SDR47-79 POOR QUALITY RECORD
PLEASE NOTE: The original paper record has been archived and
put on microfilm. The following document is a copy of the
microfilm record converted back to digital. If you have questions
please contact City of Tigard Records Department.
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, PROJECT r4 i E: B & DES TLOPMENT PILE-Rk�k'. .4,7, E Sm. 47-73' _ �C7 G •
150' E. of Greenburg on Shady LnTAX .M Lf"�',U:L 355 LOT 201 & 203
• �'_AY DEDICATION
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• • KNOW ALL MEN BY THESE PRESENTS, THAT
. B & B DEVELOPMENTS a partnership consisting of JOHN R
BAUNACH and DENNIS G. BAUNACH
bLreinafter called grantor(s), for the some of $ 1.00
constituting the actual consideration for this deed, do hereby give,
grant and dedicate to the Public ( );x xX Kea' M? 2g 4x4t
rtt3 Styxxagx x 411 Ex # , its successors for Greenway ,,
premises
purposes the following described read, x� in Washington County, . '
Oregon.
SEE ATTACHED EXEIB1 ' "Air
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To have and to hold the above described and dedicated rights
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-, unto, the Public x xAxx;xi :xe x 'rat. (strike inapplicable part)
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for the uses and purposes hereinabove stated. S,
The grantor(s) hereby covenants that he (they) are the owner(s) ,t
• .. in fee simple and have a good and legal right to grant his (their)
rights above described.
' IN SYlT1VESS WHEREOF the
grantor(s) has (have) hereunto set his
(their) hand(s) and seal this l day o•' Ai , 19„ O
ef,
(SEAL) 4.f`,
(SEAL) ,t ._ 4 - (SEAL)
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�, SEAL )
( ) SEAL t j
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ti STATE O1 OREGON )'
C
intcf washington )
On this 12t i day of June ,, 19_8° , personally
apPeared the
above named
Jo hi R'� 3atnacY
tW�r
and acktio:iiedged the foregoing instrument to be their voluntary act
., and deed,
, Before me: 1 y . •
Notary`,/,-'lid Si oregbn i ,
�`,, ° „\ , '
. "'-' `STATE OF OREGON,
ff
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.�, ss.
County of Washin , rn AAA- * * '
On this the.,.
• ..day of. June , 19 �p, personal/ appeared 1.2 th ... ....... �" pa
' cahn� R.:...8aunacla: �,
w...II'
being duly sworn (or affir..med), did say that ,..,he is the attorney in fact for
,_.,r. Penn.its G .Ha!-Y1 Ch
, ..,... , .... and
that.,,he executed the foregoing instrument by authority of and in behalf of said principal;and,..,he acltnowl- .
edged said'instz'urnent to,be the act and deed of said principal. '
,
Befote me:
• (O.`ficial Seal) 'l/.rr.., !.......4,(.. .„d ,,., ,.,,..... ,
(Si V nature)
�� ;, 1,J My Co fission Expires , ...7 7-31-82
'9 F.9529 Acknowledgment—^Attorney in Fact 1
5DGZ 49- ) 7 .
— PARTNER (S) ACKNOWVLEDG3"ENNNT
STATE OF CrstEuiaS
ss.
COUNTY OF Washington-__,_._
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On this 12th day of alute , 19_u_, before me ' ';
and Dennis G, Baunaoh '
°` , Baunatri / to me known, ant
personally rwrw�8 ._.Jo1zn R. ‘4.---- _
"
r stated that he is' �a partner in the firm of __ __ ,, ,
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■ to B & B Development, a partnership consisting of John R. t "
---,.__...Baunach aria 'ennis— IfiN iRRT \ +
, a paartnership, id r.okno•,= edged that he executed the f orego ng
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instrument as the free act and deed of said firm.
IN TES7'11\1ONY WFtEREOP, I RAVE .
hereunto set my hand and af--
fix d my official soil and day
( and year last above writtiln.
Notary Public for Oregon
my Commission expires 7-31-82
'' STATE OF OREGON)
Cottnty of. ..,,Slds'kl"i,xig` tn.
,' ' Oh this the, ..,.day of .......r' 19..4,80 Iiersorlalf.Y appeardd
i ?1•' �'Ltiil
h �'.13'8.V."a did say. that ....he fe4 the attorney in fact for. ..t
w• hoj lieirig duly worn (or a xri �, ..., w ., �...•
bean s- >w,.€aunadki ... :. „.. .., ..,arid
foregoing I tr merit by a�itf °:ty of and in behalf of said pririCrlpal, and .,.he ackhowl�
,\
ed ed
�, t▪hat.. fte ecet,iited'thato be the act and deed of said principal, � N�
� said irisfrua3itnt
T , '• Before aria:
i' Otfieiai Seal �'Ly ..{..;. .,% +.....
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". t$ignntitre,)
4?�, ,.„ Ny C6Mmi:sasibn+. .tx.p.red,t. .1-3i,'- 2....
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�. For Corporate Dedications EF# S O -t)? •
IN WITNESS WHEREOF the undersigned ed cor ora tto has caused'this •
• . Street Dedication to be executed by its duly auth'rized, undersigned
officers actingplirsuant'; to resolution of its B.axd of Directors.
(Corporation acknowledgment,
of corporate principals Name of Cor•oration
must be attached)
President '
By•
-_- Secretary
STATE OF OREGON )
.
County of
On this day of 19� _, personally
appeared the above named j
,•' and acknowledged the foregoing i strume •t to be their voluntary act
and deed.
'Before me
Notary Public •r Oregon
My Commission e `sixes:
4,; y.
ACCEEPTANC
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• Approved as to form this day of , Y
By -.411;r
City 'ttorney city of ):_ .rd
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Approved as to legal description this --- day oft. / , x9 '0'
By t r
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Approved this f �,,'. _ day of 199-t,
CITY OE TI GARD, OkEGCON PLANNING C101it ISSIO
By .
C lairtiia 1
The City above teamed hereby accepts the foregoing grants and
agrees to comply With each and every term and condition thereof,
ti r CITY IGARD
By
ayox 9
C ty Recorder ,� ��;h ►-'�a�,,�, , .
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On this day of ember , 19 80 , before me
appeared and Alari.'Mickelson
both to me personally known who, being duly sworn, did say that he ,
the, said is the Mayor, and he the said
���� ��c�ce1 s off Y � Loreeri
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...,, i ao 1 is the Recorde/q of the CITY OF TIGA, D, a municipal
., corporation, and the said Alan Mickelson and Loreera
so acknowledged the said instrument to be the
free act and deed of said municipal corporation. •
• IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed
my official seal, this the day and year in this my certificate first
t) 1()\ `' I//la JI,
Notary Pty
.ti �, :�t) ��� �K 1; �, blic fox- Oregon 'r
)� My commission exp es •
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parse. of land 1ocat:ed in the Northwest one-quarter of Sen, an 35, Township 1 South,
ange �1 West of the Willamette Meridian, City of s
. ��� ' k,- 4 a Y Tigard, Washington County, Oregon,
being that portion of a certain 2.41 acre parcel of Land lying below elevation 162,
A. more dr. less, on each side of the centerline of Ash Creek, said parcel being more
Particularly describ ed as follows: "P
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r Southeast corner of a tract of land recorded in Book 361; Page 583,BEGINNING at the Southeast
' Deed Records of Washington County, Oregon, said corner being South 88°10' West 643.8
feet and South 00°20' East 466.5 feet from the Southeast corner of Lot 5, "Ashbrook
Farm";
,. From said point of beginning; thence South 00°20' East along the most Easterly, East
line of said 2.41 acre parcel 29207 feet; thence South 63°44' West 17.2 feet; thence
South 56°09' West 49.7 feet; thence South 75°O8' West 67.5 feet; thence South 70015' '
(''' West 82.5 feet, more or less, to the West line of said 2.41 acre parcel; thence North
2 I°a line 50'47' East
�, 00°20' West along said West line, a distance of 284.0 feet; thence Sout~lz
' : 24'.. feet; thence North 64°11' East 41.3 feet; thence North 60.°30' East 50.8 feet;
thence North 35°17' East 42.8 feet; thence North 21'09' West 25.9 feet, more or less,
to the Southerly line of that parcel described in Book 361; Page 583; thence North .
: 88°10' East along said Southerly line a distance of 83.6 feet; more or less, to the ,
1 True Point of Beginning.
The aforedescrTbed parcel containing therein an area of 1.32 acres; more or less.
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RESERVED therefrom an easement 30 feet in width for ingress and egress purposes over
' and across the hereinbefore described parcel; said easement being more particularly.
