9450 SW DURHAM ROAD-2 • sri/
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Location on Property: Due to location on property, west
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wall shall be of not less than one hour fire resistive
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construction. One hour fire resistive system shall be
included on plans, including all information needed to
build the one hour system, i .e. , materials, fasteners,
fastener spacing, etc . Also, the testing laboratory or
Uniform Building Code Table and Item Number shall be
.tncuded of the system to be used.
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rireatoeeine: in all wood framed wails and partitions,
firestopping consisting of 2-inch nominally-sized lumber
or other approved materials must be iestalled at all
floor and ceiling levels . Penetrations in this
' prescribed f:_restopping to accommodate wiring, plumbing,
and other similar utility runs must be packed with
•noncomb :stib1e materials in an approved manner so as to
prevent the ps ssage of flame. UBC Sec . 2516
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Note: Where brick veneer is applied over combustible
sheathing, fire stopping shall be provided
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• between sheathing and brick veneering.
• Occupancy Separassiou Not less than one hour fire
resistive occupancy separaticn shall be provided between
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the drive-through "Group M" and the remaii'der of the
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t� - building "Group A Division 3" . Provide this office and
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Tigard Building Department with details of fire resistive
- systems as noted earlier for this separation.
Note: Needed fire resistiveness may be achieved by
-1. .: , ,1 , -- _ slAutilizing brick veneer for a one hour, however,
-- - - / documentation should be provided showing the
. __ _ . _ ----- -- -- -; �!- -- ----._ . . _._._ brick being used will comply with one bout
`�, __ __ __ - / �___ _. system.
--- -- _ ___• - __ . _ ... . ____ ___ ._.. _ .._._- -_ • - -- Theremust befloor
_ Landings at Coors :
_--.___ - landing a or an ins on
'each side of all doors . The floor or landing must not
be more than one-inch lower than the threshold of the
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___-___- -___.-_--.__._ _.._ __ __---- --- - -- ------ -•- - - - - eservingace ss o the1
-_. __�-____._. _ _ ._------_ •_-_ - -__ doorw y unless e for physically
-_ _-- _._..- _ _ __._.____.-_ -_ ___-�__ __- -'-_ _._ handicapped. UF3C Sec. 3304 (h)
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' + � -- ----- - ._. - - - -- -_--_- _. � �___ - ---- ___ -�-__-_ Hardware Schedule:
Exits other than the main exit out of the
-� L MEr1:- r S'"Fs:� building shall not .se provided with latch or lock, unless
it is panic hard4, providedkey
� — y._-- . �— - _� _ - --; -- -�. �. r�r,WNSPC QTS c:. _. ..... -".'-t-+•"
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ire. Main door may be with
� _^ - ,;� - �� - �_ -_ _- - _-_� lack, provided it will comply with Uniform Building
~ s- -_ �--- -- . -- _.
t-;IZ !� ✓K'�, —i �_ �y __ - Section 3318 (a) Exception.
- -= _ - -�t�-5"� _
7.2:::-.---__v - --- :`� - - ---- T - -- r- - - 5�� �'� Ramps : Where ramps are installed, they shall comply with
Uniform BuildingCode Section 3307 . Please note maximum
FIELD slope and handrail surface requirements, etc .
TC (3E
Address Required:
i)RIVE T!✓ItLL1 _ .,�,.=es - - `-- �~ prominently displayed The tenant space number must be
' iI I ' - ___ - - P y played on the street front where it is
maw readily visible to drivers and officers of responding
` - ..---
------v__
�—` i�G �• •----------- ---- - ..� fire apparatus and other emergency vehicles .
wrt- es--?A C.v� Ch,.�IJWS 1�: _ - -- - .�. - __.,. ---. 9 UFC Sec .
'STI=�L ShPPC��T PC✓�` ' ._ - - -- - - 1 - - _ - _� _. _ - - 10 .208
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-- ___-_ ._ ---.__-__ GRAS AR E4�
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-- Fire Extinguisher Requirements : Not less than one ( 1 )
approved fire extinguisher(s) with rating of not less
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than 2A10B:C shall be provided for each 1, 500 square feet
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-- VAT of floor area or fraction thereof . The travel distance .
