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HomeMy WebLinkAboutLUA-96-061 - Maps"_0P9911111 0 O cc O CD Q I— CITY OF RENTON LOT LINE ADJUSTME.-NT SECTION 31 , T.23 N., R95 E., W.M.. «�EXISTING LOTS S88'26'48"E 520.03' rm fy l o lot OLD LOT I ; LINES g.ED TO BE BE - - -50-5 E ISTING �R34NED REMOV 13 HOUSE TO BE A 0 WSW i �� � S88'26'48"E 200.01' I — — Z/ 5125' 5ING BIN 44 91' ING IIISTDNGN 9FBE . ., . 2537 o FENOVED _ m 40' N88.26'48"W 200.01- g w 0 Cl Cc> 0 •�.` i308 18' + s� CONC. NON W/ 3/8TH COPPER PIN SE CORNER SEC. 31-23-5 (PER ROS) 1308.18 ' 1 N88 '26 '48 "W 2616.36 ' ,2,52• a2"W S 1p2 a5 -CITY OF RENTON SURVEY CONTROL MON #225A S. 1/4 CORNER SEC. 31-23-5 (PER ROS) INTERSECTION S.E. 192ND ST CASED MON W/ BRASS CAP W/ CROSS 6 99TH AVE S.E. (PER ROS) s /i W 1n o .0 r00 0 I - V ! (D N88'26'48"W 1047.21' 462.04' 462.04' — AREAS BASIS OF BEARING L 0 T 1 RECW0 OF SURVEY WMM LNQa AWITOR S FILE NO ."Q229" 130689.35 SO FT EQUIPMENT USED 3.00 ACRES TOPCON GTS 3C TOTAL STATION LOT 2 HP-48GX DATA COLLECTOR 29201.48 SO FT _PROCEDURE USED 0.67 ACRES FIELD TRAVERSE 8 ELECTRONIC DATA COLLECTION LOT 3 L!:GEND 109041.44 SO FT 8 MONUMENT FOUND THIS SURVEY 2.50 ACRES a FOUND PROPERTY CORNER AS INDICATED X CMIN LINK OR WIRE FENCE —0— WOOD FENCE -rmrrrrrn BUILDINGS (ROS) RECORD OF SURVEY NO. 9409229002 SURVEYOR'S CERTIFICATE SADLERIBARNARD This map correctly represents a survey made by me or � ASSOC. INCx under my direction in conformance with the requirements of the Survey Recording Act at the request of: GURUDWARA SINGH SABHA S B in May 1996 _.' Jj ( 1949'1� Edward. Barnard P.L.S. 10708 LAND SURVEYING PLANNING & PLATTING 31218 PACIFIC HIGHWAY SOUTH FEDERAL WAY, WASHINGTON 98003 PHONE: (206) 941-1599,927-8884 FAX: (206) 941-0869 S88'26'48"E 527.19' N88.26 - 48 "W 375. 16 ' LUA-96-061—LLA LND-30-0145 s m ti o�2 2 o ,`O GRAPHIC SCALE 1"-60' 0 60 120 180 AUDITOR'S CERTIFICATE. 9Z?.J1AbQa9:....... Filed for record this /A.`.�day of M. i4c#199.7. at;.vyi.M., 4A in Book /J. I.... of SURVEYS at page •Z 7.,i at the request of •04 i • Records r7 • • - tK.NG CaJNTY, WASHINGTON B , • •• • �: ,5212 TALBOT•- RENTON,98328 g� !tJ411109 WA CITY OF RENTON FNO REBAR & CAP / LSO 18094 1 8 nka II: 00 M � m EXISTING FIOl15E +r TO BE 00 U. J REMOVED O 40' SECTION Q S88'26'48"E 520.03' SHED © TO BE REMOVED L(DT Ll N E ADJUSTMENT LUA-96-061-LLA LNO-30-0145 31 , T*23 N., R*5 PROPOSED LOT TO BE 0.08 'S FND REBAR & CAP n 0 LS# 18094 o. 0 LOT "A" i 268932 Sa FT ffTOREPA 6 . 17 ACRES o i UEXISTING LDING BE REMOVED --------------------------------------------------------------------------------- i i 0 ZN0 1308.18' N88'26'48"W 200.01' FNO REBAR & CAP LS# 18926 0 0 0 rn w ca m m 0 M ------------ FND REBAR & CAP LS# 18926 PRIVATE INGRESS -EGRESS & UTILITY EASEMENT RECORDED UNDER A.F.N. 9701060691 IN FAVOR OF LOT 2, CITY OF RENTON SP NO. 068-87 A.F.N. 8806219005. (MARTZ PROPERTY) FND REBAR & CAP LS# 18094 TO BE 0.10 'S & 0.02 'E COMBINED LOT ADDRESS: 5212 TALBOT ROAD SOUTH RENTON, WASHINGTON CONIC. MON W/ 3/8TH COPPER PIN SE CORNER SEC. 31-23-5 (PER ROS) 1308.18' S. 192ND ST. N88 '26 '48'W 2616.36 W 12.52• A2, , S �02'A5 CITY OF RENTON SURVEY CONTROL MON 0225A S. 1/4 CORNER SEC. 31-23-5 (PER ROS) INTERSECTION S.E. !92ND ST CASED MON W/ BRASS CAP W/ CROSS & 99TH AVE S.E. (PER ROS) SURVEYOR'S CERTIFICATE This map correctly represents a survey mace by me or, under my direction in conformance with the requirements of the Survey Recording Act at the request of: _ GURUDWARA SINGH SABHA in May, 1996 -.0 '11,� J Edward L. Barnard P.L.S. 10706 26'48"W 462.04' 11 E., W.M. BASIS OF BEARING RE= OF SURVEY RECORDED UDR AUDITORS FILE NO.9409229002 EQUIPMENT USED TOPCON GTS 3C TOTAL STATION HP-48GX DATA COLLECTOR PROCEDURE USED FIELD TRAVERSE & ELECTRONIC DATA COLLECTION LEGEND fi MONUMENT FOUND THIS SURVEY v SET REBAR & CAP LS# 10708 p FOUND PROPERTY CORNER AS INDICATED X CHAIN LINK OR WIRE FENCE —C3— W000 FENCE ter. BUILDINGS (ROS) RECORD OF SURVEY NO. 9409229002 SADLERIBARNARD �,- & ASSOC. INC. LAND SURVEYING S PLANNING & PLATTING 0 31218 PACIFIC HIGHWAY SOUTH FEDERAL WAY, WASHINGTON 98003 PHONE: (206) 941-1599,927-8884 Exvir�s 04/ 16/97 \ FAX: (206) 941-0869 8'26'48"E 527.19' SURVEYED FOR: GURUWARA SINGH SABA OF WASHINGTON 5212 TALBOT RD . S . RENTON, WA 98328 Plotted: Mon Oct 28 08:43:12 1996 z N88'26'48"W 375.16' GRAPHIC SCALE 1"=60' 0 60 120 180 �9� ,4 i AUDITOR'S CERTIFICATE ........................... Filed for record this ...... day of .......... '19 .... at ..... M ., in Book ........ of SURVEYS at page ........ at the request of — M: Supt. of Records 1/4, of the 1/4, Sec. Twp . N ., R E., W.M. KING COUNTY, WASHINGTON DWG. BY'. E .T.B. DATE: 5/20/96 1 JOB NO.: 96-115 CHKD. BY: E.L.B. I : CALF 1 ,,=60 , I SHEET 2 OF A 9703139009 114 15 b CITY OF RENTON SOT LINE ADJUSTMENTLw<,o6-°6,-LL^ SECS -ION 31, T*23 N., Ri*5 E., W.M. DECLARATION: Know all men by these presents that we, the undersigned owner (s) [and contract purchaser (s)] of the land herein described do hereby make a lot line adjustment and declare this lot line adjustment to be the graphic representation of same, and that said lot line adjustment is made with the free consent and in accordance with the desires of the owner (s) . In witness whereof, we have set our hands and seals. kJ...,t S. �l+rt,.,.44.. Name . Y G�trud wavd. Slr,'� ! c,' e a d� WA ACKNOWLEDGEMENTS STATE OF WASHINGTON COUNTY OF KING On this 10. day of 4WCA .. , 1997. before me, the undersigned, a Notary Public in and for the State of Washington duly commissioned and sworn, personally appeared. KV4eW AN.t ..S., ... S�NCWU . ............................... to me known to be t:)e parties that executed the foregoing instrument, and acknowledged the said uses and purposes therein mentioned Witness my Hand and Official Sea !veto affixed t day and year above written LPPcS ON F'A✓ ARY �, NOTARY PUBLIC in and for the State of Washington �.� to . F'U8�-►�% ;10, Residing in �A/.YtiARf ............... 11 61 / %' My Appointment expires .�!`.g�9p........ APROVALS Examined and Approved this A.. day of %AKR!;r ?.......... 1997 ity of Renton Administrator of Planning/Building/Public Works Dept. /Examined and Approved this /.r day of .1997 (rN King County Assessor _3i.13as- 9.7-1- J*X 9i.G SURVEYOR'S CERTIFICATE This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Survey Recording Act at the request of: GURUDWARA SINGH SABHA in May, 1996 �L dward L. Barnard P.L.S. 10706 EXISTING LEGAL DESCRIPTIONS LOT 1 The West 520 feet of that portion of the North 60 feet of the South 1066 feet of the Southeast quarter of the Southeast quarter of Section 31, Township 23 North, Range 5 East, W.M., in King County, Washington, lying easterly of the easterly margin of County Road No. 80 and the westerly 1047.16 feet of that portion of the North 95 feet of the South 1026 feet of the Southeast quarter of the Southeast quarter of Section 31, Township 23 North, Range 5 East, W.M., in King County, Washington, lying easterly of the easterly margin of County Road No. 80; LOT 2 The North 146 feet of the South 931 feet of the West 240 feet of the Southeast quarter of the Southeast quarter in Section 31. Township 23 North Range 5 East, W.M., in King County, Washington: EXCEPT the West 30 feet for Ccwnty Road; SITUATE in the City of Renton, County of King, State of Washington; EXCEPT the West 10 feet thereof as recorded under King County Recording No. 8711180707; TOGETHER WITH and SUBJECT TO any easements, reservations, or, restrictions of record. LOT 3 LOT 1, RENTON SHORT PLAT No. 068-67, Recording No. 6606219005, said short plat described as follows: The North 236 feet of the South 931 feet of the East 837.16 feet of the West 1077.16 feet of the Southeast quarter of the Southeast quarter of Section 31. Township 23 North, Range 5 East, W.M., in King County, Washington; SUBJECT TO reservations contained in deed executed by Northern Pacific Railroad Company, Et Al, recorded October, 22, 1883 under Auditor's File No. 3247. SADLERIBARNARD & Assoc. INC. LAND SURVEYING PLANNING & PLATTING 31218 PACIFIC HIGHWAY SOUTH FEDERAL WAY, WASHINGTON 98003 PHONE: (206) 941-1599,927-8884 FAX: (206) 941-0869 LEGAL DESCRIPTION LOT "A" The West 520 feet of that portion of the North 60 feet of the South 1066 feet of the Southeast giarter of the Southeast quarter of Section 31, Township 23 North, Range 5 East, W.M., in King County, Washington, lyi(j easterly of the easterly margin of County Road No. 60 and the westerly 1047.16 feet of that portion of the North 95 feet of the South 1026 feet of the Southeast quarter of the Southeast q!iarter of Section 31, Townwip 23 North, Range 5 East, W.M., in King County, Washington, lying easterly of the easterly margin of County Road No. 80; TOGETHER WITH; LOT 1, RENTON SHORT PLAT No. 068-87, Recording No. 8806219005, said short plat described as follows: The North 236 feet of the South 931 feet of the East 837.16 feet of the West 1077.16 feet of the Southeast quarter of the Southeast quarter of Section 31. Township 23 North, Range 5 East, W.M„ in King County, Washington; SUBJECT TO reservations contained in dEcd executed by Northern Pacific Railroad Company, Et Al. recorded October 22, 1883 under Auditor's File No. 3247. TOGETHER WITH the North 146 feet of the South 931 feet of the West 240 feet of the Southeast quarter of the Southeast quarter in Section 31, Township 23 North Range 5 East, W.M., in King County, Washington; EXCEPT the West 30 feet for County Road; SITUATE in the City of Renton, County of King. State of Washington; EXCEPT the West 10 feet thereof as recorded under King County Recording No. 8711180707: TOGETHER WITH and SUBJECT TO any easements, reservations, or restrictions of record. SURVEYED FOR: GURUWARA SINGH SABA OF WASHINGTON 5212 TALBOR FiD . S . RENTON, WA 98328 1 AUDITOR'S CERTIFICATE ........................... Filed for record this ...... day of .......... 19 .... at ..... M ., in Book ........ of SURVEYS at page ........ at the request of >P Mgr. Supt. of Records 1/4, of the 1/4, Sec. Twp . N ., R E ., W .M . KItJG COUNTY, WASHINGTON DNG . BY: E.T.B. DATE: 5/20/96 JOB NO.: 96-115 CHKD . BY: E.L.B. SCALE: 1 "=60 ' SHEET 3 OF 3 All PLANT SCHEDULE .>:ue. \\\CW\\\U\\\\`a\�\.a��\ 4 •• p \ Z� �Q \° .\tea\. a•.a\�,\\. 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SE 211TH < PLC £ ,x TREES Scientific Name Common Name Qty Minimum Size Spacing „„, — — -- M„., — — — Acer circinatum Vine Maple 21 5' ht., 3 stems As shown EXISTING WETLAND BOUNDARY + Acer macrophyllum Big -leaf Maple 30 8' ht., 5 branches As shown PROPERTY LINE p Corylus cornuta Hazelnut 28 5' ht., 3 stems As shown EXISTING CONTOURS "„.....„„..........„... Zoo "...�..„.u.�...�...... (D Crataegus douglasii Douglas Hawthorn 8 5' ht., 3 stems As shown PROPOSED CONTOURS • Fraxinus latifolia Oregon Ash 18 8' ht., 5 branches As shown EXISTING EVERGREEN TREE Malus fusca Western Crabapple 14 5' ht.' 3 strems As shown EXISTING TING DECIDUOUS TREE Picea sitchensis Sitka Spruce 41 5' ht., full & bushy As shown BUFFER SEED MIX (10#/acre) Populus tremuloides Quaking Aspen 27 8' ht., 5 branches As shown Scientific Name Common Name Populus trichocarpa Black Cottonwood 43 three 4' cuttings As shown Achillea millefolium Common Yarrow 5 O+ Pseudotsuga menziesii Douglas Fir 15 12' ht., full & bushy As shown Anaphalis margaritacea Pearly -everlasting 15 + Pseudotsuga menziesii Douglas Fir 47 5' ht., full & bushy As shown Aster chilensis California Aster 15 Salix lasiandra Pacific Willow 4' cuttings 2' o. Epilobium angustifolium Fireweed 15 Thuja plicata Western Red Cedar 25 5' ht., full & bushy As shown Festuca idahoensis Idaho Fescue 50 SHRUBS NOTES _ Scientific Name Common Name Qty Minimum Size Spacing 1. For wetland mitigation area calculations, see Figure 6 in the Wetland Gc Cornus stolonifera Red -osier Dogwood 238 18" ht., 3 stems 3' O.C, Delineation, Mitigation and Restoration Report. a 2. Site plan information was supplied by Sega Engineers and Washington Holodiscus discolor Ocean Spray 160 18" ht., full & bushy 5' O.C. Design Services. Igo (3 3. Topographic information was supplied by Sadler Barnard and Associates. Lonicera involucrata Black Twinberry 253 18" ht., 3 stems 3' O.C. 4. This drawing is an attachment to the Wetland Delineation, Mitigation, and Restoration Report prepared by Talasaea Consultants. Mahonia aquifolium Shining Oregongrape 156 18" ht., 3 stems 3' O.C. 5. See civil plans for site grading and drainage.6. See landscape plans for site landscaping. FN J Physocarpus capitatus Pacific Ninebark 168 18" ht., 3 stems 5' O.C. 7. See architecture plans for building and parking design. 8. See specifications for detail relating to implementation of this plan. �o Rosa pisocarpa Clustered Rose 182 18" ht., 3 stems 3' O.C. 9. The wetland mitigation/restoration methodology contained in the attached Wetland Delineation and cco Mitigation Report shall be followed in the installation of the plantings. Salix scouleriana Scouler Willow 5(0 4' cuttings 2' O.C. 5A Sambucus racemosa Red Elderberry 93 18" ht., 3 stems 5' O.C. Symphoricarpos albus Snowberry 158 18" ht., 3 stems 3' O.C. CD Viburnum edule High -bush Cranberry 125 18" ht., 3 stems 5' O.C. . ,UTHORITY TO VIOLATE OR CANCEL PROVISIONS OF CODES, ORDI- :`,ANCES, OR OTHER REGULAT FORCED BY THIS CITY \ DATE :CIAPPROVED Wf PERMIT i! t1V� CITY ery vry SEP 2 Q 1999 BUILUNG BNISION �I CQ • 1••1 O Q a 0 x Date Scale Designed 50.1-E? Drawn Ly---- Checked 50 Approved Project # TAL 224 Sheet # A I a 5FEC I F I GAT I ON5 PART 1 - GRADING SPECIFICATIONS It is the Contractor's responsibility to "winterize" installed irrigation lines prior to the onset of freezing winter temperatures, Keep plant specimens moist (wetland species saturated) and shaded until the actual time of installation. After planting, GRADING SCHEDULE i summer of 1997. Som e additional removal of fill and was completed n the Preliminary grading of the wetland mitigation area p recontouring will need to occur prior to placement of topsoil and installation of plant material. All existing vegetation within areas to be planted (per the wetland mitigation plan) shall be cleared and grubbed prior to planting. This new grade work shall be completed in the summer months. Seeding of exposed ground shall occur immediately upon grading completion and structure installation. GENERAL SITE CONDITIONS Contractor shall give Talasaea Consultants a minimum of ten (10) days' notice prior to intention to proceed with construction. No construction work shall commence until there is a meeting between the Client, Talasaea Consultants, and participating Landscape Contractor. The approved plans and specifications shall be reviewed to allow parties involved to understand intent and the specific details related to the construction documents, specifications, and site constraints. Locations of existing utilities have been established by field survey or obtained from available records and should be considered approximate only and not necessarily complete. It is the sole responsibility of the Contractor to: (1) to independently verify the accuracy of utility locations and (2) to discover and avoid any other utilities within the mitigation area not shown which may be affected by the implementation of this plan. Such areas are to be clearly marked in the field. Talasaea Consultants to resolve any conflicts with the approved grading plan prior to the start of construction. A copy of the approved plans must be on -site whenever construction is in progress. Construction must be performed in accordance with Agency: standards, codes, permit conditions, and other applicable ordinances and policies. The applicant is responsible for obtaining any other related or required permits prior to the start of construction. A qualified wetland consultant shall be on -site as necessary, to monitor construction and approve minor revisions to the plan. Topographic elevations and existing tree locations represented on this plan are based upon topographic maps supplied by the project surveyor. Final elevations may vary depending on site -specific conditions. It is the responsibility of the Contractor to verify pre -construction topographic elevations and tree locations for accuracy prior to grading. Contractor to notify Talasaea Consultants immediately if any modifications to the plans may be necessary due to inaccuracies of original survey. STAKE LIMITS OF CLEARING Talasaea Consultants shall stake clearing limits prior to any vegetation removal. Contractor shall be responsible for avoiding disturbance to existing vegetation located outside the clearing limits. No removal of any vegetation shall occur without prior approval by Talasaea Consultants. EROSION CONTROL MEASURES Contractor shall install erosion control measures (silt fencing, strawbales, etc.) downslope of the clearing limits within the sensitive areas and sensitive area buffers on the project site prior to any construction activity, as directed by Talasaea. Contractor shall maintain erosion control facilities until completion of construction. Talasaea Consultants to verify locations of erosion