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Home My WebLink AboutLUA-96-067 Large FormatII Q �r �D rn z in (V ry- i Y 0 0 �V .ELJ t) �l N ® SECTION 02110 - SITE CLEARINf PROTECTION A. Protect plant growth and features remaining as final landscaping. B. Protect bench marks and existing work from damage or displacement. C. Maintain designated site access of vehicle and pedestrian traffic. REMOVAL A. Remove debris from site. ® SECTION 02211' - ROUGH GRADING MATERIALS A. Topsoil: Excavated material, graded, free of roots, rocks larger than 112 inch, subsoil, debris, and large weeds. B. Subsoil: Excavated materials, graded, free of lumps larger than 3 inches, rocks larger than 2 inches and debris. PREPARATION A. Identify required lines, levels, contours, and datum. B. Identify known below grade utilities. Stake and flog locations. C. Identify and flag above grade utilities. D. Maintain and protect existing utilities remaining which pass through work area. E. Upon discovery of unknown utility or concealed conditions, discontinue affected work; notify Owner. TOPSOIL EXCAVATION A. Excavate topsoil from areas to be further excavated, relandscaped, or regraded and stockpile in area designated on site. B. Do not excavate wet topsoil. C. Stockpile topsoil to depth not exceeding 8 feet. Protect . from erosion. SUBSOIL EXCAVATION A. Excavate subsoil from areas to be relandscaped or regraded and stockpile in area designated on site. Remove excess subsoil not being reused from site. B. Do not excavate wet subsoil. C. Stockpile subsoil to depth not exceeding 8 feet. D. When excavation through roots is necessary, perform work by hand and cut roots with a sharp axe. TOLERANCES A. Top Surface of Subgrade: Plus or minus one inch. SECTION 02222 _ EXCAVATION__ EXCAVATION A. Excavate subsoil required for foundations, construction operations, and other work. B. Excavation shall not interfere with normal 45 degree bearing splay of any foundation. C. Hand trim excavation and leave free of loose matter. D. Remove lumped .subsoil, boulders, and rock up to 1/3 cu. yd., measured by volume. Notify owner of larger materials encountered. E. Correct unauthorized excavation at no cost to Owner. F. Fill over -excavated areas under structure bearing surfaces. G. Stockpile excavated material in area designated on site and remove excess subsoil not being reused, from site. SECTION 02223 - BACKFILLING SELECT FILL MATERIALS A. Type A - Pea Gravel: Natural stone; washed, free of clay, shale, organic matter; 112 inch minimum to 3/4 inch maximum size. B Type B - Sand: Natural river or bank sand; free of silt, clay, loam, friable or soluble materials, and organic matter; graded within the following limits: Sieve Size Percent Passing No. 4 100 No. 14 10 to 100 No. 50 5 to 90 No. 100 4 to 30 No. 200 0 to 10 COMMON FILL MATERIALS A. Subsoil: Free of gravel larger than :3 inch size, and debris; P.I. not greater than 10, capable of compaction as shown in Schedule. PREPARATION A. When necessary, compact subgrade surfaces to density requirements for backfill materials. B. Cut out soft areas of subgrade not readily capable of insitu compaction. Backfill with Type B fill and compact to density equal to requirements for subsequent backfill material. BACKFILLING A. Backfill areas to contours and elevations. Use unfrozen materials. B. Backfill systematically, as early as possible, to allow moximurn time for natural settlement. Do not backfill over porous, wet, or spongy subgrade surfaces. C. Place and compact select fill materials in continuous layers not exceeding 6 inches loose depth. D. Place and compact common fill material in continuous layers not exceeding 8 inches loose depth. E. Employ a placement method so not to disturb or damage drains or utilities in trenches. F. Maintain optimum moisture content of backfill materials to attain required compaction density. . G Backfill against supported foundation walls. Backfill simultaneously on each side of unsupported foundation walls. H. Slope 94ade away from building minimum 2 inches in 10 feet, unless noted otherwise. I. Make changes in grade gradual. Blend slopes into level areas. J Remove surplus backfill materials. K. Leave stockpile areas completely free of excess fill materials. TOLERANCES A. Top Surface of Backfilling: Plus or minus one inch. COMPACTION TESTING A. Compaction testing will be performed in accordance with ANSI/ASTM D698-. B. If tests indicate work does not meet specified requirements, remove work, replace and retest at no cost to Owner. SCHEDULE OF LOCATIONS A. Fill Under Slab -on -Grade and Foundation Footings: Select subsoil fill to subgrade elevation, each lift 9 inches maximum compacted to 95 percent. Top 4 inches shall be Select Fill Type A. B. Fill Under Sidewalks and drives: Select subsoil fill to subgrade elevation, each lift 9 inches maximum compacted to 95 percent. Cover with Fill Type B, 4 inches thick, compacted to 95 percent. C. Exterior Side of Foundation Walls and Retaining Walls: Subsoil fill to subgrade elevation, each lift compacted to 90 percent. SECTION 02225 - TRENCHING SELECT AND COMMON FILL MATERIALS A. As specified in Section 02223. EXCAVATION A. Excavate subsoil required for utilities to municipal utilities. B. Cut trenches sufficiently wide to enable installation and allow inspection. C. Hand trim excavation and leave free of loose matter. D. Remove lumped subsoil, boulders, and rock up to 1 /3 cu. yd., measured by volume. Notify owner of larger materials. E. Excavation shall not interfere with normal 45 degree bearing splay of foundations. F. Correct unauthorized excavation at no cost to Owner. G. Fill over -excavated areas under pipe bearing surfaces. H. Stockpile excavated materials in area designated on site. BACKFILLING A. Support pipe and conduit during placement and compaction of bedding fill. B. Backfill trenches to contours and elevations. Backfill systematically, as early as possible, to allow maximum time for natural settlement. Do not backfill over porous, wet, or spongy subgrade surfaces. C. Place and compact fill materials in continuous layers not exceeding 6 inches loose depth. D. Employ a placement method so not to disturb or damage conduit, duct or pipe in. trench. E. Maintain optimum (noisture content of backfill materials to attain required compaction density. TOLERANCES A. Top Surface of Backfilling: Plus or minus one inch. COMPACTION TESTING A. Compaction testing will be performers in accordance with ANSI/ASTM D689. SECTION 03100 - CONCRETE FORMWORK FORM MATERIALS A. Plywood: Douglas Fir species; solid one side grade; sound undamaged sheets with clean true edges. B. Lumber: Douglas Fir species; standard grade; with grade stamp clearly visible. FORMWORK ACCESSORIES A. Form Ties: Snap -off metal type of length; minimum working strength of 3000 psi when assembled; free of defects that will leave holes not larger than 1 inch in concrete surface. B. ' Form Release Agent: Colorless mineral oil which will not stain concrete or impair natural bonding or color characteristics of coating intended for use on concrete FORMWORK ERECTION A. Verify lines, levels and centers before proceeding with formwork. Ensure that dimensions agree with drawings. B. Construct and remove formwork, shoring and bracing in accordance with ACI 347 so that resultant finished concrete conforms to required shapes, lines and dimensions. C. Provide 3/4 inch chamfer on all exposed edges of concrete unless noted otherwise. D. Recess slipform coil loops 1/4 inch minimum. SECTION 03200 - CONCRETE REINFORCEMENT REINFORCING A. Reinforcing Steel: ASTM A615, 60 ksi yield grade; deformed billet steel bars, unfinished. Number 3 bars may be 40 ksi yield grade. B. Welded Steel Wire Fabric: ASTM A185 Plain type; in flat sheets; unfinished. INSTALL%TION A. Fc3ricote and place concrete reinforcing in accordance with ACI 318. B. Place reinforcing at no less than the following distances from cost -in -place concrete surfaces unless noted otherwise: 1. Walls: 2 inches 2 Beams and columns: 1 112 inches 3. Bottom of footings: 3 inches 4. Slob -on -grade: 2 inches from top 5. Supported slabs: 1 inch C. Pr)vide bent bars at corners. U. Lo;ate reinforcing splices, not indicated on drawings, at punts of minimum stress. E. Lar reinforcing splices 30 bar diameters or 12 inches, which ever is greater, unless shown otherwise on Drawings. F. Bars spliced at locations other than those shown on Drawings shall be lap spliced a distance as given below. For horizontal bars with more than 12 inches of concrete cast b0ow, use 1.4 times these distances. 