Plans SIT2O 16 - 00004
RECEIVED
CONSTRUCTION PLANS FOR MAR 282016
CITY OF TIGARD
BUILDING DIVISION
1
ACIFIC HIGHWAY
CONSTRUCTION NOTES
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A. GENERAL , . :, r� . �"=� sw`ta" s� rr rx '�=��,.- ,:;. +� .,`� � ,;t�'='`
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PARKING LOT IMPROVEMENTS 1-
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1. ALL PRIVATE. IMPROVEMENTS SHALLBE • .." '` � � °�� ,°
CONSTRUCTED PER THE APPLICABLE fig" ky�E'",�:�p,_� s:.-' .:;: '�"� -� °`' `� � 4'� � ,. • �° ,_< t�' =�tt V�•, ;= r v A F'�
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SECTIONS OF THE UNIFORM PLUMBING CODE WITH OREGON AMENDMENTS, °' �� � t -� � .=� e..�,,. + � _ � �r� ��-. .��_. �. .-==�: �,�">. �"� ., -�.;�:.,
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AND THE UNIFORM BUILDING CODE WITH OREGON AMENDMENTS. } q3. •: - g.at.� ?r r'": �n . .sYd ppp • ;' Vii,` "` .: kt x
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2. THE CONTRACTOR SHALL PERFORM ALL THE WORK SHOWN ON THE G R D OREGON G O .`; r~ _ , , R0/..1 t , ,, .f), ., rp- - �4� .. �,
DRAWINGS AND ALL INCIDENTAL WORK NECESSARY TO COMPLETE THE ,- *.•s' #h > _ . '-"a"' :1,,, ; . . t'- , �,a , -.
PROJECT IN AN ACCEPTABLE: MANNER. ALL INCIDENTAL WORK SHALL BE ,.. x, '� v ;,. , ��., r -. g. , . (�� . .�., _„ <.. pre - � ,. �"„� , " .w „ ;,a'�` �`"ha�..•w`$n� •` ;
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INCLUDED IN THE UNIT PRICE BID FOR THE ITEMS OF WORK LISTED IN Via.= i t• mw • , r ;.,4.4,3,32k, ' _ _ a_aye.. g , „�• ” :,
THE PROPOSAL. ANY ITEM NOT LISTED IN THE PROPOSALc;i ,F;,:::..,.a .' ', 04. ^' s ; t a: • ': �w " y • , '`` :" ,.
IS , u. ..,mss ,fi . -,. - ,. « u� t s $ ,3
MAP 2S110AA TAX LOTS 0900 ,# `k � )10*- 4,34- 10--"a74--.
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3. THE CONTRACTOR AND/OR SUB-CONTRACTORS SHALL HAVE A MINIMUM OF al ::t - �.:�y',�x �<�?�''� z�; . .'#� n, �.+ {:s) � m`t�':; •• j�4',w` ��;% ��'r� �c'`��x • :� .,.Kw n�-; �+ y} ��..• {,,r �..
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ONE (1) SET OF APPROVED CONSTRUCTION PLANS ON THE JOB SITE AT u , : € -go--, `� -'{} • w '. � ��.r�Lr3,i�. ra �3 ' ;<: x ,� r , ' _ma �%y �yy• -' <.. grY
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ALL TIMES DURING CONSTRUCTION PHASES. t a Yx � '' ,
FtV�' �s{ #' SYf�sY' t } .a5"#T"4 >'�cf ,.�. i �{ �$ 4,-.: 'A'.
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4. ALL MATERIAL SUPPLIER(S) SHALL SUBMIT TO THE ENGINEER PROOF OF -;-* rr�� :,� �(7, .�;wF��,�,_�,, �}��_ *� �: � a `"-,.,3� 5..- , -� ���` 'ry •"° ,. �gp�yy��ww�°-r-F�-�`�,y�' a � "�.�" �> `�: ,; 1� ?
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MATERIAL(S) USW
TESTED IN ACCORDANCE WITH THE SPECIFICATIONS. BY , r*p _ s��n, : _- w S_. .a ;. _ < . ro, 1 , �Yw; �»�': =:
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ACCEPTANCE OF THE CONTRACT WITH THE OWNER/DEVELOPER, THE :: s? , - _ �n: ' ' u � t=" Qi7r, , 'sWr w`
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CONTRACTOR CERTIFIES THAT ALL MATERIALS DELIVERED TO THE JOB � , , :PP„ _ ,. .. t � -�„.� � + '-, >T >, �,�, � r,.� `� �; �:�• � ,�.�' max' �
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SITE OR INCORPORATED INTO THE WORK WILL MEET OR EXCEED ,,,>'C.�r., 1 ., -. ,",:M sg , - {��1',; ,.. , ., ,' 't. c Yt . - , �� . :K, 4? n�ir.�;': € yAw :s._
t>;�.. !ib ,#'� .:,e 'r: - `3';`""347-478‘.00,15;42-"-1; : z ` . V „ t�,,;. x�g1'.P. 3 3-114/44,t-. a '"+ ..;.y ..ax.,+ii+Y .;�'?=,rrv�,'+ .&�^ t `w'':s;ri'Y, e '�7. :�.>
SPECIFICATIONS. ANY MATERIAL NOT CONFORMING SHALL BE REMOVED , . .e, ' -I `' t,;�, " . •,'. ,,3� ...e „E,'. s ;t2- x1 •' r ,,,go >•r"„. r ., : : ", -' �:=47,
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AT NO ADDITIONAL COST TO THE OWNER. _ , s� ; E -' A '.. „� „`a. t 3: -a q . ,, r ' w pc,ztea - �� �� :k: �s4., x
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5. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO --Z, , ,)s.t. r y,:- -..it w �,:,t',..t i „: .> V � oc ,,�, * "'kit ,fy .�ifk ` u' <,:ayg y�q =d , ,c yw'S .,* _ t'f '� . ,k�
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BEGINNING CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY fir; ��_° t�4 �• �+.; ;,�,3 � . ;;:.. , ~ � „.�,+ . : A.- ' �, ,t�- �.��'� �-d_ ,c s'r,�x• r�w, F� . Ta �, .