control measures prior to site grading. Site areas exposed during grading and construction must be covered with straw (maximum depth of straw to be 3"), erosion control netting, plastic sheeting, or permanent erosion control within 48 hours of disturbance on slopes steeper than 33 percent (3:1). Contractor shall maintain erosion control measures during implementation of the mitigation plan. These measures shall remain in place until authorization is given by Talasaea Consultants for removal or location adjustment. As construction progresses and seasonal conditions dictate, erosion control facilities shall be maintained and/or altered as required by Talasaea Consultants to ensure continued erosion/sedimentation control. Where possible, natural ground cover vegetation shall be maintained for silt control. CONSTRUCTION ACCESS One or more construction access pads may be required. Contractor and Talasaea Consultants shall determine proper access and construction of access(es) into mitigation area. The pad(s) shall remain in place until construction is complete. Construction access(es) shall be located inside the grading limits. Contractor to remove construction access(es) upon completion of earthwork, prior to planting. CLEAR AND GRUB Contractor shall clear and grub areas all areas to be planted. Cleared and grubbed vegetation shall be exported from the site. Particular care must be given to ensure complete removal of tops and roots of reed canarygrass plants and any other invasive/exotic plant species. Invasive/exotic plant species to be removed and treated in the mitigation and buffer areas are: Scot's broom, Himalayan and evergreen blackberry, reed canarygrass, purple loosestrife, morning glory, Japanese knotweed, thistle, English ivy, and creeping nightshade. Talasaea Consultants to designate any additional plant species to be removed/treated prior to construction SURVEY/STAKE/FLAG PROPOSED GRADES Talasaea Consultants shall stake proposed grades upon completion of clearing and shall monitor during construction. EXCAVATE Grade mitigation area and corresponding buffer per civil and environmental grading plans. Talasaea Consultants to make minor field adjustments to environmental grading plan, as necessary, to ensure proper function of mitigation area. In the created wetland and graded buffer areas, over -excavate 6" below finished elevation shown on plans for later placement of 6" of imported topsoil, Cedar Grove or equivalent. Excavated soils shall be exported off site if not adequate for use in fill areas on the site. PLACE TOPSOIL/COMPOST Talasaea Consultants to approve subgrade earthwork in the mitigation and buffer areas prior to placement of topsoil. In all mitigation and buffer areas to be planted, place 6" of imported topsoil over subgrade. Till topsoil into subgrade a minimum of 6" to form 12" of planting medium. Compact topsoil by running a tractor up the side slopes to notch the soil to prevent rilling. IRRIGATION A temporary aboveground irrigation system shall be designed and installed by Contractor upon completion of finish grading and prior toinstallation of plantings within the mitigation and buffer areas. Temporary ryirrigation system will be tied into site system. All planted areas shall receive full irrigation coverage, except for ponded areas in the enhanced and created wetlands. It is the Contractor's responsibility to ensure proper function and connection of the irrigation systems located within the mitigation area on the project site. Water and electricity for the system shall be provided by Client. Contractor shall provide meter and hook-up to water and electrical source. Irrigation is required within the mitigation area for at least two growing seasons following planting to ensure adequate establishment of plant material. B $ B TREE DET,41 LS (t, SET TREE STRAIGHT . ROOTBALL ON 50LID OR ON COMPACTED E BAGKFILL PLANTING FULL WITH NATIVE SC SOIL TO STABILIZE ROOTBALL. GUT AWi STRING, AND BURLAF BAGKFILL REMAINING PLANTING HOLE PER SPECIFICATIONS. AN BAGKFILL AS NOTED INSTALLATION NOTES ROOT BALL DIAMETER 2"x2" HEMLOGK/FIR STAKES, LOCATED OUTSIDE OF ROOTBALL FASTEN w/14 GAUGE GALV. HIRE AND 1/2" NEW VINYL HOSING. STAKE WITH NO EXPOSED WIRE ENDS. NEITHER STAKE OR WIRE MAY TOUGH TREE TRUNK. STAKE HEIGHT MUST BE AT LEAST 5' FROM FINISHED GRADE. PLACE 3" OF BARK MULCH IN \ 5AUGER TO WITHIN 3" OF THE TRUNK. REMOVE CONTAINER OR PULL BAGK TOP PORTION OF BURLAP\ FROM ROOTBALL PRIOR TO PLACEMENT IN PLANTING PIT. FORM 5" HT. HATER DAM AROUND TREE HITH SOIL To HOLD WATER. FINISH GRADE, SCARIFY SIDES OF PLANTING HOLE. MAKE SURE HOLE HAS GOOD DRAINAGE. EXISTING NATIVE SOIL OR NEWLY PLACED TOPSOIL. sometime in the late fall. It is the Contractor's responsibility to maintain the irrigation system for the duration of the two -years in which it is required. At the end of the two-year period, and if plant establishment is successful, the contractor shall disassemble the irrigation system from within the mitigation area. HYDROSEED Uontractor shall hydroseed and/or handseed and water thoroughly all exposed soils with the seed mixes specified in the Plant Schedule following irrigation installation and again following plant installation. Seeds for mixes shall have been harvested a maximum of one year prior to date of seed application. If seeding occurs after August 31st, Contractor shall lay a 3" layer of sterile straw mulch over exposed ground upon completion of seeding to prevent erosion. PART 2 - CONSTRUCTION INSPECTION POST GRADING EVALUATION Talasaea Consultants shall approve grading work, structure installation, and seeding prior to plant installation to confirm that the mitigation plans were properly implemented. If items are to be corrected, a punch list shall be prepared by Talasaea Consultants and submitted to the Contractor for completion. After punch list items have been completed, the project shall be reviewed by Talasaea Consultants for final internal acceptance of grading plan implementation. Contractor shall ensure that adjacent roads are maintained and clear of dirt and/or other debris at all times during construction. Contractor shall comply with City codes regarding street maintenance/cleaning during construction. Any changes or modifications to this plan must receive prior approval from Talasaea Consultants. PART 3 - PLANTING SPECIFICATIONS GENERAL CONDITIONS In the mitigation area, the Contractor shall remove weedy or exotic invasive species (e.g.; Scot's broom, Himalayan and evergreen blackberry, reed canarygrass, purple loosestrife, morning glory, Japanese knotweed, English ivy, thistle, and creeping nightshade) by manual or chemical means (approved by the Agencies) prior to plant installation. Contractor shall verify plant installation conditions within the mitigation and buffer areas. Any unsatisfactory conditions shall be corrected prior to start of work. When conditions detrimental to plant growth are encountered, such as rubble fill, adverse drainage conditions, or obstructions, notify Talasaea Consultants prior to planting. Beginning of work constitutes acceptance of conditions as satisfactory. LOCATE/STAKE/VERIFY PLANTING AREAS Contractor shall field locate, stake, and verify planting areas and configurations prior to planting. Talasaea Consultants shall review and approve locations prior to planting. Stake the proposed location of trees and shrubs with an approved coding system. For large groupings of a single species of shrub, Contractor may stake the boundaries. Talasaea Consultants shall review and approve locations prior to planting. APPROVE PLANTING LOCATIONS AND SPACING Planting locations shown on planting plans are approximate, based on anticipated site conditions. Actual planting locations may vary from those shown due to final site conditions and locations of existing vegetation. Nevertheless, any variations from the planting plan require prior approval by Talasaea Consultants. Plant spacing for species listed is to be random (naturalistic), and not in a regular grid pattern. On -center spacing called out on plant list indicates an average spacing dimension. For example, when the plan calls for 24" O.C., spacing shall vary from 18"-30" O.C., with an average spacing of 24 inches. Talasaea Consultants to review planting locations and spacing prior to plant installation. PART 4 - PLANT MATERIAL STANDARDS PLANT MATERIALS Plant material shall be examined by the Ecologist prior to planting. Any material not meeting the required specifications shall be immediately removed from the site and replaced with like material that meets the requirements. Plant material shall meet the requirements of State and Federal laws with respect to inspection for plant disease and infestations. Inspection certificates required by law shall accompany each shipment and shall be submitted to the Ecologist. Any substitution of materials shall be approved by the Ecologist prior to ordering materials. Plant materials shall be locally grown (western WA, western OR, or western BC), healthy, bushy, in vigorous growing condition, and be guaranteed true to size, name, and variety. If replacement of plant material is necessary, due to construction damage or plant failure within one year of installation, size and quality shall be equal to existing plants, or as indicated on the plans. Plants shall be nursery grown, freshly dug (or well -rooted if balled and burlapped), of normal growth and habit, and free from disease or infestation. Talasaea Consultants reserves the right to require replacement or substitution of any plants deemed unsuitable. Trees to have uniform branching, single straight trunks, (unless specified as multi -stem) and the central leader intact and undamaged. Balled and burlapped stock shall have been root -pruned at least once in the last three years. Container stock shall be fully rooted but not root -bound. Plant material with damaged root zones or broken root balls will not be accepted. Coniferous trees to be nursery grown with uniform branching and a natural non -sheared form. Original central leader must be healthy and undamaged. Maximum gap between branching not to exceed 9", length of top leader not to exceed 12". Shrubs shall have a minimum of three stems and be a minimum height of 24 inches. Native plant cuttings shall be grown and collected in the maritime Pacific Northwest. Cuttings shall be of one- to two -year -old wood, 112" dia. minimum. Cuttings shall be a minimum of 4' in length with 4 lateral buds exposed above ground after planting. The top of each cutting shall be a minimum of 1" above a leaf bud, the bottom cut 2" below a bud. The basal ends of the cuttings shall be cut at a 45 degree angle and marked clearly so that the rooting end is planted in the topsoil. Cuttings must be kept covered and moist during storage and transport, and no cuttings shall be stored more than three days from date of cutting. Cuttings shall only be used if planting occurs between December 1st and April 1st. For planting between April 1 st and December 1 st, use rooted cuttings or saplings. Within 30 days of award of the landscape contract, Contractor shall submit documentation that specified plant materials have been ordered and secured. A list of supplier names, addresses, phone numbers and the storage/growing location of the materials shall be submitted to Talasaea Consultants. VERIFY NURSERY STOCK CONDITION Talasaea Consultants to inspect plant material at the job site, including previously tagged trees, for compliance with requirements for plant size and quality prior to planting. This includes but is not limited to size and condition of rootballs, rootsystems, insects, latent injuries and defects. Trees must be untied and separated for inspections. Talasaea Consultants reserves the right to refuse any/all plant material that does not meet the requirements of the drawings and specifications at any time prior to final acceptance. Rejected material shall be immediately removed from project site. VERIFY STORAGE SITE AND METHOD Store plants in the manner necessary to accommodate their horticultural requirements. Protect plant material stored on -site from weather damage, construction activity and the public. Balled and burlapped material which cannot be installed immediately shall be "heeled -in" to keep from drying out prior to planting. Protect rootballs by covering with moist soil, mulch or sawdust. Water as required to keep rootballs moist. > DEG 1 iUUaUS { 1 V of �� o<> d SET TREE STRAIGHT AND PLACE ROOTBALL ON SOLID GROUND OR ON COMPACTED BAGKFILL. BAGKFILL PLANTING HOLE 1/2 FULL HITH NATIVE SOIL, TAMP 501L TO STABILIZE ROOTBALL. GUT AWAY WIRE, STRING, AND BURLAP. BAGKFILL REMAINING PLANTING HOLE PER SPEGIFIGATION5. AMEND BAGKFILL AS NOTED IN THE INSTALLATION NOTES. V 3 TIMES ROOT BALL DIAMETER N.T.5. MULCH 24" Dli ROOT BALL DIAMETER immediately saturate the soils in the planting area to prevent capillary stress SUBSTITUTIONS Substitutions of plant species or sizes may be permitted based on plant availability, but only with written approval by Talasaea Consultants and the Agencies. Bareroot stock of equal size to specified container orplantingsB&B can be substituted for deciduous container or B&B plantings when available, but only with prior approval by Talasaea Consultants. Evergreen plant material shall be container or B&B. PART 5 - PLANT INSTALLATION SOIL PREPARATION/AMENDMENTS Prior to installation of plantings, ensure complete removal or non-native fill material used for the temporary construction access(es). Trees and shrubs shall be pit planted as shown in details. Include in the planting backfill a soil moisture retention agent (polymer) per manufacturer's specification (see General Planting Installation Notes). In high rodent use areas, Contractor shall install a tree guard made of 4" diameter slit corrugated black plastic pipe to prevent rodent damage at the base of planted trees and shrubs. Guard to be anchored 2" into the soil and shall be not less than 8" above ground. SOIL MOISTURE RETENTION AGENT Add SoilMoist, or equivalent, to the topsoil backfill of all planting pits. Follow manufacturer specifications for directions for use and application rates. FERTILIZER Fertilize woody plantings with a slow -release (8-month), high nitrogen granular fertilizer (21-3-7), with application rates as specified by manufacturer. Apply fertilizer after planting pit is backfilled, and prior to application of mulch. Do not apply fertilizer between November and March. MULCH A 3" layer of wood chip mulch shall be placed around the base of new tree (36" dia. ring) and shrub plantings (24" dia. ring) for erosion, weed control, and moisture retention. Mulch shall be obtained from ground up slash on -site, if available. STAKING Trees shall be staked with at least one stake, 3/4 the height of the tree. Contractor shall remove stakes at the end of the one-year guarantee period. RESEED DISTURBED AREAS Contractor shall hydroseed or hand seed and thoroughly water exposed soils with the seed mixes specified in the Plant Schedule following irrigation installation and again following plant installation to all exposed ground surfaces. RESTORE EXISTING NATURAL OR LANDSCAPED AREAS Existing natural or landscaped areas that are damaged during construction shall be restored to their original condition, unless improvements or modifications are specified for those areas. Contractor shall exercise care to protect from injury to trunk, roots, or branches, of any trees or shrubs that are to remain. Any living woody plant that is damaged during construction shall be treated immediately. "Wound shaping" treatment shall be used for scuffed tree bark and for broken branches. Notify Talasaea Consultants and prune wounded portions of plant immediately after damage occurs. Water plants thoroughly and undertake any additional measures to aid in plant survivability. CLEAN-UP Contractor shall be responsible for the removal of construction materials and debris on the site following installation of plant materials and fence construction. PART 6: WARRANTY This warranty shall include replacement of plants (same size and species shown on the drawings) that prove either to be mislocated or unsuitable as to plant material standards. Except for loss due to excessively severe climatological conditions (substantiated by 10-year recorded weather charts), installed plant materials are required to be guaranteed for one year against defects and unsatisfactory growth, except for cases of neglect by Owner or abuse/damage by others. Plants replaced shall be reinitiated under plant guarantee conditions. Any changes or modifications to this plan must receive prior approval from Talasaea Consultants. PART 7: SITE SPECIFIC CONDITIONS During construction, the Contractor must use materials and construction methods that prevent toxic material and other pollutants from entering the wetland and buffer areas. Preventative measures shall be used to protect existing storm drainage systems, existing utilities, and roads. PART 8: FINAL ACCEPTANCE Upon completion of the planting, the Contractor shall