1. No. 3 bars: 15 inches 2. No. 4 bars: 20 inches 3. No. 5 bars: 26 inches 4. No. 6 bars: 31 inches G. Dc not tack weld reinforcing in any manner unless approved by Architect/Engineer. H. Support reinforcing in footings from above while pouring cmcrete. I. Lop edge and end splices of welded wire fabric a minimum of ore full mesh. Wire all laps securely together. O SECTION 0.3251 -- EXPANSION AND CONTRACTION JOINTS MATERIALS A. Foimed Construction Joints: Galvanized steel, tongue and groove type; knockout holes spaced at 6 inches o.c. to receive smooth doweling; with anchors. B. Joint Filler: ANSI/ASTM D994, bituminous impregnated fiberboard; 1 /2" x 4" or as detailed. INSTALLATION A. Install joint fillers and sealants in accordance with manufacturer's printed instructions. Use primers of type recommended by joint filler/sealant manufacturer. SECTION 03300 - CAST- IN-PLAC F (-ONCRETE CONCRETE MATERIALS A. Cement: normal -type I Portland type, ASTM C150. B. Fine and Coarse Aggregates: ASTM C33. C. Water: clean, and free frorn injurious amount of oil, alkali, organic matter, or other deleterious material. ADMIXTURES A. Air Entrainment: ASTM C260. ACCESSORIES A. Bonding Agent: two component modified epoxy resin; manufactured by Burke Company, Son Mateo, California. B. Non -shrink Grout: premixed compound consisting of non- metallic aggregate, cement, water reducing and plasticizing agents; capable of developing minimum compressive strength of 2400 psi in 2 days and 7000 psi in 28 days. C. Vapor Barrier: 6 mil thick clear polyethylene film. Type recommended for below grade application. CONCRETE MIXES A. Mix and deliver concrete in accordance with ASTM C94. B. Provide concrete of following strength: 1. Compressive strength 2500 psi 28 day. 2. Select proportions for normal weight concrete in accordance with ACI 318. PLACING CONCRETE A. Place concrete in accordance with ACI 301 and ACI 306, il SECTION 03346 - CONCRETE FINISHING MATERIALS A. Curing Compound: ASTM C309, Type 1, Class A; clear; as manufactured by SonnebQrne Building Products or equal. FLOOR FINISHING A. Finish concrete sidewalk surfaces in accordance with ACI 301. B. Broom finish surfaces which will be left exposed. C. Apply curing compound on finished sidewalk surfaces. Apply in accordance with manufacturer's instructions. SECTION 04100 - MORTAR MATERIALS A. Portland Cement: ASTM C150, normal -Type I; gray color. B. Masonry Cement: ASTM C91, for general use. C. Mortar Aggregate: ASTM C144, standard masonry type; clean, dry, protected against dampness, freezing, and foreign matter. D. Hydrated Lime: ASTM C207 Type S, E. Quicklime: ASTM C5, non -hydraulic type. F. Premix Mortar: ASTM C387, using gray cement. G. Water: Clean and potable. 11. Mortar for Non -load Bearing Walls and Partitions: ASTM C270, Type S. SECTION 04450 - NATURAL STONE VENEER STONE A. Exterior Granite: ASTM C615; National Building Granite Quarries Association, polished and honed surfaces, free of cracks, seams, or starts detrimental .to structural integrity or function. B. Thickness: 3/4 inch thick unless otherwise indicated. C. Field Color: As selected on Drawings. D. Border Color: As selected on Drawings. ACCESSORY MATERIALS A. Anchors, Dowels, and Ties: Brass; of sizes and configurations required for support of stone and applicable superimposed loads. B. Fasteners: Bolts, washers and nuts, galvanized. C. Lifting Hooks: Removable type for panels in excess of 75 lbs. D. Sealant: Joint type specified in Section 07900. E. Mortar: As specified in Section 04100. INSTALLATION A. Erect stone in accordance with stone supplier's instructions. B. Setting plaster is not acceptable. SECTION 07531 - ELASTOMERIC SHEET ROOFING - FULLY ADHERED MEMBRANE, ADHESIVE, AND ASSOCIATED MATERIALS A. Membrane: EPDM; .045 inches thick, RubberGard fully adhered roofing system manufacured by Firestone. B. Substitutions: Items of some function and performance are - acceptable. MEMBRANE APPLICATION A. Apply membrane in acordance with manufacturer's instructions for direct application to concrete substrate. B. Coordinate installation of roof drains and related flashings. WARRANTY A Provide ten year warranty for materials and installation. B. Warronty: Cover damage to work resulting from failure to resist penetration of moisture. *SECTION 07620 - SHEET METAL FLASHING AND TRIM SHEET MATERIAL A. Prefinished Steel: AISI G90 minimum 24 gage primed on both sides and finished on one side with fluoropolymer coating: ColorKlad as manufactured by Vincent Brass and Aluminum Company. B. Substitutions: Items of same function and performance are acceptable. FABRICATION A. Form setions true to shape, accurate in size, square, and free from distortion or defects in longest practical lenghts. INSTALLATION A. Conform to Drawing details and sheet metal and roofing materials manufacturer's details. SECTION 07900 - JOINT SEALANTS SEALANT MATERIALS A. Sealant: Polysulphide base, single component, chemical curing-, conforming to requirements of FS TT-S-230, Type II, Class A; Shore A hardness of minimum 15 and maximum 50; non- staining and non -bleeding; color as selected. B. Sealant: Acrylic emulsion base, single component, capable of withstanding movement of up to 7.5 percent of joint width and satisfactorily applied throughout a temperature range of 40 to 80 degrees F; Shore A hardness of maximum 60; non- staining; non -bleeding; non-sogging; color as selected. C. Joint Filler: ASTM D1056, round, closed cell polyethylene tocim rod, oversized 30 to 50 percent. is SEC rION 09835 - TEXTURED PLASTIC COA TINGS MATERIALS A. Polymer Stucco: High -build, textured coating; flexible acrylic polymer film base, weather resistant color pigments, fillers, and graded aggregate; color -selected by Owner; Thoroseal manufactured by Thoro System Products. B. Substitutions: Items of some function and performance are acceptable. APPLICATION A. Apply finish coating in accordance with manufacturer's instructions. B. Finish: Sprayed on top coat over troweled base coat. C. Finish shall be free of all blemishes. SECTION 10990 - CRYPT SEALERS MATERIALS A. High impact, high density plastic units; smooth face, ribbed construction back: 33 x 26 112 inch, 5 pounds, color to match concrete, manufactured by C. A. Joseph Co., Liverpool, Ohio. B. Substitutions: Items of some function and performance are acceptable. INSTALLATION A. Install sealers in accordance with manufacturer's instructions. SECTION 15010 - MECHANICAL REQUIREMENTS REGULATIONS A. Comply with State Public Health Requirements. B. Comply with all local, state and national codes, including applicable ASME and NFPA requirements and local utility company requirements. In absence of applicable local or state regulations, conform to the applicable portions of BOCA/1984 Mechanical/Plumbing Code for minimum requirements. C. Comply with regulations of services and other authorities having jurisdiction. In case of conflict, highest standard applies. SECTION 15410 - PLUMBING PIPING PRODUCTS A. Waste and Vent Piping: ASTM D1785 - Poly Vinyl Chloride (PVC) Plastic Pipe, Schedule 40. B. Storm Waster Piping (Roof Drains): ASTM D1785 Poly Vinyl Chloride (PVC) Plastic Pipe, Schedule 40. EXECUTION A. Form joints in PVC pipe and fittings with Elostomeric Seals. B. Trenching and backfilling shall be preformed in accordance with sections 02223 and 02225. C. Drain lines 3" or less shall be sloped 1/4" per foot SECTION 15430 - PLUMBING SPECIALTIES PRODUCTS A. Roof drains: ZURN Z-101 with deck clamp or an approved substitute; high grade, even grained metal, free from blow- holes, porosity, hard spots, excessive shrinkage, cracks or other injurious defects, smooth and well cleaned both inside and outside, with all fins and roughness removed, not less than 1/4 inch wall thickness, size and type determined,by branch sizes indicated on the drawings. B. Roof vent caps: High density PVC Plastic vapor relief vents for crypts. Provide heavy fine aluminum screen. Maintenance free construction