HomeMy WebLinkAboutPlan, Tentative APPLICANT 1/9/2007CLOVERDALE
APARTMENTS
886 HARLOPq RE).
NOTE Place concrete Curbs. Richard E.
A. Curbs adjacent to walks. Integral Portiaii cement concrete curb
and walk, depth as reqp)red by local frost design conditions.
Division 1, GENERAL REQUIREMENTS. See Drawings and Division 3, Concrete.
B. Provide handicap-occessible romps at the end of all sidewalks Pq r k P. r
where they abut the parking lot. Comply with ANSI standards.
DUPLEXES 01016 A. Perform all work in complionce with currently-occepted Verify locations, details with the Architect.
standards of workmanship. C. Provide expansion joints at a maximum of twenty (20) feet on
CLOVERLEAF ST. B. Preparation. Each trade Is responsible for examination of ail center or as indicated. Employ 1/2-inch thick
surfaces, structures and substrate Upon which it-, work is to aspholt-impregnated premolded fiber expansion joint material. ri
be "\ rc h itect
installed and the conditions under which its work is to be carried 02625 Extruded Concrete Curbs. (May be used only with specific approval
out. Coordinate correction of unsatisfactory conditions. prior to construction)
&STORM DRAIN SANITARY SEWER Con-iitmencement, of work constitutes acceptance of existing A. Location. At indicated curbs not adjacent to walks as in Section
EASEMENT EASEMENT 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 all work necessary to complete the project in 1. Machine- install extruded concrete curbs over asphalt concrete
0 compliance with the approved construction documents, including paving with the profile indicated or approved. Bond curb to 2050 Marylwood Ct.
any necessary incidentals. asphalt paving using epoxy cement adhesive, Cover minimum
40 55-0114211 E. D. Protection. Each trade is responsible for the protection of its seventy-five percent (75 %) of the curb area with adhesive. West Linn, Oregon 97068
0 0 255.001 installations against damage during the construction period. 2. Install cold joints at a maximum of twenty (20) feet on
10 -7 - center for straight or smoothly-curved curbs and four (4)
------ Replace work which is damaged at no additional expense to the (503)-636-4938
Owner. feet on center for shorply-curved curbs.
01080 Applicable Codes. -odes: Oregon Structural 02630 Concrete Walks and Slabs. (None anticipated)
SETBACK A. Comply with the Governing Building C A. Site walkways and Miscellaneous slabigrode. Portland
ui 0 5pecialty Code (055C), current edition (International Building cement concrete, 4-inch thickness. See Division 31 Concrete.
MCKENZIE MEADOP4 LO Code, 2003 edition, with Oregon Amendments)(Coi
APARTMENTS B. Provide expansion joints at a maximum of twenty (20) feet on
Q8r = 8 B. Comply with other applicable state, county and city codes and center. Employ 1/2-inch thick asphalt-impregnoW premolded
5DALE ST. oo <
1 statutes; and local County and City of Springfield ordinances and fiber expansion joint material. hold joint expansion oint
;D regulations. Comply with applicable safety laws and ordinances. material 1/2 inch below finished concrete surface anAinish joint
LO Applicable codes include, but ore not limited to, the Oregon Fire with sealant.
Code (OFC), the Oregon Plumbing Specialty Code (OpSC) and C. Provide tooted grooving at five feet on center, generally, or as
the Oregon Mechanical Specialty Code (OMSC). indicated; verify specific requirements with Architect. Tool
0108! Permits ;e13 Inspections. edges to 1/4-inch radius.
A. Secure all reqvired permits and inspections. Proceed with the D. Slope sidewalks adjacent to curbs 114 inch per foot from to of
PUBLIC UTILITY work only after receiving Inspection approvals. curbs to permit drainage.
B. The Contractor shall be responsible for security alt reolvired or
EASEMENT necessary inspections, by authorized inspectors-
pr or to
0 proceeding with subseqVient work which covers or that is Division 3, CONCRETE.
0 dependent upon the work to be inspected. Contractor shall be
PU fully responsible for all problems orising from failure to Obtain
BLIC UTILITY necessary inspection(s) and approvals
EASEMENT"- -WATER C. The Owner will secure the planning approvals and general building 03100 Concrete Formwork.
(CITY OF -SPRINGFIELD) permit. A. Products.