provide Talasaea Consultants with a set of clearly marked prints designating the actual locations of plantings within the mitigation area. Contractor shall keep a complete set of prints at the job site during construction for the purpose of "red -lining" changes or modifications to the approved plans and shall update said information on a daily basis. Talasaea Consultants shall approve planting locations. If items are to be corrected, a punch list shall be prepared by Talasaea Consultants and submitted to the Contractor for completion. After punch list items have been completed, the project shall be reviewed by Talasaea Consultants for final acceptance of plan implementation. The date of final acceptance shall constitute the beginning of the one-year guarantee period. PART 9: MAINTENANCE AND MONITORING Contractor shall review landscape maintenance recommendations with a qualified wetland biologist from Talasaea Consultants who is familiar with the stated goals and objectives of the mitigation plan. Contractor shall maintain trees and shrubs, as needed, to maintain healthy growth and habitat diversity, including; tighten and repair tree stakes, reset plants to proper grades and upright positions and correct drainage problems as required. Contractor shall be responsible for watering plants immediately upon installation, and again over the entire planting area upon completion of landscape installation. Irrigation is required within the wetland mitigation area for at least two growing seasons following planting to ensure adequate establishment. Contractor shall correct erosion and drainage problems as required. Contractor shall remove silt fencing one year after the Agencies have approved the mitigation construction, and restore the area by handseeding, if needed. Upon completion of planting, an inspection by Talasaea Consultants shall be conducted to confirm that the mitigation plan was properly implemented. If items are to be corrected, a punch list shall be prepared by Talasaea Consultants and submitted to the Agencies. Upon completion of the punch list items, the project shall be reviewed by the Agencies for final acceptance of plan implementation. SET SHRUB STRAIGHT AND PLACE ROOTBALL ON SOLID GROUND OR ON COMPACTED BAGKFILL. BAGKFILL PLANTING HOLE 1/2 FULL WITH NATIVE SOIL, TAMP SOIL TO STABILIZE ROOTBALL. DO NOT DISTURB ROOTBALL. BAGKFILL REMAINING PLANTING HOLE PER SPECIFICATIONS. AMEND BAGKFILL AS NOTED IN THE INSTALLATION NOTES. FINISH GRADE. SCARIFY SIDES OF PLANTING HOLE. MAKE SURE HOLE HAS GOOD DRAINAGE. EXISTING NATIVE SOIL CU771N PLAN71N r:)ETAIL USE A 24" STEEL BAR OR MARLIN SPIKE AT LEAST 1/2" DIA. AS A PILOT WHEN PLANTING GUTTING5 INSERT SPIKE TO A MIN. OF 15". INSERT GUTTING AND TAMP SOIL AROUND BASE. INSERT CUTTINGS MANUALLY INTO PILOT HOLE TO A DEPTH F AT LEAST 0", LEAVE A --- 1 MIN. OF 50" OF GUTTING I ABOVE GROUND SURFACE TO ALLOW FOR SUCCESSFUL SPROUTING OF LEAVES. 5,4RE-RO07 PLANTINO DE7,41L N.- MULGI- 24" F, (tL4P.) NOTES: I. CUTTINGS SHALL BE SPECIES AS NOTED. 2. CUTTINGS SHALL BE AT LEAST I/2" DIA. AND 4' (min.) IN LENGTH. 5. GUTTINGS MUST BE ALIVE WITH 51DE BRANGHES GLEARLY REMOVED AND BARK INTACT. 4. CUTTINGS SHALL BE PLANTED WITHIN 24 HOURS OF GUTTING. THE BUTT ENDS SHOULD BE GLEANLY GUT AT AN ANGLE FOR EASY INSERTION INTO THE SOIL. THE TOP SHOULD BE GUT SQUARE OR BLUNT. 5. CUTTINGS MUST BE FRESH AND KEPT MOIST AFTER GUTTING. THEY SHOULD BE PRUNED AND INSTALLED THE SAME DAY. 6. DIP BOTTOM OF GUTTING IN A PLANT ROOTING HORMONE PRIOR TO INSERTION INTO THE SOIL. BAGKFILL PLANTING HOLE 1/2 FULL WITH NATIVE SOIL, LIGHTLY COMPACT SOIL AROUND ROOTS AND ALLOW WATER TO SETTLE. DO NOT LEAVE AIR POCKETS. BAGKFILL REMAINING PLANTING HOLE PER SPEGIFIGATIONS. AMEND BAGKFILL AS NOTED IN THE INSTALLATION NOTES. FINISH GRADE. SCARIFY SIDES OF PLANTING HOLE. MAKE SURE HOLE HAS GOOD DRAINAGE. FOR BARE ROOT PLANTING ON SLOPES, INSTALL PLANT UPRIGHT ON LEVEL SOIL TO ASSURE COVER OF ROOTS ON DOWNHILL SIDE OF PLANT. GOMPAGT SOIL UNDER ROOT MASS EXISTING NATIVE SOIL. 6ENERAL PLAN71 N6 NOTr:s I. PLANT TREE 6/OR SHRUB 112" HIGHER 6. FERTILIZE ALL TREES AND SHRUBS THAN DEPTH GROWN AT NURSERY. WITH AN APPROVED SLOW RELEASE 2. FOR CONTAINER TREES 4/OR SHRUBS, FERTILIZER APPLIED AT 5GORE FOUR SIDES OF ROOTBALL MANUFACTURER'S SUGGESTSED RATES. PRIOR TO PLANTING, BUTTERFLY -7. ALL PLANTING HOLES SHALL BE ROOTBALL IF ROOT CIRCLING IS AMENDED WITH A SOIL MOISTURE EVIDENT. RETENTION AGENT TO A5515T IN 3. AFTER PLANTING, STAKE TREES ONLY KEEPING THE SOIL MOIST DURING THE IF NECESSARY (leaning or drooping) DRY SEASON. OR IN EXPOSED AREAS. 4. TREE STAKES TO BE VERTICAL, PARALLEL, EVEN TOPPED, UNSGARRED AND DRIVEN INTO UNDISTURBED SUBGRADE. REMOVE AFTER ONE YEAR. 5. WATER IMMEDIATELY AND THOROUGHLY, GREATER AT FIRST, 2 or 3 TIMES PER WEEK THROUGH THE DRY SEASON, THEN LE55 UNTIL ESTABLISHED. Ily 1 SEP201999 NOTr=s I. TOPOCRAPHIG SURVEY PREPARED BY SEGA EN5INEER5, STRUGTURAL a GIVIL GONSULTING ENGINEERS, 22g28 S.E. 312th STREET, <ENT, HA5HIN6T0N G8042. 2. HETLAND BOUNDARIES DELINEATED BY TALASAEA GONSULTANT5 IN FEBRUARY laci6. 5. SITE UTILITIES INGLUDING STORM, 5EHAR, AND HATER HAS PREPARED BY SEGA ENGINEERS. © Copyright — Talasaea Consultants Z OZ v� OL w0 [L zn � O�O zZ tu � z�z W J � W N c� Date `1-15-`la Scale Designed AO, 50 Drawn AO Checked SO Approved BS Project # TAL 224 Sheet # / 2 •O x a C w cD CITY OF RENTON LOT SECT�ON 31, T.23 F Y 1� T I N r-, LINE ADJUSTMENT N., R95 f)T:� E., W.M. LUA-96-061-LLA LND-30-0145 Cuq&--tO N I 0 ca v in H O CL W cc W a m I " CD o o 0 z rn I C TY OF RENT01 �In FND REBAR & CAP / LS#E 18094 Ica W M EXISTING 0 " HOUSE 0* TO BE 00 � in REMOVED o M C*ECTiON S88'26'48"E 520.03' SHED F2 TO BE REMOVED LOT LiNE ADJUSTMENT 31 , T-023 N., R.5 PROPOSED LOT TO BE 0.08 'S 0 m FND REBAR & CAP co Ln o LSO 18094 0 o- E., W.M. S88'26'48"E 527.19' LOT "A" 266932 SO FT 6.17 ACRES o i ffTOPEMA EXISTINGBUILDINGRREMOVED Cu ---------------------------- ------------------------ m �p N88'26'48"W 200.01' ---- -------- FND REBARR&CAP ------------- - - - - -- -------------------------------- ---- FND REBAR CAP o LS#E 18926 PRIVATE INGRESS -EGRESS & UTILITY EASEMENT __ 00 LS#E 18926 RECORDED UNDER A.F.N. '1701060691 IN FAVOR En OF LOT 2, CITY OF RENT�)N SP NO. 068-87 A.F.N. 8806219005. (MARTZ PROPERTY) w cn m m 0 N88'26'48"W 462.04' — FND REBAR & CAP LS#E 18094 TO BE O AO 'S & 0.02 'E o� 00 o g.4 1308.18 ' COMBINED LOT ADDRESS: 5212 TALBOT ROAD SOUTH RENTON, WASHINGTON CONC. MON W/ 3/8TH COPPER PIN SE CORNER SEC. 31-23-5 (PER ROS) 1308.18_�� S. 19 2 N D S T. A N88'26'48'w 2616.36' yr 5,2.5 102 A5 CITY OF RENTON SURVEY S. 1/4 CORNER SEC. 31-23-5 (PER ROS) CONTROL MON aM ST CASED MON W/ BRASS CAP W/ CROSS INTERSECTION S..E.E. 6 99TH AVE S.E. (PERERROS) SURVEYOR'S CERTIFICATE This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Survey Recording Act at the request of: GURUDWARA SINGH SABHA r in May, 1996 Edward L. Barnard P .L .S . 10708 SADLERIBARNARD &ASSOC. INC. SB LAND SURVEYING PLANNING & PLATTING 31218 PACIFIC HIGHWAY SOUTH FEDERAL WAY, WASHINGTON 98003 I PHONE: (206) 941-1599,927-8884 FAX: (206) 941-0869 BASIS OF BEARING RECQFD OF SURVEY RECORDED UNDER AUDITOR 5 FILE NO.9409229002 EQUIPMENT USED TOPCON GTS 3C TOTAL STATION HP-48GX DATA COLLECTOR PROCEDURE USED FIELD TRAVERSE & ELECTRONIC DATA COLLECTION LEGEND 9 MONUMENT FOUND THIS SURVEY 0 SET REBAR & CAP LS# 10708 FOUND PROPERTY CORNER AS INDICATED X CHAIN LINK OR WIRE FENCE —o WOOD FENCE n BUILDINGS (ROS) RECORD OF SURVEY NO. 9409229002 1 1070 otvims 04/ 16/97 SURVEYED FOR: GURUWARA SINGH SABA OF WASHINGTON 5212 TALBOT RD. S. RENTON, WA 98328 Plotted: Mon Oct 28 08:43:12 19% N88'26'48"W 375.16' LUA-96-061-LLA LND-30-0145 N co 0 (n GRAPHIC SCALE 1"=60' 0 60 120 180 AUDITOR'S CERTIFICATE ........................... Filed for recc-d this ...... day of .......... 19 .... at .....M ., in Book ........ of SURVEYS at page ........ at the request of Mgr. Supt. of Records 1/4, of the 1/4, Sec. Two. N ., R E ., W.M. KING COUNTY, WASHINGTON DWG. BY: E.T.B. DATE: 5/20/96 1 JOB NO.: 96-115 CHKD. BY: E.L.B. I SCALE: 1 =60 ' I SHEET 2 OF 3 C� TY OF RENTON LOT LICE ADJUSTMENT ��^306-°61-LL^ SEC*.4**'T10N 31 , T023 N., R-05 E., W.M. DECLARATION: Know all men by these presents that we, the undersigned owner (s) [and contract purchaser (s)] of the land herein described do hereby make a lot line adjustment and declare this lot line adjustment to be the graphic representation of same, and that said lot line adjustment is made with the free consent and in accordance with the desires of the owner (s). In witness whereof, we have set our hands and seals. kj,.,.a S. &./J. . .. ....... Name .Y Gurud waves S�nyl.� Setl,ho� WA .... .......Na,m . y .:.... Name Name' ACKNOWLEDGEMENTS STATE OF WASHINGTON COUNTY OF KING On this 10. day of 1997, before me, the undersigned, a Notary Public in and for the State of Washington duly commissioned and sworn, personally appeared ..KV.Z-W i4h%t .. c5., ... &A -NO ............................... to me known to be the parties that executed the foregoing instrument, and acknowledged the said uses and purposes therein mentioned Witness m Hand and Official Sea, `-reto aff.iAca ` y d t a day and year above written ....... 6 Z-1-we- ARy NOTARY PUBLIC in and for the State of Washington Residing in Sot" )i*7?1� ............... '; ?= �19�0+w, J`�= My Appointment expires ... .. �9,p.......... APROVALS Examined and Approved this day of AIRR:';�4......... 1997 `o . �� .. GfCity of Renton Administrator of Planning/Building/Public Works Dept. Examined and Approved this ...... day of ..................... .1997 .......................................... King County Assessor SURVEYOR'S CERTIFICATE This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Survey Recording Act at the request of: GURUDWARA SINGH SABHA in1996 -dward L. Barnard P.L.S. 10708 EXISTING LEGAL DESCRIPTIONS LOT 1 The West 520 feet of that portion of the North 60 feet of the South 1086 feet of the Southeast quarter of the Southeast quarter of Section 31, Township 23 North, Range 5 East, W.M., in King County, Washington, lying easterly of the easterly margin of County Road No. 80 and the westerly 1047.16 feet of that portion of the North 95 feet of the South 1026 feet of the Southeast quarter of the Southeast quarter of Section 31, Township 23 North, Range 5 East, W.M., in King County, Washington, lying easterly of the easterly margin of County Road No. 80: LOT 2 The North 146 feet of the South 931 feet of the West 240 feet of the Southeast quarter of the Southeast quarter in Section 31. Township 23 North Range 5 East, W.M., in King County, Washington; EXCEPT the West 30 feet for County Road; SITUATE in the City of Renton, County of King, State of Washington; EXCEPT the West 10 feet thereof as recorded under King County Recording No. 8711180707: TOGETHER WITH and SUBJECT TO any easements, reservations, or restrictions of record. LOT 3 LOT 1, RENTON SHORT PLAT No. 068-87, Recording No. 8806219005, said short plat described as follows: The North 236 feet of the South 931 feet of the East 837.16 feet of the West 1077.16 feet of the Southeast quarter of the Southeast quarter of Section 31. Township 23 North, Range 5 East, W.M., in King County, Washington: SUBJECT TO reservations contained in deed executed by Northern Pacific Railroad Company, Et Al, recorded October 22, 1883 under Auditor's File No. 3247. SADLERIBARNARD. 4�s &ASSOC. INC. S LAND SURVEYING i PLANNING & PLATTING so�o 31218 PACIFIC HIGHWAY SOUTH FEDERAL WAY, WASHINGTON 98003 PHONE: (206) 941-1599,927-8884 Expims 04/16/97 \ \ FAX: (206) 941-0869 LEGAL DESCRIPTION LOT "A" The West 520 feet of that portion of the North 60 feet of the South 1086 feet of the Southeast quarter of the Southeast quarter of Section 31, Township 23 North, Range 5 East, W.M., in King County, Washington, lying easterly of the easterly margin of County Road No. 80 and the westerly. 1047.16 feet of that portion of the North 95 feet of the South 1026 feet of the Southeast quarter of the Southeast quarter of Section 31, Township 23 North, Range 5 East, W.M., in King County, Washington, lying easterly of the easterly margin of County Road No. 80: TOGETHER WITH; LOT 1, RENTON SHORT PLAT No. 068-87, Recording No. 8806219005, said short plat described as follows: The North 236 feet of the South 931 feet of the East 837.16 feet of the West 1077.16 feet of the Southeast quarter of the Southeast quarter of Section 31, Township 23 North, Range 5 East, W.M., in King County, Washington; SUBJECT TO reservations contained in deed executed by Northern Pacific Railroad Company, Et Al, recorded October 22, 1883 under Auditor's File No. 3247. TOGETHER WITH the North 146 feet of the South 931 feet of the West 240 feet of the Southeast quarter of the Southeast quarter in Section 31, Township 23 North Range 5 East, W.M., in King County, Washington; EXCEPT the West 30 feet for County Road; SITUATE in the City of Renton, County of King, State of Washington; EXCEPT the West 10 feet thereof as recorded under King County Recording No. 8711180707, TOGETHER WITH and SUBJECT TO any easements, reservations, or restrictions of record. SURVEYED FOR: GURUWARA SINGH SABA OF WASHINGTON 5212 TALBOR RD. S. RENTON, WA 98328 AUDITOR'S CERTIFICATE ........................... Filed for record this ...... day of .......... 19.... at .....M., in Book ........ of SURVEYS at page ........ at the request of Mgr. Supt. of Records 1/4, of the 1/4, Sec. Twp . N ., R E ., W.M. KING COUNTY, WASHINGTON DWG. BY: E.T.B. DATE: 5/20/96 1 JOB NO.: 96-115 CHKD. BY: E.L.B. SCALE: 1..60' SHEET 3 OF 3 Cu-96-" i 03UM4IT PARK VICINITY MAP 5GALE: I" = 2000' \ f ^ ` - _ — 100 op 74 1 i ,�� WETLAND A .ry .I � I � � 1 7 •• I ;y J� � „� _ r I 1) R Z rml. <L3Rrl I S SE X LOTH S7 " S' $E 180TH TH SE 1 <' ST > i <' a [ ^ 32 SE sE 184TH sr J 1 TH N = _ Y 0M PE < ST 86TN SE 186TH ST c = x 5 JWTH ST 5_IL7TH ST I 0 z I'si ti < x uvH t� bl SE 188TH < T S 190TH ST SE IBM $T _ a"' om — — < O m 1+GTH 1 R i TH R $r < �- T aoTH R SE 192N0`-- ST Lu SW 194TH ST .k 1941tl ' ' < SE H ►li< r• S 196TH ----ST _ T s, 1 TH St N r S 198TH ST 7H T „' SE S 19p" ST N(--T—� s,A,r SE If1l.TH Sr = ON 199TH ua TOOTH ST �I .I �I %-`^-� 5 - SE ST 200TH ST = TH - = 1 it I B 5 ,. SE P DTH ST a w r SE ?0'.S r T S iZ02N0 5T ` -- � a -� � � -� <' _ 1 203R0 ST o a c PAN SE 203RD may} SE H r� $E2W i`204 $ 206•' s ts _ �^ < [ _��4tj& i_--' T`' MTN ` fi , •F i` s TH S Q -i p Eo2O7TH ST— p TM �tN aArt£ CEt7fER 1SGyH ;i s, nH d 5WTI SE 5 �nr,►+ s<M w nr S zo9THrN LS_209T T , n6TH ST c� r 101300 if i ST ;_ < ' S M _ S < �. E S[ TH " SE p < TH 210TH� S1- : f 5 ocr a SE OtH� PE SE 211TH ST - -_ r [" SE 210TH PL SE 21 n 5 212TH S I;x? SE z1tTH ST f IQ > �— — — VA )SID C 7I,V T • • ! fI CANDIDATE L 15T OF PLANT 5FECIE5 I 4 I - 4, '; i i DECIDUOUS TREES GROUNDCOVERS Scientific Scientific Name Common Name WL Status I �D� J ( • c Name Common Name WL Status `` 1 • Acer circinatum Vine Maple FAC- ' YrLady-fern., \ Ath ium filix-femina FAC Acermacrophyllum Big -leaf Maple FACU ; Gaultherra shallop Salal FACU Heracleum lanatum Cow Parsnip FAC+ 1 1 1 • Betula papyrifera Paper Birch FAC \ p BU FER ; rl r 1 �` I • Coryluscornuta Hazelnut FACU �' E ' 1� 1 ' = � � f PvpuJers trichor��rrpa Black Cottonwood FAC Pvl stichum munitum Sword Fern FACU I • P}rusfusca Western Crabapple FACW EMERGENT PLANTINGS t/ Scientific Name Common Name WL Status f EVERGREEN TREES a ' ', , C•arex ohnupta Slough Sedge OBL Al ` Lvsichitum americanum Skunk Cabbage OBL • j Scientific Name Common Name WL Status ,;_ i I Picea sitchensis Ron a nasturtium- True Water -cress OBL /1 Sitka Spruce FAC , , pp - Pseudotsuga menziesd Douglas Fir FACU , ; aquaticum Tlru'a plicata Western Red Cedar FAC Sagittaria latifolia. Arrowhead OBL ; , A Scirpus acutus Hardstem Bulrush OBL LARGE SHRUBS ,' ` Scitpus ml, rocarpus Small -fruited Bulrush OBL _ _ � �` � • � � . � � Scientific Name Common Name WL Status ''', ,4 �� ;� WETLAND AND STREAM SEED MIX 1 Holodiscus discolor Ocean Spray NL — / WELL HOUSE t' Physocarpus capiiatus Pacific Ninebark FACW- Scientific Name Common Name WL Status ' I Salir scouleriana Scouler Willow FAC Agmstis stolonifera var. Creeping Bentgrass FACW Sambucus racemosa Red Elderberry FACU pa:ustris t ` �, j ► ! ( I Alopecurus arundinaceus Creeping Foxtail FAC 1 t ! • t • I 1 SHRUBS Deschampsia cespitosa Tufted Hairgrass FACW Festuca rubra Red Fescue FAC Scientific Name Common Nam i -�UVE AN XY- I e WL status Cornus stolonifera Red -osier Dogwood FACW Juncus tenuis Slender Rush FACW- i Mahonia aquifolium Shining Oreon NL 1IE Rosa pisocarpa Clustered ra gd Rose FAC BUFFER SEED MIX _ 1 h It I( II I Rubus parviRorus Thimbleberry FAC- Scientific Name _ Common Name WL Status Symphoricarpos albus Snowberry FACU Achillea millefolrum Common Yarrow FACU Anaphabs margaritacea Pearly -everlasting NL Aster chilensis California Aster FAC Epilobium angustifolium Fireweed FACU+ • ` i [ I Festuca idahoensis Idaho Fescue FACU GOALS AND 05JECT I VES GOAL 1 GOAL 2 GOAL 3 To replace wetland acreage and functions lost to filling of approximately 5600 To restore the approximately 11,200 square feet of previously filled forested To restore the previously cleared 25-foot buffer strip associated with the square feet of Category III emergent wetland. wetland. wetland/stream along the north property line. OBJECTIVES OBJECTIVES OBJECTIVES 1. Create approximately 11,300 square feet of emergent and scrub -shrub 1. Excavate the approximately 11,200 square feet of previously filled wetland 1. Plant the restored buffer area with native plant species which are both wetland (2:1 replacement -to -loss ratio). area to its original grade (or slightly lower) to enhance natural drainage conducive to the establishment of a forested community and beneficial to 2. Integrate the created wetland with the restored and existing wetlands on the retention. wildlife. site to create a single contiguous wetland system. 