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Home My WebLink AboutLarge FormatExisting Wetland ° Limit — -Install Temporary Construction Fence N 1 U I { O VO 1 10 \N a I o , / 3 I 70ro T 5 a� 3� N Li 3 ° 0 4 a o ° 3 0 i - Temporary Construction ® o - - -3 �. Access. Access should ° 0 o o � � b � � / be adjusted to avoid d_ ° Construction Fence 3 existing trees. Access `® o I� ° " will be tilled and re- 2 Q I Q� Existing Wetland planted upon completion �� o / 5 se _ o � P P p - ' �Llmlt ®I O I dgt = -r o 0 0 <i of the project. I ' o �� 0 �� ° �. I _ I o 25 se 0 I Q / -0 I o d9E I `o' 70 3 r 1 Z / 10 willow 0/ O I ° � \0"a Qo — � 3 a O 1 willow 0 \ 0 10 low �� 25 $edge 'wi(I o e ° o ° ow V° /_ 0 l 0 /N / W \ \ 0 9w od O 10 willow I o ° � ale \ o \ d0�,�ood / o ��, / 5 5e 11ow 10 willow a a ° 0� 0 ' 0 ° sn 10 1 a `l, U 1 r70 — ' . 10 soimOn ° d0 w O pooM` a 10 wiUow ��\\° a �\\\°� • / ®� � ` � _ c� snow r �—� 10 solmonberry F — ° rry 0 solmonberry monb rry � 0 II .. ® � a - % ---�_ .. ® 6 snowberr — .l n Appr imate wetland - Creklon Limit ry-) I °/TRACT F ° -- - - OPEN SPACE, ° Existing Wetland Approximate Limit of Grading Install Temporary Construction Fence I OCD N r� \._ApproXimate Wetland Creation\ Limit LOT 95 OT 96 LOT 9�7 APPROXIMATE SCALE 20 0 20 40 feet Log, 12— to 18—inch diarneter. Stump, maximum 18—inch diameter. Minimum two times root ball size. PLANTING DETAIL sr or Balled and Burlapped plastic and twine from wrapping. wrapping from upper surface of root ball. nd root boll with stockpiled soil. ,t Planting ng pit with stockpiled topsoil, soil is lightly compacted, )ids around plant roots. PLf.NT SCHEDULE WETLAND CREATION AREA Symbol Scientific Name Common Name Size Quantity Co Populus trichocarpa Black Cottonwood 3' — 4' 35 © Pseudotsugo menziesii Douglas Fir 3' — 4' 4 OTsugo heterophyl/o Western Hemlock 31 — 4' 3 © Salix /asiandra Pacific Willow 2—gal. 70 Ce Thujo plicata Western red —cedar 2—gal, 30 Crataegus doug/asii Black Hawthorn 2—gal. 49 sb Ame/anchier clnifolia Serviceberry 2—gal. 8 10 salmonberry Rubus spectobi/is Salmonberry 1—gal. 140 10 willow Salix spp. Willow *slips 450 10 dogwood Cornus stolonifera Red —osier dogwood 1—gal. 160 25 sedge Corex obnupta Slough sedge 1—gal. 175 6 snowberry Symphoricorpos Glba Snowberry 1—gal. 48 * Slips may be collecte-1 locally as conditions permit Construction Notes 1. Prior to beginning any work, a pre -construction meeting will be held for review of proc--fi,:res, project scheduling, erosion control, and storage or off -site transportation of grading spoils. Representatives of the City of Renton, project owners, participating general cone actors, and the wetland biologist should attend this meeting. 2. It is important to the success of the project in meeting the wetland creation objectives fiat the wetland biologist provide periodic observation services during the grading of the new wetland areas. The wetland biologist will be able to make design adjustments dependinf -n conditions encountered during construction. 3. Limits of the area to be graded will be clearly marked to minimize intrusion into sensi, i : e wetland or buffer areas. 4. Access to the mitigation area will be limited to clearly marked points as indicated on l:te Grading Plans. Access points can be adjusted to avoid existing trees. Best management practices will be used to control erosion and minimize environmental impacts due to construction traffic. At the completion of the project, the access points will be tilled to loosen compressed soils, and the site replanted with native trees and shrubs. 5. Grading work within wetland areas should be completed during the summer months (Itdy through mid -October) when conditions will be dry and work can be completed with minimum disturbance to underlying soils. 6. To minimise damage to soils, a tracked backhoe will be used to grade the new wetlane areas. 7. Wetland soils removed during grading will be stored on site for return during final grating. 8. Mitigation areas will be over -excavated by at least one foot. Final grade will be achieved by returning stored wetland soils and the addition of suitable organic topsoils or wetland soils. 9. Upon completion of the grading work, a report will be prepared documenting as -built condtions. Contingency plans If it becomes apparent from the monitoring program that the mitigation objectives are no: being met, a joint determination by the project applicant, the wetland biologist, and the City of Renton will be made to implement a contingency plan. The contingency plan can include measures such as replacing plants that have not survived and removing competing weedy species. Other measures to be considered in the event the mitigation objectives are not being met, can include redirecting storm runoff into the wetland or regrading and replanting. Planting Notes 1. Prior to beginning any work, a pre -construction meeting will be held for review of procedures, project scheduling and availability of plant materials. Representatives of the City of Renton, project owner, participating general and landscape contractors, and the wetland biologist will attend this meeting. At least two days notice of the intent to begin work should be given to Tetra Associates, Inc. before work in the wetland areas is begun. 2. The wetland biologist will provide periodic observation services during construction to observe implementation of the mitigation plan. The wetland biologist will be available to make design adjustments depending on conditions encountered during construction. 3. The contractor shall be responsible to provide sound, healthy vigorous plants Rithout defects. The contractor will provide irrigation for new plant materials as necessary and shall warrant survivability of plants for one year after acceptance of planting. 4. Prior to installation of new plant material, the site will be prepared by removing unwanted invasive species. Himalayan blackberry can be physically pulled out or cut, and reed canarygrass should be cut. 5. Plantings of nursery stock maybe made depending on availability from suppliers. Some plant materials may not be available during summer months and planting can be delayed until the winter dormant period. Bare root materials maybe used during winter dormant seasoiL If planting is to be completed during summer months, balled and burlap materials shall be used. Clean topsoil should be used to backfill planting holes. 6. Plant substitutions may be possible with approval of the wetland biologist and the City of Renton. Any substitutions will be native to the Puget Sound region. 7. Plant locations as shown are approximate only and may be adjusted in field at time of planting. The wetland biologist should be present during planting to assist is identifying planting locations by species. 8. Non-native weedy species, including Scofs Broom, Himalayan blackberry, and reed canarygrass should be removed at time of construction work. Control measures should also be provided during the five year monitoring period to eliminate non-native weedy species. Ur` 0 O 00 h �'D^ V r n _ L0 N Lij {� °' Q -/ w U L 0�w c p _ O� � U � C C a) c o v E Cn (� i= ) Q o Q � o C Y L.J._ W 0 0 0 U _^ a> a a t3 a � a 3 as o . a a — a cc LO N W J W Q = W U r Q 0 �J QD z (D) % o -- . L_ 0 -C: Q 0 M z�� Q Q 75 0 z a -� 0 Q Q W �J a U7 � O O O CV Q 0 a L 0 C� Project No. T-2798 Sheet No. 1 of 3 i LOT Z 6 Existing Wetland \ Limits L 0 217/ App�(mate Wetland I I at; n Limit e o L \ � � TRACT �J 1�\R\ / o I P K � \ Appro imate im;� 0 �9 6 rose of G ding CO 70 O Wood 0 6 S° w berfy \ 0 ®� ® ® Install Temporary 6 Construction Fence \ \ u �� 0 O/ U 0 ® CD SP 1 O o U I V ® I 0 2 6 rose � 10 / °9wood 90 �O o I O a0 ° co)) o N Oa o ,° S / o�Zoo \° o I 0 ° , o; °s �/ 9 U O 'o ' V Z s01 I \/ 10 U �ber� O\ / o o \� °willow o / -cApproximate Limit I U Q 1 O a� V ° ° o of Grading ExistingWetland o ��s 2r ( I Limits \ 0 0 10 willow , r / v _Z9 � o� I O 0 O I o ��°� '° �o ° Temporary Construction \ ° Access. Access should, eaA0 l0 w/ii°w be adjusted to avoid 1 \1� \/ ` i � 'o existing trees. Access \ o ASS will be tilled and re— \ Page � ®� I planted upon completion \ ° 25 se e '° of the project. \ .5- anO dOqY°o n n N <� a /° I o� d Install Temp rary Construction Xnce 10 willow 90 01 1)01 / I O o 0 o �°9� 10 dogwood \ 00 LOT 10 Existing 'Wetland / \ limits Existing Wetland Stump, maximum 18—inch diameter Log, 12— to 18—inch diameter -!!!! �-4-,- APPROXIMATE SCALE 20 0 20 40 feet Mammal PLANTING DETAIL PLANT SCHEDULE Symbol WETLAND Scientific Name CREATION AREA 1 Common Name Size Quantity Co Popu/us trichocorpa Black Cottonwood 3' — 4' 37 OD Pseudotsuga menziesii Douglas Fir 3' — 4' 7 OTsuga heterophyllo Western Hemlock 3' — 4' 5 © SC& lGsicndre Pacific Willow 2—gal. 62 Ce Thujc pliccta Western red —cedar 2—gal. 24 Crotaequs doug/asii Black Hawthorn 2—gal. 41 sb Ame/anchier a/nifolic Serviceberry 2—gal. 21 10 salmonberry Rubus spectcbi/is Salmonberry 1—gal. 90 10 willow sc&, spp. Willow *slips 360 10 dogwood Cornus stolonifera Red —osier dogwood 1—gal. 160 25 sedge Carex obnupta Slough sedge 1—gal. 75 6 snowberry Symphoricarpos o/ba Snowberry 1—gal. 30 EED Rosa nootkana Nootka rose 1—gal. 78 * Slips moy be collected locally as conditions permit. Construction Notes 1. Prior to beginning any work, a pre -construction meeting will be held for review of procedures, project scheduling, erosion control, and storage or off -site transportation of grading spoils. Representatives of the City of Renton, project owners, participating general contractors, and the wetland biologist should attend this meeting. 2. It is important to the success of the project in meeting the wetland creation objectives that the wetland biologist provide periodic observation services during the grading of the new wetland areas. The wetland biologist will be able to make design adjustments depending on conditions encountered during construction. 3. Limits of the area to be graded will be clearly marked to minimize intrusion into sensitive wetland or buffer areas. 4. Access to the mitigation area will be limited to clearly marked points as indicated on the Grading Plans. Access points can be adjusted to avoid existing trees. Best management practices will be used to control erosion and minimize environmental impacts due to construction traffic. At the completion of the project, the access points will be tilled to loosen compressed soils, and the site replanted with native trees and shrubs. 5. Grading work within wetland areas should be completed during the summer months (July through mid -October) when conditions will be dry and work can be completed with minimum disturbance to underlying soils. 6. To minimise damage to sons, a tracked backhoe will be used to grade the new wetland areas. 7. Wetland soils removed during grading will be stored on site for return during final grading. 8. Mitigation areas will be over -excavated by at least one foot. Final grade will be achieved by returning stored wetland soils and the addition of suitable organic topsoils or wetland soils. 9. Upon completion of the grading work, a report will he prepared documenting as -built condtions. Contingency plans If it becomes apparent from the monitoring program that the mitigation objectives are not being met, a joint det--nnination by the project applicant, the wetland biologist, and the City of Renton will be made to implement a contingency plan. The contingency plan can include measures such as replacing plants that have not survived and removing competing weedy species. Other measures to be considered in the event the mitigation objectives are not being met, can include redirecting storm runoff into the wetland or regrading and replanting. Planting Notes 1. Prior to beginning any work, a pre -construction meeting will be held for review of procedures, project scheduling and availability of plant materials. Representatives of the City of Renton, project owner, participating general and landscape contractors, and the wetland biologist will attend this meeting. At least two days notice of the intent to begin work should be given to Terra Associates, Inc. before work in the wetland areas is begun. 2. The wetland biologist will provide periodic observation services during construction to observe implementation of the mitigation plan. The wetland biologist will be available to make design adjustments depending on conditions encountered during construction. 3. The contractor shall be responsible to provide sound, healthy vigorous plants without defects. The contractor will provide irrigation for new plant materials as necessary and shall warrant survivability of plants for one year after acceptance of planting. 4. Prior to installation of new plant material, the site will be prepared by removing unwanted invasive species. Himalayan blackberry can be physically pulled out or cut, and reed canarygrass should be cut. 5. Plantings of nursery stock may be made depending on availability from suppliers. Some plant materials may not be available during summer months and planting can be delayed until the winter dormant period. Bare root materials may be used during winter dormant season. If planting is to be completed during summer months, balled and burlap materials shall be used. Clean topsoil should be used to baekfill planting holes. 6. Plant substitutions may be possible with approval of the wetland biologist and the City of Renton. Any substitutions will be native to the Puget Sound region. 7. Plant locations as shown are approximate only and may be adjusted in field at time of planting. The wetland biologist should be present during planting to assist is identifying planting locations by species. 8. Non-native weedy species, including Scot's Broom, Himalayan blackberry, and reed canarygrass should be removed at time of construction work. Control measures should also be provided during the five year monitoring period to eliminate non-native weedy species. r or Balled and Burlapped plastic and twine from wrapping. wrapping from upper surface of root ball. nd root ball with stockpiled soil. it Plantina ng pit with stockpiled topsoil, soil is lightly compacted, yids around plant roots. Ur` z C' I O O 00 h te�at)� `J r n _ N UJ a� L O c <C n w - L U _0w o oo0 U)C U � C o °' U) Q) E Q Q w - C:ry NN ry Y W 0 o w �— U `f' a a � a 3 a a = . : a a L0 a, N e Li D N W < F LU U [)� C U) Q O � z o � U) � z OC- .