Each trade is responsible for obtaining any and all additional 1. General, Provide forms, form releasing agents,
permits and approvals recipiried for its portion of the work. accessories and products of materials suitable for work
13 D. The Contractor shall notify City, and all affected utility undertaken.
companies a minimum of 48 hours (2 business days) prior to 2. Form 011, Approved non - staining type.
start of construction or as otherwise specifically required. 3. Expansion Joint Material. ASTM D-C194. 1/2-inch
01545 Existing Improvements rotectlon. thickness.
4/-'v YARD = 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
35.5 FT.
0- 9 work. Fully protect existing utilities from damage, concrete indicated or matching to existing.
B Unless otherwise indicateAl restore any existing improvements 2. Form Pavements with appropriate construction and
damaged during the construction period. Make repairs eVal in eXPOnsion/controction joints, in near-sciVore or
I- every respect to those existing and matching to the existing rectangular areas, with joints at a maximum of 20
of, adjacent construction in material, dimension and finish. feet on center.
C. It is the responsibility of each trade to verify locations of 5. Form all concrete surfaces. Do not use earth cuts
existing improvements, including utility lines, prior to as forms for vertical surfaces unless approved.
commencing work. 03200 Concrete Reinforcement (Unreinforced exterior pavements
01160001-laterials and Eqpipment. anticipated)
A. Use only new items OF recent manufacture or qViality indicated. A. Products,
Furnish and install as many items as are reWiri to complete I. Bars. New billet steel free of loose rust or scale
the project. I
B. Furnish and install all fasteners, accessories, sealants and other greOeii clay and other steel, which would reduce ,
bonding capacity. Conform to A5TM A-706 for bare
items req)iri for complete and, if applicable, weatherproof to be welded and ASTM A165 elsewhere.
installations. a. At all walls and other structural elements and
C. Manufacturers Safety Data Sheets (M5Ces). 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.
Technical Specifications, provide a complete MSDS prior to
ordering materials. b. In structural elements, when approved by the
?9 01710 Cleaning and Trash Removal. architect and engineer and where specifically
y (1, A. Upon the completion of any portion of the project, promptly indicated. Grade 4o, fy-4o,000 p.s.i.
-<40 -- x. remove temporary facilities generated by that portion of the c. In land non - structural elements, and where
work, including surplus materials, ecpipment and machinery. At specifically Indicated. Grade 40, fy-40,000 p.s.i,
project completion completely remove all remaining temporary B. Installation.
facilities. Clem up adjacent areas. Each trade is responsible I. Provide adequate tying, chairs and 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 Prevent dislocation during Park
indicated clearances, i n g
OF TRASH GENERATED BY ITS WORK AND ITS TRADESMEN. concrete placement.
Maintain the site in a reasonably neat and orderly condition, free 2. Lop. Unless otherwise Indicated top all reinforcing a
of accumulation of waste materials and rubbish, during the entire top welded wire fabric
4q.: minimum of Bro bar diarrietiers; Expansion
construction period. Each trade shall remove its trash on a
a minimum OF 12 inches.
4b daily basis or, if the work is such that this is impracticable, at. 3. Concrete Cover and Tolerances. Set reinforcing In
be oos:-Op' a reasonaie Interval as determined by the Architect and the forms to permit a finished concrete cover complying
General Contractor. with ACI 318.
01740 Project Close-out. at
0, 4. At concrete retaining walls, continuous wall footings
A. Final Cleaning. Immediately prior to final acceptance inspection, and other continuous footings, provide minimum 24
40 remove all protective tapes, coatings, paper, etc. Thoroughly inch x 24 inch reinforcing bars of the some size as
clean all surfaces. and continuous with horizontal bars at all comer and
intersection conditions.
05500 Cost-in-Ploce Concrete. S pring Valley
Division 2, EARTHWORK. A. General. Comply with American Cmcrete In AG!
X $01 and ACI 318 standards most recent edition.
B. Mix Design. The manufacturer is responsible for the mix AsslVted Living
02200 Earthwork. design. Submit for review certifications and test results
A. General. of mix design proposed.
1. Locate existing underground utilities in cooperation with C. Products.
015, C;) . CP 1. Portland Cement concrete meeting the ret.Virerrients Residence
'X1 a 'T \o i>' V I co affected utility owners. Expose facilities to be adjusted. of ASTM Cq41 and the following.
9)INY -f' <,/ Protect all facilities to remain in place from cl-;Image during
1 1 1 0. Portland Cement. ASTM C-150, Type I or Type 11,
construction. Coordinate location/ralooction work with utility 770 Harlow Road
0 b. 26-d Compressive Strength,
owners. ay
I Exterior walks and slabs: Min. 3,WO pi.s.i.
2. Provide clean-up of all adjacent traffic-ways and roads Springfield, Oregon 97477
affected by work under this section. 2) Exterior pavements (parking and drives)-
\0 < Sweep, , #,ash-,, and
otherwise return area to prior, condition. Min. 4,000 p.s.i.