2. Plant the restored wetland area and its buffer with native plant species which 2. Incorporate habitat features (e.g. snags, down logs, and nesting and roosting 3. Provide wetland hydrology appropriate for each wetland vegetation cover are both conducive to the establishment of a forested community and boxes) into the restored buffer. type created. beneficial to wildlife. 3. Provide a visual screen between the proposed development and the 4. Create a mitigation wetland area that has greater plant species and structural 3. Incorporate habitat features (e.g. snags, down logs, and nesting and roosting residential development located to the north of the site. diversity than the wetland to be filled. boxes) into the restored wetland and its buffer. 5. Incorporate habitat features (e.g. snags, down logs, and nesting and roosting 4. Integrate the restored wetland with the created and existing wetlands on the boxes) into the created wetland and its buffer. site to create a single contiguous wetland system. SECTION THROUGH M I T IGAT ION/}RE 5TORAT ION AREA c WETLAND MITIGATION PLAN 5GALE: I" = 30' GENERAL NOTES 1. For wetland mitigation area calculations, see Figure 6 in the Wetland Delineation, Mitigation and Restoration Report. 2. This plan is conceptual only and should not be used for construction. 3. Site plan information was supplied by Sega Engineers and Washington Design Services. 4. Topographic information was supplied by Sadler Barnard and Associates. 5. This drawing is an attachment to the Wetland Delineation, Mitigation, and Restoration Report prepared by Talasaea Consultants. 6. See civil plans for site grading and drainage. 7. See landscape plans for site landscaping. 8. See architecture plans for building and parking design. 56ALE: HORIZ. 1" = 10', \(ERT. 1" = 5' S 1 tz yy� � • r. C,i y.��. 1,;r ' �. �.. is c �� f .["1 � T(' -) If � ' �' 411 YAW 14 P �� � ` v ~ �r ) f.n % s i �M —r r �% J \ /, (. ` r J. f • ivv I f� �_� � � \ ' / � T .� � �.� �/,, /".'' L � r k` i / I' ,\ \ \ � `F _ r�_'/s s� +�•r-^_ r (,�`:_ R '2,.1y �.�' 7� • f . � �^'1 •[. , � � 4-/ d • � �i,�.O -fir"_ .`i: J�''�'�.�-`2�. •`Ll , r ' 1. -`� `� :1:[.: 1,.� *�' '` � E �. �r _ � -✓ , �/r s-, /� -�\� �' �1f h�lc . / 1•; ; Y".'.� '�'T "� ^l ^;":; 7 _fl jb A s i. 1 J , .•i '",� -N' � f ��� r\ � 1 _ I�Tf t . �,.j ( �1��' - — - ��� I"�-- � 1/t, — ��J - ," ..'U :�',r. �y ' - ` � � — � �- l 1 i z Vc -f' ram` `yy .V '4 IV, i J ,� lLul �� i,' ! • Wes^ '✓ ��� �! �� ��hE _ I _ l\\W��� ►������1�f 'i��W /� �iV , ulLulu I I�IEI �hdi�,lll�t Ilu �5��� �• / � � , •" ' EXISTING WETLAND XY OUTLET CULVERT CREATEDWETLAND ` ��.1 � i�u ri , . r �•,1hl�ii.�lila>r ► T 1►A ^ "� YI'IIf �L'�IlhllIMII- -my Ziw ` \� , • - � '— — � - .- . I��I�1111 LEGEND — — — — — — — — — EXISTING WETLAND BOUNDARY ------- POST -DEVELOPMENT WETLAND BUFFER EXISTING CONTOURS EXISTING DITCH/STREAM — zlo PROPOSED CONTOURS �- AV_7 EXISTING EVERGREEN TREE EXISTING DECIDUOUS TREE -- — — PROPERTY LINE HABITAT FEATURE (SNAG WITH NESTBOX, BATBOX, OR DOWN LOG) SECTION THROUGH 5TREA'il 5UPPER 5GALE: HORIZ. I" = 10', VERT. I" = 5' ENTRY D pl A IL ,�.. / i ram' , .;_ . _..-`.�'NR�-•�[/ .. _ •i 1 n / - _' 'r PROPERTY LINE— Date Scale I.,=�, Designed 50. AO _ Drawn AO Checked 50 Approved Project # TAL 224 �$ A -A LANDSCAPED AREA * ORIGINAL STREAM CHANNEL Sheet # A 1 .0 ib•DDUaGLEFI�E - vl'� • 4' O.G. (I GAL. GOJT.) tZi-NATIVE MIX .r 3' D.G. (kL*_:TLAND buF-r=tK (5EE L16T AT Rk:aHT) PLANT5 (oY OTHI FR5) i--- 1-VINE I`1Af='Lt / NATIVE MIX PLANT + 3' O.G., CLUSTERING LIKE VARIETIES IN GROUPING5 OF 3-1, THE FOLLOWING: SALAL LONuLEAF MAHONI� EQUAL QUANTITES SWORD FEFd-1 1-'HELLERI' HOLLY • : • ' 4l-'GI�Ih1:..7N I•'YGMY' • 3' O.G. 4' O.G. "~ZL • _ bAhtt3tl►c/zY + 3 O.C. '�� �--' 55-'HELLERI' HOLLY Z L2- 11 L 4 4- 1N��A I,L ELAN �h L2\ FLA t POLE WATER RETENTICG� AREA (BY OTHERS) v O �o 0 0 � o _ o ° o 0 o ° 4�- laROADMOOf' , JUNIPER • 5' O.G. bfo-'1`3ROADI"100Fk' JUNIPER • b' O.G. , 1 I -,RED 6UN5ET' RED MAPLE •4 • Alk 1.• .,IL 1 S � 1 Irk, ��fti: . u ILI ry uA U Or OF ICE I -,RED 6UN5ET' RED MAPLE •4 • Alk 1.• .,IL 1 S � 1 Irk, ��fti: . u ILI ry uA U Or OF ICE • ■ .'OTTO LUYKEN' 1 ' 2 LAUREL w 3' O.G, j u 44 ' ,-� SOR LA:W .: .. 19 VID vI13uRNur) /2\ D.G. • 5` EMeKAO 6K{h N A(.6LK\J 11A, - �..� 2- Rio .�aPAN t- 0Aft-E Lz, � c �--� �' E r1E-►:�,I D :,1Zr.EN AiCt-�.-h.v 17 a, E L?; • 18-DAVID VIt,-UFNUM . • rr Z 1/2' O.G. LAWtJ .I\_,"--- .�_ _- ♦ r � « 3' O.G. r' 12- EjIRDS NE3T j� SPRUCE 0 4' O.G "L S-DWAW auFdJING 51.1514 + 4' O.C. GhZOWd tl' AGOYE ---� TOP OF CUR4 a? - II-EUROPEAN HORNBEAM / HT. BERM 16• 151RD5 NEST 4 SPRUCE 0 4' O.G. ExISTINC, ROCK WAI-1- e • ',..► ; ,•ter' �>�� Its•, � �;op t . .• _ ,;, ,..,•_ O� �; p O .• • WIMMIWAMC r• r t J> -- 14-1CRIM60N PY•66r1Y , LAR3E kIQY + 3' O.G. G U rJ �. r<�,ti✓ 1 VAU UT" — 51� • KINN IrCINN I Gr~ 3' O.G. RHOGODEr.ILr�ON 4' O.G. �-----I•VINE MAt�'Lt ' 12, HT. B AGEK GIkINATUM = CLUNta VINE m A1='LE _ [,'-*1 WT. f XJLTI-5TEt-1 b4s:3 1 ACER2 I- J Tc'ED &NBET' 'IREO &NdET' 0<&D MAPLE 2' CAL, 12'-I4' WT. bAb 22 CAkPINU9 dETULU6 E kr-OPEAN 11/7' CAL., 6a'-12WT. ksitb/CONT. 13 TWUJA PLICATA L1f6TE ►Z:D CEDAR 2 jA11F9, 2pl-t6ATUK 1' _n .'f PA =` .. 56 AkCT06TAtwWYL06 UVA-LkSl KINNIKINNIClC I CAI.. CONT. • 3' OL. 1?) Fag TWaj.L11 1Ggrbotjto alY' 'G Ir•1.a,,^.r1 r_..YC_M ''� Ak6EkkY I GAL. CONT. o 3' O.C. 58 C15TU5 ?`Ajk! 1uREu6 ORC-WID I•c0r_KN-)z E I GAL. CANT. • 4' D G. 0b EkICA CAn A W4tW_.L� ILWITt' 'SF�FeIP►Gl:10GD W�IITE' N AT►1Er2 I GAL. CONT. r ?' DG. 4 EUOrJYt-W ALATA 'COP' PACTA' MIAKf b110041NG k3U9+J 2 6AL. CONT. 4' O.C. 13 ILEX CodiNATA 'WELLfkl' '_ lL K�' 11G1.1.Y I GAL. GGN_T. 3'O.C. ?DI JWlrt:MJS CAbIWA ' ADr• i0 i 'b.QoAot0o*1 JUNIr-ek I GAL, CONT. + 15' O.G. ? GAL. CGNT. • 6' O.C. _ 91 PHOTINIA FkAbERl FQA6ER2 PNOTINIA 07 _ r�ICeA AblEb 14IDIF0kr1Ib' blhtD9 FibT C�-uA1Gk U'-15' WT.. t.+C�GONT. + 4' OL. 3 I h►ay+,li I � Xr KA.*A19 'OTTO .UY IN' 'OTTO LUYQ-N' l8' • ? I' HT. 046 r 1' O,G. 3G r-raWt19 LUgITAMCA PORTUaA-L 1_41*eEL 15'-t3' Nr bib/GOnI ' OL. w7 rl t,t:s LAI _k114NA' XAbEL LAUI.£l- ice'-ln' NT bAt5/CGNT. • b' OL. p PcON'A14" K1416r, CE' 'At4" Kr42aC�i:E' W'-21' NT, b4b/CON?. 10 -rill r. .(� , -rA . r,' " Lj6pj = --- l(, VlbUfr0 LM DAVIDII DAVID VIr3UI�NUM 2 CAL. CONT. • ? 10' O.0 &I _ vGZwa- Yi NLIC.ATum Tprl, rNTQ&A-I DOU01-EFILEylburv4Jr•'1 I CAL. 4 5 GAL. CONT. o 4' O.G. 22t NATIVE MIX EWAL CMA"TITIE6 OF: GAJL.T►- RIA GWAI.LC./J BALAL I �.=.L. Gc,��T..r 3' Or., MAWaAiI NtEWV08A 1 6.41.. GOI-JT, r 3' O.C. /••0LY5T1 WLJM MLNITUM bW RO FF-k?4 I GAL. C•014T. r 3' D.G. r - 3Pl;aJGE w 4' O.G. St=•KUGE • 4' D G. 511='RUGS 4' O.C. TCir� OF CUtrct3 �\ ��, �% _ -Gw F•.r= r uraNING tf ura"InIG d DU514 r 4' O.G. tW514 4' O.G. r,�' GIOtUJ vet. - TOP L — �, -` - BUR$ o ff` a t�1 o k;; ;a- o Ir rIr Err �L D AI' ' • w O.G. L L AU . - La-1-4 Tlvt riiX + 3' 11-ekA5Ek PHOTINI4 II-FRAjoL':R WHOTINIA (;,CE L 16 T ,4u 0v� . ' OL. b' O,G. I1 s 2 M am00% i.�IN V S 0" �_ 3 w•.: gnu 10 �' � IrtuY--------•�--� - /4AM /q t/rC/1C Yi�111 • at01r1 N?i. tlA- r.sc • a�i WU" t•^*4 "Me � CC.•Gll[ a� oe lorYoa IL► - ntftm 10 AD&AMM1 1■bt.1i,M1 tK0/1Cw1101•i few a" Ilrt WIL "ULAK C4."DI^ 910 Sh^" ft"tt cats �►s.wa,i .A1Kn(Mi Mr<+ suY- . �� M�1PrAl OOw Ip NAIIK W4 EX I �T"I N cs RGGI` WAL L NOTE 5 L ALL PARKING LOT ISLANDS TO 13E CROWNED %' ABOVE TOPS OF ADJACENT CURBS OR PAVEMENT, UNLESS OTHERWISE SPECIFICALLY INDICATED ON PLAN (SEE DETAIL ABOVE). ?. PLANT LIST QUANTITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR 15 REbRON5113LE FOR VERIFYING ALL QUANTITIES IN L18T WITH ACTUAL PLAN CALL -OUTS, 4ND INSTALLING PLANTINGS PER THE LANDSCAPE PLAN. GROUNDCOVER QUANTITIES SHALL BE ADJUSTED A5 REQUIRED FOR FIELD CONOITIDNS AT THE SPECIFIED SPACING. 3. TREE CALIPER MEAWREMENT5 SHALL BE TAKEN AT 05W (DIAMETER•AT-BFcEAST•HEIGHT), WHICH 614ALL BE 4 1/2' ABOVE THE TOP OF THE ROOTBALL. G 6' AI�oOVE TOP CURB 4-pW Fo= bUkNING bu H a' OZ. 2� EX171`I hl4 ROCK, WAL vd- --CR0WN IZ �OvE -, TOP OF C RL 0 Icy-EUF�Or-E AN NOF 6 =�170ADMO( w 5' O:C. r JTHOMITy NOT BE CONSr C( TO 1rypLATE OR HUED A' PF OA I�NN� OF CODES RDl- �'-=p CY THIS C,N REGULgTION$ EN. DATE PPROVEp$Y'� 56-'6F1ZIN6WD00 WHITE' HEATHER + 2' O.C. NORTH 20' 10' 0 20' 40' SCALE: 1" =20' STAu OF WA!" rk: W sxfami W A900ECT Je troy Candor JUNIPER I i v x�$ s� 4 > 19 z a 7 W � r a C 00 �o m ,c z U A •°o L (D Q z IMAMM W ♦ z Z S .... M o W C o� W UJ U 9 «1 ar In �r v �cn '� ,~i•'� ,4+ u 0.4 u96 C 4 �hect 0 2: -- .� o f I 6,<itlo1r3 EXISTING FIRE HYDRANT O Ln O O CY WET ANDS q WETLANDS LISTING IVE TO B Q \ ` I � 1 retoming u \ O Cb I wolI I I I Q k NEW ROCKERY I \ c C TO MATCH TYPI L I "I 1 3 EXISTING 6�URV� DATA c I �l \ EXISTING STRUCT ES I I oy a /; TO IEREMOVED \ cb STORM WATER / \ \ RETENTI N AREA I T c retaining I retaining o retaining woII - \ wall / PROPOSED \ c - \ Q' pr Qr � -57.3 00 ao QO XISTING 0 00 OCKERY 00 00 DQ g0 0� S oQ �O Oa u� L retain mg 4-- — --- c0 STRUCTURE 39 t --\ wo I I 1 i � j � 3 \ r ~. \` I I � X � 5.0, / 5. 0 t 114, 0 cb _ 49. ' / i 00.0 _ _ 6 b _ 64.0 c IEXISTING—," PA K I NCB---�- II steps I steps tln � o I 1 cb O' 44.0' I I o w i` it c 0IL -- ---- 1 X 0 f \ I I 8D 8.0' e.d �--160 �' ` 20,0'x 9.0' a --- — I eXISTING ` `TYPICAL c°� �JSTRUCTURE\ STALL v \ u 4 ITO BE REMOVED Q I c PROPOSED \ — CONTOURS\ gcb O • 1 \ EXISTING t 0 \ i � � CONTOURS O NC\j I 1 0j \ ON cb cb 1 U c u 200.01 16X8.5' u\ u\ ----� TYPICAL 1 - /COMPACT u STALL Q retaining retainin retaining - retaining wall wall wan ° Hall -- - t � t \ o ' v u v — q ucb �-- ` -D • u o wCb o _ •cb glob U V a \ _ - -R 462.64 ` 0 y - M NO N 04P7 �c / SCALE I = 30.0 ti � Ir WETLANDS \ � i 1 \ � \ i � I / r I � i 1 ,I l I 1 \\ WETLA DS 1 �---- - -- t \ ,I Z c g m am I'1 1 A N i A- j LEGEND Area of Site 268,926 SF Building Size Existing - Main 2510 SF Upper 1160 SF Proposed - Lower 10,000 SF Main 10,000 SF Upper 2000 SF Total Building 25,670 SF Lot Coverage 126,652 / 268926 = 47% Parking Analysis Required 1 per 5 seats in main worship area 6995 SF / 7 SF per person = 999.3 seats ( use 1000 ) 1000 / 5 = 200 parking spaces required Handicap accessible to be 1 per 50 spaces - 5 required > Provided 219 parking spaces - 165 regular 9'x20' - 47 compact 8.5'x16' - 7 Handicap accessible ( includes 2 van accessible) Interior Parking Lot Landscaping 4338 SF Area of Improved Landscaping 90325 SF ( Includes wetlands mitigation and restoration ) Building Height Allowed 35' Proposed 55' at West side 42.5 at East side Building Setbacks Allowed Front 15' Sides 0' Proposed Front 114' Sides 1 16' to North 89' to South �- �-°VED 9 1996 DEVc.. _ :. PLANNING CITY uF RENTON i I i i i I I I I I i z O w rr 0 U co z ti � orn (n QZ Z UQ O zz U MO 2 _ �' w V � U SHEET w SA 2 a N of 2 0 C DATE 2 • 96 Cn m 0 Dm N NEIGHBORHOOD DETAIL MAP GURUDWARA SINGH SABA of WASHINGTON 5212 TALBOT ROAD SOUTH RENTON WA REVISIONS CHURCH CONSTRUCTORS 1530 N CANYON REDMOND OR 97756 ' O N O I I I � 0 UPPER FLOOR rl u �c MAIN FLOOR LOWER FLOOR JRI V I I OIUIIVV VIIVIL FnNrvlC IIYOVI_NI CV WINDOWS METAL CA i %I LtiA, NORTH ELEVATION WEST ELEVATION_ __ 1/81= I' o" EGA Ltik.S'� N N it � n �o N N n7 PLANNING DEv CIT`f'OF Rt"TON U) II I I I I Z 0 I � I i� 0 U ti zti o()) zcr QO z� 0 zz UO0 _ `c' w U cr U Q m Q U) z z o 07 o F �3 a Qz — O cr-z = U) O o~ Q � m w J a � ~ Q O N N V7 �/ `J SHEET W. Al G N OF 7 O 04H (OF/or 8 LuAvailm 061 SOUTH ELEVATION EAST ELEVATION fcf, LI-R, sp 0 O U c� zti 0G) z� Q0 Z �A O zz U 0O rn _ no U � D I U Q m Q CD _ zzD 0 _ U) 0 �- cD cn o a Q 3 Qz — 0 �z _ 0 Q m W Q� m 0 N N 0Y ,::D V z 0 a J W ID SHEET A C N OF 7 Lo d I e TYP 2 CB L ll c� x I o `��` NEW CURB GUI TE & 6' SIDEWALK _ �TY 1 2Ci CONSTRUCT PAVEMENT SECTION TO MATCH EX ALONG NEW CURB, GUTTER AND SIDE`NALK 0 x DEPRESSION CURB FOR OVERFLOW SPILLWAY NEW 'CONCRETE DRIVEWAY EX. ROCKERIES TO REMAIN -YPE 2 CB I fXl`NG 1$" SD m kTOEXISTING WETLAND E d M M c� rn •a ' m E qm O U i 0 LZ c� I COMBINED DETENTION/WET POND WITH 6,800 CF DETENTION VOL & 4,000 C F. WATER QUALITY S-ORAGE MAX W.S. E_ DETENTION 149.0 WATER QUALITY W.S. EL 147 DEAD STORAGE EL 44.0 BASE E'- 143.0 � 1 1`2" SD DISHARGE 18" SD ! i i I I PJ$,�'� '48"�I� 520 0-3 �1 F OM FRENCA DRAIN 1 W/ TRA RACK PROTECT W/ DRIP -RAP PAD 1 TYP 2 CB MA! CH WADEI� - I OF SWP,L \ 77 i LF 18 SQ ONTROL MANH% j - TW 1 -2 LIMIT F GRADING ,5 DEEP MIN SWALE l 3-ORIFICE OUTLET ! (TYP.�i- _ W/ 3:1 SIDE SLOPES I � DISCHAGE TO SD IN CTRF�€�- -- --------_.,.--- /-315 L.F FRENCH i TW 1 T '. Tw 79.5 - , ` DR141N W/ 6" SERF �o TYPE 1 T`'PE CB '1 w ~I 67 ` 00 �� DRAIN PIPE; RETAINING 2 SID- I � ALL ��TYP. MAX. .� ` --- NEW ETL D ITIGA ION r ,� � w 1 TVA . TW 1916 ( \ R W AN M P TO LF 1 SID � B 9 8 Byv 19 AREA SEE LANDSCA ISCHARG ` SG ��, �- ` ; 1 C 3 85 w 18X 20 ..QESIA. ( CON ECT ROOF DRAINS TO 0 -SITE CON LANCE 180 'I -ASSH �TYPE 2 B PIPE DISCHARGE TO , ? DETENTION WET PON -- �� ----- - �` ! DER / � _ 1 y'cE�a FALL TY �\ \ i - �- CD TA 158 PROPO ED BUILDING + 155 F, F. 161 1 ST . FLOOR F.F. 17 2NE FLOOR 0 0 TYPE 1 CID 10% 'E 1 C - J — c) I TW 174 - — I I I BW 160.5 , TYP 1 CB CN - 0 I EXISTING --- - -- o p I n BUILDING I6 cn _-- ------ I00 LY TYPE 1 CB` N _ , - a' � �'' 2% T 00 0 I �� l 60. ( 6 1 173 BW 60 W 16 .5 1'� �' 1% o N 1 f 5% 110 L0 1TW 11 - 2� SD M4X. F 1 X. -- TYPE 1 CB Tw 1�3 --'-P � �g L . TYPE r w 1 �Bw It/- I - BN! 169.7 '�2 6.5 247 DISCHARGE 10 I _ 1 Ek 'SWALE T7'PE 2 CBI I �, % (TYP.) - - 6% (TYP. d TYP+ Ce TYP LABANDON EX. STORM DRAIN 6' RIP RAP PAD - I _� +^__ _. SYSTEM j i' •-K LF 12' S$ 60 l_F 1� f 1' MIN THICK ® I OL:TFAL! Tw 170.5 - — '�— ' I BW 68 r' — — EN 165 S. I) ST, -- I j. / I DIVERT UNREAM SrLE1 THROUGH NEW WET LA DS, - - - -- -.--- - --- - -_--- - 1 -- D INTO EXISTING C ANNEL � r.��•:b•4 9"N ' ---- - TYPE 1 B 01 i 1 CB -, - __4PE 1 CB 12 SD , P. fw TIN 189 BAN 185 15% 00 AY V 9'S + ,l WEtfLANOS NOT TO B DISTURBED', ! + TYP I l ' EX. ,WETLAND ' --�----- - Or BE REMOV --- �IYPE 1 CB 1 PERMANENT INT RCEPTOR }2: SO, - - SWALE 1. 1 RETAINING WALL 1 l 188.5 (TYP) �� ! .�V 198 ` LIMIT F WETLANDS ! , I W 180.5 LIMIT OF GRADING (TYP.) , i 0�_q� -ObI o� a � Gz7 d' o r.� m i~ Q rr C V1 tD Co U y w � � o � I U +• U cG cc T � C11 to �^ to U cc 01 a �J 01 Q ^_ 1L LJ Q z Q 0 z Q 0 z 0 0 � O Q (T) - < - p s_ O _J W CV QL) of 1M A � r �%, Q / . .N ' F`sS�4N AL F- �111 EXPIRES: 3/121a4 2 q& -04 N 1, �1 12 DISCHARGE' PIPE 1 EXISTING BUILDING TO BE REMOVED STABILIZED ROCK CONSTRUCTION ENTRANCE EXISTING ROCKERY TO REMAIN EX. CB & PIPE TO BE REMOVED SILT FENCE (TYP.) t i-1- inn Q a cm a-..; �- PROTECT EX. CB (TYP.) TEMPORARY SEDIMENT CONTROL POND SHALL BE CONVERTED TO A DETENTION POND" FOR PERMANENT STORM RUNOFF TREATMENT AFTER SITE IS STABILIZED) SEDIMENT STORAGE = 2960 CIF LIVE STORAGE = 3800 CF I 1 / TOPOGRAPHIC SURVEY PROVIDED BY: SADLER BARNARD & ASSOCIATES, INC. 31218 PACIFIC HIGHWAY SOUTH FEDERAL WAY, WA 98003-5496 / (206) 941-1599 LAI Fml l LIMIT ;'GRAD�G��/ a i i SILY', ('.) 0 lob TEMPORARY SLOPE cip) 0 15 30 60 SCALE 1w=30' GRAVEL CONE; RISER-�,; 1 1 ERASE EL 151. LIMI OF PROPOSED�`'� - — — I PAR ING (TYP.) •/ �— _ 1 - _ ?` EXISTING SHED � ' '*" Y / SHED TO BE REMOVED' F 7 / c 11'2:1I -- \IC- (TYP.) EMPORARY INTERCEPTORI SWALE W1 ROCK QHECK!REMOVE EX STING PROPOSED BUILDAMS 0 50' O.C.j'CONCRETE FOOTPRINTPROVIDECB PROTECTIONEX TING BUILDINGFOR ALL NEW CE'S TYP. TO B EMOVE�, EXISTING FENCE�( )TO BE REMOVED ` ', IEXISTING ROCKERY II;,i3O I TO BE REF` MOVED REMO EXISTINGCURB (TYPICAL)rn a 0, a,FRENCH RAINEX,STiNGBU!LDiNGIGOPOSED STORMEXISTING BUILDING EXISTI G BI,ILDJNG ` I C NVEYANCE (TYP.)0d'01TO REMAIN TO BE ' EMOVEb LIMIT OF �XISTII'GnWETLAND 0 I REMOVE E STING \ROCKE Y(7Ole TEMPORARY INTERCE'PTOREX. WETLAND fi0I . SWALE'',W/ ROCK CHECK $E REMOVED AMS 50 A.C.IMIT QF PRdPOSEa1ARKING TYP, 14 r-- — — ------------GRtiVEL fail\'E'7SLT FENCE (TYP.)LIMIT OF GRACING 2 "ALD R 19 'N, D cD o rn R, a> a� W cli C co V1 C rn � o O U U n PC cc U a c0 a o I U co o _ v co cb cQ l� LLJ --A CL !_ z LLI �— O o N Q) L LJ Lo W TN OF w AS� ..r .mod J1 y Z N I NAL� EXPIRES: 3/12/ •t_.