" described as follows: '
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COMMENCING at the Southeast corner of a tract of land recorded in Book 361, Page 583,
Deed Records of Washington County; Oregon; said corner being South 88°10' West 643.8
feet and South 00°20' East 466.5 feet from the Southeast corner of Lot 5, "Ashbr,00ic
Farm"; from said point; thence South 00°20' East along the most Easterly East line of
, _ ' West
said 2.4.1 acre parcel 292.7 feet; thence South 63 44 Ties_ s;,•. feet; thence SQUtI�
. ' 56 09 West 49.7 feet; thence South 75°08' West 67.5 feet; then, South 70°15'. West
' . 25.19 feet to the true point of beginning of the hereinafter described access , .
easement; thence continuing South 70°15' West 31.81 feet to a point 24.00 feet from ,
(when measured at ri g ht angles) the
Westerly line ofr the hereinbefore mentioned d
2.41
acre parcel; the nce North 00°20' W es t parallel to aid 24.00 feet from when measured � .
.
at tight an I s said Westerly line 262.15 feet, more or less, to the 100 Year Flood 0
• Plain line thence along said line North 64°11' East 33.23 feet; thence South 00°20'
East 265.87 feet, more or less, to the 100 Year Flood Plain line and the true point of
., c begin,ningn
, ' C10,644
STATE OF OREGON
SS ,V
CUnty air Washington �1:,
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I, Roger 1'harnsse�n, i�irector of Records =• - ea:�4 •'
and Elections and E)t-officio i'leobrder of Corm ','".1 ,!; , ; ;_
veyances for said Bounty, do hereby certify that 4,ii,d 'A., v)!'
' the Within iris trlrmer•it of writing was received ' z" ,4;'k-,1.~y
and recorded in book of recofds of said colrnty, -;. 'r,i.;,f r *.
rG of R'f omsset� Director o
Rewords&Elections -. .�.1 _...
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WASHING1 t'COUNtY,OREGON p
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1242d S.W,MAIN P .BOX 23347 TIGARD,OREGON 97223 PH.699,4(71
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NIACKENZIE ENGINEER a INC. D n a n
0690 SW Bancroft t5L.
_
Pr;•?TLAND, OR 97201
bFebm 22 190 JOS No,
79382
A (503)224.9560 ATTENN11ON
Rya _
TO City of Tigard
B B B Offs ce Bldg.
Planning Department •
Attn : Aldie Howard
p GENTLEMEN:
— following items:
WE ARE SENDING YOU �� Attached LI Under separate cover via the fo
LI Shop drawings Prints 1:..1 Plans Cl Samples CJ Specifications •
0 Copy of letter LI Change order p •
COPIES DATE N0, DESCRIPTION
{ (2) sets
Landscape a Irrigation Plans
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THESE ARE TRANSMITTED as checked below,
� approval 0 Approved as submitted LI Resubmit copies pp
ies for approval
'Jxfor
F For your use 0 Approved as noted 0 Sobmit ,copies for distribution •
• ..- 0 As e. riuested C] Returned for correctlorte 0 Return corrected prints
°, review and comment El
0 FOR BIDS OUE 191 PRINTS RETURNED AFTER LOAN TO US
• REMARKS
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Deliver fi
n .
c0 .
SIGNEDt
John Aim nd/a
OI 4tl0 AvWI bIs froth I rajlnc,IOrolun,Msos.01450 if enclosures are not as;hot°d, klrtd� tjatlf�li§ et'ae7ca.
` . Weddi sooiate
PROFESSIONAL LAND SURVEYORS
1750 S.W. Skyline Blvd:Suite 10 Telephone
Portland, Oregon 97221'` 292-8083
B AND B DEVELOPMENT January 16, 1980 ''
Description of Property along Ash Creek below the Flood Plain
Contour (Elevation ti0 n 16
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A parcel of land located in the Northwest one-quarter of Section 35,
ToWnship 1 South, Range, 1 Wect of the Willamette Meridian, City of
Tigard, Washington County, Oregon, being that portion of a certain
2.41 acre parcel of 3kand lying below elevation 162, more or less,
on each side of the centerline of Ash :reeky said parcel being
more particularly described as follows
Beginning Southeast corner of a tract of laid recorded in Book .
nn�.n at he Sou
361, Page 5830 Deed Records of Washington County, Orgon, said
corner being South 88010 ' West 643.8 feet and South 00°20" East
feet from the Southeast corner of Lot 5, "Ashby
46G �$ , ook '?arm" ;
From said point of beginning, thence South 00°20' East along the
most easterly East line of said 2.41 acre parcel 289.4 feet, more
or less.
R a'44' West 17 1 feet, more or less;
Thence South '�63 �
Thence South ' y 56°09' 49.7 feet, more
° West 49 Q. '�f' , or less;
Thence South 750080 West 67.5 feet, more or less;
Thence South less,
said � � feet, West line of
70 l5 West 82.5 feet more oa. les.� to the
s aid 2.41 acre parch
Thence North 00°20 ' West along said West line a distance of 284.0 ,
feet, more or less.
Thence South 50047' East 24. 7 feet, more or less
Thence North 64°11° East 41,3 feet, more or less;
Thence North_60°30 ' East 50.8 feet, more or less' ;
Thence Forth 35°17' East 42.8 feet, more or ' less;
•. ,..,..e...... uan.,•w w v.....r.v i wu.., ,ww.,ua n, vu,n.._., , „a..e.ur,. ..._ , I.i, .,.0 ,.i, ,.,i.. , ., , , ., ,. •
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B and B Development
January 16, 1980
Page 2 l.. .
Thence North 23°52° West 22.9 feet, more or less, to the Soouther1y
line of that parcel described in Book 361, Page 583
• North 88°101 East along said Southerly distance of
Thence North line a d
83 a 6 feet , Beginning.
et �noxe or less to the True Point of
parcel containing therein area of 1„32 acres
The afore descr�,be�. axc
el contain�Yn �.hex°ezaa an acres,
morel or less.
PROFESSIONAL,
1.At\ID SURVEYOR,
9/4e,/6
,JLJLrl`r 12, 1,.40
JA M)3S 0. \VL,DDLU'
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STAFF REPORT/SITE DESIGN REVIEW '
City of Tigard
12420 'SW Main Street
December 21, 1979
DOCKET: Site Design Review SDR 47-79, B & B Development '
APPLICANT: B & B Development
SW 9221, ,�W Barbur Blvd,
Portland, OR 97219
SITE
LOCATION: Shady Lane approximately 160 feet east of Greenburg Rc.,ad (Wash.
Co. Tax Map 1S1 35B, Tax Lots 201 & 203)
SITE
1 DESIGNATION: C-3 "General Commercial" Zone
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PREVIOUS ,
ACTION: Reference CONDITIONAL USE CU 23-79
• SITE PLAN/DESIGN REVIEW COMMENTS:
Staff recommends approval subject to the following conditions:
pp dedicate p y 162' elevation o
1. Applicant to dedicate a].l Land within the flood plain below
r. • the City.
2. Full half-street improvements to local street standard shall be made to i
SW Shady Lane prior to issuance of Building Permits.
3. A drainage plan and site grading plan shall be approved by the Public Works 1 .
Director prior to issuance of Building Permits. 1.
r4. Shared driveway easement documents shall be provided prior to issuance of t
Y`
• � Building Perrnits. Doduments to be approved by public Works Director.
Landscaping shall be added on western boundary line. Handicapped parking ?`
stalls shall be
and in
building approach.
building shah. be added in sidewalk.
added. Ramps to b u
6. Irrigation plan, sign plan, lighting plan, shall. be submitted. Tax lots shall
be combined prior to issuance of Building Permits, i;
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7. No Occupancy Pe� ts shall be issued until all eondlt x ons placed apor
• this development by the City air Tigard have been satisfied and ins sections ,j'
verifying this have been carried act by the,appropriatre depa. tment,
8. Mc minor land partitions shall be trade in
partitions reference to this project
less formal application is made Y y ., �d Planning g p 1
unless ., to the City o� TZCtar �. n� De a,rt-�
me i a and the minor land ►arty loon is approved and recorded.
w No changes
plans 'or ecifid .tions vn"i..s�
9 "' e5 will be made to approved, p� °"p-^ a � e � formal y
application is made to the appropriate C±ty department and changes are
approved by that depa. tmen4. App1idaticn. 'for changes will be made in
writing and shall include applicable dxawirigs.
