Specifications • ••••••••11111•11•11•1 •MIII • 1 I
• •••• NEN■
■v.• •v_•. ■ ■ •_■ ••
• 1111111111111•••• I MUM
• VI q t r MI I ■M 1•11 ■ M
• I UL ITEM
•l 1••
IN I ■ ■■ i.. Giii ME■ •
and Construction Services, Inc: S71-42S" ;v0GS---
9025 Southwest Center Street
P.O. Box 23784•Tigard, Oregon 97223
(503) 620 - 2086 • FAX (503) 684 -3636
December 18, 1995
Mr. Jim Funk
Plans Examiner
City of Tigard
Building Department
13125 SW Hall Blvd.
Tigard, OR 97223
RE: SITE PERMIT
JOHN DUNCAN PROJECT
1591 144&& S.W. 74th
Tigard, Oregon 97224
PC9 -77C SIT95 -0035
PROJECT NO. 950110
Dear Mr. Funk:
The following comments are in response to your plan check for the John Duncan
Project. All numbered comments are in response and correlate with your
numbered comments in the plan review. I have upgraded the Engineer's Estimate
to incorporate the facilities /utilities items.
SITE
f. Grades have been noted on Grading Plan, Sheet 1.2
V' See Sheet 1.3 for Storm Water Drainage Plan. The eastern parking
lot (East of 74th) drains to the existing ditch along 74th, which
M Q empties into the "pond ", which will be utilized as a water quality
1 treatment facility. The storm drainage piping size and type of
/ �! materials are noted on Sheet 1.3. The piping has been sized per
U.P.S.C. table 14 -2.
V3. Clean -outs every 100 lineal feet have been noted on Sheet 1.3.
4. See Sheet C.1, Detail 1 for catch basin information.
Mr. Jim Funk
December 18, 1995
Page. 2-
1*
5. See Sheet 1y for the Erosion Control Plan for both parking areas.
6. See Grading Plan for grade breaks and control elevation.
ACCESSIBILITY:
1. A connecting route from the van accessible parking aisle to the
building has been noted on Sheet 1.1.
If you have any questions or comments, please do not hesitate to give me a
call.
Sincerely,
Jim Andrews
Enclosure
JA:jr
••••••••■■■■•■U• ■■■ i ■■u•i■■•i•••i■■i■■i■ii■in■■■■i■
■■■■ nu■ u■■■■■■ m■■ ■■■■■ ■■u ■n■u■u■■n■■■u■ ■■■n■■ ■■■ 1
■■■ n■ n■■■■ nn■■ n■ ■■■n■■m ■nn■■ ■m■■■■■m■un■■■■■m
■u■ I I ■■■■ n■■■ un ■m■m■■unn■nu ■■■ ■ ■ ■ ■■nu■■ ■■■■n
■■ n■ n■■■ n■■■■■■■■■■ n ■n ■nn■■ ■■ ■ ■ ■u ■n ■W ■ ■ ■ ■■ ■■■ ■ ■ ■ ■■■
••••■n■■••••••m • ••••■■•••m■•••••••■■■•••••n■
■mn ■■■ •••••n■ ■■ NC � . p nnn ■■n ■■ ■ ■ ■ ■■
■ ■ ■ ■ ■u ■ ■n ■ ■ ■ ■ ■ ■ ■nn mom 1 m U 1■i 1 Es u■nn■■■m■■■■■ ■n■
n ■■■n■■u•■m ■n■■■ I I∎. ii 'UrL'We 1n■■■ ■■■■■•••■■■•■ I
■■■■■n■mu■n■■■ _. ■, _ ,_ . _ m■■■■■■m■n
■n■■m■■■u■uu■n■i ►. ■ 1 �yi II - ie� ° ° ■ ■ ■■■ ■■m■ ■ ■ ■n
■■■■■■■■■■■■■■■■■■■■■61iiY ` i imLliiimbiwai ■■■■■■■■■■■■■■■■■■■■
and Construction Services, Inc. oco
9025 Southwest Center Street
P.O. Box 23784 •Tigard, Oregon 97223 7 - i' •
(503) 620 -2086 • FAX (503) 684 -3636 —r1
September 26, 1995
REVISED 12/12/95
ENGINEER'S ESTIMATE
RE: SITE PERMIT
JOHN DUNCAN PROJECT
5ggc S.W. 74th
Tigard, Oregon 97224
SDR -0014
PROJECT NO. 950110
EXCAVATION: $1,275.00
(Remove organic material & disposal,
approx 550 Cu. Yd.)
GRADING: 2,804.00
(General rough and fine grading)
FILL: 6,720.00
(Parking /circulation = 340 Cu. Yd. of 2" minus
at $10.50 yd. = $3,570.00)
(Building Pad = 413 Cu. Yd. of 3/4" minus
at $10.50 yd. = $3,150.00)
EROSION CONTROL: 172.00
(Installation of 480 L.F. of sediment fence
at $.36 L.F.)
BLOCK WALL: 4,000.00
(Installation of 800 S.F. @ $5.00 S.F.)
SANITARY SEWER:
160 L.F. of pipe & trench @ $6.69/L.F. _ 1,070.40
Water tight connection @ existing manhole = 200.00
STORM SEWER:
460 L.F. of pipe & trench @ $6.80 /L.F. = 3,128.00
2 catch basins @ $226 ea. = 452.00
Engineer's Estimate
John Duncan Project
Project No. 950110
September 26, 1995 (Revised 12/12/95)
Page 2
WATER LINE:
Cut & tap into existing line = 100.00
55 L.F. of 2" dia. water line $4.30 /L.F. = 236.50
55 L.F. of 4" dia. sprinkler service line @ $5 /L.F. = 275.00
ASPHALTIC PAVING:
121 cubic yards (242 tons) @ $23 /ton = 5,566.00
CONCRETE SIDEWALK:
660 sq. ft. @ $2.50 /sq. ft. = 1,650.00
STRIPING IN PARKING LOT: 200.00
TOTAL $27,815,.00
••••••••••••
••••••■••••••• �■�
•••••••••••••� •
• • •_ii••i•••
rernuarrorrimrimommoom
MIN Ir l ■r' IS 1 INN
�� II Ih'Ulh'WA •
ineretiermioi
:�7\![:ui i 1 ■'1 II ■!I
_ ��iY`iiili�i�tiiii � i ■
and Construction Services, Inc. i `,5". 0( .33'
9025 Southwest Center Street
P.O. Box 23784•Tigard, Oregon 97223
(503) 620 - 2086 • FAX (503) 684 -3636
September 26, 1995
1 1,13 5 �
A, .p' �° �
`.' OREGON
v
ENGINEER'S ESTIMATE � itiS R. WC) .
• ! EXPIRES: 12 - 31 - 96
Re: Grading Permit.
John Duncan Project
11 is 1 S.w. 74th
Tigard, Oregon 97224
SDR -0014
.
Excavation: $1,275.00
(Remove organic mate is & lisp() .1, approx 550 Cu. Yd.)
Grading: 2,804.00
(General rough and fi - grading)
Fill: / 6,720.00
(Parking/circulation = 340 Cu. Yd. of 2" minus
at $10.50 yd. = $3,570.00)
(Building Pad = 413 Cu. Yd. of 3/4" minus
at $10.50 yd. = $3,150.00)
Erosion Control: 172.00
(Installation of 480 L.F. of sediment fence
at $.36 L.F.)
Block Wall: 4,000.00
(Installation of 800 S.F. @ $5.00 S.F.).
TOTAL $14,971.00