Correspondence October 15, 1996 CITY OF TIGARD
OREGON
Ron Naff
5 an
18641 Benfield Avenue
Lake Oswego, OR 97035 83954.)
Dear Mr. Naff:
This letter is to inform you of the remaining conditions of approval related to SDR 96 -0007
(Carriage House) which pertain to the Planning Department. The following conditions
remain outstanding:
Condition #10: A letter from the consulting arborist that verifies that tree protection
measures have been installed according to the tree protection
specifications submitted with the application.
Condition #11: A plan approved by Tualatin Valley Fire and Rescue.
•
Condition #12: Security fencing along Highway 217.
The City is unable to issue building permits until these conditions are satisfied. These are
Planning Division conditions only, other Department conditions may also need to be
satisfied. For a complete list of outstanding conditions, please contact a Development
Services Technician at the City of Tigard at 639 -4171, x304.
If you have any further questions, please feel free to call me.
Sincerely,
,1 �
William D'Andrea
Associate Planner
i:Voginkurpin\willlsdr96- 07.con
c: SDR 96 -0007 land use file
Development Services Technicians /
•
13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772
"' I
Ia
Plan Review # 2-•P 2.. / /� ft • d v v 1 . I .� 1 . ,
Date y_ , _ 14 CITY OF TIGARE
OREGON
Soils Special Inspections
This form than be signed by the Owner. Engineer or Architect of Record and returned to the Building Divisbn prior to
issuance of the pent*. Please note that a separats structural special lnspectlon form may be required.
PrDJeof A_ieas: PEI-PFL E __ ect Nar"eLe•9,RePV4.G t' __ }fl�
ArCttrtter t of Reeone (Finn): R. c NA ,� F Phone: 3 9 - g Lt
Engineer of Record (Firm): _ kR R t s e ll 4 di A G 1.-1' Phan: 1 5
Soils Engineer' � T ES T �N : Phone: 6es l O
Lot: Subdivision: • f . 131 3 G 3.00 3 00 Ae ) o
The following special inspections shall be performed according to the State Building Code and City of Tigard's Municipal
Code Chapter 14.06.010 - 14.06.040:
0 Engineered Grading (5,000 cubic yards) - U.B.C. 34 3 xe f r
Fr Regular Grading • U.S.C. es, e
Cornpacdon Reports (per AMA standards sated M U.B.C. 7#1Ip AV or ;,
Testing Agency;_
Phone: CiT `l,- 9 c o
❑ Other
The owner hereby agrees to employ the above sons engineer for the above -noted special inspections.
Signature of Owner
Print Name ` PL , 4.. Lo(n • Phone No. i i - C
Ftrm Date _1 I 11 V L -
I
• (Dyl
13125 SW Hall Blvd. • • • 97223 (503) 639 -4171 MD (503) 684 -2772 -----
September 9, 1996
( Ii . l
CITY OF TIGARD
R.G. Naff
18641 SW Benfield Avenue OREGON
Lake Oswego, OR 97035
RE: Carriage House (Site Work) Site Plan Review
SW Pfaffle & 83rd
PC#: 7 -82c SIT #: 96 -0042
Submittal documents for the above referenced project have been reviewed for
conformance with the applicable 1996 Oregon Specialty Codes and other applicable
codes and standards. The following comments are noted:
1 ♦ SS B L D [�4 ( -s w t r s J 3> i[ ` * i ' Iii:Ar' r yr''f W , a \ .F, 00 - }
J i The accessible route shown on Sheets 2 and 3' of 9 does not provide access to
Building C -3 on the south side. Provide access [OSSC, Section 1103.1].
A. That portion of the accessible route exceeding a slope of 1 to 20 shall
comply with OSSC, Section 1109.7. Provide details of landings,
handrails, edge protection, etc.
i All parking stalls designated accessible for the disabled shall be no less than 9'
wide. At least one shall be designated van accessible, and have an adjacent
access aisle on the passenger side of the vehicle not less than 96° wide. Other
accessible spaces shall have an adjacent access aisle 72° wide [Section 3104 -G-
2, 2b, 2c].
A. Accessible parking stalls for the disabled shall have signs and pavement
markings of the international symbol of accessibility clearly visible and
designed to standards adopted by the Oregon Department of
Transportation [Section 1104.1 and ORS 447.233].