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REVIEW STAFF REPORT/SITE DESIGN
city of Tigard
December 1 2 19 79
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Page 2
10. Grading plans on all public right,--of-ways shall be submitted and approved
the Public Works Director prior to cammence.ment ofl work,
by P p
ll. Public water ser-,vice I axd sa ita
r y
service shall� installed be t
o this
s
site prior to the asaua nce o f a:Buil..3.ng Permit. I I I
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12. All exa.sti:iig or proposed utilities shall be 'plac:ed tnde.ground. Street
lighting installations shall be ,approved by the Pu1i.c Works Director,
13. ,to Eiax.I.di.n, ?permit steal ` be issued ufztii. the expiration of t'he twenty day I
appe .l period from the date of approval.
4,, I aovemeriis I'may be bonded prior to issuance of Building Permits
Prepared, and approved by ' . :ie .toward, Planning Director";
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This acknowledgement must be signed and returned to the City of Tigard,
I L�.�i cL'L'13 CLg D?l?a rt�ti°T E . Failure to return this ac c oe.� `c. e.-
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• ;ter no, fur i:er action on t zi s project with regards to ,issuance of Build szg
Pe l mits or engineer ,ng app z:oval.
swWr.w+
• c•1 ,...3t. 'rE Date
�W �
Sp eca al Note: Action of Lae Planning Director is final unless notification of
appeal to the Planning Commission is filed with the City `Recorder within
p . g
e e Pla g City twenty
lee Sign Review Action.
days of the Site-
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DESIGN REVIEW ',APPLICATION "
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CITY OF TIGARD PLANNING DEPARTMENT File # :
12420 'S.W Main Street
Fee Recd d p
Tigard, Oregon 97223 I ,
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639+x4.171 Receipt 4 r/' � a.. .
Date Rec d "' 1 z `
By ',„_. f '
PLEASE PTi_ .2 OR TYPE IN INK
Office Building for B & B Development PR,C?JECT TITLE:
d PROJECT ADDRESS:
On Shady y Sane aPProx. 160 ft. East of Greenburg Ro ad
W
TAX MAP # ashingtcit. County 1S1 35B TAX LGT(5)' 201 & 203 1
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CIRCLE AS APPLICABLE:
i
i B & B Development
OWNER/DEVELOPER S NAME:
Q. .ADDRESS."9221 8.4. l3arbur Blvd., Portland, Oregon 97219 � �r,''� �
(STREET) (CITY.) (STATE)
2q7-3534 ! '
PHONE (BUS.,) : $4. ' SIGNATURE: - ,,�a' "-'
REPRESENTATIVE'S NAME: Mackenzie/Saito & Associates, P.0
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' ' ADDRESS: 2850 N.W. 31st Avenue, Portland Oregon 97210
(SIR P,,,. (CITY) (STATe) (ZIP)
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. PHONE (B • 22 "9560 v ,'•
Attend. John x'xynsnd -".
I -ession11 Office
PROPOSED USS f
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P,
a., D ;SCRIPTIOF OF PROPERTY
PROPOSED U88 $BUILDINGS 4UNITS b "s. r
I` Professional Office 1 12 976 '
SITE •fir.., 2. `, ,, O s PT. OP BUILDINGS: Coverage 61 t
�" �J"f.I.RJ C7ICJfiJi Gij`Y Saxes TOTAL t7�:.0 � �� (j �� Sq. �4:�-
Sr , ?T. of PAVING. 16270 sq° f't« SQ. FT. 0? LANDSCAPING! 7383 sq. ;fit,
Octobers .';1979
A.�Ii'IGxPA`�SC? DEVELOPMENT DAIS ••;.--•--,. __._.....
NTICIpk1TL,. DDVELbPNr.� P�nASES: None
VALfiATI ON $450s00()
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LAND Cr, F; AND T RIGt4T: C'it' �'�"I:'1 C�1F' CJ�T7C,N a
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IL„ & 3' Development
9221 Blvd #r 30ta
Oregon 9721
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107 NW ir . .
verity with. Ownel7
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INSTRUCTIONS TO BIDDERS
' You are invitod to submit bids on the basis of a General Contr.tct for 011 of t\.\e: labor
' and re(;ui.recl to complete the work as outlined in installing an automatic
irrigation system, removing debris, i a, furnsha ng and o1acing topsoil, furnishi
��„ ng
and 4)1acing soil mix, soil preparation, finish grading, plant mE te.ri'l1, mulching, stale-
inf , and planting, end_ maintenance and guarantee for the B. r,r B Devi•:,+loprr:ent Co.,
Tigard, Oregon
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Copies of the nians and specifications•may be obtained at the office of Daryl B. '
• ' • Nay, Landscape Architect, 107 N. W. Fifth Avenue, Portland, Oregon, upon payment
of lteu .00. Any unsuccessful bidder, upon returning the set promptly and in good
• condition, will be refunded his payment. Any non-bidder returning the set will be
• refunded $5 MOUE
Sealed bids will be received by the Owners. Verity time and place with Owner
Thu Landscape Architect reserves the right to select or reject bidders on this
contract.
Bid.s should be submitted on the Form of 'proposal included in the specifications.
Plans must accompany bids.
Each bid must be accompanied wih a bidder's bond naming the owner as the obligee ; a
and to be in a specific amount of not less than ten percent (10%) of the total
amount of the bid
' Each bidder shall submit;' a complete list of sub-contractors on the proposal included '•
to be employed on this project as an integral part of his proposal. Any sub-contractor
, deemed unacceptable shall cause rejection of the proposal. However, any bidder may.
p • ' have the privilege of substituting an acceptable sub-contractor for a rejected sub - ff
contractor provided he does so within five (5) days of notification of rejection H
and does not change the amount of his proposal.
The bidder to whom the contract may be awarded shall, within five days ( ) after
receipt of notice of award, execute a formal contract with the owner, and shall
furnish a performance bond, with good and sufficient surety, in the amount equal to •
the full contract price, for the faithful performance of said contract, and all .
m provisions thereof; provided that no contract will be deemed to exist between. the
owner until after execution and delivery of the written contract signed by the'Owner
The bidder who has the contract awarded to him, and who fails promptly and properly
' to execute said contract and surety bond, shall forfeit the bidder's bond to the owner , •
as liquidated damages. ,.
p and surety bond by the successful bid'der, the
tipon the execution of said contract
bidders bond shall be returned to h±mb The bidder's bond rofY the unsuccessful
bxdd�rs �i � e� bond, of" th _.
q
bidders 'l returned to them after the contract and surety the success
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fui big f4er are edulyuexecuted.
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I Ulhe owner reserves the right to reject an:• or all bids to '
not bound to accept the lowest bid_� y ' �� waive formalities and is
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THE GENERAL CONDITIONS OF THE CONTRACT
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The Contract Documents consist of the Agreement, the General Conditions of the Con-
tract, the Drawings and Specifications These form the Contract.
1. INTENT: Mention herein or indication on the drawings of articles, materials,
operations, or mechods, requires that the contractor provide each article or item
mentioned or indicated, of quality or subject to qualifications noted; perform ac-
' cording to conditions stated, each operation as prescribed and provide therefor all
necessary labor, equipment and incidentals.
Before submitting proposals for this work each Bidder will be held to have examined
the premises and satisfied himself as to the existing conditions under which he will
be obliged d' to operate in. performing this work, or that will in any mariner affect the 1
work under this contract. No allowances shall be made subsequently in this connection
of behalf of the contractor for any error or negligence on his part.
i The contractor shall carefully study and compare all documents, and shall. notify the'
. s p Architect any work materials completion e work
notrlmentioned. indicatednor described. uxonsreceiptaof the d�ocument.s. Such notifi-
v or 1 upon p
cations shell be at least three (3) days prior to the e bid opening. No allowance'
shall be made subsequently in this connection in behalf of the contractor'for any
' error or negligence on his part.
Each sub-contractor will be required to be bound by all general provisions of this
contract and will. be` consideried to have read them..
r 1 Sh Lane
2 LOCATION OF S ITE: The location of the site for this work k is, S41 ad Y
Portland Oregon
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36 GENERAL DESCRIPTION OF WORK: The work consists of all the labor and materials
used in installing an automatic , irrigation system, furnishing and placing topsoil,
' supplying and piacin9 soil mix, finish grading, preparing soil for planting beds,
plyin r placing, planting, staking, and mulching plant material, maintenance and
guarantee as specified, all in strict accordance wr`i th the drawings• and. specifications.
All work and services reasonably incidental to a completed installation in actor-
• dance with the best standard methods, whether specifically mentioned or required,
shall be included.