-.;v��ING - DEVEE�L►Y Or *� SCALE I11=200� — RENTON CO P014ATION LIMIT , — - SOUTH 192nd STREET — — —04 ,�------ S 194 th ST c c J a. N t • J 0) a RENTO N CORPORATION / LIMIT z 2 � i I U) O U co m ryzti morn u z M Z<o Ozz UMW 0 w U or Z U �Q m �Q z 0 0 — z(n 0 a 3 Q � z — o � z ��yy t..L = ~ O O ~ Q a m W acr 0 O N D N to 00-0 /� V lw f-- w 0 0 0 0 w 0 m w z SHEET SA I a 2 " OF 0 35-DOUBLEFILE - VIBURNUr1 a 4' O.G. (I GAL. GONT.) 49-'BROADMOOR' JUNIPER a 5' O.G. 8(0-'BROADI`100R' -- JUNIPER a 5' O.G. 33-DOU5LEFILE- VIBURNUM a 4' O.C. ( I GAL. GONT.) Mdtfp'JIoOO� 0. • ���j�I•)IOO�Q ,4'4d0� �UJETLANDS —----------- —� J \ (- 0-NATIVE MIX a 3' O.C. WETLAND BUFFER9 PLANTS (BY OTHERS) (SEE LIST AT RIGHT) 23-ZAMAPLE BEL LAUREL � - Q 6' 47-'GRII"150'N PYGMY' BARBERRY a 3' O.C. WATER RETENTION AREA (BY OTHERS) 7-'RED SUNSET' RED MAPLE -- -14-'CRIM5ON PYGMY' BARBERRY a 3' O C I-'HELLERI' HOLLY a 3' O.G. CRpWN �' A TOP OF !CUR 54-ORCHID ROCKROSE a 4' O.G. JUJN --- -- 19-'OTTO LUYKEN' LAUREL a 3' O.G. 23-DAVID VIBURNUM m 2 1/2' O.G. 1-JAPANESE LILAC TREE i --1-JAPANE5E LILAG TREE x x x Y { Y x • 0 0 0p °56-KINNIKINNIGK R=� 23-DAVID VIBURNUM 0 o c 0 o a 2 1/2' O.G. a 3' O.G. o LAWN° V 8-'ANAI-N KRU5CHKE' op o RHODODENDRON 19-'OTTO LUYKEN' o p i a 4' O.C.LAUREL a 3' O.G. 0 p O 0 0 + -� f 0 + GF OWN 6 A OV 0 °0 + TO= OFIGUR + -1-',/INE MAPLE p p o 0 21-'HELLERI' HOLLY p o 12' HT. — a 3' O.G. p BERM 0 o ° 8-DOUBLEFILE 1-EUROPEAN p H RNBEAM I 25-'HELLERI' HOLLY- 6 3' O.G. p VIBURNUM o a 4' O.G. ° o - (5 GAL. CONT.) 44-ZABEL LAUREL p + a C6 O.G. ° o ° 9-ERASER PHOTINIA 1cJ-'SPRINGWOOD WHITE' o --- - 00 O 16-PORTUGAL LAUREL- a 6' O.C. 14-'HELLERI' HOLLY— -,HEAT ER a 2' O.G. p p 0 a 6' O.G. a 3' O.G. 0 0 0 p O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 +++ O °° °° °0 °° °0 °0 °0 00 °° °° °O °° °° ,°o X. 13-DOU5LEFILE - VIBURNUM PLANT 1" 1ATE fR1 AL. L. 1 ST a 4' O.C. QTY. BOTANIGAL NAME GOl" "ON NAME SIZE t SPACING (1 GAL. GONT.) w lu 8 ACER CIRCINATUM - CLUMP VINE MAPLE 6'-8' HT., MULTI -STEM, 545 1 AGER RUBRUM 'RED SUNSET' 'RED SUNSET' RED MAPLE_ 2' CAL., 12'-14' HT., B<B 22 GARPINU5 5ETULU5 EUROPEAN HORNBEAM 1 1/2' GAL., 10'-12' HT., BEB/CONT. 5 THUJA PLICATA WESTERN RED CEDAR 6'-l' HT., 545 56 ARCTOSTAPHYLOS UVA-URSI KINNIKINNIGK I GAL. GONT, is 3' O.G. 121 BERBERIS TNUNBE%:I 'CRIMSON PYGMY' 'CRIMSON PYGMY' BARBERRY I GAL. CONT. 9 3' O.G. 54 C15TUS PURPUREUS ORGHID ROCKROSE I GAL. GONT. 6 4' O.G. 79 ERIGA GARNEA 'SPRINGWOOD WHITE' 'SPRINGWOOD WHITE' HEATHER _ 1 GAL. GONT, sT 2' O.G. -14 EUONYMUS ALATA 'COMPAGTA' DWARF BURNING BUSH 2 GAL. CONT. e 4' O.C. 135 ILEX CRENATA 'HELLERI' 'HELLERI' HOLLY I GAL. GONT, 6 3' O.G. 135 JUNIPERU5 SABINA 'BROADMOOR' 'BROADMOOR' JUNIPER I GAL. CONT, a 5' O.G. 31 PHOTINIA FRASERI FRASER PHOTINIA 2 GAL. CONT. 0 6' O.G. 116 PIGEA ABIES 'NIDIFORMIS' BIRDS NEST SPRUCE 12'-15' HT., B45/CONT, * 4' O.G. 38 PRUNUS LAUROGERASUS 'OTTO LUYKEN' 'OTTO LUYKEN' LAUREL 18'-21' HT., 545 6 4' O.G. 38 PRUNUS LUSITAN 1GA PORTUGAL LAUREL 15'-18' HT., BtB/CONT, a 6' O.G. 6I PRUNUS LAUROCERASUS 'ZABELIANA' ZABEL LAUREL 15'-18' HT., BEB/CONT. s 6' O.G. 8 RHODODENDRON 'ANNA KRUSGHKE' 'ANNA KRUSGHKE' RHODODENDRON 18'-21' HT., 545/CONT, a 4' O.G. 2 SYRINGA RETICULATA 'IVORY SILK' 'IVORY SILK' JAPANESE TREE LILAC 5'-6' HT., 545 46 VIBURNUM DAVIDII DAVID VIBURNUM 2 GAL. CONT. a 2 1/2' O.G. 81 VIBURNUM PLIGATUM TOMENTOSUM DOUBLEFILE VIBURNUM 1 GAL, 4 5 GAL. GONT. a 4' O.G. 225 NATIVE MIX EQUAL QUANTITIES OF: GAULTHERIA SHALLON SALAL 1 GAL. CONT. e 3' O.G. M,440NIA NERVOSA LONGLEAF MAHONIA 1 GAL. CONT. 6 3' O.G. POLYSTICHUM MUNITUM SWORD FERN 1 GAL. GONT. m 3' O.C. 14-5IRD5 NEST ram- SPRUCE a 4' O.C. GROWN 6' ABOVI✓ � TOP OF CURB i-DWARF BURNING — --- BUSH a 4' O.G. i GROWN 6' ABOVE TOP OF CURB / 00 00 0o 0o oo 0o 0o 0o o = o -o e o 0 0 _ 5-WE5TERN RED CEDAR II-PORTUGAL LAUREL Is 6' O.G. 135-NATIVE MIX a 3' O.G. II-FRASER PHOTINIA (SEE LIST ABOVE) 6 6' O.G. NATIVE 1"fIX PLANT a 3' O.C., CLUSTERING LIKE VARIETIES IN GROUPINGS OF 3-1, THE FOLLOWING: SALAL LONGLEAF MAHONIA EQUAL QUANTITES SWORD FERN 32-'HELLERI' HOLLY a 3' O.G. 1-1-5IRDS NEST- _ -SPRUCE a 4' O.G.- 9-DWARF BURNING - _5U5N a 4' O.G. - GROWN 6' ABOVE TOP OF GURB 12-BIRDS NEST --- SPRUCE a 4' O.G.— \ IS-'HELLERI' HOLLY ,/ a 3' O.G. 12' HT. BERM 14-5IRDS NEST SPRUCE a 4' O.G. R -1-DWARF BURNING _ O.G. ti.. 11- E UROPE AN HORNBEAM 12' HT. BERM REFER TO PLAN FINISH GRADE - (INCLUDING BED 3• MIN.; REFER TO , PLAN FOR SPECIFIC 2. O SHRUB y BERM k CROWN HTS. BEDS, FLUSH _-_-�-_- O LAWN AREA SUB -BASE MATERIAL ASPHALT PAVING NATIVE SOIL CONCRETE CURB OR -TOPSOIL FILL - REFER TO ADJACENT PAVEMENT SPECIFICATIONS FOR SOIL TYPE NOTE: GENERAL CONTRACTOR SHALL REMOVE EXCESS ASPHALT PAVEMENT AND SUB- BASE MATERIAL DOWN TO NATIVE SOIL. PARKING ISLAND PLANTER DETAIL 19-15IRD5 NEST o NOTE5 o SPRUCE a 4' O.G. o 0 0 1, ALL PARKING LOT ISLANDS TO BE 0 o CROWNED 6' ABOVE TOPS OF -� ADJACENT CURBS OR PAVEMENT, UNLESS OTHERWISE SPECIFICALLY --- - -- INDICATED ON PLAN (SEE DETAIL ABOVE). 2. PLANT LIST QUANTITIES ARE SHOWN FOR REFERENCE ONLY. -- -- — CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES IN LIST WITH ACTUAL PLAN GALL -OUTS, AND 0 10-DWARF BURNING INSTALLING PLANTINGS PER THE o BUSH a 4' O.G. o LANDSCAPE PLAN. GROUNDCOVER o -- QUANTITIES SHALL BE ADJUSTED AS REQUIRED FOR FIELD --- - — CONDITIONS AT THE SPECIFIED SPACING. 3. TREE CALIPER MEASUREMENTS A\ SHALL BE TAKEN AT DBH — — (DIAMETER -AT -BREAST -HEIGHT), WHICH SHALL BE 4 1/2' ABOVE THE 12-5I1RD5 NEST-- CRO TOP OF THE ROOTBALL. �o' ABOVE • �� SPRUCE a 4' O C:-- _ TOP F CURB BURNING BUSH is 4' O.C. 18-'HELLERI' HOLLY a 3' O.G. ---12" HT, BERM F + + BERM + + 30-15PRINGWOOD-30-'5PRINGW00D WHITE WHITE HEATHER IT 2' O.C. HEATHER a 2' O.C. , 3_1-DWARI BURNING BUSH 4' O.C. -- 12' HT. BERM 10-EUROPEAN . HORNBEAM NORTH I1 - 20' 10' 0 20' 40' SCALE: 1" -20 Recen/ED M'' 2 & 1996 STATE OF DEVFL-. E CGI V/ASHIINNGRT D CITY OPEN TO LAND J E /IRCHITECT Jeffre Glonder Grt cato Na 405 -----cu -q to _ pk v C 0 .N .j Qi f` 6 c LO 00 cr_ Q CD MQ ago I c lu 3 Y aui a •-� -0 U 'v (n :r 0 O Z z O 0 0 �Z = Z Q0) (n Q _:;�: Q Z O Ld O D cc D Q) to WIt < Gloom •�N a 0 cQ y rN • rl 10 C Cn N H c, U z W U �w ��\J d Q� W W �/ � O 4.4 C/D feA N a �° � ��a c a- co m �n U i ►-� N O sheet C/) z L-1 Q J of 1 35-DOU15LEFILE — VIBURNUM m 4' O.C. (1 GAL. GONT.) i 49-'BROADMOOR' -----� JUNIPER 5' O.G. 86-'BROADMOOR' JUNIPER 5' O.G. 33-DOU5LEFILE- VIBURNUM a 4' O.G. ( I GAL. GONT.) v�vQe `fir lift Q' � • WETLANDS ------ / 90-NATIVE MIX 6 3' O.G. — WETLAND BUFFER (SEE LIST AT RIGHT) PLANTS (BY OTHERS) -VINE MAPLE 1 � 23-ZABEL LAUREL a61O.G. 47-'CRIM5ON F`rGMY' BARBERRY Q 3' O.G. WATER RE AREA (BY 7-1RED SUNSET RED MAPLE i4-'GRIM5ON PYGMY' BARBERRY a 3' O C �-'NELLERI' HOLLY m 3' O.C. CRPWN A TOIF OF !CUR 54-ORCHID ROCKR05E a 4' O.C. x 19-'OTTO LUYKEN' LAUREL 6 3' O.C. x y SOp• —23_DAVID VIBURNUM LLAWNx% . 2 1/2' O.G. Y Y R=7' x x __ I-JAPANESE x x x x xY. * LILAC TREE i I ! I-JAPANESE LILAC TREE 4 4 A d d x x x x x x ° x x { 0 0 0 o p 56-KINNIKINNIGK R �' x{- -23-DAVID VIBURNUM O o O 3' O.C. x 'a 2 1/2' O.C. " SOC7 X o ° LAWN x ° ° 8-'ANAH KRUSCHKE' x . 0 0 RHODODENDRON x ' 19-'OTTO LUYKEN' 0 o p a 4' O.G. x LAUREL a 3' O.G. 0 0 0 0 0 0 + o + p O + CROWN 6' AE30V 0 + TO� OF CURP O o- - 1-VINE MAPLE + i I O O ° 21-'H�ELLERI' HOLLY 0 0 12' HT.—� 3' O.G. 0 BERM p 0 ° 8-DOU5LEFILE 1-EUROPEAN p H RN E AM t I O VIBURNUM I 0 (5 GAL. GONT.) 44-ZABEL LAUREL 0 0 + 6' O.C. O O O - - °o ° o - 9-FRASER PHOTINIA 0 16-POR7UGAL LAUREL a 6 O.C. 14-'HELLERI' HOLLY ° g 6' O.G. 0 0 3' O.G. o ,I o ° o p ° O 0o 00 00 00 00 000 00 00 00 a0 00 00 00 ° o 0 0 0 0 0 0 0 0 0 0 0 13-DOU5LEFILE VIBURNUM fi=L ANT 1"1,4T E f' I AL LIST (1 G O. CONT.) QTY. BOTANICAL NAME COMMON NAME SIZE d SPACING w w 8 AGER GIRGINATUM - CLUMP VINE MAPLE (o'-8' HT., MULTI -STEM, 545 i AGER RUBRUM 'RED SUNSET' 'RED SUNSET' RED MAPLE_ 2' CAL., 12'-14' HT., 54B 22 GARPINUS BETULUS EUROPEAN HORNBEAM 1 1/2' GAL., 10'-12' HT., 545/CONT. 5 TNUJA PLICATA WESTERN RED CEDAR 6'-I' HT., 545 56 ARGTO5T4FHYLOS UVA-URSI KINNIKINNIGK I GAL. GONT. 9 3' O.C. 121 BERBERIS TINUNBE%II 'CRIMSON PYGMY' 'CRIMSON PYGMY' BARBERRY I GAL. CONT. B 3' O.G. 54 CISTUS PURPUREUS ORGHID ROGKROSE 1 GAL. GONT. 6 4' O.G. 79 ERICA GARNEA 'SPRINGWOOD WHITE' 'SPRINGWOOD WHITE' 14EATHER I GAL. CONT. 6 2' O.G. 74 EUONYMUS ALATA 'COMPACTA' DWARF BURNING BUSH 2 GAL. GONT. 0 4' O.C. 135 ILEX CRENATA 'NELLERI' 'NELLERI' HOLLY I GAL. GONT. is 3' O.G. 135 JUNIPERUS SABINA 'BROADMOOR' 'BROADMOOR' JUNIPER t GAL. CONT. tv 5' O.C. 31 PHOTINIA FRASERI FRASER PHOTINIA 2 GAL. GONT. g 6' O.G. ll(o PIGEA ABIES 'NIDIFORMIS' BIRDS NEST SPRUCE 12'-15' HT., 5415/CONT, is 4' O.G. 38 PRUNUS LAUROGERASUS 'OTTO LUYKEN' 'OTTO LUYKE:N' LAUREL 38 PRUNUS LUSITANICA PORTUGAL LAUREL 15'-18' 14T., 5415/CONT. * 6' O.G. I:o-i PRUNUS LAUROCERASUS 'ZABELIANA' ZABEL LAUREL 15'-18' HT., 545/CONT. sT 6' O.G. 8 RHODODENDRON 'ANNA KRUSCHKE' 'ANNA KRUSCHKE' RHODODENDRON 18'-21' HT., 545/CONT. 6 4' O.G. 2 SYRINGA RETICULATA 'IVORY SILK' 'IVORY SILK' JAPANESE TREE LILAC 5'-(o' HT., 545 Oro VIBURNUM DAVIDII DAVID VIBURNUM 2 GAL. CONT. e 2 1/2' O.G. 81 vIBURNUM PLICATUM TOME:NTOSUM DOUBLEFILE VIBURNUM I GAL. t 5 GAL. GONT, e 4' O.G. 225 NATIVE MIX EQUAL QUANTITIES OF: GAULTI-IERIA SHALLON SALAL i GAL. CONT. 6 3' O.G. 1 1AHONIA NERVOSA LONGLEAF MAHONIA I GAL. CONT, g 3' O.G. POLYSTIGHUM MUNITUM SWORD FERN I GAL. CONT, a 3' O.C. 25-'NELLERI' HOLLY -- a 3' O.G. i %'!!oapt.f000 NATIVE 1"f I X PLANT 's 3' O.C., CLUSTERING LIKE VARIETIES IN GROUPINGS OF 3-1, THE FOLLOWING=: SALAL LONGLEAF MAHONIA EQUAL QUANTITES SWORD FERN 32-'NELLERI' HOLLY -- a Il-BIRDS NEST- _ SPRUCE 'a 4' O. 9-DWARF BURNING BUSH tv 4' O.G. GROWN (o' ABOVE --- TOP OF CURB 12-5IRDS NEST -- SPRUCE g 4' O. 18-'NELLERI' HOLLY ,/ 0 3' O.G. ;, SIN r .. . �1wO,iO�,l.O U S 12' HT. BERM 14-5IRDS NEST SPRUCE g 4' O.G. -1-DWARF BURNING ---5t15H 4' O.C. - I1- E UROPE AN HORNBEAM 12' HT. BERM 19-BIRD5 NEST------' ° ° SPRUCE a 4' O.C. ° ° _ o 0 ° to -DWARF BURNING ° BUSH a 4' O.G. 12-5IRD5 NEST---------, • ----- .SPRUCE a 4' O - ° IS-'NELLERI' HOLLY 3' O.G. - —12' HT. + + + BERM ++ + + �00 00 00 00 00 00 00 00 0 0 = o o -o 0 0 0 0 -- - 5-WESTERN RED CEDAR 11-PORTUGAL LAUREL 135-NATIVE MIX g 3' O.G. I1-FRASER PHOTINIA (SEE LIST ABOVE a 6' O.G. 30-'5PRINGWOOD WH I TE HEATHER 2' O.C. 28-5IRD5 NEST___ ° SPRUCE a 4' O.C. m ►.I 0 0 r. M a,awm I Cali �RBAIM WIDTH VARIES REFER TO PLAN FINISH GRADE (INCLUDING BED MULCH) 3' MIN.; REFER TO PLAN FOR SPECIFIC 2' O SHRUB — - BERM k CROWN HTS. BEDS, FLUSH -_ -• - - - • LAWN AREA SUB -BASE MATERIAL ASPHALT PAVING NATIVE SOIL CONCRETE CURB OR TOPSOIL FILL - REFER TO ADJACENT PAVEMENT SPECIFICATIONS FOR SOIL TYPE NOTE: GENERAL CONTRACTOR SHALL REMOVE EXCESS ASPHALT PAVEMENT AND SUB- BASE MATERIAL DOWN TO NATIVE SOIL. PARKINQ ISLAND PLANTER DETAIL CROWI TOP c NOTES 1. ALL PARKINIG LOT ISLANDS TO BE CROWNED 6' ABOVE TOPS OF ADJACENT CURBS OR PAVEMENT, UNLESS OTHERWISE SPEGIFICALLY INDICATED ON PLAN (SEE DETAIL ABOVE). 2. PLANT LIST QUANTITIES ARE SHOWN FOR REFERENGE ONLY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES IN LIST WITH ACTUAL PLAN CALL -OUTS, AND INSTALLING PLANTINGS PER THE LANDSCAPE PLAN. GROUNDCOVER QUANTITIES SHALL BE ADJUSTED AS REQUIRED FOR FIELD CONDITIONS AT THE SPECIFIED SPACING. 3. TREE CALIPER MEASUREMENTS SHALL BE TAKEN AT DBH (DIAMETER - AT -BREAST -HEIGHT ), WHICH SHALL BE 4 1/2' ABOVE THE TOP OF THE ROOTBALL. � 6' ABOVE >F C_UR5 -- --- 4-DW RF BURNINGBU H g 4' O.G. --12 ' HT. BERM 30-'SPRINGWOOD WHITE' HEATHER 6 2' O.C. -- °—3-1-DWAR BURNING ° BUSH IS 4' O.G. 0 16 o ° - CROWN 6' ABOVE -12" HT - TOP OF CURB— BERM o° 00 00 00 00 00 00 o o o—o 0 0 — II-PORTUGAL LAUREL 6O.C. I1-FRA5ER PHOTINIA- g 10-EUROPEAN HORNBEAM NORTH 20' 10' 0 20' 40' SCALE: 1" = 20' RECEIVE STATE OF ASHNGTON MAI 2 8 19 36 EGi ED C LAND 4►pE CHITECT DEVE,urrvl�IV I P NNI 4 `• ,_-- - crry0F RENI DN Jeffrey Glander col" No. 405 L W v C 0 .U) .j L O c In O cr_ Q 0 � ) to 0)� o 3 v _ a� •0 U Q mr Z 0 O Z Z O a) Z 2 Q c CC Q Z O uj 111611111111 D cc 0 F 4-) 0 H N Gp U� a F� t� a� s.I QU n w M��--1 d W �/\J h� 0 Q) CC) N a. y c� �Wn U n � hil V 1 VL � s o c o Q ' J m co NOv sheet 0 z L-1 Q __j of 1 _C, U rxT VII -)IU I IVU VIINYL rRHMG INJ VLAI GU WINDOWS METAL NORTH ELEVATION WEST ELEVATION I/8"= I'- o" W N (D c I z O � LLJ O U cD :D r` � (� Z r` 0 0) Ztr z UO 0 ZZ U O0M W U cr U Q m Q z z o 07 o N �3 Q Qz — O WZ _ � �o O� Q Q °° w J a � ~ Q O N N V7 cr- 1y, 11 Ay. o .e.. 2 - •� T.w , 'i RAY . - D SHEET MAY 2 s 1996 Al DEVELC,t,G.W+�` PLANNING w CITY OF RENTON o a OF 7 SOUTH ELEVATION EAST ELEVATION ixtr-n U' DEVE�Di' �'Wi-iNING } CITY OF RFNTON I i I i z 0 w cn O U (D zti oG) M za� Qo Z up O zz U 00 M w U � Cr D Z U z z 0 _ o o cn U) �- oQ (D a 3 Q z o 0�z �y = 0 o LL CO 0 �- Qmw a� 0 QN N LL r� V z 0 a J W SHEET ILJ - A2 N OF 7 n C 14-6" 14-2" 6 - O" 1'4" 6 - 6" 8 = 6" _ 28 L O" 8' 6' 10=0" 10, 0" 1316 LOWER FLOOR SCALE 1/4'= 1' O" i z 0 w cn 01-1 U cD :D re z r' orn Qo zoo 0ZZ U 00 M In U cr Z U Q m Q U) Z z 0 0 — 0 � a a 3 Qz — o cr z _ o o ~ m W cr >Q w a Q 0 N D N Pr //� `J ree.lE® w A 3 1996 Q " o F 7 r �NN1NG pEV C �V.°UF ��NTON --- - — -- ---- --- 116 0" 8'-0" 100=0" 8�0'' 14�6" 14'4" 24'-4" 24'- 2" 7' 4" 414" 1110" 0 VOID co 0 0 M CLASSROOM CLASSROOM LIBRARY CONFERENCE / OFFICE 3/O RECORDS STORAGE "-' up O 12'x 12" COL 12"x12' COLUMN O / 6040 O 31104 _- --_ - - 3/0 3/0 = 3/0 3/03/O ---- - 3/0 3/0 All S, o O _ O fl- -1 3/O M N t0 -� 24!6" 500" 24'- 6'' All--- 0 O M L, 0 ILL -4 - O 0 -, Lf) o 0 M w 0 121"x 12" z ti COLUMN J - -TYP- O z 0 J m = 3/0 3/0 cn T O c 0 '0 0 F _ 0 z O 3/0 D 3/0 U N 0 0 0 O O q IT O 0 �- M7 LANGER HALL rn 0 i o 0 0 o — J O O NM M 0 0 0 0 O n e-1 O_ 0 O N N I 13JO Llw 3/0 0 3/O O O 3/O B O MATCH LINE -� A .0 — _LOWER FLOOR SCA LE 1/4"- P. 01' I I z 0 w 0 �n 1= U QY z r- orn ZO Z� oZZ U 00 ro � W U � cr U QM W ,Q V J Z Z — O (D (n a 3 Q z 0 0 z Q Q m w 4- F- QLo 0 N N L.L //� \J W z Q J CL cr O O J LL w 3 0 J SHEET 4 r:�96 A 4 rNNINO' a N O F 7 pEv C1 N'Or ��N10N 8' oll 8=6" 11 C- 0" 100'- 0', 8 6 " 83' 0" 34 ' 0 ' 15 O" 34� O" 6! 02' 0' 11' 0° 2 0" 6' 0" rl., c z 0 W U) O U c� zti oG) Z �o cr O zz U oo _ Lr) w U Ct U Q m Q Z z 0 0 — U O c� cn o 3 a Q z — o w z �� yy D of = � H Z oz QQ mLLJ o ~ Q N N to V SHEET �nr3{dINC' w CITY 6�TON N OF OF 7 'N o loo' o " I V) i i z 0 U) CL 0 U co zti 00) Zo za U Q zz U o0M LoW U Ir I U Q m Q U) z z 0 0 — O �- � to oa Q3 Qz — o Xz _ � F-P QQ mw Q 0 N N rD V SHEET 2 �sss A7 :,;� NNING Q N O F 7 � o CITY OF RENTON 1 0 0 9 81 0' O M c0 i t0 0 0 0 _In 0 _� O 0 _i In to d' a LL1 o� c9 Z �C 0 O c ,LL to o C m Oa ti > M F O OI' O 0 O r- 3; 6` 3/0 5� 4" =JA c0 cD CRY ROOM �n N O N 0 ao M 36'- 0" 28 0 36'- 0 10020' 15' 8 — t5-8.. 5,4.. 3/0 326,. EDGE OF BALCONY ABOVE `l ELEVATOR SHAFT —VERIFY DIMENSIONS WITH MANUFACTURER- 2 O 0 IT O Lo 3/O h N MATCH LINE 0 to 0 0 M IT O DE tD tD I 0 O 0 -1 rn I I z O c w � j I CRY ROOM ° _co N q Lo N O Lo � /O 3 mi C RF(-'=" co MAW DEVtb.,,r LOOR OFRENTON CALE I/4"r 1'- O' �I U � Ly Z ~ O0 n Z� ao z UO O ZZ U o0 r')o w Ucr Z U MQ W !Q V / `J H z z 0 O O ~ co a3� a Qz — o �z _ �o QQ 3 mw > w acr F- > Q 0 N N SHEET A6 W . Q N OF 7 0 11 I 3 m U V w I ,Q co a co t LnM� o o z i I I 0 cn v � o 11 w w co a CD Ln LD • o o z m rn I CITY OF RENTON LOT L NE ADJUSTMENT SECTION 31 , T023 N09 R05 E., W.M. co 7 in FXI ;TI�J� P n T� n' 0 94 A o� g o �Oa 9 1308 IS' NBB'26'48'w 2616.36' c S. 1/4 CORNER SEC. 31-23-5 (PER ROS) CASED MON W/ BRASS CAP W/ CROSS CONC. MON W/ 3/8TH CDPPER PIN SE CORNER SEC. 31-23-5 (PER ROS) 1308.IS' z • A2" W 1o2.g5, CITY OF RENTON SURVEY CONTROL MON #225A INTERSECTION S.E. 192ND ST & 99TH AVE S.E. (PER ROS) SURVEYOR'S CERTIFICATE ISADLERIBARNARD This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Survey Recording Act at the request of: GURUDWARA SINGH SABHA AREAS LOT 1 130689.35 SO FT 3.00 ACRES LOT 2 29201.48 SO FT 0.67 ACRES LOT 3 109041.44 SO FT 2.50 ACRES BASIS OF BEARING RECORD OF SURVEY RECORDED UNDER AUDITORS FILE NO.9409229002 EQUIPMENT USED TOPCON GTS 3C TOTAL STATION HP-48GX DATA COLLECTOR PROCEDURE USED FIELD TRAVERSE & ELECTRONIC DATA COLLECTION LEGEND C4 MONUMENT FOUND THIS SURVEY • FOUND PROPERTY CORNER AS INDICATED X CHAIN LINK OR WIRE FENCE — ❑ WOOD FENCE 777rrr777, BUILDINGS (ROS) RECORD OF SURVEY NO. 9409229002 in May , 1996 Edward L. Barnard P.L.S. 10708 & ASSOC. INC. LAND SURVEYING PLANNING & PLATTING 31218 PACIFIC HIGHWAY SOUTH FEDERAL WAY, WASHINGTON 98003 PHONE: (206) 941-1599,927-8884 FAX: (206) 941-0869 107 ! DCPIRES 04/ 16/97 SURVEYED FOR: GURUWARA SINGH SABA OF WASHINGTON 5212 TALBOT RD . S . RENTON, WA 98328 Plotted:Jan 27, 1997 LUA-96-061—LLA LND-30-0145 GRAPHIC SCALE 1"=60' 0 60 120 ISO RECEIVED JAN 2 9 1997 BUILDING DIVISION -9&-ow AUDITOR'S CERTIFICATE ........................... Filed for record this ...... day of .......... 19.... at .....M., in Book ........ of SURVEYS at page ........ at the request of Mgr. Supt. of Records SE 1/4, of the SE 1/4, Sec. 31, Twp .23N ., R 5 E ., W.M. KING COUNTY. WASHINGTON DWG. BY: DATE: JOB NO.: E.T.B. 5/20/96 96-11 CHKD . BY' SCALE: SHEET E.L.B. 1 "=60 ' 1 OF Ui 3 C GCTI � Q F- w Q m mil � Lo �I 0 z I E 3 II �v U xa di m CC ,IW Go o ou_ in o 40' CITY (D v Ln FND REBAR & CAP / LS# 18094 EXISTING HOUSE TO BE REMOVED SHED TO BE REMOVED I � I 01 0 5 Fi I �1 ", -- Q S88'26'48"E 520.03' LOT LINE ADJUSTMENT 31, T.23 N., R-95 E., W.M. PROPOSED LOT LOT "A" 268932 SO FT ffREMA 6 . 