and all black uniform design manufactured by C. A. Joseph Company. SECTION 16010 - BASIC ELECTRICAL REQUIREMENTS REFERENCES A. ANSI/IEEE C2 - National Electrical Safety Code. B. ANSI/NFPA 70 - National Electrical Code. C. NECA - Standard of Installation. Install work using procedures defined in NECA Standard of Installation. D. Conform to ANSI/NFPA 70. MATERIALS AND EQUIPMENT A. Materials and Equipment. Acceptable to the authority having jurisdiction as suitable for the use intended. Include certificate of final inspection and acceptance from authority having jurisdiction. SECTION 16111 - CONDUIT MATERIALS AND COMPONENTS A. Conduit: PVC; schedule 40, in concrete. PVC; schedule 80 where exposed. B. Couplings: Glued. INSTALLATION A. Install conduit free from dents and bruises. Plug ends to prevent entry of dirt or moisture. B. Clean out conduit before installation of conductor. C. Alter conduit routing to avoid structural obstructions. D. Utilize conduit expansion fittings when conduit run crosses building expansion joints. SECTION 16120 - WIRES AND CABLES MATERIALS A. Building Wiring: 98 percent conductivity copper, 600 volt insulation, TWH and XHHW. B. Branch Circuit Wiring: Minimum 12 AWG gage unless otherwise noted. INSTALLATION A. Lace or clip groups of feeder conductors at distribution centers, pullboxes, and wireways. B. Provide copper grounding conductors and straps. C. Install wire and cable in code conforming raceway. D. Install wire in conduit runs after moisture is swabbed from conduits. E. Splice only in accessible junction or outlet boxes. SECTION 16131 - PULL AND .1t INC TION HO'AL ', MATERIALS A. Pullboxes and Junction Boxes: Metal construction, conforming to National Elects icol Code, with screw.- on or hinged cover. B. Flush Mounted Pullboxes: Provide overloppiny covers with flush -head cover retaining screws, prime coal locate pullboxes and junction boxes flush with concrete and accessible. SECTION 16134 Of ITI FT BOXES MATERIALS A. Boxes: Hot dip galvanized, 1.21-1 (-',r ,,er sq ft or codmn,:,, plated, conform to UL B Exterior Boxes: Cast, deep type with hur)s. C. For Flush Mounting in Walls: Qoxes with snatching plastk:r cover for single or two yang outlets. For larger boxes, o ,e solid type or special units. Mount hoxes flush i� all areas. Do not use sectional or handy boxes unless specifically requested. For boxes rnounted in exterior walls, make sure that there is insulaticn behind outlet boxes to prevent condensation in loxes. SECTION 16145 - RECEPTACLES DEVICES A. Convenience Outlet: Duplex receptacles, Sierra 5342-GRY' (NEMA 5-20R). Mount receptacles horizontally at 3 1/4 inches above finished floor, with grounding pole at left. B. Cover Plates: Stainless steel weather proof, Sierra No. WPD-8-FS. *SECTION 16160 - PANELBOARDS PRODUCTS A. Manufacturer and Type: Panelbok,rd type manufactured by the General Electric Company. Construct panelboards to UL standards and provide UL labels B. 250 Volt Panelboards: 1 phase, S wire, solid neutral design with sequence style bussing and full capacity neutral, composed of an assembly of bolt -in -ploce molded terse automatic air circuit breakers witty thermal and magnetic trip and trip free position separate from either "ON' or "OFF" positions. Provide common !4nultaneous trip for .1 pole breakers. Provide interrupting rating of 65.000 AIC as required by, the authority having prrisdiction for code enforcement. C. Panels: Flush mounted complete will, t,,inel trim havir. T concealed hinges and trim mounting screws Provide Iockin:T door with flush catch. D. Cabinet: NEMA 3R. E. Keys: Provide two keys for- each panel Moke keys interchangeable for panel-; of some INSTALLATION A. Provide mounting brackets, busboy drillings, and filler pieces for unused spaces. B. Prepare and affix typewritten directory to inside cover of panelboard indicating loads controlled by each circuit. SECTION 16161 - GROUNDING REGULATORY REQUIREMENTS A. Install complete grounding system in accordance with National Electrical Code and as shown on the drawings. B. Measure ground. grid resistance with earth test meter ar,;J install additional ground rods and conductors as require.l until resistance to ground complies with Code requirements. GROUND GRID A. Provide grounding grids consisting of 9/8 inch by 8 feet copper clad steel driven rods with #►, stranded copper. interconnecting cable in conduit, GROUND BUS A. 2 inches by 1/4 inches copper minimum, mounted on insul"sting standoffs, complete with lugs for connecting grounding cables: POWER SYSTEM GROUNDING A. Main Electrical Room Grounding Grid: Exothermicolly weld cable connections and connections to ground rods. From ground rod, provide one #6 ground conductor to main ground bus. B. Circuit Grounding: Install grounding bushings, grounding studs, and grounding jumpers at panelboards. C. Bonding Jumpers: Provide green insulation, sized correlated with overcurrent device protecting the wir.?, attach to grounding bushings on conduit, to luy , on Loxes and other enclosures. SECTION 16402 - UNDERGROUND ACTRIC SERVICE REGULATORY REQUIREMENTS A. Conform to National Electrical Code and to requirements of applicable inspection authority. COMPONENTS A. Conduit: See Section 16111. B. Conductors: See Section 16120. C. Cable Lugs: Suitable for the application. INSTALLATION A. Terminate service conduit in main panel with grounding bushing. B. Terminate service conduit at C.T. cabinet with grounding, bushing, where required. C. Provide trench and backfill from t' T. to pole, wli -re required. N(TE: ALL SUBSTITUTIONS SHALL BE APPROVED BY THE OWNER PRIOR TO CONSTRUCTION R rr.9�.1II"n DEV CITY OF RAN pCNING GREENWOOD 2 - RENTON, WA. 5500 NORTH SA t A f E, i' ; B,;X 501211 UKLAHOMA Clr), uKL%�i;�rMA 731b4 " (405) 528- I i 33, . FAX 528-6190 J GATE: J%-ttl)ARY 1�396 a __ S'l of 1 EXIS PAN[ EXIS TIME - -- -- -- -- -- -- -- -- -- -- -- -- -- - P/I S 01•00'49' W-•--1323.90'- ----7r•--•--•--•--•--•--•--•--•--•--•--•--•--•--•--•--•--•--•--•--•--•--•--•---•-- �A Electrical Plan Et I Et 1 /4" = 1'-0" EXISTING PANEL SE CCT No. Serving Load P CB PH CB P Load Serving CCT No. 1. Lights - Exterior 1500 1 20 A 20 1 1500 Receptacles 2. 3. Li hts - Exterior 1500 1 20 B 20 1 500 Sp are 4. 5. Receptacles 1500 1 20 A Spare 6. 7. Spare B Spare 8. 9. Spare A Spare 10. 11. Spare B Spare 12. 13. Spare A Spare 14. 15. Spare B Spare 16. 17. Spare A Spare 18. 19. Spare B Spare 20. 21. Spare A S are 22. 23. Spare B Spare 24. 25. Sure A Spare 26. 27. Spare B Spare 8. 29. _ Spare Spare 30. LIGHT FIXTURE SCHEDULE Type Manufacturer and Model No. Lamp Mounting Remarks 1. McPhilben 4A8212e - WL (Match Existing) 1-150 W A-23 Conc. Recess Note 1 Note 1. Control lights through existing DPST time switch. ELECTRICAL LEGEND Duplex Outlet WID Denotes Waterproof Conduit in Concrete Or Underground i Homerun Circuit to Panel Electrical Panelboard VED 1996 GREENWOOD 2 - RE�, WA. 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A.1..•' a A-" ! e'—, Tn4 M ,0 r.rcbr./ LJ 39/ !-J ,et C u q & _0& 7 4 17'-11" Field Verif 11 exp. joint 0 0 a 2'-2 1 /2" Connect to existing drain line m 28'--8 3/4" 88'-11" 2'-0" 22'-9" -2--0" .. 28'-8 3/4" 2'-6" II II 11 I I II II II II II I ( II II II� ( II II II I 1 I{ {1 II I 1 II II II I •1' 11 II I 1 II 11 II 1 I E I 111 ' II II II II II II II II II 11 I 1 C N , C I II �1 II II II II ►I II II II II I 1 I I I I I I I I I I I I I I I- Al Al Sim. I I I I I I I I I I I I I I I 1 1 1 1 I I 1 1 I o I I I I I I I I I I I I I I I I I I I I I I I II - II II II II II II II II II 11 I ' I ' I II ' �� II II II II II II II II 11 I 1 I r__;04,k I II ' II II II II II II II II II II I Ei11 I II II II II II II II II II II 11 I � 11----u-----11-----�-1 ---��------1J-----1L-----t1-----1-1-----1-I-----� I I At At I I t---�--�1------11---l1-----11-----jt-- t1IL---- i —iTSh d to ---- ---------------- N---------------------------------------- S r-------� r--- ---�- - - - - - - - - - - - - - - - - - - - - - - - - -- �J----------------------------------- J I - I = to I I B �� C) B I > At Al > I 1 <} I I � At Al (10 I 0-1 1 a- I I � > Concrete walk = I I I I = I 2'- 6 ;,� Slope to Drain ''a`------'"� L _ 1 -- -- ' - 2„ PVC SS � 1 � � I � � I � � I min � I motI I � C.O. J ' 1 I � 1 � � 1 � � t � r 3" PVC SS � 1 � I � � I � � 1 � � �4" PVC SS 1� I 1 � � � � I � 1 I� � 1 �. 