1 IE �_.- I n ! to an extinguisher from any portion of the buildingshall
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not exceed 75 feet . UFC Standard 10-1
- - lJ Waste Storage: Commercial dumpsters and containers with
- _ an individual capacity of 1 . 5 cubic
-- P Y yards or greater
--- shall not be stored or placed within 5- feet of
___ __- _. _______.____ _.__. _ _ combustible wall openings or combustible roof/cave lines .
- - ��-- -2_-'"-s,
For areas containing dumpsters or containers protected
i� - . by approved automatic sprinkler systems, the abc.e may
' be waived. UFC Sec. 11 . 201(d)
_ __- ---. - _ --___.___-_ - --- Flammable and Combustible Liquids : Flammable and
..--------
Occupancies
- -- ---- -se �f`-- combustible liquids shall not be stored in a Group A
• __ __ _ -____..___. --
___._. -' _� ---- Occupancies unless it is stored in compliance with the
Uniform Fire Cade . If gas for lawn mower. or minor
__ ___ :ontemplated, then please provide
-- -_. ._ s _} _ •-- - > .� maintenance is
_ ' ---- - - L1 ocLunentatic:�n as to how this material will be stored,
-_-_ - - - -= � - - ---- --- -- -- _ _- ` *proved Plans on Job Site: One set of approved plans
_ _ _ bearing the stamps of the building department issuing the
'! _ "'� - - : Wiz"' _- --- - cam. construction Ferr:it and this office must be maintained
- - - >Z - --- ""' - a = : .�--- w ���� - . --- ---- on the project site throughout allphases of construction
- _ IM
'�'L - • - -- -- g
- - C ��.. __ �� _ - _ = and must be made available to building and fire
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inspectors for reference during required construction
_ -
- ' �„ -- - ---- inspections . UBC Sec . 303
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_ _ IM. Required Occupancy certificate: Prior to the use and
j ( space) , a certificate of
� �� fls___________ occupancy of the project
tia
- L q >f�...'s ...�, - _ occupancy or other written instrument of approval must
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be obtained f3rzitt.!le building department issuing the
-. 0 ,, .. _ : : � i �' _-------- construction UBC Sec. 307
Mon=
_ si, l=1MilM5-1-41-m-
- }UALAtIN VALLkY FIRE MARSHAL OFFICEApproved r//2. s' P-----C-C4,/-IGARD:y
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- -,_-_ // = 51 " I APFFIOVE:D CITY 0:sommummil. --
CONDITIOiJAI_LY APPi30VE0 [ Conditionally >� r ,/
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/ _�1..• }, APPROVAL of PLANS IS NO f AN APPROVAL OF For only the
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DATE: 3/ , 01O REV MED
PERMIT NO. BLIP 900120 ���•
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1. , �b- A SCALE: - I -L. DI/AWN IVY
DATE: 3 /' dalC REV SED
900120 �ff
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PERMIT NO. EUF �( i
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• NOTE IF THIS MICROFILMED I 2 • �- 4 _ 5__—_� 6 _ �..�— _ 9 l� --1 ---- '
+ DRAWING IS LESS CLEAR THAN ',. :'
THIS NOTICE, IT IS DUE TO '
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c II 'I GENERAL S.::* , iSTRUCTURAL NOTEE._.] I a' AililLirA CL---
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I ‘)) ! 1 . DESIGN LOADS:
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•i WIND PER 1985 UBC, 80 MPH BASIC WIND SPEED, c"!POSURE "B"
I ' SEISMIC PER 1985 UBC 47'DNE 2
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t I�: I If 2, CONSTRUCTION LOADS:
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I �� �, \EhTt<D f'fv>iti1 II (' F I 0 0 R "J ' _ G NN: STRUCI;1RESNAVE BEEN DESIGNED FOR OPERATIONAL LOADS ON
< - _ 1'_ `- COMPLETED STRUCTURES. DURING CONSTRUCTION, STRUCTURES
m :1 I \ ./1.:-.0'�. ='- --- - -- -' 1 \\,‘ �CA�E, '� -_1' �" SHALL BE PROTECTED BY BRACING AND BALANCING WHEREVER
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� 0 1 \ IJ -L<,AIeCI-C�� 0I -QII I ,,��(( EXCESSIVE CONSTRUCTION COAGS MAr GDCJR.
/ I 1! -J -� 'T zi 3 W 3. ERECTOR
L F�TYY MATT ' -' SHALL PROVIDE ALL TEMPORARY SHORING ANC BRACING NEEDED
#_ t _, ( I in 3'.G,,} �L5q�- •c)i I Fr R STABILITY UNTIL STRUCTURE IS COMPLETE.
