12388 SW SCHOLLS FERRY ROAD s�
s
t{
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I �EC��ND ,, ve L= moo S Y I� I Ll � ! Mpg _ 6ENERAL NOTES
�. A. m ANIT CT+ J CO - - ---- --- -- - '-
� r � J�,2 SPUH 4i
n NEW TYPE 'G' CURB. f MATCH EXISTIN& T.G. REMOVE EXI TIN& TREE. x_ aD _ coN_ Esroce w
r� s ��1HATC It o , 3 L +W \ �
sN M 24 f?�O n C 0.---] \ s I BASES A}1CHOR EIOLTS.CONDUIT, AND WIRINb FOR ALL RELOCATED SIF.KS Jj
< I I! \ i AND LOT LIbHTS TO DC PROVIpEG BY TFre GENERAL G(�NTRAGTC,R
(-j 60 THICK 4000 PSI CONCRETE KTlH 5/4' FIBER. I kyr VERTICAL HEIGHT DE7EGTOR REMOVE E .i5TIN6 ROCK WALL ����sL I c `- r - -
4'`�CHERUN LN
MESH OVER 4' OF I'-0 C,OMPAG•TED GRI15FgD ROCK. O O AS REWIRED. REUSE ROCKS �N HAYSTACK-DRIN gEN� p �I 2 FIN15N YI*yK AND COZ13 ELE`IATIOf� SHALL 8E b' ABOVE FINISH
-
_P0_4_"
e GAU.OMAY CT
AS 5FK>YN FOR LANDSCAPE CONN a �_. �' PAVEItNT
SNONSHOEF�� 'P --_'
RFI4GATE EX151I145 MENU BOARD AND G.O.D. TO O PROTECT AT ALL TIMES CJURIPI& iKA1.L. N
arl�" ►Afu
' t _ PEW LOCATION. COORDINATE WITH 0"4ER'S GONST'RIJGTION. /WY DAMA&E COTTON
LN
tLIJf p� �l C1EU�� TWY. =� f �._ I
REPRE5ENTATIVE SHALL BE REPAIRE>J AT NEW A.G. PAVEMENT TO MATCH C�- � �� ��""'- `w �v#00 / g TOP OF ALL L�Ntx�GKPf AREAS ��HALL BE ROIySf� bRADED ro e' eELon
i ((( o��Pi- fAHpAN 1-' TERRY p'�� .? ALL AALK5 AND CURBS FINISH bRADINb LAfVD�.GAPIfJ6.
CONTRACTORS cXPt-NSE. EXISTING ED&>E OF PAVEMENT. I I-S Ivo l � ll� -- 1 �(�� (��� /� ME7 SPRINKLER SYSTEI.15 ARE BY Tr+E OV4 ER/OPERATOR
1 RELOCATE PRE'VI =/^! BOARD TO NEY4 LOCATION. ours KI(J`4oy�oRs%J ���� t' I SCHouSr00
CGv't71NATE WITH *?"CR'5 REPRE5EKTATIVE. O O - _ �- a II c `b o� �c
K REMOVE EXIS'TINv C.1JF28. (� 5/W'IGUT r�� cH1 sp < �__-I `�' < <f• . •� EXISTINb LOT LiC4+TING TO RFrIAIN UNLESS OTr�Rl^115E NOTED
�I �ICONTRACTOR TO PROTECT ALL E-15TIN& LIGHTING AND CONDUIT
( t )RELOCATE EXISTING PRi-VIEW BOARD TO
I v NEW LOCATION. ti --
® LANDSCAPE AREA. °►C" Cls�A� D A 9PRINCI10 DURINb GO►iSTR1AGTION z
Cr? MOOD►!'
L NEA DETECTOR LOOP I I t CT 04B G CHhLK�COTT NN 5 bFNERAI CONTRACTOR "- ALL PROTECT ALL Ex15TIN6 UTILITIES, _O
y ,- IEAq B '''L,s,1, �oo � � C.=- � uNLtes or►�eRruSr_ NOTED.