— Q O Z C o z Q a� Q Q 0 LLJ a) a a) I— Iz 0 o 0 0 c\1 Q i .L CL Q 0 t2 N � � Cl- C:) Project No. T-2798 Minimum two times root ball size. Sheet No. 2 of 3 EXISTING SITE CONDITIONS Existing Site Conditions The subject property is located south of SE 128th Street and east of 148th Avenue SE, in Renton, Washington. The property is an irregularly shaped parcel of approximately 62.73 acres located north of SE 136th Street and between 148th Avenue SE and 152nd Avenue SE. The north edge of this parcel is irregular, with a portion extending as far as SE 128th Street. Small parcels adjacent to 128th Street SE are excluded. Most of the surrounding property is undeveloped, although there are existing residential subdivisions east and west of the property on SE 132nd Street and on SE 136th Street, southeast and southwest of the site. The site is currently undeveloped and is mostly covered by second- or third -growth mixed coniferous/broadleaf forest. Common tree species on the site include big -leaf maple (Ater macrophyllum), Douglas fir (Pseudotsuga menziesii), red alder (Alnus rubra), western red cedar (Thuja plicata), and black cottonwood (Populus trichocarpa), Dominant understory plant species includes vine maple (Ater circinatum), salmonberry (Rubus spectabilis), Himalayan blackberry (Rubus discolor), red elderberry (Sambucus racemosa), and sword fern (Polystichum munitum). Only one soil type, Alderwood gravelly sandy loam, is mapped on the property (King County Soil Survey, U. S. Soil Conservation Service, 1973). Alderwood soil is described as a moderately well drained soil formed under conifers in glacial deposits. It has a consolidated substratum at a depth of 24 to 40 inches. The Alderwood soil is not included on the National Technical Committee on Hydric Soils listing of hydri,, soils. Our observations of soil conditions on the upland portions of the property are generally consistent with the description for this soil type. Topographically, the property slopes from a high area at the northeast corner to a low area in the southwest comer. The northern portion of this parcel has some relief between low ridges and drainages, but the south and west areas are relatively flat. This parcel has several stream corridors and wetland areas, generally draining in a northeast to southwest direction. Wetland A and Unnamed Intermittent Stream Wetland A is a long narrow area of wetland conditions associated with an unnamed intermittent stream. The stream flows from the northeast comer of the subject property diagonally to the southwest comer. The area of Wetland A is approximately 74,825 square feet (1.72 acres). There was surface flow along the entire length of this channel during January. There was no surface flow in May, but there was a well-d:;fined channel with saturated soil throughout the corridor. The source of water in this stream appears to be surface water runoff from a fairly small drainage basin. West of the property, this stream flows into another intermittent stream on adjacent property, and then flows to the southeast. This stream flows into the Cedar River approximately one mile downstream from the property. Wetland conditions are present adjacent to the flowing channel for most of its length. Both sides of this stream corridor/wetland were flagged across the property. Soil samples in Wetland A were black (10 YR 2/1) with no mottles to dark brown (10 YR 3/3) with dark yellowish brown (10 YR 4/4) mottles. Within the stream channel, soils were very sandy and gravelly, and were bare or had some matted leaf debris. The soil in wetland areas adjacent to the stream channel had less sand and a higher organic content. Red alder (Alnus rubra), black cottonwood (Populus trichocerpa), and western red cedar dominate the vegetation along the stream corridor. The dominant shrub species include salmonberry, willows (Salix spp), and hardback spirea (Spirea douglasii). Dominant understory vegetation includes lady -fern (Athyrium filix femina) and creeping buttercup (Ranunculus repens), with some areas of slough sedge (Carex obnupta) and skunk cabbage (Lysichitum americanum). The slopes above the stream are dominated by big -leaf maple, red alder, salmonberry, Himalayan blackberry, red elderberry, Cascade Oregon grape (Berberis nervosa), and sword fern. This area satisfies the criteria for designation as wetland based on hydrophytic vegetation, hydric soils, and inundated or satur;,,ted conditions. Using the classification system developed by the U.S. Fish and Wildlife Service (USFWS, December 1979, Classification of Wetlands and Deepwater Habitats of the United States), this wetland is predominantly a palustrine forested wetland, dominated by broad-leaved deciduous vegetation (PF01). The flowing channel would be an intermittent, riverine streambed with a sandy bottom (R4SB4). This corridor is not shown in the King County Sensitive Areas Atlas or on the National Wetlands Inventory map (Renton quadrangle, USFWS,1987). It is our interpretation of the City of Renton regulations (Section 4-32-3-D) that the wetland associated with this stream corridor is a Category 2 wetland. It is greater than 2,200 square feet in area, it is at the headwaters of an intermittent stream, and is dominated by a for: sted vegetation class with minimal disturbance. Proposed Development and Impacts It is proposed to develop the property for construction of a residential subdivision, as shown on the project plans prepared by _°odds Engineers, Inc A network of new public streets will provide access to the residential lots. One access point to the development is located on 152nd Avenue SE at SE 132nd Street at the eastern edge of the property. The other access point is to SE 128th Street via new construction on 148t1; Avenue SE. SE 132nd Street will be a new arterial across the property to connect with existing streets. Wetland Impacts The proposed site development plan is designed to avoid impacts to wetland and buffers wherever possible, and to minimize impacts that are unavoidable. Wetlands F, G, and H, are isolated, unregulated wetlands, and are proposed to be filled for construction of the project. No other wetlands will be directly impacted for construction of residential building lots. Construction of the new street network will require five wetland and/or stream crossings. One crossing will be located on the narrow intermittent stream between Wetlands B and C. Crossings will be required on Wetlands A and B to allow SE 132nd Street to cross the property. The west end of Wetland E will be impacted by construction of 148th Avenue SE. Another crossing over Wetland A will be required to provide access to the southern portion of the site. Where possible, these crossings have been located at narrow parts of the wetlands to minimize impacts. The total area of these impacts is approximately 10,150 square feet. The road system for the proposed residential subdivision has been designed to minimize the extent of the wetland impacts and to satisfy requirements for providing public right-of-way access to adjoining properties. It is not feasible to provide access across the property from east to west and north to south without crossing the linear wetland areas on the property. There is no alternative road design which would further minimize wetland impacts and would provide a satisfactory traffic pattern within the project boundaries and which matches existing public rights -of -way. WETLAND MITIGATION PLAN Goals and Objectives Terra Associates, Inc. prepared a Conceptual Wetland Mitigation Plan dated July 20, 1999 for the Maplewood project in Renton, Washington. This final Wetland Creation and Mitigation Plan is based on the Conceptual Wetland Mitigation Plan. The primary goal of this Wetland Creation and Mitigation Plan is to mitigate for the loss of wetland form and function due to project related street construction. The entire area being graded for the purpose of wetland creation will be revegetated using native wetland plants. Buffer areas disturbed will be revegetated using native upland plants. The objectives of this Wetland Creation and Mitigation plan are to create two new areas of wetland to mitigate for the loss of 10,150 square feet of wetland due to project related street construction. Because the wetlands are classified by the City of Renton as forested Class 2 wetlands, the required mitigation ratio (wetlands mitigated : wetlands impacted) is 3: 1. Wetland Mitigation Concept The area of direct wetland impact related to street construction is approximately 10,150 square feet combined. Because these are forested Class 2 wetlands, the City of Renton requires a 3:1 mitigation ratio (created wetland vs. impacted wetland) (Section 4-32-6.C.3). With this mitigation ratio, approximately 30,450 square feet of wetland mitigation area must be provided. The total area available for wetland creation is approximately 36,119 square feet in two areas adjacent to Wetland A. The smaller of these areas (14,093 square feet) is at a relatively wide part of the wetland, upstream from a road crossing. This area is currently dominated by a dense thicket of Indian plum and salmonberry, with only three large alders and one cottonwood A small ridge on the southwest edge of this area supports several large Douglas firs and western hemlocks that should be preserved. The larger area (22,022 square feet) is on the northwest side of Wetland A near the center of the property. This area is dominated by red alder, vine maple, Indian plum, salmonberry, and sword fern. Ten large alders and two medium western hemlocks are within this area, The areas proposed for wetland mitigation will be planted with a variety of native tree, shrub, and emergent species adapted to the expected hydrologic conditions. Species to be planted include black cottonwood, Douglas fir, western hemlock (Tsuga heterophylla), western red -cedar, black hawthorn (Crataegus douglash), Pacific willow (Salix lasiandra), red -osier dogwood (Cornus stolonifera), salmonberry, willows, snowberry (Symphoricarpos albus), and slough sedge. It is anticipated that other species, including red alder, black cottonwood, and hardback spirea, will become established in these areas by natural propagation. Buffer areas that are disturbed during construction or mitigation activities will be replanted with native species tolerant of drier conditions. Species to be used in the buffers include western hemlock, Douglas fir, black hawthorn, and serviceberry (Amelanchier alnifolia). Wetland Hydrology In their present configuration, the site wetlands are hydrologically supported by the near -surface perched water table. They have a seasonal hydroperiod with some standing water present to depths of about 12-inches. During the winter and early spring seasons, there is some surface flow moving through the wetlands. Surface water slowly dissipates during the spring and early summer. Soils remain wet within the wetland: during the summer and fall, but no surface water is present and soils are not saturated. Recharge of the wetlands begins with the rains in late October. The created wetland mitigation areas will be designed to mimic the natural wetland hydroperiod. Shallow excavation will allow overflow- of surface water from the existing wetland into the created wetland areas. Roof and footing drains from adjacent lots can be directed into the preserved wetlands to supplement natural flows. The hydrologic regime design goal for the created wetland areas is to maintain saturated soil conditions to within a minimum of 12-inches of the surface across the limits of the created wetland area through early April. This hydrology condition satisfies the criteria for definition as a wetland and will be similar to the existing wetland hydrology. MONITORING PLAN Standards of Success The mitigation design objective will be considered to have been satisfied at the end of the five year monitoring period if it is demonstrated that there are native species growing over the mitigation area and that the habitat areas established meet the mitigation design goals and objectives. Invasive, non-native weedy species such as Scot's broom, Himalayan blackberry and reed canarygrass are not considered suitable species i:or inclusion in the mitigation area. The percent aerial cover by these species will not be greater than 10 percent at the end of the monitoring ;)eriod. A determination of the success in achieving the mitigation goals and objectives will be based on the following standards: 1. A minimum of 80 percent average native vegetative cover of trees and shrubs throughout the mitigation areas. Plant species composition shall meet the intent of the mitigation goals. 2. One hundred percent survival of planted shrubs at the end of the first year. Any plant materials that have not survived shall be replaced during the first year. 3. Eighty percent survival of planted trees and shrubs at the end of the five year monitoring period. This survival rate is established as a L._..d and may be adjusted where natural regeneration and growth has resulted in minimum plant cover as defined in Item 1 above. Weedy and invasive species such as reed canarygrass and Himalayan blackberry will not be considered suitable substitutes for the planted species. 4. Less than ten -percent cover within the designated mitigation areas by invasive weedy species at the end of each growing season durin- .;e five-year monitoring period. 5. Saturated soils to within 12 inches of the surface throughout the limits of the wetland creation areas at least until April 1 of each of the monitoring years. 6. A minimum of three native scrub -shrub species within the wetland creation area and two tree species on the adjacent upland buffer. Existing Wetland Wetland Creation Area Wetland Mitigation Construction Aces Sampling Methods Vegetative cover will be sampled by measurements along 50-foot long permanently established transects. Data to be collected on these transects include surviving plant numbers and aerial coverage by species. These transects will be located to provide adequate sampling of the different vegetation zones in the mitigation area. A minimum of two transects will be established in the mitigation area. Permanent stakes will identify the end points of each transect. In addition to the sample transects, permanent photo points will be established from which the mitigation area can be photographed. These photos will provide a pictorial record of the development of the area over time and will be used to supplement the quantitative sample transects. Wetland hydrology will be monitored visually and in shallow post hole or soil auger excavations during each monitoring inspection. Monitoring Schedule The project biologist shall provide construction inspection services during implementation of the mitigation plan to ensure that mitigation design objectives are being met. It is important that wetland biologist provide observation and consultation services when work is underway within mitigation areas. This is to assure that mitigation design is being appropriately interpreted and to be available to provide consultation and make adjustments in the event changed conditions are encountered and to identify the specific limits of work. The project biologist shall be present during grading work within the mitigation areas and at the time of planting. An initial report describing the as -built conditions will be prepared for submittal to the City of Renton, when construction work has been completed. This report will be prepared upon completion of the plantings for the project and will identify the work completed and document the baseline conditions for defining the success of the project in subsequent monitoring reports. Following completion of the project and acceptance of the plantings, the mitigation area will be monitored on the following schedule. 