('�I' ' J I 4. ALLOWABLE SOIL BEARING PRESSURE ASSUMED 2,000 PSF.
1 WOMEN 1 I dI
1 - - — -- I — — 5. FOOTINGS ARE TO REST ON FIRM NATURAL, UNDISTURBED SOIL . NOTIFY
1
� I ""' x"' NCTE ENGINEER IF OTHER CONDITIONS ARE FOUND. ALL DISTURBED SOILS
v !~. �� L. I '� ,\ iI ' ^' � " j \_,., „
�� I ALL Ir�(T ' IDr �' (D SHALL BE REMOVED, BY HAND OPERATION, FROM EXCAVATION TO NEAT
�, \ \ l p L Kip B SC • ` W K.L. X LINES.
N ; C /I \' f ,I_ R , ,1_ ,� -T Ate- 'N'TE21U1Z, WAL"L.t.) 2&'4
.1 l , C7 a 8 y CA. �H .A. , , :.%^.1 F5� NCTE� 41 rlt=R.WI5I= 8. NO EXCAVATION SHALL BE MADE RELOW ANY FOOTING CLOSER THAN A
{1 y jr
r' (Ne-, MTL., DI J SLOPE OF TWO HORIZONAL
If r- 0 I2ONAL TO ONE VERTICAL TO THE BOTTOM OF SAME.
0 ‘,(1.-?; Lair, ISIO, \ a F 1, 1. BACKFILL ALL PIPE TRENCH EXCAVATIONS BELOW FOOTINGS WITH LEAN
�. �� ! ;,C--)1.1.- ( G... \�'!/ I 1 CONCRETE TO THE BOTTOM OF FOOTING.
r —I _.l
1L -1 8. ALL FILLS SHALL BE COMPACTED TO A MINIMG44 JF 95 PERCENT vF
ti:_ \ l .- - . -c. -a._ r_.— 7.T
-.\- -
- - - _ - `�/� _ _ MAXIMUM DENSITY AS DETERMINE ) BY UBC STANDARD NO. 70-1 , FIELD
i [ S �_ - DENSITY SHALL BE DETERMINED IN ACCORCANCE WITH UBC NO. 70-2
� t---s-_-,--.)///
�) OR EQUIVALENT, UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER
• ..�. -2,11.a/ i11•,4V ,5-/-/9 //0w� OR SOILS REPORT.
O 9. WHERE REFERENCE IS MADE TO ASTM, AISC, ACI OR OTHER STANDARDS
LIt`,!F_ OF RD�C� G1�ER1�►AN�
AND SPECIFICATIONS, THE LATEST REVISION OR ADOPTION IS
INTENDED UNLESS SPECIFICALLY DESIGNATED OTHERWISE.
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NOTE: IITHISMICROFILMED I -- ...� _ _ h
DRAWING IS LESS CLEAR THAN ,
' THIS NOIICE, I1 IS DUE TO
TNF QUALITY OF THE ORIGINAL I, 2'
DRAWING. - - -- --
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1991
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AAOR eloL_T5 W%" 71.3.11
` �- - --- - - - _------ - -- - PSEE PLA Ni
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• L ' Cp���/� • r y 7 �^r 1.. DESIGN, MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH
D -� 11=1�� ���I� _ THE FOLLOWING STANDARDS UNLESS OTHERWISE MODIFIED ON THE
DRAWINGS OR IN THE SPECIFICATIONS. f
" - 2.- 45 Go1.11-I Nu0US - ACI 318-83 BUILDING COOE REQUIREMENTS FOR REINFORCED
3" c.i...'L. Frza4A P5OTT�^y1A CONCRETE
•
'- ACI SP-68 DETAILING MANUAL
r--40i -- ACI 30184(55) SPECIFICATIONS FOR STRUCTURAL CONCRETE
Zi
ikk. ---'t FOR BU I 1.D I NGS
g v - AWS 01 .4-78 ED SDTRUCTURALICE WEL NO CODE-REINFORCINGFOA -PLACING REINSTEEL
(-a \\ TN IL,►<,ENED SlAAR(N� WALL _' CONCRETE SHALL DEVELOP 3,000 PSI COMPRESSIVE STRENGTH IN 26
DAYS UNLESS NOTED.