B. Clearing and Site Preparation. c. Air Entrainment. For all concrete exposed to
6k" 1. Topsoil Removal. In all areas to receive new paveents, weather, i
m prov de 5 percent +/- !percent
entrained air, by volume, conforming with ASTM
remove oil sod and topsoil conta Mo organic moterial
C260.
including obviously loose and unsuitable mate I I s.
for
2. Remove all strippinqs and waste materials from the site. d. Admixtures. Provide no other admixtures without
Excavation. the express, written approval the
p C. a I 0 .Excavate to design subgrode elevations or to native soils, Architect/Engineer.
whichever is deeper. Allow sufficient arecVdeoth for form e. Slump. Maximum four (4) inches at the time of Sun Retirement
clearance and for proper compaction of fill and b=kfill areas. placement.
2. Pavement Subigrade Excavation.
f. Aggregate. ASTM caa. fion
.9y s , a. Excavate for Pavements with a smooth blade or hoe 1- 1/2 Inch Corpora
(1) 6-inch or thicker pavements.
bucket. Where- soils below avbgrade are disturbed, loose maximum. 735 Commercial St. S.E.
or soft, remove material down to undisturbed, firm native (2) Walks and pavements less than (a inch
soil or engineered fill. Refill to rexVired grades as thickness.
0 follows. :3/4 inch maximum.
Salem, Oregon 97301
(1) Materials. Provide materials meeting reciviren-vents 2. Curing Materials. ASTM C171, type options except (503)-588-2725
'0 %o that polyethylene film, If used, shall be wAlte opocilite
0 of structural fill, below.
(2) for hot - weather applications and white or black
Compact to materials in six inch loose lifts.
14S
Compact to q5 percent of maximum dry density as OPOVe for cold-weather applications.
determined by ASTM D 1557/AASHTO T-180. 3. Hardener and Sealer. Clear or translucent. ASTM
C3091 type I
0 b. In wet weather, where engineered fills are not composed
of granular materials, over-excavate I pavement subgrade to
D. Installation.
& lif, firm native soil or engineered fill, extending three Or four
I. Notify Architect and 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.
Shore, 3. Protection. W-i sheet and $10FNE; excavations as 2. Pavement Kzrvlrements. Provide minimum 6-inch
Al required to prevent caving, erosion and danger to persons and concrete section at new parking area.
0 structures. Comply with safety laws. 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
THE POINTS a. Use approved clean, granular fill free OF debris and
CONDOMINIUMS deleterious materials. final position. Minimize segregation of the
b. Furnish approved off-site materials when on-site materials concrete mix.
650 HARLOPq RD b. Achieve proper consolidation and avoid
ore unsuitable or of insufficient qVontities. to complete the
4. by spading inrl i <
project.
2. Base Under Slobs.
Clean, non-expansive, free-draining high-frepyency vibrator. Avoid segregation of
granular material, free of debris and organic materials. materials through excessive vibrator use. Do not
ti a. Subbase-. On-site materials or Engineered Fill. transport concrete by means of the vibrator.
b. Base Course. 31A inch (-) or I inch (-) or 1 1/2 inch c. Place concrete monolithically aid continuously to
crushed rock, or -approved. Less than five percent the extreme limit OF a member, or to a
construction joint.
(5%) passing U.5. Standard No. 200'Sieve. Six (ro)
'0."' 441 4. Weather Controls. Do not place concrete when sun,
C--s inches minimum thickness. heat, wind or humidity prevents Proper placement and
c . Levelling Course. No additional levelling course anticipated.
cfp 5. Structural Fill Materials. consolidation.
P
a. In dry weather, on-site and other local materials may a. Cold Weather Concreting.
N 1<q \ \'P V 4 -.1
0¢v`' \/ / 0 Comply with the
4r be employed, providing moisture content is controlled. reqPirement of ACI 306 when daily temperatures
X0 V b.
q' 0 Reasonably wet} - graded send, sand and gravel or crushed fall below 40 degrees F. for more than one day
0 aggregate containing less than five percent (5%) norplastic successively.
fines under dry we4ther conditions. (Fines are that . b. got Weather Concreting. Comply with the
portion, based on weight, passing 200 mesh sieve, sing reopirement. of ACI 306 when daily temperatures
the set sieve method.) Provide materials with moulmum rise above 75 degrees F. for more than one day
-iTY aggregate size of 1-1/2 inch where large eAvipment 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 ecipipment Is exceed 80 degrees F.
employed. 5. Tolerances.