B. Signage for the parking stall for the disabled shall include a separate °van
accessible° sign mounted to the side of the parking space [OR20 -6D DOT].
*.r3.10' Yr � Y l.' - �.a- , � � 'Z� �' Y F d Y
O .,< .ti, .�,:' } ,`t.,°s� 5.1 # ,�, tG �,.i iS)-�'} ? :t —'r:6 i,. j ,,,,7c 'h::
t. r r r., n .
Fill placed on property which is to support the foundation of any building shall be
placed in accordance with accepted engineering practice. Submit a soils
investigation report and a report from an approved testing agency of satisfactory
placement of fill [Section 3301.1].
13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772 _ -.
tl
Carriage House (Site Work) Site Plan Review
PC#: 7-82c SIT #: 96 -0042
''' Page #2
Ciir Complete the enclosed Special Inspection form and return to this office
prior to our issuance of the building permit. Copies of all special
inspection reports shall be filed with this office continually during
construction. A final signed report must be on file before occupancy will
be permitted [OSSC, Section 1701.3].
2. What is the total cubic yardage of site excavation? 3 O ° v
3. What is the total cubic yardage of engineered fill? 0
4. Provide the total square footage of impervious area of buildings, parking lots,
sidewalks, etc. /' P 69/
What amount of the summary of improvement cost is public improvements? 657 S' Z3
tit Roof storm drainage piping must be connected to an approved storm drainage
system [Section 3207 and 2905(f) and OPSC Section 1401].
Please submit three copies of revised submittal documents and a letter indicating your
response to the above comments for review. Please call me at (503) 639 -4171 if you
have any questions.
Sincer ly,
Jim Funk
PLANS EXAMINER
Enclosure -
c: M.C.H. Construction
8235 SW Oleson Rd.
Portland, OR 97223
c: Harris - McMonagle
12555 SW Hall Blvd.
Tigard, OR 97223
I: \CITVWIDE1PC7- 82C.DOC
HARRIS - McMONAGLE ASSOCIATES
ENGINEERS - SURVEYORS
SE , 1 1 1996 12555 SW HALL BOULEVARD
TIGARD, OREGON 97223
CUMMUir l ucvcwNMENT
TEL (503) 639 -3453 FAX 639 -1232
September 11, 1996
Jim Funk
Plans Examiner
City of Tigard Building Dept.
13125 SW Hall Blvd.
Tigard, Oregon 97223
Project: Carriage House, at Pfaffle Road
Subject: Response Letter to the Site Plan Review Performed by the City.
Jim:
Our office has addressed the City of Tigard site plan review comments in the letter by you
dated September 9th, 1996. The changes to the site plans are as follows:
ACCESSIBILITY
1. An accessible route to a portion of building C -3 is not shown on sheets 2 and 3.
Comment: All plan sheets were revised to show the accessible routes. All of the
accessible routes to building C -3 have a slope less than 5.0% (1 in 20).
2. Handicap parking stalls and unloading zones.
Comment: The van accessible handicap stall is located in the parking area adjacent to the
P P g
west end of building A -6. I Details for the construction of the handicap stalls and unloading
area were added to sheet 3/9.
SITE WORK
•
1. Soils report, grading, ( compaction of fill.
Comment: All of the foundations of the buildings are anticipated to be excavated down
into the native ground and not placed on structural fill. The foundations have been
designed by the architect (Payton Rowell) to be properly supported at minimum bearing
pressure of the soil of 1500 psf. If at a later date it is found that structural fill will be
needed in a building footprint, a soils report will be prepared/submitted at that time.
The special inspection form will be completed by MCH construction before issuance of the
building permits.
2. The total cubic yardage of the site excavation is approximately 3000 cy (roadway
core /strippings).
3. The total cubic yardage of engineered fill is approximately 0 cy. The material
generated from the building and roadway construction will be deposited in the open
space /landscape areas around the site. Any excess material will be hauled offsite to an
approved location.
4. The total created impervious area is 118,601 sf.
5. A cost estimate for the public improvements is being prepared by our office. It will be
faxed to your office this Thursday.
6. All of the roof and footing drains will be connected to the underground storm drainage
system. Refer to the construction notes on sheet 1 and 3.
Please call our office with any questions or comments.
Sincerely; `
: 0 1 / I
J
mes (Jay) Harris, P.E.
•
I