a ,E) F,-1 _ _j___ -.........___./) ' . S. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM
04
�,+ I`-O A615-82 GRADE 40 FOR 04 BARS AND SMALLER, AND GRADE 80 FOR •5
OARS AND LARGER. ALL REINFORCING STEEL THAT IS TO SE WELDED
41
I. SMALL 9E DEFORMED BARS CONFORMING TO ASTM A706-62A.
-- _. - ' " x ;a + ANGHCR BOLTS w " v
/' �/ W 3 4. REINFORCING STEEL SHALL NOT BE BENT OR DISPLACED FOR THE
1U.��.
i _ CONVENIENCE OF OTHER TRADES UNLESS APPROVED BY THE STRUCTURAL
PIC..I, 41'-v'.KAX. °/G ENGINEER.
SLAG RE•INF S. PROVIDE A MINIMUM COVER OF 3 INCHES FOR REINFORCING STEEL
E` -'I� �/ i :_5 to '2 11 i,/( '( % �� SEE PLAN WHEN THE CONCRETE IS PLACED DIRECTLY AGAINST THE GROUND.
---- _-___ /J
6. PROVIDE A MINIMUM COVER
r
E OF 2 INCHES FOR BARS LARGER THAN NO.
I -4:!1'101/'
i S AMC 1-1/2 INCHES FOR NO, 5 BARS OR SMALLER IF AFTER REMOVAL
OF FORMS THE CONCRETE IS EXPOSED TO THE WEATHER UR IM CONTACT
�;o,^ p WITH GROUND.
- -t, " 7. PROVIDE A MINIMUM COVER OF 3/4 INCH FOR REINFORCING IN SLABS
I
i,.=�1 �� 1i AMD WALLS AND 1-1/2 INCHES FOR BEAMS AND GIRDERS NOT EXPOSED I.�
NJ DIRECTLY TO THE WEATHER OR GROUND.
I" STYROFOAM
Z. S. SPLICES SMALL BE LAPPED 42 BAR DIAMETERS OR 2'-0' MINIMUM
-141/4 _o UNLESS DETAILEDOTHERWISE.
. I
•
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\ I, - ----- S. AL EE XPOSED EDGES OF CONCRETE SMALL HAVE A 3/4 INCH 46
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. iFile Fire Sound -- _ --- - - //
No. ASSEMBLY DESCRIPTION
l c212 4'S w/R.1(WOG1D I I� , - '
Gypsum Wallboard, Wood Studs _ - - -- t. + • .�-T - _ --
On(a layer /B" type X gypsum wallboard or veneer base applied c/ CJI: I ( • •
Thickness: 4 !B 5 � r a.k,�F � 'A" f .��- ��`' �, . ,' • - _- ---�-
parallel with or at right angles to each side of 2 x 4 wood suad.� I ;' -
• WP 3510 spaced 24" o.c. with 6d coated nails 1�/8" long, 0.0915" shank, Approx. Weight: 7 psf „ ,; 2x(� ,� �, I
" Wallboard nailed to top and bottom plates 2.t Fire Test: Ul_ R3501-47, 48, 9-17-65; • r I y • _ . _ ��� -�4 r` I _ `-1.___.-L.- N
1In heads, 7" o.c. Design U309 ''� Ifi = _�--- --- ____ - ____
7 o.c. Stagger joints 24" o.c. each side. (LOAD-BEARING) g ' `A''�'- �ASIh�� a �� �¢ '� �_' �� - _
R 1319-129, 7-22-70 ;' -�� �U g--- s, - _._ tr .„ -
,, g‘)/a)61P Design U314 ���� � � � •
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Sound Test: NGC 2404, 10-14-70 1 1 p - -1
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SCALE.: 1
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•
• GENERAL TZMBER NOTESTYPICAL NAILING SCHEQ%,•Lg
NSU LL1 0N
• 6-
1 . ALL EXTERIOR WALLS AND INTERIOR BEARING WALLS WHALL BE DOUGLAS JOIST TO SILL OR GIRDER; TOENAIL 3 -- ed /O„` G0� .�. P 2
