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HomeMy WebLinkAboutPlan, Tentative APPLICANT 5/18/2007N RM Dp_r E_MENT 58*01'42" f 255.001 McKENZIE NEADON SETBACK APARTMENT5 Vf- QAKD U -ALEST. co < co V 4 U < CL, PUBLIC UTILITY EASEMENT PUBLIC UTILITY EASEMENT--HATER (CITY OF SPRINGFIE 4{,' YARD 35.5 FT, 0" A  j  I  0(C 4q- 4q do 01 A 40 9.) & t) Q3 '0"F 0 V <<- - co Pq Q x, 0 co 0 < Q 44 L P 0 V// T 0 4V IS667 10/ .6% 0 O 4L? a ca b @ CLOVERDALE APARTMENTS a116 HAR LOW RD. 41 1 o o LIFT STATION os EASEMENT THE P0(NTE CONDOMINIUMS a 650 HARLON RE). EAST 62.37' 20.0' @ @ l \P fl ai 0  N& -J 4 \o Ca z A" 90 @ PUBLIC UTILITY N EASEMENT Z iw -K -F-A5T-55.32' \7 an aaJ L SETBACK JJu Cs UJ < D 1< Z 0 as 0 LU o 86;0-5'34" to TRAFFIC SETBACK s WALK Wm 470.2 1'. (484.2 0 STRIEE T Licd4T W o STOP HAIRLON ROAD ----------- - ------- - ----------- ARCH I TECTURAL PLAN T L P4 NORTH EXISTING SITE AND BUILDING INFORMATION PROVIDED BY ONNER )UPLE,' :L_ LO VFJ ANITAR A5EM& NOTES, 002G20 Poured -in -Place Concrete Curbs. rlichard E. A. Curbs cdjocent to walks. Integral Portland cement concrete curb and walk, depth as reqyired by local Frost design conditions. Division 1, GENERAL REQUIREMENTS. See Drawings and Division 3, Concrete. B. Provide handicap- accessible r•yips at the end of all sidewalks Parker where they abut the parking lot. C4mply with AN:51 standards. 01016 A. Perform oil work in compliance with currently- accepted verity locations, details with the Architect. standards of workmanship. C. Provide expansion joints at a maximum of twenty (20) Feet on B. Preparation. Each trade is responsible for examination of all center or as indicated. Employ 1/2-inch thick surfaces, structures and substrate upon, which its work is to b asphalt -impreqxrted premoidied Fiber expansion joint material, /A r C- installed and the conditions under which its work is to be carried 02625 Extruded Concrete Curbs. (May be used only with spe.J`fic: approval out. Coordinate correction of unsatisfactory conditions, prior to catstruction) Commencement of work constitutes acceptance of existing A. Location. At indicated curbs not adjacent to walks as in Section conditions for satisfactory final installations. 02620, Poured- in- place Concrete Curbs, above. C. Complete Work. The Contractor shall provide all materials and B. Installation. perform oil work necessary to complete the project in I. Machine - install extruded concrete curbs over asphalt concrete compliance with the approved construction documents, including paving with the profile indicated or approved. Bond curb to 2050 Mary1wood Ct. any necessary incidentals. asphalt paving using epoxy cement adhesive. Cover minimum D. Protection. Each trade is responsible for the protection of its seventy -five percent (76 %) of the curb orea with adhesive. West Linn, Oregon 97068 installations against damage during the construction period. 2. Install cold joints at a maximum of twenty (20) fee, on Replace work which is damaged at no additional expense to the center for straight or smoothly-curved curbs and Four (4) (503)-636-4938 Owner. feet on center for shorply-curved curbs. 01060 Applicable Codes. 02630 Concrete Walks and 51abs. (None anticipated) A. Comply with the Governing Building Codes- Oregon Structural A. Site walkways and Miscellaneous slabs -on- grade. Portland Specialty Code (0556), current edition (International Building cement concrete, 4-inch thickness. See Division 3, Concrete. ,ode). Code, 2003 edition, with Oregon Amendments)(C B. Provide expansion joints at a maximum of twenty (2remolded Feet on B. Comply with other applicable state, county and city codes aid center. Employ 1/2-inch thick asphalt-impre4gnoted fiber expansion joint material: hold joint expansion joint statutes; ard,local County and City of Springfield ordinances and -+­ 1 11`5 *--" L­ regulations. Comply with applicable safety lows a-,d ordinances. -A low finished concrete surface and finish joint Applicable codes include, but are not limited to, the Oregon Fire with sextant. Code (OFC), the Oregon Plumbing Specialty Code (OPSC) and C. Provide tooled grooving at five feet on center, generally, or as the Oregon Mechanical Specialty Code (ONSC). indicated; verify specific rectVirements with Architect. Too[ 0!/05! P-errrrifts crd Inspecticre. edges to 1/4-inch radius. S' ideAuolks adjacent t4> corbs if,"t t>er fo>O, A. Secure all raWired permits aid inspections. 