1. 30 days after completion 2. During the month of April of the first year after installation of the plant materials. 3. During June or July of the second year after installation. 4. Final inspection of the mitigation project five years after the mitigation plantings were installed and accepted as complete. 5. Hydrologic monitoring of the mitigation areas will be done twice between mid March and early April during the each of the five years of the monitoring period. The wetland biologist will monitor the project on the above schedule and prepare written reports addressing wetland hydrology, the survivability and growth of plant materials, as well as any recommendations for maintenance or remediation. These reports will be submitted to the City of Renton within two weeks of completing each monitoring visit. The wetland biologist will prepare a final report at the end of the five-year monitoring period to be submitted within thirty days of completing the final mitigation inspection. This report will address the success of the project in meeting the project objectives. Contingency Plans If it becomes apparent from the monitoring program that the mitigation objectives are not being met, a joint determination by the project applicant, the wetland biologist, and the City of Renton will be made to implement a contingency plan. The contingency plan can include measures such as replacing plants that have not survived and removing competing weedy species. Other measures to be considered in the event the mitigation objectives are not being met, can include redirecting storm runoff into the wetland or regrading and replanting. SITE MAP U z T 0' 0 0 Q) W E °' E a� W U Q) c, Q2 .v cn W U o Oa n U a) CZ c (Vn/ o E Q (� C 0 Qco W � NN L� co co W 0 0 U v l W 0 z z 0 U ry C/) z 0 U 0 0 Q� r` r` r` N co N 0 C- a_ O 00 c� 0 C_ Cn 0 a� a 0 co 0 N N 0 0 C� O 0 N APPROXIMATE SCALE ffi :. Project No. T-2798 200 0 200 400 feet mwmmi Sheet No. 3 of 3 EXISTING SITE CONDITIONS Existing Site Conditions The subject property is located south of SE 128th Street and east of 148th Avenue SE, in Renton, Washington. The property is an irregularly shaped parcel of approximately 62.73 awes located north of SE 136th Street and between 148th Avenue SE and 152nd Avenue SE. The north edge of this parcel is irregular, with a portion extending as far as SE 128th Street. Small parcels adjacent to 128th Street SE are excluded. Most of the surrounding property is undeveloped, although there are existing residential subdivisions east and west of the property on SE 132ad Street and on SE 136th Street, southeast and southwest of the site. The site is currently undeveloped and is mostly covered by second- or third -growth mixed coniferous/broadleaf forest. Common tree species on the site include big -leaf maple (Ater macrophyllum), Douglas fir (Pseudotsuga menziesh), red alder (Alnus rubra), western red cedar (Thuja plicatd,M, and black cottonwood (Populus trichocarpa). Dominant understory plant species includes vine maple (Acer circinatum), salmonberry (Rubes spectabilis), Himalayan blackberry (Rubus discolor), red elderberry (Sambueus racemosa), and sword fem (Potystichum munitum). Only one soil type, Alderwood gravelly sandy loam, is mapped on the property (King Comity Soil Survey, U. S Soil Conservation Sa vice,1973). Alderwood soil is described as a moderately well drained soil formed under conifers in glacial deposits. It has a consolidated substratum at a depth of 24 to 40 inches. The Alderwood soil is not included on the National Technical Committee on Hydric Soils listing of hydric soils. Our observations of soil conditions on the upland portions of the property are generally consistent with the description for this soil type. Topographically, the property slopes from a high area at the northeast comer to a low area in the southwest coma. The northern portion of this parcel has some relief between low ridges and drainages, but the south and west area are relatively flat. This parcel has several, stream corridor, and wetland areas, generally draining in a northeast to southwest direction. Wetland A and Unnamed Intermittent Stream Wetland A is a long narrow area of wetland conditions associated with an unnamed intermittent stream. The stream flows from the northeast coma of the subject property diagonally to the southwest comer. The area of Wetland A is approximately 74,825 square feet (1.72 acres). There was surface flow along the entire length of this channel during January. There was no surface flow in May, but there was a well-defined channel with saturated soil throughout the corridor. Tire source of water in this stream appears to be surface water runoff from a fairly small drainage basin. Nest of the property, this stream flows into another intermittent stream on adjacent property, and then flows to the southeast This stream flows into the Cedar River approximately one mile downstream from the property. Wetland conditions are present adjacent to the flowing channel for most of its length. Both sides of this stream conidor/wedand were flagged across the property. Soil samples in Wetland A were black (10 YR 2/1) with no mottles to dark brown (10 YR 313) with dark yellowish brown (10 YR 4/4) mottles. Within the stream channel, soils were very sandy and gravelly, and were bare or had some matted leaf debris. The soilin wetland areas aoijacait to the stream channel had less sand and a higher organic content. Red alder (Alnus rubra), black cottonwood (Populur trichocarpa), and western prod cedar dominate the vegetation along the stream corridor. The dominant shrub species include salmonberry, willows (Salix spp), and hardhack s�irea (Spirea douglasit). Dominant understory vegetation includes lady-fem (Athyrium frlix jvnina) and creeping buttercup (Ranunculus rgmns), with some area of slough sedge (Carex obnupta) and skunk cabbage (Lysichitum amalcansan). The slopes above the stream are dominated by big -leaf maple, red alder, salmonberry, Himalayan blackberry, red elderberry, Cascade Oregon grape (Berberis nervosa), and sword fern This area satisfies the criteria for designation as wetland based on hydrophytic vegetation, hydric soils, and inundated or saturated conditions. Using the classification system developed by the U.S. Fish and Wildlife Service (USFWS, December 1979, Classification of Wetlands and Deepwate- Habitat/ of the United States), this wetland is predominantly a palustrine forested wetland, dominated by broad-leaved deciduous vegetation (PFOI). The flowing channel would be an intermittent, riverine streambed with a .>andy bottom (R4SB4). This corridor is not shown in the King Coumc Sensitive Areas Atlas or on the National Wetlands Inventory map (Renton quadrangle, USFWS,1987). It is our interpretation of the City of Renton regulations (Section 4-32-3-D) that the wetland associated with this stream corridor is a Category 7 wetland. It is greater than 2,200 square feet in area, it is at the headwaters of an intermittent stream, and is dominated by a forested vegetation glass with minimal disturbance. Posed Development and Impacts It is proposed to t.evelop the prj?erty for construction of a residential subdivision, as shown on the project plans prepared by Dodds Engineers, lac A network of new public streets will provide access to the residential loth. One access point to the development is located on 152nd Avenue S 71 at SE 132nd Street at the eastern edge of the property. The other access point is to SE 128th Street via new construction on 148th Avenue SE. S" 132nd Street will be a new arterial across the property to connect with existing streets. Wetland Impacts The proposed site development plan is designed to avoid impacts to wetland and buffers wherever possible, and to minimize impacts that are unavoidable. Wetlands F, G, and H, are isolated, unregulated wetlands, and are proposed to be filled for construction of the project. No other wetlands will be directly impacted for construction of residential building lots. Construction of the new street network will require five wetland and/or stream crossings. One crossing will be located on the narrow intermiv eat stream between Wetlands B and C. Crossings will be required on Wetlands A and B to allow SE 132nd Street to cross the property. The wesu cad of Wetland E will be impacted by construction of 148th Avenue SE. Another crossing over Weiland A will be required to provide access to the southern portion of the site. Where possible, these crossings have been located at narrow parts of the wetlands to minimize impacts. The total area of these impacts is approximately 10,150 square feet. The road system for the proposed residential subdivision has been dcsigned to minimize the extent of the wetland impacts and to satisfy requirements for providing public right-of-way access to adjoining properties. It is not feasible to provide access across the property from east to west and rarth to south without crossing the linear wetland areas on the property. There is no alternative road design which would further minimize wetland impacts and would provide a satisfactory traffic pattern within the project boundaries and which matches existing public rights -of -way. WETLAND MITIGATION PLAN Goals and Objectives Terra Associates, Inc. prepared a Conceptual Wetland Mitigation Plan dated July 20,1999 for the Maplewood project in Rento.-4 Washington This final Wetland Creation and Mitigation Plan is based on the Conceptual Wetland Mitigation Plan. The primary goal of this Wetland Creation and Mitigation Plan is to mitigate for the loss of wetland form and function due to project related street construction. The entire area being graded for the purpose of wetland creation will be revegetated using native wetland plants. Buffer area dii will be revegetated using native upland plants. The objectives of this Wetland Creation and Mitigation plan are to create two new area of wetland to mitigate for the loss of 10,150 square f, et of wetland due to project related street construction. Because the wetlands are classified by the City of Renton as forested Class 2 wetlands, the :rquired mitigation ratio (wetlands mitigated : wetlands impacted) is 3:1. Wetland Mitigation Concept The area of direct wetland impact related to street construction is approximately 10,150 square feet combined. Because these are forested Clcss 2 wetlands, the City of Renton requires a 3:1 mitigation ratio (created wetland vs. impacted wetland) (Section 4-32-6.C.3). With this mitigatio i ratio, approximately 30,450 square feet of wetland mitigation area must be provided The total area available for wetland creation is approximately 36,119 square feet in two areas adjacent to Wetland A. The smaller of these areas (14,093 square feet) is at a relatively wide part of the wetland, upstream from a road crossing. This area is currently dominated by a dense thicket of Indian plum and salmonberry, with only three large alders and one cottonwood. A small ridge on the southwest edge of this area supports several large Douglas firs and western hemlocks that should be preserved The larger area (22,022 square feet) is on the northwest side of Wetland A near the center of the property. This area is dominated by red alder, vine maple, Indian plum, salmonberry, and sword fern. Ten large alders and two medium western hemlocks are within this area. The areas proposed for wetland mitigation will be planted with a variety of native tree, shrub, and emergent species adapted to the expected hydrologic conditions. Species to be planted include black cottonwood, Douglas fir, western hemlock (Tsuga heterophylla), western red -cedar, black hawthorn (Crataegus douglasii), Pacific willow (Salix lasiandra), red -osier dogwood (Cornus stolonifera), Winonberry, willows, snowberry (Symphoricarpos albus), and slough sedge. It is anticipated that other species, including red alder, black cottonwood, and hardhack spirea, will become established in these area by natural propagation. Buffer areas that are disturbed during construction or mitigation activities will be replanted with native species tolerant of drier conditions. Species to be used in the buffers include western hemlock, Douglas fir, black hawthorn, and serviceberry (Amelanchier alnifolia). Wetland Hydrology In their present configuration, the site wetlands are hydrologically supported by the near -surface perched water table. They have a seasonal hydroperiod with some standing water present to depths of about 12-inches. During the winter and early spring seasons, there is some surface flow moving through the wetlands. Surface water slowly dissipates during the spring and early summer. Soils remain wet within the wetlands during the summer and fall, but no surface water is present and soils are not saturated. Recharge of the wetlands begins with the rains in late October. The created wetland mitigation areas will be designed to mimic the natural wetland hydroperiod. Shallow excavation will allow overflow of surface water from the existing wetland into the created wetland areas. Roof and footing drains from adjacent lots can be directed into the preserved wetlands to supplement natural flows. The hydrologic regime design goal for the created wetland areas is to maintain saturated soil conditions to within a minimum of 12-inches of the surface across the limits of the created wetland area through early April. This hydrology condition satisfies the criteria for definition as a weditrid and will be similar to the existing wetland hydrology. MONITORING PLAN Standards of Success The mitigation design objective will be considered to have been satisfied at the end of the five year monitoring period if it is demonstrated that there are native species growing over the mitigation area and that the habitat areas established meet the mitigation design goals and objectives. Invasive, non-native weedy species such as Scot's broom, Himalayan blackberry and reed canarygrass are not coasidered suitable species for inclusion in the mitigation area. The percent aerial cover by these species will not be greater than 10 percent at the end of the monitoring period A determination of the success in achieving the mitigation goals and objectives will be based on the following ►tandards: 1. A minimum of 80 percent average native vegetative cover of trees and shrubs throughout the mitigation areal. Plant species compoaicioa shall meet the intent of the mitigation goals. 