FIR NO. 2 �--- 4OMi_ PLASTIC_ F�A51-dING
•
BRIDGING TO JOIST; TOENAIL EACH END. t - 8d GL.A55 -------- _ 2 WE-EP NOLO 2A" OlG
• 2. ALL BEAMS ANO STRINGERS SHALL BE DOUGLAS FIR NO. 1 . ! \ I V /''� --- �Ll� X J IZ° ANCNOr1I- a''0" �C
1 x 6 SUBFLOOR TO EACH JOIST; FACE NAIL 2 - 8d I 6 +r`�j / 4"
3. ALL POSTS AND TIMBERS SHALI. SE DOUGLAS FIR NO. 1 . �, \\` `�`
HIDER THAN 1 x 6 9UBFLOOR TO EACH JOIST; FACE NAIL 3 - 8d %" >-1-•,,-) WITH 3" OF (�RJE-C�"Ic7
4. SUCKE., ?LOCKING, BRIDGING, ETC. SHALL BE DOUGLAS FIR .2 ,Q. C -,5�' (�[�y.�G. ��QO� �V Mr•--,,,,
7 E
NO. 3 GR STUD GRADE. 2" SUBFLOOR TO JOIST OR GIRDER; BLIND ANO FACE NAIL 2 - 16d .r'--�_� - (--,..4,_;--- / /'� (� x w-V1/..9 KV�/2.9 W 1N. F, 1" CL-E.AR
•, PLATES AND SLEEPERS IN COO.TACT WITH BLUCKING FACE NAIL 16d 0 tb" o.c. 3 _ 1 i �/ ,� / FROM -;OP OF SLA'a,
5. ALL •... _ .5, LEDGERS, PL SOLE PLATE TO JOIST OR
CONCRETE SHALL BE PRESSURE TREATED IN ACCORDANCE hITN U.O.C. NOTE-' 111
STANGAF'L NC,. 25-I2. TOP PLATE f0 STUD; ENO NAIL 2 16d VERIFY R.O. CI I►.ISIDE FR.S\ZE.
6. ALL PLYWOOV SHEATHING OR SUS-FLOORING SHALL BE ()FPA CD GOALIE STUD TO SOLE PLATE 4 - Sd TOENAILS OR ��4 +�
A5 WI N(DOW SI'E-3 MAY vAtz x , /
•
2 - led END NAILS 3 /
WITH EXTERIOR GLUE (OFPA CC GRADE FOR ROOF OVERHANG OR OTHER2-_,/� Miro- /
EXPOSEC LO':3ATIONS. ) EACH PANEL SHALL BEAR THE OFPA GRADE i _ 41.---. /
04-- THE AMERICAN PLYW000 ASSOCIATION.WALL PLYWOOD FACE NAIL led • 24" O.C. i _--
TRADEMARKDOUBLE STUDS; i--;><(1: 'S
FLOOR AND ROOF SHEATHING SHALL BE INSTALLED WITH FACE GRAIN / Y_� �:..---�, I �� _ I C _
• PERPENDICULAR TO SUPPORTS AND WITH STAGGERED END JOINTS. DOUBLED TOP PLATES; FACE NAIL 18d • 18" o.c. t " " ' '' �„ 1/ _ S _�
:/l�lll/ l_ r� �,� C � D
7. ALL BOLT HEADS ANO NUTS BEARING ON WOOD SHALL BE PROVIDED WITH TCP PLATES, LAPS AND INTERSECTIONS; FACE NAIL 2 - 1t5d �1~ � � I-I J� --�y1. �-.7:!..-77-7:-
.
� r .
::N:: I::::sNAILING
l l.•- -�� ^ON lRA7E 'i ` iCONTINUOUS HEADER, TWO PIECES ALONG EACH ED4ECll.8. SCHEDULE AND THE DRAWINGS. i. - '" '�
j
. - f l ` i c ;( '-�11�,,,_�-" GG IJGRETE ATG WITH STEEL-
CONTINUOUS
9. PROVIDE SOLTO BLOCKING (SAME DEPTH OF MEMBER) AT ALL POINTS 3 - 8d _ �`
CEILING JOISTS TO PLATE; '!'OENAIL { � `/>< ( � ""`� �- � I �"� ��- /
co
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OF BEARING. - � +�� � REI�AIZ
•
CONTINUOUS HEADER TO STUD; TOENAIL 4 ed _- ^�- _leglir � -1 - II" e/ 0 -
10. ALL MEMBERS 3 x OR LESS (LEAST DIMENSION) SHALL BE KILN DRIED. aJ���� ��� IKON
3 - 16d �� -L -
CEILING JOISTS, LAPS OVER PARTITIONS; FACE NAIL I'- ,1'jr=1;; -�
11 . ALL FRAMING ANCHORS, JOIST HANGERS, POST CAPS, ETC. SHALL BE i sJ lo._ NCTF.