1 �k,��6 PVC SS��f...� ��I�� I.-R=, =01M10 I.- C.O. Two way C.0- _ <—Landscape Planting Area > - -- - - - to C I - a? c Refer Site Plan > in for continuation o of walk N 0 � O 33'-2 3/4" 1' 9 1 4'-0" ll'-2 1 2" 4'-0" 1' 9 1/ 33'-2 3/4" 11 ---- - 89'-2 1/2" - • N � — - - _ Al At N N CJ I �. 1 I \ 14' PVC foundation drain line I \ _I 14" PVC foundation drain line I \ I- -r I ----� r----�Ir----� r-- - i t---- r-----i r - - - -� r----� r---- r---- r---- r----� r----� r-� r----1 r--- -1 -- -, r---- i r----1 r------� r----� r------i r -- -� r----� r-- 1--i r---- i t----� r I I I I I I I I I I I I I I I I I I I I I I I I 1 1 I I I I I ----1T--- 1T------T1------Tr-----rr------1-r------I-----1 I I r'----1T-----1T----- ----*-------�r------1-I----TI-----� I 1 �---- fI-T------I.1-------1�------7T-�---tr-----Tr-- TI------n-----n---- - I Q � 0� I I II II AI II II II 11 II II II II II II II II II 11 II II II II II II II II II II II II II II I ( �� h I I II II II II II 11 II II II II II II II II II 11 II II II II II ,, II II II II I II II II If I I ��,� I I II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II I I I II II II II II II II II II II II II II 11 If - 11 II II o 11 11 11 11 If II 11 11 II 11 If 11 11 I 1 I II II II II II II II II II II II II II II 11 11 ' II II 11 1 11 11 11 11 rl 11 II II II I I II II II II II II II II II II 11 II F I II II .I 11 - PROPOSED I II II II II II II II II II II II 11 I 1 MAUSOLEUM 'n I I I I I I F I I I I I I I I I I I I I I I II I E I I I I I t l I I I I I I I I I I I I I I 1 I I I At A11 11 11 11 _ �r • 1 1 if I I !I I I I I if I I I T At At I 1 I I) II II II II II I I I II II II I) 11 II I I I II II It II II II I� II II II cO II II I I 1 I II� II II II I II II I ( I I I I I I I I in I I I I I I I II II II II II II I I 11 II II II II II I I I II II II II II LI I II - II II II II II #4's at 12" O.0 each way Typical N� D• -- — — — --� — Co � ° I #4x 3'-0" at 12" O.C.- Typ. I N 3 1 /2" I I 2- #5's cant top I I #3 ties at I I 24" O.C. �'- 3 - #5's cont bot. 1'-3" g Foundation Detail Al �Ali" = 1'-0" • 11 #6x 4'-0" dowel •I at 10" O.C. I u, \ _ _ 00 N T � = — -T 5 a- D II O �r #4x 3'-0" at 1'-6" L I I 2 - #5's cont top Q #3 ties at � I _ rn 24" O.C. N - - - - 3 - #5's cont bot. W Y #4x 4'-0" 2'-0" dowel at 12" O.C. z Foundation Detail 0 ly 7 h )2„ I II 1 � . I 3'-0" at - -#4x �- 12" o.c. Typ. _ I - N I 2 - #5's cont top I f► k- #3 -24" ties at O.C. •` 3 - #5's cont bat. #4x 4'-0" dowel at 12" 0 p Foundation Detail ,A1 I Al I" = 1'-0" ' . 1'-0 1 2" " #5x 5'-0" it dowel at 12" O.C. I I I co _ D • #4x 3'-0" at - - - PK-T 12" O.C.- Typ. 3 1 /2" I I 2 5's # = I Cont. top I k- #3 ties at D • 24" O.C. -, T 4 - 45's Cont. bot. 2'-6" E Foundation Detail Al I Al 1" - 1'-0" I I I I 1 1 1 1 I I I I I 11 ' i r.r. ��r.vv I 11 if 11 \' I ^% 11 11 11 11 II II II II II II II II _ II II II I II II II II ___1L _11--- Tr-- I I I I I I I I I I I O 11 II II II 1 �I II II II _I II (I I I 1 1 ---Xl� ----- --------------------i I (�, I I I I I I I I LO I I II II II I � _1 I II � 11 II II II II II II II I ' I II II II II II II II II 11 I I II II II II II II A Foundation Plan d Al AI 1 /4•' = 1'-0" - 1'-0" V-0" I1'-4I 1 /2" I 8- #7 dowels vert. -}� #4 ties at 12 U.C. 3. CLEAR DISTANCES FROM CAST -IN -PLACE CONCRETE SURFACES TO REINFORCING SHALL ' I r D I I BE NO LESS THAN THE FOLLOWING UNLESS NOTED OTHERWISE: It I WALLS . . . . . . . . . . . . . . . . . . . I . 2 IN. 1'-0" � I I BEAMS AND COLUMNS 1 1 /2 IN N N Co -H r I fTk#3 0" - f 10" OC.s cont top at. 's cont bot. 2'- 0" F Foundation Detail Exist. walk ;C 2"0 x 6" pipe � -�� sleeve at 6'-0" a O.C. > 0 M a I° D i - #4's at 16" o.c. horiz. #5 dowels at 12" o.c. #5 x 2'-0" at 12" o.c. , D • n I 0" o ° D I JL _1L - -A<- 3 - #5's cont Foundation Detail Al I Al 1" = V-0" ° FOOTINGS (ALL SIDES) . . . . . . . . . . . . . . . . . 3 IN. SABS-ON-GRADE . . . . . . . . . . . . . . . . . . _ CENTER IN SLAB SUPPORTED SLABS . . . . . . . . . . . . . . . . . 1 IN. • I ( I a 4. ALL CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF ' I I 2,500 PSI. 41 REINFORCING NOTES: #5's at 8" O.C. each way 1. ALL REINFORCING STEEL SHALL BE FABRICATED AND PLACED IN ACCORDANCE WITH J L — _ THE REQUIREMENTS OF ACI 318 (LATEST REVISION), "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" AND THE ACI 315 (LATEST REVISION), "STANDARD DETAILING MANUAL". 2. REINFORCING STEEL SHALL MEET ASTM SPEC. A615, GRADE 60. 3. ALL BARS SHALL LAP 40 BAR DIAMETERS OR 12 IN. WHICHEVER IS GREATER, 4'-0" UNLESS SHOWN OTHERWISE ON PLANS. PROVIDE BENT BARS AT CORNERS. BARS SPLICED AT LOCATIONS OTHER THAN THOSE SHOWN ON PLANS SHALL BE LAP sPt..ICED H Foundation Detail A DISTANCE AS GIVEN BELOW FOR HORIZONTAL BARS WITH MORE THAN 12 IN. OF CONCRETE CAST BELOW, USE 1.4 TIMES THESE DISTANCES: #3 BARS 15" #4 BARS 20" #5 BARS 26" #6 BARS 31" #7 BARS 37" #8 BARS 51" 4. REINFORCING SHALL NOT BE . TACK WELDED IN ANY MANNER UNLESS APPROVED BY ENGINEER. General Notes 5. ALL REINFORCING STEEL IN FOOTINGS SHALL BE SUPPORTED FROM ABOVE WHILE FOUNDATION & EXCAVATION NOTES: POURING CONCRETE. 1. FOUNDATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE GEOTECHNICAL 6. WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A185. EDGE AND END SPLICES REPORT PREPARED FOR THIS PROJECT BY RZA AGRA, INC. REPORT NO. W8118 SHALL HAVE A MINIMUM LAP OF ONE FULL MESH AND SHALL BE HELD IN PLACE BY RECEIvFn DATED 9 APRIL 1992. A COPY OF THIS REPORT IS AVAILABLE FOR INSPECTION WIRING ALL LAPS SECURELY TOGETHER. AT THE OWNER'S OFFICE. J 2. FOOTINGS HAVE BEEN DESIGNED FOR AN ALLOWABLE SOIL CAPACITY AND 7. PROVIDE CORNER BARS IN BOTH FACES OF ALL SHEAR WALLS. EXTEND 40 BAR DIAMETERS PROPERTY AS FOLLOWS: IN EACH DIRECTION. NUMBER AND SPACING OF CORNER BARS SHALL BE EQUAL TO NUMBER, DEVELOPMENTPLANNINL, BEARING CAPACITY 2500. PSF SIZE AND SPACING OF,HORIZONTAL REINFORCING WITH WHICH THEY LAP. CITY OFRENTON, 3. ALL EXISTING SOILS BENEATH THE BUILDING SHALL BE REMOVED TO A MINIMUM MISCELLANEOUS NOTES: DEPTH OF 2'-6" BELOW FINISHED FLOOR ELEVATION AND REPLACED WITH GREENWOOD 2 - RENTON, WA. STRUCTURAL FILL. STRUCTURAL FILL SHALL BE PLACED IN 8 IN. LIFTS AND 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDING COMPACTED TO A MIMIMUM OF 90 PERCENT OF STANDARD PROCTOR DRY DENSITY NTH CONSTRUCTION. - AT OPTIMUM MOISTURE CONTENT. �O R Npn 2. CONTROL AND CONSTRUCTION JOINTS SHALL BE LOCATED AS SHOWN; ,,OF�A.'y �• C�C�I!''GUf'(c,>>[t'Gli CONCRETE NOTES: ON THE PLANS OR AS DIRECTED BY THE ARCHITECT OR OWNER.,,- 0.0c, p c, 1. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI SPEC. 301 (LATEST 4. DESIGN LOADS ARE AS FOLLOWS: REVISION), "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", AND ROOF LIVE LOAD . . . 25 PSF � p' ''` � � '�''' � .:f3�/' � 5500 NGRiIt SAIJTA FL, f .(1. fsOX 5�9�Qy ACI SPEC. 318 (LATEST REVISION), "BUILDING CODE REQUIREMENTS FOR CRYPT LIVE LOAD . 30 PSF �1S-''" `., `.;.� �OKLAHOMA CITY, 01<LAHOMA 73154 REINFORCED CONCRETE". BASIC WIND SPEED . '. . . . . . . . . . . . . . . . . . . 100 MPH �'► d>tic�,;--=:--'-`.''�� (405) 528-;'133, FAX 52'.3-61�30 EXPOSURE . . . . . . . . . . . . . . . . . . . C ��L�.t- t 2. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/4 IN. UNLESS NOTED IMPORTANCE FACTOR . . . . . . . . . . . . . . . . 1.0'>✓'^ DATE: JA.NUARY 199E; OTHERWISE. SEISMIC . . . . . . . . . . . . . . . . . . . . . . ZONE,3Al O f 6 i 3 II u� N �L Ln N rn Z <r rn N of w I Y 0 u; I . N rY A 1 r ioor Tian I A2J 1 /4" = 1'-0„ Rosette and adjustable 1" 9 1 /2" 1'-2'. 1'-4 1 /2" 1'-11 1 2" Granite front fastener shutte Sealant and backer rod- Typ. ea. side Thoroseal coating- Typ. Thoroseal J L _ D 3"0 PVC roof coating- Typ.