5iope s fawn tcpZ A^ r r, Proceed with the curbs to permit drainage. e_t work only after receiving inspection approvals. B. The Contractor shall be responsible for securing all recIpired or necessary Inspections, by authorized inspectors, prior to proceeding with subset work which covers or that is Division 31 CONCRETE. dependent upon the work to be, inspected. Contractor shall be ffSLIN'11 - to obtain fully responsible for all problems arising from failure EST L, I. OREGON necessary inspection(s) and approval(s). C. The Owner will secure the planning approvals a-d general building Concrete Formwork. permit. A. Products. LD) Each trade is responsible for obtaining any and all additional 1. General. Provide forms, form releasing agents, permits and approvals ree.Wired for its portion of the work. accessories and products of mciterials suitable for work D• The Contractor shall notify City, and all affected utility undertaken. 2. Form 011. Approved non-staining type. companies -a minimum of 48 hours (2 business days) prior to Ex 3. pansion Joint Material. ASTM D-qqA. 1/2-inch start of construction, or as otherwise specifically recipired. 0154SExIsting Improvements Protection. thickness. A. Verify locations of all utilities, including stormwater and B. Installation. electrical lines, in the area of the work prior to commencing I. Provide lines, dimensions, profiles and shapes of indicated or matching to existing. work. Fully protect existing utilities from damage. concrete, Form pavements with appropriate construction and B. Unless otherwise indicated, restore any existing improvements 2. sion/cmtroction joints, in near-sqxre or damaged during the construction period. Make repairs eqjol in expa' every respect to those existing and matching to the existing rectangular areas with joints at a maximum of 20 adjacent construction in material, dimension and finish. feet on center. C. It is the responsibility of each trade to verify locations of 3. Form all concrete surfaces. Do not use earth cuts existing improvements, including utility lines, prior to as fa-ms for vertical surfaces unless approved. commencing work. 03200 Concrete Reinforcement (Unreinforced exterior pwwerrients 01600 Materials and EcIpipment. anticipated) A. Use only new items of recent, manufacture or opolity indicated. A. Products. Furnish and install as many items as are rewired to complete 1. Bars. New billet steel, free of loose rust or scale, the project. grease, clay and other coatings which would reduce B. Furnish and install all fasteners, accessories, sealants and other bonding capacity. Conform to ASTM A70(0' for bars items rewired for complete aid, if applicable, weatherproof to be welded and ASTM A165 elsewhere. installations. a. At oil wails and other structural elements and C. Manufacturers Safety Data Sheets (t'15DSs). For all products where indicated in Structural Notes. Minimum and materials which are not specified by name within these Grade 60, fy-60,000 P.S.i. rechnic4i Specifications, provide a complete MSDS prior to ordering materials. b. In structural elements, when approved by the, 01710 Cleoning and Trash Removal• architect and engineer and where specific4ity A. Upon the completion of any portion of the project, promptly indicated. Grade 40, fy-40,000 P.5.i. G. In Io remove temporary facilities generated by that portion of the ridscope/non-structural elements, and where work, including surplus materials, eopipment and machinery. At specifically indicated. Grade 40, fy-•0,000 p.s.I, project completion completely remove all remaining temporary B. Installation. facilities. Clean up adjacent areas. Each trade is responsible L Provide cdeclpate tying ' chairs aid support For for clean -up of its work area. reinforcement and welded wire fabric to provide B. EACH TRADE 15 RESPONSIBLE FOR CLEAN-UP AND REMOVAL indicated clearances. Prevent dislocation during Parking OF TRASH GENERATED BY ITS WORK AND ITS TRADESMEN. concrete placement. Maintain the site in a reasonably neat aid orderly condition, free 2. Lop, Unless otherwise indicated, lop all reinforcing a of accumulation of waste materials and rubbish, during the entire minimum of 36 bar diameters; lop welded wire fabric Expansion construction period. Each trade shot) remove its trash on a a minimum of 12 inches. daily basis, or, if the work is such that this is impracticable, at. 3. Concrete Cover and Tolerances. Set reinforcing in a reasonable interval as determined by the Architect and the forms to permit a finished concrete cover complying General Contractor, with ACI 318. at 01740 Project Close-out. 4. At concrete retaining walls, continuous wall footings A. Final Cleaning. Immediately prior to final acceptance inspection, and other continuous footings, provide minimum 24 remove all protective topes, coatings, paper, etc. Thoroughly inch X 24 inch reinforcing bars of the some size cm clean all surfaces, and continuous with horizontal bars at all comer and intersection conditions. ng Valley 03300 Cost-in-Place Concrete. Sprif 1 0tvision 2, EARTHHORK. A. General. Comply with An-w-rican Concrete Institute ACI 301 and ACI 318 standards, most recent edition. B. Mix Design. The manufacturer is responsible for the mix Asssisted L iving 02:200 Earthwork. design. Submit for review certifications arid test results A. General. of mix design proposed, C. Products. 