17 ACRES o i UEXISTING vLDING BE REMOVED i----------- ----------- ao m \I FND REBAR & CAP co o LS# 18094 • o o . TO BE --a- 12 0.08 'S N88'26'48"W 200.01' -------------------------------------------------------- ------------- • FND REBAR & CAP ------ FNO REBAR & CAP o LS# 18926 PRIVATE INGRESS -EGRESS & UTILITY EASEMENT LS# 18926 0 RECORDED UNDER A.F.N. 9701060691 IN FAVOR OF LOT 2, CITY OF RENTON SP NO. 068-87 w A.F.N. 8806219005. (MARTZ PROPERTY) co m m LO JL N88'26'48"W 462.04' FND REBAR & CAP LS# 18094 TO BE 0.10 'S & 0.02 'E p J� COMBINED LOT ADDRESS: 5212 TALBOT ROAD SOUTH RENTON, WASHINGTON 00 NO t. F .4 CONC. MON W/ 3/8TH COPPER PIN > - SE CORNER SEC. 31-23-5 (PER ROS) 1308.18' i N2� 1308.18' NBB'26'48'w 2616.36' S. 192ND ST. .52' a2" w 5l2 1p2 a5 CITY OF RENTON SURVEY S. 1/4 CORNER SEC. 31-23-5 (PER ROS) CONTROL MON #2 CASED MON W/ BRASS CAP W/ CROSS INTERSECTION S..E.. & 99TH AVE S E . (PERER R05) SURVEYOR'S CERTIFICATE This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Survey Recording Act at the request of: GURUDWARA SINGH SABHA in May, 1996 Edward L. Barnard P.L.S. 10708 SADLERIBARNARD &ASSOC. INC. S B LAND SURVEYING PLANNING & PLATTING 31218 PACIFIC HIGHWAY SOUTH ZA FEDERAL WAY, WASHINGTON 98003 PHONE: (206) 941-1599,927-8884 FAX: (206) 941-0869 BASIS OF BEARING FECORD OF SURVEY RECORDED UNDER AUDITORS FILE N0.9409229002 EQUIPMENT USED TOPCON GTS 3C TOTAL STATION HP-48GX DATA COLLECTOR PROCEDURE USED FIELD TRAVERSE & ELECTRONIC DATA COLLECTION LEGEND e MONUMENT FOUND THIS SURVEY 0 SET REBAR & CAP LS# 10708 • FOUND PROPERTY CORNER AS INDICATED X CHAIN LINK OR WIRE FENCE —0— WOOD FENCE �rrrTrn BUILDINGS (ROS) RECORD OF SURVEY NO. 9409229002 S88'26'48"E 527.19' SURVEYED FOR: GURUWARA SINGH SABA OF WASHINGTON 5212 TALBOT RD. S. RENTON, WA 98328 PlottectMon Oct 28 08:43:12 1996 N88'26'48"w 375.16' LUA-96-061-LLA LND-30-Oi45 GRAPHIC SCALE 1"=60' 0 60 120 180 -qb -66 ( AUDITOR'S CERTIFICATE ........................... Filed for record this ...... day of .......... 19.... at .....M., in Book ........ of SURVEYS at page ........ at the request of Mgr. Supt. of Records 1/4, of the 1/4, Sec. Twp . N ., R E ., W.M. KING COUNTY, WASHINGTON DWG. BY: E.T.B. DATE. 5/20/96 1 JOB NO.: 96-115 CHKD. BY: E.L.B. I SCALE: 1 ''_60 ' I SHEET 2 OF 3 DECLARATION: Know all men by these presents that we, the undersigned owner (s) [and contract purchaser (s)] of the land herein described do hereby make a lot line adjustment and declare this lot line adjustment to be the graphic representation of same, and that said lot line adjustment is made with the free consent and in accordance with the desires of the owner (s). In witness whereof, we have set our hands and seals. Name.................... .......................... Name ACKNOWLEDGEMENTS STATE OF WASHINGTON COUNTY OF KING ................. •Name ........................... Name On this .... day of .............. . 1996, before me, the undersigned, a Notary Public in and for the State of Washington duly commissioned and sworn, personally appeared........................................ ................................... to me known to be the parties that executed the foregoing instrument, and acknowledged the said uses and purposes therein mentioned Witness my Hand and Official Seal hereto affixed the day and year above written .......................................... NOTARY PUBLIC in and for the State of Washington Residing in ................................ My Appointment expires ..................... APROVALS Examined and Approved this ...... day of 1996 .......................................... City of Renton Administrator of Planning/Building/Public Works Dept. Examined and Approved this ...... day of ..................... .1996 .......................................... King County Assessor SURVEYOR'S CERTIFICATE This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Survey Recording Act at the request of: GURUDWARA SINGH SABHA in May, 1996 Edward L. Barnard P.L.S. 10708 EXISTING LEGAL DESCRIPTIONS LOT 1 The West 520 feet of that portion of the North 60 feet of the South 10B6 feet of the Southeast quarter of the Southeast quarter of Section 31, Township 23 North, Range 5 East, W.M„ in King County, Washington, lying easterly of the easterly margin of County Road No. 80 and the westerly 1047.16 feet of that portion of the North 95 feet of the South 1026 feet of the Southeast quarter of the Southeast quarter of Section 31, Township 23 North, Range 5 East, W.M„ in King County, Washington, lying easterly of the easterly margin of County Road No. 80; LOT 2 The North 146 feet of the South 931 feet of the West 240 feet of the Southeast quarter of the Southeast quarter in Section 31, Township 23 North Range 5 East, W.M., in King l;ounty, Washington; EXCEPT the West 30 feet for County Road; SITUATE in the City of Renton, County of King, State of Washington; EXCEPT the West 10 feet thereof as recorded under King County Recording No. 8711180707; TOGETHER WITH and SUBJECT TO any easements, reservations, or restrictions of record. LOT 3 LOT i, RENTON SHORT PLAT No. 068-87, Recording No. 8806219005, said short plat described as follows: The North 236 feet of the South 931 feet of the East 837.16 feet of the West 1077.16 feet of the Southeast quarter of the Southeast quarter of Section 31, Township 23 North, Range 5 East, W.M., in King County, Washington; TOGETHER WITH a non-exclusive easement for the ingress and egress, drainage and utilities over the North 25 feet of the South 931 feet of the East 210 feet of the West 240 feet of the Southeast quarter of the Southeast quarter of the said Section 31; TOGETHER WITH a non-exclusive easement for the ingress and egress, drainage and utilities over the North 15 feet of the South 946 feet of the East 1047.16 feet of the West 1077.16 fefit of the Southeast quarter of the Southeast quarter of Section 31, Township 23 P4orth, Range 5 East, W.M., in King County, Washington. SUBJECT TO reservations contained in deed executed by Northern Pacific Railroad Company, Et Al, recorded October 22, 1883 under Auditor's File No. 3247. SUBJECT TO easement for ingress - egress, sewer, drainage and utilities affecting the North 15 feet of the above described property, recorded October 25, 1966 under Auditor's File No. 6099140. SADLERIBARNARD & ASSOC. INC. LAND SURVEYING PLANNING & PLATTING 31218 PACIFIC HIGHWAY SOUTH FEDERAL WAY, WASHINGTON 98003 PHONE: (206) 941-1599,927-8884 FAX: (206) 941-0869 LUA-96-061-LLA LND-30-0145 LEGAL DESCRIPTION LOT "A " The West 520 feet of that portion of the North 60 feet of the South 1086 feet of the Southeast quarter of the Southeast quarter of Section 31, Township 23 North, Range 5 East, W.M., in King County, Washington, lying easterly of the easterly margin of County Road No. 80 and the westerly 1047.16 feet of that portion of the North 95 feet of the South 1026 feet of the Southeast quarter of the Southeast quarter of Section 31, Township 23 North, Range 5 East, W.M., in King County, Washington, lying easterly of the easterly margin of County Road No. 80; TOGETHER WITH; LOT i, RENTON SHORT PLAT No. 068-87, Recording No. 8806219005, said short plat described as follows: The North 236 feet of the South 931 feet of the East 837.16 feet of the West 1077.iS feet of the Southeast quarter of the Southeast quarter of Section 31, Township 23 North, Range 5 East, W.M., in King County, Washington; TOGETHER WITH a non-exclusive easement for the ingress and egress, drainage and utilities over the North 25 feet of the South 931 feet of the East 210 feet of the West 240 feet of the Southeast quarter of the Southeast quarter of the said Section 31; TOGETHER WITH a non-exclusive easement for the ingress and egress, drainage and utilities over the North 15 feet of the South 946 feet of the East 1047.16 feet of the West 1077.16 feet of the Southeast quarter of the Southeast quarter of Section 31, Township 23 North, Range 5 East, W.M., in King County, Washington. SUBJECT TO reservations contained in deed executed by Northern Pacific Railroad Company, Et Al, recorded October 22, 1863 under Auditor's File No. 3247. SUBJECT TO easement for ingress - egress, sewer, drainage and utilities affecting the North 15 feet of the above described property, recorded October 25, 1966 under Auditor's File No. 6099140. TOGETHER WITH the North 146 feet of the South 931 feet of the West 240 feet of the Southeast quarter of the Southeast quarter in Section 31, Township 23 North Range 5 East, W.M., in King County, Washington; EXCEPT the West 30 feet for County Road; SITUATE in the City of Renton, County of King, State of Washington; EXCEPT the West 10 feet thereof as recorded under King County Recording No. 871l iBO707; TOGETHER WITH and SUBJECT TO any easements, reservations, or restrictions of record. SURVEYED FOR: SURVEYED FOR: GURUWARA SINGH SABA OF WASHINGTON 5212 TALBOR RD. S. RENTON, WA 98328 AUDITOR'S CERTIFICATE ........................... Filed for record this ...... day of .......... 19.... at .....M., in Book ........ of SURVEYS at page ........ at the request of Mgr. Supt. of Records 1/4, of the 1/4, Sec. Twp. N., R E., W.M. KING COUNTY, WASHINGTON DWG . BY: E .T .B . DATE: 5/20/96 JOB NO.: 96-115 CHKD . BY: E.L.B. SCALE: 1 "=60 ' SHEET 3 OF 3 IT- VICINITY MAP 'AT FAFK 5o,ALE: I" = 2000' ' Yam` �-'!-_; � V � :. • .; • `� � _ i � `-�--_ _ ' � \ � � I - low 74 1 I I I I I 1 \ 1 1 l l fNETWD B i I \ — ( 1 t + , I - , , • —WETLAND A WE BUFfE t ( l VET i ', ` ► I :1 I I >z LA Z t L ~ y 1 A � "�«.� 1 v i` x 1T•T" i C • x ... a�.a S 9 r Y x 34M Y 7' ST IRE y CC8'a 31 e SE C N 1 N E i► r 4 86T11 SE ISM S in" ST I TMST C Y ISM .. < W111 iT SE c Y um ST i� ISM R x � Q T INIMRC�rTus i n i - - E - 192M0 - ST Sw I %TN ST Z NU ; . Q L S I" ---_ - Jr IT � tt r s 19QT11 ST n F� ' ` � s' ISM ST �_;-' _ � S � SE � 7T" ST '1 6 _ 199TH ,+ I I 200TH ST 5 x ST S;o'� : ,AD ST a a ►� PAN - C SE 2 - - - ST I x s C ti AMPS ST $T ,f N ; mi. 2 ----- AWN,* 6T" /L wE j.[ $ 1 208nw Sf Eo20)TM ST- ,( WT. " ` ' i a �., Y = r� y � S 209TN SE Ir 208TH ST - T 1�6 5T _ r Y c toeoo Y " -- io'EH`",�� o' S <' ~' a LA:Y SE or" . PlNSE �,211T" ST dF u SE i 0T" x SE 21 K F P - — S 212TH ST ` z12TH 5T E x ''� NLI I ROPOSE BUILDINGS 11 l i R Pos D LV T 1, ` 1 I I I CANDIDATE LIST OFFLANT SFECIES + I P � • '1 11 GROUNDCOVERS -`r DECIDUOUS TREES GOALS AND 05JECTIvES GOAL 1 GOAL 2 GOAL 3 To replace wetland acreage and functions lost to filling of approximately 56W To restore the approximately 11,200 square feet of previously filled forested To restore the previously cleared 25-foot buffer strip associated with the square feet of Category III emergent wetland. wetland. wetland/stream along the north property line. OBJECTIVES OBJECTIVES OBJECTIVES 1. Create approximately 11,300 square feet of emergent and scrub -shrub 1. Excavate the approximately 11,200 square feet of previously filled wetland 1. Plant the restored buffer area with native plant species which are both wetland (2:1 replacement -to -loss ratio). area to its original grade (or slightly lower) to enhance natural drainage conducive to the establishment of a forested community and beneficial to 2. Integrate the created wetland with the restored and existing wetlands on the retention. wildlife. site to create a single contiguous wetland system. 2. Plant the restored wetland area and its buffer with native plant species which 2. Incorporate habitat features (e.g. snags, down logs, and nesting and roosting 3. Provide wetland hydrology appropriate for each wetland vegetation cover are both conducive to the establishment of a forested community and boxes) into the restored buffer. type created. beneficial to wildlife. 3. Provide a visual screen between the proposed development and the 4. Create a mitigation wetland area that has greater plant species and structural 3. Incorporate habitat features (e,g. snags, down logs, and nesting and roosting residential development located to the north of the site. diversity than the wetland to be filled. boxes) into the restored wetland and its buffer. 5. Incorporate habitat features (e.g. snags, down logs, and nesting and roosting 4. Integrate the restored wetland with the created and existing wetlands on the boxes) into the created wetland and its buffer. site to create a single contiguous wetland system. SECTION THfROUGH 1" 1 I T IGAT I ON/fRE STORAT I ON AREA 1 WETLAND MITIGATION PLAN 5GALE: I" = 30' GENERAL NOTES 1. For wetland mitigation area calculations, see Figure 6 in the Wetland Delineation, Mitigation and Restoration Report. 2. This plan is conceptual only and should not be used for construction. 3. Site plan information was supplied by Sega Engineers and Washington Design Services. 4. Topographic information was supplied by Sadler Barnard and Associates. 5. This drawing is an attachment to the Wetland Delineation, Mitigation, and Restoration Report prepared by Talasaea Consultants. 6. See civil plans for site grading and drainage. i. See landscape plans for site landscaping. S. See architecture plans for building and parking design. • Scientific Name Common Name WL Status • Acer cirrinstum Vine Maple FAC- Acermacrophvllum Big -leaf Maple FACU • Betide papyrifers Paper Birch FAC • Corylus cornuta Hazelnut FACU Populus trichocaMa Black Cottonwood FAC • PPJvus fusca Western Crabapple FACW • EVERGREEN TREES Scientific Name Common Name WL Status • Picea sitchensis Sitka Spruce FAC �i Pseudotsuga menziesii Douglas Fir FACU • Thuja plicato Western Fed Cedar FAC • LARGE SHRUBS Scientific Name Common Name WL Status Holorii:scus discolor Ocean Spray NL Physocarpus capitatus Pacific Ninebark FACW- salixscouleriana Scouler Willow FAC Sambucus nwemoss Red Elderberry FACU SHRUBS Scientific Name Common Name WL Status Cornus stolonifers Red -osier Dogwood FACW Mahonis aquifolium Shining Oregongrape NL Rasa pisocaMa Clustered Rose FAC Rubus pal norus Thimbleberry FAC- symphoricarpos albus Snowberry FACU 5GALE: HORIZ. 1" = 10', VERT. 1" = 5' Zi l , r✓,. l[ J�'`�'•r`r , ,lam '`'��1lif , i '. �, � ` . �/� -" � r� ,� � � - . � G'� • � - j � ,-� �,� � , , ,� (�t � • i � pig '(�L� - ;, r L N ` �t .. �: ', � ./� �•' /} fS �r�� r i � i ' c. r � '� i +T� t yR f�s� � / G' ` � , ' ��%�� L ii , / �. er ., � - ' � (� 'j � /�] y%i r jnJ� ' < ` ` F r:n''• �. - `e- . .r7,,e (, ` ' ' . _ c� (� �/ � Lyv�p F ` C //! •� c /, �? / ?= �'( < ,� 6 rry fr / -� •�.j7 4_/ < .. ��,�wwJJ•..0 •r `� 1. J �M ``y ` �• r V•'�• - —J / 1 `� Q:,.: 1•�.'�/ Q" �. i .r •r 1 i ,J .� �., -� � ri ,, �, p��n/'• -'%J,,.' i� •�<^ I �,;�Z .1 ' � • n r I - �� ^' •� � 27- _rt i� F . � ��! � i >... !�'/r � w f'-•Z _ ..; J ,7. :1',.•L1'� '1 ` I �� li I �;1!Atl �„ N:�✓. ��': •� <. 1 jj II t II,,•i-1+-.,y - F •r /. i �Tn ' -/ ✓ �'I� - _ rl I I I 1 , I l -• , f . �1 '+ ` ` ""`�- } - r r , .... �' _ �• r !' ry Jjli- I I IIW UlJ 4 Imo' - I > _ / � ✓�A�'1"'�`.ail f �ir.�M�� i \41r{/ !i !! � OUTLET CULVETKT �\ \ `�� `\% \��/�`� ��� �`� ti PROPERTY LINE —1 EXISTING WETLAND XY LEGEND Scientific Name - Common Name WL Status Athwium fillx-femina Lady -fern , FAC Gaultheria shallop Salal FACU Heracleum lanatum Cow Parsnip FAC+ Polystichum munitum Sword Fern FACU / EMERGENT PLANTINGS Scientific Name Common Name WL Status { ' ` � Carex obnupta Slough Sedge OBL l 4 �' t �,` Lysichitum americanum Skunk Cabbage OBL t 4 14 ' ' '4 Rorippa nasturtium- True Water -cress OBL .. 1 4 } t. 4 aquaticum `• Sagittaria latifolia. Arrowhead OBL 1 1' 1 scirpus acutus Hardstem Bulrush OBL Scirpus micrnaaMus Small -fruited, Bulrush OBL t , +4 I� ` WETLAND AND STREAM SEED MIX Scientific Name Common Name WL Status Agrustis stolonifera var. Creeping Bentgntu FACW paAlsms Alopecurus arundinaceus Creeping Foxtail FAC Deschampsis cespitasa Tufted Hair -grass FACW Festuca rubra Red Fescue FAC Juncus tennis Slender Rush FACW- BUFFER SEED MIX Scientific Name Common Name WL Status Achillea millefolium Common Yarrow FACU Anaphalis margarrtacea Pearly -everlasting NL Aster chilensis California Aster FAC Epilobium angustifolium Fireweed FACU+ Festuca idahoensis Idaho Fescue FACU — — — — — — — — — EXISTING WETLAND BOUNDARY —__---- POST -DEVELOPMENT WETLAND BUFFER EXISTING CONTOURS • EXISTING DITCH/STREAM — Z10 :'ROPOSED CONTOURS '.