NEW GONGRET;r PAVEMENT TO MATCH !M Z�as a 0. YAM MITA L_- b CONTRACTOR SHALL COORDINATE WITH AL UII TTY MPAN
NEW CUSTOMER ORDER DISPLAY. (C.O.DJ S sT i NAN2ANITAST 4 p[
iE
OMMATCH EXIST. E:/1°. DOWEL 4 INTO EXISTING O EltV OF EXISTING CONCRETE PAVEMENT. c ��- � ` I L L CG E5
CONCRETE SLAB WITH *4 REBAR DRIVEN sur,',\� J _ CSP �G_ V�,r rl �o )l S-�v � �IWO 11 J AS REWIRED TO COMPLETE THE WORK Ci
w
(� RELOCATE "''(ISTIN6 HEI&MT :?ETEGTOR TO INTO 1/1 DIA. HOLES • b O.G. 16• - � NORTH DAKOTA ST
NEW L-OCA 4 AS REWIRED. 49� &C I Sunr,er ICTE NILLVIENCT -- T CONTRACTOR SHALT. PROTELT ALL ExISTINu TREES.I-ANLES5
R BURI�IEICH DR.
Loke r-_ �� OTIfRY/1SE NOTED.
f
\ SUMMER ST
a f ---- _� 9 p -1
ewree WQ
PAU J � a
,.,,- n tea.,--:•-�<�..ow,(.
PAVING 5PEGIFICATION
VICINITY NI T/ M,A P --- ---- ----
'
NORTH
- � - (MINIf.�JM 4' TOTAL. COMPAGTE(� ASPHALT THICKNESS) Q
ALL NEW PAVING SHALL CON515T OF 4 INCHES OF ASPHALT
CONCRETE' OVER 6 INCHES OF AbbRE6ATE BA,•E
13 i'.57 - 101 ASPHALT CONCRETE SHOULD 5E STANDARD DVTY Mix AND CONFORM -
�C I TO ODD T.STANDARD SPECIFICATIONS FOR HI6+W AT' CONSTRUCTION
THE A&6RE6ATE SA5E SHOULD BE 5/4'-0 MATERAL -
i
A % NOTE
HY.DONALD! RESERVES T/K,'R16HT TO RE0.EST A GOf•+PACT1pH
/ 2.37. 7 TEST AJ'p/OR A GORE SAHIFLE IF TESTS PROVE GORREC T,PER AOO•Vf
/ FCAC V2r.IFIC.ATION•TRST1 PULL fit AT T►!EXPENSE OF McDOHALD'S. �
OTHV"Se.•C WILL W GffAR6ED
38. 1$•
'23 C ONC
23_ .27
' FCA 7 tRg4NS 382 R
237.60 237 26 238. 23 ONC Y MC
BC 2 Y CU�r-/, FCAC
/
t
X J I N G WS7 54
/ / I / /�/ NORTH 5,w SCHOLLS (CRRT ROAD
lJ ! L L� T V 2.3 7. !3GMZ I" • ,O' _ -- - w i r
FCAC -
..................... co
IBUILC ROCK RETAINING 3i 4 �_-- r '( y
............ ...
'Rl O
WALL WITH EXISTING RUCKS LYNCH CB f if G�1��
A= 5!1610'
RIM 2.36. 93 137.61 L- 192.11 d fps U
AS SHOWN.