"SIMPSON" OR AN APPROVED EQUAL. CEILING JOISTS TO PARALLEL RAFTERS; FACE NAIL 3 - +Ild
V '��'O" �bC?T� ►.IC", _-O t3�AIL +�N F I�
12. ALL GLUE LAMINA?ED MEMBERS SHALL BE DOUGLAS FIR 24F ANO SHALL RAFTER TO PLATE; %MIHAIL 3 - ed
CONFORM TO U.B.C. STANDARD NO. 25-10 AND 25-11 . F LIN0ISTURP�EO 3EA�Ab►.-E SC)Il-.
ATE' FACE NAIL 2 - 8e .^-
1" BRACE TO EACH STUD AND PLATE; S L
SHALL CONFO
RM T O A I T C I r� WALL �-�
13. ERECTION OF GLUE LAMINATED MEMBERS --
SPECIFICATIONS. 1 x S SHEATHING OR LESS TO EACH BEARING; FACE NAIL 2 - ed
14. ALL GLUE LAMINATED MEMBERS EXPOSED TO WEATHER SHALL BE WIDER THAN 1 >•' • SHEATHING TO EACH BEARING; FACE NAIL 3 - 8d "'S � E" -O
FABRICATED WITH WATERPROOF GLUE.
15. TRUSSES SHALL COMPLY WITH U.B.C. STANDARD MO. 25-17 AND ALL
BUILT-UP CORNER STUDS 16d • 24" o.c.
PROVISIONS OF THE DESIGN SPEC'IFICATICNIS FOR LIGHT METAL PLATE BUILT-UP GIRDER AND BEAMS 20d • 3T" o.c. AT TOP
CONNECTED WOOD TRUSSES OF THE TRUSS PLATE INSTITUTE TPI EXCEPT AND BOTTOM AND STAGGERED
AS OTHERWISE NOTED. 2 - 20d • ENDS AND • EACH SPLICE
16. TRUSS MEMBERS SHALL NUT EXCEED A LIVE LOAD UEFL£CTION OF L/300 ROOF JOISTS TO PLATfE; TOENAIL 3 - 16d �0 PROr£
_ ISI N�C���M HALL _
OR THE MAXIMUM ALLOWABLE WORKING STRESSES FOR THE APPROPRIATE
MATERIAL. 1/2" • 5/
8" PLYWOOD SHEATHING ed COMMON NAILS • e" O.C. c`J `�G S', G LAKE_ OSWCG�'� -DN� '' �?'�T� 7 '
ON ALL EDGES AND 12" o.c. N9.' y U At•►ROV[O•Y: DRAWN WY
401
17. MANUFACTURER SHALL FURNISH COMPLETE ENGINEERING SHOP DRAWINGS ALONG ALL INTERMEDIATE SUPPORTS :' �r -�►�� AS NOTED
WITH A REGISTERED PROFESSIONAL ENGINEERS SEAL. Rrvly[D
3/4" PLYWOOD SHEATHING 10d COMMON NAILS 5 P" o.c. QUIsoW DATE: �' �� �Q9 ;
18. ALL CONNECTION PLATES SHALL DEVELOP THE FULL STRESS IN THE ON ALL EDGES AND t2" o.c. 'gyp-'fid II
MEMBER WITH A MINIMUM TRANSFER AT ANY MEMBER OF 2,000 POUNDS. ALONG ALL INTERMEDIATE SUPPORTS X911. �� ,<\�.t"""y I ��� a r\Ah D rTA I i_-b
• C�,i � C P`1� •••�•�-��- DRAWING NUMstR
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1 WI BOTTOM OF DITCH ELEV. r 1 •
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COULD SE ADJUSTED BY i_'41 I: / A.C. DRIVEWAY ���� 1 �/ cLAssa1 •
• INSPECTOR • ,', n I 1� M' _-__--_.-.__.�_...._-__._._._._.-..____ ``�;� • • / eACKFIII 1
-`' a CONCRETE EXTENSION R:Na I _
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{ ! ,e • INSTALL A3 REQUIRED TO BRING '-1* p
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414
_ DESIGN WADE- MAX 3 RINGS .I 2'• S!. 01 F //, � ��
OR 2 :RADE
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WITH CORRUGATED METAL ON _--- •, ETANDARU .s-YANr1ULE RISi HSQI //ii +tl I \\\ • _ .s ,Y �'` , '// �'PLASTIC PIP[. .• °+ 1 ` ': .• //• ///��-PIPEsw•LlEXTEND MIN • I� IF � TYPICAL SECTIONW ° " •,..' 'b 4,