2. One hundred percent survival of planted shrubs at the end of the first year. Any plant materials that have not survived shall be replaced di. ing the first year. 3. Eighty percent survival of planted trea and shrubs at the end of the five year monitoring period This survival rate is established as a goal and may be adjusted where natural regeneration and growth has resulted in minimum plant cover as defined in Item 1 above. Weedy and invaswe sr ics such ac geed canarygrass and Himalayan blackberry will not be considered suitable substitutes for the planted species. 4. Less than tee-; acent cover within the designated mitigation areas by invasive weedy species at the end of each growing season during to five-year monitoring period 5. Saturated soils to within 12 inches of the surface throughout the limits of the wetland creation area at least until April 1 of each of the monitoring years. 6. A minimum of three native scrub -shrub species within the wetland creation area and two tree species on the adjacent upland buffer. Existing Wetland Wetland Creation Area Wetland Mitigation Construction Accss Sampling Methods Vegetative cover will be sampled by measurements along 50-foot long permanently established transects. Data to be collected on these transects include surviving plant numbers and aerial coverage by species. These ft ansects will be located to provide adequate sampling of the different vegetation zones in the mitigation area. A minimum of two transects will be established in the mitigation area. Permanent stakes will identify the end points of each transect. In addition to the sample transects, permanent photo points will be established from which the mitigation area can be photographed. These photos will provide a pictorial record of the development of the area over time and will be used to supplement the quantitative sample transects. Wetland hydrology will be monitored visually and in shallow post hole or soil auger excavations during each monitoring inspection. Monitoring Schedule The project biologist shall provide construction inspection services during implementation of the mitigation plan to ensure that mitigation design objectives are being met. It is important that wetland biologist provide observation and consultation services when work is underway within mitigation areas. This is to assure that mitigation design is being appropriately interpreted and to be available to provide consultation and make U adjustments in the event changed conditions are encountered and to identify the specific limits of work. The project biologist shall be present during z >. v� grading work within the mitigation areas and at the time of planting. 0 An initial report describing the as -built conditions will be prepared for submittal to the City of Renton, when construction work has been completed. 0 a� This report will be prepared upon completion of the plantings for the project and will identify the work completed and document the baseline U) Q, conditions for defining the success of the project in subsequent monitoring reports W �_ 07 0 Following completion of the project and acceptance of the plantings, the mitigation area will be monitored on the following schedule. U c • �, L 30 days after completion � • � w 2. During the month of April of the first year after installation of the plant materials. U 0 . o C .0 w 3. During June or July of the second year after installation. (n Q v a Final inspection of the mitigation project five years after the mitigation plantings were installed and accepted as complete. V J � c4. o 5. Hydrologic monitoring of the mitigation areas will be done twice between mid March and early April during the each of the five years of the Q C c w monitoring period ry The wetland biologist will monitor the project on the above schedule and prepare written reports addressing wetland hydrology, the survivability and � growth of plant materials, as well as any recommendations for maintenance or remediation. These reports will be submitted to the City of Renton W c within two weeks of completing each monitoring visit. The wetland biologist will prepare a final report at the end of the fivo-year monitoring c0 period to be submitted within thirty days of completing the final mitigation inspection. This report will address the success of the project in meeting �--- the project objectives. Contingency Plans If it becomes apparent from the monitoring program that the mitigation objectives are not being met, a joint detem ination by the project applicant, the wetland biologist, and the City of Renton will be made to implement a contingency plan. The contingency plan eau include measures such as replacing plants that have not survived and removing competing weedy species. Other measures to be considered a the event the mitigation objectives are not being met, can include redirecting storm runoff into the wetland or regrading and replanting. SITE MAP APPROXIMATE SCALE 200 0 200 400 feet LU 0 z N L_ 0 d. Q� tZ O 0 N r` r` r` r` i N e0 N a) c 0 s 0 00 rn c 0 c a c 0 Y o_ a� to -o a 0 U) 3 0 LO N N 0 U) 0 4� s U 0 N O C� Project No. T--2798 Sheet No. 3 of 3 — — 20' REAR YARD SETBACK I 4 I Q ml LU I U ! Plan 5 has 2,080 sf of coverage QI Or 54.790, on a 6,000 sf lot Q 0I 10 inI Iif) ------------ ---- 1 J Main 1,560 sf Upper 1,2g0 sf J�1 15' FRO T1 YA_RD_SETBAGK L15' FRONT YARD_5E_TB_AG_K — —1 F_R--Q 1 EASEMENT FROM EASEMENT I I _ V- an QC 648 sf I �I !. �IW . Dlw L—==�=_ _ --i 5SIDE YARD SETBACK �O RA}�YAf D ST�77�Gi—G W �Q Main I,IgO sf � Upper 1,510 sf 1 I 1 I 660 sf 1 -------------� I I I I I I i oiF= F- I Plan 4 has I q I sf Of coverage or 52.290/. on o 6,000 sf lot 5SIDE YARD SETBACK — — — • — — —. — _ _ — — pper I,O50 sf 15' SIDE YARD SETBACK -ALONG A STREET Plan 2 has 1,606 sf of coverage or 26.89/6 n a 61000 sf lot I iQ u �- r,, � kn f ) 0 ;D r �Q Main 1,200 sf p !,n Upper 1,100 sf J 452 s f ---- 7-1 Iq8 sf II • • i I5' FRONT YR AD S_ETBA KJ L — — — — — — — — J FROM EASEMENT w L r,l iI y 42 s f Plan 5 has I,giq sf f coverage or 51.q901 on a 6,000 sf lot U I � I /S , • � I I� 2 ACCESS EASEM!N 1 I� w/20'. P IVEWA%i' i . i QIZ Q1LU �ILU �I W Flo in Plan One/l,850 finished square feet plus 200 SF of Mh options Ma in Floor Upper Floor j Great Room raster Suite Dining Room 2 Bedrooms Kitchen/Nook Hall Bath ARCH ITE RA Laundry Loft I PowderGR I 2 car Garage n .20' REAR YARD SETBACK Plan Two/2,150 finished square feet plus options Ma in Floor Upper Floor Living Room Master Suite 1530140th Avenue Northeas Suite 200 Dining Room 2 Bedrooms 41 Plan 6 has 2,100 sf of covera e Kitchen/NOok/Famil Nall Bath Bellevue, Washington 9800! P I g y (425) 746-2995 O r' 5.0 % O n a 6 000 S f I lot ! Laundry Loft Fax (425) 562-2956 � I Powder Bonus option Q 2 car Garage ®® IW — Plan Three/2 300 finished s Q � � square feet Options plus q p Ma in Floor Upper Floor Great Room Master Suite Dining Room 2 Bedrooms ! Kitchen/Nook Na I I Ba th ! ! Den Loft 1 P a Laundry f , Powder ,.., 3 car Ga ra e ^ .�.. Plan Four/2,500 finished square feet plus options Main 15�0 sf 'And , Main Floor Upper Floor Upper 1280 sf ! Living Room Halter Suite A. Dining Room 3 Bedrooms •^ Kitchen/Nook/Family Nall Bath �J Laundry Loft i I ! Powder Bonus option 3 car Garage t/;� �L� Plan Five/2,r 50 finished square feet plus options Ma in Floor j Upper Floor Living Room Haster Suite j Dining Room 3 Bedrooms �� •� Kitchen/Nook/Fami ly Hall Bath �--� 1- Den Loft J� L — — — — La undr Bonus o t i on i 660 sf Powder 14 r--------------- j 3 car Garage Each plan to also include the following: Kitchen Work Center «ox(o) �•! One fireplace in Family UJa Ik in pantry/no cabinets JIM" 44 x60 kids tub/shower 100.00 �! ! Front porches �1 ' Garages: �� M%M? �I. ! 20'x22' plus meth (min size) (_ �n 2 cars get extra storage space ()Iw . 3 car options where space allows Option to turn 90d on some plans !� Option to add room at tandem gara e of LU Option for attic truss Bonus above �lo Framing: HIV 2x4 exterior walls ----� 2x8 foists 'S main floor 5' SIDE YARD AGK 2x10/12 'upper floor or I joists if necess. Dimensional lumber preferred/g lulam headers ok Easy framing Simple stair configurations 5' SIDE YARD x5ETBACK (0" Foundation walls where allowed Joe does structural markups '1M9 Charlie Volker does Lateral Qi �I Exteriors: Updated craftsman look �` V Composition roofs w/5:12 min or r :12 max pitch 9' 1"(a in floor/8' Upper floor �I Nardi -plank siding L till Slider or Picture windows/csmt on where need for r — U1 front elev. 7J - I 2 or 3 elevation options For p each plan - r project no.:Genera I: J, 40'x6e' footprints 2 m m 2 2 Main q50 sf I Lots are 5,400 to 6 ,000 sf drawn by: U q00 sf I Coverage allowed is 35io of footprint CBs Upper I le. ro,000 sf lot allows 2,100 sf house/garage porch checked by: 1 "6 pack" configuration w/shared driveways x Houses at clusters need to work together date: May I, 2000 15' SIDE YT YARD SETBACK -ALONG A STREET Plan I has 1,456 sf of coverage PREL I M I NARY PLANS APPROVED or 24.2% on a 6,000 el lot BY: revisions: The BIENZ ARCHITECTURAL GROUP, In COPYRIGHT 2000 M M M M 0 sheet: N W 1/4, SEC. 14, T WP. 23 N., RGE, 5 E. , W, M. SCALE: 1" = 200' 0 100 200 400 LEGAL DESCRIPTION PARCEL A: THE WEST HALF OF THE WEST HALF OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLIAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON. EXCEPT THAT PORTION THEREOF OF THE NORTH 500.00 FEET LYING EAST OF THE EAST LINE OF THE WEST 30 FEET OF SAID SUBDIVISION; AND EXCEPT THAT PORTION THEREOF LYING WITHIN THE EAST 225.00 FEET OF THE SOUTH 468.00 FEET OF THE NORTH 968.00 FEET OF SAID SUBDIVISION; AND EXCEPT THAT PORTION THEREOF CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 632253 FOR SOUTHEAST 126TH STREET. PARCEL B: THE EAST HALF OF THE WEST HALF OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLIAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER AND EXCEPT THE EAST 30 FEET OF SAID PREMISES CONVEYED TO KING COUNTY FOR ROAD; AND EXCEPT THAT PORTION CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 632233. OUJNER/AFI=L (CANT BURNSTEAD CONSTRUCTION 11215 - 120TH AVE. N.F., SUITE 201 BELLEVUE, WASHINGTON 98005 (425) 454-leOC CONTACT: RON HUGHES PLANNER/ENGINEER/SURVEYOR DODDS ENGINEERS, INC. 4205 - 146TH AVE. N.E., SUITE 200 BELLEVUE, WASHINGTON 98001 (425) 885-1811 CONTACT: CRAIG J. KRUEGER -Planner JAMES A. OLSEN -Engineer KEVIN J. VANDERZANDEN -Surveyor 51 TE 5TAT I ST I C5 SETBACKS: FRONT - 15' I SIDE - 5', 15' corner Iota �T• 5ENCH1`1A REAR - 20' TOTAL SITE AREA: 2,132,1211 S.F. 662.1348t ACRES) BENCH MARKS PER CITY OF RENTON SURVEY ON NAVD 1988 DATUM PROPOSED USE: SINGLE FAMILY HOMES PT01852 = 3" BRASS SURFACE DISC. IN THE INT. NE 4TH ST. (S.E. 128TH ST.) t 148TH AVE S.E. NO. OF LOTS: 14 DIVISION 1 EC, 454.11 OR (138b14 METERS) 144 DIVISION 2 218 TOTAL PT"2103 = BROKEN BRASS SURFACE DISC. IN THE INT. S.E. 128TH ST. 4 156TH AVE S.E. EXISTING ZONING: R-5 - North of SE 132nd St. EL. 541.94 OR (161.013 METERS) R-6 - South of SE 132nd St. STREET AREA: 1035 AC. (16.5 ., OF SITE) NOTES OPEN SPACE: 16.4 AC. (262% OF SITE) 1. ALL RIGHT-OF-WAY RADII AT INTERSECTIONS TO BE MINIMUM OF 15 FEET. ;T. 405 � 4 3 2 gA�pa 90o 900 8 9 10 11 RENTON ce 126TW ST. LiREFNWOD G SITE CEMETERY 17 169 16 15 14 '�F y CEDAR �R MAPLEWOOD - GOLF COURSE w., my ! w ` i '„•::w � wn.. m. �,. I i i _: � ...�.m o. a .....� w. , • g, :•--'� �.. -,_ ems{ -v�F' - F u. � piµ ' 1 9 ��_-p—� -- � _ • e.JLw ` o y 0Et MIW- - Ysm...r V �^ �� 112 �_a� �_ _! � S d S, ► i 7 ��7 ` .<€ i, �"'ems 40 i• l; g= , a® � _ . e -45 LOAM K �++zee I " A'I AVR' iR o sY s•e n _ j V��..- 9 I. IAnn, y I � � ouonQOtir�i! N O li ccic") cc (0,� W c 000 2r i y a o Z00 N m 00 N O� t W � ill to Q V^ W Q PaLo Qj M Q 0 V�i � Q , S � W WNJ 31 04 i Q Ci C9 w 0O Q W W V Z Z O — Q Q W oI 0 Q SHEET OF 0 VICINITY MAP N 1" ■ 3000't eN NE IC�H50RHOOD DETAIL MAP III - 10001t PROJECT NUMBER 94>68 prelim\preplan pf)— NW 114, SEC. 14, TWP. 23 N., RGE. 5 E. WM. 128 TH ST. A N 'A 13 v T- A F — — — — — , . �1, "N I -__I \ -2 F Ft:7 -T r q6 NNN 140 - - 8692 5Y r N W 34 L 404 S.F. N. 65 -I to- NN 42 `4 62 r ,6' HICH CHA11V L W/�' FEWL^Z_ NOR T11 & ---- --- fvvcz 36'ArYi-H 4 Yxwi Alm Kw�? vw,4pR mp", 32 I 4 120a s I I 1615 &r-, alo-1 sr-. L I---- — — — — — —92 - ...................... 82 An 20' ACCESSAITILITY - - -- - - ESMT. 31 - — — — — — — — — — — - N'1202 S.F. I I' L rj "N F 4 `4 2 30 I I e544 -12 5F. L ji L 4- - - N, a2 82 1 01 ORT�p , i- & 3 01 fil1,E1f 45J6 � IE 4,50, Q. 24 W q IF 4,50.2.' /F 4§0,33- 15 14 fC SSW [pl, M 57:4, 55*2_10 WiT R1V 471_5 ,24'YF 456 01.7 F F4 If A�5 9( W -12 62 F- N 2 C) 40 1200 SP. 12-11 SP" 1251 6r-, (P 46, 20 52 N ro 2 L SCALE 1 50 0 25 50 100 m 0) —1-0 C4 Q LL 0c OR ca Z 0) 00 C 00 U) Go 00 W) C4 w 00 Q Im 00 C4 Lu o J � � W Imo. t Q) 1202 SF. ,.j 7 (N Q. Ct 1 IN N,, (/)00 F_ � 43 4 04 1�434 6P. 133'al, SiF, Q-) 2 k i 1. \ I l< C:�-1202 "$P. Qi L. . . . . . . -12rr— a2 V) - Ar-r-555/UTIL fTY ESMT. J Q. O Q) 10'Ar-C:;=6,5/UTlLl'tY,E_aMT. Q N\ 82 A 44 1202 6r-, L %4 9024 S.P. S.F. Ll 2 ro P 12F. — — — — — - Z, a2 10& 11w -- — — — — — — 10 `42 �7p 2 S 1 15 & N ro 0 60 1 64 10544 10 w 7 Ir ci F `� I 822-1 SY-% C4 \ 1 0 I�, I ; IX\l 4 L — — — 14-0 5 cl A 1202 5 F. - - - - - - - - - - LN, 9, -12-Cr V \A, kAj LLJ 4153 5 IN I I 5 j',_ . �, - r j W �45 J. 50 \0 X. Z) z a3lBl 3i 864 lu121a 5F. 8402 5F. Sp, 1235 Sr_. _14e3 S.F.5 L _j 0 N4 L a-T04 5F. I I u -126�, SP. --- " 1 Li ci L 0 'N - - - i I , _ "'. - I I -- --i 0 "'K 8141 SF. L 4(o roo '(00, 101 . ..... . Lij lk 12� '1l .,�— — 1 i Q K. LJ F- 53 a_ 20 55 z z > 5(080 F. MIN. 25' BUr-f=ER 0 Lu 14 — ----- 0402 &F. U) - - --------- N, 23 w L 'it I r_\ , I n %202' ZR C:T 10924 5F, 10 ', Y, 1411 z r;, 4 c) n a -ACE -140 - - - - - - CF��"f TRACT A 47k k IN F L e4 (oc3l-fZ S.F. SHEET OF NO I I, I L e.R I N" 11380.3 F roKJ -12 t,, _� ro N, 5260 22 lu -r-ER WIDTH 501 AVE 04$� IBUr \A '4 E PROJECT NUMBER TBS 446 12 2 SF: - I ilroroo S.F. SEE 5HEET 3 OF 4 94168 prelim\preplat2 NW 114. SEC. 14, TWP. 23 N., RGE. 5 E., W.M. prelim \preplat3 — � q P P�'i� A/ W YlAd Rocr. lAd TWP_ 2.1 A/- Rr-.F- 5 P W M ;F 0) m cn m CD M OF A < C) f 0 CN 64jr� 1 r�_ rl_ CY) �221 S.F_ 6 UJETL,4NF—) 134 v5 o L 6423 5F F 120 Li 4'6 40 If V) LL. 375 S.F.tiY033 8F. z A ui %) V) LU __j V". 4SS4 6P. L U) z 0 < N1 > . . . ............. Lu Tocr- 4 4' 5524 S.F. _j 5c 5014 SF.rob20 C% 5F. 41 U) Ld 52 L_ / r tn. I [ I L _j L_ _j L _'_�:Ij 4500 8F. APPROXIMATE F_ V. 8841 SP, C) ui CA < < LIMITS Cr- TRACT :E OFFSITE UETLAN05 19 53 2-4 13 la3, 1 \ r 5p, r , __$,F_ ___� —'\ ti5a2 _j z", Q. �T .............. j 3(0 42 0 N, 114 20 • —erat 1�1 11�., 11 1 "1 " / 46E�(o 5F. ,\ I,,:R 6' �� •P�; 82 X 16a45 6F. 7711 5F. \ \ \ _w v_,._ �� \; �, g € \ ' 4 I / ? > \ \ / I r000l SP. I"'e", 1 1 . \ Z . - -;rri 6151 S.F,\ \ \11 ", ", ; I Z, 0, 1 L % vA 4 _j 14 Z Vs� i 1%D 22 IW2 SP. N, C4 L I� 1 \ 6763 SF.) «y,fW/ / / ( / ` < \ / �0' _ '�\ / \ _Ci COO 141 0 7- A JO' ACCESS ESU14" 20 M a RESERVED BY INSfiRUUENF WEILAND uj UNDER A.F. NO. -5000 5p TIGATION S134" WETLAND 4�,\,, A, AREA P11, _j 4605 Sr-. N, • If 142 1< 0 co z 00 N 31 N, 0) co C) co co 1 24 1 1- VW-1 T 0 143 OPEN 5F�,,XCE ia _4 55,31 Sp, _j C4 9 4) t44 N, -T31(., 'Sp. w I'l e ETLAND,1 (o � / t / \ .,..