4 PERMITS: The contractor shall comply with all laws, ordinances, rules and reg.-
ulations bearing on the conduct of the work as drawn and specified, and shall obtain
and pay for all permits required.
5 SPECIFIED MATERIALS: Subject to approval by the Landscape Architect, materials .
• and products of quality equal to those s p ecifie d Will be acceptable.
6. QUALITY OF WORK The contractor shall not employ; on the work, anyone not skilled
in the work assigned him.
CONTRACTOR S INSURANCE: The contractor shall not commence
�m � � �~ the work Under this
° contra it he has obtained all insurande required under this Article and has
furnished to the owner, through the Landscape Architect, satisfactory proof of the
coverage of the insurance, and until each insurance
has been approved by the owner*
The satisfactory proof shall be in the form of one original or one copy of each in
surance policy.and to certificates of proof covering: each sup h res _eC
t ive
1y,
All insurance herein specified shall be maintained thro ug h ou t the lif e of this
contract..
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7a. CONTRACTOR'S LIABILITY INSURANCE
I, II
The minimum amount of insurance required for this work shall, be as listed below:
1. Comprehensive general bodily injury each person: $100 000 00
each accident: $300,000.00
'e.
2. Comprehensive property damage: each person: $100,000x.00
each :
ea h accident:
a c:�
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. Comprehensive ~ , $1
00OCr,•' �u omoba ie bodil y injury. each person:
. � I
each accident: $300,000.00
• h ,. 4. Comprehensive auto property damage:
$100,000.00 -•.� �•.
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. • TIME
rM. under this contract shall, com-
� ��, 0� C4I�i�.LZT:f.Ui,. 7.hc work. to be performed undo
, mence not later than five (5) days after the date of this signing of the contract
and shall be fully completed and ,fully performed by twenty working days after
notice to py nc ed ha,s been given.
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' 9. SPECIFICATIONS DIVISIONS: The specifications have been set up in t ivisionS
conforming roughly to customary trade practice for the convenience of the contractor,
only. The Landscape Architect is not bound to define the limits of any sub -'
contractor.
1011 LIBOR The contractor shall pay the prevailing wage and comply with all state
and federal laws in the employment and payment of labor.
11. REQUIREMENTS OF OREGON LA / The contractor shall promptly, as due, make pay-
__
t+
" mento
all persons supplying labor or materials and shall not permit any lien, cyr
claim to be filed or prosecuted against the ovmor on account of this work.
• 12. GUARANTEE: The contractor shall guarantee his work for a period of twelve (12)
months from date of final acceptance of the work by the Landscape Architect and
shall leave the work in perfect order at completion, and neither the final cent-
iflcate of payment nor any provision in the contract documents shall relieve the
• contractor of the responsibility for negligence or faulty materials or workmanship
' . p provided by p ,,
any the extent and period �rovidc,d b law. �U on written notice, he shall remedy �
y defects and replace parts or material as required, and pay all expenses any
damage to other work resulting therefrom.
- 1.3. COPIES FURNISHED: The Landscape Architect will furnish free of charge ,three C3)
• copies of drawings and specifications. These are to be returned to the Landscape
Architect at the completion of the work.
- work have authority� giving instructions, the Landscape Architect shall h A ty
1 a INSTRUCTIONS: In
to make minor changes in the woz k not involving extra costs, and not inconsistent
with the purpose of the work.
15. FAULTY WORK: If any work be found not an accordance with the contract, through
the fault of the contractor, the contractor shall bear the expense of replacing and
re-executing the work in accordance with the /contract.
If the Landscape Architect and owner deem it inexpedient to correct work injured or
' done, not in accordance with the contract the difference in value together with a ,
• fair allowance for damage shall be deducted from the contract price. 0
16 PROTECTION OF WORK: The contractor shall Maintain adequate protection of his work
from damage, and shall protect the owner's property from injury of loss arising in
connection with this contract. Protect all adj nin roperty from injury during_the
work.
,l sidewalks shall be swept and hosed clean at the end of each days work and all
debris cleaned from the adjacent streets at the end o. eadh days work.
17. CHANGES AND EXTRA WORK: The owner, without invalidating.the contract, may, order
extra work or make changes by alterang, adding to or deducting from the work, the
contract sum being adjusted accordingly.
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if the contractor claims that any instructions involve extra cost under the contract
,
,,,/) act
he shall give the LandscapeArchitect written notice thereof beforo rocE din tG
execute the work.
18. OwNIaR°S 12IG1'IT TO TERMINATE CONTRACT: If the contractor shall be adjudged bank-
rupt, or make assignment for the benefit of his credi.tions, or if he should refuse
or fail to supply enough properly skilled workmen or proper materials or if he should
. s Pail to make prompt payment for ;material of labor, or persistently disregard laws
, , or the instructions of the Landscape Architect, then the owner, when sufficient cause
,: exists justify such action may, after giving the contractor seven (7) }days notice, '
e�°a.si s to �usta.i'
terminate the employment of the contractor, take possession of all materials and tools
, b,• , •L e 4 . ' .+ • «sh , i 1 .? f expedient. f
. .� cad h�� t`na deem
on the premises, ai�.d finish the work by whatever meth y :C
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the expense of finishing thxe work shall exceed the unpaid balance of the contract price,
p� b P
the contractor shall pay the difference to the owner. If the unpaid balance of the
contract price shall exceed the cost of finishing the work, such excess shall be .paid
R': to the contractor.
If the work should be stopped under an order of a public authority for a period of
three (3) months, through no fault of the contractors or if the owner should fail •
to pay the contractor upon approval of the work by the Le!ndsca.pe Architect, then the
contractor may, upon seven (7) days written notice to the owner, stop work and re-
: cover from the owner payment for all work executed.
19. ALTERING WORK, The con actor. shall not alter the work of any other trades
• save with the consent of the owner. The contractor agrees that he is fully respons--
ible to the 'owner for the acts and omissions of his sub -contractors Nothing contained
in these documents shall create any contractural relationship between any sub-
n 0. 9
contractor and the owner. This contractor shall remove waste materials, tools, surplus
materials, etc. from the job at the completion of his work.
20. PAYMENTS: The contructors shall submit to the owner bills for value of labor ''
• .,•, and materials incorporated in the work during and up until the last day of each month.
4 The Landscape Architect shall certify these they: submitted for pay-
ment. shall bills The owner shall advance funds for payments of all certified bills, which pay- y
ments shall be made by the ninth day of the following month. Five percent (5%) of
each bill is to be withheld until the final acceptance of the work. After final. ac- '
ceptance, the balance will be paid in forty-six (46) days.
Landscape Architect may withhold from certifying or advise the owner to withhold
The
payment of applications for payment as may be necessary to protect the owner from
P Ym PP P Y may Y
loss on account of; defective work not remedied, claims filed, failure of contractor
to make payments properly for material or labor, or damage to another contractor.
M
21. .INTERPRETATION, OF DRAWINGS SPECIFICATIONS: The Landscape Architect shall Make
decisions � AND Sp 1
on claims of the owner or .. matters relating to the
y progress contractor, on all mattep
. �,, P .
execution and:. ro ecs of the work on the interpretation of tae Ions and �,� ec a.fic�ttions
COORDINATION: The contractor shall d; all fitting of his work that may be II
The may .e quired to make its several Parts unite ro er l and fit it to receive or be received
y upon y implied by b ��tor�, of other contractors shown u on orp.� reasonabl.• a.m lied b thee. drawing and
7 'specifications. Any cost caused by defective or improperly timed work shall be
borne by the party responsible therefore.
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2�. SURVEY: Each sub-contractor shall) accurately locate his work on the site. He
shall all stakes necessary to establish the outline, direction, spacing, and
grades of he work. He shall direct the work) of all excavation, so that exact levels
established on the drawings will be adhered to.
24. WATER AND ELECTRICITY: Water and electricity will be provided by the owner
25. CLOS NG IN WORK! r o piping, ditches etc. shall be covered up until roper)
P �
inspected and approved and until written approval if required, shall have been
issued for the same
26. PREFACE: The drawings referred to in the following specifications are as follows:
Sheet h1 Planting; Plan
Sheet:' L2 Irrigation, Piping, and Conduit PI an
Sheet
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4 27. (INSPECTION BEFORE BEGINNING 'WORK: The landscape contractor, landscape archi-
tect and the owner's representative` will make an on-site inspection of the work
site • landscape contractor• eg`n•s �tablish the condition of
before the l c b.. �.nA� work to establish
sire, so that if any damage s done to existing work the responsiblity ty for repair
can be readily determined.