01236.95 WS 1 i C. 1920' U�gd PCR sect ,s '" G E p
,"
C, Xso
' I ci ✓ (FCAC
2 37 46 56 HC
RC-- X - --1- 7.; 7• 75 r 2 ys 30
EIEGIN CONCRETE BC i
a 7.36 89 2.37.29 237 ,37 5 U dei ° 0
Lt; f CAC RETAINING WALL l�lv---.-2JB-00 - -- -5w F r i I o A R r, f 1 a At ,T A I
I � ul
1 I 1RW DRAIN Z i 0v. � � � �
a z
GARBAGE �_ I Al o 1 0 o s - o s >' � � 0
• .'i(; :.I � � 37.'1:
CI�fJC y1, AREA 1-3748 tt�
!'I R J W
L `I 1 i ryo •, I LLI
RF 7A W WAENb'CONCRETLL d �j `Y I R $ PARCEL 1 $ 0
L i) (; i T F ` TRW I LL = 4F1N 55u,sr f127 Acrosl w... ---------- - < V
�� Q. o Jl
S7
37.6 � c9r 9(
UTILITY INFORMATION
O
I 137.0 /. 40 2 8( V I •y�;
CONC f -- 2
Z
23 .23 511E TYPE LOCATION
3'R 08 237. 7 K i ® _ 9 w
P 3f I i IL
IS / I L P� 23 ,�.. I� _
LP q
(,( � fl l'A!;( � - q A � m'��t'E?kr F' � � SANITARY SEVER 23 • F(' r .37.5 0 l ff „' , EXISTING _�... - _- --
�r(,,� -Z ,23 t 35 ;� N SIGN ° . 2 •S.0 38 ? 138 .38 IR P ASTER EXISTING , J
7 e /,; e FC - 238.23 WS vi I
7,37 8 9t ffV �f( q 2 8. 2YS STORM SEVER EXI5TIN6
WSJ I Ill?W r�,7" fDRF_M NU j- s'(
e I F A «ruunri &Fate , I <
N F; 2 5 / F 8.26 ;e of M :0.,1W 1 u•lf17/ ELECTRIC EXISTING
u e fi D oRi r �' ' - ---
a �r. CAC /
I•� �' 1(. '38.67 I( Z 9. 'SIG, 1 R 1 �� GA5 <
�I fJ 1� T i t / B i 239 1 ' I s„,1 01to I EXISTING ^-
7.3f 34 ( I F NCf p it 38 '0 '0 / FCAC Z
(]ARW -10 51TE PLAN
li l -- �� ��. 3 ` ! J8' 1 I `I __1 0 " I - --- ,111, Lj Jl
CU / 38.58 1
I pp
p t37. 14 CAC 3_ PREPARED BY, IL 4
2.37.
18
co ...,.,.. / I"" CONSUEIING ENCEN1EERS AND P(ANNERS O <
;� 3N.f F G M e I WESTECH ENGINEERING, INC. !L
YS ,C"� I RW C R c T248.7t 9.4 B51h' - - -
® �� I I 9641 FAIRVICW INDUSTRIAL DRIVE, SUITL 100
` 'J �• Il-1 ( f. I I 110..1, �•• F ' .OR 91302 I
t f, F .964
�- i SALPM
, ?P2 FRAC 1 :� i `f 4 .t V., eP I'� (505) 563-2414 (`503) 5&5.34166 far Q
2.36.&x% /j A� 238.64 _ 38. 5 `�' - _ -_
- 'Fe � - ` FCAC 239. --.- y-4- SURVEY INFORMATION
\ _ P6 239.02 239. 0 / } �- ------ --- 23-9. 3 i -! _._- ---- -- - --
35 'V23,7.66 �c AC ® 21REf 239- CONTRACTOR SHALL GRADE 239.09 � FCAC I c• •^Q ^" �'=-� � -- ---------
�� �? z►v 2YS - --- _ - _,�J::9 Cf0 NEW PAVEMENT TO DRAIN FCAC i_ PREPARED fSY, GRIFFIN LAND SURVEYING J
3$:94
r 52 t -� {?3A:32 = FCAC FCAC 1 ►-l:9 ® r"'
2'!.14 2.37.66 f CAC CURB N WITHOUT PONDING WATER TO I ,o
< THE EXISTING ON-SITE - -� if
_ -- -- - •� S lT 1270� W NORTH TO AR TA �T - J1 1
2YS ARW (1J ® � � (. •�-�"" -- _ t ' U f 80, 8 6 TIGARO, OR 97223
/ DRAINAGE SYSTEM. L- I ( - 1 a, i�u -- ��� _._I_i A 1
f.,... ,....,. F
r PHONE. (503)579-8503 1 w
738.29 ,,) 23 .61 '� �- •-�•• I �,
'.!h 33 / ARW ARW2.38 47 TE ---- --� - ---I �
RIS % CROSS I I LEGEND r4
+1 S 65 TRAFFIC I
/ N I - - - -5L�NIIARY�E!^ER- GAS _ v
SG I t
- 1-23%. _- X237 91 238. 741_ 239. 11 CURB 239.20 239.53 PARCEL ? LOT LIbH7
- r-
+ 239.�'-a�'�i�i, --�4��-_ t�d�--.-____ --� FCAC 2• ® •�� I '' � Z Z
H
$ICN -- 2.3� - --- - - -- - E dOL1--- - - - - -- _ - r-�-- �'` STORM SEVER
E,; S-TIN5 ELE/AT,ON
JWAEt{-.�?. 9, L WA _� ,'4( R
('Ac C(l q --+� 7.,59 2409&PL I �RON i ELECTRIC PROPOSED ELEVATION- T10- v