PPAST TOEofFIL . r K I � �aGRAVEL DRIVEWAY .o ��'° °'� 1 ''� \ ;•
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Z• / L - fIA�NEILL IN 3TR[CT AREASPIP bASE 1---- • 7FE �'wr, NO ;;W-.O2 JVLI.IF!/W IS AGAINST CURS, FILLROCS TOb-COMPACT EOICRAV • •o• • f BACK or 3/W \
77
CROSS- SECTION 3L..” D AT
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SO4•e COMPACTION • • 2.If 51W IS NOT AGAINST GURg, FILL ROCS
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AT t' DAY' ALTERNATE
WASHINGTON COUNTY �RWASHINGTON COUNTY - I t "_
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" �=^ EPARTMENT OF LAND USE DRIVEWAY FOR STREETSDEpJ�FtTh1ENT OF LAND USE STANDARD MANHOLE ��
i v AND TRANSPORTATION WITHOUT CUFF BS %WAND TRANSPORTATION -- WASHINGTON COUNTY DRIVEWAY DETAILS FOR WASHINGTON COUNTY BEDDING AND
_ 1;6.2,:- ..-„„1, ,�DEPARTMENT OF LAND USE [�EPARTMENt OF LAND USE
DATE CIVIL CNgSIEER DRAWN APWA NO. WA At COUNTY NO. i DATE i CIVIL IIS PIER Y DRAWN T APWA NO. WAIRt COUNTY NO. AND TRANSPORTATION NON- CURBED AREAS �AND TRANSPORTATION BACKFILL DETAILS
ir /,ivhc_ ? --- L .f._ NONE I DW-202 i/Ir��l f�y..ti �is�.,.— Au �e4 NONE D-109 '
DATE CIVIL/ENDIFEER WN APWA NO. WASH COUNTY N0. DATE' D ,.r �CI VIL MIMEE ER C4RAWN AI.v/ NO. *FAIN. 0.*FAIN. COUNTY N •
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6.4,-----L'-41/2 a'T WILL SC ALLOWED. - --.( • • 72" .I/ -1.._ ti391 s4• --Ail.- '
!. TOP 0/ WEEP NOL[ 141LOUIR[! TWO GRATES �`
FRAME & COVER WATERTIGHT ` I'►7 ' F
SECTION A--A AT SUBORAOE. y__. tlt• ___�_ __ SECTION -- -
STANDARD B OV[gSIZL APE WASH.CO.DESIGNATIONS 72" MANHOLE P- S4• MANHOLE SECTION FRAME € COVER DETAIL ,RY
W ASHiNGTON COUNTY FCR 42"OIAM£TER OR SMALLE11 PIPE FOR Mr OR SMALLEr PIPE w'
' WASHINGTON COUNTY ;�'' _ - /.: •
• ��--DEPARTMENT OF LAND USE CATCH BASIN wv iiSEu•l0l ,�., .=—.DEPARTMENT OF LAND USE FRAME
AND TRANSPORTATION ,"4 AND TRANSPORTATION WASHINGTON COUNTY SPECIAL OVERSIZE ^WASHINGTON COUNTY . kid
}-.--. DEPr;RTMENT OF LAND USE
UATC CIVIL E ENE/ply DRAWN APWA 010. WASIL COUNTY NO. I ,ATQ i� IVILCN':NCER DnAwN APWA 010. WA9l COUNTY H0. Y MANHOLE '-r i^ %�DEPARTMENi' OF LAND USE MANHOLE FRAME Ht COVER ,, ,
/�7 AND TRANSPOR ATION AND TRANSPORTATION
i/• r_LScs85 I-n (MoD.) D {00 ` ;: ',Z-�r�.111•.--r ./. —C� Aia_4r`: I—C (MOD.1 D-102 -- - r--
• `I 1��- =-==-"� - 1�•„-,, 1 - - DATE CIVIL ENGINEER I DRAWN- APWA NO. WASH COUNTY NO. DATE CIVIL ENGINEER DRAWN APWA NO. i WAIL COUNTY NO. /
,1 '.12_:_:Z• r;e:-1/41—...— 1 A.A.a 4NONE D- III .!lzb� _�•—� �az� NONE D- 112 tt�
v!