28. CONP�TENT FO
,� ��r r FOREMAN: sub-contractor � a'�, all times have
The contractor and sub cantraetbr shall. ,. ��.
p , 4-----, the project u when work is being d
,.�.......r.....�. d foreman on -� being done on the site, or
P• �
the work ma. be by landscape until such foreman or
Y stopped b the owner or lar�dsca e archa.tect
foremen are brought to the project and put in charge of the work in progress.
29. PRESSURE WASHING OF CONCRETE, MASONARY AND ASPHALTIC PAVING Any payed area or
surfaces stained or soiled from landscape materials having been hauled or carried
i
over or around it shall be cleaned with a power sweeper using water under pressure. ,+
Building surfaces shall be washed with proper equipment and materials as directed ,
by the owner's representative. All cleaning work shall be completed to the satis-
faction representative and the landscape architect;e.
factioxL of the owner's
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FORM OF PROPOSAL
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To: B. & B. Development'Z'o. �
9221 f;ld Barber Blvd. # 301+
Portland, Oregon 97219
:
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Re: Landscape Construction Work at B. & "B, Developiment Office ;Bldg), SW Shady Lane, '
Portland, Oregon
Gentlemen:
The undersigned bidder for the landscape conr,truction work shell furnish all material
and labor and perform all work for the project designated, including: work as delscribed'
g i_rrig'ation system, furnish place topsoil
installing an automatic system s'li anct lace to soil
furnish and I place soil mix moil prepa.r,a.t.ion, finish grading, furnish, place,` plant
ta&•;e, and mulch plant material, clec n-up, furnish and ,glace Casoron Ott,' maintenance and
guarantee for the I . & B. Development Co., Tigard, Oregon, all in strict accordance
wit'. the Plans and Speci.fica�tioni as prepared by Darjl 13. May, Landscape
Architect, for the sum of:
' Landsc �e Planti n�
Dollar s (
' �. •r��iC);t'3'
ands
Dollars '(i . )
Total i5 id for a1.1 i4lo�k S, ecifie
Dollars { �__,_ �
and agrees to be boun}d by the form of agreement, the drawin gs and specifications and
•
regular contract documentsm ' o'
Firm Name
O ner
Dane y
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ADDENDA« FORM OF PROPOSAL,
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To: 13» & 3 Development
9221 SW Barber Blvd,a: #304
Portland,
Oregon 97219
xl
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Re: Landscape Cornstruction war), at B. & Sao Development Office 51dg 9 SW Shady Lane
Portland, Oregon
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Unit price for topsoil in place: �... .. ..�.... per yard.
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The estimated uantit • re,• aired 8 yards. credit to be ive
quantity � 384 y. � if less zs f,
us ed. If ad ditional quantity is use d the charge will I be at the unit price above. I
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To
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B � B. Z �w .
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9221 �yW Bar�aer Blvd. #3011.
P o ,t
3 we�1:nd i Ore gon eU an
97219�
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I2 e: Lint �c o Coxistructi'on work. at B. B. Development Office Bldg., SW Shady Lane,
Portland Oregon
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Work as specified in, propos .
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Limit of Sub-c ormtractor,
w�o��
NAME
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- xc�r��zr�r7 LEGEND
hT�
K c �r,a nt Size
N umber
umb er
(1,i,;? 6 1 brass globe electric control valves with flew 111;���he � na. ac a02+
13 • •
adjustment stem
). 1 1" brass angle valve (throt•tibe) Huckrx r 81 K
1 1" pressure vacuum brs,ak,er FFehco 765
3 3/41' mahixal drain •vsl'u-e Buckner 80 i
64• )err automatic hall. check clrt;.i.n valve Burlwner 66 A •
CY .. 4 ' brass half ,ciz..ole hi-pop head Buckner 403 HIPIIO
12 1/.1' rr 1,quarter 1,
� shrub " 3uck�er 403 Q0
- 1 1/ll i part f 9
3uckrner 1+03 HP 225°
— 2 rr it tr " "1 " Buckner 403 HP 270°
1 rr U half tr shrub rr Buckner 403 11 .
ii rr it rr ha. -pr)p. rr Bttc crier 40, H .:I
1
403
2 �uart�•:r rr rr r� Buc' IkI�Q
xner
2 ► r third r t
Buckner 403 HPT
full rr " t; Buckner 403 HPF
�_, 1 ii ►r
part 'r shrub r1 Buckner 403 225°U '
oz: 12 rr` rr half rr i► it Buckner 403 HU •
olpl 4 ii it ft ft hi-pop Rr Bucict•ler 403 H�PEHt.T
13 i rr quarter r; shrub '1' Buci••zner 403 �U
1 rt r' tr ri hi-,pop it Ti a cn
er 4
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3 t�0U
3 it " third rr ft ti k3uc1(,ner 403 It=TU
a 1 9 ►i If
511 center' stri i shrub head :Rain--d T'E t"' 301 Z3T1)V
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• o to 10 it it art U strip shrub head,' Weathermatic 512-3DLA
e g r , it rr rr end strip shrub head Weathertnatic 512-3LA
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LEGEND
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Key Amount Size Type Number
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1 wrench for Weathermotic heads ',.►eathhermatia
wrench.-fox' 11.03 heads Buckner W --3
30" operating keys Buckner 71
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2" locking cap w/ 2" schedule 80 PVC pyife Buckner 72
sleeve. Wire down wj..th P,`• 8 irrigation
control wire.
2 locking cap keys 3uc'ikn.er LK--138
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a. r OmE. Legend � ~
for information Contractor is respons7.b1e fo r completion of
the work ar �ownon �h� irrYg� tzon plan.
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IRRIGATION SYSTEM
A. The Contractor shall furnish and install all materials as required for irri-
gation system as specified herein and shown on drawings
B. AS—BUILT DRAWINGS: Within five. (5) clays after completion and prior to Contractor's
• ' application for final p a merit i Gontra contractor shall upon a set black ek line
prints
•J available from the Landscape Architect, upon request, provide the Landsca e Arc
h.itect
• with a complete layout of all the sprinkler piping showing piping locations, sizes,
valves rind all other important features of same as actually installed,. This plan is
to be used for record purposes and must b e made with accuracy at Contractor's own
expense. No final payment will be made until this portion of the contract is completed.
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Dimensions and data needed for drawing are to be taken prior to backfi1ling of
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' trenches and referenced to permanent above-grade reference points.
f C. INTENT: Mention herein or indication on the drawings of article, materials$
operations or methods requires that the Contractor provide each item 'mentioned or
indicated of quality or subject to qualification notes; perform according to con-
ditior.s stated each operation prescribed; and provide therefore all necessary labor,
equipment and incidentals.
D WORK INCLUDED: All labox•, equipment and materials necessary to make a complete
irrigation system as shown on drawings or hereinafter specified.
R E. INSPECTION OF SITE: shall inspect the site to determine all existing
Cont.racl,or ehal
conditions and items that will affect the work under this contract.. No allowance
will be made subsequently in this connection in behalf of the Contractor for any
error or neglegenoP on his part.
The contractor shall verify dimensions and ground measurements before beginning
work,, He shall further verify that the irrigation system as designed will adequately
supply complete coverage of all plantings and provide the required amount of water
needed:. The Landscape Architect shall be advised of any discrepancies. Any cor
measures, required, g p - ncement of the
p p g
.• work��otherwse�t;hef contractor a.sares�ons�.ble�for�aroter coverage as specified above.
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All curbs, sidewalks roadways, etc. either on or off the property
be PROTECTION: v dama e. An.�
sh�.l.1�bTECrotec protected from construction g Any damaged item shall be restored. to
p
its original condition.
Sidewalks Ad which r
is hauled covered with two (2) inch
P lanks. ll public utilities encounteredshallberotected
G. EXCAVATING Do all'excavating to the depths noted and as required.. Do all '
other excavating not specifically ly men tzonedy but necessary to com complete the e wo .
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Leave
bottom of trenches even to properly bed piping.
H. BACK `ILLINGt Do all backfilling shown, described 02. necessary' to bring all
surfaces , pd a _ y �l b)
s to grades layers I
s � s shaven wetting and tam Ping the earth it l.a ers not: over six C
r until
x thick until a11. is thoroughly. packed and settled. Do not backfill I A
ipe l lines and approved. Place backfill carefully around and
ptipe l.a.n�s hive been tested
Over piping.
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I. MATERIALS:
(1) Pipe', fittings, valves, sprink.lers, heads, etc., shall be all new, of
American manufacturer, as specified on the drawings, or equal.