^'•'• J` / \ ° �`\ ss / ``' �`-'"h \ lX ZZ: c14 A, .......... T Gu < 2 5120 Sr. -43 5F. I 1k 51ae S.F. i f 4 G/mod I f �' F7 F_ fi c *4 N TR4C 4241 co .tti. C ui 44 PARK J 4500 �4554 S.F. 30, 0 43 Lo �442 &r 50 v ro 0 041� iF,4C_E \51'n ,B5 ar L S.F. 6541 S.F. A \ \ I a \ `` I` ' __1. v 102 1 0`1 1 1 W ER DIST 90• r), 11(0�4 T-F-,4CT A T if U JTO' ESWT TO KIN& COUNT /I 4"1 All A.F. NO. 7507;7016 G S.F. 5411b Sr- 5411 S.F. J 1 101 043906 SF. 23 45 35 Q4 60 50so 5p, (00 A UJETL,4N)'p 4 5446 S.F.� 13 Lu CID Ico ---- — ------------------------------------------ Ova; ol < Is\ It w I Lai 40 5F A NJ _7 49 ar.` , -5 52 51 VZ, 51 APPROXIMATE 51 'B2 4 LIMITS Or S. F_ 51 11B /r, .. /; / \ ,1, i '6\4 oFFSITr= UJr=TLANr.>S I r 530 N ; I I O v Z Z, C, 7 14 Is 50 > e - t4 sE, 93 5F. 6F. z ",_ 1 P �, .r 60 ) f 11, 1( Ee23 F. :oc E)2513 SP LLJ r;x, / l _$ \ /-I SA:- 4 4-'o 6'- 5'5` 1 45-16 6F. 5 -F SF, 4562 S_F_ 4500 5F. _j CL 7�, 46 Oro Lt/ _J L ---—J L`FYIA\ 23 4 -14 uj 4560 5J=.,/ - -- If o I f I I "I k ,I -1 2 I f I { 5 4 \,`\ o / 7 { \ / s \ \ / �� __ _,..-.8 1' I I I ! j'' + 1 — — — -1 _ — — I — — _ I I F_ f L I - 4502 S.F. ' -4 62S7 S.F. Z5 4500'SF, —�'`,' iajI11 -9 _10 x 02 T 7 45n�- 45.cJG SP. V zh 0 2 5 -r-. 4562 S.F. 4502 8F, 45 4502 S.F. 45005 V If j-4524-S`F. _J ..-L _j 570RR-� DRAIN�AGE/UTILITIES 3 cj _J L _j IV_j �593 I--, 4531 5P, X 2 51 4- 101452 5.F. L _J L _j 69 <� � _� O I CD 51 v FIL UJETL,4N1D F T LED 30, 54 2o, Accr=ss,,utfLri; ESM-T — — — — — — — — — — — r — — — — — — — - I - — — — — — - L 41a04 S.P. LLJ 5023 -sr-. ;,, I I �kb -4- LAJ 7 < 50 50 50 50 4 < 50 C) EN_ r r Li I 7) zi 0 0 it A4 'Y w 0�_- 0456 SF� ro I ro 3 2N 03 0 ro-c_ 7 Z > u. _a. Z 0 -j- 5002 5002 SP 5002 a F w T r05 r, -1 (05 ...... .... . n 4r. 5014-6 e, e U) -'F-- -1522 1 1 ", r L !�23416F,. 14 /A -4 L < w Flo f, r, 0 30-�_ESWT TO KING COU#TY N 08000'11BI, 50 < A 1, 6' - - ----- SHEET OF 'f90 Oh?7 lir,4 --- --- 50 A.F.NO 7 1705�6 50 Z v— 50 r, 0 62 1 ;'136 TH ST. SALE: "ll, 5 JO' ESM T"TO KING COUN %y- 4 4 WATER DIST J9 0 0 25 50 \0,11 0 AA.F.NO.' 7507170565. PROJECT NUMBER 94168 prelim\preplat4 NW 1/4. SEC. 14, TWP. 23 N., RGE. 5 E. W.M. KING COUNT CITY OF RENT ZONING R-5 CITY OF KING i ZONING R-5 Ed Fok SEE SHEE CV �I U N 88'16106 "W ZONING R-4 KING 'COUNTY Y, r� .la _ T .. b �...�+ ON 1 NORM-} OF SE. 132NO ST. M , W11 J" ��...nr i '., 3RD GT 7. 'OO y{ ` -_f >r� n $qq ZONING R-4 KING COUNTY w - i ZONING R-4 ,KING COUNTY Ilo - Air a { I ti SOUTH OF S.=—. 132ND ST. a Q t t� 1•i. s 36TH T. - $8 bfi�!.0019 W "1 f r� 9 „_ .✓. - �...... ,,,. ,.. :gym., k 6T , 1 ` 2 �� s�.•..,a..�,.�....,.a,wa..a_ .�. __dam-,.- .. _ {. ZONING R-4' KING COUNTY Z r SHEET INDEX....— r13 SCALE: 1 " = 200' 0 100 200 400 LEGAL DESCRIPTION PARCEL A: THE WEST HALF OF THE WEST HALF OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLIAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, EXCEPT THAT PORTION THEREOF OF THE NORTH 500.00 FEET LYING EAST OF THE EAST LINE OF THE WEST 30 FEET OF SAID SUBDIVISION; AND EXCEPT THAT PORTION THEREOF LYING WITHIN THE EAST 225.00 FEET OF THE SOUTH 468.00 FEET OF THE NORTH '368.00 FEET OF SAID SUBDIVISION, AND EXCEPT THAT PORTION THEREOF CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 632253 FOR SOUTHEAST 128TH STREET. PARCEL B: THE EAST HALF OF THE WEST HALF OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLIAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, EXCEPT THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER: AND EXCEPT THE EAST 30 FEET OF SAID PREMISES CONVEYED TO KING COUNTY FOR ROAD; AND EXCEPT THAT PORTION CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 632233. 5ENCHl" ARK BENCH MARKS PER CITY OF RENTON SURVEY ON NAVD 1988 DATUM PT01852 = 3" BRASS SURFACE DISC. IN THE INT. NE 4TH ST. (S.E. 126TH ST.) d 145TH AVE S.E. EC. 454.11 OR (1381o14 METERS) PTnIO3 = BROKEN BRASS SURFACE DISC. IN THE INT. S.E. 128TH ST. 4 156TH AVE S.E. EL. 54-1.94 OR (161.013 METERS) 405 4 3 2 wo gA�aJAN 900 8 � 10 II RENTON SE 128TN ST. GREENWOOD SITE CEMETERY 17 169 16 15 14 �y CEDAR 4 p/I n `P MARLEWOOD GOLF COURSE VICINITY MAP 1 " = 30001t OLUNER/AFFL ICANT BURNSTEAD CONSTRUCTION ' N �' • • Pam. N 11215 - 120TH AVE. N.E., SUITE 201 BELLEVUE, WASHINGTON g8005 N o (425) 454-1900 ao CONTACT: RON HUGHES C C) 0 PLANNER/ENGINEE /SUi VEYOR W C 00 Z DODDS ENGINEERS, INC. y 4205 - 145TH AVE. N.E., SUITE 200 Q . BELLEVUE, WASHINGTON 98001 (425) 885-1811 ; CONTACT: CRAIG J. KRUEGER -Planner GoN JAMES A. OLSEN -Engineer ,� a 00'0 KEVIN J. VANDERZANDEN -Surveyor N 000 z SITE STATISTICS _ SETBACKS: E FRONT - 15 SIDE - 5', 15' corner lots REAR - 20' TOTAL SITE AREA: 2,132,127t S.F. (62.1348t ACRES) C PROPOSED USE: SINGLE FAMILY HOMES ,C C NO. OF LOTS: '14 DIVISION 1 w C , 4 Wco 144 DIVISION 2 215 TOTAL a W EX15TING ZONING: R-5 - North of SE 132nd St, o R-8 - South of SE 132nd St. STREET AREA: 1035 AC, (16.5io OF SITE) OPEN SPACE: 16.4 AC. (26296 OF SITE) O W ill A DmL mi kp''bOD R ,�1��R saes �� •�„�' 9 u e N 4 �_jo W � Q 0 Vim Q N W WN %4 Q W � W � J CD rn u V' W —i QLLJ o Q z z % V a. O F V) 0 0 Q Q SHEET OF NIT PLANiJ4 G RFNTOiv NEIGH50RHOOD DETAIL MAP igg 1" = 1000'i PROJECT NUMBER RECEIVED 94168 prelim\preplatl NW 114. SEC. 14, TWP. 23 N.. RGE. 5 E. WM. A C,5" q RJAf 45,16 /1� _00 1 /8, F sr �uo, 0 24' W AF 45'0 IT 781COW NIF, 2_'13 'If 4-1511.8 �RY'610,v kF 1 21 low I 15 14 ck4 1p 5,sw, tp!.57 6 TAt dqtn, 0a. 16' t T 24T 4JR20 Gz 550-11 5Ri 56 ST4, .56-1-20 16'if 4'Yf - 456 00 C 24f' 4��590 Y/_1 7T V) X 5', Ld U) ,Rltll 49Y. 8 0 F— _j Ld V) V) ST. it f AiA :7 . .. ........... k• i4d, -A C,4 Al F- — — — — — — — -- L F_ "T F. 0- `21 f,� L44 rf Z'S It? 3 ro --14 o 7' Br. 92 5F k _j 34 '\8404 3; ...... ....... _1514 S.F. 42 66' 1-f'16H 67-1,411V l INIV fVV67 NOR 1H j%W Wi*&99 s,� tylfff, 40 SF. 5 a107 S --f20- C-4 N 4 % ACr_ESs/'u71LjTY L IfLu N 5&*211e -12 400.11 t (P \(0 -1200 5F, �,k 7225 SF. 1271 Sr_. 1251 SF. sp., 46 52 _j 2 . ......................... F- — — — — — — — 00\'(-o 10544 t i 1 i lu 822-1 S.F. V4 J;1� _j L Lu F- — — — — — i�� I .-, � � / �/ / ^ � � 26 ^\ / �� I �--�-~ O `; Via, 5402 5 F, 5-104 14 CN 8141 5F, 14 8402 SF_ I I 10 --------J I I0924 5F. _Wa _ — — — — i I J 1' TRACT A _j 113803 3-4 3e, 50' AVEf�46,;E BUFFER WIDTH ---,1 11660 S.F.440 SCALE: 1 50' 0 25 so 100 3: a. 15i O 41� 42 I % SIS4\61=. 9844 SF. J� L 82 # 213 1202 S.P. i F rk (0 464 43 44 L6 9434 6-;=. d L s2 Z PC — l0'ACcrz55/UT]4 F _ITr ESMT. 10, Ar . O ^1 —EaMT. -CfES-5/11TILItY. E5 — — — — — — — --- -4- 62 LQ 21\ LQ L 4 V- 4(�; I J-1 ",,q 1�024 5F -126.2 182 S.F. 00 82 1ILu N 1-10 ro 4 71 u % F- 10 -120� SP. N L -12-a — — — — tj L Lij 41 (.5 ii I \I .. � \ 51 L_Aj Q) CD L '4a _Aj < Zs 6315 8843 5F. 1218 < \D 61 .5 74e8 5F. :5 rn IS) k \��' III oPI $-� . o �/EM1I�p! pIIi °�\ IQ vw QU _j L _j LLJ __j ;46 0 roo 4 (_0 _0 c� 1 114 -"7 % A, .............. .............. 5.3 > z z MIN. 25- BUFFER 0 47,\ W U) r R C T p c:\ Q D D ykwr p FACE ,7202, SF. 64 Gp�q- tAIV HEET OF L SP. _j 1126 5F. q,0VT0,jVV 1,9,9,9 L�L 60 6 lta_j, 21 7 — — 2 4 1202 By:- PROJECT NUMBER SEE SHEET 3 OF 4 94168 prelim\preplaU pp-9q (96 q A/ W Y/J .SFr` >.— T WP_ J0.3 At _ RrF_ .S F W M — prelim\preplot3 P/) 9 � - O&6'� A/ W Ild.SFr' id- TWP_ 2.1 At - Rr7F- 5 F_ - W_ M A ro 4 z 18 % C illV 40 /T 502151- J6 (17 L _j 4' Toc- 4 5425 5F, F. 5 1 a) 41 0145 L 45,00 5F. LB APPROXIMATE LIMITS OF TRACT E L - — - __j OFFSITE UETL IN, 1 (�N F_ L r 42 4 20 500 SP. \ V/ (0151 3ro 22 V (0 "N IN, "A NN, * / / JO' ACCESS ESY' z RESERVED BY INS ROMEN T t 25 WE-TLANF_) UNDER A. F NO. 5,5814. �3 "B"000 SF. IIIWETLAND AREA 2-1 _j F IZ in 24 t 251 SR TRACT OPEN 57-XCE 2 F> 4' C'4 01- ___0 0, \ 8163 S F. / / \ f / \ T".. _., f , , SO IN j / \ 2 ro r5120 S.F. .43 410- 10( 4.08 44 V --fie cy) .4 1 ud F z k2l S.F. 134 4T- _j L vi 6001 5p� 6423 5 120 L I IN 12-0 -J V) Ld 1 41� z 0 (0A Df� D 0205 .31 50 Z v 82 i V) CS --q GHW41 _7 C) 13(0 5001 5P, > _j11 L IN 1 iIr [A X, D" . 2 J < 1R4 11 - Oil 0 L _j f Of PIrPi 7&12 W=_ �: �\ d955 SF j / / \ _ / _` "/ 0 P P11 \> <\ 141 f ji f14 X cc C) 110 49 0 1r 'VK L4 uj th Go < 00 sIj 142 14, 4605 5P� 0) 0 2 G SR a) co Cc) co 143 < C4 loci r. -144 �(019 5P. WETLAND, D N:, > (0 zT 777Z 7 -am 00 r/ 0 a C3 5 F. 'T W (1) uj TRACT I < PARK 1-72130 Sr. II 44554 SP. 10(0 30, o-422 eT-. �7 "A A 6541 S.F. ;X 40 v -F JO' ESM'T TO KIN \v COUNT ry 03 102 4ACT"',1$1 \N j6PE WA TER DIST X"\ .41 N1 1o4 T N A.F. NO. 7507110,'�b5l I IX S'P. < 67. 5411 SP. 43-BO& S.F. 13e4 5F. J I 101 5354 &R — — 0,02 SP. \ \ OC3 x lit 2a ro ro 0 I _ o� Lu I 4a LUETLA�4D '41 (n ccj LQ < co 1� ..ramLD I \ L-W A 407ro 5 F Q 11 40 ...... 4 ci 5500 ep. > 5 �2_ _4 • t ac O APPROXIMATEEll 50 Q� L "j < 04� (3 SF, < LIMITS OF F OFFSITE WETLANDSj F P, 914 f I v Z f Z • I o �----_-__., .o \�/ ��' � •,,, o /. \ % � / � // � -, � I I I I I I I _.� I 1 I o I � ,' ;r1 �.-- -- --� �� ( / � O o 3 > 74 �4 ip 4�%t, 5115 S.F. S. SF•- 4ror L 45-16 SP. 4r,1r, 5.F_ 45-19, tr) Lj-j 5e23 F. / / ga 6 1 rOO93 5F, z I 0�0 4562 SP. 45O0",Sr___ t-- --j / - —L — — — L L _j I - J L st-7 ro a it 52. 51 -50 9CL �3 1 . 52I I wN _JL rZ -12 F I "N' /Io34 F-17 4502 �2 4 Z _j 62131 S.;:. 82 al S.F. I r I ---,zoo 477e 4rplae /, T iu 6F- 45130-SP 4602 5F. 4502 5F� j \�/ ___1 ; - 1 1 � I ' kS.F.1 1 4500 5F, �4 J _j - -L _. � _�502 i9h --j L\ TRACT H _J _11 5252 L J L _J 51 A I/ z I _ I , - STORM pp.MNAGE/UTILITIES V 4531 5-F.cv 1014552 S.F. WE7L,4NED F T IN, ff 5 T ;�%cc_E591A rz < 4e04 S.F. ......... . ... .iz 1/ 54 — — — — — — — — — — — k 4L 2 - 41342 SP, 1.0i j 01\ 5 CD \ I --- < f 50 < I L 50 F= -7, N TRACT 55 1 1 1 F i , X -, F_ ai` ro 450 Li SPACE 2"k 0 4 1) - v Q + -r z z 0, 6453 S.F. 5S13 6 > r ro 4 0 — — — — — - — — ....... 5002 S.F.5002,5j=- R&A! 0 ro A 5002 SP 002 b02 6 5551 Sr-. (0e < n _Hf" — _ __ _-, - , , " - , - /, !, > — — — .-, I , — — -1234 SIR At V) -z- __ _4f iz_ 5 F_;3 ;Q4 _j J0 2 15 114 L -7 1999 < Ld C) 0 Q < '-J6L,_ESU'T TO'kING COUNTY 50 WA 7tA1,,Q1ST , Do IN po _qf, SHEET OF 50 5 0 A.F. NO. `75q71,7056e-- . ...... I L Esm;�_T,0 KING COUNTY E10 L3 ro T W T. W 1/ 121-7.42 50 SCALE: \1 #90 0 25 50 100 WA TER DI;5 T. A. F. NCF. 7507770565. PRO NUMBER 94168 prelim\preplat4 c< p P- 07 � - () 02 NW 114, SEC. 14, T WP. 23 N., RGE. 5 E. , W.M. ZONINCs R-5 CITY OF KIWG COUNTY tTITY OF RENTON 3 I G 1 ' E 30.01 N 88'21'19"W 4 32-1.19a _�. `t ZONNG R-5 wi tt S :A SEE HEcq cli . Z > � N 88•21 19 W 4O017 zz.o p "F'' ZONNG R-4 "mm ITY LIMITS ZONNG R-4 KING COUNTY SKEET INDEX N � w XONIh�s R-4 N � KNCs �COINT Z N 88.16'06"W Em 1 NORTH OF SE. 132ND ST. s. _ WI sL LANE � I d $, 133RG � G7�. ET IKIC�sp 618065 � ZONNG R-4 KNG COUNTY SOUTH OF SE. 132NO ST- � ' � :< :,fir 4 <:�: � IL 0 1 _w " i .S A, SCALE: 1" = 200' 0 100 200 400 LEGAL DESCRIPTION PARCEL A: THE WEST HALF OF THE WEST HALF OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLIAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION THEREOF OF THE NORTH 500.00 FEET LYING EAST OF THE EAST LINE OF THE WEST 30 FEET OF SAID SUBDIVISION; AND EXCEPT THAT PORTION THEREOF LYING WITHIN THE EAST 225.00 FEET OF THE SOUTH 466.00 FEET OF THE NORTH 968.00 FEET OF SAID SUBDIVISION; AND EXCEPT THAT PORTION THEREOF CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 632253 FOR SOUTHEAST 128TH STREET. PARCEL B: THE EAST HALF OF THE WEST HALF OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLIAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON. EXCEPT THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER: AND EXCEPT THE EAST 30 FEET OF SAID PREMISES CONVEYED TO KINGS COUNTY FOR ROAD; AND EXCEPT THAT PORTION CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 632233. 5ENCHl" IAR< BENCH MARKS PER CITY OF RENTON SURVEY ON NAVD 1988 DATUM PT*1852 - 3 BRASS SURFACE DISC. IN THE INT. NE 4TH ST. (S.E. 128TH ST.) t 146TH AVE S.E. EC. 454.11 OR (138fo14 METERS) FT02103 a BROKEN BRASS SURFACE DISC. IN THE INT. S.E. 128TH ST. t 156TH AVE S.E. EL. 541.94 OR (16-1.013 METERS) NOTES I. ALL RIGHT-OF-WAY RADII AT INTERSECTIONS TO BE MINIMUM OF 15 FEET. 405 5 � 3 �XA 2 ai S 9 10 I I RENTON SE 120TH ST. GREENWOOD SITE CEMETERY 1� �g Iro 15 14 y MAPl. 11 WLF COURSE VICINITY 1"ir4� N 1" . 3000't OWNER/AFFL ICANT BURNSTEAD CONSTRUCTION 11215 - 120TH AVE. N.E., SUITE 201 BELLEVUE, WASHINGTON 98005 (425) 454-MOO CONTACT: RON HUGWES PLANNER/ENGINEER/SURVEYOR DODDS ENGINEERS, INC. 4205 - 148TW AVE. N.E., SUITE 200 BELLEVUE, WASHINGTON 98001 (425) 885-l8-11 CONTACT: CRAIG J. KRUEGER -Planner JAMES A. OLSEN -Engineer KEVIN J. VANDERZANDEN -Surveyor SITE STATISTICS SETBACKS: FRONT - 15' SIDE - 5', 15' corner lots REAR - 20' TOTAL SITE AREA: 2,132,121t: S.F. (62.1348t ACRES) PROPOSED USE: SINGLE FAMILY HOMES NO. OF LOTS: 14 DIVISION 1 144 DIVISION 2 218 TOTAL EXISTING ZONING: R-5 - North of SE 132nd St. R-8 - South of SE 132nd St. STREET AREA: 1035 AC. (II&B96 OF SITE) OPEN SPACE: 16.4 AC. (26.2% OF SITE) EN NE IC3HSORHOOD DETAIL MAP ) 1" . 1000't « c fO�l 9 S� • •e�, o 10 a rz �t, 8 N Q lL wQ>t� yON 0 W c o ZtZ' Q3a co ao N m o N t Z aW� W H 0 4 O 41 ICU Q i r4i \ o (-166 o Zoo � Q � L4 �16%_4� �w o Z rrA�A1 •� QQ v, �w � Q) w o Q D 0 o w � z z O LEI Li I D D < SHEET OF 4 PROJECT NUMBER 94168 prelim\,replatl iv w Yid .QFr. Yd T WP P.q iv RrF S F w M 30' 30' N � b- 10 II 15 14 �30.01 30' 1=• N 88 °21' 19 "LU 400.1-1 ,2 11 69 65 62 61 ------I r--------I I - — — — — — I i g 2 3 1 4 I 5 I I I 1 O 7200 SF. I I 1225 SF. I I 1 I 1 I 72�7 S.F. I i -125-1 sr, I 1 '1306 S.F. I i 7288 SF. s — _ — — - - L I u 20 52 -- i 62 61 CV I ap 63 51 1 lk0 1 I 10 0,� 45 I ,n ( 10544 SF. 1 I II ' c`rn lU L 8227 SF. — — — ¢� cli 26 I it O r- I 8402 Sr. L--------J181045F. ----14P-----I 8147 SF. 1 O I I I 868o 5F. I i � "'\o 14 I I I to I 8402 sF. 1 t I I I L---------j I I 101324 SF. I ----- ---- I I I -\o TRACT A I _ J L — — — — OPEN SPACE _ — `'— 113803 SF34 / 50' 4vER4GE BUFFER WIDTH I 11660 SF. � / �..• � �� SE. 128TH ST. I \1 N 88 °21' 19 "UJ 140 63 60 65 3 ----- 11201 SF. ILu I I I I I ----140----- N 5240 SF. I � 0 34V I I I t I 1I � �----� �-----1 I 8404 Sr-, 140-----I F---------1 a, I 33 I � i IS14 SF. 1 42 82 I I II i 32 1 I 40 39 g -1206 SF. I i Z615 SF. I I vol SF. ----2p----J------ -� L_ —_---- -� 04 �---------1 82 82 � I 20' ACCESS/UTILM' p I I ESMT.-----� 3I Io - - - - - - - - - - I I 1202 SF. I L---2-0 - - - --t �- -----� I------- 4 I 41 2 i 9844 SF. I ( 9Z94 SF. I -7202 SF. L—_ —J L-----_--� L---------1 �----------� 82 82 I I 2S ,202 SF. I I Lcl cli __�____J I I I --------, I 43 44 i W O I I I 9434 SF. I ( 9381 SF, N 0' I 28 ° 1 I I C14 -1202 sF. i L.-----_I L---r2-a----J _-_ 82 10' ACCE65WILITY E$MT. L- — _f z 1 1 10' ACCE66WILITY ESMT_ � I I � r- 82--- J I 21 I � r 7202 SF. ----120-----j �---------� ° I 46 � � 45 � p 1 i 1 9024 SF. i i 8968 SF. 1 � O 12025F. i L------I L-----.—J L-- ----J I 82 SCALE: 1" = 50' 0 25 50 100 -na -10 82 N 88°lro'o&llw 29�.�✓6 ---------, ro0 60 60 64 I I r_ _-_ -r0 r---- cv I 25 1� m l I I I I 1 1 --1 F r-------1 o, I '1202 SF. 1 I I I I _J t---------- 1 47 � I 51 - I 52 1 p Z I i 48 49 � 1 5o fi l I I I I 53 I p I 6315 Si15 SF. I 8843 sF. _ ._1 7218 SF. I I I I I 7235 Sr_. 7236 SF. I i �498 sF. 1 24 1202 S.F. —__J '9 TI---iO---� L---1�----J 46 60 I I / l kiVT"fesM .11 — — — — — — — — -� 60 it s3 V 20' p,GG� s20 >3$ 1t i I i _ o I — I 23 7202 S.F. 94 60 F — — — — — — 1--- s� `o I 22 I I 826o SF. '7994 SF. I - SEE SHEET 3 OF 4 1 �202 S.F. MIN. 25' BUFFER TRACT C\� m / 54 OPEN SPACE 7-72(o SF. �- ---- 122 - — 1 r Ni--_----- I 804 PRO LL 14 G co coo w v N op Goo � N C W W G C •E ~V)03 rk W �O N c Qioi W. �S I� •�41 W �v V 4 ,Z k o W o, W a 0 o I> v n z z 0 W TY 0 Q SHEET OF PROJECT NUMBER 94168 SCALE: 1" = 50' 0 25 50 100 -na -10 82 N 88°lro'o&llw 29�.�✓6 ---------, ro0 60 60 64 I I r_ _-_ -r0 r---- cv I 25 1� m l I I I I 1 1 --1 F r-------1 o, I '1202 SF. 1 I I I I _J t---------- 1 47 � I 51 - I 52 1 p Z I i 48 49 � 1 5o fi l I I I I 53 I p I 6315 Si15 SF. I 8843 sF. _ ._1 7218 SF. I I I I I 7235 Sr_. 7236 SF. I i �498 sF. 1 24 1202 S.F. —__J '9 TI---iO---� L---1�----J 46 60 I I / l kiVT"fesM .11 — — — — — — — — -� 60 it s3 V 20' p,GG� s20 >3$ 1t i I i _ o I — I 23 7202 S.F. 94 60 F — — — — — — 1--- s� `o I 22 I I 826o SF. '7994 SF. I - SEE SHEET 3 OF 4 1 �202 S.F. MIN. 25' BUFFER TRACT C\� m / 54 OPEN SPACE 7-72(o SF. �- ---- 122 - — 1 r Ni--_----- I 804 PRO LL 14 G co coo w v N op Goo � N C W W G C •E ~V)03 rk W �O N c Qioi W. �S I� •�41 W �v V 4 ,Z k o W o, W a 0 o I> v n z z 0 W TY 0 Q SHEET OF PROJECT NUMBER 94168 — — — — — — — — -� 60 it s3 V 20' p,GG� s20 >3$ 1t i I i _ o I — I 23 7202 S.F. 94 60 F — — — — — — 1--- s� `o I 22 I I 826o SF. '7994 SF. I - SEE SHEET 3 OF 4 1 �202 S.F. MIN. 25' BUFFER TRACT C\� m / 54 OPEN SPACE 7-72(o SF. �- ---- 122 - — 1 r Ni--_----- I 804 PRO LL 14 G co coo w v N op Goo � N C W W G C •E ~V)03 rk W �O N c Qioi W. �S I� •�41 W �v V 4 ,Z k o W o, W a 0 o I> v n z z 0 W TY 0 Q SHEET OF PROJECT NUMBER 94168 NW 1/4. SEC. 14, TWP. 23 N., AGE. 5 E.. W.M. SEE SHEET 4 OF 4 I I MT• �1 I-- — —ZO- — J MIN. 25' BUFFER wT, .0 OPEN $PACE sp. r I , I o I � N I I I _• 1 I J Q / r n Y� r 0 / � TRACT C OPEN SPACE 69112 $F. S.E. 132NO ST. R-5 ZONING R-8 ZONING 60 60 12-1 j I 128 u 5-101 SF. I I 5701 sr-. -.111-----J fov 60 160 I-----120 I ----I j----� p I 124 I 0 00 i I L - 6001 SF. I 125 i L--120----� 1t002 Sr -.I , 20 �— — —100 _ _ 1 I I 123 I 5001 SF. - - ` 80 ----------------- L-------� - -------�1 i--100-- ui j- 122 , v% I I I 5001 SF. O I 1120 I---100---1 to _p I 120 I r- — 120 Z002 $F. I f I itl 1Q L---J ° I 121 I cacv CNI 6001 sp. I O 60 ---120 ----I ---------� I Z -----� p I 118 I O I L 6001 $F. 119 17033 SF. I 20 0 tIO,�a\ b .: y to. _, era►�8 •... DR R tb N 9 cz C4 Q Lc e� Lu s co r� �3a �I th �mto N I. ,C e c 0 o a WQ Ci a R� F- w o o 0 1,j z Z O W IY I--cn � Il � � Q SHEET OF PROJECT NUMBER 94 188 prelim\preplat3 AlW 114, SEC. 14, TWP. 23 N., RGE 5 E., W.M. APPROXIMATE LIMITS OF CFFSITE WETLANDS // 30' ACCESS ESM' RESERVED BY INS UMEN UNDER A.F. NO. 58814. N 30' ESM'T TO KIA WATER D/ST. t90 A.F. 1110. 750717C AF1 ROXIMA Q LIMITS OF : O OFFSITE WETLANDS ' z 30' 0 SCALE: 1" ;0 y I WETLAND C, `�I'•TRACT E \ 19 OPEN 11025 NSPACE F. 43 / OF. 20 <\ \ \\ 21 OF. / \ \ 22 � v � /I 1932 OF. ry /, I I 23 1 9134 OF. I \ \ 1-}---------� w \ 21 _J25.- - - - \6686 OF. 1 1 24 I r M 1 1 6251 OF. rl � I I 8163 SF. so' / I 64 21 21 3g I 1 .11 AI I I I 4994 OF. I I --TOO- --�4 4' o I IS 6221 SF. -- 0 1 6001 OF. 1 40 r 1 I I r\ \ 6423 SF. I I 119 1 1 I '� -120 -- -- --� I 5315 OF. 1 ( I I I I \, I1033 SF. I 20 L__J 1� I I I 3'1 1 ; I \ 3S r r- -� I T- 1 38 W I 6531 OF. I � 135 I I 5524 SF. / 1 0 I I 1 1 1 5014 OF. I I I n / \ 6020 OF. I I - - - - - — / I 5001 OF. 41 L---J I------1 I ---- -I / `1' \ y I 0 133 I 82 I--- 4500 OF. I / / \ \ I I --too L - -"Sa- -. J 53 53 54 h < \ \ \ \ I 1 W41 OF. � � - - - - - - -- � I-- _ _ -_-_ / \ 136 \\ \J I f Ai I I I I I �y /^\ \\ 6183 SF \ .a (`�� / m k �-----I I I 116 I 0 / \ >gn �5 I ( M / \ �� / � / I I 1 5001 SF I 42 \ \ / �'� / I 1 20 L_ — —100— — _-I 1 4500 SF. 1 I � � \ 6 � � a� / \�/ '� �. 114 1 r--Ito----� •'� ... /� �i1 / \ \ 'T'i 11 SF. \ \ \ // \ 10345 OF. 1 115 I •' v \: / \ \ / o / \ I/ h \ \ \ / ) I 6001 OF. 140 L--_------J � \ \ \ \ \ 138 / / \ � � \� It p, • •' \ \ 6836 SF. \ �/ 1812 SF. ,.•��• / 141 \\ \\\ // n 60 113 I • / I / \ 4955 SF. `/ / \ / i '� \ 11414 OF. 1 • 1"IITI�xATION I / \\\� //,/ 139 > �ry h�` // 9655 SF./ i/ °`� < WETLAND A AREA / / C / < 142 1i35 SF. / / / � / \ \ 112 \ \ \ 4605 OF. / �' 1 \ \ / ,� \ / ?O / \ \� 6060 SF. \ \ 21 �.. TRACT F 1 \ \N, _ SPACE / \ ? / 248611 E \\�591 OF. O / \\\ \� ry� // > /n\\\ 110 I\ 8246 Sr-. 141 OF. > IOi \> u �¢ /•• LUETLAND 47 I 26 / �K, / / \ \ \ 5120 S.F. / ¢�� / 43 TRACT I 104 \ 44 PARK 1 12SO OF. I I If � I / 4500 OF. \ I 44554 OF. I 1 I 105 / 43 1 I I 6442 OF. 1 z TFR.A 0000'TRACT G / / \ \ \ 45/ \ \ � �- — — — -j I— _ — — _ J <t- OPEN SPACE gD \ \5195 SF. \ �, \ I 60 60 -121' - 61 50 15045 OF. • Q7 IA 46 41 \ \ \ ti� / \ \ \ \� 89 i I I 103 1 ( 1 1 I TRACT•. / \ \ �-- -� / �' / \ �, 6659 SF. / o 1 102 I 101 �/ / I • / <\ \ 5419 OF j _ _ , pY �,y \ \ / n 5391 5411 SF. OPEN SPACE 4 SF I I 5354 OF. p 43906 SF '•' V 1 100 1 � \ \ \ \ \i/ 23 4 / \ \ \ 88 \ \/ � \ � L 5002 SF. 1 1� WETLAND A48 85 50ao OF. i 31 60 60 5446 6F. 50 \ 4816 OF / / > /� 4) I /• . \ 49 / / \ 5500 SF. , /� \ \ / / / T '7 �' _ 5 52 _ 51 641i SF. / � 51 51 I / \ / / \ s / / / � ►- 1 f 1 50 50 / 86 i \� //// 9 j l 94 11 1 1 I I I I i t I I i3 I / / I 95 96 I \ 4166 OF ^ 5115 SF. / 93 I I 9� es I 6093 SR ,� I '12 I O ' • I / / \ \ / / 3 ` 5923 J/ 5181 SF. I 14666 sF. I I I 1 i 99 L 5259 OF. I 0 _ 4516 OF. I I 45i6 OF. I I \ /� / \\\\ / \\ L---- -� L-- -� — — —� �J 16 sF.J L4562 SF I 1 450o Sp. I = -------I I-------j I 51 / 85 47 23 68 52 51 1 1 \ \ 4500 SF/ 5114 OF. / / \ it 39 52 51 51 51 50 O 1 i 0 I I 14 0 �, I \\ I -I r--------�--- r----1 r---- --- I 6341 SF. I 4so2 SF. 1 I \ 450o SF. /, ,� v/ 6291 sF. I 1 1 I I 1 1 1 1 1 1 I � � L------- -� L_ .-Sa. _ J i / / 1 I 81 SO I I 1 - - �-� - _ _ _ In r 1 \ / / � 1 4119 sF. 1 I I �9 �8 �� 1 r 11 4599; SF. 1 1 4590 SF 4502 SF_ 1 I I I W I 1 I 1 4502 SF. I 14502 SF. 45M OF. I 4500 OF. 1 - i0 I = I TRACT H 53 / s J L _� I I 11 i t I i I I I ,� 1 i5 I 4524 OF. I STORM DRAINAGE/UTILITIES / s I � 39. 52 J L - - -- --J L -- _ _ J L _ _ _ J L _ _ _ J L _ - - I I I 1 DWI OF.- ? _ c�1 1 101452 OF. \ 4531 8F. / / \ � 52 5I J L .- _ _ L----- _ 51 51 50 / \\� 3 -UJETL,4ND F TO BE FILLED 51 / / 54 4 I O I< 4904 OF. / / / / \ v — 20' UTILITY/ACCESS ESMT. �69 1 a0i ( \ � � 5355 OF. I 51 1 II 39 5O 50 _-125-----I 50 1 v / / // I I 1 �'---� r---� __ 40 50 50 50 50 38 � 2$ ,�>\4\4\ 8-7I <\ 64585sF. I to ENS r----� i-----1 [_---� F----� �----- r 11-------r- 1 I I I I 1 1 1 1 I I I SPACE ---I-------- ------------- \ / 56 1 51 I I I I 1 I 11 11 I I I I I I 11 I I -------------------- I 58 I 59 I 60 61 I Q 1 I I I I I I I N 5003 SF. 5002 SF. - I I " $ I 62 63 64 31 1 6i 1 68 I - - _ l 1 - - J _ - _ - L 5002 SF. 5002 SF - 5002 SF ( I I 65 66 I I - ..�. - .- , J - - - L - 5002 SF. 5002 SF. 5002 OF. 15014 OF. r 1688 OF. 9905 OF. --11J __-- L___11__ I I I 301 ESM T TO KING COUNTY N 88.00,1s%j 81 50 WATER D/ST. ,¢�90 5 50 50 A.F. NO. 7507170566. 12-11-42 50 40 5O 50 50 50 ' 52 10 50 100 lu �I 30' -20' UTILITY/ ACCESS ESMT. S.E. 13(Tw ST. 44 ♦P ' :• h: a a. N \'�•�.!...••• g � o gyp. rot N O lL 40 y C� ul taco ,C 00 Q3� w N m N � O W C ~ V^ o Z?Z 44 Q O a W W N a4 O � � 4 o � ,C m k W O� W Q o p Q o w w � v o z z 3 ° w I— _ cn LLJ a 0 o o Q SHEET OF prellm\preplot4 PROJECT NUMBER 94168 lV W I/A .S,Rr, iQ T WP ' q N RrF R F W ALI ZONING R-5 CITY OF KNG COUNTY KIWG c ITY OF SCALE: 1" = 200' 0 100 200 400 Ll CIO N882l19W� 32'i.i9 + 4 j LEGAL DESCRIPTION , OUJNER/AFFLICANT . - I _ R � ZONING R-5 W tt SEE SHE O i N z i (P N 880211911W 400.1 z_z N ' • , • � R MIN Mr. n z �_ N LU u ZONITCs R-4 T N } KING ;COUN f- V _ � U O Z N 88'16'06 "W 4 M DIVISION 1�...___ NORTH OF SE. 132ND ST. � Ali M 2ND 8t. `w tt Ej 8. 133RD CT' f .`33� a q? u Kcw 61B ZONMG R-4 KING COUNTY SOUTH OF S.E, I32ND ST. y F 1 M.:. "---CITY LIMITS ZONING R-4 KING COUNTY SHEET INDEX PARCEL A: THE WEST HALF OF THE WEST HALF OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLIAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON. EXCEPT THAT PORTION THEREOF OF THE NORTH 500.00 FEET LYING EAST OF THE EAST LINE OF THE WEST 30 FEET OF SAID SUBDIVISION; AND EXCEPT THAT PORTION THEREOF LYING WITHIN THE EAST 225.00 FEET OF THE SOUTH 466.00 FEET OF THE NORTH S66.00 FEET OF SAID SUBDIVISION; AND EXCEPT THAT PORTION THEREOF CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 632253 FOR SOUTHEAST 128TH STREET. PARCEL B: THE EAST HALF OF THE WEST HALF OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLIAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER: AND EXCEPT THE EAST 30 FEET OF SAID PREMISES CONVEYED TO KINGS COUNTY FOR ROAD; AND EXCEPT THAT PORTION CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 632233. 5ENCHl" ARK BENCH MARKS PER CITY OF RENTON SURVEY ON NAVD 1988 DATUM PTM852 = 3" BRASS SURFACE DISC. IN THE INT. NE 4TH ST. (S.E. 126TH ST.) 4 145TH AVE S.E. EC. 454.71 OR (138.614 METERS) PT02103 = BROKEN BRASS SURFACE DISC. IN THE INT, S.E. 126TH ST. t 156TH AVE S.E. EL. 541.94 OR (161.013 METERS) NOTES I. ALL RIGHT-OF-WAY RADII AT INTERSECTIONS TO BE MINIMUM OF 15 FEET. 4 3 2 wo lW S 9 10 I I RENTON SE 128TH ST. GREENWOOD SITE CEMETERY li vq Igo 15 14 �P MAPLEWOOD Cs LF COURSE VICINITY 1"i�4P N P . 3000'* BURNSTEAD CONSTRUCTION 11215 - 120TH AVE. N.E., SUITE 201 BELLEVUE, WASHINGTON WOO5 (425) 454-ISOO CONTACT: RON HUGHES PLANNER/ENGINEER/SURVEYOR DOOD5 ENGINEERS, INC. 4205 - 14STW AVE. N.E., SUITE 200 BELLEVUE, WASHINGTON 98001 (425) 885-1811 CONTACT: CRAIG J. KRUEGER -Planner JAMES A. OLSEN -Eng fneer KEVIN J. VANDERZANDEN -Surveyor SITE STATISTICS SETBACKS: FRONT - 15' SIDE - 5', 15' corder Iota REAR - 20' TOTAL SITE AREA: 2,132,1211: SF. (62.1348t ACRES) PROPOSED USE: SINGLE FAMILY HOMES NO. OF LOTS: '74 DIVISION 1 144 DIVISION 2 218 TOTAL EXISTING ZONING: R-5 - North of SE 132nd St. R-8 - South of SE 132nd St. STREET AREA: 1035 AC. (16596 OF SITE) OPEN SPACE: 16.4 AC. (26.296 OF SITE) I wc3HmUxHyyyyt i ,4IL M/Ar-? N P . 1000't c, 6' � V_ I 1- t(( N O LL wco� 0 W c00 coo �_g y N m a* � N O W zzz Pz LJ r Zt z z� W W �w o � oc `+W �\ �w o W a W Q 0 o w z z 0 W w I 0 0 0 SHEET OF 4 PROJECT NUMBER 941 prelim\preplatl lV W lAd .SFr' Lid T WP PA /V ATr..F S P W Al 1 30' 30' 60.01 130, N CIS Lu 0 G N 8802119" UJ 1 •400.1i 12 11 69 65 62 61 F------I - I------ I g l 20� 4 I 1200 S.F. ( I 1225 SF. I I I I I 1 cI I 1 1211 SF. I 1251 SF. I I 1306 S.F. 1288 SF. 46 20 52 g 60 I — 62 � 61 tV I � f-- 51 --_. � I 6g V63 ... 1-- — — — —� I I 1 \045 I 12 I o f I ry --- ,n I 10544 SF. I I II 1 i'n LLl III 1 1 L---I----J I I M 8227 SF. I I N I - � -1 it: I �/ A l N • o � 13 I � s 1 � / "� r I I 1 6402 SF. I l u / / / I L--------J I Q �8104 I I I -T8104sF. 1-----140---- I I I o 1 1 6680 SF.° I I / ^a 14 I I I I I 5402 SP. L--------J I I 10924SF. r----I ---- I ► I �o TRACT A ._._I L — — — — OPEN SPACE _ 113803 SF. 36 34 / AI/ERACzE BUFFER IUIDTH I 11660 SF. / �••• i SE. 126TH ST. 5EE 5HEET 3 OF 4 N 88 °21' 19" UJ 321le 140 1 63 60 N J% I i ---- i -----r 35 i $ I i 1120-T SF.Lu I I I I I I I I I L---140— 8692 SF, i I 1689 SF. I 5240 S.F. I � I I I I ILu o f I I I 1 I 34 1 i 0 ------------1 1 8404 Sr-, I I Q 1 Q L---140-----J 60 65 r----------1 1 I � i 1914 SF, I L----t2a---- J r----------� I I 32 1 I 1 1208 sF. I .� L---t20-----J I I 1202 SF. L---gyp ----J I i I I 30 I s 1202 SF. L--_._lra--.--J 1---------- 2 S 1 1 1202 S.F. L---t2p------1 i CN � I 28 1 1202 SF. 1 L—----_j I ° I 21 1202 SF. 1 L — — — I I 1 2(o 1202 SF, LU I I O I N I 25 ov I 1202 SF. 1 � L_�_12a_---J r � I I I 24 1 1202 S.F. L---I�----J r---------- i 1 23 1 1202 S.F. L---I.-C----j 1----------� I I 22 1 1202 SF. II I I I g 40 Be 1615 SF. I 1 Vol S.F. 1 ----- I L------� N 82 82 20' ACCESS/UTILITY I- ESMT. ---------- i I I 42 I I 41 9194 SF. S644 SF. I I I I I ------ I -I i — J s2 82 SCALE: 1" = 50' 0 25 50 100 I I I I I I �I I I !ll 43 44 9434 6F. I ( 9381 SF. — 1 I I I N 1- ----- J L_1 OD 62 —10' 1 I ACCESS/UTILITY ESMT, z 10' ACCESS/UTILITY ESMT. 82 1 I I 0 1� = 1 46 45 9024 SF. i i 8966 SF. I ------ L----_ I 82 l0 62 N 88 ° 16'06 "lU 29i.56 60 60 --1 1------i 10 I 1 1 �----- � I I I 1 1 1 1 1 1 1 I I I I I I I I 11 1 I I I v I 47 I 48 i I 4g i 50 fi 51 I I 52 I l 53 8315 SF. I I I 1 1235 SF. I I 1236 SF. i i 1498 SF. I I 8115 SF. 1 6843 SF. _.1 1218 S.F. 1 I I I I L_�-� .3 --- I----- -� L--- ---�� I----10---j 46 60 60 II-- 53 SSMT. 20 2� 8 58 MIN. 25' 5UI=fER m / 54 � j T GT� 94 OPEN SPACE 69112 SF. 80 1126 SF. \ I \ (0ro 1 \----122----�I r O i �05 I N i---------I i I 8260 SF. 1 I I 1994 Sr_. iI0 L� :o 0R0 to N0LL dam ocrs N �L CcGo oo � ado to 0 ao V m 00 C � ^� L C C V C 'C Z I=Wv� 2 W O � O •v 1� 0 4i •� W o o 0 W w < v m W R O Lij W U z z w ILL < L 11 Q SHEET OF 2 4 PROJECT NUMBER 94168 prelim\preplat2 /V W I/Q .SFr' Id T WP �9.q lV RrIc .r P W " SEE SHEET 2 OF 4 APPROXIMATE LIMITS OF OFFSITE WETLANDS 1 m R-5 ZONING R-8 ZONING 0 m 1 � II jj li 46 ro p 60 I I \ 3 0 94 J i 20 AGGE Sa 8 Sa MIN. 25' BUFFER T GT� m / 54 OPEN SPACE 7726 SF. \ 69172 SF. L-- \ --122----� r IV i ---.----- - I I I I o 7279 SF. L— — �2t----J 4' I- — — — — — — — —--� I � I1674 SF. I L__ ---135-----� I ------------ I I I I I 5i I �9098 SF. I <b — _ I -7 WETLAND A TRACT C OPEN SPACE 69172 SF. /4S. // • 34 3 I i i _ — — — C6954 SF. 5262 SF. -1 L 7�-------� / �ETLAND j -.1 I I I 12� I I / qg / 16 / Q I 12ro 1 m I I 125 i I tt 10 / / 6934 SF. / 0 / / / Q 15560 SF. I I 5701 S.F. I I 5701 sF. i I 5922 SF. J L L - - - - - -/ TRACT F / C _ _ Zap OPEN SPACE {------ ---- / / WETLAND U (Q 6O 60 60 235354 Sr_.120 _ - - � � MITIGATION - _�' cv AREA �? - _ _ I 1 5112 SF. 1 1 9 1 / �1�,� _ �� _ r ° I 124 4846 SF. 53 53 1 Q I I L ro001 SF. 1 I L _ cv------1 ter- /• �_�9-� I----� I----� i 129 o i 125-120----j - - - ID7- _ \ / 4500 SR 'n 1 20 - - l oo .- _ r -� Zoo2 sF. I- _ I I /•• I � I I I 11 -I 5112 SF. 1 / I 4-182 SF. 1 4) 1 32 1 1 33 I 1 I o ) / _ a� 1 123 1 0 L� 5330SF. 1 / �----- / - - - J 5791 Sr-.1 i 5014 S.F.' � 5001 S.F. I - i - L --- -Ic�7- - -� � � o I 130 1 --" � - - - s0 L_ - (-------- I J L / -=---i / I 4500/5F. +� -- -, r--too-- ` / 122 0 582 SF. � � / b 3� —I10 - — — � � 1 +n I I 8 / / 1 `� 30 �- — — — — �5207 SF. V �� / 562 9 SF. I ` / Q I I 1 I 5ool sp. Si TRACT E 3 — _ — _ _ 20' ACCE55/ L _ _ -107— — J �!� 0 1 131 I 0 I 1 20 1- — — __I - - _ - - - -' OPEN SPACE s 58 �0 UTILITY ESMT. - - - : - - o I 120 I - 120�0_ I r / 550o SF. 4' I I -1 CfJ I i (� I fyJ L_ np- J U I 7002 SF. 1 f 8 av I 36 I o WETLAND A / -- I Q L--- ° I 121 1 '31 1411 SF. / 5249 SF. I tp O 1 ro 001 SF. O /' �� s L--�6_-----1 / �r�� v, / �� i 60 1- ---120 -----� 3 O��` 0 64 21 �s '�� '--� I y �� 132 1 r---------1 3 I 5 WETLAND C/ I1 �,.�....--'' •• •�•• �' • • •/••' / � rII _ 1� __�II� I► I�(1 --537-� \S\ 6�--227- SF-. 