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SIGNIFICANT DISCREPANCIES. UTILITIES HAVE BEEN LOCATED FROM c , ,Ey „£ ' ' 'Zfi R ,, :y , <�,••• ? : gi t"y ', g $. � +
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AVAILABLE RECORDS AND MAY NOT BE AS SHOWN HEREON. CONTRACTOR .a , � .,� _ { _, �. ._ , , _ +t;;;,, :. �`� •r .• ;
SHALL NOTIFY ALL UTILITY COMPANIES AT LEAST 48 HOURS PRIOR TO �" � � ,��. _��,* , ,�,Y 4` y; � � � 4�-�,.� ;��- ; - .� �,�„:x e; r �.��, �- � �:
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BEGINNING EXCAVATION. �.` .a�w " ' ;•; I" ,, s � �u�. '�,&�i=,f� � +' ? d� � ,t=
'',:i 131'0444'1°
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6. CONTRACTOR TO PROVIDE TRAFFIC CONTROL PER ODOT AND M.U.T.C.D. STANDARDS = ', T ., . ., f^ '� . _::..., < , ,s.. :, < ... .a ,r. ,,, . .... "v {,,. v; � � � w ,,k ,
FOR ALL CONSTRUCTION ACTIVITIES WITHIN THE PUBLIC RIGHT OF WAY. .Z �.fw
C, A• -c, ,t Cl
B. STREETS AND STRUCTURAL FILLS Q� a+je ' ' tt ;� ' '
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VICINITY MAP
1. ALL TREES, BRUSH AND DEBRIS THAT CONFLICT WITH PROPOSED IMPROVEMENTS Q' : ,��, ''',��,•',t " ` 'S;Xx� „ `� o
SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR UNLESS Q = ' �Y6f ' � .» t5� N.T.S.
OTHERWISE NOTED ON THE PLANS. , w.� 4, _ 4141, F°K" .w.a- `"z,.t . r7.
2. ALL AREAS OF CONSTRUCTION SHALL BE STRIPPED. STRIPPING SHALL AW � # r }kJ ,w .it:' ....
CONSIST OF REMOVING THE TOPSOIL HUMUS, STRIPPING MATERIALS ;:f _s 1. -' ,;1 `w .,
SHALL BE DISPOSED OF BY THE CONTRACTOR, BOTH ON-SITE AND OFF-SITE, .,4 F ,.,Ae, C %:.4, t=
AS DIRECTED BY THE ENGINEER. /'� `"-`-`�'"`:'-,` ,"S
3. EMBANKMENTS OR STRUCTURAL FILLS SHALL BE CONSTRUCTED FROM / 14050 PACIFIC 144.4.4,4,41
H ;,iteP,"�r2. " +},
EXCAVATED MATERIALS ACCEPTABLE TO THE SOILS ENGINEER AND / ` �'' - '
,_J. , -`a, t .
SHALL BE UNIFORMLY CONDITIONS TO WITHIN ±2% OF OPTIMUM / I4,,,.-4.1.5:::".".3.21"..±:
�'' `''"� ~`
ra ; ti. `' CITY OF TIGARD
MOISTURE CONTENT. FILLS INTENDED TO SUPPORT STRUCTURES OR I aK� .=t1 ,- REVIEWED FOR CODE COMPLIANCE
EACHMENT SHALL BE PLACE IN LIFTS LIFT SHALL BE COMPACTED TO 9� PERCENTT TO EED 8"OF MAXIMUMEDENSTY MEASURE // = e: r +�}�"?o "a
, -3i,;;.;-.:.cam Approved: tCSa� �� 4 I
AS OBTAINED BY AASHTO T-180 COMPACTION TEST. FOR FILL IN = ry=. +�. aw^ OTCs
PAVEMENT AREAS. 7 " ' " .t..0,"_ t
c .(V-;4 C 4,;: 4
Permit#3 a at�-.f_I,1�1
FILLS SHALL NOT BE CONSTRUCTED ON NATURAL SLOPES STEEPER THAN `�4X^ter �� -
, a i AddreeK Q.�/� 1 ..