- - - - - - - - - _. .. - - - -� -- - - - . �Ac'6- - - - - - - - - - - - - CONCRET - - - - - - 2.37.��-+ 240. 14 IFP: P 24054 I - I _ ROD --- - -- - - -- - --�
PLAN SCALE: I" = 20'
QL-0 CK OVAL L 235 vAI F_ �MPL-- 240. 5 239. 11 _ I
AC 240, 13 -- X FNC +FNC --- - STREET ADDRESS
5' L 4NOSCAP 7' A S P H A L l FNC I 1
I
VuFfLR 191. 1 ,
5N 5GHOLL3 FERRY RD. F
OVERALL SITE FLAN
CITY STATE STATUS DATE BY
NOTE: CONTRACTOR SHALL CONDUCT THE I TIGARD OREGON
CONSTRUCTION IN A MANNER WHICH WILL MINIMIZE I PRELIMINARY �-�I-00 DIP
DISRUPTION TO THE EXISTING McDONALD'S AND
DRIVE-THRU• COORDINATE CONSTRUCTION WITH - COUNTY --- PLAN CHECKED
THE Mt;i10NALD'S STORE MANAGER PRIOR TO ANY I l�lASHINGTON
DISRUPTION TO DRIVE-THRU TRAFFIC. I AS-BUILT
RE61ONAL DWG, NO CORPORATE DWG. NO.
" I
PTI'-X X
LOCATION CODE: X
1142 . 138.0
12388 SW Scholls Fer
[IUP 2001-00014
LEGIBILITY C ITl �,
STRIP ,_ . 1�111111
Om��1 c^ I 2 3 4
6 7 8 9 IO I I 12 13 14 116 17 1�� 19 20 21 22 ` 23 24 25 28 27 28 2..9 30
al
I I 01 MON I • 1 OM
'� I u LW i�l . ►uI I11L1U1111u�1>1 I � �1,�l�.I�I�J�L�,1�11J 1 l�l�lei 1 X1. 1 Oz
..SMI.-. -.1,.-.. +..:aaeeta+K«..ir•=,«.•.......:.---.+- .,-*•...T,,.r,..'r..
i
I I
GENERAL NOTES:
1. Contractor shall procure, pay all costs for, and conform to all EXISTING UTIO TIES & FACILITIES: LL
12. The Contractor shall be responsible to ensure that all required or
construction pernllts required by the City of Tigard. Contractor shall necessary Inspections are completed by authorized Inspectors prior to 14. The location and descriptions of existing Utilities shown on tl7a drawln s � I
coordinate orrd pay all teen and costs associated with connecting to proceeding with subsequent work which covers or that Is dependent on the g 25. All fills shall be engineered except for fills less than 18-inches in
p are compiled from available records rind/or field surveys, The Engineer existing storm sewer fac!l�tles, Including services and inspections by work to be Inspected. Pollute to obtain necessar inspection(s) and y companies do not guarantee the accuracy or the cam lateness of depth which are located outside the public r!ght-of-way, bl.il�J'sn ods
the governing jurlsdictions. Costs shall Include as applicable but not approvol(s) shall result In the Contractor being fully responsible for or utllit p P g
i such records. Contractor shall field verify locations and sizes of all Perking Iota or other areas to be Improved. Engineerev fil':� shall be
be ilnrrlted to tees for connection, tapping, Inspection, testing, or other all problems erisirr from uninspected existing utilities prior to construction. constructed In 6' lifts over approved subgrade. Each lift rjhall be
similar tx related costs. 9 spected work, compacted to 95% of the maximum dr density r A �
r Y y pe ASHTO T-180 test rnetl-Iod
13. Unless otherwise specified, the following table outlines the minimum 15. The Contractor sholi locate and mark all existing property and street (Modified Proctor).