- �--1 N drain line 1 3/4" 3/4" block out Poured 4- #6's vert with #3 ties at 12" O.C. v \ Existing niche , • i Typical top and concrete wall wall • I. I Poured I oure I� I concrete sides 1,- 1" expansionr concrete wall. wall > D t sealer n I I II � joint filler } Crypt II a sealer 3/4" "� 4 #6's vert wit h #3 ties at 12" O.C. i 4 Q 4 _ Reinforcing- o ( Refer Wall f i_ _,.._ _ _ Ji —Gronite trim r I Sections • u� Granite trim � o _ e Granite shutter N I I Rosette and �� (� I Poured o a concrete Rosette and adjustable fastener �'� o • > Rosette and adjustable fastener adjustable fastener D b I f \Granite wall � d I I Granite trim shutter t L11 Granite shutter Prefab. metal niche I `� a r�i - < Granite veneer . Prefab. metal niche 1 -3/4" 1 3/4' units units 2J 1'-0 1/2" �9" 9. Horizontal Detail D Horizontal Detail F Horizontal_ Detail H Horizontal Detail B A2 A2 1" = 1'-0" _ A2 A2 1" = 1'-0" _ A2 A2 1" = 1'-O" - A2 _ A2 3" - 1'-0" _ 2" 11 5 1/2" 1'-0" 5 1/2` 2" Poured concrete wall 2" 1'-0 1 2" 9" 9" 1'-0 1 2" 2" Prefab. metal niche Granite shutter units � Prefab. metal niche Rosette and adjustable fastener Granite shutter a J I I Reinforcing- Refer Wall Sect ons I I iI oured concrete wall units D Granite trim Rosette and adjustable fastener I ' Granite I Granite shutter N Granite trim \ • I I 3/4" block out 1 /2„ Typical top veneer 11 Rosette and ( 1 /adjustable fastener c and sides I iy Crypt sealer I CV N Granite trim \ 0 1 3/4" I Poured concrete wall 4 1 /2" �I�--- �, 0 _ a, 0 J s � �D — ..--� __T= -�1. Thoroseal � _ _ N r coating Typ. I Granite veneer J ° (ThorosealL Poured O a ' d A Q K 8- V's vert with Concrete retaining coating- Typ. 1 3/4 Granite shutter Granite trim 1 3/4" concrete wall l a #4 ties at 12" O.C. wall 4- #6's vert with 4- #6's vert with Rosette and #3 ties at 12" 0-C. Steel pipe handrail #3 ties at 12 O.C. adjustable fastener rN - Anchor to retaining wall N ----_ Line of roof 5 1 2" 1'-6" Horizontal Detail overhang E Horizontal Detail G Horizontal Detail Horizontal Detail C _ A2 A2 1., 1'- U' _ A2 A2 1.. = 1'-U _ A2 A2 1„ - 1' 0" - A2 A2 1„ = 1'-O" - GENERAL FLOOR PLAN NOTES: 1. Provide 1/2" joint filler material at all sidewalk joints marked "ES'. Sedl joints with polyureathone sealant. All other joints may be sawn joints. 2. Provide two crypt sealers at each tandem crypt. 3. Contractor shall be responsible for finish grading necessary for proper drainage away from building. 4. Protect existing structures and landscaping from damage. Repair all damage c0used by construction. EXTERIOR FINISHES: Crypt fronts: "Spring Rose" Granite trim & ends: "Balmoral" Exposed concrete walls: Thoroseal, #8500 Off White Exp. conc. above niches: Thoroseal, Accent color as selected Prefinished metal fascia: ColorKlod, Dark Bronze Exposed concrete walks: Light broom finish Niche fronts: "Spring Rose" Columns: "Balmoral" FIVE®. r:a 1 1996 CEVf= `s1Y OFIREN ON ij ING GREENWOOD 2 - RENTON, WA. GpRNp�� WAsf f1 �' C�Ofr'fftl��1!r�U`tl C. X i 5500 NORTH SANTA FE, P.0 I1 '-X 54828 10 �c, 1.r jOKLANOMA CITY, OKLAW01,1N 73154 (405) 528- /1;`,3, FAX 518-61:DQ DATE: JANUARY 1996 EXPIRESS?l 1/ 1 A2 Of 6 k II kn N O N� co z Q In N Ct w I 1 S 0 C) J LL1 I N LY N d I lb T2p of roof sl( EL. 69.375' F.F.L. 54.00' Prefinished metal B C B A2 A4 A2 A4 A2 A4 Prefinished metal fascia roof slab 375 4.00' B South Elevation A2 A3 � /4„ 1,-0„------- _West Elevation 1 /4" = 1'-0" N N I I in in Top of roof slab _ EL. 69.375 Existing con( niche wall N \ Existing foun drain I To of existin walk EL. 56.54' Field Verify F.F.L. 54.00' C North Elevation A2 I A3 1 /4" = 1'-0" - - I I I I I p East Elevation A2 I A3 1 /4" = 1'-0" - Thoroseal coating Top of roof slab EL. 69.3 55 _ F.F.L. 54.00' M :D 396 UtVi:L .rIVILN i, HLANNING . CITY OF RENTON GREENWOOD 2 RENTON, WA. i GpitN�.p bF `v^sJ��C�j� G©Ga�i �C7Pi� r1 5500 NORTH SANTA FE, P.O. BOX 54828 6t; ,) n 7 OKLAHOMA CITY, OKLAHOMA 73154 j (405) 528-713.3, FAX 528-6190 GATE' JANIJARY 1996 A 3 of 6 V 0 qq- to 0) Z Q tn1 N Exting Ma soleurr1 I --------------------J N I tr) T2p of roof sl( EL. 69.375T F.F.L. 54.00' 14 Prefinished metal Ifascia Groni e trim Ste fl pipe han rail— Pai t 1 I r 1 I I anite shlutter. I I I - - �" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----------------------------------------- roof slab 375 4.00' South Elevation A2 A3 1 /4" = 1'-0" - !------------------- i--------------------------------------------------i----------------------------------- - - - - ------------------------------------ -- -�---------- - - - - --------- - - - - -J East Elevation GREENWOOD 2 �-`RENTON, : WA A2 A3 1 /4" 1 _ r . o GpRIVp WAS s� 5500 NORTH SAOA FE. P.O. BOX 541 28 , OKLAHOMA CITY, OKLAHOMA 73' 54 � rO (405) 528-7133, FAX 528--61�Aj .j NA1.LDATE; JANUAaY 1996 EXPIRES 181 3 o f 6 4 •II N 0 0 co m z a rn N W W I Y 0 rj M I N !Y GB A5 A4�A5 A4 A2 A4 _1 m . Top of roof slab EL. 69.375 I I 1 1 I Gr nite trim) Existing Mausoleum N I Granite ;hutters I in I N Top of existing walk iti EL. 56.54' Field Verify 1 F.F.L. 54.00 I _77,27177,77777 (A4 3 B Building Section ,.2 1 Aa 1 /4„ _ 1'-0" - Steel pipe handrail beyond J 3/4" chamfered edges —� Existing or replaced concrete walk Cast -in sleeves to 2 6 Firm, undisturbed accommodate posts existing earth secured with poured lead. 1-#4 rebar Cont. at each side of sleeves. Retaining wall beyond i New concrete walk _ on cumpocted sand base •o Refer to Floor Plan J > #5 dowels at 16" o.c. ---=I New planter 12" min. depth ° #4 horiz. — / s 2'-0" at 16" 0-c•1 I l i—I I I — I I (•' e--_—_ - � _• 4 # 3- 5 .rebar Cont. I=1 I I -III -III -I 2'— 6 p Retaininq Wall Section A4 1 A4 1/2" = 1'-0" Field verify e, to assure AA at walkway - exceed 1:12. 'A Building Section A2 1 A4 1 /4" _= 1'-0" - Top of roof slab EL. 69.375 - F.F.L. 54.00' 1'-3" C � A4 A5 A2 A4 �1 / I I I t I I I I I I \/ I I Granite base) t 1 A4rCA5 A2 / C Building Section A2 I A4 1 /4" = 1'-0" E _Retaining Wall Plan C_ TA 41 /4" = 1'-0" - H A4 A5 12p of roof slab EL. 69.375 Is ---I• E:1 n ` 1 1 I F.F.L. 54.00' 1 - I - -- - - )Sim. Top of roof slab EL. 69.375 s N in F.F.L. 54.00' RECEIVE 9 1 1996 DEVELOi-sACN-1 PLANNING CITY of RCNTON GREENWOOD 2 - RENTON, WA. ORNF Opt V1�Sy, �l� (-D cc) PIn l "Cli)P SUU i CJ�` 1�',�r � r' < 4 5500 NORTH SANTA FE, P.O. 00X 54828 OKLAHOMA CITY, OKLAHOMA 73154 (405) 528— 71 33, FAX 528-6190 5 DATE: JANU!'.RY 1996 A4 of f L #6 x 4'-6" Dowels at 10" o.c. C For Slab Reinforcing Steel For Slab Reinforcing Steel H For Slob Reinforcing teel 1'-6" For Slab Reinforcing Steel #3 x 2'-6" Dowels Ref. Roof Plan = Ref. Roof Plan A5 A6 Ref. Roof Plan 1' S 1 Z' 1'-0" 1'-6" �' N Ref. Roof Plan of li " .c- at each AS A6 4'-0" 2 1,-8,. 1,-0., 1,-6, \ 1,-0. I'-0' /`' I #6 x 4'-6" 1 -60 �. Single ply roofing Single ply roofing Single ply roofing\ '� Single ply roofing I 1=�" tingle ply rootin,3 - - #4 x 3'-6" Dowels at 12" o.c. ooin Dowels at tU" o.c. ,n ( ;,� l�° V - 6" - - - 00 00 - - -• - 3"0 PVC overflow �N _ - - - •- �. -�._- - -------------- ------ --- scupper- Ref: Roof Plan cy I f 1 I Dimension varies - slope �1 ` N #4's at 12" O.C. 2 1 2" skim coot rough finish 2 1 2" skim coat rough finish I #3 x 2'-2" Dowels I P 1 , / g iv at 12" o.c. Typical II [ 1 /2' sk r, i r,;,., t. finish / 9 ,n I LLI � yP ci 3" PVC roof drain ( ( goof to drain 1/8" per foot �� t each way / p q f ( tt minimum- Refer Roof Plan I I with W1.4 x V1i.4 t3xt) WVit with ,n y E with W1.4 x W1.4/ 6x6 WWF with I with W1.4 x W1.4 6x6 WWF with To of win wall to tl f III 1 11 / structural slab over skim coat N structural slab over skim coat match top of exist. I I 1 I 8' "' Refer Plans I 11 I �v I 1 structural slab over skim coat Thoroseal Coating A5 A6 Typical Typical niche wall Thoroseal Coating I II I i,ll u, I 11 Typical on Soffits and t�PP' on soffit �I 1� - - - - 1 - - _ I.1 -,--- Fascias --.--.-- •--.--.---.--- •--.--•-.-.--. _._ _ - -.----.-•-�-�- � � I ,�-�---.-- - I ._ - --- l i I, I I - � •, 11 ;• 0-4 t 1 I• Crypt sealer 1 m - N ` Granite veneer L J Granite shutter N #3 x 2'-0" Dowels 1'_6' I I II N 11 6'x 6 wl.4 x w1.4 WWF II II 3' concrete slab with pit 15" o.c. at etch -� 6" I I I 1 crypt. Typcial L I I i typical at each level I 1 Adjustable front ` F � - -- - - -- - - - - -- • -.- -. --- - -- -- - ---.- _ fastener w/ Rosette ; -- - _. -.-. -_.-.-..-.-.--• -•- -•-.- - - - - - -• I 1 Poured in place I i l j 1 I •I .I Concrete wall B 3" concrete slab with 3" concrete slob with I Poured in place I I 2 - #3's cant �' Poured in pl I 2 - #3's cant I 1 A2 A2 6 x 6 w1.4 x w1.4 WWF N - 6 x 6 w1.4 x w1.4 WWF Thoroseal coating on I I each crypt height I each crypt height _ � 9 iv Concrete wall � •� I YP 9 iv Concrete wall � I m g I I 6. X 6 W1.4 X Wf.4 WWF t N typical at each level I typical at each level concrete wall II II 11 11 / YP 04 I I ( , I ( I , I I I I Each Level c f Crypt Fir --•-------- --- �,----•---• - I - I-� I -in FI I.III`I 1 I - • 1 • I• ( 1• #3 x 3'-6" at 12" N I I 1• #3 x 3'-6" ® 12" iv I o.c. vertical) each I 4 bars horiz. OC vertically each / #4 horiz bars at 12" o.c. F I t Typical #4 bars horiz. 1 I crypt height. Typical N # I I crypt height III I (�Mointain 1 -,5 4" N at 12" o.c. I I , 1 at 12" o.c- I ( I I 1 3/4" I, spocinq at ends A5 As ( Each face IJ = Each face •� W I I 1• I I. I� I • �I 1� 1 I 1 2-#3 x Cont. Ea. Crypt Height r 1 /2" shear wall with 11" shear wall with-4--A•I N 1'-4 1 /2" shear wall- 7�I .I •I • N #4 vert. at 12" o.c. #6 vert. at 10" o.c. I N with #6 vert. at 10" o.c. I, \ I 3 1/2" I) I Each face II Each face 1 II II 11 Crypt front fusteriers l I anchor (typicul) N I j Iff I ---Bar Stop-, aD Top r,f `il,it, 4" concrete sidewalk- w/ 6 x 6 w1.4 x w1 4 '-•- -•- --- - - - -•- --.-.-.-.-.-.- " w _ -- -- -- - - ri.( WWF on compacted 6" cam acted ranular I I I I.I I K K 3'� x 3' t; Long d>9 It'" 6" compacted granular p g r 4 concrete sidewalk � � 6' compacted granular 6 compacted granular � r f # 9 , granular fill rG fill typical fill typical I Finish grade w/ 6 x 6 w1.4 x w1.4 I I , till typical cv I I i fill typical '� '' Vert. ea. r,r ypt lit A5 A6 ci Varies N WWF on compacted 1; r I� 16 l of N p 6 mil vapor c14 6 mil vapor granular fill I� I� 6 mil vapor N I 1; 6 mil vapor I; att face. ot�,rYptSiF.wrtlk/(Ic�r,r PP barrier barrier I I Cementitious waterproofing,n F.F.L. 54.00' I. h� barrier F.F'.L.. 54.00' �; barrier r ,n F.F.L. 54.00 I at walls below gra e: _ , - 2 - = � -�------�---�---. I Zypex, Crystalline Coating �---.----.--- �--z-� oo �---�---•. �---T-- �---� z---�---�-{.:--.-----,-- -.-{-- --- #� ,�t ; I -F;,, r--- --r---r---r------r--- 03 _ 1L- �- r... x r T r I I or approved equal --------- Lr-I Drainage mat: Enkadrain I I or approved equal Concrete footing Concrete footing - I- Concrete footing Concrete footing 6 mil vapor barrier 8" 3 1/2" 2 Refer: Refer: I I 4"b perforated PVC drain 3 1/2" [2j- 2-#5 Refer: Refer:rF B p---1---�line- Wrap in filter fabric Al Al Al Al Al Al Al Al ('A`� Wall Section B Wall Section c Wall Section Wall Section E Wall Sectidim 1 /2 ' = 1'-0' - = - / ( ` Ait A5 1/2,• _ 1'-0" - A4 A5 A2 A5 1 2" - 1'-D A4 AS 1 .1.. _ 1'-(J., #6 x 4'-6" Dowels at 10" o.c. For Slab Reinforcing Steel f Ref. Roof Plan15 x 27 Beam with 1'-6= 3-#6 top & 2-#6 bot. For Slab reinforcing �; J Single ply roofing rC**`)i with #3 stirrups at 12" o.c. #6 x 4'-6" Dowels at 10" o.c. Ref. Roof Plan A5 A6 A5 A6 1,-6„ 1'-6" "�1'-0" 1' 8" 4'-0 1 2" A5 A6 N Plastic vent glover ^goofing Dimension varies -slope o Single ply roofing roof to drain 1 /8" per foot � Fmin.- Refer Roof Plan 00 Co Co 1L Co 6 #5 bent bars ( `n Thoroseal Coating N Thoroseal Coating �� I I r I i • . M h I� III 3 #4 top and bot. with N N 2'-0 on Soffits and on Soffits and II I I I ( III #3 stirrups at 12" o.c. Fascias �n= Fascias ii L III I I �' I I III --- I1 --Future niche space 0 to r c • I I I Future niche space 11 I 1 I I I I I -11r---Thoroseal coating t 2t 18 x 24 Beam with III I� 17 ---- FI ` _ _ - III o - 4-#6 top & 3-#6 bot. `i Poured in place - - with #3 stirrups at 11 o.c. Concrete wall 111 --- III I- -- - I �1 II - II1 Poured in place and 4" o.c. at cantilever. III I i I• '`� I i II Concrete wall r" T t -t r Slope top 1/4" to drain I►I I' I •I I - III 1 II _ n `� N D I I I I I 1' 3" concrete slab with 1 l --�11--- #4's coat. horn. at 12" o.c. 0 1 A5 A6 ,#4 ties at 12" O.C. _ �" I I I) C1, 6 x 6 w1.4 x wl.4 WWF II I I III Each face - N _ A5 a6 typical at each level Q N I I v Granite veneer L J - 9" shear wall with N \ �-- - - 1 #6 vert. at 10" o.c. I' III 8- #7's vert. 9" shear wall with I l 1 i 11 Each face (a #6 vert. at 10" o.c. 14 x 18 Beam with Each face I I III Slope top 1 /4" to drain to and bat. iv I `2 - #3's cant I - iv P #4's cant. horz. at 12' o.c. , I N each crypt height I j III iti Crypt front fasteners N I I with #3 stirrups at 4" o.c I I I ( I 1= 11 anchor (typical) Each crypt ht.- Each N M I •-- --- -. - �� I to M in Prefabricated metal niches on Granite shutter a cj metal channel framing- Owner I I 1 I• 1-1 I' d (It t r install i I I #3 x 3'-6" ® 12"• I ( I - - Rosette supp �e on rac o I I Refer to section M co N OC vertically each N M I C I Granite shutter f 1 II 1 crypt height (I I Maintain 1-3/4" f N I I N I I K i� spacing at ends 11 3/4" for section reinforcing A5 A6 Rosette and shutter I I I I A5 A6 c F j 1 - _ Sim. & Opp. (n - --. I .- - ' - - jj I v 1 a) CC)fastener ,,,-- -. • o -t #3 x 2'-2" Dowels '" 4" concrete sidewalk I I 1 - at 12" o.c. � cD w/ 6 x 6 w1.4 x w1.4 .I _ I• I I Prefabricated metal niches on N 3 1 2" Vent - 1 _ l'-8" I WWF on compacted I I 1 1 metal channel framing- Owner N 04 = / - 6"1 _+ r granular fill f i iI V ii f 1 -_- supplied, Contractor install 3 N stack I Adjustable front � - 1 I I Granite shutter o � h I� j fastener t- - •- 1 - M - ' - �j f < rn��,/E[) - Rosette and shutter _ 4" concrete sidewalk I I I jI fastener N N _ _ 6 Mil. Vapor w/ 6 x 6 w1.4 x wl.4 (9 o I I f 6" compacted granular, I Barrier I - - I fill typical I ( 4" concrete sidewalk \ \ �� :;' � 1 1�96 tD N Line of top of sidewalk d��1FLUrjViEN1-pLANNING r -r L.- WWF on compacted ;n Cementitious waterproofing I, `v m �Iranular fill 3 1 /2'- - 2 1 I 1 w/ 6 x 6 w1.4 x w1.4 I I at face of cr is "g u at walls below grade: r iv NE Zypex Crystalline Coating ( I 6 mil vaporWWF on compacted 6 Min. Fill- TON III �- �; barrier ` granular fill Crushed rockCITY of Rt'�NF.F.L. 54.00't°or approved equal _ I F.F.L. 54.00' GREENWOOD 2 - RENTON, WA. N N ,n 1Concrete footing -� 2"3 1 2' �' 11= 1 I-1 I I-1 I I=1 I I- ° �)`Y,1,`Concrete footing -i / l.� Concrete footing Refer• - � Refer: Refer: Similar Al Al Al Al :qA�)Wall Section G Wall SectionAI /2' 1'-0„ H Wall Section A4 A5 1 /2" = 1'-0" AT FACE V 1`''c--'�'�� OF IVALL A T VEN T/ DRAIN • 5500 NORTH SANTA FF. P 0 BOX 54'i?fi _J Wall Section �'S, ft';:_''�►i OKLAHOP•�-= 11MA '�- A4 A5 1 /�' _ cal; I'405) 5:. 1'-0" 1G.„ALF�' DATE: )41JI)ARY 1'06 S 21181Y EXPIRE5 of i 6 O(P 3 0 EXISTING MAUSOLEUM M RS2 - 5 1/2" on 2 1/,2".min. - 8" slab Reinf. - #4012" o.c. each way centered, 5 1/2" slab Reinf. - 6x6-W1.4xW1.4 centered, 2 1/2" slab "� PVC overflow 2-#5 x Cont. around perimeter Plastic vent with 1'-8" splice lap. Minimum cap- Typ. Prefinished metal fascia scu PP _ r- I +j---------------------------------------- ----------------•----------------------------- _--4 r I r- -� r --i r- -� r- -� r- -� r- - ;, r- -� r- - r- -� r- --� r- - i r - - r- - i r- - i r- -� r- --� I /� I t 1 I I l.� I I I I wl I I 101 11 M 11 n l 0 1 101 1 1 1a I I M I I M 1 0 1 101 1 1 M I I 101 I I M 1 I M I I f yf I I I II II II II I I II I II II II I tl 11 �`, � 3"0 root: II I II II II II I II II II II I ( ( I I If II II I II ( II II I I II II I drain II II I I II II II I II I II I II I I I I I II II II II 1-t4—�-{4— 11 I� I I II 11 II 11 1 I II II II II I 4-4-�—�— II II I I w I I I I I I 1 1 I I I I I I I I I I I I I I I •t-t---� -�—tt I I I I I I 1 I f I I I I I I I o ,5 I II II II I I I ,.- I I I II II I I I� II II I I I II 11 II II II I I II II II I I II II II I I I o I I I I I I '0 ro I I 1�0 I I I I 3" ri r B I I I I I RS2 �I III I I I I I I I I I I I I RS2 ( I I t l I I I I RS3 I I II rai II I I II II drai Re: As As I II II II II II II II I II II II I II II I Ir I I E I I I II II II II II ( II / II t1 II II II I It It tl II I— — .� I I II II I II I RS2 II I II I I II II II II I II II I I II II vF Roof I I I I III Root'er =YP�a II II II I I I I I I I ---------1II 1 --------- hhII ---- FtII CI---- -- -- ----I-1 ----------- slope slope 1 1I LJ Li RS3 11 11 1 r 11 ro11 11 1 1 1 I I 101 I lot I I I I lol I 10 I I I I Id I fa II I I M I lol I d I I I I I II I II II I II II I fi I I ( I I II I II II I II II 1 II I I I I I � I I II II II 11 I I 11 II II t� 1 1 t I I 1 1 II 11 II II I 11 II I It II I• I I I I I II II II II I It II II 11 I I I I 11 II II II, I II II II II I I I A _ I_ _ _ 11�`� L —I— _J - - �-- - --u— - --L- - I - - - �-- - - —� - - - .�. _ _u— _ _ L u- A2 Aa I I I I � II 11 I II ll II I I .I I I II II II I II II II I I I I I I I �V II II II II II 1 II I I 1 I I I II II II II II II II V1` I I ' II it AS A6 _ J it r1� 11 I I I I I I I I I► 1 I I RS1 L_ T I II ffo, II III II II II II II I I ------- I I 11 It 11 II II Ij II II 11 \ ` L_ L �/ U 'Q U U U U U U U L_ _1 I I l.^ -1 U U U U U l� U I U U 1_ J %� RS3 I I I ingle ply roofing on 1/2" 18" x 24" conc. beaL rigid insulation- Typical / -'�i-}----r�-�-r-- -----� RS3 L_ J 1 I L_ J Additional 3-#4 x 10'-0" top Prefinished metal fascias RS1 - $" slab t # P Additional 3- 4 x 10'-0" to #409" o.c. bot. tran v, RS3 - 8" cantilever slab B C #4C�16" o.c. bot. Ian F C Reinf. - #4012" ox. top each way B #4016" ox. top each way Reinf. - #4016 " o.c. bot. long. A2 Aa 2" Typ. A2 A4 AS At A2 AS AZ A4 -im Typ 1 Reinf. - #4016" o.c. bot. tronsv. - Ro f is sr trical about c nter line 2'-8" 88'-7 1/2 2'_ 8" • 93'-11 1 /2" Zurn Z-126 Plastic Dome Roof Drain Single ply roofing on 1 /2" rigid Concrete Roof Slab insulation board _ 11119lI�IIBIIII � _, / PVC Drain Pipe Schedule 40 B Roof Drain Detail p Beam Detail �AGII" = V - U" Single ply roofing 1/2"x 6" wide CDX plywd. on 1/2" rigid edge strip- Continuous insulation board 14" x 18" beam with 2-#5 top and bot. with #3 ties at 4" o. 1x4 nailer- Continuous /Caulk-cont. at 1/4" gap Keyed in place • • Concrete roof ° slab D• • n _ L2-#5 cont. Thoroseal Coating 'F'� Roof Ed e Detail AS Ar, No Scale v Prefinished mtl Adjustable front fascia wfastener C Cont. cleot a `n Crypt sealer 3/4V_,. 2 Granite shutter M C_r_yp t Head Detail 'A Roof Plan A6 A6 1 /4" - 1'-0" 3/4" ---Granite shutter Crypt sealer Single ply roofing on 1 /2" wood fiber insulation board 1'-0" 1'-0" Refer: C/A5/A6 for fascia detail Poured in place Concrete wall 3" concrete slob with 6 x 6 w1.4 x w1.4 WWF typical at each level 0 ° I —Future niche space 1 I t I f• I I Thoroseal coating 1 1 11 Slope top 1 /4" to drain I e I • L _ _ __ _ _ _ _ I I (. .I° '�< 11 2- #5's cont top & btm. It �" ° • ° I1 I I with #3 ties at 12" O.C. -- Adjustable front ° - I--- 2-#5 cont.fastener: I tie anchors pp -- — �- — _ -5 — •�" `-3 u PVC. overflow scupper x 1'-6" dowels at 12" ox.to J — N# Granite trimcast-in vertical steel ° Ie I � \ LX x x a 3- #4's horz. <—Rosette I I and shutter Rosette � #4 x 3'-6" Dowels cont. each crypt fastener #3 rod continuous 8" concrete roof) I at 12" o.c. ht.-ea. face � 1 < Prefab. metal niches slab II 1'-6" I <—Granite (° shutter 0 #6 x 3'-6" vert. �4 iiiiii I N �'1 \�Thoroseol at 10" O.C. each crypt ht.- ea. face coating on concrete wall *--=— F Typical Crypt Floor H Roof Ed e Detail K Section Detail NPR AS A6 1 1/2" = 1'--0" - 1" ' Single ply roofing Cast -in drip edge 3/4" 2..on wood fiber x 6'-0" '-0t insulation boarddowels < Refer: C/A5/A6 for Slab Reinf. I F "� Adjustable front Granite shutter fascia detail ` refer to plan fastener \ `� --- -- _V -- - - - - - - - - - •' T T a Co_ y - _ _- v • < Rosette (I, 2" I ` Bottom of' j crypt floor #3 rod Cont. v 7`1 ° n-t- I — r4- 1 — Caulk-continuous at 1 /4" gap a Granite veneer I I 10 I 4" concrete slab with II _ I I I ( QI 8 #7 s vert. 6 x 6 w1.4 x w1.4 WWF #4 ties at 12" O.C. �-- — — -( — Crypt Base Detail i Roof --Edge Detail 2 N I. N iD r- G a , 4EC"FIVED 1996 GREENWOOD 2 - R li' O ' ; WA. L0 it 5500 NORTH SANTA FE, P 0 BOX 54828 f` r,�� ►�/; OKLAHOMA CITY. UKt-Ati ,MA 73154 (405) 52e-- I1 33 VAX 528-61 yU rir-�•.tr, DATE: JfiNUARY 1 t46 EXPIHL� �l �, y �--..► A 6 of 6 IRRIGATION 1' = 20' NORTH PLAN uoot _mom Ii 5X�f7-/re PLANTING PLAN 1" = 20• NORTH I Shrub spray head Finished grade MI4 Height above grade determined in field. Black pipe only. ii 12" nipple Class 200 PVC 2 90' Marlex Ells lateral Sch. 40 tees lyp. DOUBLE SWING JOINT . Finished grade •'�14�11 Il f� i Spray head 2 90°Marlex Ells 12" nipple or Funny pipe I Sch. 40 PVC tee Paving Select backfill ,IT �'remove rocks. ?� 1debris and°r - sharp objects� r , n "- � CQ PVC class 200, sleeving twice O - size of pipeJ _ L 90° Marlex Ell Lateral or Main TRIPLE SWING JOINT SLEEVING DETAIL IRRIGATION SCHEDULE o a /V S'el'`CS �v" 1AAK7 F�-�P I z i /1/7e, PlIG C`aK 7-00 GL Va/v� /� '� �t �� ` eS' �'e�- �` F1171T gl�Oe, ® c�/rl??�,�r� Plant twice ball 6" m TREE PLANTING DETAIL PLANT LIST '12 Prune diseased and broken branches 16 gauge steel wire through clear vinyl hose below first crotch 2x2 wooden stakes securely driven into ground. Stain brown. Water basin with 2" mulch Unglazed planting pit surface 1/2 topsoil 1/2 native soil, water thoroughly, fertilize Water basin with 2" mulch , - Prune diseased and broken branches .Compacted topsoil water thoroughly, fertilize as required —Planting hole min. twice size of root ball SHRUB PLANTING DETAIL Planting bed with 2" mulch i 1/2 spacingK distance Finished grade 0 Select backfill �tl� remove rocks, '. debris andr- _= N sharp objects PVC class 200- lateral �' • _ �o co PVC class 200 — mainline Valve wires TRENCHING DETAIL GROUNDCOVER SPACING DETAIL Triangular spacing /UGGc%�'-?IDGC 22 /I�X Gr��a�a��Xa t�SOi/S �iT�ry 722 /i�'7Yfi STATE OF WASH I NGTON REGISTERED - LANDSCAPE ARCHITEPT KENNETH E LONEY CERTIFICATE NO 363 17 O w Z u1 Q � o �l w I O V J :DI S� L 0 p OI O 0 Z , O Ld W Vi z Q CL Z O o ry Q DZ0) IL�I - W viz CC ZCr o ig37 yy W h I> 1 n w z��o W Y SS RS n Q U 0 Z_ Q •4 • i f i ♦ „ x 't .. r ,, .`ra .! i ' ,S .•r ti.t r♦Y` T •. r.• Existing ci , Maintenance Existing Limits of Survey I �, C• Mausoleu Refer Site Plan I t i era A /C 1 /C 1 I ' •'y:e L— — — — — — — — `, A D Burial Burial Burial I Garden Garden Garden I THIS SITE PLAN WAS DRAWN FROM IMFORMATION PROVIDEDED l't BY JOHN R. EWING & ASSOCIATES, 1314 S. CENTRAL #200 KENT, WA. 98032 AND BIAMA & HOLMBERG, INC. o ' 100 S. FRONT STREET, ISSAQUAH, WA. 98027 Q t Burial Burial Garden Garden I BENCHMARK: 997 CITY OF RENTON 1 Existing B I t Mausoleum I ELEV= 342,12 Buria Burial FU 00 Gard n Garden Burial Garden It •E, i Existing Columbarium LEGAL DESCRIPTION GENERAL NOTES INDEX and Cremator T ' L1 R , 'F Burial PARCEL A: �t ; Burial Garden I NOT PART OF THIS SURVEY. 1. PROJECT: GREENWOOD MAUSOLEUM, PHASE TWO t Garden I I Sales PARCEL B: 2" OWNER: 350GREEMONROENWOOD MAVENUELN N.E. PARK ° THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 16, o Q o ............. ......... . Office I TOWNSHIP 23 NORTH RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, RENTON, WASHINGTON 98056 EXCEPT THAT PORTION THEREOF LYING WITHIN THE NORTH 45 FEET, WEST ATTN: DAVID COMBS 30 FEET AND SOUTH 15 FEET THEREOF, AND EXCEPT THAT PORTION THEREOF `:(206) 255-1511 �• o 0 o D o t ZExisting LYING WITHIN THE THE EAST 12 FEET OF THE WEST 42 FEET OF THE SOUTH � o � ' � D f.Funeral Existing I 300 FEET OF THE NORTH 330 FEET OF SAID NORTHWEST QUARTER, 3. SITE AREA, APPROXIMATELY 41 ACRES f.( Home Retention 0 I Pond I SAID PROPERTY BEING PORTIONS OF STREETS AND PLATS AND REPLATS 4. EXISTING ZONING: R8 (SPECIAL USE PERMIT GRANTED) &,2 °cnI O c OF GREENWOOD CEMETERY FILED UNDER VOLUME AND PAGE OF PLATS, G ............. �a �C 22/35, 22/36, 33/24, 46/96, 47/19 AND 54/58, RECORDS OF KING 5. SEISMIC ZONE: 3 4. s l " z COUNTY, WASHINGTON. �s 4C�, 3AM IL6f CEMETERY 6 DESIGN LOADS: CRYPT LIVE LOAD ......30 PSF GREENWOOD CE E — — — — — — — — _j ROOF LIVE LOAD PSF n� p , 'p' ` '} "•': fi 0 50 100 200' CCU D uoodftm BASIC WIND SPEED MPH - - - -C f t--}�4 th Ave. - SF - - - � 1323.06' S 01 *04'13" W i •r € +I. 7. PROPOSED USE OF BUILDING: CASKET AND URN STORAGE p 1 /4 CORNER LJ'u ...................... ........ D d O o k .D��O 8. 1994 UBC DESIGNATION OF OCCUPANCY GROUP: B � 9. 1994 UBC TYPE OF CONSTRUCTION: B C.................................S 10. BUILDING AREA: 1,293.26 SF ' - � ' '�` • 11. OCCUPANCY LOAD: 0 p and. - (a o4 f� . . . . . ... . . . . . . . . . . . . . . . . . • . . V A 1115 ............... . . : . . . . . . . . . ® Y •� :. PROPOSED MAUSOLEUM FIN. FLR. EL. 354.00' REFER: A/C1 /A2 r :c,� t 1 .•�F: •.� Existing New contours Ex sting contours Fence indicated thus in _icated thus Foundation 0 0 4 00 X ro`L �'o ,5h drain 5h 5 `ti 6' CHAIN LINK FENCE 45 / PLL S 01'00'49_W 132390-- -- -- �— -- -- --•-- -- -- .._. �;,' 4. F x------------- - --- ------------ -- - -- _---___-_- - r- +, 00 Existing I POWER 011 / Mausoleum - �. I POLE �� X F.F.L. 357.0 / J / // l z �. PQLEL OF t / ' �—_-----_ i � / I l�� - aylight ro9f-d>'6ins thru hea�4vall— Re ___------------_1STORM AA.N ., ` I /O _- - J,, r'�/ F— // __— = . J / RIM EL. 343.84 �i / \ / Concrete walk ' .. \ lam— / 38.67 Field aferif I / Existing concrete / — — ' — — —DRIVE— walk —�— / C/L PRIVATE �- to remain �— r Start of walk fk sh with— / i / / —tom / � / ` ,; ,• existing pavoent / / i Existing arking along---' 30.00 60.92 �P/ / _ --� -- drive —,'typical / / ______—_ _ Exist. 