TWO HORIZONTAL TO ONE VERTICAL. ALL FILL SLOPES SHALL NOT Suite#t
EXCEED TWO HORIZONTAL TO ONE VERTICAL. NO ROCK OR SIMILAR i
IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 8" / By: Dates
SHALL BE BURIED OR PLACED IN THE FILLS. OWNER
IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING OFFICE COPY
CONSTRUCTION, THE CONTRACTOR SHALL ADVISE THE SOILS AND CIVIL .
ENGINEER THE CONDITION FOUND AND COORDINATE HIS ACTIVITIES ELLINGSON REVOCABLE INTERVIVOS TRUST
IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO REVIEW THE SHEET LEGEND
SITUATION AND A PLAN TO PROPERLY DISPOSE OF THE WATER
INC SYMBOLS LEGEND NUMBER DESCRIPTION
ENCOUNTERED. C/O ESP PROPERTY FACTORS
4. ROCK BASE, ASPHALTIC CONCRETE PAVEMENT, CURB AND SIDEWALK
ACCORDANCE WTHCONSTRUCTION ALLTH EABOVE REFERENCEDE AS SHOWN ON THESPECIFICATIONS.ICAL ONS AND IN PROPOSED EXISTING TITLE SHEET
C. UTILITIES ROBINN RUDD CONT URc'( 10) 160 160 __ 1 EXISTING CONDITIONS & DEMO PLAN
1. ALL NONMETALLIC PIPING SHALL HAVE AN ELECTRICALLY CONDUCTIVE 22018 SOUTH CENTRAL POINT RD R-o-W - -CONTOUR (2') -
TRACER WIRE (18 GAUGE, INSULATED COPPER, OR HEAVIER, IN 2 SITE PLAN
STREET CENTERLINE - ___ _ _ - 3 GRADING & EROSION CONTROL PLAN
THE FUTURE, PER UNIFORM PLUMBING CODE.
APPROVED COLOR) INSTALLED IN THE TRENCH FOR LOCATING PIPE IN CANBY, OR 9 ! 013 PROPERTY UNE 4444 —-- —
SANITARY SEWER SS
2. ALL TRENCH BACKFILL WITHIN PAVED AREAS AND SIDEWALKS SHALL BE STORM SEWER ST 4 DETAILS
COMPACTED 3/4"-0 CRUSHED ROCK, COMPACTED TO 91% OF MAXIMUM 503-245-117 /'] SANITARY LATERAL
WATER MAIN -w w—
DENSITY AS OBTAINED BY AASHTO T-180 COMPACTION TEST.
STORM LATERAL
3. THE CONTRACTOR SHALL NOTIFY THE CITY BUILDING DEPT. AT 503-718-2439 SANITARY MANHOLE O Q
48 HOURS PRIOR TO START OF CONSTRUCTION. STORM MANHOLE O
PLANNER SURVEYOR & CIVIL ENGINEER WATER VALVE 9 0 0 PRO
4. STORM SEWER PIPE SHALL BE OF THE SIZE NOTED ON THE PLANS. F. /0
a. PVC STORM SEWER SHALL CONFORM TO ASTM D-3034 AND ASTM 789 FIRE HYDRANT �� '�
(T-1) WITH RUBBER GASKETS. tiYo Yp r eoP
b. CATCH BASINS SHALL BE OF THE TYPE SHOWN ON THE PLANS. CES NW INC. WATER METER BOX : J /
CATCH BASIN / M
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BUILDING DIVISION ,sN
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RENEWAL DATE: 6/30/17
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CITY OF TIGARD DYER
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SEE DETAIL SHEET 4 f _'�' X 6 q� a 0��6/ / 9
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{) rz.cR7 iT'x r . 941 f ' 4 £4.F i i -4/� s 6' �.Si;�' �_. n°` _ ��, •f �J/�
1/..gde. 'ac. t k i *�,,, -i, .4t r i :i' _�-, p ,rT'.-- Y+;I.:{ . . �', a s € yt;;t It'; R/W ,
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!2 i%.. I CITY I I
CURB JOINT [-SEE NOTE 5 I R OF TIGARD `�O '9,Y 2�
--2% ANGLE FILTER FABRIC BUILDING DIVISION yN DYER �..
ROAD �' -.i r,, �'"y" FENCE TO ASSURE SOIL IS TRAPPED
/� \ / [' nA MARKING
;•...:.•`,7; T-
P A V E M E N T MARKING STENCIL 4.;‘,..-•••••,••••••
, • • I,II 11. 2" OF 3/4"- CK - ■ RENEWAL DATE: 6/30/17
`I .IIrII I. . COMPACTED SUBGRADE I •
1•REBAR FOR BAG REMOVAL • •
SIDEWALK ADJACENT TO CURB
R/W CATCH BASIN GRATE , \ \.