4. Backfilling.
a. Ensure walls have achieved sufficient strength prior to a. Vertical concrete exposed to view. 3/16 Inch In
,or brace as rexpired. surface in any direction.
backfilling (where applicable); shori ten feet, measured anywhere on the concrete
Where occurring, complete dampproo'fing and waterproofing b. Vertical concrete concealed from view. 114 inch in
K measures and secure approval before backfilling. ten feet, measured anywhere on the concrete
b. 5ackfill with materials and methods as indicated for surface in any direction.
Structural Fill, above.
D. Compaction. c. Flatwork (Slabs and Paving). 114 Inch in ten
1. Fitting and Backfilling. feet, measured anywhere on the concrete surface
S. 86155'34" I Lo a. Standards. Emplace fills In compliance with AASHTO In any direction. Where occurring or Indicated,
• 0 -'ETBACK T-180 standards. slope concrete to area drains and floor drains to
40 70,21'-(484 21' permit positive drainage.
b. Proof roll all areas after excavation and prior to
1 41 L, f 6. Curing Protect nii eiiie r- A. I
• 40 6 4b V ace men ur'i I W r 1 ;%2'. over - excavate ',areas which are not 111%ii vf' V** 'Wlu
Bus 0 firm. Where spongy subgrodes persist, provide soil cure for at least five (5) days after placement. As
- ---------- STOP stabilization geotextile fabric (Marafi, or approved; see required, keep all concrete surfaces wet with clean
requirements under Paving Base, above) and granular fill, water. >
under the direction of the Owner's Geotechnicial Engineer. 7. Cleaning, Patching and Defective work.
c. Emplace fills and backfills in loose six-inch to eight-inch a. At no expense to the Owner and at the direction
lifts and compact prior to emplactrig succeeding lifts. of the Architect, remove and replace concrete
Compact by means of repeated coverages with loaded which is under strength, out of line, Level or <
hauling eWipment, 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
- ---------- RLON ROAD Geotechnical Report. reinforcing; or is otherwise defective and, in the in
d. Maintain moisture content range necessary to achieve judgement of the Architect, these defects impair
- ------- compaction. proper strength aid appearance of the work.
---------- e. Immediately following fine grading operationst proof roll b. Cie-on all concrete surfaces, taking care not to
subgrode areas to achieve 115 percent of maximum damage surrounding surfaces or to leave residue
------- - - ----- density for a six (6) inch depth, in compliance with from the cleaning agents.
----------- AASHO T-180. 5. Finishes.
2. Minimum compaction reopirements. All requirements ore a. Exterior walks; exterior pavements and curbs,
expressed in percentage of laboratory maximum density. Broom finish, or as specifically indicated (Match
a. Subgrode under paving. q2X. ASTM D-1557. existing).
b. Structural fills and backfills. 92%. ASTM D-IS57. b. Extruded curbs formed curbs. Repair defective
c. Nonstructural fills and backfills. qO%. areas and tie We spoils. Sack finish.
E. Finish Grading. Grade all areas to smooth, level or q. Protection. Protect all concrete from damage until
evenly-sloped, uniform surfaces. Slope the ground away from completion of the Work, giving special care to prevent December 2006 Ao
the buildings. Grade so that positive drainage- exists to oil -discoloration and st aining.
drainage features. Refill settled grades.
PLAN 02610 On-Site Paving and Surfacing. Date: Mod:
i A
NORTH A. Portland Cement Concrete Paving; Portland Cement Concrete
Paving and Bose.
1. Bose course. See Section 02200, Eorthwork, above.
2. Wearing course. Five (5) Inches Portland Cement concrete. •
See Division 51 Concrete, for requirements.
B. Weed- Killing Soil Treatment. Polyborchlorote-woter solution,
EXISTING SITE AND BUILDING INFORMATION PROVIDED BY U #Oust", or approved.
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2050 Marylwood Ct.
West Linn, Oregon 97068
(503) -636 -4938
Parking
Expansion
at
Spring Valley
Assisted Living
Residence
770 Harlow Road
Springfield, Oregon 97477
for
Sure Retirement
Corporation
735 Commercial St. S.E.
Salem, Oregon 97301
(503) - 588 -2725
1
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Rpev. 5f)--r0B
2050 Marylwood Ct.
West Linn, Oregon 97008
(503)- 036 -4938
Parking
Expansion
at
Spring Valley
Assisted Living
Residence
770 Harlow Road
Springfield, Oregon 97477
for
Sun Retirement
Corporation
735 Commercial St. S.E.
Salem, Oregon 97301
(503)- 588 -2725