134 7- zj --1N N 1Ii 119_ 11-8 / �� iQ2 I (3 I -1r I I �� -6001 S.F. _ 0 1033 SF. O 1 120 �0 I 4994 Sr-. I ___ I I I 37 1 / h° I I 1 I �L r.— r— g LD ili 1 O •N• •P•�rcf� _ 4 -� ♦i moo♦ C 4y ,- PR c21 N e N Q LL 4m Lli e ao W s �^ cc QO Nit V It SE. 132ND ST. R-5 ZONING R-8 ZONING 30' N o LQ o, W Q al v Z Ci �_ w [C14 O 'n E Q Ld IJ w Q v O 1 z z Z I �_ Li ~ (n lY Ld � 11 0 0 Q SHEET OF 3 4 PROJECT NUMBER 94168 SEE SHEET 4 OF 4 pe- 9 9 _06 q prelim \prepla t3 IV w fAd A=r. 14 TWP P.q A/ RrP S R w " .. NNW & a APPROXIMATE LIMITS OF OFFSITE WETLANDS �/ i JO' ACCESS ESM'A RESERVED BY INS UNDER A. F. NO. b 30' ESM'T TO KIA WA TER DIST. 190 A.F. NO. 7507171 /',./ APPRR XX LIMITS OF OFFSITE WETLANDS 30' 0 SCALE: 1" N N N Ev 3 ' WETLAND C,�• •�•• 1235 I /I-•' � 1 I� 1 � 1 .. J• �O I 4994 OF. 1 `�I.•TRACT EOPEN /� 19 I 11025 SAGE F. 43 '�0 / / \ \ \ 5888 sr-. 20 V 21 6151 S.F. 1 � 22 � I — ti� /I 1932 OF. \ u �0 y` / \ 1 \ '� 29 1 28 5 I I 23 % ,�� / \ �\ 5000 OF. 1 1 9134SF. 21 ,/ \ i ( 6251 SP. 1—L-------J —125--------1 `r I 25 j I I 8163 SF. / / (1�- 64 10*0 ' I 531sr-. I I 1 41 1 4500 OF. I 42 i I 4500 OF. TE SET Is / I v r — 9 \ \ 6221 OF. I (-� ?� 3 � I .�.•. 4 <\ 134 \\\�—_.�J N i----� 2 1 116 I _ 1 \ I 0 I \ r I ( I r\ \\ 6423 S.F. 11 119 1 L~ (Pool SF. 1 11033 sr-. I 20 39 I 6531 or-. / \ \ L__-J I I T' I 38 I 135 \ 1 I I m I Ili I 5524 OF. I 1 5014 OF. 6020 OF. I I - - - - - — /f 1 5001 S.F. 1 L-----j L---J I-----� / �° / I � o \ I 133 I 82 0 53 WETLAND A / / // \\ \\ I g 1 I W41 OF. - - - - - - ��-- 53 54 '4 �\ \\ \ I i / I "'\ / 136 \-" l / I \; \ 6183 sF. \� v ��\ / k /------1 I I 116 1 5ool SF. I 20 1- - -I00-- - -J 114 T -1 .�'.•�� O 'Til 1 SF. \ // < 10345 OF. 1 ,ri I 115 I •'� • \; \ N. 6\ > / > \ \ / I (Pool OF. I L--------J 140 \ \ / / 138 / \ \/ •.•� \ \ \ / h� / / \ 1812 SF. /-----Ito- - \ \ � \ \ �ry / 1 •�/ 141 \ \ \ \ \ / n so \ 1 -V ^ `\ 113 . � • • I / \ 4955 SR j `/ / \ / �/ / \ \ 1149 OF. WETLAND \\ // �� // \\ / lag MITIGATION I / \\ /j/ I39 �� h�` // 9655 SR/ i/ < \'�� I AREA \ / < 142 112 \ \ 1 / \\ 4605 Sr- H (\ \\\ // \� \\\\ /�\ 060 SF. / \ V NI\ TRACT F / \ \ \ OPEN SPACE 1 \ 143 ?o / /` / / \ \ / 248611 OF. \ 5591 OF. 9 m N z TR. A / / / \ 'IN\ 6141 OF. \ \ / N / 144 // / 8246 SF. / < \ J I 1316 SF. / `� 101 \ \ \DP`\4 �• �'�••. �5619 SF. \ > /•• WETLAND 1 / / N \ �0 /\ ss \ /> "0000,0000", Up 5120 OF. /\Q / 43 O P Bg v /••• / \ \ \ \ 5989 SF. / 1 {G " / / \ / I / \ / TRACT I I 104 J 5� < / I I 44 \ \/ PARK 112SO SF. / C \ 4500 SF. > \ 44554 SF. I105 I /• / �\ 43 I I I 6442 OF. f �RACT G // \\ \ 45 1-----12r----J r`! / OPEN SPACE ti0 �\ \ \ \ 5195 OF. \� ,�� / / \ I 60 60 61 5o r I / 15045 OF. Q46 6841 or-. KI I / / \ \ \ \ 4i \ \ ti / / \ \ \� �O 1 103 I 102 I 1 101 I ..� ,. TRACT \ _ J 5394 SF. I 1 5354 OF. oPEN •'• J 1 100 1 / \ 5419 OF j i —'� , p �.y \ �\ / / n ( 1 5411 OF. 43906 OF. 1 \ O 48 35 �/^\\\ 88 \\\\// fps // \\'� �, ---J L-----J ( 5002 SF. WETLAND A 5446 SF. \ \ � / \ \ 5080 or-. % �� \' 31 by b0 L — _ _ J • 1 \ /� // I I \ \ // <\ 90 / \ \ 4816 OF / / > /` 4) \ < 49 / / i \\ 5500 OF. / ^ \ \ / lo� // / T 1 _ 5 52 1 51 5 ./ \\ 6411SF./ /� \ / / \ `� / / / % 1 r�-----1 r_� 51__ 51 __ 50 i9 • I /•• \ // s� s v ,�0 \\ o 5301 sF.// / / I I I I I 1 i -� r----� r------�9 �p (P4 I �' \ o / \ \ 50 / 86 i \\ // 92 1 I I 1 I I I I I I I I I i3 1 < / / 1 95 po Sr I I I I \ \ 4166 SF. ^ 5115 OF. V / 93516 OP. I i 4516 SF. 1 AA 9i 98 I I , I 5259 or-. I / �\ � L 5923 F. / I 14666 Sr-.sF. 1 I d� 1 � i � 99 p 6093 sF. I '12/L—.--1L_J L_—J L 16 SF.J4562 SF. 1 145W SF. L_ \ 9Y 1 / 51 \� / / 85 47 .3 68 52 \ 4500 OF.,/ ^ \ S < 51'14 SF. / / � ` 11 39 52 51 51 51 51 so 0 I I o I / \ s \\ / 84 I I j j 1 1 i r----------------� I 6341or. L4502 SF.__. 1 \ 4500 OF.,/ / u C 6291 OF. i 8� 1. 1 I I I I I I I I I �- _ - - - - - - --I -- Sca- _ \ // 4 19 SF 1 � 1 81 1 8O I -t9 I is I I I- —1GL _ _ —, m (— —1 I 1 11 4599: sF. 4590 sF. I 1 1 �� -16 1 I lu 1 ( 4502 SF• I 14502 S.F.4502 OF. 1 i I - '10 TRACT N/ 9 J I I 1 14502 sF. 11 4500 OF. 1 I I 4524 Sr-. I to STORM DRAINAGENTILITIES 53 / s �' --� ----J L___J L___J L_-- I I I I I I I 'D I �5 / n L '-� 1 101452 OF. \ \4531 SF. / / / / \ \ \ 1 39 . 52 52 51 51 J L .- - - -J L - - - -J L - - - J L5931 OF. so \ 51 51 V s4 WETLAND F TO BE FILLED / I O 1 < / 4904 SF. / / / \ v _ 20' UTILITY/ACCESS ESMT. �� / 0 z 69 I o \ / / / 5355 or-. / / '� 30 I \ / 51 II 39 50 �--t2S-----1 � 50 40 44 50 I �</ 55 //,' r---� �'----� �----� TRACT Y _ 50 'So— —SO— 50 38 11 28 .�>�81 � \ 645s Sr-. I I I I I I I I I I I OPEN r � r � r � r---� f---� �' 1 r----__1—� -SPACE ---I•-------- — _ d 59 I� I I I I I I I I I I I I ------------------------ - - - - -- S� \�1 - 6453 OF. L51598F; 5003 sF. I 5002 sF.l - 60 1 61 I 1 62 I 63 1 64 d I I I 6i 1 I 68 I i - 1 _i _ _ J - _ _ L 5002 SF. I 5002 sF. 5002 SF. 1 1 1 65 66 I I - -1 _ 5002 OF. 5ooz sF. 5002 OF. 1 5014 Sr-. T 1688 sr-. 9905 OF. I --11_---1 --SIR-- L___11_. I I I ---------L _ __I_� 30' ESM'T TO KING COUNTY N 88.0011s"w 81 50 50 '- WA TER DIST. #90 5 50 A.F. N0. 7507170566. � 50 gp 1211.42 5O 50 52 10 50' 90 100 20' UTILITY/ ACCESS ESMT. S.E. 136TH ST. o a-w r�••••:�ip / 1 (5 w W j Q N U m F- w 0 C5 Q w O O w >IL V x z Z O w — Q d 0 0 o Q SHEETI OF nom'd preum \,prepiatt PROJECT NUMBER 94168 369. -- ;00 T 200 vjl m 0.92 pf] I T63�— ltt6i �.J 04F A o I >' - - 4 :R 30 0 27215— I'.•. I e 0 1.05 Ac. a I, E7 co r� Julia Tt nsiey a, 3.32 Ac - r 1 31, t, 6j1 zz '-� -1yde Holman I fl 4.54 AG j00 50 ■ � ai,1,a L.Owen� 10.53Ac AS ESSO p �S t� 13 19 14 19 14 18 ®I o 7 m Q n 16 tl a QI$ 16 -- -- -- -------- ---- -. ----- SS -.._ _.91SLa9 ------ P� 1340f 01 Of 3: a S E 124TH ST O� Z T30�.D � � b _ ,34Q4i34v4 . 340 DETAIL MAP ITT - f E c 18 i J ?r_' 3 SCALE: 111=200� - { j ---- - -- ? 1 4 21 cD 1 4 Shcn Sweet � I <1 rp 0 T v � v ml Jc►,n A Raye5 I G N p o oI r c I 2.25 Ac. "� <c c 6 rD q (�— a �1 Z5 497.bp `� 80 I — ,6J.80 91t -i ,.—_- N cn 0.25 � I.• i � + C G t1 � O y L fl 120 �r S X N�yeS o 0 0 h QC.1 I.�IS 15 �' 1 IQJO• N �"I N 0.4t AC. E E 4D ® 39 I U®� 8 ---- - -- - - --- 130.25 - _._._-- - - - 1 (.4 - - - IbL.P2 - -163. 2 - 125-- .:_T:: ; ::.rrc :• : L_ . _:r: ' '��' ' ''DR : 'r..�- O��i �` _ .t 'r;�-e:i:.:-T'=: rim •. t} .T.r T::: i:: -T:++ (F MANIFOl.O RD----�- : 4 00.5� T. m 1 � r '9 T. Q' v 30c, i v � r ; A 1 I 601�5 m � c ? 5 t Gladys `twanson 4 Z I Ac. D dw 0 r, o _ F w g G0 RGROVE PARK DIV. 1 . If T t CENTRAL. AVE 11J w s > B� Q T - - -' - I T )431 --- ~ —----. _ - _ 60L,S 5----q, -01 •o .d _ r9105 r r n v � � D e .6 A z r 13 t co F: .D N 16 M � � W a c1 4 _ b0 (SOUTH AVE.) n5 95 � 1 W ! Albert S Balch 10 21 A.c. 0 701 1 6. 24 A C 26 5 26 5 24 , R. E_ Honver 0 62 Ac. I 2? 9 22,r, 41 2 ►0 2i F FI K tt y 11 19 2 S 11 �8 I 0 � Ij IF 11 l � 4 $ m I4 I I (4,' -- QI 4 I F PAC. T£[ N IV £ 5 44 r -,{, )j404 .- 134 04 --- 60 ` T �3404- S E.—- 128TH-- —_-- ST: — _ _ —:,:..r-__;:-•----- c =�14 f- 32777 �I 45 0 n 150 I 1 7803 d'.9G r5 I 488 01 73 Ac. o 1 IJ ro 4 Of In Ci U -) S P 107501s '9 ° 2 30 Ac. 2) 2 10 Ac 2 69 Ac 32 3 _E = 6 1 a I I 1aA (62) MAPLEWOOD SITE Applicant: Burnstlead Construction r, 470 Ac 6.3 i 39001 /na cowv� IrtL Or{/Are/ OiS Z9ti 15 A:� 95 447 Ac. 447-Ac. 701 ..� 6839Z +tom iT.�uev i•.. 7:v 2`S w SP 4840 •, _, • i. () on C gig !41 J5 3S ` Q S' s S.E. 132ND ST. .1 �I { Z_AC 0E0 �R CR�SIT S At S.Z,�c- 8 9 10 II 12 3 49.1� - - t9 r4 _s. T ,w i -1� - 130i r y.. ir.• -- q2 D1 --- •�� VARCE : 3 14 i 15 � fb 17 „ 19 tli a ew �t L .L 0 w R;! o oTK - . 3 E 133R>7 v.C. 133R D ST 5E ; :tlE �r C ti �t -A35 I36a AlZ 11A%t Rb E1' PAR- 7� ` 8- L 6 N S 4 31 2 L S P 678063 - k ao (2) 12499T t u Clod Young 06 Ac L2Ac $1 47 82 pMF=WAF Giv r�G MAY p � 1999 Arthur 7_ertc�rell 5.o1 Ac RECEwE� `T(4s) n r o SP 4841/''� d + 5 %4 J� S.E. 0coo 1241 34 — --�- - - -- -- -- 7749P (31 I (2) j .54 AC. 59 i a �''a _ C74 76 60 , CEN 1* FC 14 136TH ST. T?3!V`-f f 60 L ! is i S E 137TH ST. 593.95 l �.0 148TH AVE. S.E. Wetland Fill for Road Construction 10,150 sq. ft. Wetland Creation Area 36,119 sq. ft. Ref. r • 152ND AVE. S.E. _ � m _ ` —A WETLAND r= Wetland Buffer (50ft) at Road Crossings 20,710 sq. ft. Buffer Impact Area (Buffer less than 50ft) 47,969 sq. ft. Buffer Replacement Area (Buffer Greater than 50ft) 69,240 sq. ft. Preliminary Site Plan by Dodds Engineers, Inc. MIN .1 0 4 APPROXIMATE SCALE 1" = 100' 200 0 200 400 feet TERRA ... ASSOCIATES Environmental Consultants CONCEPTUAL WETLAND MITIGATION AND BUFFER AVERAGING PLAN Maplewood Renton, Washington Proj. No. T-2798 Date 7/19/99 Figure 3 N W l Ad .Q.Acr. IQ T WP '.q /V 14r..P S P W AM NW 114, SEC. 14, T WP. 23 N. , R GE. 5 E. , W.M. SEE 5�4EET 2 of 4 24 J ,_._...._-..__--- 1,'\,� � �- — — -i48 � — — — o � �,� / / / / I I 8 ,,. 1 I alo4 s.F. / J I T2o2 sF. `• I I I I I , I 1 i \` �}� I I I 1 9 f I a141 5P, I / / 1Z0 — — — — J ti 46 I �. A �---_ t6o 20 i I I / �r-0 11 $ \ \l rY / ; S�T ILITY aS — } 14 ' \ Sa - MIN. 25' BUFFER I r:� = I ` 8402 SF. I I O / — ®= ° �f — f O f I ICI\ L �_ I I I I I _ - SCALE: 1- 50 I p I J — — — — — — 10924 S.F. 1 .1 / I 23 I / / I A.TR4GT G\ / 1202 SF. a 54 \ -�- -�-a - - - - L I \ Of=5N_SPACE \ F- - I 1� TRACT A 0 25 50 100 1 94 \ l _ J L'--,, - - -� OPEN SPACE L - - -ii0 - - _ �� 80 \ 1126 SF. \ \ 69112 SF. a. \ S ` • -_ - 36 6 ` / / / ' ` I I I r ''r I I } 6� - - - - 122 f I , i f _ I I ( \ r 8260 S F: � g 50' AvERACxE BUFFER WIDTH / _ ...•,. '�` \ 1 I \ _.`- I {fYl 11 94 S.E. t /A \ i i I I 22 11660 SF. / a l.11 2' I 1202 S.F. \ cY - �\ / i „ N --- t t w rzo- m ff c4 I — I 1 T9 1I I41 1 21 6 I 6 4�•,r op 181 1512 SF 1200 SF: t „w } 1 N3 z 225.06 �`: �� _ � ��"e v---� -- ........__.,.....1 I WETLAND E � 15 100 1 F I 3 - 103 122 I - F 614 S • 20 / \ 8466. S.F. �p L 0262 SF. r / 5351 SF. ._. _ \' I ,n 1441 S.F. ( I `\,,` � / \ � � ��6 Q . �"' � \ ° 72.3� I � �, •`'� � �\ APPROXIMATE }- I \ • .. ' \ \ 9381 SF. \ \ ( ' i / L _ ' I LIMITS of oFFsITE / //— �J WETLANDS � '� ��... • • \ I � \ \ / � .4 54 I6 � � _ _ jj I 17 V' ��°- \ 62 TRACT A _. 8665 S.F. OPEN SPACE \ . `...,.-.� 11300 SF. > w-,.. z \ / y`� ` f j 113803 SF. \ / < / \ / 1 T389 S.F. } l .— — \ 110 10 10 140B S.F. L ..-.—......�.....,......... •, `� \ `: / � / �\`•_, \ \ 12 1604 SP. `�, \ , �� \ _ to ti 1, \ \� 10295 S.F. / / `. \ \ — L — — _ ti� J' S _ 14 V ` <`30'ssof sr-. I / 50 AVERACxE BUFFER WIDTHA J/ LANDSCAPE ti� l09 \ / } I \ --� s / j �/ / WETLAND A I t EASEMENT `.., / -- _._._._._- r _+ ----- LANDSCAPE - —... i4 .-41 9 rwr••, } `'-_._ f'°' r — — — — — — — � L,---------------- V) Z 0 w Ir ccQ a N O li y � u j 6 co C 00 z t H V z h N m Go v_ y °o 0 O z I1 () ctl 5621 SF, I 8829 S.F. u%ETLAND is N Q \/ m}% �(Y O cn �4 I O an I TO BE\ s�A7� \ �$ TRACT B TRACT C O R-5 ZONING t' — — — — J ^� m / Nr -� �, / r` i g OPEN SPACE I OPEN SPACE L - - �S FILL ED - R-$ ZONINGS - - - ti� 1 2 / 1 V �" I ^ ,� .' •z � � -�. _ ._ / i a 865T S.F. � / `_ _ ______ _.__ - ��,�� 8r. .� `� . t �_ 5 N 12 / _': ``._.-- s — - '� ZONING _...__ ._ ..._ 1 ., o �_� - 5154 Sr-. �\ \ / / rg .� f - 1 b -104- — �/ _ / �• �f i' �. R-B..ZONING j p , A` ;( X I 34 r. 060 5411 S.F.G,g 6954 SF. / `n / 5262 SF. / � \ \ 7•� / /` j ; ,� I ; ' ___ _ - \ � I ; �� _ � t � �- A,;. N/ J Q bf934 LII 51 1 s I fI �;�I 128n _.. I 112 5101 S.F NQ' _5324 �SF. � � V NI5922 S.F. �- - a 0 �zLtj - - - - - - OPEN SPACE LE TLAN60 6 e 235354 SF. >�ITI�ar _12° --- J J m !„ I 5 I �` / AREAS 1 a4 I 511z SF. 1 _ _- - - 124 O 1 i� 1 4546 S.F. I 53 53 E . _ ^( I- I cv --- --- I � �I -I II I 125 J r- 4500 SR F 20 -100 I7002 S O i , — r 11 r I I I f L I � 6 31 I 34� — — — --, �. 5112 sF. I � 1 I n I 32 33 r I 1 I ( , .,'_�--- \.. / �' _ o= — - - � l 123 I • 1 r I 4182 SF. �•,..L 5330 SF. 5T91 SF. I I 5614 S.F. SF. i — 11r L — 8� — J I I L —167— — C" _ 130 ` 80 L — — — — —►� Mr _ _ /� �_. I. ------ I J I / \ . — — — Io0--1 � � h — _ _ w } 5828 sF., \ S rJ i b I / �\ / 3' I / —no- — f ° 122 I o ,�I, o f F �-.^•,..-,> � ¢ � ,• I � V 1 // / 5629 SF. I / 5001 SF. r ~ I \� o W w / _ I I I� N q, o TRACT E / 3 �5201 sF. — — J 20' ACCESS/t L — — -IQT— — O I 131 i I ~ l 120 L - — —1 (! I j a W a It !-------� 0 UT[ ESMT 1 2 O 100 — Ill i J z /01-EN SPACE 5 ti - - - - - - / O 120 - 120 - - = 'P, 'Q rs; N L Q 8 � 1- � / / 55cJ0 SF. N <, � e 1, mot` I —1 - > 71025 S.F. 4' J �``� I p WETLAND A L -�10— — — —► I I 1002 sF. I p ,� I (� a v m u // — -- Q L--- I i21 - Z 7411 Sr-. Ln lb / I 6o iii Ld 1320 ----- —.1 z z 64 0 O / � �2,s. --- I " '� w / < 134 \\ -- -� rF: I I 21 118 I O _ 4 r ' ' 1 I I I \ \ 6423 sF �T I 119 L 6001 sF. I i s i o Q 341,5. I SHEET OFr — — —IT_ 7033 SF. 20 • EIVED4994 SF. / SF. L =—,,� 38 SEE SHEET 4 OF 4 '4"`�"�, SEP 2 6 ,2000 PROJECT NUMBER c aK V4/VV /`O � prelim prep a ,,,4t ni w fig Cyr fAd T WAP q Av arm S P w ALof ! {1 i \498 --•-�\ i? i / '! 64 2t �JJ ry ST�,T G� ; �s yo - )b / i I 0 I 221 S.F. 1 T AND -- + v v tE L 21 3g a< I �� i'`� i 134 I v v I I��O I r 118 476 -- j }" •• �,i �.1 r I \ �' \ V 6423 5F} �.�� I 119 I v f 6001 40 ' ( (n I 53i5 5F. ( \\ I �" I \ J + — — — I033 S F. I 20 - IQD— -J I \ I I �i \\ b I I I F 4994 5F. I -- �n —^` I 3j� I I \ I I I — I I I I o 7 I { b53 t sF. V 135 `� O - / TOO- I I 5524 SF. I 38 ;\ 1 \ �\ m-uY .ti' w 150�4 SF. 6'020 SF/ I I - - - - - r T\ I 50Cj1;SF. \ "�� \ \ 41 r �° L---J 1----J L s2 `\ I--- / ;! . m , �,` I I I 4500 SF. oo- , APPROXIMATE �� V' ; J _ _ -1 - 1 \ -- �} 1 / \ (\ \ I 8841 6`p. 1 - - - - r-- LIMITS OF ` i / TRACT E / i �D- 53 53 - J - \ I \ 1 �\ �t `� \ \ \ 1'I` ( ems, re- OFFSITE WETLANDS I I OPEN SPAS` -- 0% \ 19 `0 ( 18 - - - - �`` 1 ' / ; - - 1 ` 2�F I ( 183 sF. \\ 0 // f 71025 caF. \ / L �\ ��_ / \ / o 5001 42 I O I — —4500 SF. 120 \ \ \/ o - ` I gp — �� / �� r--� t `' \ v u '� / 't / 114 \ r — o,V ••, , c t+ /� \ \ ; ' 13'i '�\ \ :'� //, �,)\ \ 1 Q / , I �•--- `� I '�.. -`-�- 4 � '' �• � ,1�4 °�• � � SP. \ // i \ I6345 SF. O I 115 O 450 21\,��_'�!� \ I 6001 S.F. 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I I 'b 5000 SF. \ \�•._ --- �6 I \ \ / i �j� , / / T ��sr \`\ - f 1 0)00 i I 23 �r / \ \ _ : \t �� MITIGATION %�., - _ / \ // t9 965r✓ SF./ / k� < "-w.� \ I W co WETLAND A \ '� AREA J (�' \ I 142 `, -1-T35 sF. / 1' - - \ / / p / \ <` 11 \_ ai H N J \ % Y� r� 2a \ 4605 sF_ �\ \ / r�-� '--.\ \ _ o / _.____-�� 6d60 SF. \ �_ .�----•- \, !l <Y a 'may �.. i I , .• �,• r �` + \ �_--- �� \ \ / / �? v � t � \ \ � /� !� \ /� \ j`111 \�� ~ ,�I `-'`-..,_ 21 {� Go Cc I l i I ` 6 \ � / /1 •\ j _"_--... � , f_ lr<¢ \�� \ \ Ilj� \ / V \ \ \ �✓ i..� ) ! „fir �i O I I 24 I ✓ -,,1 ; -c _ _- / �• \ \ G / \ / `� �5195 S.F> i 3 In Co 6251 '\ �\ \ / TRACT �� ? \ \ / \ y�� - �_, N m co -._._._-,� L L — — � — — �- — J .� \ 0 ,.,,,,r.4 -' '• V OPEN SP CE >+� `-,�~.,`\ \ 5591 Y'vF. � �l \ \ ~ '---- / ^o / \ \ \ 110 \ � \ / 3 �_,_ _ N 24861 SF. 1--- - \ / 108 / 0 `, �� ` �F I � — 1?5-; — — 1 — `r \ y � _. __ ._.__ 4r=:_._ � /fR \ l-----__ % ` ,o'� / / � / \ i 614i 5F. ! \ � ,�, .