- EXISTING EVERGREEN TREE EXISTING DECIDUOUS TREE PROPERTY LINE HABITAT FEATURE (SNAG WITH NESTBOX, BATBOX, OR DOWN LOG) SECTION THROUGH STREAM BUFFER 5GALE. HORIZ. I" = 10', VERT. I' = 5' Qev CI . OF INC&P !o _ r J ` ,. •I J ' PROPERTY LINE — ENTRY DRIVE 25' WETLAND BUFFER WETLAND B LANDSCAPED AREA -ORIGINAL STREAM CHANNEL B-B' Date 4-1/-9b Scale Designed 50, AO Drawn AO Checked 50 Approved Project # TAL 224 A -A Sheet # SHEET INDEX C 1 SHEET INDEX PLAN C2 DEMOLITION AND TESC PLAN C3 ROUGH GRADING PLAN C4 SITE CROSS SECTION PLAN C5 EROSION CONTROL DETAILS PLAN C6 STANDARD NOTES TOPOGRAPHIC SURVEY PROVIDED BY: ,ADLER BARNARD & ASSOCIATES, INC. 31218 PACIFIC HIGHWAY SOUTH FEDERAL WAY, WA 98003-5496 (206) 941-1599 BASIS OF BEARING RECORD OF SURVEY RECORDED UNDER NUMBER 9409229002. IN BOOK 100 OF SURVEYS AT PAGE 90. VERTICAL DATUM CITY OF RENTON. R.R. SPIKE 3.6' UP FACE OF POWER POLE #316086 WEST SIDE OF TALBOT ROAD STATION 114+35. ELEV. = 137.85' (NAVD88) EQUIPMENT USED TOPCON GTS 304 TOTAL STATION / HP-48GX DATA COLLECTOR PROCEDURE USED FIELD TRAVERSE & ELECTRONIC DATA COLLECTION VICINITY MAP I k 1 (167 PROJECT SITE G LEGAL DESCRIPTION: THE WEST 520 FEET OF THAT PORTION OF THE NORTH 60 FEET OF THE SOUTH 1086 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EA`.T, W.M IN K;NG COUNTY, WASHINGTON, LYINC, EASTERLY OF THE EASTERN MARGIN OF COUNTYROAD NO. 80 AND THE WESTERLY 1047.16 FEET OF THAT PORTION OF THE NORTH 95 FEET OF THE SOUTH 1026 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING EASTERLY OF THE EASTERLY MARGIN OF COUNTY ROAD NO. 80. TOGETHER WITH; LOT 1, RENTON SHORT PLAT NO. 068-87, RECORDING NO. 88062195005, SAID SHORT PLAT DESCRIBED AS FOLLOWS: THE NORTH 236 FEET OF THE SOUTH 931 FEET OF THE EAST 837.16 FEET OF THE WEST 1077.16 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. IN KING COUNTY, WASHINGTON. TOGETHER WITH A NON-EXCLUSIVE EASEMENT FOR THE INGRESS AND EGRESS, DRAINAGE AND UTILITIES OVER THE NORTH 25 FEET OF THE SOUTH 931 FEET OF THE EAST 210 FEET OF THE WEST 240 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SAID SECTION 31. TOGETHER WITH A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND DRAINAGE AND UTILITIES OVER THE NORTH 15 FEET OF THE SOUTH 946 FEET OF THE EAST 1047.16 FEET OF THE WEST 1077.16 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. IN KING COUNTY, WASHINGTON. SUBJECT TO RESERVATIONS CONTAINED IN DEED EXECUTED BY NORTHERN PACIFIC RAILROAD COMPANY, ET AL, RECORDED OCTOBER 22, 1883 UNDER AUDITOR'S FILE NO. 3247. SUBJECT TO EASEMENT FOR INGRESS, EGRESS, SEWER, DRAINAGE AND UTILITIES AFFECTING THE NORTH 15 FEET OF THE ABOVE DESCRIBED PROPERTY, RECORDED OCTOBER 25, 1966 UNDER AUDITOR'S FILE NO. 6099140. TOGETHER WITH THE NORTH 146 FEET OF THE SOUTH 931 FEET OF THE WEST 240 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER IN SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. IN KING COUNTY, WASHINGTON. EXCEPT THE WEST 30 FEET FOR COUNTY ROAD; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. EXCEPT THE WEST 10 FEET THEREOF AS RECORDED UNDER KING COUNTY RECORDING NO. 8711180707; TOGETHER WITH AND SUBJECT TO ANY EASEMENTS, RESERVATIONS, OR RESTRICTIONS OF RECORD. u GENERAL ENGINEERING NOTES (1) EXISTING UTILITIES AND UNDERGROUND STRUCTURES SHOWN ON THE PLAN ARE BASED UPON THE BEST AVAILABLE PUBLIC RECORDS AND/OR PRI`.'ATE RECORDS AS SUPPIIED BY THE PROJECT OWNER AND/OR DATA OBTAINED VERBALLY FROM OWNERS OR OFFICIALS ASSOCIATED WITH THE PARTICULAR UTILITY. NEITHER THE OWNER NOR THE ENGINEER GUARANTEE ACCURACY OR COMPLETENESS OF OF THIS INFORMATION AND ASSUME NO RESPONSIBILITY FOR IMPROPER LOCATIONS ON THE CONSTRUCTION PLANS. OTHER UNDERGROUND FACILITIES NOT SHOWN ON THE DRAWINGS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. ALL INVERT ELEVATIONS SHOWN ON THE DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. (2) IF CHANGED CONDITIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PROMPTLY OF (1) PREEXISTING SUBSURFACE CONDITIONS DIFFERING FORM THE THOSE INDICATED IN THE PLANS, OR (2) PREEXISTING UNKNOWN SUBSURFACE CONDITIONS, OF AN UNUSUAL NATURE, DIFFERING MATERIALLY FROM THOSE ORIGINALLY ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF THE CHARACTER PROVIDED FOR IN THE CONTRACT. THE CONTRACTOR AND/OR OWNER SHALL MAKE NO CLAIMS TO THE ENGINEER FOR RECOMPENSATION FOR EXTRA WORK RESULTING FROM CHANGED CONDITIONS UNLESS THE ENGINEER HAS APPROVED THE WORK IN WRITING. (WSDOT SEC 1-04.7) (3) THE CONTRACTOR SHALL CALL THE UTILITIES UNDERGROUND LOCATION CENTER FOR FIELD LOCATION OF ALL UTILITIES AND SHALL NOT BEGIN EXCAVATION UNTIL ALL KNOWN UNDERGROUND FACILITIES IN THE VICINITY OF THE PROPOSED WORK HAVE BEEN LOCATED AND MARKED. IF THE UTILITY IS NOT A SUBSCRIBER OF THE UNDERGROUND LOCATION CENTER THEN THE CONTRACTOR SHALL GIVE INDIVIDUAL NOTICE TO THAT UTILITY. (WSDOT SEC. 1-07.17 APWA SUPPLEMENT) (4) THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS AND EXERCISE SOUND ENGINEERING AND CONSTRUCTION PRACTICES IN CONDUCTING THE WORK. THE CONTRACTOR SHALL PROTECT EXISTING PUBLIC AND PRIVATE UTILITIES FROM DAMAGE DURING CONSTRUCTION. IF EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND THE ENGINEER. THE CONTRACTOR SHALL RESTORE THE UTILITY TO ITS EXISTING CONDITION. (WSDOT SEC. 1-07.17 APWA SUPPLEMENT). THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND THE METHODS OF CONSTRUCTION FOR DESIGNS SHOWN ON THESE PLANS. (5) WHERE THE PLANS CALL FOR UTILITIES TO BE RELOCATED BY OTHERS, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANY AND COORDINATE HIS WORK SO AS TO AVOID CONFLICTS. (6) ALL EXCAVATION, TRENCHING, SUBGRADE PREPARATION, FILL PLACEMENT, AND ALL SOIL WORK IN GENERAL SHALL BE CONDUCTED IN COMPLIANCE WITH THE RECOMMENDATIONS OF THE PROJECT SOIL ENGINEER AND THE CURRENT GEOTECHNICAL ENGINEERING REPORT. (7) ENGINEERING DESIGN AND APPROVAL FOR STRUCTURES SUCH AS WALLS AND VAULTS MUST BE PREPARED BY THE APPROPRIATE PROFESSIONAL ENGINEER AND IS NOT A PART OF THESE PLANS. (8) CONTRACTOR SHALL BE RESPONSIBLE FOR HIRING A PROFESSIONAL LAND SURVEYOR TO REFERENCE EXISTING MONUMENTS ON OR ADJOINING ESTABLISHED SAID POINTS AT PROJECT COMPLETION. THIS REESTABLISHMENT SHALL BE DOCUMENTED BY RECORD OF SURVEY OR SITE PREVIOUS TO DEMOLITION OR CONSTRUCTION AND TO RECORNER RECORD AS uESCRIBED IN W.A.C. 332-120. LEGEND a FND REBAR & CAP L.S. 118094 u FND REBAR & CAP L.S. # 18926 (ED POWER VAULT OR MANHOLE LJ POWER TRANSFORMER ® ELECTRIC DETER POWER POLE -a UTILITY POLE ►--- GUY ANCHOR STREET LIGHT PHONE OR CABLE PEDESTAL a� PHONE OR CABLE VAULT OR MH FIRE HYDRANT WATER VALVE r_I WATER METER O MANHOLE -SEWER OR DRAIN STj Cs� MANHOLE -DRAIN OR SEWER CATCH BASIN OR INLET YARD DRAIN OR DRY WELL SEWER CLEAN OUT E-- - -- OVER HEAD ELECTRIC LINES X CHAIN LINK OR WIRE FENCE -- ---� - -.._ WOOD FENCE - - G-- GASLINE -ryry -- -- WATERLINE - -- - SD ---- - STORK DRAN -- S - - ---- SANITARY SI_WER ;�----= CULVERT -�- INFORMATION OR TRAFFIC CONTROL SIGN GAS METER GAS VALVE OR GAS LINE MARKER F RIGATION CONTROL OR VALVE IRRIGATION SPRINKLER vn r OF R tO�1NG THESE PLAN5 ARE "APPROVED" FOR 0ONFORMANOE WITH THE CITY OF RENTON ENGINEERING DIVISION'S REOUIREMENTS z r U V) , O Q rn w \ o (_3 \ V) Ln W at 0 p s~ � J co � � o co 40 o 4�11 ji Q) I— kln � 7 x - C`4 A-�W LIA z T NAL (EXPIRES: 3/12/q j Approved Date Appr r 1 r r � ;c • I ;f r -i Ind 12" DISCHARGE I PIPE EXISTING BUILDING TO BE REMOVED SAWCUT & REMOVE EXIST. PAVEMENT STABILIZED ROCK CONSTRUCTION ENT. SEE DETAIL EXISTING ROCKERY TO REMAIN EX. SIDEWALK TO REMAIN EX. CB & PIPE TO BE REMOVED PROVIDE CB PROTEC (TYP) FOR ALL NEW SEE DETAIL PROTECT EX. CB (TYP.) GRAVEL tIONE RISER LEGEND DHWOSE EXISTING CONIFER TREES DECIDUOUS TREES 0 0 0 0 0 CD REMOVE ROCKERY - — — — — — - LIMITS OF GRADING CATCH BASIN PROTECTION SILT FENCE -�- — SWALE -�- — — ROCK CHECK DAM SEE DE�AIL 6 STABILIZED CONSTRUCTION ENTRANCE Al[rw L _ \ �� REMOVE BUILDING REMOVE WETLAND CO DI L MANHOLE �� SIZT NC LIMIT OF GRADING,,'!' 1 W% 2 RISER W/ L (TYP.) ORIFICE OUTLET ISCHAGE� TO SD / — — — — — — — ----- — __ IN STR — ------ G AVEL DRIVE I TEMPORARY SLOPE' I f \ EXISTING ROCKERY TO BE REMOVED .0 BASE ti I ��`�----_---- -- — — — — — NBA., I �'p —•c �i:� I EX. SHED TO t \ 1 I BE REMOVED ) TEMPORARY INTERCEPTOR SWALE W/ ZL �(ROCK CHECK DAMS 0 50' O C. J SEE DETAIL REMOVE EX. PROPOSED BUILDING I I �i CONCRETE FOOTPRINT ( { \ IC-5 I BAST 43 EXISTING FENCE t f T 0 1/4 SEC 31 TEMPORARY SEDIMENT CONTROL POND (SHALL BE CONVERTED TO TO "DETENTION POND" FOR PERMANENT STORM RUNOFF TREATMENT AFTER SITE IS STABILIZED) SEDIMENT STORAGE = 2960 C LIVE STORAGE = 3800 CF T 23N R 5E \ _ TO BE REMOVED t t\ / w �' `■ EXISTING ROCKERY TO BE REMOVED ARE OVE EXISTING ' '; REMOVII EXISTING a ( CUOB (TYPICAL) CURB TYPICAL) PROPOSED RENCH DRAIN 0 �' ( 00 I c ic0 P I I I EXISTING BUILDING TO REMAIN �9 �Icb (S, a I _ ` _ �' PROVIDE CB PRO ECTION (TYP) FOR ALL NEW CB' -SEE DETAIL �t PROPOSED STORM j EXISTING BUILDING 1 ' t CONVEYANCE (TYP.) I TO BE R�MOVED A DON EX. STORM 1 D IN SYSTEM � � � ,% \\ \`, LIMIT OF EXISTING f \ WE Y , WET REMOVE EXIS NG C ROCKERY ■ �c ■ \ o; --� --- o--------- [3 ° I ---TEMPORARY INTERCEPTOR SWALE I I j ROCK CHECK DAMS ®50' O.C. EX. WETLAND TO WETLANDS NOT TO BE ISTURBED it 1 j } I SEE DETAIL 4 BE REMOVED t I SILT FENCE (TYP.) SEE DETAIL S w 1 9'' D 0 EX. WET1MM ` TO �E REMOVED GRAVEL IVE SILT FENCE (TYP.) i LIMIT OF GRADING (TYP) ,> / I I 1 I I 1 1 �I NOTE: 1 SEE SHEET C-6 GENERAL NOTES FOR EROSION CONTROL NOTES, DEMOLITION NOTES, AND CONSTRUCTION SCHEDULE. CALL 2 DAYS BEFORE YOU DIG 1- 800 -424- 5555 THESE PLAN5 ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF RENTON ENGINEERING DI\/1510N'5 REOUIREMENT5 Approved By: Date Approved: U 0 c0 L`- o � � � o w cn L0 cn a� w 0 � o � O m U cD cc x ". In cc rT, Fj Fj M co co cQ cQ 1� -c� Z z (.n 0 (Q)� z Q o O _-- 0 V� � �' C-4 LLI I W �.v D Fs �G� NAL � PIRES: 3/12/(i' c=2 4 1 m U I V) 6 m X 0 u m 0 U E v r� o� �o rn rn 0 Q m E (D 0 0 U I G LZ LEGEND 1/4 SEC 31 T 23N R 5E iz I PROPOSE EXISTIN r_ c� CONIFER TREES Q 0 ? 5 3C - 60 DECIDUOUS TREES U I o 0 0 0 0 o REMOVE ROCKERY o TEMPORARY SEDIMENT CONTROL o ` _ SCALE 1=30' POND (SHALL BE CONVERTED - - - - - - - LIMITS OF GRADING re) o TO TO "DETENTION POND" FOR RETAINING WALL II \ D PERMANENT STORM RUNOFF cn Ln ! ! TREATMENT AFTER SITE IS RIP RAP PAD ! STABILIZED) +~ I SEDIMENT STORAGE = 2960 CF - - SWALE i I LIVE STORAGE = 3800 CF STORM DRAIN I 12" SD DISHARGE FROM FRENCH DRAIN I al 18" SD I I PROTECT W/ RIP -RAP PAD IN/ TRASH RACK 1 + f L TYPE CB MATCH GRADS a) MATCH EX. S/W I RIM 1 0.0 OF SWALE r INV 1 5.0 INV 151.0tbt TIADr \ W 2 CB ' RI 144.00 , _ __•--- - \ f o ti i 40 F 18 -- -- RETAINING WALL LIMIT G y -� - 1 / p c ®1 .0% i ( TW 161 (TYP.) 1.5' DEEP MIN SWALE 0 W U or `o 4' ! i BW 160 (TYP.) j ' W 3:1 SIDE SLOPES \ 0 x u - TW 1 .5 1 \� 30$ LF FRENCH i GRAV CONE T}y t 79 5 D N W/ 6 PERF TW 150 �•I• RISER SEE BW 167 BW 187.6 ).' -� DRA N PIPE DETAIL g sa y ,� - E 2 CB I BW 149 - - - - - -cc ETAINING 75 LF 12" SD - t - , ti - % �� - - cc Y R 1143.00 ' -1 38.08�� - - - LL (TYP.) 0 S=5.0% r, � - TYPE 1 CB TYPE 1 CB � � �-;' \ I � I 1 IM 1 I C 'Vc RIM 164.2 1 w' 9G1 8 - NEW WETLAND MITIGATION I w 1 70 LF 12" D / - - _� \ �144"� INV 155.8 INV 159.55 B 9 BW 8 1 D AREA N SEE LANDSCAPE � SIGco TYPE 1 w ( I I ®S=12.7 0 h �; 1 204.8 RIM 173.50 TW I BYP MH _ _ 49 - _ '�' ® INV 171.03, I W 186.8 CQ I I I RIM T - -141- A +I INV 144 i 147 - - I - 14 - - 158 I 1 UAY STABILIZED CONST ENTRANCE REPLACE EX. PA PER CITY OF RENT STD DETAILS TYPE 2 CB RIM 141.0± INV 137.60 PAVE A -- EXISTING 18, SD /TO EXISTING WETLAND EX. ROCKERIE TO REMAIN TYPE 2 CB EMER NCY I o BAS 1 �' co \ / , 4TEJA N DISCHARGE TO v v o® 1 0) / ( 10, LWAY z - DETENTION/WET P D rn co 0 r 148.5 FACLITY RIM 157.8 RUC 0 ' I o ® INV 147.0 TW 158 j - - - / DIVERT UPSTREAM SWALE 1 BW 155 THROUGHNEW, - - - TO EXI G N _ AND N STIN CNA N j LOCATION OF ON - 7 LF 12" SD PROPOSED BUILDING ( ; -� PE 1 CB 1 ® 0,57 I P f I F.F. 16t 1ST FLOOR � � Mnn, 0 I F.F. 174 2ND FLOOR I 179.53 TYPE 1 CB I i TYPE 1 CB TYPE 2 CB 1 i ! 6x TYP. - RIM 192.68 I I ' 1 I RIM 149.60 10% RIM 156.10 i T ^INV 187.68 INV 147.63 INV,14//7.25 1 ,i 1 4 6% P.) ON 1 .5\ C I s TYPE 1 CB Q ( i fl� 0 6 RIM 173.50 Jo I N I Q I o j ! / i INV 173.48 N 1 0 . J Q C I a TYPE CB ` o i o RlM y 1 .10 Iaun / Q 1 I N o INV 15 00 1 �2% `= TYPE 1 C E 1 C RIM 181.8 RI 189 L., 1.3 0 ( ®� �� /\'�• ' 0 ® olb INV 179.08 INV 5.88 / f I' I 1L1L Q 0 TYPE 1 CB ®5 TW 1 .5 6 TW 173 68 LF 12" SD o Q I RIM 149.70 BW 16Q � �. BIN 160.5 �� S=1 0% � i \ � ! , Iti E L ;_ I l� INV 148.10 6% (11'P.) 0 ! I AT p WW ti a V v' rn 15% -� -� 15 1 15% TW 1 189 2 CB _ \ L I`" SD o N S' `�' 15% cA \ i if- ® \ o Bw 1 8 185 139.80 0 - - _. _ _ 1 ®S_ 1 f MAX. 0 LF 12"SD X. 137.10 r] --per -__-] - 0S12.OX ❑ --- _ _ - _ TYPE 2 CB TW 15 TW 165 RIM 17 .40 TW 16 7 BW 1 .5 TYPE 2 CB 1 BW; 162 I INV 170 BW 166 .08 `, BW 180.5 r RIM 154.50 15 LF IT SD DISCHARGE INV 151.88 PE 2 CBS ' �� CP i ` I j Z Z _ I TO SWALE � IM 1 IN '' X TYP. 69� TYP. , s � 6% TYP. i I i I INV E136.8 I 162.88 I' ( ) `-) I� TYPE 1 CB I TYPE 1 RIM 172.00 172. Q i I' RIM 168.0 INV 168.92 TYPE 2 CB I I PERMANENT INTERC PTOR i' I f I 6'x 6' RIP RAP PAD I ii--- - �I INV 164.96 66 LF 12" SD 60 LF 12" SO 60 F 12" SD RIM 187.52 SWALE I I . (� ; 1' MIN THICK ® ®S}=6.Of - I OUTFALL I I S=6.0% ®= cS) RETAINING WALL j I (TYP) TW 1 .5 �. 188.5 I 1 BW182.2 J � O BW -- L OMIT OF WETLANIi196.8 f - - - - - - 169.5 _ r _ - - - -`� -� _� - RW 190.8 j ` j� BW 165 - - - - - J� Jl�� �. -i - - RETAINING WALL TW 182 - � %' -� _��', �. 19`21'ND ST. (TYP) BW 180.5 LIMIT OF GRADING / 24 ALD R (TYP) / i CALL 2 DAYS TH f ,,/ BEFORE YOU DIG w PER HIGH CITYRERY OFKRENTON DETAIL D017 �, 1- 8 0 0- 4 2 4- 5 5 5 5 DESIGN TO BE REVIEWED AND APPROVED BY PROJECT GEOTECHNICAL ENGINEER 0 SS/O N EXPIRES: 3/12/ THESE PLANS ARE "APPROVED" FOR �. �., GONFORH ANGE WITH THE G 17Y OF R_&9* ` ENGINEERING DIV1510N5 REOUIREI K1`T5 d 0 L U - Approved By_: Date Approved: 220 210 200 190 180 170 .il 150 140 130 120 2 0+00 I I I r ET NDI MIT ATI N AREA iSEE LAN SC PE DESIGN Io — - 1 1 FRENCH DRAIN i NEW TROCKERY � I MISTING GR(�UN y i NEW VV I � ' I i I VAt- 15E _ Full URq BLG W LL i ' I i �UTURE FINIS ED �FLOQR 1 E 1.0 NEW WA L I _ �= 149 i � 1 1 2 I EMOOR RY SEDI ENI CO TR L POND (SH LL [PE CONV:--RTqD To A DETENSI N bND i BASE EL 143.0 1 I i i 1+00 2+00 3+00 SECTION A -A HORIZ 1' = 30' VERT 1' = 10' 4+00 5+00 6+00 O = U cy- cn Q c� o w 220 v 0 LO ace 200 6 au a� w 190 b a O O m 180 D - 170 U cc cn Ln 160 cQ rT, 140 130 z O_ U 20 W Cn O U �O 4--- --�:3 z Q) n Q C �00 >- z (Y a n z w,. gNAI EXPIRES: 3/12/17 T f SANITARY SEWER NOTES $ SPECIFICATIONS I. All work materials shall be in conformance with the standards and specifications of the Gity of Renton Utility Department and the latest edition of the WSDOT/APWA Standards and Specifications. 2. The hours of work in the street right-of-way shall be limited to 8:30 a.m. to 3:50 p.m. on weekdays unless otherwise approved in writing by the Department of Public Works at 235-2620. All street closures, partial or full, shall be approved by the Department of Public Works 24 hours in advance. The Police Department, Fire Department, and qll shall be notified 24 hours in advance. 5. All construction shall be in accordance with "standard Specifications for Municipal Public Works Construction" prepared by Washin ton State Chapter American Public Works Association, latest edition (APWA? and City of Renton Standard Specifications. 4. All locations of existing utilities shown are approximate and it shall be the contractor's responsibility to verify the true and correct location so as to avoid damage or disturbance. 5. A preconstruction conference and a 24 hour notice shall be required prior to starting new construction. It shall be the contractor's responsibility to secure all necessary permits prior to starting construction. (Inspection will be accomplished by a representative of the City of Renton.) It shall be the contractor's responsibility to notifu the Utility Department 24 hours in advance of backfilling all construction. 6. Contractor is solely responsible for the means, methods and sequences of construction and for the safety of workers and others on the construction site. 7. It shall be the responsibility of the contractor to obtain street use and any other related permits prior to any construction. 8. Plans approved by the City of Renton, Public Works Department, shall take precedence over all other plans. q. A copy of these approved plans must be on the job site whenever construction is in progress. 10. The contractor shall provide the City of Renton with an os-built drawing of the sanitary sewer system which has been stamped and signed by a licensed professional engineer or licensed professional surveyor. II. Backfill Shall be placed equally on both sides of the pipe in layers with a loose average depth of 6 inches, maximum depth of 8 inches, thoroughly tamping each layer to 15 percent of maximum density. These compacted layers must extend for one pipe diameter on each side of the pipe or to the side of the trench. Materials to complete the fill over pipe shall be the same as described. I2. Open cut road crossings for utility trenches on existing traveled roadway shall be bockfilled with crushed rock and mechanically compacted. Guts into the existing asphalt shall be neatline cut with saw in a continuous line. A temporary mix patch must be placed immediately after backfill and compaction. A permanent hot mix patch shall be placed within 10 days and shall be per City of Renton current standards. 13. Datum shall be City of Renton, U.5.C. and (5.5. 14. All disturbed areas shall be seeded and mulched or otherwise stabilized to the satisfaction of the Department for the prevention of on -site erosion after the completion of construction. 15. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with Section 7-02.3(I) of the current State of Washington Standard Specifications for Road and Bridge Construction. This shall include necessary leveling of the trench bottom or the top of the foundation material as well as placement and compaction of required bedding material to uniform grade so that t e entire length of the pipe will be supported on a uniformly dense unyielding base. Pipe bedding shall be pea gravel 6" above and below the pipe. 16 Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gosketed A5TM D 5034, 5DR 35, or ductile iron class 50. 17. In unimproved areas, manhole to extend minimum 6 inch and maximum 18 inch above finished grace. In paved area, cover must slope in all directions to match paving. C I T"r OF RENTON STORM WATER DRAINAGE NOTES II/30/88 I. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- CONSTR.UCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORK5, DE51 GN ENG I NEER. 2. All construction shall be in accordance with the "Ig88 Standard Specifications For Road, Bridge and Municipal Construction" prepared by W.S.D.O.T., and the American Public Works Association (APWA), as amended by the City of Renton Department of Public Works. The storm drainage system shall be constructed according to the approved plans which are on file in the Department of Public Works. Any deviation from the approved plans will require written approval from the City of Renton Department of Public Works, Design Engineer or Storm Water Utility. 4. A copy of these approved plans must be on the job site whenever construction is in progress. 5. Datum shall be U.5.6.5. unless otherwise approved by City of Renton Department of Public Works. Reference benchmark and elevation are noted on the plans. 6. All sedimentation/erosion facilities must be in operation prior to clearing and building construction, and they must be satisfactorily maintained until construction is completed and the potential for on -site erosion has passed. I. All retention/detention facilities must be installed and in operation prior to or in cor junction with all construction activity unless otherwise approved by the Department of Public Works, Storm Water Utility. 8. Grass seed may be applied by hydroseeding. The grass seed mixture, other than City of Renton approved standard mixes, shall be submitted by a Landscape Architect and approved by the Department of Public Works, Storm Water Utility. q. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with Section 7-02.3(I) of the current State of Washington Standard Specification for Road and Bridge Construction. This shall include necessary leveling of the trench bottom or the top of the foundation material as well as placement and compaction of required bedding material to uniform grade so that the entire length of the pipe will be supported on a uniformly dense unyielding base. All pipe bedding shall be APWA Glass "G", with the exception of PVC pipe. All trench backfill shall be compacted to minimum 15% for pavement and structural fill and 1-10% otherwise per A57"M D-1557-70. Pea gravel bedding shall be 6" over and under P.V.G. pipe. 10. Galvanized steel pipe and aluminized steel pipe for all drainage facilities sho have asphalt treatment #1 or better inside and outside. 11. Structures shall not be permitted within 10 feet of the spring line of any storm drainage pipe, or 15 feet from the top of any channel bank. 12. All catch basin grates shall be depressed 0.10 feet below pavement level. 15. Open cut road crossings through existing public right-of-way will not be allowed unless specifically approved by City of Renton Department of Public Works, Design Engineer. 14. Rock for erosion protection of roadside ditches, where required, shall be of sound quorr rock placed to a depth of I foot and must meet the following specifications: 4"-8"/4O%-7096 passing; 2"-4" rock/3090-4096 passing; and -2" rock/10%-20% passing. 15. All building downspouts and footing drains shall be connected to the storm drainage system, unless approved by the Department of Public Works, Design Engineer or Storm Water Utility. An accurately dimensioned Certified as -built drawing of this drainage system will be suL-)mitted to the City of Renton upon completion. 16. Issuance of the Building or Construction Permit by the Gity of Renton does not relieve the owner of the continuing legal obligation and/or liability connected with storm surface water disposition. Further, the City of Renton does not accept Ong obligation for the proper functioning and maintenance of the system provided during construction. 17. The Contractor shall be responsible for providing adequate safeguard, safety devices, protective equipment, flaggers, and any other needed actions to protect the lift, health, and safety of the public, and to protect property in connection with the performance of work covered by the contract. Any work within the traveled right-of-way that may interrupt normal traffic flow shall require on approved traffic control plan by the Traffic Engineering Division of the Department of Public Works. All sections of the W.5.D.O.T. Standard Specifications 1-07-25, Traffic Control, shall apply. 18. Special drainage measures will be required if the project location is within the aquifer protection area. EROSION CONTROL NOTES I. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS DESIGN ENC61 NEER. 2. All limits of clearing and areas of vegetation preservation as prescribed on the plan shall be clearly flagged in the field and observed during construction. 3. All required sedimentation/erosion control facilities must be constructed and in operation prior to land clearing and/or other construction to insure that sediment laden water does not enter the natural drainage system. All erosion and sediment Facilities shall be maintained in a satisfactory condition until such time that clearing and/or construction is completed and potential for on -site erosion has passed. The implementation, maintenance, replacement and additions to erosion/sedimentation control systems shall be the responsibility of the permittee. 4. The erosion and sedimentation control systems depicted on this drawing are intended to be minimum requirements to meet anticipated site conditions. As construction progresses and unexpected or seasonal conditions dictate, the permittee shall anticipate that more erosion and sedimentation control facilities will be necessary to insure complete siltation control on the proposed site. During the course of construction, it shall be the obligation and responsibility of the permittee to address any new conditions that may be created by his activities and to provide additional facilities, over and above minimum requirements, as may be needed to protect adjacent properties and water quality of the receiving drainage system. 5. Approval of this plan is for erosion/sedimentation control only. It does not constitute on approval of storm drainage design, size nor location of pipes, restrictors, channels, or retention facilities. 6. During the time period of November I through March 51, all project disturbed soil areas greater than 5,000 square Feet, that are to be left unworked for more than twelve (12) hours, shall be covered by mulch, sodding, or plastic covering. 7. In any area which has been stripped of vegetation and where no further work is anticipated for a period of 30 days or more, all disturbed areas must be immediately stabilized with mulching, grass planting or other approved erosion control treatment applicable to the time of year in question. Grass seeding alone will be acceptable only during the months of April through September inclusive. Seeding may proceed, however, whenever it is in the interest of the permittee, but must be augmented with mulching, netting, or other treatment approved by the City of Renton, outside the specified time period. 8. For all erosion/sedimentation control ponds where the dead storage depth exceeds 6 inches, a fence, a minimum of 3 feet high is required, with 3:1 side Slopes. q. A temporary gravel construction entrance, 24' x 50' x 8" of 4- to 6- inch quarry Spoils shall be located at all points of vehicular ingress and egress to the construction site. GENERAL CONSTRUCTION NOTES (WATER LINE). I. All work material shall be in conformance with the standards and specifications of the City of Renton Utility Department and the latest edition of the iN5DOT/APWA Standards and Specifications, as approved by the City of Renton. A set of approved plans shall be kept on site at all times during construction. 2. The hours of work in the street right-of-way shall be limited to 8:30 am to 3:30 pm on weekdays unless otherwise approved in writing by the Department of Public Works at 235-2635. All street closures, partial or full, shall be approved by the Department of Public Works 24 hours in advance. The Police Department, Fire Department, and III shall be notified 24 hours in advance. 3. All locations of existing utilities shown are approximate and it shall be the contractor's responsibility to verify the true and correct location so as to avoid damage or disturbance. For utility locate call 48-Hour5 Locators, 1-,500-424-5555. 4. All water main pipe to be cement lined ductile iron pipe conforming to AMA CI10 and G111 or latest revision, thickness Glass 52. Cement mortar lining and seal coating shall conform to AMA C104 or latest revision. Pipe joints to be push -on or mechanical joint. Bedding to be Glass C. All ductile iron pipe installed South of Sunset Blvd. (Empire Way, 5R q00) and West of 5R 167 (East Volley Freeway) or in soils of high resistivity shall be polyethylene wrapped per AN5I/AWWA G105-77 Standards. 5. Gast iron and ductile iron fittings shall be cement lined, pressure rated as noted on plans, and in accordance with ANSI/AMA GI10/A21.10-82. Cement lining Shall be in accordance with ANSI/AMA C104/A21.4-85. If fitting s are 3 inches to 12 inches in diameter and have mechanical joints, the fittings shall be in accordance with either AN51/AWWA CI10/A21.10-82 or AN51/AWWA C153/A21.53-84. 3 inch to 12 inch diameter fittings which have mechanical joints and/or flanged joints shall be in accordance with ANSI/'AWWA CI10/A21.10.82 or a combination of AN51/AWWA GI10/A21.10.82 and ANSI/AMA C153/A21.53-84 such that the portion of the fitting with a mechanical joint(s), may be in accordance with AN51/AWWA G153/A21.53-84 and that portion of the fittin with flanged jointWW s) shall be in accordance with ANSI/AA C1IO�A21.10-62. Ac.;eptorice testing in accordance with section 55.55 of AN51/AWWA C153/A21.53-84 or with section 10-4.5 of AN51/AWWA CI10/A21.10-82 shall be obtained by the contractor and transmitted to the owner. 6. Gate valves shall conform to AMA C500 and shall be iron body, bronzed -mounted, double disc with bronze wedging device and 0-ring stuffing box. Valves shall be designed for a minimum water operating pressure of 200 PSI. Gate valves shall be Glow List 14, Mueller Company NO A2380, or M $ H. All valves 12" in diameter and larger, shall be installed in a vault. See water standard detail for 12" Gate Valve Assembly Vault and I" Bypass Installation. 7. Fire hydrants shall be Gorey type (opening with the pressure) conforming to AMA C-504-80 with a 6 inch inlet and a M.V.O. of 5 inches, two 2-1/2 inch hose nozzles with national standard 7 inch, 60 degrees V, threads, O.D. thread 4.875 and root diameter 4.6263, 1-3/4 inch pentagon operating nut opened by turning counter clockwise (left). e. All water main 10 inches and smaller to maintain a minimum cover of 36 inches below finish grade. All water main 12 inches and larger shall be at a minimum of 48 inches below finish grade. Where utility conflicts occur, water mains are to be lowered to clear. q. All water mains six (6) inches in diameter and larger shall be cleaned with pipe cleaning "PICG5" prior to disinfection. The "Poly Pigs" shall be Girard Industries Aqua 5wab-A5 or approved equal, 2 Ib/cu ft. density foam with QOA durometer urethane rubber coating on the rear of "PIG" only. "PICG5" shall be cylinder Shaped with bullet nose or square end. The City will assist the contractor who will perform the cleaning operation. Io. All water mains and services shall be pressure tested to a minimum of 200 PSI or 150 P51 over operating pressure, in accordance with the specifications of the City of Renton and the Washington State Health Department. All pressure testing shall be done in the presence of a representative of the City of Renton. qb. All water mains and services shall be disinfected by the injection of a 50 ppm (minimum concentration) chlorine/water solution. Dry Calcium Hypochlorite shall NOT be placed in the pipe as laid. Chlorine shall be metered/injected in accordance with Section 'I-11.3(12)E or 7-11.3(12)F of the Standard Specifications referenced in I above. 10. A preconstruction conference is required prior to any construction. A minimum of 3 (three) working days notice is required for scheduling. Prior to scheduling the precon a permit information sheet must be supplied to the Utility Engineer's Office. Twenty-four hour notice will be required prior to starting new construction. II. It shall be the contractor's responsibility to secure all necessary permits prior to starting construction. 12. Installation of corporate stops, water services, lines and meters shall not be done until all service agreements, meter applications, construction permits, and payment of fees have been made to the City of Renton. 15. All connection to existing mains to be accomplished by the City of Renton, except wet taps which may be made by approved wet tap contractors with prior approval from the Department of Public Works. All necessary excavation and materials to be supplied by the contractor and be on -site prior to City notifications. 14. Inspection will be accomplished bu a representative of the City of Renton. It shall be the contractor's responsibility to notify the Utility Department 24 hours in advance of backfilling all construction. The contractor as well as the Engineers Shall keep os-built drawings. 15. Contractor to provide plugs and temporary blow -off assemblies for testing and purity acceptance prior to final tie-in. 16. All joint restraint systems (shackle rods, nuts, bolts, etc.) shall be as manufactured by the Star Manufacturing Company of Columbus Ohio or equal approved in writing by the Department of Public Works. 11. Asphalt and concrete street paving shall be sawcut to a minimum depth of two inches. Oil mat streets may be spade cut. All surface concrete, pavement, sidewalks, curb, gutters, and driveway approaches shall be sawcut to a minimum depth of two inches or removed to on existing expansion joint. 18. A temporary cold mix asphalt patch shall be placed on the day of initial excavation with a permanent, sealed patch to be placed, to City of Renton policy, within ten days. Gall for subgrade inspection prior to placement of final patch. Trenches will not be left open over night without prior written approval of the Inspector. II. For City projects such as telemetry conduit, the PVC pipe used shall be schedule 40 in unimproved areas and schedule 80 under improved areas. All chemical process lines shall be schedule SO PVC pipe. CONSTRUCTION SEQUENCE: . BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRE- GON5TRUGTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON, THE APPLICANT AND THE APPLICANTS CONSTRUCTION REPRESENTATIVE. 2. Verify vertical and horizontal locations of all existing underground utilities. contact all utility companies that may be effected by the proposed construction. The one call number is 1-800-424-5555. 3. Maintain all existing utility services during construction. 4. Verify grades prior to construction. flag clearing limits. 5. Install stabilized corstr;,,�tlon entrance. 6. Install filter fabric fence as indicated on plan. I. Install offsite catch basin protection. 8. Clear $ grub areas of the site to be rough graded of filled. I. Construct sediment interceptor swales and check dams. 10. Remove unsuitable bearing material as required. II. Grade and place acceptable fill as required and compact access drive subgrade as indicated on the drawings. Install storm conveyance system. Direct all surface water to the proposed catch basin. No uncontrolled surface water shall be allowed to leave the site at any time during the grading operations. Use catch basin sediment filters to capture sediment prior to discharge. 12. Install new utilities, finish grading site and construct asphalt paving areas, access drives, sidewalks, curbs and gutters, after building permit is issued. 13. Complete stoblization in accordance with landscape plans. 14. Remove excess excavated materials, trash debris, and waste materials and dispose of in on authorized location at no cost to the owner. 15. Glean storm drainage system of all sediment and debris. 16. Maintain temporary erosion control facilities until site is completly stabl ized. THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE C 1 TY OF RENTON ENGINEERING DIVISION'S REQUIREMENTS Z a- ?� :D O U Cif cn O Q Q0 Ll- UJ \ J (_0 U \ � 0 UO c� U bt s~ w Z Q0 Z � Z ZO(3 � Z � Z Zvi G� S�ONAL EXPIRES: 3/12/0" UU) LLJ O Z Approved By: Date Approved: