Plans CITY OF TIGARD
• Approved [
Conditionally Approved [ ] �
For
Z' onity�the work described in: 5 j k0'
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PE- :RMlI NO.
S letter to: Follow [ ]:
Atjc,ch S 1
Tack coat
(saw cut edge of existing
Asphalt Concrete drive way)
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ASPHALT ONCRETE `
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f SUB -GRADE
THICKENED ASPHALT PAVEMENT EDGE ADJACENT
TO FUEL ISLAND SLAB, EXISTING DRIVEWAY
PAVEMENT AND NEW CONCRETE SWALE
NOT TO SCALE
LAW /CRANDALL /A
:ss
6-0 (1Y1
Tack coat
(saw cut edge of existing
Asphalt Concrete drive way)
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SUB-GRADE
THICKENED ASPHALT PAVEMENT EDGE ADJACENT
TO FUEL ISLAND SLAB EXISTING DRIVEWAY
PAVEMENT AND NEW CONCRETE SWALE
NOT TO SCALE
LAW/CRANDALL A.,
5-O (Typ.)
Tack coat
• (saw cut edge of existing
Asphalt Concrete drive way)
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' NOT TO SCALE
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Ai LAW /CRANDALL /
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� '_ — d l ` { ons 1- L } } - �' .kvs' :,,, - - X I 3 0 RYDER TRUCK I�j W: h N fy 13' l 0 1 _ P ..... y ?? �, ♦ • ��• .�. i C 11 7
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as 36° wide ram _ _�_: _� _ —_�_� �. ���� q
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18'-6" = 3 a -0• 8 ' -C t�‘
„. +~, •C', ‘�,,- REVISED 12/11/96
U '"::_ €aa; NEW PAVEMENT ,�, ,
°° _ :: PAVEMENT P LAN
O' PAVEMENT IN THIS AREA TO BE BID AS
AN ALTERNATE FACILITY
REFERENCE: _ NOTES: 14750 SW 72ND AVENUE
REMOVE EXISTING ASPHALT CONCRETE TIGARD, OREGON
ALTA/ACSM Land Title Survey (dated 3/17/95) by i :::::_:::::: AND REPLACE WITH NEW PAVEMENT
TOTAL BUILDING AND PAVEMENT ARETOTAL AREA OF PROPERTY 2.825 ACRES OR 123,065 SF
Global Engineering, Land Surveying and Planning Co. o
...:--.f.,.7.7: A $3,800 WITH ALTERNATE
950 SF, W/O ALTERNATE
_ _ NEW 4 INCH PCC SPILL PROTECTION APRON 94,
.. •v.. T ATAI 1 A \I!♦laI nn ADP• A A •at I, ..w s.�- w...�� Scale Feet
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• • - - _ _ _ - .. — _ - — _ - — - — - - — - - — _ - - — - — - - — - - — - - — _________,
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8 < Sift fence during construction a
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Existing ,
Catch Basin v
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Y Existing Catch Basin
U Top of Rim El. =165.97' ---- f/0 /P
Inv. El. = 164.09' t S / ope 7 17' RCP PROPOSED CATCH BASIN #2
1 '- .-..,� �� 1/8'/Ft slope Inv. Elev. = 166.59
mow! n Concrete
• w PROPOSED CATCH BASIN # 3 r V Barricade @ \ Q
Inv. Elev. = 165.13' Silt r # Silt fen ce
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� _w a • fisting Catch Basin Fuel Tank (Fuel Tank Y
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r t Q
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Q Existing Existing Fuel Island
es Asphalt Gravel t
Concrete
� Existing Concrete -
Canopy i
o o Abandoned Existing Catch Basin
Bench Mark top of Concrete Slab 0
et B. =17 0.78 NW inside corne Q
Z 1 of Concrete Plant Box Excavate depressed area to solid material. 0 ■
CV t � Badcflll with soil & compact in 6" layers.
ti Oregon State Hglmay Dept Datum _ . ; 0
0
Concrete - W
Driveway ` 12" RCP �
CJi Concrete Cutout ' C t 1/8 " /Ft slope 1
4% • Existing Catch Basin EXISTING - �� Existing Concrete
!l��AA Retaining Wall
MAIN BUILDING - ` PROPOSED CATCH BASIN #1
S ' i . — \ Inv. Elev. = 167.84'
0 ( Existing \ , r ,
Asphalt Silt fence t r
m Concrete
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CO
° EROSION CONTROL PLAN
NOTE:
REFERENCE: • Slit fences shall be constructed according to the Unified Sewerage Agency requirements P RYDER TRUCK FACILITY
14750 SW 72ND AVENUE
ALTA/ACSM Land Title Survey (dated 3/17/95) by • Contractor shall provide a method for controlling dust during construction TIGARD, OREGON
Global Engineering, Land Surveying and Planning Co.
• Site erosion control shall comply with the Unified Sewerage Agency requirements 0 ao 80
Scale Feet
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Existing 1 v
Catch Basin
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= Existing Catch Basin ■ —., . 1
U Top of Inv. El. =164.0g 1 / /Ff • s/ope 12" RCP
1 PROPOSED CATCH BASIN 0 2
4 — 1/8' /Ft. slope
Inv. Elev. = 166.59'
3i
as PROPOSED CATCH BASIN : --k• Concrete r
J Inv. Elev. = 165.13' , ,7 Barricde Q
M -. . ! n xisting Catch Basin Iii (Fuel Tank Fuel Tank [1 .
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W W 1T r i1,, _ 1 Q
O > Existing
Q Asphalt �� Fuel Island
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a0' on Canopy t Concrete py "-----\--- Existing Concrete
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o 0 0 `-' = Abandoned Existing Catch Basin
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1
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0 s at El or Cue r p in s
Oregon State Highway Dept Datum corner Excavate depressed area to solid material. Q
r
N t Backfill with soil & compact in 6" layers.
cs
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Concrete - w
Driveway 12" RCP
m v)
Concrete / ri
m 1 � CI Cutout 1 /8 " /Ft. slope ' t �
Existing Catch Basin 1 EXISTING l Existing Concrete
Retaining Wall
— MAIN BUILDING = PROPOSED CATCH BASIN #1
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Ill
' Inv. Elev. = 167.84'
C T Existing
Asphalt '
al m Concrete
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NOTE: DRAINAGE PLAN
REFERENCE: RYDER TRUCK FACILITY
Catch basins and pipes shall comply with Oregon Speciality Plumbing Code Section 14750 SW 72ND AVENUE
1408 baffle
and shall be trapped by using an inverted one - quarter bend or TIGARD, OREGON
ALTA/ACSM Land Title Survey (dated 3/17/95) by welded d baffle
N Global Engineering, Land Surveying and Planning Co.
• Elevations and grades shown on this drawing are for general guidance. They 0 40 80
may be modified in the field to insure drainage
HI
• Contractor shall comply with Oregon Standard Specifications for Highway construction
Scale Feet
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