7607 7357 SW BEVELAND ROAD r F�y
i
1
u.
t
FIR
54703�F�`
MATCH WIDTH kEXISTING WGRADE
.•AY SAWCUT
3 4" R .-- EDGE r z IOPSOU. Suer. IN, •• OREGON
{ CURB JOINT / - 6 I DRAINAGE BL.00KOUI' - - A IIATGM E1EIS.0 M
Ll
f---- 5' MIN - -- SEE NOTE S NOW - 3" LD. P'AST1C -------- �_ R w L INE � I R AS • ••• ' v
TT 1•
PIPE W/Lt)UPLING / SFE NOTE 4 DIRECTED BATE MATERIAL \v,� Y S 2� ~
_ b ---� DRAINAGE BLOCKOUT N __ VARIES \ I�
•.Ix _ � - SEE NOTE 3 - - - -,- -- -
R A �- ._ r PIPE W/COUPLING ROAD 6 --- --- -- { e J /
• 1` 1" R <R RENEWS 6 30 O5
• 16" 5' MIN � SEE NOTE 2 ••�•�. NOTE J � �
2" OF 3/4•-0• BASLWXX p. • c 6" 2
J� �' .. • ' :•• ..MAX. _L -._ SIDEWALK
COMPACTED SUBGRADE p •0• • °O I .• •_ " • ---- 1 _-- -- I I I �
••.•.
o 0 O • •' BASE COURSE--� 6 A CF
O O 0 -----24"-- --- 6' ( 30' MAX 6
SIDEWALK ADJACENT TO CURES oo G(, 4 •.• ---
PLAN
X�10' MIN yy�,I •��,
+--,--- 5' MIN --- ROW ( I c ELAN ID a
p. 1. FOR USE ALONG MEDIANS, GUTTERS NAY BE REDUCED WITH PRIOR �� y �
�- APPROVAf. FRCJH THE CWT ENGINEER. = J �•,
2. CONCRETE 10 HAVE A BREAKING STRENGTH OF '3000 P.S.I. AFTER 28 DAYS.
ROAD
- N
O a vc� r� Cj
3. EXPANSION JOINTS: -;1/4" 1 C7 O
CL a It 0
!' OF 3/4'-0` BASEROC'c A. TO BE PROVIDED STREET _ -- -r,� ly Q O
f NOTES: 1) A T EACH PORK T OF TANGENCY OF THE CURE. A,' M,
COMPACTED 5U®GRA0E J 2) AT EACH COLT) JOINT. ,♦ _ - Qy
1. TRAVERSE EXPANSION SUINTS TO BE PROVIDED AT EACH POINT OF TAIVGENC'! 3) AT EACH SIDE OF INLL 1 STRUCTURES. ti" 6" MIN 6" MIN C� O • j
SIDEWALK AWAY FROM CURB OF THE CURB & AT OTHER LOCATIONS AS REQUIRED TO LIMIT THE SPACING 4) AT EA(k1 END OF ORIvfWAYS (3 4- AGGREGATE
+- 0 r LL ul ~ Z
SPACING �• (3/4`-0`) COMPACTED 6` MIN' REDOING BELOW o?�"' U T O
NOTES TO A MAXIMUM OF 20 FT. 5) AT LOCATIONS NECESSARY TO UMIT „PACING TO 45 FEET, aii•CTION A-A OUTSIDE OF PIPE BELL Q D< 0 O O ('
f B. MATERIAL TO BE PRE-MOLUED, ASPHALT IMPREGNATED, NON EXTRUDING, 6" X 6` 10 GA MESH
1 Lj
2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL ODOW ~ IY t
t 1 CONCRETE SHALL BE 3000 P.S.I. AFTER 26 DAYS. 6 SACK MIX, SLUMP RANGEWITH A THICKNESS OF 1/2 INCH. SEE NOTE N0. 4 1 0 _j Lf)z Q 0
OF 1-1/2' TO Y. WITH A MINUMUM THICKNESS OF .12" _ _ �� Q J z = (i%
4. CONTRACTION JOINTS: „ jr��- C Li O U N
3 TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 10 FEET APART ��
I 2. PANELS TO BE 5 FEET LONG. NOTES \> �j�\� ,Y U C) 0
WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS 5FCTIONAL AREA, A. SPACING TO BE NOT MORE THAN 15 FEET. � LLJ
Ln
8. THE DEPTH OF THE JOINT SHALT BE AT 1£AST 1 1/2 INCHES. 1, CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. J Q L+1
3. E?(PANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, 4. CONCRE•fE BREAKING STRENGTH TO 8E 3000 PSI AFTER 28 DAYS.