Background 5' MIN. 6" - ■ ■■Aiir ■■ ■■ ■
SEE NOTE 5 INTERLOCKED
��2% 2"x 2" POSTS
C (stroke width) - l • AND ATTACH PLAN VIEW _
IIIIIIIIIIIIi1111iiiiiiiIll111I NTS
° : T. os - CATCH BASIN 'a L,yrqqiqtr*;f
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COMPADOF SUBGRADE ` ' �` EXPANSION RESTRAINT. I--I Q
•. ♦ USE STITCHED LOOPS I O
SIDEWALK AWAY FROM CURB .:•:'•' ,I,�I-,-�-,�I-,-�,+1' 3'minimum OVER 2"x 2" POSTS - NOTES: c I-
'. ;:`.,;i•�``� ;:i' •• '�a from
toe slope. ■ 1. BURY BOTTOM OF FILTER FABRIC 6" U O U
STORM PIPE •••:•...
VERTICALLY BELOW FINISHED GRADE �I F. "-'
NOTES: ..:.. ;•��;��;�;��4,� ....... '�� 2. 2"x 2" FlR. PINE OR STEEL LL CI-
__I A (11 I •.. ♦•�,�•,�� • 1• I` FENCE POSTS. Fes' J
1. CONCRETE SHALL BE 3000 P.S.I. AT 28 DAYS,SLUMP RANGE OF 1"TO 3".
.� �, .., 'ilk..
3. POSTS TO BE INSTALLED ON ( 2..,
2. PANELS TO BE 5 FEET LONG. .• + •��, . . �/ll �• UPHILL SIDE OF SLOPE. `J r I-
/ 'I• "'i :! ri•rir.0 �- 4 COMPACT BOTH SIDES OF FILTER FABRIC Z r•r1
3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, 9� .'•••'•i - ••,''i
TRENCH. �•♦ W
- J UTILITY VAULTS, SIDEWALK RAMPS AND AT SPACING NOT TO EXCEED 45 FEET.
•. . , , ,•: •• i1..1. U O
K. " • • . i s • . 5. PANELS MUST BE PLACED }
• ' � ! ACCORDING TO SPACING ON F"' _
4. FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT THE SAME TIME ', • - 1 '�' PROFILE DETAIL NO.940 O IY H O '^-I
AS THE CURB. THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT % 2 ' W a ce H
B WITH A MIN. 1/4" RADIUS. NTS Ln
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2")(210(4"X%"RUBBER BLOCKS O ' d5. SIDEWALK SHALL HAVE A MIN. THICKNESS OF 6 INCHES IF IT IS INTENDED AS ■ •■ d00m N
a• T-I ZPORTION OF A DRIVEWAY. OTHERWISE,SIDEWALK SHALL HAVE A MIN.THICK- FILTER FABRIC MATERIAL a. MNESS OF 4 INCHES. POLYPROPLENEm
FILTER SACK( OVEN) I i;i 36" WIDE ROLLS - I N Q 0
w N U In
6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OFSIDEWALK 1Pavement MarkingBackground: Optional: Blue Retroreflective WITH 3" DIA. PLASTIC PIPE AT 2% SLOPECONTRACTIONJOINT TOBE PLACED 0
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OVER PIP '
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Pavement Marking Stencil: White, Retroreflective WOVEN POLYPROPLENE SACK ,((1��i�/�'� ��l�I�� �� ii
7. FINISH WITH BROOM AND EDGE ALL JOINTS. - - I w' i .:•• '' FA M E
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6'MAXIMUM SPACING m
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LEGEND
ABCDE F G SIDEWALK DETAIL
DIMENSIONS (INCHES) NOTE: FRONT VIEW v
MINIMUM 28 24 3 NTS 1. RECESSED CURB INLET CATCH BASINS NTS m C u•
MUST BE BLOCKED WHEN USING FILTER p
STANDARD 41 36 4 FABRIC INLET SACKS. SIZE OF FILTER `m a
FABRIC INLET SACKS TO BE DETERMINED L N
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BY MANUFACTURER. O In
SEDIMENT FENCE k
The pavement marking stencil shall be used to designate an accessible •
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parking area reserved for vehicles with DMV permits. to
INLET PROTECTION TYPE 5 DETAIL DRAWING 4-23 REVISED 01-09 0 L. ai
O1• or;
DETAIL DRAWING 4-19 REVISED 01-09 ^
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D QcrilWTESiEP TATIO13 c0M.LT+INSIPf -
"Stancip � t 'ccessIbie grlul ,g ►I ce . 1, z
TWO RAIL HANDRAIL
o ., .: Yi*.r4 46t .,'•e it r fi J` 02 'i ' S . r ` _
„r i r _ ,r 10' 10'
�y � ,t. I max. max.I
* H varies 1-4- Var.-6"min.
