALE= l/ehl'-1©11 GRADE PLANE WEST ELEVATION SCALE: 11&"=1'-IZI~ rH1 II ~u~ --II -- ~ - ~ ~ ~ ~ ~ -- ~ -- l l 'ro ~ ~ ~ ~ 2 ~ I I I I II -- I 2 ,.., :::~ 12 16 (j) 6,12 ·~ ' ' I I I I I I I I , @ I oolooiliu 11111111111 :11 1=111~~~~=·~11gl 1 :: I ~ --- .• ~ . ' ~.0' R£:Ct\\Jf.D t,UG 15 ?.U'l cn'l oi-: Ri ··. . . , ., p\_}\NN\NG Ol'J\:..,'---· Of-:z -1 Wu 0 w>--a:~ CD<.> ~-w:Z v,I -I -u DC(/) a, "' a: ~~ ..0 I-ti! <( :z .!!! u :z '-'-C::w ...... :,,s 0 .!!l I- ~L . c" w.,, CJ: f-cu (/) a, ex: q< w cs, .;- cs, ~§ LO CO cs, Ol -z ~~ 0 ,-., <:!) 0 a =>z (/} ,-., ~~ .I I-(/} (/} <C r.:r:I 0 ..c 3: 9~ ..., <O ci' rr>z w< ~o (/} vl LO ,-., t.) r--. c:: <OW OlU c:: w :::;; "" z ' ~ ~ ijj ~ "' ~ ci z Cl w w :, !;. ~ Cl FUD A4.1 w ::, <( z ":J t;' --------------------------------~---- IOC>OD Y!:NT WITH IOC>OD TRIM -------CD ~ N EG, 4215• MID POINT OFR.OOF~ OF' F'LATE 2 <D 6,12 ~~ EE =-EE ' flN fLI< 41<:l.26' EE FG;; 418.16 1 : 41 9.2 1 c==-,EG~ GRADE F'LANE CD TYPICAL ROOF GONSIBIJCTION RI/AS.I l<2/A5.I ASPHALT COMP051TION SHINGLES OYER 15' WEATHER ElAl<!<IEI< OYER l<OCf SHEATHING FER STl<UCTUl<AL OVER Ff<EMAN l<OCf TRUSSES WI 5/8" GsUS (D TYPICAL RAKE CONSIJsldCTION 4JA51 II/A5.3 METAL DRIP fLASHINCii OYER lx3 PAINTED TRIM OYER 5/4x8 PAINTED FIElEI< CEMENT !<AKE @ TYPICAL FA5CIA CONSTl'!JCTION 3/AS2 11/A5.3 P!<E-FINISHED ALUMINUM GUTTER OYER 5/4x8 PAINTED FIElEI< CEMENT FASCIA EE © TYPICAL BOARD I BATT SIDING WI/AS.I THl'l.l W5/AS.I FIElEI< CEMENT F'ANEL SIDING OYER WEATHER ElAF!RIER OVER WALL SHEATHING PEI< Sn.,JCTUl<AL WITH lx2 CEMENT FIElEI< TRIM ElOARDS • 12" OC 2 6,12 MID POINT OF ROOF OF' F'LATE 6UILD1NG 6: NORTl-l ELEVATION 2 EB EE Ill. \ \ 6UILD1Nu 6: SOUTl-l ELEVATION SCALE: l/8 11 •1'-011 LEGEND @ TYFICAL HORIZONTAL LAP 51DING CON5T1'1JCTION 8" LAP FIElER CEMENT 51DINCii WITHE>" EXP05Ul<E OVER WEATHER l<ESISTIYE ElAl<!<IER OVER WALL SHEATHING FER S Tl'l.lCTUl<AL @ TYPICAL 5HINGLE STYLE SIDING CONSIJsldCTION 5HINGLE STYLE FIElER CEMENT SIDINCii 1" EXP05Ul<E OYER WEATHER Fil=SISTIYE ElAl<l<IEI< OYER WALL SHEATHING FER S Tl'l.lCTUl<AL G) TIPICAL CQRNEl's Tl'slM 6/A52 5/4x& FIElER CEMENT TRIM EACH UJAY (PAINTED TRIM) UJI/ A&.\ W5/ A5.I UJI/A5.I W5/A5.I @ TYFICAL STONE COLUMN ElAeE 8/A52 CUL TUl<ED STONE OYER PT F'L YWD WI WATER ElAl<!<IER. P!<ECA5T CONG CAP @ T)1-ICAL UJINDOUIIDOQR TRIM HEAD, 2x WATER T AElLE 0/ 5/4x4 CEMENT FIElER TRIM JAME,, lx4 CEMENT FIElER TRIM 51LL, 2x SLOPED CEMENT FIElEI< TRIM WI lx4 CEMENT FIElER APRON @ TYFICAL DECK RAILING 42" HIGH FIElEFir:,LA55 RAILING 5Y5TE1'1 4' OC MAX SPACING OF ElALL15TERS U.OOD COl,l,IER poeTe 11.!<APPED w, Ix FIElER CEMENT TRIM EG : 418.3' EG~ 3276 \ REGISTERED ARCHITECT ' E. DENNIS RIEBE STATE OF WASHINGTON E.Dennls Riebe ARCHITECT ~ i -- 11.00D Y!:NT WITH IOClOD 1:1___ ~ ~ ~~----~ 6'12 ~ . 2 CD . ~ CD 6,12 MID POINT ,-OFl<OOF I' ' ~G)~ ~--·. 11.00D Y!:NT WITH IOC>OD TRIM+--\_TOF' F'LATE c , J ; = ---= rt-1-LJ ~11 I I I I , , LI • lf-1--LJ_-+-+-_,>-+--I+-, , , , I , ~ § 1:±+ LJ ~-------1 @ ~ t= @ ~ t= @ CD t:: = Ill 1111111-~II t::= CD -\JI ~6,12 ~ ~f--;:=:----JII* LJ : f-- .. f--- f----. f-- f-- f--II - f-- f-- II - - "" - FIELDBROOK COMMONS, LLC I 9675 SE 36th ST. SUITE 105 MERCER ISLAND, WASHINGTON 98040 I I I I II -- CD ---II -I II I -- ~ I I -- ~ ~ I I -· ·. .. . - ---- - f--~ f--~ f--~ f--~ I f--~ f--~ f--~ I ·-· I -~r ~ r I=== --~ µ_L -~:_-LL __ ;= W-1-LJ _ ~ I I LJ =-@ ~=I~ --' 1-----= ~] f-- f--f--- I I -f--II - -f-- I -f--I I -- - I -I I -f---- I -I I -f-----II l::l± ~ =-:-_ -®u- -- 6UILD1NC:i 6: WEST ELEVATION '~ 2 -12 61 16 ~ L 2· ~--- . ' ' .. -- p:1=LJ CJ r9~ H-1.-c-ft\-(i,_ II II II II ~111111 LJ 1rr· -- 6UILD1NG 6: EAST ELEVATION RIEBE & ASSOCIATES,INC. FIELDBROOK COMMONS ARCHITECTURE • PLANNING 1123 MAPLE AVENUE SW -SUITE 270 RENTON, WASHINGTON 98057 PH: ( 425)226-5344 FAX: ( 425)226-5344 EMAIL: EDRIEBE@MSN.COM RENTON, WASHINGTON -- 2 CD CD 6,12 ' 6,12 \_rOF' F'LATE f-J----f-© = ..I I ~.l'lr,U.~lr,IJI ~ I I I I -i+ ~ I I--r-1 1 § _ ±± ~o ;:::: cilj__ _ 1114 = __ -'4 1 1 I · _ rflN FLR rn II" II _;!ii _. " 11 11 11 11 , ,ljli: 41<:1.26' , CD 6,12 .. - =--- , ---- 12 3 ------- I ""--·~·· ' _ GRADE F'LANE ' ~£>:FG, 416.16' - 12 1 I 1 I I I I I I I I I I MID POINT ,----OF ROOF ' ' \_IOF' F'LATE Ill, 1 I T OF' ' ~ '-F'LATE TI~ ~ E TI~ E ~ TI : 1 11 [] ~ -56' 42LS' ~ II II ~ ~ II II~ m~~~-i;;!,i:1:ll!::::1,o==o::!:l;;;:lil:::ill:;il>~t""~t;;;:F6;;;;Lfi~_~ j_ · r..