(2) Sprinkler pipe shall be class 200 SDP-21 pipe, Type 1 normal impact, with
200 pounds working pressure, and shat:", conform to NBS standard PS22-70
ASTM standard D1784.69, and ASTM D2241 for Polyvinyl chloride pipe.
(3). Fittings, including elbows, tees, courses, branches, bushings, plugs, unions,
and reducers, shall he standard weight fittings of Schedule 40 polyvinyl
chloride Type 1 normal impact and shall conform to ASTM' DTT8L 69
ASTM standard D1705 and NBS standard' PS22-70 for polyvinyl chloride pipe.
(4) All,sprinkler head risers shall be of standard weight galvanized steel
pipe of size indicated or required by head. Swing joints shall be on all
risers. sittings for swing joints shall be as in (3) above. All pipe and
fittings shall be of domestic manufacture.' All risers to be painted one
coat flat black paint unless specified otherwise. Flex risers, as manu-
factured by King Bros., may be used in place of swing joints.
e p heads shall be bronze or brass construction(5) Valves and sprinkler heads �- �-�it :�-' listed
,
in specifications. L 4�a�� as
(6) Sprinkler items shill be as listed in the specifications*
(7) Automatic drains shall be placed at low point to drain each line. Use
drywell of sufficient size to drain system. Minimum size shall be 12" x
12" pea gravel dry well. ,'
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J. PIPE LAYING AND INSTALLATION Fj
(1) Installation of sprinkler equipment shall be in strict accordance with
requirements of equipment man,fac turer.
(2) Diagrammatic pipe la y out of system,stem' as shown on Sheet approximates
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actual layout. Layout of heads and valves by contractor shall be a pproved
Ao,
ditching -�r
by Landscape Architect before
g and laying of pip...
(3) All pipe shall be flushed cle,an, I."'.ctw i setting of heads.
BMX
(4) Piping shall be laid in accordance with best practice, tested and approved
before backfill .is placed. Piping shh al l be substantially supp
rted at all
P oints.
p g conditioned at same temperature for a reasonable '"" "
a. pipe and fittings: condi
time before installation.
• b. Cut Pip e to desired length with i.th hac ksaw. En ds shall be s care a free of rough edges inside and out.
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c. Clean outside of pipe and inside of fitting. Apply I.PiS: Weld-Oh
Primer as per manufacturer's directions.
d. Apply PVG Weld lightly to inside of fitting. Caation shall be exercised f
that no
surplus is left on fatting, any excess will push inside of
pipe and can cause a failure wen pressure is applied •,o' pipe. G
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J. PIPE LAYING AND INSTALLATION:
(continued)
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(4)
e. Apply PVC weld to pipe -. a heavier coat may be used on pipe as surplus
will push to outside. Any surplus shall be wiped off immediately.
(Use only a natural bristle brush,.)
f. As .soon a' s fitting and
d pi n e are coated, insert pipe into fitting with a
single twisting motion to giye pipe 1/8 turn as it goes in Pipe shall
be inserted full depth
of. fitting. ,
. P
g,. Joints should be allowed to, set for 10 minutes before handling. Joints
•
do not reach full strength for 2t hours or more, but may he tested at
+0-50 PSI after 1 hour.
h. PVC pipe can expand and contract as ouch as 1 inch per 20' length. Pro-
vide for. this, particularly' on installations made during hot weather, by w•
snaking pipe in ditch, or running line on open discharge until it contracts
g „, •P s � � g
to operating length.
i. Exorcise care an handling. Don't manhandle the pipe or subject it to un-
necessary strains,a, such as excessive bending or twisting. Before instal-
ling pipe in ditches, make sure that bedding is smooth with no sharp pro-
truding rock edges. Cover pipe carefully: avoid dropping rocks or hard
clods on pipe. If back-fill material contains rock or gravel, 4” of top.--
soil cover sha11: o placed on the pipe before a blade is used.
J. Pipe shall be supported at valves, tees, etc.
k. When using threaded plastic fittings, a lubricant such as Permatek #2 or
Pipe-Tito stick shall be used on the threads. Care must be taken to avoid
over tightening. One-half turn beyond hand- tight is sufficient.
(5) t'tain lines shall be as shown on the drawings at a minimum depth of 15" below
finish grade. shall be at a minimum dept) 12" below 4
A>,3. lateral lines sha depth of 12'
.'. finish grade, and slope to drain valves.
(6) Where walls, walks, etc. have been disturbed be excavation, Contractor shall '
replace same.
SPRINKLER K.
;tJR �II�ADS
(1) All sprinkler heads shall be set for proper throw, at the time of installation,
heads shall, be set 12 above(2) , All grade .� capped
10 ter. � • • .� .., �. s
4 shall e ride at �n�Heads�anonlant�nedbcds sha.11.lbe
tested as specified under N - TESTS below. p g
' reset at time of planting to elevations determined by shdscape ;Architect.
l
L. CONTROL 'MECHANISM: See specifications. i,
S, ' I : hydro-
. p shall ae tested for 2� hours undo existing main line
Y��. TE.�l'w. All main lines s �� ex
static tests are � d b�o d� the�control valve placed over same. I�iydro-
Static pressure and then j
s require ,; for each l seatzon of
p
. P ng ; ,
� sprinklers for 1 hour 'under full main �- p
trenches. An p
leas shall be re Paired the line tested toctihe�satis-
faction of the Landscape Architect.
1
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DAt1AGE BY LEAKS: The Contractor shall be responsible for damage to the grouna,
walks, roads, buildings and piping system caused by leaks .n
the piping system being installed or having been installed by
him. He shall, repair at his own expense all damage so caused.
•
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to CLEAN-Up: Clean up and dispose of all excess material, trash, wood forms, other
debris deb resulting from irrigation installation.
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SPECIFICATIONS FOR AUTOMATIC ELECTRIC IRRIGATION SYSTEM r,'
AUTOMATIC CONTROLLER:
The irrigation sprinkler controller shall be completely automatic in operation,
and shall electrically start the sprinkling cycle, and electronically time the , Y
individual stations. It shall be Possible to s chedule a full t ro-week s,... i. t
Program..
Timing of each station shall be independently variable to sixty minutes. The con- ,
troller for operating 24-volt remote control valves shall be as supplied by ignited
Pipe and Supply, Portland, Oregon, Model EM with 7 stations for indoor wall mount
ar manufactured by Weatherratic ° rIel.sro Industries. It shall have::
1
1. 14 day calendar dial.
.i\ 2» Standard master valve circuit.
3. 24 hour clock
• 4. Automatic, semi-automatic or manual operation.
5a' Shall be supplied with locking lid and key acid .mounting brackets for
wail mount installation.
e 6. Power requirements are 115 vo:l.t.A C'» @ 1.3A for 2 valves.
7. U. L. approved.
Duplex plug-in for controller shall be supplied by owner.
Irrigation contractor shall supply and install he..�avy Y 3--Prong p lu g--in
and coral to connect to 115 volt power supply.
Y
AUTOMATIC CONTROLLER LOCATION AND,�TNSTALLATIUN:;
Automatic controllers shall be surface wall mounted as designated on,the plans,
All wall mounted controllers will be mounted with the bottom of the controller case
a minimum of four feet from the floor or ground level and with the top of the con•
troller case a maximum of six feet from the floor or ground level.
All controller locations are essentially diagrammatic, and shall be specifically
4
located, by the owner or the Landscape Architect.
All local and applicable codes shall take precedence in the furnishing and/or
connecting a 115 volt electrical service to the controller„ Conduit i e coverage
and protection of the 2I. volt Service wires leading from the controller shall
connecting p p g
. be
`:; installed from the bottom of the controller to the existing conduit leading through h
• the floor and/or the wall,
•
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AUTOMATIC VALVES:
See legend, Sheet 10.. Automatic valves are to be bras,. Electro-Val 24 volt
electrical valves manufactured by Teisco Industries, Dallas, Texas. Model numbers
" • and sizes are shown on the irrigation material list in the specifications. These t
r valves shall be a normally closed design.: They shall have a flow adjustment stem.
CONTROL CA13LE: •
All electrical control and ground wire shall be Buckner irrigation control
cable of size as indicated on the drawings. All wiring to be used for connecting
= the automatic remote control valve to the automatic controllers shall be Type !fUF'
600 volt, standard or solid copper, single conductor wire with PVC insulation and
bear UL approval for direct underground burial feeder cable.