FACE OF CURB DRAINAGE BLOCKOUT 34' min. I I I to 18"max. TTop rail
WIDTH OF STREET / 3" I.D. PLASTIC PIPE " 38' maX. _ - -
_ _ I _ _
-
_ _ _ __
SIGN DESIGN WITH COUPLING0 Bolt down option I
-
1" R 6" 1/2" R f Bottom rail Splice
SIGN NO. R7-8i . I
1' -I V
Finish Var. (See plans) Ip *inish
d . ' rmm. I grade ,II g �IIN Line post/ grade , I,..7- post 7-Finish grade 1`Line post ~'Q
I
12 I - ROAD 6"- ••'• • Ja1' `%' �h I% 0
• S�oZtn j /
RESERVED
2''
�' / �- Direction of traffic Boit down option
KF JE ftV�D 2 c • 1:1/Z 16" d' E n the clewhen ar zone.rail is Placed • •
1„ GG
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PARKING Concrete post foundation
2.'c
„ : ,a:, 15"square or 15"dia.round(Min.) 1
„*•••••..•,�' (TVP•) w
18" BASE COURSE - p IZI '^
6" SIDE VIEW SIDE VIEW ` FRONT VIEW N m
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Willa.. o (ON GRADE) (ON STRUCTURE) N M
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(See general note 4)
�` THREE RAIL HANDRAIL Ln a
/ I s ,. 10' 10' 2 ^ z
11/2"R 3/s" �e 1. CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3300 PSI. 2. max. max. 1 O
EXPANSION JOINTS. * H varies I --� I'-Var.-6'min. I
Top rail I--I
A. TO BE PROVIDED: I I to 18"max. /- I 7
1 AT EACH COLD JOINT. 34"min. l L
38"max. ( - - - - - - - - - - --
2)'AT EACH END OF DRIVEWAYS. IupI IIII 1I�-
3AT EACH SIDE OF INLET STRUCTURES. A A 4 $ - r Middle rail I Splice Z O
4) AT EACH POINT OF TANGENCY OF THE CURB. A NR _- ! I m LL a
5) AT LOCATIONS NECESSARY TO LIMIT SPACING �� Bolt down option = w 3
Sign Background: White, Retroreflective sheeting TO 45 FEET. II- I Var. (See plans) II rico - rBOttom rail - /.: o c J
2. CONSTRUCTION JOINTS. - min. Finish i 0
rade Finish • - -
Sign Legend: Green, Retroreflective sheeting A. SPACING TO BE NOT MORE THAN 15 FEET. g grade End post
Line post I
=it-0 p Finish rade
-
B. THE DEPTH OF THE JOINT SHALL BE LEAST 1-1/211 .11. „ f /- 9 Line post cc
Sign Symb01: White On Blue, Retroreflective sheeting INCHES. �g<• ,.d`. ' %I%I% / rn o 9 1_
3. BASE ROCK TO BE 1 1/2"-0 OR 3/4"-0 COMPACTED TO 95%OF �o"o ey-, _ j M z
AASHTO T-99 AND SHALL BE FULL DEPTH TO SUBGRADE. 5,.2co I �- Direction of traffic - BOIL down option lel Z
•
5. DRAINAGE BLOCKOUT- ` when handrail is placed
/ in the clear zone. 0
A. 3" I.D. PLASTIC PIPE WITH'COUPLING. / E . �
Refer to Standard Highway Signs book for details. B. DRAINAGE ACCESS THRU EXISTING CURB SHALL BE CORE ' Q U
DRILLED OR CURB SAW CUT VERTICALLY 18" EACH SIDEI �� / Concrete post foundation L_L7
OF DRAINED AND REPOURED TO FULL DEPTH OF CURB: ., 11T5"Square or 15"dia. round (Min.) ., m
- - ,.. �� - l :7 � gyp.) CALL.BOOK NO. N/A BASELINE REPORT DATE 23-JUL-2012 Z n
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The Disabled Person parking sign is used to designate a "` T "\\\
SIDE VIEW SIDE VIEW NOTE: Al materia and workmanship shall Be In accordance with W C7
the current Oregon Standard Specifications ^O In
ON GRADE ON STRUCTURE N E FRONT VIEW
parking area reserved for vehicles with DAN permit as stated a o
p ( ) ( ) The selectlonand use ofthis
OREGON STANDARD DRAWINGS
16-INCH CURBDETAIL (See general note 4) GENERAL NOTES FOR ALL DETAILS: Standard Drawing,while designed SHEET
NTS 1. Handrail details are based on United States Access Board Standards. in accordance with generally PEDESTRIAN HANDRAIL
a 4
2.See Std. Drg.RD771 for details not shown. accepted engineering principles
a, 0 3.Hot-dip galvanize all metal parts after fabrication. and practices,is the sole respon-
r
Vsibility of the user and should not
N 4.Structure vanes,see plans. 2015
N O 5.Handrail height(H)shall be constant within a run. be used without consulting a DATE REVISION DESCRIPTION
o Registered Professional Engineer. OF
6.All concrete shall be commercial grade concrete.
m 7. See Std. Drg. RD120 for concrete stairway.
Effective Date:June 1, 2015 - November 30, 2015 RD770
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PLANT LIST:
SYM. # ABBREV. LATIN NAME/ Common Name SIZE SPACING RECEIVED
MAR 232116
TREES CITY OF [ICARD
\ /j, BUILDING DIVISIt1
4, \ d Z
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a 1 ARR ACER RUBRUM "RED SUNSET" 2" cal. As shown N
�' Ile Red Sunset Maple r
— 1pp
4 d
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14"DTR
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SHRUBS a
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d 0 �. O \\ 1 I /i//
a y . f 1\���\ /�j/ Q 7 BMV BUXUS SEMPERVIRENS 'VARIEGATA' 2 gal. 3' o.c. Z
0 -� - \ �j Variegated English Boxwood / 7 'l
d Ie 11i�/L•�
a \ O 20^DTR / ~S "GULF `'��
`\ / 2 + 3 NDG NANDINA DOMESTICA STREAM' 2 gal. 3' o.c.
° — GHz Gulf Stream Nandina ±1.--"okuol
/ t� -4 Fr7
PACIFIC HIGHWAY , 2/ PARKING •• j� / J\\261 �� t Ludy
:'• . ,a���'0.�, \ �/ ---- .\b GROUNDCOVER
. /)
WALKWAY •
�a;.•:':`�A��� 8 EFK �/ I I I I11 \\ ♦♦♦ 20 EFK EUONYMUS FORTUNEI "KEWENSIS" 1 gal. 3' o.c.
\� :.A,. Wintercreeper Euonymus r1
"to cri
SIGN y �� �1 A� t1 80� �',� /1 0, °
��♦r♦��4� .�4 EXISTING PLANTING 41:4 ---,..,• U N°
LAWN '�`��} � TO REMAIN • •''N, + + 46 MR MAHONIA REPENS 2 gal. 30" o.c. 1 a'°=
:.
+♦.♦`0ALA4 - + -I Creeping Mahonia U o
/ . r al, �� 12 EFK bS'i _ ,, n E. c
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WALKWAY 2,134 S.F. FINE LAWN AREA
`���'����� See Specifications on Sheet L2.0 W o"o
� '� ���/ 7-BMV under Outline Specifications Planting and Seeding by
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4 Y al,' ... -� w,N
(-- Wi GRASSES 0
-:, �A 0 23 COE CAREX HACHIJOENSIS 'EVERGOLD' 1 gal. 18" o.c. F.T. m`stiNiils -
r, yy I ''" 23 COE Carex Evergold Sedge AL
/� + 3-NDG EXISTING PLANTING
irz c•" DT4 1-ARR 40jc� ; R � ? r
N.
• , r. 1 jaq. ,1 46-MR W i
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7y_� . ' . � ' �L I XISTING PLANTING H
"�- -cXISTING TREE \�- F P- 1� TO REMAIN O ��
VAC 47 ' \ \ '\ \ I \ I/,//
AIN �1 >
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LANDSCAPE PLAN / CD o Q
SCALE 1 " = 10'-0" I GENERAL NOTES: DATE
1. Contractor is to verify all plant quantities.
2. Adjust plantings in the field as necessary. 12-02-2015
3. Project is to be irrigated by an automatic, underground system, SCALE
which will provide full coverage for all plant material. System is to be NOTED
design/ build by Landscape Contractor. Guarantee system for a DRAWN CHECKED
minimum one year. Show drip systems as alternate bid only.
4. All plants are to be fully foliaged, well branched and true to form. CW JLO
5. Contractor is to notify Landscape Architect and/or Owner's SHEET NO
Representative of any site changes or conditions that may be
detrimental to plant health or cause future problems. L1.0
1 OF 1
OUTLINE SPECIFICATIONS PLANTING AND SEEDING:
GENERAL: All plants shall conform to all applicable standards of the latest edition of the "American Association of Nurserymen Standards", A.N.S.I. Z60.1 — RECEIVE
1973. Meet or exceed the regulations and laws of Federal, State, and County regulations, regarding the inspection of plant materials, certified as free from
hazardous insects, disease, and noxious weeds, and certified fit for sale in Oregon.
MAR 2 8 2016
The apparent silence of the Specifications and Plans as to any detail, or the apparent omission from them of a detailed description concerning any point,
shall be regarded as meaning that only the best general practice is to prevail and that only material and workmanship of first quality are to be used. All CITY OF TIGAF D
interpretations of these Specifications shall be made upon the basis above stated. BUILDING DIVIS ON in
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Landscape contractor shall perform a site visit prior to bidding to view existing conditions. rn
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PERFORMANCE QUAUTY ASSURANCE: Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary horticultural
practices and who are completely familiar with the specified requirements and methods needed for the proper performance of the work of this section.
NOTIFICATION: Give Landscape Architect minimum of 2 days advance notice of times for inspections. Inspections at growing site does not preclude
Landscape Architect's right of rejection of deficient materials at project site. Each plant failing to meet the above mentioned "Standards" or otherwise
failing to meet the specified requirements as set forth shall be rejected and removed immediately from the premises by the Contractor and at his expense,
and replaced with satisfactory plants or trees conforming to the specified requirements.