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Th,a .r,o�..J 6e,rr•' e•+ iY! -0 5 t, J3 (r J•f••° �••v,dJ lI �'/,t! ENTIRE MAP 111. It" tR pm T"►up[R w , AviRTil•0 1W UrAn" Tm nip lAY *S •�'• 75E or h 1 PIIO/gir It A" q Rop OD/�••r*+� AssIJ, ..J r0' CITY OF RENTON l"aDo ACCOUTE wz"uurrwm TOUFfJier uD S. E. 9 - 23 - 5 c{{eo •{ T C 0 - TAx COMMISSION ORDER KING COUNTY ASSE.SSOk N E 9-23 5 SCALE 1' • 100' • �: t 1{3{0) {0 r9 ti r. N BBo 48' 3•T"1Y 13t7 93 " 'r 347, , o ••� �• tlot r si •t •s . T 0` rS ss A .t t •j� y� S r F.!° 1 6 �,.r••� ' \\O d'D 1 rC ° , soy a• •' t ,WI,s�• �"Pr 'sus • •/o` ! 3 , L ♦S 4 °.° `_'f•NE TTH 1 O J 0 1 r'p p o o T•.. r • •,:ra 1 �z1 i' ostS 7 1 a ••.•",. ,� ° ! `1N\- e09So .,y 0 , �= ; �9 �• L y �w °•r°ti of r Y - e �t• . a 9 ; t„ t ] 9`G Ij � y\k� I ,•p4 "° 4 "..�'' °,TO • c^4 E� )do' •�� 7��, ± 6r` r O/ 0.p40 n�4 a e S ° • i old ei, °s ; • ,o>'� �d, 90N•EZ7 thS T. I �s N. E77H �tsr�aa.oSrs• S T � bAQ � � sfs s•p•,00 i .z ` ,• 4S S e O ES !•• > • r °rI {{ of A N. E. 7 T H S T .� h , • O��G1\ I � ! 61 6'� nF'•_(J S o ' t t� YI • W •, t ,• 20 e D\� •,e' p 41 T� 4 10. 0 ;• ll � ;., P 2J i' IJ ,, • .° Ly 71h Pt ,v � re FI ,. 1f ,[.I� F}u 7' • t • t .0 t t'7 TKO � htll4 A i,r A: 1 •f.'•A ^,r1/ h'Rn ,0 httr 4 0 �es' 4 . ,0 rltt°S♦ , ,r ',,d' I r0.�C. 1 0., ., °�r r,v ,, I •• ./ 0ti•� ,• FS °t•' a. �l t' ..f it ✓ Aa q•• ., I .v 4ff°A n•) �' � ? • teG h �'y � ,f S 1 TT' • Atd' t+� • (j'o4 A''4 B > 1 JJj° °•a4 t4 ' °s °,',4 • •o s•s � t A," I E-_ 6th. Pi:___ G� _ t s N. E. - 6th r • '�. a . . r `• i,`•c Aso s`� °:r Ger �,0 '�;'+ ht'''O .�aTl atdn 1 hs{0 �'O 3 F fi� off L`'pl ��A �,Ot� �<d ,,�A ,�•rA ,�tA �441LZI s"'' tsA ,�1°° S ��s 0 Coo S sus 6 A . oft Oil. d°a dap c^n �� 4p o,^S 0�•0 °y 0; 4 A' R" SiAA btNe St� S I ,yt rf•'Is ,00 `$,d o° 41•1`0 ,✓:' ,rl' a,y� �,+s c,,,0 �,•4 dS° �,S �»' � s ,r'0 rr •^ t N E TH. t . r•1 t A ' .Ar•I• Iv J:J _ _L•� •._•c�,7•i 70 9 ••:/J: ram• w ,r » I a .•,, .'; •;p• 7 ;." : /` t ALl3ERT BA CH S O4,900 1 2af 3 .•= 9•� t �• ° i�� !'' P ESI ENT PA K 0.2. • i � „ t • ,r •a ° •. ♦. 't r Jt . ,. sc .....• '• �•' d' �,` e'�IO SO- ii' .•. .n t•r••. .Iv ,• L� "�,•', °. n, . •• .•. w s. .a,< rnr �,u. I 4 d : > > •d ,..c y °r '<, tt rr•.r i•.iI r,r '' �.I •t ft''r •� t', r.r111`c 14 �j(• IS .r• � Ia �•.• ., 4,�`'rf . N. r•. r r \r <,tr `,• ° t'°••% . � tt, tt; it 3 ''° I s . M° ' ` ,[ •''•./ ` . ,,,era •'r° i•s'r,•0 ,` DL1•MPIC AVE.: NE. '••r .°a i "' ;i 337770 .... !,••r r r1 a . n �r• • � HILLTOPi 131 / T4-T6 a. •' , •• ,• r•• .r•.c.•Jr . e.•a rj W � a °° '♦ .r• .. a-`.. TR A I IJ , i ,. a ,• •. .e•' tt /i,l w rr., ..•. n•o ♦ .ur , KING COUNT t 0 zi " .. 1 N o LJ / 'C G ri � cs• P t el, QY t �II a • `'�aLJ i v r I �uv 4+ryo t 1 E. 16-23--5 4 --- b.atoa•�s-te r•s , L .1 Z o_ ti " Z^ ' P V C,r w `" •-v inc �~ v 1 WV� f5 70 rX C7'YV IRRIGATION PLAN 7—'1/1 1"= 20' NORTH PLANTING PLAN 1" = 20' NORTH 71A- 65 Height above grade Shrub spray head determined in field. Finished grade Black pipe only. 12" nipple Class 200 PVC / 2 96 Marlex Ols lateral Sch. 40 tees typ. DOUBLE SWING JOINT. - IRRIGATION SCHEDULE Finished grade IS -- a 2 90°Marlex Spray head — = Ells 12" nipple or Funny pipe Sch. 40 PVC tee \ 90C Marlex Ell TRIPLE SWING JOINT -Paving ......... .....ep............................::: Select backfill remove rocks, - debris and -_- sharp objects r- PVC class 200 sleeving twice - - size of pipe " Lateral or Main SLEEVING DETAIL o u f7 �4Gt� F25)P I (2' H 07 PC .EGG ll�ll/ 11-7 ' � /��rr ' ' -/� CG�� 7 l l�'�S' Ger W 7 - Fl1-717>�G>'' �� C Plant twice - •� - ball 411 - - i - -- •. grG�S TREE PLANTING DETAIL Prune diseased and broken branches 16 gauge steel wire through clear vinyl hose below first crotch 2x2 wooden stakes securely driven into ground. Stain brown. Water basin with 2" mulch Unglazed planting pit surface 1/2 topsoil 1/2 native soil, water thoroughly, fertilize Water basin Prune diseased and with 2" ` broken branches mulch Compacted topsoil water thoroughly, fertilize 2 as required • _ Planting hole min. twice size of root ball SHRUB PLANTING DETAIL Finished grade Select backfill - °0 remove rocks, ' debris and sharp objects PVC class 200 - lateral '• PVC class 200 - r mainline TRENCHING DETAIL Plants Planting bed with 2' mulch Equal. • ' • • 1/2 spacings I distanceti ? GROUNDCOVER SPACING DETAIL Triangular spacing PLANT LIST IV -lie z?�Ve;xa 11fl� - T Valve wires 411 O� H/Nr STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT KENNETH E LONEY CERTIFICATE NO.363 Z^ V > I w w �Q z I �i w� �I Oi i �n V J3 Q O � Z' I , r�rnJZ v11Z Z IZ Z O o rN Q � Lr1 =�W^ � Z CC z >=Z10- U w s 3Iz oC z ` o L1J Q U Q w a C c I I Existing ExistingMaintenance Limits of Survey I Building Mausoleum Refer Site Plan A /C1 /C1 I I I Burial Burial Burial Garden Garden Garden I I I � I 0 I (I Burial � Garden I Burial I � I Existing Mausoleum Burial Gard n Garden � Burial \ I ` I Garden Existing Columbarium and Crematory Burial � Burial Garden Existing Garden i I I Sales I Office w I I o I Existing � Funeral Existing � o Home Retention 00 I Pond cn I O N 0 w I GZ -� GREENWOOD CEMETERY -- - �'- 1323.06' - S 01'04'13' W 1/4 CORNER THIS SITE PLAN WAS DRAWN FROM IMFORMATION PROVIDED BY JOHN R. EWING & ASSOCIATES, 1314 S. CENTRAL #200 KENT, WA. 98032 AND BIAMA & HOLMBERG, INC. 100 S. FRONT STREET, ISSAQUAH, WA. 98027 BENCHMARK: #997 CITY OF RENTON ELEV= 342.12 LEGAL DESCRIPTION ' PARCEI_ A: NOT PART OF THIS SURVEY. PARCEL B: THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, EXCEPT THAT PORTION THEREOF LYING WITHIN THE NORTH 45 FEET, WEST 30 FEET AND SOUTH 15 FEET THEREOF, AND EXCEPT THAT PORTION THEREOF THE THE EAST 12 FEET OF THE WEST 42 FEET OF THE SOUTH LYING WITHIN 300 FEET OF THE NORTH 330 FEET OF SAID NORTHWEST QUARTER; p SAID PROPERTY BEING PORTIONS OF STREETS AND PLATS AND REPLATS OF PLATS, OF GREENWOOD CEMETERY FILED UNDER VOLUME AND PAGE 22/35, 22/36, 33/24, 46/96, 47/19 AND 54/58, RECORDS OF KING COUNTY, WASHINGTON, 0 50 100 200' 88.63' PROPOSED MAUSOLEUM FIN. FLR. EL. 354.00' REFER: A/C1 /A2 Existing Fence Foundation r o X 4� b0 5h0 drain Lj ------------ - -- - -.`- ------_ -------- ---------------- -- - -- --- r ' Existing �I o �\ I //y� -'iff /^ Mousoleum - /+ N r-�, �, ,/ F.F.L. 357.0 PH Raim�OO Cog GENERAL NOTES 1. PROJECT: GREENWOOD MAUSOLEUM, PHASE TWO 2. OWNER: GREENWOOD MEMORIAL PARK 350 MONROE AVENUE N.E. RENTON, WASHINGTON 98056 ATTN: DAVID COMBS (206) 255-1511 3. SITE AREA: APPROXIMATELY 41 ACRES 4. EXISTING ZONING: R8 (SPECIAL USE PERMIT GRANTED) 5. SEISMIC ZONE: 3 6. DESIGN LOADS: CRYPT LIVE LOAD ....... 30 PSF ROOF LIVE LOAD..... _ 25 PSF BASIC WIND SPEED ... 100 MPH 7. PROPOSED USE OF BUILDING: CASKET AND URN STORAGE 8. 1994 UBC DESIGNATION OF OCCUPANCY GROUP: B 9. 1994 UBC TYPE OF CONSTRUCTION: B 10. BUILDING AREA: 1,293.26 SF 11. OCCUPANCY LOAD: 0 W. ��agor� INDEX TO DRAWINGS-0. __ _ Pi4a�C9odo� _ __G�o�wda�oow aid [0/2�4oo0C __ .f��ooP Q3 ........................... . B U OdBn ,j ��o�� G°Q4 _ _ C3d04on IZI 'aa ......................... I ..................... �6 MEN QC� _ G3oo4D�4� _ _ SPD ............. /ah /;:N .............................. p R 3 New contours Existing contours indicated thus indicated thus I6' CHAIN LINK FENCE PL S 01'00'49" W 1323.90' 00 cD / POWER POWER / POLE POLE I/ --_--- / , g -_-----M.H. - Da yi i gh t ro9f-d>•ain s .. / /o /-------------- ,Plant ,� / _ - thru hea�f94a11- Re ---__-, --- _ �' ' / STORM M H I _ --------- - / -� �..// �' �' /' -- _J RIM EL: 343.84 / • I 1 / Existingconcrete //' 38.67 Field Me_if / Concrete walk �,� /�C/L PRIVATE DRIVE — walk ___-- ., r-mil ! I to remain / /� /--- ,/ Start of walk Rush with / , I / ► �' existing pavejfient�' I / I Y I I 60 92 f /� Existing arking 31ongl / , - --' ' / / w N U t0 U cot N I N 1/4 CORNER 30.00 / /drive-� ypical / /---------- - / Exist. I Exist i ,. / / I /' / I \ I / 1 % / / J ///// //, ' STORM INLET 7 � w // I RIM EL. 342.47 I I I z ' I z U d' - ,C/t---?4t-h -Ave � - S 01'04'13" W 1323.06' q Site Plan c1 l,1 1" = 20' RENTON 0 5 10 20' a N GREENWOOD 2 RENTON, WA. 5500 NORTH SANTA FE, P.O BOX 54828 OKLAHOMA CITY, OKLAHOMA 73154 (405) 528-7133, FAX 528-6190 DATE: JANUARY 1996 Cl of 1