Insulation shall be 4/64 ' thick minimum covering of ICC-100 compound for
positive waterproofing protection, Sizes 14, 12, 10, and 8 shall be single conductor
solid copper wire and sizes 6 and 4 shall be stranded copper wire. All control or
'shot" wires shall be of one color (orange) and all common or "ground" wires shall be
of another color. (white)
Verification of wire types and installation procedures shale. be checked to ,
... yri� p '
conform to local codes.
Irrigation control cables shall be as manufactured and supplied by Buckner
Manufacturing Co., Fresno, California
ELECTRICAL WIPJE CONNECTIONS:
M
Wire connections to remote control electric valves and splices in the field
shall be made with Scotchiock connector sealing packs _,13576 and r#3577 to produce a
waterproof connections
INSTALLATION OF CONTROL CABLE
Ai control . /,r as
'° •� �edhinithe p �etrenchosnwherever oss�bleand and/or 3 elect��a.c ' cont-� of cab
specified and shall be install piping , p Pip
• _ partially backfilled to provide three placed in the trench to one. •
trench shall. be a to four inches of cover over
the e before wire is installed. Wire shall then b
P P� P
side of the pipe. Wire shall be snaked into the trench as loose as possible and
with as much slack as possible to allow for expansion and contraction wire.
of the
Where it s necessary to run wire in a separate trench, the wire shall have a-
cover of twelve (12) inches.
All wire connections at remote control valves, either direct buried or in control
c,on
wire sp i ,be with sufficient :"slackto so
boxes, and. at all wire � lice, the ware shall. b.. left
• ++ i a. valve bonnet or splice may be brought to the surface
that in case of repair the va
without disconnecting the wires
ti .�
arh r e ote control valve or group of remote control valves.' which are to be
m .
connected to one station of a controller, shall have wire sizes as shown in the wiring
diagrams on the drawings or as ,
" s sp,.cifedd �l:l, remote control valves, which are to
be connected to the same controller, shall be connected to a coittmon ground wire of
site as shown on the drawings or as specified
• �j;F i
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AUXILLIARY EQU]:PNlEidri'. ;
' VALVE BoxP,n
I ,
All electric remote control valves, unless otherwise indicated, shall be in-
stalled in suitable concrete or other type valve access box of proper size as re--
quired for easy access to the valve.
• Remote control valves, 3" or smaller. shall' be installed in a E-16 #500 12"
plastic valve box with a Z-P locking lid with a 20-P plastic lock key as supplied
by united' Pipe and Supply Company.
All valve access boxes shall be provided with proper length and size extensions
1••. r «
wherever required, to bring the valve box level with the finish grade. ,
All specifications for the installation of the manual irrigation system re-
garding quality of work, responsibility and guarantee, etc.,1 are in full force in
this section of the specifications. 1
CONTROLLER SETTING, MAINTENANCE AND GUARANTEE:, I
, •
..p_
The landscape contractor for this contract is responsible for all watering and
setting of irrigation controls on the automatic irrigation system and any damage
by over or under watering dutng the period that the
The landscape contractor shall determine, together ether with th the s elected maintenance
contractor, the permanent desired automatic irri g ation con troller setting and water-
ing
schedule for the
8ee page General Conditions of the Contract for Replacement and Guarantee. •
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'M1C
, 1111111111111.1111.111111111111111
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t�o T•f: ��V i
ALL WIRE TO DL I STALLLD AS PER
LOCAL coos. PLASTIC VALVE BOX WITH COVER
' P Ui*IO1.E WIRE EVERY TWE T? FEET ;
2 7r�r'� AI�1'7 EI
3 PROVIDE E PAI\ISION COILS AT LACI-1 WIRI»
COi1P,IECTIOr1 IH VALVE F30X. (WRAP AROLfl4 ,
PIPE 13 TIA s)
ELECTRIC VALVE
rlo r�
COMPACT SOIL AR0U1411,
VALVE BOX TO SAM:; i:) 'NSITV WIRE CONNECTORS
AS t)?I1)1S1'1)I4)E A'O,)ACE T SOIL. (COHN'ECTIONS TO DE
MADE I13Y VALVE) I
•
F1''418 GRADE
hg*---- I/21 MIN
~'. % l ,i, i i y / 'r iIP/ ,' / _ ``a 1 �}`'r���%/,�§li�ii�)h AA#,F,
•
I!2" MIN
•
TO SPRINKLERS 1 Xx
lr
CO O t IRE 11111r tc, 1 ,— 9a''ELL-PVC SCHEDULE 40
• I;TO C;ITH1~t VAIt..V ; t-.
0r.I DAME COS!3TOOLLERp
CONTROL WIRE
PVC SCHECIULE oo NIPPLE'
NOTE . 11'0 CONTROLLER
AIL,. TH)�EABEO COrl�DECTION3 TO
• r�� PVC SCHEDULE BO
• COATED WITH E0' OR$ AL 0"' (Lc1,1STH AS R�:OU1ti'EO)
PAIN .S,UP'LY LINE MAIN LINT r1T 'INS
SOi . ENOID
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TOPSOIL PLACEMENT, SOIL MIX, SOIL PREPARATION AND FINISH"GRADING
A. Contractor shall perform, furnish and install.. all materials as required for
supplying and placing topsoil., finish grading, ,oil mix and soil preparation
•
as specified herein and shown on drawings.
Mention herein or indicat: an on the drawings of articles, materials,
operations or methods requires that the contractor provide each item mentioned
• •
or andicated of quality or subject to q ualiiication notes: perform according
to conditions stated each operation prescribed; and provide therefore all neces-
sary labor, equipment, and incidentals.
Cr WORK INCLUDED: All labor, equipment, tools and material necessary to complete >`'
complete to soil preparation as described herein or shown on the
, the total and P p p
drawings, or both
drawings,
a
D. Landscape contractor shall notify construction superintendent when he is pre-
.
aria to rotot: ll and shall coin legit el familiarize himself with to shall `• � ka any pping,
d s . . °1 .,, e . a d, age to and..r round' facilities
dra�.ns, etc., in the areas, to prevent any damage
Any damage done shall be repaired at the landscape contractor'et expense.
- E. MATERIALS:
(1) Topsoil:
a. Topsoil, which shall be a fertile, friable natural topsoil typical of
the furnished. a
helo locality shall be free of stones,t 1.vm�s bno�xoulsu weeds x��urrass plants I'
subsoil 8 quack shall Johnson or their roots, sticks and other extraneous
� sous.
such a.� uac or
r and shall
tonot o�:l. shall begin upon inspection and a royal by
Delivery of such topsoil delivered while in a:pfrozen ot. muddy condition.
Landscape Architect of a sample of one cubic yard from each source of
su )P l
y.
• �m Topsoil.;shall be placed in ground level planters and beds as shown
shall be as shown; on the planting
on. the planting plan. Mound depths �
plan or as directed by the Landscape Architect,
per •yard, c a The landscape contractor shall quote a unit price pr� y for top
P.' T
... . to the "Form of Proposal". This figure ;° '
soil. in place �.n the addendum Architect determines that additional Will be used if theLandscap�.
try p seil is required.
{
(2) Bone Meal Finely round rani bone meal.
( ) , Commercial. F`ertilizert Organic base complete fertilizer; containing .n ' ,o
3'
available form by weight a minimum of "ION lOP 5K Webfoot Organic l eluxew
' Fertilizer shall be brought to site in original containers (Unopened)
' statement of` analysis
the manufacturers li�ra"nt
Which bear fed
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t ('
L MATERIALS (continued)
t Fertilizer: Rhododendron fertilizer shall be cottonseed� E) Rhododendron
meal base rhododendron fertilizer. Analysis 5N 15P 10K.
(5) Peat Moss: Peat moss shall be horticultural grade Canadian' peat moss.
Deliver to site in original container. Bale shall be 4-cubic foot size.
(6) Manure: Manure shall be rotted unleached cow manure free from weed '
seeds, and reasonably free from sawdust and shavings.
' grind,,ll ►' size.
(7) Bark: Bark for mua_cha,n. • shall be medium coarse �•r:�nd ,�,/� to
FP FINISH GRADING;
(1) Supply and placing of topsoil shall be done by landscape contractor-
Required finish grading shall be done by the lar:dscape contractor.
. grade grades indicated on Landscape means Final nd t s
(2) Finish rade sca e Arc�iitec
drawings o
Grades not otherwise indicated shall levels or slopes between
)_ be �.tnxformle
points where elevations are given. Minor adjustments on finish' grades I
al be made at the direction of the Landscape Architect.
shall
(3) Obstruction"below ground: Any rock or other 'underground obstructions ti
shall be removed to depths necessary to permit proper installation of
j the planting.
G SOIL x HL PAPAfxONs PLANTING AREAS.
. .
(1) Genera' as planting areas are indicated on
After completion of soil arat
• r
drawings. All areas to be developed
preparation and finish grading as
P P P
specified, no heavy objects shall be taken over these areas at any time
1 unless.they are adequately protected. Remove emove all debris, 'rocks sticks, '
etc., from sub grade of all planter beds.
Rototill 1E" de.22 before placing
top soil and soil add itives
.•
All 2" (two inches) and larger shall be removed the y
ed from 4 subgrades,
prepared and from any area that is to be prepared for planting. Where planting
any
is to be done in pockets remove rock only in pocket area.
(2) Areas to be, planted shall have the following materials applied to the '
radin (Per 1000 square feet):
g gi R
surface after finish (
9 yards well rotted coi,e.i manure (3$t deep)..
100 pounds 10-10-5 organic base fertilizer.
•
DFL` material in and rototill or spade to
a minimum
� even layers P
tribute atmaterial in o
depth of twelve''(12) inches. '
in areas that are planted to, rhododendron, azaleas. dap uct use 10.10-5
fertilizer. else cottonseed.'meP1 base rhododendron fertilizer at the
e t.
.� •
specified rato. AnalySis of the rhododendron ndr
or fe ti lizer
, 5,0 nitrogen
15E Phosphoric acid and 10% Sp read and wor k into the soil to
;.
a depth of not less than 12 inches, as specified, (100 pounds per 1,000
square feet). Use cubic specified peat moss far each rhododen-
dron and azalea plant. Mix with soil thoroughly.
(3) Prepare planting pockets for trees by excavating to a minimum depth of
two (2) feet and a minimum of four (4) feet in diameter. Replace with
planting soil listed below under (4). An y specaten tree root-ball shall
have a minimum of twelve (12)
inches oa l-ixn1inF soil under root-ball
" and a minimum of twalve (12) inches, on each side of the root--ball,. `
' (4)
Soil Mix: foil mix for all planting pockets shall be in th e following .
Proportions:
3 yards sandy loam
manure,
yards manu�r.. E (6) •
r
1y2 bards b��x?t medium coarse
10 ,pounds 10.10.5 Webfoot Organic Deluxe
5# raw bone meal
Nix above materials thoroughly. Compact in 6" lifts.s. Jater thoroughly.
° .N
�aH. PROTECTION: At all times adequate te protection shall
be
Provided
for r all areas
against trespassing damage of any ki nd b y tenants or other s
' during p lanting or other ope ations. Moving o f heavyCeguipment
or
mater ials over prepared �,1�ntrig soil or planted sha ll b e
d one only on two inch or heavier planking, as required.
T. MAINTENANCE: The operations of maintenance shall begin immediately after each
portion is planted and shall continue on all work until acceptance.
•
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•
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PLANT MAT1iR:tAL AND PUNTING
A. The contractor shall, furnish and install all materials as required for plant.
r
u�ater�.al; and 1,1antlng, i •
: or indication dication on" the drawings of articles materials
B. .CNrLN'S. mention her in � .�n � materials,
operations or methods requires that the contractor provide each iten mentioned
or indicated of quality or subject to qualification°noted; perform according
to conditions stated each operation prescribed; and provide therefore all nec..
essary labor, equipments,and incidentals
C. WORK INCLUDED: All labor, tools, e ui P nent and materials to complete all Plant- ,
mn€s shown on the drawings.or mentioned' in the specifications, or both. a'
1) Plant Materiel
a. Trees, shrubs, and groundcosers shall be healthy, vigorous nursery
grown stock in the varieties and sizes called for on the plan. They
shall have well developed branch system and a vigorous, normal
healthy root system.
b. Plant material shall follow American Nursery Association standards !!
set for grading and root-ball sizes.
c. Plants in cans shall not be rooted down and shall be well established.
• d. All plant materials shall comply with State and Federal laws with
shall be free of of pests and plant diseasesrespect to inspection for Insect infestation and Plant diseases and
(2) Substitution of Plant Material: Substitution, if allowed, can be made + `,
only with the express permission of the Landscape Architect. When sub-
stitutions stitutions are made, all requirements of the plant material
� al specified shall
•
be me t. The landscape contractor may supply y Plant material in larger
sizes than specified, at no additional cost to the owner, if the Plant
material is approved by the Landscape Architect.
(3) Planting shall be planted in the prepared beds, or
Al
planting P l plant material previously specified. P materials shall have
as rev�xou�,
a minimum of 6' of prepared soil under the root ball, and
lantxn pockets, 1. s ecxfied All Plant mat
p P § a minimum of 6�'
on each Side of the root ball. 2hado Bend ions shall have a minimum of 12"
on each 'side of the root ball. Groundcover plants shall be planted in a
planting � .. -, for two and three inch peat pots:. Pour
pocket 6" x 6i° minimum '
inch ots
p and gallon: cans: as in (3) above. ,
out
The landscape contractor shall la.: - S pac.e and face all
. , p layout, c ' � . plant material
as shown on the Planting P lan and approved by the Landscape Architect.
Planting shall be done only bY ex erienced personnel with adequate super-- •, ,I • .
vxsi tiro by the Landscape Contractor to produce a first quality job.
•
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Plant no deeper then the plant material was planted in the nursery. spread ;
roots of bare--root material carefully over a mound of soil. Carefully trim
' all broken roots and branches. Prune as required to thin and shape' the
tree or shrub and AS SPECIFIED UNDER TIIE LANDSCAPE ARCHITECT'S SUPERVISION. '` '
Paint all cuffs over 314" with "Tree Seal" - two (2) coats. Water plant mat-
erial in thoroughly by hand immediately after planting. Water every fir
3 days during the progress of the work, as required
(4) Guying and Staking:
a. All balled and burlapped trees,, boxed trees or ' are root trees shall
be either staked as shown on the plan and as directed by the Land
scape Architect, or shall be guyed from 'three (3) eoua-distant points '
as direr shown on the plan..
ted by the Landscape Architect, and as s
Use No. 12 wire for guys. Protect tree from chafing by placing rubber
hose around each wire, in permanent position, where the guy wire
passes around the tree 'trunk.
a '
(5) Casoron shall be granular t yp e G-4 or approved equal. Apply as directed by
the manufacturer
(6) tulchirg• After planting and final raki ng n&
and leveling of the plantin g
n
g
beds the planted are a shall be Mulched with two (2) inches of coarse b
ar7ko
I `
? � ACCEPTANCE: Upon satisfadtory completion, the work
will be accepted by the bwneri
�� Conditions of
• . � E. REPLACEMENT GUARANTEE: p g , � the Contract. Hotaw
ever, the Landsca e Con�N. See page e �: General Co t�•zF
LAC�,Iv,EI�T ANI� GUARANI
tractor will not g
p. t be held responsible for damage resulting
from Acts of God, extreme weather conditions or improper maintenance, such as
insufficient watering, by the owner.
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LAWN PREPARATION AND S EEDI:Nfl ,
LAWN PREPARATION: (for new lawn or turf) 3
Remove all debris from site.
After rough finish grading rototii7 or spade to a minimum depth of six (6) inches.
Re g rere as required
to rough finish grade. If topsoa`l,is required, apply and rototill
into eua stingy material.
Apply 100# of dolomite . limestone per 1000 sq. feet
Apply 50# 10-10-5 orgavic base commerc Lnl fertilizer r per 1,000 sq. feet.
.ototill above materials into topsoil a mininum twelve (12) inches. .
P.egrade to final finish grade.
SEEDING
Apply 50# 10-10-5 org anic base commercial fertilizer per 1,000 feet.
Apply five (5) pound:s new crop; blue tats seed:
Minimum germination of certified seed shall not be less than 90-14.
Minimum purity 99
- apply , _ .
Divide : . other half in
cle send in equal parts apply a.n. a north-south direction, the
the opposite direction. Fake oc�'[ in lightly with a grass rake, being careful to
distribute seed. evenly. Apply a thin layer of fine bark (1w") on the surface.,
Seed by weight: 40% Chewings Fescue
301') Creeping; Red Fescue
30"4 Yanhattsn Rye
PROTECTION AND MATNT NANCF1
Protect and maintain the seeded area by fencing, wstering; feedin •, reseeding; mowing,
and repairing as necessary, through and including two mowing&,, or as much longer
y stand grass le to the Architect.
as n..cessar to establish a thick uniform st=7nd off' r��ss acceptab
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ACCEPTANCE
Upon completion etion o the work and the passing of final ins ection the work will
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