1. Locate existing underground utilities in cooperation with 1. Portland CerrIent concrete meeting the rexpirernents Residence affected utility owners. Expose Facilities to be adjusted. of A5TM Cq4, cr)d the following. Protect oil facilities to r amain in place from damage during a. Po•tiond Cement. ASTM C-150, Type I or,Type 11. construction. Coordinate location/reloaction work with utility 770 Harlow Road owners. b. 28-day Compressive Strength, 2. Provide clean-up of all adjacent traffic- (1) Exterior walks and slabs- Min. 3,500 P.S.I. ways and roads: (2) Exterior pavements (porkin' and drives): Springfield, Oregon 97477 affected by work under this section. Sweep, wash and otherwise return area to prior condition. Min. 4,000 p.s.i. G Air Ent.-ainment. For all cat .oral.. exposed to B. Clearing and Site Preparation. 1. Topsoil Removal. In all areas to receive new poverne , nt5' weather, provide 5 percent +/- I percent remove entrained air, by volume, conforming with ASTM all sod and topsoil containing organic material, including obviously loose and unsuitable materials. 0264. for 2. Remove all strippings and waste materials from the site. d. Admixtures. Provide no other admixtures without C. Excavation. the express, written approval of the 1. Excavate to design subgrade elevations or to native, soils, Architect/EnQineer. whichever is deeper. Allow sufficient orea/depth for form e. Slump. Maximum four (4) inches at the time of Sun RetiremenT clearance and for proper compaction of fill and bockfill areas. placement. 2. Pavement Su bgrade Excavation. f. Aggregate. ASTM 633. Corporation a. Excavate for pavements with a smooth blade car have (1) 6-inch or thicker pavements. 1-1/2 inch bucket. Where soils below subgrade are disturbed, loose rroxWnum. 735 Commercial St. S. E: or soft, remove material down to undisturbed, firm native (2) Walks and pavements less than (o inch soil or engineered fill. Refill to reWlred grades as thickness. 3/4 inch maximum. Salem follows. 2. Curing Materials. ASTM C171, type options except Oregon 97301 (1) Materials. Provide materials rriecting rectpiremeritz (503)-588-2725 f structural fill, below. that polyethylene film, If used , shalt be white opoqpe 0 for hot - weather applications and white or black (2) Compact to materials in six inch loose"Iifts. opoope for cold- . applications. Compact to q5 percent of maxinrium dry density as 3. Hardener and Sealer. Clear or translucent. ASTm determined by ASTM 0 1657/AASSHTO T- 1 $0, b In wet weather, where engineered fills ore not Composed C_'' type 1. of granular materials, over-excavote pavement 5ubqrcde to D. Installation. firm native soil or engineered fill, extending three or four 1. Notify Architect aid Concrete Testing Laboratory a inches below and a minimum of six, inches wider than minimum of 24 hours prior to each concrete minimum. Fill- to grade and compact as for a., above. placement. B. Protection. Shore, brace, sheet aid slope excavations as 2. Pavement Reu:pirements. Provide minimum 6-inch reqjired to prevent caving, erosion a-d danger to persons and concrete section at new parking area structures. Comply with safety tows. 3. Placement. C, Filling and Backfilling. a. Place concrete by means of chutes or other 1. General . approved means. Place as close as feasible to the a. Use approved • clean, granular fill free of debris and firicif position. Minimize segregation of the deleterious arilaterials. concrete mix. b. Furnish approved off-site materials when on-site materials b. Achieve proper consolidation and avoid are unsuitable or of insufficient qVantities to complete the honeycombing by spoding and mechanical project. high-frecpency vibrator. Avoid segregation of 2. Base Under 51cibs. Clean, non -ex P ive J free-draining - material, free of debris sand organic rnatericils. transport concrete by means of the vibrator. gronvla materials tlY-4pugh excessive vibrator use. Do not a. Subbase. On-site materials or Engineered Fill. c. Place concrete mcnolithically and continuously to b, Base Course. 3/4 inch (-) or I inch (-) or 1 1/2 inch the extreme limit of a member, or to a (-) crushed rock, or approved. Less than five percent construction joint. (5%) passing U.S. Standard No. 200 Sieve. Six (6) inches minimum thickness. 4. Weather Controls. Do not place concrete when sun, c. Levelling Course. No additional levelling course anticipat.--d. heat, wind or humidity prevents proper placement and 5. Structural Fill Materials. consolidation. a. In dry weather, on-site a•id other local materials may a. Cold Heather Concreting. Czmply with the 4 be employed, providing moisture content is controlled, reqjirement of ACI B(X when daily temperatures b- Reasonably well-graded sand, sand and gravel or crushed fall below 40 degrees F. for more than one day aggregate ccritaining less than five percent (SX) noriplastic 51.1CC8,65iVely. fines under dry weather conditions. (Fines are that . b. Hot Weather Concreting. Comply with the portion, based on weight, passing 200 mesh sieve, using reqjirement of ACI 306 when daily temperatures the set sieve method.) Provide materials with maximurn rise above 75 degrees F. for more than one day aggregate size of 1 r 1/ 2 inch where large eWipment successively. Do not place concrete without employed; provide materials with maximum aggreage size approval of the Architect when temperatures of I inch where small hand-operated eqvipment is exceed 60 degrees F. employed. 5. Tolerances. 4. Backf illing. a. Vertical concrete exposed to view. 3/16 inch in a. Ensure Lualls have achieved sufficient strength prior to ten feet, measured anywhere on the concrete backfilling (where applicable); shore or brace as reopired. surface in cny on directi, Where oczurrirg, complete diripproofinq and waterproofing b. Vertical concrete concealed from view. 114 inch in measures and secure approval before bac-kfilling. ten Feet, measured anywhere on the concrete b. Back fill with materials arid methods as indicated for surface in any direction. Structural Fillabove. c. Flotwork Slabs and Paving). IIA inch in ten D. Compaction. 1. Filling and Backfilling, feet, measured anywhere on the concrete surface in any direction. Where occurring or Indicated, a. Standards. EmPtace fibs in compliance with AASHTO slope concrete to area drains. " floor drains to T-180 standards. permit positive drainage. b. Proof roll all areas after excavation and prior to (o. Curing. Protect all concrete from moisture loss and placement of fills. Over-excavate areas which are not firm. Where spongy subgrades persist, provide soil cure for at least five (5) days after placement. As stabilization geotextile fabric (Mara r, or approved; see recIpired, keep all concrete surfaces wet with clean re4virernents under ' P 1L rag Base, above) and granular fill, water. mder the direction of the Owner's Geotechnical Enoine--r. 7. Cleming, Patching and Defective Work. c. Emploce fills ard backfills in loose six-inch to eight-inch a. At no expense to the Owner and at the direction lifts and compact prior- to emplocing succeeding lifts.. of the Architect, remove, and replace concrete Compact by meons of repeated coverages with loaded which is under strength, out of line, level or < hauling expipment, -heavy crawler tractors or rollers. Use plumb; shows objectionable cracks, honeycombing, vibratory methods only as indicated in the Owner's rock pockets, voids, spoiling, exposed Geotechnical Report, reinforcing; or is otherwise defective and, in the n d. Maintain moisture content range necessary to achieve judgement of the Architect, these defects impair compaction. proper strength and appeora-rce of the work. e. Immediately following fine grading operations, proof roll b. Clean all concrete surfaces, taking care not to subgrode creas to ochieve q5 percent of maximum damage, surrounding surfaces or to leave residue density for a six (6) inch depth, in compliance with from the clecning agents. AASHO T-180. 8. Finishes, 2. Minimum compaction reqpirements. All recipirement-s are a. Exterior walks; exterior pavements and curbs. expressed in percentage of laboratory maximum density. Broom finish, or as specifically indicated (Match a. Subgro& under paving. 0=. ASTM D_ 1557. existing). b. Structural rills and bockfills. q2%. ASTM D-1667. b. Extruded curbs, formed curbs, Repair defective April 2007 c c. Nonstructural fills and back Fills. qM. areas and tie hole spoils. Sock finish. E. Finish Grading. Grade all areas to smooth, level or q. Protection. Protect all concrete from damage until December 2006 • evenly-sloped, uniform surfaces. Slope the ground away from completion of the Work, giving special care to prevent the buildings. Grade so that positive drainoge exists to all discoloration and staining• drainage features. Refill settled grades. Date: Mod: 02610 On-Site Paving mid Surfacing. A. Portland Cement Concrete Paving. Portland Cement Concrete el Paving and Base. 1. Bose course. See Section 02200, Earthwork, above. 2. Wearing course. Five (5) inches Portland Cement concrete. See Division 3, Concrete, for recpirernent5. FINAL SITE OPIAN B. Weed-Killing Soil Treatment. Polyborchlorote-water solution, bRZ ,oust", or approved. MAY 18 2007 VAAA_ PIZ_ Ck /00"N U , - _ Rev. 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