•\ •,\ \ � CNII (� 4\ s WE T L AN I - , to i 5120 SP. / �%�O / ( < 3 \ \ ✓JJl ._i ; j�Co J t r 106 /,� \ ` j�5189 sp. \ / �� J TRACT I �. �` 104� I r J i/ \ ` �l `` \. �\ / z Vi ,1290 S - J t W 44 \ PARK II I I t ` y 4500 SF. l \ 44554 SP. ---�� 43�:6442 Sr. � TRACT Cs / / \ \ 45 — - _ Cq _ — — �- ►— — — —1 — — -1 1� \� j 50 OPEN SPACE `� \ \ — \ I \ `� _bQ —_ b0 \ \ t'- �" •� ,`, / \ \ \ 46 � \ \� , > / ,tip !ri`� (/ '�� \ s `\ � \ 44 �' -� — — -- — — — — — ``� � `` ; — � -1 --.�Qz 30' ESM'T TO K/N COUNT" - WA TENO. DIST #� D / , \ \ \ 4� - ti G �� / \ \ \ \� PLI 101 6659 A.F. i ` 5394 SF. I I 5354 SF. 1~J 't I 100 i 5419 SF. i _ \ \ ( I 5411 5F.CR /I ' \ \ / 23 0 n \ \ \ \1 \ / \ \ �� p J /' I, �002 SF. I ` \. ' �I 48 \ �� 3 �35 / \ \ > nl \ \ , �`31 60 60 WETLA� A \ i \ 508o S.F. O 5446 SF.. J \� 8, \ \� \ 4816 5F / / �T �_ �� .� �-- - �/ Z z z ------ a, o I < 49 / 5500 SF. \ / l I 7 4p — 5 52 — — — y / i' / r 1 ✓" I� APPROXIMATE 0 /,- \i / f / / __ \ F -tm4�� sF. / / /'� \ \ / / ^ \ g \ ✓ / -�!/ / / r I- -� r- 51 51 - 51 - 5�" 50 /'/ 1 i/�i /3 `\ ` 1 Q O LIMITS OF 1 / -1 r y� - - _ - '19 i 1 `t �" _ i / 4 O v Z OFFSITE WETLAND8 r -I I- -� �-- - - - � — s � ' I J� o 50 86 /> // 92 / I `34 I I 96 f / < \/ i b 6093 SF. / i2 t w I / \ 4'1b6 SF� /� \ 115 Sr. / 5923 F. / / 3 I 9i I 98 9� y �\ 45-16 sp. I I 5-16 aF. - - - - mot- 1 + I i I ` •� h W � / \ R; '•�, \ / / \ 3 e ` s I I rah- I 14576 SP. I I 4562 5F. � I � 2'T sF. i � v _ J I 145o0, ;' / I �..� \ , J � W �, 4'7 43 68 52 _ 1/ ' J % + ! 4 i — ^ m / \ i I / i ✓ \ 45DO SF. 39 52 51 bt50 r- — — — _ _ _ I ; 6347 5F. I ;' I 5000 sF. � 629'1 SF. 4500 sF. Qj / // \ I 8 8o I % / I 4�79 SF. I - I I Ila �8 _ Co I d599: SF. I ti - - `� I I I I 4,596-'3F: I I 4502 � I ' -,� � � ; �` ' �-- :�L � - !t#., 1 r _ + f SF. I 14502 SF. !' - i - ,� �. + I � J t, `� I 4502 5F. I 450o sF.l ' TRACT N o ' y �> r' X - — `1 �' 53 /' - -=� - - - 1 /lam \ } 4531 Sr./ y \ 1 39 . 52 t -1 L - - _ _ I L J L - - - -� { 931 S /�� --�1 00 _`�P u�v Est { ! STORM PRRAINAGgq TILITIES 1 } ^ S I - '" L - - - J /L - - - �\ 1 = I 101452 SF. f / ` 51 51 L _ I `� I ! ��- / WETLAND F Td E FILLED _ 51 `sr`` 50 \ Ts9 > 3¢ !,� 4 1 i I 30 j r < / 54 `\ ✓/ / / /� 1 -A8 J `.� 20' AG i=SM.. Z \ O ` 1 4904 SF. / / 2 J�-� _� \\ r ^ \ --r� 2 O LW w 51 11 `\ 25 UTIL11' ESMT - - - Q I • ? - -J v �� V O .J �� Z p� - - - \.� 5O \ O 50 i� -"p 50 ` 50 ` �l �� 1' ' , �' N < 55 1 ,[- r �i� TRAC — — —�o �2 — � \ -T — — — ` I- _ I 1; I I I ► I i 41f I 1 PEN \� r - -- r i I I T m �`� `\ 1 ' % G I I I I I I \ ✓ irG . I Ld c 1 I SPACE 7 ,I I - 1� I - I o ��a -1-�' %I 68 I s8o-r sF. I `� o w - - — �- - — - - ' I� I I I 1023 sp. I �_ I w > v a �. �� -1- --- --- 6453 SF. 5159 I F. c73 S.F. SF.I 1 I I o 4 `�0.2 -� 63 I 64 I -' I I I 1� I \ Z Z i a ! ;t - - - - - - - - - c SOOYSI~ I 66 L.,� -! _ __. � L - -11° •�-_>o�z - 5002 sF. 5002 sF �- 65 61 ( I I �\ w - _ - _ -_._ - 1 �.. 0 - ' 5002 SF. ' SC3b3 SF- �If I Q - E; _ _ L - 5C55 z sF: 5o14'v I 55 1 S' � -` _. _._ ._._...___ --, -l- =-mil _- -_- - 1- _ _l.._ � I I I � -I-� � �•___ Q w � w I J 3EJ�ESM'T TO itYQ!G COUJ�'TY t�_-. -_ J✓ N 88 011 9 UJ \ _ 5o r 5 , f� =- __ —_ �o - WA 7tR-,D/ST. #90 _ 50 , 50 5O -- -- s - - C� Q -- _ - -- - RAI, 1! / A.F. NO 7507170566. ` \` �h,' - -uSHEET OF i tith'JE ` 1277.42 S0 5O _ 50 iM1 `,50 �� --. `r0� S I . 1 50 SALE: 't1 y 50 _ _ 4 4 100 0 25 PROJECT NUMBER 94168 prenm wrep,acy ni w Yip Qizf%- fAd rWP PA Av arm S P w M At W 1/4- SFr'- 14_ T WP- PA N_ - RrF S F W " LLI �. r- - ! /, i' 120- LIP,- -- -- - _ Z j 1 0 t l �� ; �� 6 + I� //�0 - 64 �.`� 2 t IS / 1 i / �� 22 i S.F. ` I %' WETLAND CI - _ 0 1-2/ 39 a < I J `n< t \ \ 119 134 416 --- 1 t � � l � \ \ \ \ \ - �-I-- r�` �9/� �i I � (" / � � R (/jF I I \ \ t 6423 SF, i ' l ( 120001 w I j �W40 ` tl 5315 SF.\I/\/7033 SF. l`'J '�' �,,�I 499d 5F.000000, I - J \ ,� - - - � 554 5F. 38 `31 SF. ,,�` \ 135 \ \ I ! LI 118 o j_j Z o Too- 4 I I '�,� I_ V Q 5014 SF, 1pfl ^ \ 6 20 SF-- — 0,.41 IL----j I -----I I--- -I t�/ �\�' oI-L :ui wm. 4500 SF./\\�82 -{ oo- =� -J�,` APPROXIMATE i ! ! t / (\ i '�)t I 1 I L- - - r'3 ,_ \ j 8841 SF./- - - - = _-W OFfSITE IUJETLANDS / T/T GTE / ._ -90- 53 �> v1 t i \ \ \ j �1I 0 p WOPEN SPACE 0 0 I 18 - - r �- ; \\ r- Q r- - - \6 .�1 II Qs 5888 SF. ��.� SF.�d �. / �n \ I t �t etS \ �� i \ J h 5oo1 SF. W z r \ 4 I r _ ,� \ / �� I ►� ( 42 I `� \ \ / .� \ `y I i \ I I 4500 SF. I %` 76 \� \ m I _100- 90 ,� � I � n \ `\ 4656 5F. � ,� ,,� � -°� j' \ • ---'"` , � /\ \ \ , i 13"i ,�\ u '�;�'° � � � \ � U / \T I t l� � h � � 9.•iox $ 1IV 16 +�•� LD I '� /\ 1,/ ��\ _rt_ \` �---- " zo_- 1- 1 jj1 �vv �'ra !i$..• •.ggti 140 \ 135 `14 22 1932 SP., \\ 4j\ ter' 141 \ \ / s / \ 0 ` 1 1 "f t opIr 'q0 `�' \ 1 1�4 r..._ N O 30' ACCESS ESM' / I \ // \ RESERVED BY M' 6MENT \ / \ \ 2 8 \ \ / / t \ \\ / 'h?O / \ \ \ // �`°• v1 / \ I �..., I - M I f \ / WETLAND I \ \ / /. ilo / \ - _ ;� 2 y r, UNDER A. F. NO. 58814. °D I i 1 ti� \ - / \ , / '�_ \ / \\ s \ `� ` _ i \ \._ 5000 5F. - \i ,--ern -_ �-..-,____ f� _� —` _ `� lY(I T (CHAT ION \� / \ y, / / > �ry �>x / 96 F. /T`,44�� ., \ I �' 1 j + 4i °f WETLAND A \ ; AREA ' ---- - -��/ \ \� / / Ise �� .� _ / \ "`~' <;� \ 1 .� ao w ` 2 OD ) A� .__� 1 / < 142 \ / ,� \ / OR / \ 11 5F.\\ci \ 4605 600 / \ m o> \� t 00 cam+ 3 V �/ 6)„1^l �--;, ,"_ \ �^ 21 I I�'� � �n \24 I r `\ 1 Y ` - 7 "\ \ �\ fl(/ / \ / `� �5195 5F? t3 �\i O 625t SF. �/ I ~` \ / TRACT \ / 143�.� / �` O oOOo L L OPEN 5P CE \ \ \ �. \ \ -�� / / ^ \ \ ; \ / O I \ I O 24861 SF. -�� / - \ \ 591bvF� / \ / / o \ \ ill \ / �- j- _ _ __ _ I N < 6141 SF. o \Z. 108 \ -�' tV �Y �- / / 13163 WETLAND, W o r ta 5120 SF. 43w%,� � I s$ \ �, iy' �¢� � `� \� /\ \ � ta9 sF. \ � _ _ - - ``� '"� `\�� 1 ' � ��89 5F. � �-, `� .. • , I �, �' 1 � � Lu TRACT I \ , / io5 r/h / 44 \ \ \i �� x^ PARK 11290 o \\ \ 4500 SF. % �44554 -Sr-. ` \\ ifs' 30' 43 '�.6442 5F. / / �G;. ACT cz ✓ _ / \ \ 45 -\ / 1 - 'l \ m L \_ _l r / \ �� OF N SPAGE O �'. _ \_ . \ 5195 SF. \ �� / \ _ - - �\ �� _ _ 6G2__ _ -6O _ _ 01 I �. ! \ 6a41 sF. 30' ESM'T TO KINCOUNT + / WATER DIST. #90 i / /\ \ \ \ 41 '"� ry �� / ` \ \ \ \ 90 > � � \ _ '+"- }f�� - I - � -- I I I \ GT.' __ � r-, A.F. N0. 7507170 66. ( % \ \ \ G \ \ / I - / 4i 6659 S.F. / o '�. y I 103' \ 102 G / / 5394 SF. I I 5354 9F. PEN; vPACE I ` \ I /�,•� - ---___ ` �\ � \ 5419 5F j � � � � ` _ P �`� \ -�-� `\ \ n ,>'�• ` ' \ � I \411 5F. SF. \ 48 \l \i, 23 4 3s \ \ 89 \ \/ / \ \ \ \ _ - " "--� O `_ `� r _ J -- 13`002 5F. I WETLA1�iD A ! 5oB0 . I \ � •\ r \i 5446 SF i \� \ , / � ^ '� _ /� _�, � O 44 4816 SF / / /-` / 1 Z �u 49 / \ 5500 SF. \ / ' - I " �- `� 5 52 51 I APPROXIMATE I �" _ _5F. \ 51 _ 51 y LIMITS OF - \ / / \ o` , O 92 / \ ^1 (- - - -j OFFSITE UJETLANDS 1 �i \ / \ .� \ \ \ < / 410 I I I I I I - — — — — =l 3s, �' %' i 4 r' l I 0 V / SF. / ,... Q > % \ , / ► ► 95 I I I 1 1 1 I ► I I ,4 121 Aj L 5923 F. / / 4 I fo I I 98 ► 99 100 I 6093 SF. 1 t I I �3 O I 14516 SF. I I 516 SF. i I ` I ` 259 SF. i I ,'\ -1 L _ _ , I i 450o SF . i L4 Q v \ / A 51a1 5 1 1 4516 5F. I I 4562 SF. - �- - 86 4) 3 i 68 52 51 r' ;. 4 i � `� m ( / } 39/ 52 _ �! 51 5t tip. I r I i 1 I I/ 451 O SF./ � \� SO PI / � � ;' f � •� 50 O I ilia ," � ,/ Ln I- -� - - -'_ - - - - - _ _ _ I i /s41 s: I ( ,rr I 45oi SF. 1J i I -I r / r 1--- - � 1 `'•, '\ 450o 82 Sl I 80/0 I -19 \ I I I `` �- -- i - 4119 S.F. ~ - ` cNk i 36 \ I I I I 4599:1459o--Sf- II 145oz I P I I �S I ��`., b _ . - i i' (p �� , �i' I i i I `V 4502 SF. 4502 SF. I I I J 1 TRACT I-! 53 /r'" 2 �� I I i 4502 SF. 4500 SP. STORM D_ t?�kfNACtE/UTILITIES r - ` / /� s lg�' - - - J L - - L - _ - J L - - I ( I �i� �452 F� - 39. S2 -_J L.-- _ ( 101452 SF. -,:gd �, / r \4531 S.F.5/ / y \ \ f! \ 51 $t 51 - J L J L - - - J L�, 3 S /�\ f \ - ,` ). WETLAND F TC E FILLED 1 50 ------------f-----___--- ' ----- ---- ---- \J� / / - fl 20 , CCESS�u� 1=ScT: /- I I �, \ I 4904 SF. / / \� 2g \ / �:�Q ` ` I m Z! - - - - s~ \ _ c 5023 SF. \ I O w r _ 4 ' - -) - 50 _\ 0 50 tr� 40 N 50 r i _ i r " �� I � /n 11F, \\ ; , I Q 50 50 38i 12 - - �'�I�4 - -- r < I I 10 1 �" 11 TRAG N �?- - __ I` w 645a SF. I I I 4 I I (- �, / D' I I I I `r I ` I _ I I SPACE _ �r;B I fi . y �I I _ ; 1 1 �'' l� I I \L, I I I �� `,� 1 o o Q \` \\ _6 I 5-1 I 5S�I d 59 I ` I _fi — - I� I 1 ,\ I I - I -r- - ; I I Ic I i I I I ` o w bi v i'— — I I I 1 ti z Z _ 1 I �,VQ o------=-_ _ 6453SF. I _g 1 p - , -L -- - - _ - - 5159 SF. �5C�03 S F J = _ _ L 5002 SF. c 50©3 5 I 1 - 5` ��2 SF .� 4�� j� - `t 1 6 5 I r"(, _� ro I 6 8 I �" 1 w ( 0 W O .__ - _ _ - _ 52508 - 53 9 �. �- �-- - - - �- - - - L l S 2 SF S�O� �vF: 5014 5 51 5F. I I- (n L 11_ --- - -- `` -- -- -- __ _ _ - _ _ a __ __ __ .__ _- __ _ �_.__ - I - 1522 �" —J oo . F-- ' I I I y 6 I Q - - -�s5' - �. __ 30' Es" TO RING COU>1�T . + n _..,,__, :_... 81 __ �_. ` - _ ��r, __ - __ __ - _ _ _-- - - - i p O Q Y N 88 50 _ _. _ - -- _ - �i 9 _ , _ _ . -- - - _ -- -- - _ \ _ . wA Ti) . T. f9 �__ 50 50 __ I O F A.F. NO.-7507170566, - . �:5 _._.__ G'r'RT T�ii%L - / 40 40 50 50 4\ - - ;_ - - - �..,g I `/ SHEET -\ 12i-1.42 - .-5fl' S - -=- - fl f ✓4 - _ - - ~� _�_ _ _ u S-__ �,�, , -36T. 30 ESM F KING CO ` - T O G UN Y \ ��.__....--_.WATER Dl T. J90 25 50* 100 A.F. NO 7507170565. } PROJECT NUMBER . 94168 prelim\preplat4 Al W Iid .SFr. Id TWP P.q Al Rr.= s P w M ZoN1NG R-5 CITY OF R KING c ITT OF 30.01 IV.� ZONMG R-5 ' 191,W n .9 0 00.11 N N 68'21' I'V W 4 321.19 N A r E I w - � ZONIt�Cs R-4 KING COUNT N �.Y • y z N 88'16'0611W WA WNW-19 - 'PAP WIN N IMAIIIIIIIIN VAJvj kill OJT WrAr.01 ro Ar lip tut L C�s tog 1330M CT. ST 0 1 ME Tm � 1� M Dll.t y F t _S .r 7 - fr S y 7 KCSF, 6'1 tL ZONING R-4 ... _ KMG COUNTY _ SOUTH OF S.E. 132NO ST. # := CITY LIMITS f " ZONING R-4 <w_x COUNTY SHEET INDEX SCALE: 1" = 200' 0 100 200 400 LEGAL DESCRIPTION PARCEL A: THE WEST HALF OF THE WEST HALF OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLIAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, EXCEPT THAT PORTION THEREOF OF THE NORTH 500.00 FEET LYING EAST OF THE EAST LINE OF THE WEST 30 FEET OF SAID SUBDIVISION; AND EXCEPT THAT PORTION THEREOF LYING WITHIN THE EAST 225.00 FEET OF THE SOUTH 468.00 FEET OF THE NORTH 968.00 FEET OF SAID SUBDIVISION, AND EXCEPT THAT PORTION THEREOF CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 632253 FOR SOUTHEAST 128TH STREET. PARCEL B: THE EAST HALF OF THE WEST HALF OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLIAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER: AND EXCEPT THE EAST 30 FEET OF SAID PREMISES CONVEYED TO KING COUNTY FOR ROAD; AND EXCEPT THAT PORTION CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 632233. 5ENCH ARK BENCH MAKS PER CITY OF RENTON SURVEY ON NAVD 1988 DATUM PT01852 = 3IBRASS SURFACE DISC. IN THE INT. NE 4TH ST. (SE. 125TH ST.) 4 146TH AVE S.E. EC. 454.11 OR (1381014 METERS) PT02103 = BROKEN BRASS SURFACE DISC. IN THE INT. SE. 126TH ST. t 156TH AVE S.E. EL. 54194 OR (161.013 METERS) NOTES I. ALL RIGHT-OF-WAY RADII AT INTERSECTIONS TO BE MINIMUM OF 15 FEET. 405 4 3 2 N. wo r �N 8 9 10 I I RENTON W 128TH ST. GREENWOOD SITE CEMETERY 1� v'g Igo 13 14 CWAR MAPLEWOOO GOLF COURSE VICINITY Mir N P ■ 3000' 1 OWNER/AFFL IC4NT SURNSTEAD CONSTRUCTION 11215 - 120TH AVE. N.E., SUITE 201 BELLEVUE, WASHINGTON 98005 (425) 454-1900 CONTACT: RON HUGHES PLANNER/ENGINEER/SURVEYOR DODDS ENGINEERS, INC. 4205 - 148TH AVE. N.E., SUITE 200 BELLEVUE, WASHINGTON S8001 (425)885-1611 CONTACT: CRAIG J. KRUEGER -Planner JAMES A. OLSEN -Engineer KEVIN J. VANDERZANDEN -Surveyor SITE STATISTICS SETBACKS: FRONT - 15' SIDE - 5', 15' corner lots REAR - 20' TOTAL SITE AREA: 2,132,121t Sr-. (62.1348t ACRES) PROPOSED USE: SINGLE FAMILY HOMES NO. OF LOTS: 14 DIVISION 1 144 DIVISION 2 218 TOTAL EXISTING ZONING: R-5 - North of BE 132nd St. R-8 - South of BE 132nd St. STREET AREA: 1035 AC. (I&B% OF SITE) OPEN SPACE: 16.4 AC. (26.2go OF SITE) Iv= LI 1 A 1 L I'641-` N P a 10001t I .4IPA :o e►' vot + a~ Na�QU: w; Q$ w� W c co iZ v� N m Z Go It N _1 � � Z � o Q �Z) o Zoo .o Q W W^ �\ m :z PC v � � W m �w o W 'bCD U m w o C] Q D z Z O w - cj� 0 0 o Q SHEET OF 1 4 PROJECT NUMBER 941 prelim\preplott ni w lip .SRr. ld TwP PA ni Rr.= s R w M cv 10 II 15 14 N 130.01 130, N a KA N 88.21' 19 "ui 69 65 400.11 62 61 II II 11 i I g 2 O 1 I 4 I I 120o SF. 1225 SF. I I 12-71 SF. I 1251 S.F. 1306 SF. I I 1288SF. s I I 20 52��— -- I I r-- 53 62 61 N I I 63 r,�. I •� �0 I 69 _ — I � � mi I I I I l, �6 45 12 10544 SF.Lu I 13 ,p 1 I L� 8227 5F. I N N I40---- I �� — — — — — — — — o / 8402 SF. I 1 I U L--------J I Q / I I I 7 8 I 18104 SF. / J I / 8141 SF. I I o I 1 1 668o 6F. / 14 i 6402 SF. L--------J I I IOW4SF. I I �0 TRACT A r----J4a---- OPEN SPACE 113803 S.F. 1 I 34 36 60 15 50' AVERAGE BUFFER IUIDTH / SE. 126TH ST. N 88 °21' 19" UJ 321,1g 140 1 63 60 65 I in i—.---- 11207 SF. I I I I LU L----140----- I I 36 " I 3i � I 38 1- — — — — — — — — - I I 8692 SF. i i 1689 SF. I i 8240 SF, i P, ILu o f I I 34 I 10° I J L L-----� I 84045F. I 1 4 I L--_140- O /�------� 60 65 I I � 1914 SF. I 42 82 L---j7a----J �0/�--- -� I-------� r----------� / I I I ( I 0 32 i I 40 39 S 1206 SF. I �a I 1615 SF. I I 6101 SF. L---t2�----J L-------J L-----_- N r---------� 82 82 1 I 20' aCCESS/UTILITY I- O I ESMT. 31 I — — — — — — — — — — I I 1202 SF. I I I L---2C,----J j------� I,-J I---------- I I I I 41 I I 42 9194 SF. I 9844 SF. I I I -1202 SF. I L------I I I 1 L---,7-----J L-------J I 62 I I I `1 0 29 o 1202 SF. L---no-----J I I I I ---------1 ,n - LU I 43 44 N i 28 I 1202 SF. L---,2a----J r--------- I s I I I o 2i I 7202 SF. L--- Iza----J ----------1 I 1 2,'o 7202 SF. L—----J U.! I O 0 N I 25 N I 7202 SF. r 24 1 1202 SF. I L-- --1�----J 1 23 I 1202 5F. L---136----J I 22 I 1 9434 Sr-. I I 9381 SF. _ 1clsk L------I L� O _ 82 10' ACCESS/UTILITY ESMT. L IO' ACCESS/UTILITY ESMT. 82 I I F--------I I FJ I I o I — 1 I 4(0 45 9024 SF, i i 8968 SF. I ----_--� L_—___ I SCALE: 1" = 50' 0 25 50 100 82 10 62 N 88.16'06 ��w 291.86 60 60 60 Co 4 TI 10 --___---I r------� it � II 1I II II I I I I I 4-7 � I 48 � I I I I 4g I 50 t l 51 I I 52 I I I 53 1 SF. I I 1235 SF. I I 1236 SF. I I 14W sF. I I 8115 SF. I I 8843 SF. .J 1218 SF. 1 I I 1------J L----_ I I __ I I / — — — — �� L--10--J 46 60 60 it -1 � � 5� olL f E$ '11 I S / 3 20' aGGE 20 8 -1 e. D,0 I 66 I I 0 I 8260 SF. I r I � \ 1994 SF. I — 2� 18 88 MIN, 25' BUFFER N .. 1 T CT� 54 OPEN SPACE '• 69112 SF. \ 1126 SF. \ I u \ \ I \ I ----122----,I _ r Nr-------- ( �I °N d �'rQ • �Sp C�tz y Qi� Q) O A 14 C cco oo * �r, rvmco 0� M� (D IC 2 W 0 o W Q �� z I~ 0 _ Li c O Vz� •° %_4 ` QZ �w Z N Y qZ) �F- U �l w O Ld LLI U z z O Li SHEET LOF SEE SHEET 3 OF 4 1202 SF. prelim \preplat2 PROJECT NUMBER 941'68 NW 1/4, SEC. 14, TWP. 23 N., RGE. 5 E. , W, M. i MIN. 25' BUFFER TI Tr OPEN SPACE •'• SF. \ r I I o • ---11 3F. 1 � ' I �7 /cli r P r�- 0 / 01 TRACT C OPEN SPACE 69112 SF. B.E. 132NO ST. R-5 ZONING R-8 ZONING 60 60 II I I 12� 120 5701 SF. I I 5'iO1 SF. -----J L-----1 60 60 ----120 ---� I 124 I a0i -� 6001 SF. L—_120----j 1---100--� I I 5001 SF. r---100-- 30' I I 122 I O I 5001 SF. !_ _ —100— — —I Lu 4 Q 121 I O N Z 6001 SF. I l o----120 ----1 O IIS I O • -� 6001 SF. I oI i m I Ili I p 0 O ;:. 1 m..a 4i Ci Nagy � � w o 1Y' z z O > Q W Il SHEET OF �cW] SEE SHEET 4 OF 4 A =* N,cfi wraNww PROJECT NUMBER 94168