2. Contractor shall provide all bonds and Insurance required by public testing schedule for the project. This testing schedule is not complete, monuments prior to congtru•^tion Any monuments disturbed during
and/or private agencies having jurisdiction. Where required by public and does not relieve the Contractor of the responsibility of obtaining construction of the c^8. Crushed rock shall conform to the requirements of Section
all necessary Ins g project shall be replaced by a Registered Land 02630 (Bose
and/or private agencies 1r„ving �urrsdictlon, the Contractor shall submit y pectlona for all work performed, regardless of who Is Surveyor tat the Contractor's expense. Aggregate) OSHD Standard Specifications. Compact to 95X of the maxim rr
a suitable maintenance bond prior to final payment. responsible for payment. Cost for retesting shall be borne by the dr density u
Contractor, y y per AASHTO T-180 test method (Modified Procto•). Written
16. Contrhere shall field verify location orrd depth of all existing baserock compaction test results from an Independent testing laboratory
3 All materials and wwknlonshlp for lac';Ines In street right-of-way or �'- -- - utilities where new facllltlee cross. Contractor shall be responalble must be received by the Owner's authorized representative
easements shall eenferm is approving aT�sneles• eenstpuello� for exposing potential utllit conflicts for enough ahead of construction AC pavement. before placing
specifications wherein each has jurlsdictlon, Including but not limited party Nsspoholble far pllyMetlt Y 9 z
Required Testing and Frequency to make nedeesary Grad* rrlodlfledtlrns without dela the work, it o
to the City, County, Oregon Nealth Division (UFID) and the Oregon � grade modification is necessary, Contractor shall notify the Design 27. A,C. Pavement shall conform ,
Department of Environmental Quality (DEO). Contractor Others Engineer, and the Design engineer or the Owner's o fy the
shall to sec':lon 00745 (Asphalt Concrete Povernant)
(see note 1 OSHD Standard Speclflcctlons for stvnrord duty mix. A.C. Pavement shall �
obtain approval from the City prior to construction. All utility be compacted to a minimum of 91X of maximum density as determined by the
4. Unless otherwise approved by the City of Portland, construction of all Streets, Parking Lots, Fads. Fills, etc. crossings shall be potholed as necessary prior to excavating or boring to Rice standard method. Written AC Pavement
facilities stroll be done between 7:00 a.m. and 6:00 p.m., Monday through allow the Contractor to prevent g P t compaction test results from
w
Saturday. P grade or alignment conflicts. an Independent testing laboratory must be received by the Uwner s
Subgraue 1 Test/4000 S.F,/Elft (2 min) � See note 2 authorized representative before final payment.
_ _ & note 3 17. All facilities shall be maintained in-ploce by the Contractor unless
S. The Corrtroctar siloll perform all work necessary +o complete the project _ otherwise shown or directed. Con',ractor shall take all precuutions 28. Unless otherwise shown on the drawings, straight
In accordance with the approved construction drawings Including such necessary to support, maintain, o'.- otherwise protect existing utilities between all finish rade el g ' grades shall be run
Incidentals as may be necessary to meet applicable agency requirements 8aaernck 1 Test/4000 S.F,/Llft (2 min) See note 2 and other facilities at all times during construction. 9 elevations and/or finish contour lines rhown.