SUBSTITUTIONS: Only as approved by the Landscape Architect or the Owner's Representative. -
GUARANTEE AND REPLACEMENT: All plant material shall be guaranteed from final acceptance for one full growing season or one year, whichever is longer. 1-
a
During this period the Contractor shall replace any plant material that is not in good condition and producing new growth (except that material damaged by 0
severe weather conditions, due to Owner's negligence, normally unforeseen peculiarities of the planting site, or lost due to vandalism). Guarantee to replace, -
at no cost to Owner, unacceptable plant materials with plants of same variety, age, size and quality as plant originally specified. Conditions of guarantee o
on replacement plant shall be same as for original plant. Z
Landscape Contractor shall keep on site for Owner's Representative's inspection, all receipts for soil amendment and topsoil deliveries. .(iikk r
t1.et
PROTECTION: Protect existing roads, sidewalks, and curbs, landscaping, and other features remaining as final work. Verify location of underground utilities ti _-_b. w z ,"ltj,
prior to doing work. Repair and make good any damage to service lines, existing features, etc. caused by landscaping installation. ` °j0 Q n e,
PLANT QUAUTY ASSURANCE: Deliver direct from nursery. Maintain and protect roots of plant material from drying or other possible injury. Store plants in ,Eal 7r "u E7
shade and protect them from weather immediately upon delivery, if not to be planted within four hours. vir`� --„z w !!,
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1 •0 Nursery stock shall be healthy, well branched and rooted, formed true to variety and species, full foliaged, free of disease, injury, defects, insects, weeds, 1,
�Lfl(j/' , and weed roots. Trees shall have straight trunks, symmetrical tips, and have an intact single leader. Any trees with double leaders will be rejected upon •��
-�� ' FINISH GRADE inspection. All Plants: True to name, with one of each bundle or lot tagged with the common and botanical name and size of the plants in accordance
' Z-_ with standards of practice of the American Association of Nurserymen, and shall conform to the Standardized Plant Names 1942 Edition.
- I\ s' 2 1/2" BARK MULCH
������ov��e,�n�o���o�iv... _rr ��.���., uu� Container grown stock: Small container—grown plants, furnished in removable containers, shall be well rooted to ensure healthy growth. Grow container r)
1l—III 1—�� plants in containers a minimum of one year prior to delivery, with roots filling container but not root bound. Bare root stock: Roots well—branched and M
_ BACKFILL SOIL MIXTURE
=i_ fibrous. Balled and burlapped (B&B): Ball shall be of natural size to ensure healthy growth. Ball shall be firm and the burlap sound. No loose or made E
I-il 11— Ai '11)'I WITH FERTILIZER ball will be acceptable. n m 8
ii ui-iii-
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2 X ROOTBALL EXISTING SUBGRADE TOPSOIL AND FINAL GRADES: Landscape Contractor is to verify with the General Contractor if the on site topsoil is or is not conducive to proper plant ^ rn
growth. Supply alternate bid for imported topsoil. u o
Landscape Contractor is to supply and place 12" of topsoil in planting beds and 6" in lawn areas. If topsoil stockpiled on site is not conducive to properc
0 SHRUB PLANTING DETAIL plant growth, the Landscape Contractor shall import the required amount. Landscape Contractor is to submit samples of the imported soil and/or soil
NOT TO SCALE amendments to the Landscape Architect. The topsoil shall be a sandy loam, free of all weeds and debris inimical to lawn or plant growth. Cf) cn
C..) p
Landscaping shall include finished grades and even distribution of topsoil to meet planting requirements. Grades and slopes shall be as indicated. Planting E— 20
bed grades shall be approximately 3" below adjacent walks, paving, finished grade lines, etc., to allow for bark application. Finish grading shall remove all o I
depressions or low areas to provide positive drainage throughout the area. o rn
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PLANTING SPECIFICATIONS: d • o
HERBICIDES: Prior to soil preparation, all areas showing any undesirable weed or grass growth shall be treated with Round—up in strict accordance with the W ma
manufacturer's instructions. a 8
d ..@s-
SOIL PREPARATION: Work all areas by rototilling to a minimum depth of 8". Remove all stones (over 1)z" size), sticks, mortar, large clumps of vegetation, C..) (i) .
roots, debris, or extraneous matter turned up in working. Soil shall be of a homogeneous fine texture. Level, smooth and lightly compact area to plus or U) .