Q) Q
-- W. NOTES'
i
A
I 3/4” PREFORMED JOINT FILLER MATERIAL TO if USED AS SPECIFIED BY Q
}---LW. /I (---I Vs"TYP. I ENGINEER ONLY IN CONC PAVEMENT OR GUTTER, AND 10 EXTEND IHROJGH
TNICKNI SS OF CONCRETE. .:
2. CONST CATCH BASIN PER DETAIL. BUT WITH INMENSKIN 'W• TO ACCOMMOOATE LARGEST
;i , ` II I ('--+�- - PTPF DIA SPECIFIED
IWl '� '•' •, —�'— 3
IN DAYS SMALL ATTAIN A MtlIR1UM VOAMIIE S3NC STRENGTH OF 300(1 PS.I
- �• 4 IF APPROVED RY ENGINEER, WALLS MAY BE P0(1.10 AGAINST LIENSTUR/[D EARTH,
4'
.=.4
' -- EXCEPT FOR THE TVP II , WHICH SHALL SE TONNE°.
,,`Y( -' 13/4• C iV C.TYP - S. BACKFILL SHALL PE COMPACTED TO S5% DENSITY TH11)UGM10UT
7Y - B OVERSIZE CATCH BASINS • fT"P^, APE REQUIRED FOR OC.PTH GREATER THAN
2 1112 X 3114• _ 4 FEET. INSTALL 2 FT FROM TOP TO WITHIN I FT. OF BOTTOM.
• *.•••"---S0 LOBE FLAT BAR TSP.
2'-B• - --.
..._,_,...
3 i AS
r .;
I SPECIFIED RY ENGINEER
� I 2 p� SLOPE OF PAVEMENT� ''\, SEE ca AwlNG WI Cs��104
7 V--.4 I.- IT
1._
• _�,I/z
_ 61'
BOTH mos 3'ii
L__=___.
, \`Ix le SECTION A-A ii BOTTOM OF FOR aJRn PLACEMENT SEE DWG
22 All. OARS SO EDGE FLAT MR US EA f __ .� �- NC CS-304 • DWG. NO D-104
, g t A•MIN� O
A — — - ____=\}
t7,, < ; e---------N
\/ THIS "I'S OIAME TER Dt1ERMINEt
F PLA N o ''P 27•MAX \� 'W•-SEF. TAIL E HELEN/
I SEE DAM.'NC NU. 0-100 FOR
'a ^ PLAN B 5,'.11001 A-A,
II
T Y P E 1 W. l.W Irlin
�l �-^ - T '_ --
STANDARD 1'- I%2 1 -O•^ I _ I f P E ° W V DIA PIP[
• I OVERSIZE I.- IV II-0' I
STANDARD I'-I-i�.' .p" 12•
6'i -W--a-6' (OVERSIZE 2.-3%' IS"-27•-
, . t
FOR SKATE TYPE WI DWIi NO. D-pl
* I "STANDARD.
t STATES. SECTION 8-B 'REQuincs TWO GRATES SEE •
4F •STANOARO• AND TIONS IT[• ARE WASNINOTON ______
. COUNTY DESIGNATIONS, DRAWING NO D-102
e"STANDARD'• "OVER317E' AKE
NRSHINGT(1N CO DEIIGNATIONP may.•°� Cc-3
WASHINGTON COUNTY i _ _ _ „_ ��
MSAND DEPARTMENT or LAND USE GRATE � WASHINGTON uOUNTY
O AND TRANSPORTATION
PERMIT NO• BUP 900120 ,_ _ —____NO `�` OEPARTMCNT OF LAND USE CATCH BASIN 4,1°Z6-,00,4
��, DATE CIVIL ENON.'•.ER DRAWN APWA N0 1 •NAI COUNTY NQ � DA EA ND TRANSPOHTATION
I D I'-D (MOD) D'Ryr ,
11 OF 11 'f''l°Y ,r�r-Y./,. �� vL.� s D- 103
DATE CIVIL.ENGINEER reURAWN APWA NO WASH COUNTY NO
*‘S .
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DRAWING IS LESS CLEAR THAN
THIS NOTICE, IT IS DUE TO
THF QUALITY OF TI-IE ClIGINAL _ • 2
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