I and provide a completed project. & note 3 9 Contractor to
_ leave existing facilities In an equal or better-than-original condition 29. Finish pavement grcdes at transition to existin
Asphalt 1 Test/6000 S.F./l.lft (2 min) f See note 2 and to the satisfaction of the City and Owner's Representative, existing d O ' 9 Pavement shall match Q
6. Contractor to notify City and all utility companies a minimum of 48 _ g pavement grades or be feathered past joints with existing
1,
business hours (2 business days) prior to sto-t of construction, and - 18. Utilities or Interfering o-tlons of pavement as required to provide a smooth, free draining surface.
Concrete 9 P utilities that are ��bandoned in g >
1 comply with all other requirements of ORS 75?.541 to 757,571. P!oce shall be removed by the Contractor to the extent necessary to 30. All existing mL u
- Y 9 cleanouts, catch basins, monument bixes, gas
'fccompllsh the work, The Contractor shall plug the remaining exposed valves, water valve: ..,,� Rlmflar structures ehall be adjusted to match
7. Any inspection by the City or other agencies st, 111 not, in any way, Slump. Air & Cylinders for all PCC povernents. Unless / ends of abandoned utilities. flnlah rade of the
relieve the Contractor from an obligation to otherwise specified, one set of cylinders ./ See note 4 9 pavement, sidewalk, land:rcaped area or mealon strip
Y 9 perforn� the work In strict rds of concrete per 100 cubic wherein they lie. Verify that all valve boxes c;nd risers are clean and
compliance with the contract documents, applicable codes, and agency Ya poured per day. Slump & air tests 19. Contractor shall remove all existing signs mailboxes, fences centered over the opefy tna nut.
requirements, required on some load as cylinders. landscaping, etc., as required to avoid damage during construction and
replace them to existing or better condition, ' s
31. Unless otherwise shcwn on the drawings, no cut or fill slopes shall be v W <�
+ Contractor stroll erect and maintain barricades, warning signs, traffic constructed steeper than 2H:1V, `r z �
r cones per City requirements In accordance with the MUTCU (Including - 20. The Contractor shall be responsible for managing constrJctici activities a-
Oregon amendments). All traffic control rrrev;+ures shalt be approved and Note 1: Others' refers to Owner's authorized Representative or Approving Agency as applicable to ensure that public streets and right-of--ways are kept clean of mud, 32. All planter areas shall be backfilled i
In place prior to any construction activity. Contractor responsible for scheduling testing. All testing must be completed prior to dust or debris. Dust abatement shall be maintained by adequate wateringthick. Stripping materialsw th approved r backfill.mir�!mum 8
performing subsequent work. of the site by the Contractor. PP 9 shell not be used for planter backfill,
c Contractor shall all time.
lrf one complete set of approved drawings on the Note 2. Testing must be performed by an approved independent testing laboratory. 21. Unless otherwise noted, all rivets
33. Contractor shall seed and mulch all exposed slopes and r;isiurbed areas,
construction elite of all tunes whereon tie will record all approved P grriding, rocking and paving to which are not scheduled to be landscaped.
a deviations In construction from the approved drawings, as well as the Note 3: In addition to In-place density testing, the subgrade and basero:k shall be Conform to OSHD Standard Specif: tions 1991 edition.
0
station locatlarfs and depths of all existing utilities encountered. proof-rolled with a loaded 10 yard dump truck provided by the Car;•actor, 3d. Unless otherwise shown or Indicated on tht, drawings,
j1 These field record drawings shall be kept up tc date at all times and Bvserock proofroll shall take place Immrdlotely prior to (within 24 hours af) orushleroots,de9cub within work limits all surface vegetation, roes, g 6-Inches nominal
! g t stumps curb exposure used for design of all parking lot grades. z W
shall be avednble for inspection by the City or Owner's Representative Du not damage or remove trees except as approved by ..z o ,�
l paving, and aholl be witnessed by the Owners authorized Representatim or the Owner's Representative or as shown on the drowl;lg4,
upon request. Failure to conform to this requirement may result in delay approving agency. location and pattern of proofroll to be as directed by the roots two Inches In diameter or larger. Protect all 35. Where trench excaw�tlon requires remavot of PCC curbs and or sidewalks .
/ Za E
In payment and/or final acceptance of the project. Owner's authorized Representative or approving agency, g the curbs and/or sidewalks shall be sawcut and removed at a tooled in o O°
unless otherwise, authorized b the Owner? R r t a Q 0
� 10. Upon completion of construction of all new facilities, Contractor shall 23. Strip work limits, removing s '
Note 4: To be witnessed by the Owner's Reprsaentative or' approving agarics. The Contractor into a stable mass. All trees, brlush9aand debrler, which cannot be compacted lines shown on the; draw'►rgs are schematic and not Intended to show ut war 0. 0
submit a clean set of field record drawings containing all as-built shall perform pre-tests prior to scheduling wltnesaed waterline or sanitary clearin stripping or r s vssoc!ated with the z�, v
Information to the Owner. All Information shown on the Contractor's 9 PP 9 grading shall be removed and dlsposev of off-site. exact alignment of such cuts. U` °
field record drawings shall be subject to verification. If slgnlficani sewer pressure tests, or plpallne mandrel tests.
errors or deviations are noted, an os-built survey prepared and stamped 24. Except as otherwise allowed by the drawing details or notes, Immediately 36. All pipes shall be bedded with minimum 6-inches of 3/4' minus crushed
l by a registered professional Lard Surve - following stripping and y rock bedding and backfilled with compacted 3/4" minus crushed rock In the
yon shall be completed at the 9 PP 9 grading operations, compact subgrade to 95X of �,
Contractor's expense. the maximum dry density per AASHTO T-180 test method (i,lodlfied Proctor), Pipe zone (crushed rock shall extend a minimum of 12-Inches over the tom
Subgrade must be Inspected and n ) of the pipe In all cases). Crushed rock trench backfill shall be used P I ' w L o
11. Elevation;, shown on the drawings are based from City of Portland approved by the Owners authorized
representative before placing embankments, engineered fills or fine under all improved areas, Including sidewalks. w N
Benchmark 3317, Elevation 35.18, consisting of a brass disk located In grading for base rock.
' e
he curb return v! the northeast corner of 26th Avenue and Yeon Avenue. 37. All piped utilities abandoned In place shall have all openings closed ° o
Multnomah County plot records.
Boundary and easements shown are from Partition P►vt No. 1990-25, with concrete plugs with o minimum length equal to 2 times tris diameter : � °
of the abandoned plea. E
4
4 V W
38. No trenches in sidewalks, roads, or driveways shall be left in an open
a
=*M condition overnight. All such trenches shall be closed before the end of m
each workcioy and normal traffic and pedestrian flows restored.
39. Contractor shall coordinate olth utllit/ companies and McDonuid's Protect z
Manager for relocation of existin,j signs, parking lot lights and menu o
_ boards as required. Contractor shall provldr all necessary excavation,
backfill, conduit, wiring, gases, and oppurtenunces nece:,sory for
relocatiL n of direztlonal signs, site lighting, r,nenu boards, etc. CD
IJ 6 n'
_ •'� , 6" 4000 PSI rc�
PORTLAND CEMENT 40, Contractor shall notify and coordinate wit'- franchise utilities for r �,
t'" -- 1/�' R ", removal or relocation of ower oleo, vaults,
4" OF 1"-0 CONCRETE (PCC) WITH P P pe,lestols, manholes,
GRANULAR BASEROCK `• ' " ` " junction boxes, etc. Contractor shall pay all coons for removal or ct �
�' '`--- --- (COMPACT TO 95X McDON ADS PECS.R relocation f � i
1
•' o existing utilities as required to accomplish the work, Z � cn
MAX, DRY DENSITY �
rn PER AASH TO T-•1811)
•• � � SUBGRADE, � p In
•'
SEE NOTES BEI OW O n
..• r
•
61 CONCRElk
1 co
t` is
DRIVE
• O 0� r LONGITUDINAL.