minus .10 of required grades. Z ,D r7)
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In groundcover areas add 2" of compost (or as approved) and till in to the top 6" of soil. < i N
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PLANTING HOLE: Lay out all plant locations and excavate all soils from planting holes to 2 1/2 times the root ball or root system width. Loosen soil Z '
` i& inside bottom of plant hole. Dispose of any "subsoil" or debris from excavation. Check drainage of planting hole with water, and adjust any area showing W Yo
_-•`�/�� drainage problems. E-I 'r)
E-4 re
=`V' — I CHAINLOCK TREE TIES SOIL MIX: Prepare soil mix in each planting hole by mixing: C M o
w (OR AS APPROVED) 2 part native topsoil (no subsoil) rn
1 part compost (as approved) M
2" x 2" D.F. STAKES
0 2 Thoroughly mix in planting hole and add fertilizers at the following rates:
1-o CROWN OF ROOTBALL TO BE Small shrubs — 1/8 lb./ plant
= l 2" ABOVE FINISHED GRADE Shrubs 1/3 to 1/2 Ib./ plant
ro CA a) Trees — 1/3 to 1 Ib./ plant
N
2" MOUND FOR WATER BASIN
oauy��a�y�tgena�1M2 1/2i Al10111111111 " BARK MULCH FERTIUZER: For trees and shrubs use Commercial Fertilizer "A" Inorganic (5-4-3) with micro—nutrients and 50% slow releasing nitrogen. For initial
II I I— FINISH GRADE application in fine seed lawn areas use Commercial Fertilizer "B" (8-16-8) with micro—nutrients and 50% slow—releasing nitrogen. For lawn maintenance
1 i BACKFILL SOIL MIXTURE al use Commercial Fertilizer "C" (22-16-8) with micro—nutrients and 50% slow—releasing nitrogen. DO NOT apply fertilizer to Water Quality Swale.
1-6'MIN. �� �I WITH FERTILIZER
PLANTING TREES AND SHRUBS: Plant upright and face to give best appearance or relationship to adjacent plants and structures. Place 6" minimum, lightly
2 to 2 1/2 XROOTBALL EXISTING SUBGRADE compacted layer of prepared planting soil under root system. Loosen and remove twine binding and burlap from top 1/2 of root balls. Cut off cleanly all Q
broken or frayed roots, and spread roots out. Stagger Plants in rows. Backfill planting hole with soil mix while working each layer to eliminate voids.
When approximately 2/3 full, water thoroughly, then allow water to soak away. Place remaining backfill and dish surface around plant to hold water. FinalI
O DECIDUOUS TREE PLANTING DETAIL
NOT TO SCALE grade should keep root ball slightly above surrounding grade, not to exceed 1". Water again until no more water is absorbed. Initial watering by irrigation 'R
system is not allowed. v
—
STAKING OF TREES: Stake or guy all trees. Stakes shall be 2" X 2" (nom.) quality tree stakes with point. They shall be of Douglas Fir, clear and sturdy. I
Stake to be minimum 2/3 the height of the tree, not to exceed 8'-0". Drive stake firmly 1'-6" below the planting hole. Tree ties for deciduous trees I
shall be "Chainlock" (or better). For Evergreen trees use "Gro—Strait" Tree Ties (or a reinforced rubber hose and guy wires) with guy wires of a minimum V
2 strand twisted 12 ga. wire. Staking and guying shall be loose enough to allow movement of tree while holding tree upright.
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MULCHING OF PLANTINGS: Mulch planting areas with dark, aged, medium grind fir or hemlock bark (aged at least 6 months) to a depth of 2" in ground CD
cover areas and 2Y2" in shrub beds. Apply evenly, not higher than grade of plant as it came from the nursery, and rake to a smooth finish. Water V w
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thoroughly, then hose down planting area with fine spray to wash leaves of plants.
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FINE LAWN AREAS: In fine lawn area apply Commercial Fertilizer Mix "B" at 4.5 lbs. Per 1,000 sq.ft. and rake into soil surface. Establish an even, fine ( z
textured seedbed meeting grades, surfaces and texture. Sow seed with a mechanical spreader at the uniform rates as noted below. Rake seed lightly to Q
provide cover.
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SEED: Bluetag grass seed conforming to applicable State laws. No noxious weed seeds. Submit Guaranteed analysis. l/ 00 J
Fine Lawn Seed Mix: To contain 50% Top Hat Perennial Ryegrass, 30% Derby Supreme Ryegrass, 20% Longfellow Chewings Fescue (Hobbs and Hopkins Q W I-
Pro—Time 303 Lawn Mix or as approved) Sow Seed at 5 lbs. / 1000 sq. ft. 0 a LU
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MAINTENANCE OF SEEDED AREAS:
Fine Lawn Areas: The lawn areas shall be maintained by watering, mowing, reseeding, and weeding for a minimum of 60 days after seeding. After 30 DATE
days, or after the second mowing, apply Commercial Fertilizer Mix "C" at 5 lbs. per 1,000 sq. ft. Mow and keep at 11A" to 2" in height. Remove 12-02-15
clippings and dispose of off site. SCALE
AS SHOWN
GENERAL MAINTENANCE: Protect and maintain work described in these specifications against all defects of materials and workmanship, through final
acceptance. Replace plants not in normal healthy condition at the end of this period. Water, weed, cultivate, mulch, reset plants to proper grade or DRAWN CHECKED
upright position, remove dead wood and do necessary standard maintenance operations. Irrigate when necessary to avoid drying out of plant materials, and CW JLO
to promote healthy growth.
SHEET NO
CLEAN—UP: At completion of each division of work all extra material, supplies, equipment, etc., shall be removed from the site. All walks, paving, or L2.�
other surfaces shall be swept clean, mulch areas shall have debris removed and any soil cleared from surface. All areas of the project shall be kept clean,
orderly and complete.
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