<>, 41<:l.2' GRADE F'LANE --' ,,@-_/ -FG, 418.16• RECEIVED AUG 1 5 2013 CITY Ol' !1''.: ,-,)f\! PLANNING i.J1··./i~iv,1, 6UILDING: 6 ISSUED 6/20/13 FUD DATE ND, REVISION 6U1LD1NG ELEVATI A4.2 u '" ,,, ' C)) • <l Lu :::e <( z Lu _, ~ LL (i) (i) 6<12 \_TOP PLATE ~ • ., r/lN J'Lis OP PLATE ~ • ., E~ FG,, 416.0' ,, (i) 6,12 ·, ,,--@ ~' ' TOP j FLATE ' IEB" ~ -u, .-,..- ' "' ~/N.,\ 1111111111i!V ~r-6 ,, ,vr;J FLATE . ~ ------~ ' ., ~. ~. " FIN FLFl,1 ti II II ' 41b.S ' ' FG, 416.0' E~ ~ (i) T)J'ICAL ROOF CON5Tf;UCTION RI/Ao.I Rl/Ao.l ® ASPHALT COMP051TION 5HINGLE5 OYER lo' WEATHER BARRIER OYER ROOF SHEATHING PER 5fflJCTURAL OYER FREMAN ROOF TRU55E6 W/ &/8" G\1.6 © T'l'EIGAI !</\KE CONSTRUCTION 4/A!i2 11/A&.3 METAL DRIP FLASHING! OYER lx3 © PAINTED TRIM OYER 5/4x8 PAINTED FIBER CEMENT RAKE ® T'!'PICAb EA5CIA CON5TRUGTION 3/A!i2 11/A&.3 PRE -FINl5flED ALUMINUM GUTIER OYER 5/4x8 PAINTED FIBER CEMENT FASCIA G) © T'!'PICAb t'JQARD < §A TI SI!;! ING WI/A!i.l THRU US/AS.I FIBER CEMENT PANEL SIDING OYER WEATHER BARRIER OYER WALL 5HEATHINC; PER @ STRUCTURAL WITH lx2 CEMENT FIBER TRIM BOARD& • 12" OC 12 12 16 "'I 2 (i) ~ BUILDING C: EAST ELEVATION SCALE, t/8°=1'-12)11 MID f'OINT c,~r--0) I ,-OF ROOF j. 2 ~ ' ' -· ' ;, EB ' [D :3fi = --(j) .~ ~ ' ""'ii[ ' ' ' ' ' ' ' ·, ' II ' ' ' ,,~ ' ' = ' ' !B EBEB~·w f EB ' ' ' ' ' '' fflollffl ' ' 2 ~ ' ' I ' ~ '""4 Po""'" .... TflT '°' ~ ' '~ -Ill ' ' ' D ,I +. DD ~ I Ill ~· ~ I '* .· ~ - ~(;f'~o·---- "" -GRADE PLANE BUILDING C: WEST ELEVATION SCALE: l/8 11 •1 1-~'' LEGEND T'!PICAI HOglZONTAL bAE 61!;!1NC; WI/A!i.l US/Ao.I CON5TRUCTION 8" LAP FIBER CEMENT 61DINI; WITH &" EXF05URE OYER U,!;ATHER RE515TIYE BARRIER OYER WALL 5HEATHINC; PER STRUCTURAL T'!'EICAI 5~1~1a 5TYbla 51!;!1NG! WI/AS.I US/A!i.l CON5TRUCTION SHINGLE 5T'!'LE FIBER CEMENT SIDING 1" EXPOSURE OYER WEATHER RE615TIYE BARRIER OYER WALL SHEATHING PER STRUCTURAL T'!'PICAb COf;Nl;;g TRIM 8/A!i2 5/4xb FIBER CEMENT TRIM EACH WAY /PAINTED TRIM! TYPICAL 5TONE COLUMN BASE 8/A!i2 CULTURED STONE OYER PT PL TWD WI WATER BARRIER PRECA5T CONC CAP @ @ T)J'ICAb WINDOW/DOOi< ]EIM HEAD, lx WATER TABLE 0/ S/4x4 CEMENT FIBER TRIM JAMB, lx4 CEMENT FIBER TRIM 51LL, 2x SLOPED CEMENT FIBER TRIM W/ lx4 CEMENT FIBER APRON T'l'EICAb C21aCK i<Alb[NG 42" HIGH FIBERGLA55 RAILING 5Y5TEM 4" OC MAX &FACING OF BALLl5TER5 Uk!OD ~ER P06T5 WRAPPED W/ Ix FIBER CEMENT TRIM \_,'OP FLATE ~ ' "' r.r~ ' '' -~TE ' ~ ' "' [ l FIN ii,[ .. ' \_;'OP PLATE IQ ' tI "' {.FIN FLR 418.01 FG,, 4M.S1' EG, 414.S' 3276 ~ ~ i';{ ' s ~ ::l ' REGISTERED ARCHITECT E.D nnls Riebe ARCHITECT ,, I ' FG, 41S.S' / *---~·---;---4) -" GP: 41&.4&~/- Gi<ADo PLANE (i) 6,ll TOP PLAT5 ~ ' "' FIN FLR TOP PLATE ~ ' "' FIN FLR TOP PLATE ~ ' "' FIN FLR 41&.01 FG, 411.Sl' ~ FIELDBROOK COMMONS, LLC 9675 SE 36th ST. SUITE 105 MERCER ISLAND, WASHINGTON 98040 I r <D = LJ :±± :::::: -@= -- " I I I I I I I ·-=~J:±±~ ·--~ -ro.. ~ ~-~ === - ' @ ~· FG,41:S' T .. BUILDING C: NORT~ ELEVATION (i) b,12 12 (i) 2 ... ~ BUILDING C: sour~ ELEVATION RIEBE & ASSOCIATES,INC. ARCHITECTURE • PLANNING 1123 MAPLE AVENUE SW -SUITE 270 RENTON, WASHINGTON 98057 PH: ( 425)226-5344 FAX: ( 425)226-5344 EMAIL: EDRIEBE@MSN.COM FIELD BROOK COMMONS RENTON, WASHINGTON -----... ~I (i) 1,,12 I I I I I I I I I .,,,_ 2 . , ·, ·, 12 6UILD1NG: C 6UILD1NG ELEYATI 2 ~~~ . , ' ' 'µ, ' ' ' (i) 6,ll ISSUED DATE :;;; ~ <D b,12 ro/20113 ND, REVISION \_TOP PLAlE ~ ' "' ii~ ' \_TOP PLATE ~ • "' J /j;F~ ' \.k~lE ~ ' "' ~. RECFIVFD AUG 1 5 2013 CITY 0" "f''··'.'""'" r l""i ',.J,';;J PLANNING DlviSKJN FUD A4.3 w " -< ~ ._ _____ .t: ~ • OP PLATE Fn-1 FLR 42<!>.~' " iOf",J PLATE -• - ~ IEB <D 6,12 "' ~~ .. , 11111111111fflN.7 2?i,,....-{3 ' TOf",j PLATE ~ • "' FIN FLR2~ 4211>.~2' ti ' 42<!>.42'/ 0 E~ (D TYPICAi ROOF CONSI8UCTION RI/AS.I R2/A!:>.I A5FHAL T COMPOSITION 5Hlt>k;LES OVER l!:>1 11.EATHER 6Ai.RIER OYER ROOF SHEATHINc. FER STRUCTURAL OYER FREMAN ROOF TRl.le5E5 W/ !:>/8" c;u.e (D Tl'PICAL RAKE CONSTRUCTION 4/A!:>2 11/AS.3 MET AL DRIF FLASHlt,k; OYER lx3 FAINTED TRIM OYER !:>/4x8 PAINTED F16ER CEMENT R,l>J<E @ TYPICAL FAOCIA CONSTF<UCTION 3/AS2 11/AS.3 PRE-FINISHED ALUMINUM c.UTTER OYER !:>/4x8 PAINTED Fl6ER CEMENT FAOCIA © D:FICAL 60ARP I 6ATT SIDING WI/Ao.I THRU W&/AS.I Fl6ER CEMENT PANEL 51Dlt,:; OVER u.EATHER 6Ai.RIER OvER WALL 5HEATHINc. FER STRUCTURAL WITH lx2 CEMENT Fl6ER TRIM 60ARDS • 12" OC 12 <D lnl2 BUILDING D: EAST ELEVATION 2 I ~2 '3\----- - EB EB -'-ii & Fniffi m " -----jlEBIIEB EB 11 EB ... m .. OP PLATE FIN FLR FG, 422.n' ' q;'{ATE ~ "' rJ~ ' ' :ll IOP '-Pl-ATE . ~ ~ ' FG, 422.11' / MID POINT OF l<OOF -----.. TOP I Pl.ATE-' • ., <D FIN FLR1--->c---. ~ TOP I •·· PLATE-' ~ ~ 2 - <D 6,12 ~ ~~ u I I I J ' 61 "j . , .. _ 2 p~,~~---······ r.FIN flC ' .. "' Fn-1_,_ FLR L......," :m1111111m ~ .. ' \_,'OF ,. PLATE .. ·-=o~ TOP 1 PLATE-' L .. . !!! ~ ::, Ill DD El r5: ~ ~ r rFINFLR ~ 3 4211>.~' -&----->.,~~R~~I---B,1- G,f', 422h3' -\ ,8 11 11 II BUILDING D: WEST ELEVATION LEGEND @ TYPICAL HQ81ZONTAL LAP SIDING CONSI8UCTION 8" LAP FISER CEMENT SIDINc. WITH Ii>" EXPOSURE OVER u.EATHER RES15TIYE 6ARRIER OYER WALL SHEATHINc. PER STRUCTURAL @ D:FICAL 5Hlt,:;LE STYLE SIDlt,:; CONSTRUCTION 5Hlt,:;LE STYLE Fl6ER CEMENT SIDINc. 1" EXF05URE OVER u.EATHER RESISTIYE 6ARRIER OVER WALL 5HEA THlt,k; FER STRUCTURAL (j) D:FICAL COMB TRIM 81AS2 S/4xh fl6ER CEMENT TRIM EACH WAY (PAINTED TRIM! WI/A!:>.I W&/AS.I WliA!:>.I W!:>/AS.I @ TYPICAL STONE COLUMN 6A5E 8/A&2 CULTURED STONE OvER FT FL YWD W/ WATER 6Ai.RIER. FRECAST CONC CAF @ TYPICAL WINDOW/DOOR TRIM HEAD, 2x WATER T A6LE 0/ S14x4 CEMENT Fl6ER TRIM JAM6, lx4 CEMENT fl6ER TRIM SILL, 2x SLOPED CEMENT F16ER TRIM Wi lx4 CEMENT FISER APRON @ TTPICAI DECK RAILIOO 42" HIGH Fl6ERGLA55 RAILINc. SYSTEM 4" OC MAX SPAClt,:; OF 6ALL1STER5 WOOD CORNER POSTS WRAPPED WI Ix Fl6ER CEMENT TRIM '-';" c.RADE PLANE FG, 4211>.42' r ©-J ~. I K 76 REGISTERED \ / ARCHITECT E. DENNIS RIEBE STATE OF WASHINGTON E.Dennis Riebe ARCHITECT - FIELDBROOK COMMONS, U,C 9675 SE 36th ST. SUITE 105 MERCER ISLAND, WASHINGTON 98040 <D b,12 LJ :±± = - @ I I I I I I I I I I I I I I - - --~-- ~-1111111111 LJ ±±~ ~LJ±± --- LJ+I -I I I I I I I I I I I I I == ~±± === -------~ ~--~-- 6UILDING D: NORTl-1 ELEVATION SCALE: l/6 11 =l'-i?Y 1 12 <D 2 6,12 ~ ,,--(3) I~ I :===. ~ii" _f--u'' ~ - ~ -. f--f---f-- ' - I I ... -- ffl1111111111111111]0 ' - I ' ' ~I II II ~ I II II F II I II II :ft ~ '"""" BUILDING D: SOUTl-4 ELEVATION OCALE: l/8 11 =l'-rZ1 11 RIEBE & ASSOCIATES,INC. ARCHITECTURE • PLANNING 1123 MAPLE AVENUE SW -SUITE 270 RENTON, WASHINGTON 98057 PH: ( 425)226-5344 FAX: ( 425)226-5344 EMAIL: EDRIEBE@MSN.COM FIELDBROOK COMMONS RENTON, WASHINGTON . ·,. I I <D 6,12 2 2 """-. 2 j ' j ' j ' j ' "j -' . u· -~ . ii = 1111 II II @ = .1111111111111111111m, MID POINT ~OFl<OCf ...... &/4><0 FA5CIA WI r ~ ALUM OOTIER TYP ~\_~,=OP~--'I<-~ PLATE , .• ' ' , IOP = LJI' '-PLATE ~ ±± ~ :::::: r:rr G® H± [1l ~ = LJ -~ ~ II O O I: .. :H:ll..··· 4/~-l.~~-~-Rl"'t--"<----- 1 13:J I 11 _ r (lf', 4,2h3' "'-s42<!>.42' -(,f<ADE PLANE <D 2 &,~ 12 <D 6,12 ~· TOP {PLAlE RECEIVED AUG l 5 20!3 CITV OF Rf:MTON PLANNING DIVISION 6UILD1NG: D ISSUED 6/21Z>/13 FUD DATE ND. REVISION 6UILD1NG PLANS A4.4 l.) "' Si' ' 0) ~ "'1 w "' .. z w __J -L,_ EG, 428£>' (D ® @ © MID pOINT OF r<CCf ' Et;,_ 0 "'~, FR>< Fl.f': (D 6,12 TYFICAL ROOF CONSTRUCTION RI/A5.I 1<2/AS.I ASPHALT COMF'OSITION ~IN<:iLES OVER IS' WEATHER SARRIER OVER ROOF ~EATHIN<:i PER STRUCTURAL OVER F'1<91AN ROOF TRUSSES WI S/8" (;IUol TTFICAL RAKE CONSTRUCTION 4/AS2 II/A5.3 MET AL DRIP FLASHING, OVER lx3 PAINTED TRIM OVER &/4x8 PAINTED FISER CEMENT RAKE TTFIC,t,i,, FASclA CONSTRUCTION 3/A5:J 11/AS.3 PRE-FINISHED ALUMINUM GUTTER OVER S14x8 PAINTED FISER CEMENT FASclA TYFICAI. B0Afsl2 I l;!ATT Sli21N<:i WI/A&.I THRU IUSIAS.I FISER CEMENT PANEL SIDING. OVER WEATHER SARRIER OVER WALL 5HEATHIN<:i PER STRUCTUl<AL WITH lx2 CEMENT FIBER TRIM BOARD& • 12" OC EE s 2 © © (j) @ (D Ir] DD . EE s EG,, ~ 6UILDING E: NORT~ ELEVATION ecALE: l/6 11 =1'-12>11 MID l"ONT OF ROOF Of' PLATE (D ~ ' 6,12 ... EE EE . ! ' ... EE a, GRADE Fl.AN= 6UILDING E: sour~ ELEVATION LEGEND TYFICAb HORIZONTAL LAP Sl121N<:i WI/AS.I IU5/A5.I CONSTRUCTION 8" LAP FISER CEMENT SIDIN<:i WITH 6" EXPOSURE OVER WEATHER RESISTIVE SARRIER OVER WALL SHEATHING, PER STRUCTURAL TTPICAb SHl!'!lal.E §TTbE Sli21NG. WI/AS.I IUS/A&.I CONSTRUCTION SHIN<:iLE STTLE FISER CEMENT SIDING, 1" EXPOSURE OVER WEATHER RESISTIVE SARRIER OVER WALL SHEATHING PER STRUCTURAL T'rPICAb CORNEfs TislM 8/A52 5/4x6 FISER CEMENT TRIM EACH WAY /PAINTED TRIMJ TTPICAL STONE COLUMN BASE 8/A52 CULTURED STONE OVER FT PL YIUD WI WATER BARRIER. PRECAST CONC CAP @ © TTFICAL WNl2QJIIDOOfs T];llM HEAD, 2x WATER TABLE 0/ 5/4x4 CEMENT FISER TRIM JAMB, lx4 CEMENT FISER TRIM SILL, 2x SLOPED CEMENT FISER TRIM WI lx4 CEMENT FIBER APRON TYFICAb 12ECK fsAlblNCl 42" HIGH F16Er.t.LA55 RAILINCl SYSTEM 4" OC MAX 5PACINCl OF 6ALLISTERS WOOD COMR POSTS IIJRAF'Fl:D WI Ix FISER CEMENT TRIM s ' ~ s ' "' ~ 3276 ~ ' ... ~ ' ... MID l"OINT OF ROOF Of' Fl.ATE EG, 421£>' ~ REGISTERED ARCHITECT E,Dennls Riebe ARCHITECT (D 6,12 (D 6,12 FIELD BROOK COMMONS, LLC 9675 SE 36th ST. SUITE 105 MERCER ISLAND, WASHINGTON 98040 (D 6d2 ~-+11.00D VENT WITH 11.00D TRIM (D 6,12 BUILDING E: EAST ELEVATION 6UILDING E: WEST ELEVATION SCALE: l/811 =1'-0 11 RIEBE & ASSOCIATES,INC. ARCHITECTURE • PLANNING 1123 MAPLE AVENUE SW -SUITE 270 RENTON, WASHINGTON 98057 PH: ( 425)226-5344 FAX: ( 425)226-5344 EMAIL: EDRIEBE@MSN.COM FIELD BROOK COMMONS RENTON, WASHINGTON 11.00D VENT WITH 11.00D TRIM (D 6UILD1NG: E 6UILD1NG ELEVATI II II II I (D 6,12 (D ISSUED b/2(2)/13 DATE ND. REVISION ~· MID POINT OF ROOF OP PLATE ?! ' ... s ~ ' ~ ' ... FIN F Of' Pl.ATE FIN FLR ' FUD A4.S w :,e <( z w __, ._ ______ _.re :;p TOP PLATE FIN F FIN FLR 423.!;1 I' ~ ' ... N ~ ' "' ' 0 ~ , 431.25'./'" ' ' <D 6d2 2 TO~J Fi.ATE FIN01 F' C ' F\.:.,.tJ •E PLANE "' ~~ 'V FIN FLR1~ 426.91' ' FG, 426.41'/ (D TTFICAL f<OOF CONS]sUCTION RI/A&.I f<l/A&.I A5Pi-!AL T COMPOSITION ~INGLE& OYER I&' WEATI-IER BA!<l<IER OYER ROOF ~ATI-IING PER ST1<11CTURAL OYER FREMAN f<OCf TRl.l&5ES W/ &/8" GIL6 (D TYPICAL RAKE CONSTRUCTION 4!A&2 11/A&.3 MET AL DRIP FLASl-!ING OYER lx3 PAINTED TRIM OVER &/4x8 PAINTED FIBER CEMENT f<AJ<:E @ TTFICAL FA&CIA CONSTF!,ICTION 3!AS2 11/A&.3 Pf<E-PINl~ED ALUMINUM GUmR OYER &/4x8 PAINTED FIBER CEMENT FA5CIA © TTFICAL ElOARD ! ElATT SIDING WI/AS.I Tf+f<IJ 111&/A&.I FIBEI'! CEMENT PANcL SIDING OYER WEATl-!ER BARl'!IER OYER WALL ~ATl-!ING PER Sll<l,ICTURAL WIT!-! lx2 CEMENT FIBER TRIM BOARDS • 12" oc <D 6,12 2 <D 6,12 12 12 6UILD1NG G: SOUTH ELEVATION <D 6d2 6UILD1NG G: NORTH ELEVATION LEGEND @ TTFICAL 1-!QRIZONTAL LAP SIP~ CONe]'!JCTION 8" LAP FIBER CEMENT SIDING WIT!-! 6" EXPOSURE OYER WEATl-!ER RESISTIVE BA!<l<IER OYER WALL Si-!EATl-!ING PER STRLICTURAL @ TYPICAi Si-!INC;LE STYLE SIDING CONS]'!JCTION ~INGLE STYLE FIBER CEMENT SIDING 1" EXPOSURE OYER WEATl-!ER RESISTIVE BA!sRIER OYER WALL Si-!EATf.llNG PER STRUCTURAL G) TYPICAi CORNER TRIM 8/A&2 Si4x6 FIBER CEMENT TRIM EACI-! WAY (PAINTED TRIM) WI/AS.I 111&/A&.I WIIA&.1 111&/A&.I @ TYPICAL STONE COLUMN BASE 8!A&2 CULTURED STONE OYER PT PL YU.ID W/ WATER BARl<IER Pf<ECAST CONC CAP @ TYPICAL WINDOUJIDQ08 TRIM 1-!EAD, 2x WATER TABLE 0/ &/4x4 CEMENT FIBER TRIM JAMB, lx4 CEMENT FIBER TRIM SILL, 2x SLOPED CEMENT FIBER TRIM W/ lx4 CEMENT FIBER APRON @ TYPICAL DECK RAILING 42" 1-!IGI-! FIBE~ASS RAILING SYSTEM 4" OC MAX SPACING Cf BALLISTER& WOOD CORNER POSTS Ul'<APPED W/ Ix FIBER CEMENT TRIM 3276 REGISTERED ARCHITECT E. DENNIS RIEBE STATE DF WASHINGTON E.Dennls Riebe ARCHITECT <D E,,12 I <D 6,12 <D 2 6d2 6.)---... J_ :u = -- LJ -' 11 == 1111 I I I I ~--~ ---- TOP Fi.ATE FIN -~'s--~ FLR <D 6,12 TOP PLATE FIN -"<--~ FLR TOP Fi.ATE ~~m· "' - ' JL J EG, 42~' ~ -~ .... ~~ '\. FG, 423m1' • El ~ -· r" '\' N ... "' . F\.A~J ~ ' "' FIN,.1 ' F' C ' EE +-~Ll~=~o~~=oo~ri ~ - PLA1- f--------· - ~ ' "' ' §N,.\ ' TOP I ::!s::-ci-r,+-F\.ATEJ ~-4:t •n:,,,, EE GRADE j LANE ~ r ~~b: FIN FLR '.\ i ~- 424.91'' ~ ~1 ~- . FG, 424.41' ml -Gf<ADEJ 2 ,IEE .ii 11 -- -- -- ------ EEEBEE 2 -- - -- 6UILD1NG G: EAST ELEVATION T PLATE FG, 423m1' <D 6d2 2 -~ ~ GRADE 6UILD1NG G: WEST ELEVATION 12 FIELD BROOK COMMONS, LLC RIEBE & ASSOCIATES,INC. ARCHITECTURE • PLANNING FIELD BROOK COMMONS 6UILDING: Gs 16 9675 SE 36th ST. SUITE 105 MERCER ISLAND, WASHINGTON 98040 1123 MAPLE AVENUE SW -SUITE 270 RENTON, WASHINGTON 98057 RENTON, WASHINGTON 6UILDING ELEYATI~ i i PH: ( 425)226-5344 FAX: ( 425)226-5344 EMAIL: EDRIEBE@MSN.COM <D I 6,12 r,;:\. •"" EE -'\!I - --,2?i ~ -3 <D 6d2 <D EE ISSUED ~/20/13 DATE ND, REVISION ~ ' "' ~ ' "' ~ ' "' . \_/Of' PLATE ~ ' "' rJil:! \_PLATE ' ~~ ;,;_~ rFIN FLR I 426.91' FG, 426.41' \_TOP Fi.ATE FIN FLR TOP Fi.ATE FIN FLR ~ m' FIN FLR 423.!;1' PUD A4.6 u VJ i: ' w ,. "' ~ .. _______ .. "' ~ ' "' ~ ' "' CD 0 @ © TOP PLATE FIN FLR 421.1!>1 MIDPOINT----,, OF ROOF I Fe,, 421!;1' c;p, 431.19' c.RADE PLANE CD 6,12 12 CD 6,12 DD CD CD 12 6,12 6,12 12 CD 6,12 BUILDING H: SOUTH ELEVATION SCALE: l/811 •1'-12>11 CD 6,12 BUILDING H: NORTH ELEVATION !CALE, l/6 11 =1'-0° LEGEND TYPICAL ROOF CONSIBIJCTION RI/Ao.I 1<2/A,.I ® ASFl+AL T CCMP051TION Sl-llNC;LES OYER 15• WEATHER 6ARRIER OYER ROOF SHEATHING PER STRUCTURAL OYER ffiEMAN ROOF 11'<1l55E5 W/ 5/8" GW6 TlPICAL RAKE CONSIBIJCTION 4/A&J 11/AS.3 MET AL DRIP FLASHIN:; OYER lx3 © PAINTED TRIM OYER 5/4x8 PAINTED FIElER CEMENT RAKE TYPICAi. EI\SC18 CONSTf<UCTION 3/AS1 11/A!;.3 PRE-FINISHED ALUMINUM OOTIER OYER 5/4x8 PAINTED PIElER CEMENT FASCIA (j) TYPICAL !;l0Als[2 I ElATT Sl[21NG WliA5.I THRU 115/AS.I Fl6ER CEMENT PANEL SIDING OYER WEATHER 6ARRIER OYER WALL SHEATHINC; PER @ STRUCTURAL Wlt!-l lx2 CEMENT FIElER TRIM 60ARD5 • 12" OC n PICAb 140RIZONT AL I..AE S1[21N:; WI/Ao.I 115/Ao.l CONSIBUCTION 8" LAP FIElER CEMENT SIDINC; WITH 6" EXPOSURE OYER WEATHER RE51STIYE 6ARRIER OYER WALL SHEATHINC; PER STf<UCTURAL TYPICAL SHINc.l I: STYLI; S1[21N:; WI/AS.1115/AS.I CONSIB!JCTION SHINGLE STYLE FIElER CEMEKT SIDIN:; 1' EXPOSURE OYER WEATHER l'!ESISTIYE 6ARRIER OYER l1JALl. SHEATHIN:; PER STf<UCTURAL TYPICAL COl'iNE!s Tisi!:! 8/AS1 5/4x6 FIElER CEMENT TRIM EACH WAY (PAINTED TRIM! TYPICAL STONE COLUMN ElASE 8/AS1 CULTURED STONE OYER PT PL YWD W/ WATER ElARRIER PRECAST CONC CAP @ @ TYPICAL WIN[20Wl[2001s TlslM HEAD, 2x WATER TA6LE 0/ 5/4x4 CEMENT Fl6ER TRIM JAMe, lx4 CEMENT FIElER TRIM SILL, 2x 5LOPED CEMENT FIElER TRIM W/ lx4 CEMENT F16ER APRON TYPIC/\L DECK lsAILING 42" HIClH Fl6ERClLAS5 RAILIN:; 5Y5TEM 4" OC MAX SPACING OF 6ALL1STER5 UklOD CORNER POSTS WRAPPED WI Ix FIElER CEMENT TRIM K 76 'REGISTERED \ / ARCHITECT E. DENNIS RIEBE STAlE OF WASHINGTON E.Dennls Riebe ARCHITECT 61 CD 6,12 FIELDBROOK COMMONS, ILC 9675 SE 36th ST. SUITE 105 MERCER ISLAND, WASHINGTON 98040 i CD 6,12 IMIDFOIKT MIDPOINT\ ~IIX)OD VENT WITH liklOD TRIM OF ROOF OF ROOF ' 2 ~ ' ~ ,-'3\ -~ ' TOP ror;J ' ' PLATE PLATE @. ~ ~ Cr-tE tE ' "' ~ ' "' ~ FIN FLR :t TOP "' N PLATE ,:_ FIN FLR TOP PLATE FIN FLR 428.1!>1 OP PLATE N i!) :t "' "' 'I = ' ::1 ~ N ' ' ;;--- ' "' ' ~ ' "' . ~ ' "' ~N.,\ TOP PLATE_, I J ~N,.\ 10f',j PLATE Ee;, 431!>!;) --. . ~- FIN FLR J Fe., 421J;1' 428~1 OP PLATE FIN FLR 421~1 Fe,, 426!;1' 1111111111111 ' tEI rn11 tElltE tE 2 1111111111111 / ~ ~J §tEI ~ -::::: I]: - ffi i Ddll Ii ,I " -,r..lC: 431.11:31 --c.RADE PLANE -- BUILDING H: EAST ELEVATION CD BUILDING H: WEST ELEVATION ec.AJ..E: 11a11 =l'-i!:l 11 RIEBE & ASSOCIATES,INC. ARCHITECTURE • PLANNING 1123 MAPLE AVENUE SW -SUITE 270 RENTON, WASHINGTON 98057 PH: ( 425)226-5344 FAX: ( 425)226-5344 EMAIL: EDRIEBE@MSN.COM FIELDBROOK COMMONS RENTON, WASHINGTON BUILDING: M BUILDING ELEVATIONS CD 6,12 ' ~ ' \_~~TE -"' ;;rn1 -~ ---I ' ~ "' -f2 ~ rr,rn 3~6,2 ' ~ --- - I I I~ · II II - ISSUED 6/20/13 DATE Na. REVISION \_~TE " •c;, 4322>' _ l!1 111 ' "' ;f {.FIN FLR 426.1!>1 , . Fe,, 421!;1' r--MIDFOINT f OF ROOF OP PLATE FIN F ~TE ~ ' "' ~ ' "' Ee., 432~' ~~ ' "' INFL-f 42W Fe., 426!;1' ':t "' N ' i- N RECEIVED AUG 1 5 2/J/3 crrv C'" ,.,,. "-· PLAN J, ,._ -.: . ' ".) N N!NG D1VJ$10r-J PUD A4.l u " Si' w "' < § .. -------•"' .. \' ,::.~ ' . 12 61 ' -MIOFOlh 2 -([) ' Cf ROCf 2 ,-I 12 ' 6,12 6 ~ 1-,, 12 ([) TO~\ ([) 16 6,12 TOP PLATE 6}- 6,12 ~ ~ 3 {PLATE " ' j ~ I~ ' ~---= ' ~ -i!! \JJ -' ~ m "V ~ -' -' -· -- ' ' -= ., -"' ~ -' E ~[N.,"\ 1111 II~ ~ r.FIN ~ ~ "' ' ~ MID FONT OF!llf!:_}[_A"' \ I' TOF' , PLATE\ ii! ' ., ~N.,'\ 2 -12 ~ ' 61 -~ -~ ·, ·, 2 -~ ·, ·, j ~ (D V -' ~ II w--' I I ~- 6,12 -~ -~ ~ e~ - G) == .,__ ~ -~ --- 12 ~ ' ~ ~ -"' 61 -(D -- 6,12 -12 6 ~ ~ ~ ---- 12 12 ~ 16 ' ~~L~~= ~ ~ "/ l~j \}OP ., ';' PLATE EB --PLATE "' ~ ~ -~ -~ !!i! -- -- -- ' --' ., ~ -:::: ., - !1111111111 -··,- IIEBI E[N.,"\ --~ r,;FIN ~ -;"~~ ~ F'"' -' ~ ' T~J ';' PLATE Q ~ "' ' ., FIN.,'\ F' ' == l±± LJ == ---------- c: f-t -I+ c:= ~ . ~ ~ ~ ~ ~ ~ ~ iiiiim ,_ I I I I ~ ,_ ' ' ~ ,_ t= ,_ ,_ ~ ,_ ~ n I PLA1J \_,IOF' ,, LJ = -F'LATE ---- ~ ~~ ----~--. ' -,--flN FLR"' ,, ' 426.92 PLfiJ ~ I -I II I --I I -IJDlJllJ Ill - -I --- ~ Fli FLR- 426.92 ir11111~ ., FIN FLR-I ' rDD 111111 11111 i~1 II II II ~·-. 42~r-/ -II ' I ~ -~-1---..... ,.~!42"""-3' ~ I I - '""',421 Fu, 426.42' / ~ pc;;J:i'{ MIDPOINT~ C ROCf I' (D TOP PLATE"\ 6.12 {3}-----.. ---~ \Y' ·---e ' -· ., ~ir;.1 --' . ·-···- ~ FlJl1J -- ';' -- Q • "' !!i! c~ -·· ' ., -m EIN.,"\ -= ' / (D ' '~J PLATE ~- C ~ ' ., FIN FLR- 1111 11 i 426.~2 -. - -~,421»3/ -- Fu, 426.42' / : '"'-t:.• ~~ (D T)'.l'ICAL ROOF CCNSIBLICTION RI/AS.I i<l/AS.l @ ASFl-!AL T CCMFOSITICN SHING!LES OYER 1&1 WEATHER eARRIER OYER ROCI' SHEATHING! PER STRUCTURAL OYER FREMAN RtJCf Tl<IJ55ES W/ &/8" GilLl3 (D T)'.l'ICAL RAKE CONSTRJCTION 4/A&2 11/A&.3 METAL DRIP FLASHING! OYER lx3 © FAINTED TRIM OYER &/4x8 PAINTED Fl&I'<! CEMENT RAKE @ TYEICAb Fi\6CIA CONSTRJCTION 3/AS2 11/A&.3 PRE-FINlol lED ALUMINUM GiUTTER OYER &/4x8 FAINTED FleER CEMENT FASCIA (j) © D'.EICAb EiOAW I SATI 51QING! WI/A&.I THRU W&/A&.I FleER CEMoNT PANEL SIDING OVER WEATHER 6ARRIEI'<! OYER WALL SHEATHING PER @ 5TRUCTUl<AL WITH lx2 CEMENT FleER TRIM 60ARDS • 12" OC EC,, 426.0' )"' "-Fu, 426.42' FLW ----6UILD1NG J: EAST ELEVATION ecALE: 1/811 = 1' -011 A'>- 12 ~ 2 (D j 61 ~ 12 &,12 2 ' 16 #'./ ' "" :.... ~ ' ~ ~ ~ ~ ------':;? -V j - ' -~ ,1EB -··· . ----------- ~ ..... --- EB ~ EB -- . -- . -- mffiglj - II~ -----.... - ··- ' "'" 7/ -I -' - = ~ -· ~ - - DD] - I' ----I ~ II I II I -C. --Er., '" m' )"' -- 6UILD1NG J: WEST ELEVATION LEGEND T'f'EICAb 1-!0i<ll:ONT AL bAE SIQINGi WI/A&.I W&/A&.I CONSTRJCTICN 8" LAP FleER CEMENT SIDING! WITH b" EXPOSURE OYER WEAT~R RESISTIVE eARRIER OYER WALL SHEATHING! PER STRUCTURAL TTPICAb SHING!L!; STYbia SIQINGi WI/AS.I W&/AS.I CQNSIBLICTION SHING!LE STYLE Fl!3ER CEMENT SIDING! 1" EXPOSUl'<!E OYER WEAT~R RESISTIVE eARRIER OYER WALL SHEATHING PER STRUCTURAL T'f'FICAb CO~ER :tlslM S/A&2 &/4xb FleER CEMENT TRIM EACH WAY /PAINTED TRIM! T'f'FICAL STONE COLUMN eASE S/AS2 CUL TUl'<!ED STCNE OYER PT FL YWD WI WATER 6ARRIER PRECAST CONC CAP @ @ D'.EICAL WINQCW/C)QOR TRIM HEAD, 2x WATER TAeLE Of S/4x4 CEMENT Fl&R TRIM JAMe, lx4 CEMENT Fl&R TRIM SILL, lx SLOPED CEMENT FleER TRIM WI lx4 CEMENT Fl!3ER APRON T'f'EICAL Q!;CK F<AIUNG 42" HIGH Fl&F11:;LAS6 RAILING! SYSTEM 4" OC MAX SPACING! OF eALLISTE!,!5 lllOOD CORNER POSTS WRAPPED W/ Ix FISER CEMENT TRIM TOP {PLATE, ~ ' ., {/IN F'"' ' ,OP '' PLATE ~ ' ., rJ~ - ~TE ~ i (INFLR 426.92 Fu, 426.42 3276 REGISTERED ARCHITECT I E. DENNIS RIEBE STATE OF WASHINGTON E.Dennls Riebe ARCHITECT • • ·" '. i°' -· ,. '-·:~-----.,_ ·-.. -" ·-'' ,, __ ' ',' ' Fu, 426.42' / ~ EGi, 426.0' -- MID F'OINT OFROCf \ ffi..---- TOP ' PLATE"\ (D ~ E,,ll '" ~ ' ., ~ ';' ~ lg ' ., ' lg ' ., ~[it."\ ' FL~ IJ) ~/NRI E,,~ ' ' " T~ I FLA FIN A.RI ·. 426.92 FIELDBROOK COMMONS, lLC 9675 SE 36th ST. SUITE 105 MERCER ISLAND, WASHINGTON 98040 - - --\ -----6U1LD1NG J: NORTI-I ELEVATION • " I :;., ·-..: 2 (D 12 (D ' 16 6,12 ~ E>,12 i ···-""""' ·"' 6UILD1NG J: SOUTI-I ELEVATION 6CALE: l/5 11 •1 1-011 RIEBE & ASSOCIATES,INC. ARCHITECTURE • PLANNING 1123 MAPLE AVENUE SW -SUITE 270 RENTON, WASHINGTON 98057 PH: ( 425)226-5344 FAX: ( 425)226-5344 EMAIL: EDRIEBE@MSN.COM FIELDBROOK COMMONS RENTON, WASHINGTON (D 6,12 1-----II II - ~ - ~ - ~ - ~ - ~ - I - I BUILDING: J ISSUED b/20/13 DATE ND. REVISION BUILDING ELEVATI , TOF' (FLATE, rJ~ ' ~ ' ,--flN FLR "' 426.92 TOP {PLATE ~ ' ., /i,i~ ' ' '' \_/,~TE ~ ' ., /i,FIN F'"' ' , ' \_/,~TE ~' ,--flN FLR ~ 426.92 ., ' Fu, 426.42' REC:EIVED AUG 1 5 20/3 cirv or m::,,,rn,,, PLANN "·• ING OIV/Sr01\J FUD A4.8 u "' '.i' ' (J) • "'l uJ :::; < z uJ -" H Lo. ~ ~ MID FOINT 61 I ' OF ROOF -----. --. 2 2 _J (D (D ' 12 &d2 -' 1,,12 --' " ---' -' ' .,--(3) ~ ' ' ~"' ,o~J -~ PLATE ~ (!)--IEBI LJ ±!: IEBIIEBII~ EB ' -@ "' i 1111]]0 - IEBI LJ I I ~EBIIEBIIEBI ~ ' ~ _LL . mim ., 2 1nn11~~r 2 ~ ' ~ tlNR\ ' ~ ' /' ~ '-' " llJ.. ~ ' ~ 'f'L1~J LJ II ~ -EBI (D--, CJl . ' "' ii', DD FINFLR,\ § § --- ,. 421.'92' --- fG, 421.42' / GP: ,l'M. Q.i:ll '-<;RADE f'LANE --EG, 42625' -"" 6UILDING K: NORT'1 ELEVATION ll Ci) 2 1,,12 EB EB (D 1,,12 DJ 1,G, 421.!;' <;RADS Fl.ANS 6UILDING K: 50UT'1 ELEVATION LEGEND Ci) TYPICAL ROOF CONST!sLICTION RI/A&.I Js:liA&.I ASFHAL T C0MFCSITION SHINGLES OYER 15' IU:ATHER 6ARRIER OYER ROCf SHEATHING FER STRUCTURAL OYER FREMPN ROCf TRUSSES WI 5/8" GW6 (D TYPICAL RAKE CONSTRUCTION 41.4&2 II/A5.3 MET AL DRIF FLASHING OYER lx3 FAINTED TRIM OYER 5/4x8 FAINTSD Fl6ER CEMSNT RAKE @ TYPICAL FASCIA CONSTRUCTION 3/A&2 lliAS.3 FRE-FINISHSD ALUMINUM C.UTTER OYER 5/4x8 FAINTED Fl6ER CEMENT FASCIA @ T:rEICAL BOARD 4 BATT SIDING Ill/AS.I THRU W5/AS.I Fl6ER G8MENT FANEL SIDING OYER W8ATHSR 6ARRIEF< OYER WALL SHEATHING FER STRUCTURAL WITI-! lxl CEMENT Fl6ER TRIM WARDS • 12" OC @ TYPICAL HORIZONTAL LAP SIDING WI/AS.I W5/A&.I cONST!sLICTION 8" LAP Fl6ER CEMENT SIDING WITH Ii>" EXF05URE OYER WEATHSR RESISTIYE 6ARRIER OYER WALL SHEATHING FER STRUCTURAL @ T:rEICAL SHINGLE smE 51DIN<i, cONST!sLICTION SHINGLE STYLE Fl6ER CEMENT SIDING 1" EXF05URE OYER W8ATl-!ER RESISTIYE 6ARRIER OYER WALL SHEATHING FER STRUCTURAL (i) TYPICAL CORNER TRIM S/A&2 &/4xli> Fl6ER CEMENT TRIM EACI-! WAY (FAINTED TRIMJ WI/A&.I W5/A5.I @ Tl'FICAL STONE COLUMN 6A5E 8/A52 CULTURED STONE OYER FT FLYWD IIJ/ WATER BARRIER. FRECAST CONC CAF "'---------'-'>'-' @ TYPICAL WINDOJJ/DOOR TRIM 1-!EAD, 2x WATER TA6LE 0/ S/4x4 CEMENT Fl6ER TRIM JAM6, lx4 CEMENT Fl6ER TRIM SILL, 2x SLOFED CEMENT Fl6ER TRIM IIJ/ lx4 CEMENT Fl6ER AFRON @ TYPICAL DECK RAILING 42" HIGI-! Fl6El'<G,LAS5 RAILING SYSTEM 4" OC MAX &FACING OF 6ALL1STERS WOOD COl'iNER F05TS 11/RAFFED W/ Ix Fl6ER CEMENT TRIM - ' I 0 111111111 :1 , ' -" - UUUUULJU 11111111111 i,11 ' ' - ~ MID FOINT OF ROOF OF f'LATE FIN FLR 421.92 1 ?4; ' "' ~ ' "' fG, 421.42' 1,G, 421.15' MID FOINT ' OF ROOF ----. (D O,,ll TOFJ PLATE ~ "' . ~,IN.,\ ~ ' "' '~) .. PLATE ' T:l ~ ' "' I.!) ' ~IN.,\ f,,ll ' ' '~) l -FLATE ' "' - FIN FLR 411.~' fG, 421,41' SG~ GP: A""'~~· ~ "' 'I' "' "' SG, 411.15' (D 1,,12 12 --=--1 II II ~ 112---um -1111 I i-------~--~ == r~ @ -~~ -'1 -LJ±±~~ ~ 11111, i------i--------1111111 -'9' I----I--, ., -\a,/ I----I- ~ r,=~~ r ' = i======= LJc±± r==== E -,____ I----I- ~ ~~ ~ ~~ ~ ~~ ~ ~~ ~ ~ ~ r ~~-~· LJ II I I @ I I I I I I ' @ @ ~ ,- ~ ~ ~ ~ § 6UILDING K: EA5T ELEVATION SCALE: ve11=1'-12)11 Ci) Ci) I, 6,12 1,,1) 6UILDING K: UJE5T ELEVATION SCALE: l/8 11 =l'-1Zl 11 --------------------------~--------"~~-------------~ I (D 2 6d2 1 LJi ~ H 11 11 1 ~ ~ :== 11111 := ~ ~ ~ ~ ~ ~ !mlolllfflfflll 1111111111 I ' ' I II I -E=nl I I -I I ---~ --I I I ------I I I I i I m I II ! ----w---' "" 6 f, (D (D 1,,12 J - ' " EG, 42 1.!;' MID FOINT OF ROOF OF f'LATE l ' "' ~ ' "' FIN FLR 421.92 1 ~"fG, 411.42' ~,.2&' ~ "' 'I' "' "' RECE!\lED AUG 15 2013 C~TY OF Rlir~ro,.; LANNING DIVIS/Qi, 0 >--z Wu 0 we-8J I:',' a,'"' c--w~ C/J I -I (1) -u "'u, .c I- "' a:: ~ ;ii .9! (,) l\;! <( z et: w z "--L------1:::10 .!1! I- ,c • ,=! CJ: L w< C(,) >--(1) et: u, q<( w IS) """ IS) ~~ in co IS) a, ~ z ~~ 0 ..... (!l 0 .. ::::,z (/) ..... ~~ ~V5 Vl< ,::Q 0 -'= ;;:: ..., ~~ <O ci I") z w< (/) c7l ~o in ..... u ,.... O'.'. <O u.J O>U O::'. u.J ::::. ~ z 0~ ~ (!l mi z ..... I (/) ~ 9 ::&I z- e:18 ~ z u.J rz.. O::'. r<) i5 ' "' ~ ~ ~ ~ 0 z @ w ::, < en !!l C FUD A4.<:) MID PONT ' OF ROOF~ _J C) 6,~ _r-0 " TO~j ·~ PLATE IIEBI ~ (!)-- "' ·- ,11nrmn ~1111111111 . . ~ EB ' ' "' ~ o=~ ~fNR\ 111111111111 . " TOf,j PLATE -. -' "' ,:I FIN FLR,"\ g ij 421.92' FG, 421.42' GRADE PLANE ~ ' EB 12 ~ 61 -~ . ,,. ' 2 ' ' ' ' ' ' ' ' ' ' ~ ' "EB EBll~I LJ II I I @ EJ II EB EBIIEBI 2 2 ~ " ' ~ ~ t;,::," ~"' - LJ I I ra iei!IDD I . --1-.t ·. ---- 6UILD1NG L: SOUT~ ELEVATION 6 2 @6d2 6UILD1NG L: NORT~ ELEVATION 5CALE: 1/8 11 ,,l'-et'' 2 12 ' ~ ~ ~ 0 "'~ 6 EB ~ Eal 0 &,12 r----0: - A ffil V T-- ' I I 11111111111 ' I ~ MID POINT OF ROOF OF PLATE FG, 421.42' L Gi.ADE PLANE ~.13' LEGEND C) D:EICAL ROOF ~Tl'l.JCTION RI/A5.I R2/A5.I ASPHALT COMPOSITION &HINGLES OVl:R 6' WEAT.!ER BARRIER OVl:R RCOF eHEATHINGi PER STf,OCTURAL OVl:R A<EMl>N ROOF TRUSSES WI !'>/8" GWe (D D:EICAL RAKE CONSTl'l,JCTION 4/A!'>2 II/A5.3 MET AL DRIP FLA&HING OVl:R lx3 PAINTED TRIM OVl:R !'>i4x8 PAINTED FISER CEMENT RAKE @ TYPICAL FASCIA CONSTRIJCTION 3/A!'>2 11/A!'>.3 Pl<E-FINl&HED ALUMINi.11 OOTTER OVl:R &/4x8 PAINTED FISER CEMENT FASCIA @ TYPICAL eQARD I BATT SIDING Wl/A!'>.I THRU 115/A!'>.I FISER CEMENT PANEL SIDING OVl:R 11!:AT.JER BARRIER OVl:R WALL &HEATHINGi PER STRUCTURAL WITJ.! lx2 CEMENT FISER TRIM BOARDS • 12" OC @ TYPICAL HORIZONTAL LAP SIDINGi CONSTRIJCTION 8" LAP FISER CEMENT SIDING, WITH 6" EXPOSURE OVl:R 11!:AT.!ER RESl5TIVI: BARRIER OVl:R WALL &HEATHING, PER STRUCTURAL @ TYPICAL &HINGLc STYLE 51DING CONSTRUCTION &HINGLE smE FISER CEMENT SIDING 1" EXPOSURE OVl:R WEATJ.!ER RESISTIVI: BARRIER OVl:R WALL &HEATHING, PER STRUCTURAL (j) D:EICAL CQf;NcR I81M 8/A52 &/4x6 FISER CEMENT TRIM EACH WAY (FAINTED TRIM) WI/A!'>.I 115/A!'>.I WI/A&.I 115/A&.I @ TYPICAL STONE COLUMN SASE 8/A52 CULTURED STONE OVl:R FT FL YWD W/ WATER BARRIER Pl<ECAST CONC CAP @ TYPICAL WINDOJJ/DQOR I81M HEAD, 2x WATER TAeLE 01 !'>i4x4 CEMENT FISER TRIM JAMS, lx4 CEMENT FISER TRIM SILL, 2x SLOPED CEMENT FISER TRIM WI lx4 CEMENT FISER APRON @ TYPICAL DcCK. RAILING, 42" HIGH FleE~LA55 RAILING 5YSTEM 4" oc MAX SPACING OF 6ALLISTER5 IOC>OD COFM,R POSTS WRAPPED W/ Ix FISER CEMENT TRIM MID POINT OF ROOF~ 0 6,12 ''PL1iJ ~ ' "' FIN•I F'" 1 1 ~ ,,FL\ci;;J "' "/ ~ ~ ' "' ~:l.1 l ~~ ---- [J) 6,12 '?" I' Pl\ci;;J ' "' FINFLR,1 421.~2' - I/ ~ I~ / FG, 421.42' GRADE PLANE -::\ 6 0 &,12 - 2 - ,,. = rn=i"rr'rrnl ~ == 1111111 ~ -~ ---:;:-C ~ = F --I = -rn+,++' ,.-+,-fl :== -~ ' ' I I I I I I I I I I I I I I I I I - = ~n11 -~=~=;;;! ~~ .. mm - 1 LJ 11 I I @ u~ ', D :~ rEj. I I ul -I I -..... 6UILD1NG L: EAST ELEVATION 0 0 6,~ 6,12 6UILD1NG L: WEST ELEVATION 0 2 6,12 ;,, 2 '1~ 12 I -.,,,. -.,,... -..... ...... ~ LJ II LJ, 31' ~ 1111111 11 , ....LL ~ 1111111 @~~ !@ E~ ' 1- .1 -- 6 5 I 1 6 0 I , 424.13' I J MID FONT OF ROOF OF PLATE ~ ' "' FIN F TOP PLATE ~ ' "' FG, 421.42' GRADE PLANE EG, 424£>' ~ "' '\' ;. "' RECEI\/E[) AUG 1511i11 CIT'/ Of m,tffC PLANNING DIVISIOI\ Cl f-z 0 w u w>-O". w en'" I=' t:: w~ G) C/lI -:c -u "" "' .c I- "' "" "'<( .!!! (.) il2 <( z"' ~UJ :z c_ ------~o .rt.! I- <O · I=' CJ: ~c w<C "~~ r- "' q <( UJ <S> "q' <S> ~~ L(") co <S> a, ~ z I=!~ 0 ... <.!) 0 A :::, :z U') ,_, ~rn i--= V5 ~:z; U') <( .c :;,:: 9i .., "'ci l"'lZ el ::a w< U') uJ l":i:.t 0 L(") ... u " e::: <OW mu e::: w :::; ~ :z 8i ~ <.!) :z ,_, ~i :c U') ~ 9o z ~ elu z w l":i:.t e::: c<) z ' 0 = ~ ~ N " ~ 0 z C w w iii ~ !/l C FUD A4.10 TOF Fl.All: N~ ENTRY I 1.0\JNGE --- TOF Fl.All:\ -·----'-· F<,, 429.1' TOFPLATEl FINFLR~ Fu, 43".1' -- 9,12 12 12 6 I, 5/4)(1, 5/4x4 TRIM TY Fu, 43".1' E~ RECREATION 6UILDING -NORTl-1 ELEVATION SCALE: l/811 =l'-tV1 l f--1---. - ' . / ----~ / '"" -- ' ~---4x8 I 4X4 ElEAM TRIM ~--lx3 OVER 2xlel ElARGE ElD @ MID INT OF ROOF Mffi, 446211l>' TOPFI.ATI: IN~ ENTRY 4 1.0\JNGE --- TOF F'LATI:~ --·- ffi, 429.1' ~E FI.ANE ---'i'jj,, 426Z1&' E~ 6,12 H·-11-1- 2xl" FASCIA W/ CONT.~ -ALUM...GUlTER DE-. -\::- ~-·---------~------ ' ~ / / LIVING WALL TRELLIS---~ 6,12 _@ lx3 0"1:R 2xllll> 13.,._ 13D 6,12 Mffi, 446211l>' TOF Fl.All: IN~ ENTRY I 1.0\JNGE -·-·-· TOF Fl.All:, ---'-· FNFI.Rl fG-~ ,--GRADE FI.ANE "----.f. = =-,-s... ~.fl' I ~· 12 12 lx3 OYER 2xllll> l:lAi;r;fl:lD RECREATION 6UILDING -SOUT!-1 ELEVATION I E~ 5/4X6 5/4x4 CORNER TRIM TrF' ELEVA Tl.ON LEGEND I Al.I. 61DIN6 MATERIAl.6 Fll:lER CEMENT 6IDIJ,i';; Lt!O 1: 1 Cl.11.1\JRED STq<E "1:NEER • I.EOOE5TONE FATTI:RN 6TRAIGHT ED"'t HARDl&HINGI.E SIDING WITH 1" RE"1:AI. 12&" WIDE SMOOTH I.AF 51DD'IG WITH 6" RE"1:AI. ASFHAL T COMl6o51TION &HINGI.E& HARDIFANEI. 61100TH SIDING WITH lx2 l:lATIS AT 12" OC ~ EXISTING GRADE CAI.LO~T ~ FINl&HED GRADE CAI.LOUT ~· GRADE FI.ANE FER CODE DEFINITION ~ MID FQINT OF Hlc.Hl:5T ROOF FER CODE DEFINITION RECREATION 6UILDING -EAST ELEVATION 12 9r-::: / ./ ,,, ., / , / ' / ' / ......-:7""--r,----,, ,,----~,--...,....-----./ . ' V~) 1-+-----H '--' --' -. ~ '-- ' ~ '-- ' ~ '-- ' . ~ -'-- ~ -- -b-. }1 -.,, -· 1f --~...:: --·;--, - ·:J ---J--:J i::,;::i ~ " I'. -I l( _,..--- -- ~ RECREATION 6UILDING SCALE: 1/411 =!1-011 1234B / I'\ I \ I \ \ I \ I E~ WEST ELEVATION \ V ' I TIM6EFiFRAME ARCH SYSTEM --~ '-- - - - - . -- - - --~ -' .,---lx3 OVER 2xlel ElARGE ElD -- / I/ I~ I / -'"" " ---,c[_] -,·" L . -. - ->-=-r I -~ --=- l{ -1 1---11-- " I"' / ' - ' i ,-MID POINT OF ROOF ' 1---· _ II \.:_ • · 11 -. - -- -~ ! I I ! ' . ' - r -1r -" ,r T2 - !I---11-if_-_ 11_-_= ' ' -" MFR, 4462ei'/ ' r-TOP PLATE IN / ENTRY 4 LO~NGE ' I FIN FLR ' ' ' ' ' ' FG: 42~.1 1 C, f-z Wr_, 0 CIJ w>--O::w m c.o ..QI-~t: uJ;;;,; u,I 6:: U5 .~u -u Ck:W (!) 0:: (/) < t::! <( z"" I- L--z "-IJl .... :,:s 0 ·-I C!) .w s:: u ~c w~ s:: Ck: CIJ <I: (/) A L.J ~ <S> ~§ ll) CX) <S> "' ~ z t:':!~ 0 .... <.!l 0 .. ::::iz U1..., ~~ i-' 175 U1<C i:,Q 0 ..c: 3: 9~ ..., <D ci ..,., z w:3 ~o U1 U1 ..., ll) u r---0::: <DW "'u 0::: w ::; ~ z 0 rl.l ~ o:zi <.!l z ..., ~o I U1 i:,Q ~ ~ Bo z ~ ~u z w 0::: z CJ -., rC) > w ' "' ~ c:i ~ z ,.g "' w w :::, 1--., <t "' "' -.. -------•t FUD A4.13 a .p u ~ .!, 1 0) • <l w ~ z "J .. ______ _.re