S O
` '^ .a ' , •r �,-l``_ JOINT (TYP) 1/8^ R - � p
tl
O
• � ROUGH BROOM •' � •" � �
�4` CR ROCK ' . � - 1/2" R � ;
IZI
. . • ' t- "' _ -
FINISH
(5) M4 CONT, ' ' •• TRANSVERSE Q
• JOINT (TYP) PAVEMENT U)
C. i--- #4 VERT 0 24" , • • �' ' ..' `O.C.
mFIN GRADE o PAV MENT SECT�N 15
I 1 1f' NTS llNOTES: Q
I. PCC CONSTRUCTION SHALL CONFORM .10 PORTLAND CEMENT ASSOCIATION (PCA) ` ��^""`'''' ''- 3" MIN. THICKNESS,
o = •, � ' SPECIFICATIONS. y" r
COMPACTED GRANULAR
BASEROCK LU
0 2: MAXIMUM LONGITUDIANL JOINT SPACING IS 15 FEET,
- - 3. TRANSVERSE JOINTS REQUIRED Al ALL CURB JOINTS OR A MAXIM 9U
SECDON
.. �.i•O•�•• p:�•o'w'o n•• :e; UM OF 1 5 FELT.
'`°'�•°•'. ":�'' '' 4 DEPTH OF JOINTS SHALL BE MINIMUM OF 1/3 TO MAXIM
UM 1/2 THE PAVEMENTTHICKNESS. 5C;.At_E
_ 15" \3" CR. ROCK r
5. ALL DESIGN SUBGRADES SHALL BE COMPACTED AND PROOF-ROLLED PRIOR TO HORIZ.
PLACEMENT OF BASEROCK COMPACTION TESTING OF SUBGRADE MAY BE WAIVED VERT
CTI N AS OUTLINED UNDER NOTE 7.
' S
I6. IF SUBGRADE FAILS THE PROOF-ROLL, SUBGRADE Shall_ BE OVEREXCAVATED TO DE516NEp BY: JW
DRAWN BY: DIF
UNDISTURBED SOIL AND BACKFILLED WITH BASEROCK OVER MINIMUM 8.0-07.
t NONWOVEN FABRIC AS REQUIRED TO ALLOW COMPACTION OF UPPER (DESIGN)
BASEROCK SECTION AND TO MAINTAIN STRUCTURAL INTFGRITY OF NATIVE, SUBGRADE
CHECKED BY ,gyp
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DEC 2000 174,- 1380 EQUIPMENT ALLOWED ON SUBGRADE FOLLOWING L�"'r"`/0N oArc "' 1• CUNTRAC TION JOINTS SHALL BE PLACED AT
I OV'EREXCAVATION• DEC 2000 1742.138.0 15' INTERVALS.
d DE,, 2000 1742.138.0
OiiLu'"N / �, FrAHVCi 2. ALL CONCRETE SHALL HE 4000 PSI ® 2e DAYS. NOTES A
WALL cum 7. IF SUBGRADE PASSES PRUUF-ROLr BLIT CANNOT COH< F AND
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BE COMPACETED 10 95z OPTIMUM DENSITY PER PAVEMENT 8C-CTION AILS
19, 1
` N ■ 8 !A ASSHTO T-180, MINIMUM 4 5-OZ NON WOVEN TYPE 'C' cum
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J. BOUNDARY AND EASEMENTS SHOWIV ARE PER PARTITION PLAT NO. 1993-057,
I WASHINGTON COUNTY PLAT RECORDS.
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34, T.1S., R.1W,, W.M., CITY 01 TIGARD, WASHINGTON COUNTY, OREGON.
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GRIFFIN LAND SURVEMG
OREGON
12700 SW NORTH DAKOTA ST.JULY 2d, 195 21B SUITE 180, PMB - 77GARD, OR, _q722,1??,t
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KENNETH D. CRIFFIN PHONE.- (50.1)579-e50J
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