• U1ILITY VAULTS, WHEEICHATR RAMPS, & At SPACING NO; TO EXCEED 45 FEET. 5. BASE ROCK 2"-0 OR 3/4--0, 95% COMPACTION. BASE ROCK SHALL BE TO TRENCH FOUNDATION -- U � L!1
2. CURB JOINT SHALL BE TROWELED MTH A MIN 1 STABIUZATION, AS REQUIRED O fV
5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN, OF 2 FEET SUBGRADE OF STREET STRUCTURE OR 4' IN DEPTH, WHICHEVER IS GREATER. /2 RADIUS ALONG BACK OF CURB. UT
I AND MAX. OF 3 FEET FROM PROPERTY LINES. \ w 00 w r^
4 FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT T►, SAME TIME AS THE 6. DRAINAGE BLOCKOUT - 3` DIAMETER PLASTIC PIPE: 3. EXPANSION & CONTRACTION JOINTS SHALL EE 1/2" PP.EMOLDEC ASPHALT IMPREGNATED > � `1 O
CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED ,k :VT HATH A MIN. 1/2` RADIUS.
5, SIDEWALK SHALL HAVE A MINIMUM THICKFIES5 OF 6 INCHES IF MOUN rABI r A. 3' LD PLASTIC PIPE HATH COUPUNG. MATERIAL OR EQUAL EXTENDING FROM SUBGRAiDE TO FINISH GRADE. NOTE: w � C`J Q �
CURB IS USED OR IF' SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB C 6" X 6" 10 CA MESH REQUIRED FOR COMMERCIAL DRIVEWAYS ONLY. 1. SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING.
OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. SAW CUT VERTICALLY 18' EACH SIDE OF DRAIN AND REPOUREO TO FULL DEPTH OF CURB, 2. JOINTS TO BE TACK AND SANDED.
6 1DRA1N BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2,0'
PLASTIC PIPE AT 2X SLOPE. CONTRACTION J04FIT TO BE PLACED OVER PIPE 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMUL`iIGN.
AND A MAXIMUM OF 3.O' FROM PROPERLY LINES.
- In
,.-
Ire)
✓ M
M (p'• Q
-�-. •+•Ile IA No SCNE - M410Kdt trn N0 'SCALE -- AI•IDO w NO SCALE AP6400/•Err -- �"- Z O�
Ni, TGIF •/••a1fD t'' NO Y u[
-- - ---- P. OIALtlAS OWII u"o•IOART•EI1T - _
STM P.
�� ftltftK•t� oMz No. STANDARD
AOt1SnM f• DUMAS \ O•vIEFRlr.O IA7•A1EOl1 an to IN"a�T CURB � GUTTER Ili l" ,M,;a,o A(A1Slr1 �O+pUFAAS LUG NO Af,U511N P, BUENOS � a
/ or,".tl•••�,w.•ATrtrt _ CONCRETE orD. No. qFT afof�l o"'a• NO. L.IalawNc Ixv,KT••},T � h
�..r,. «1. �G I W am STANDARD CURB 1....d...l&no WNAL am"$am Is,*•• "r.i.p «F,coomp TRENCH DK, NU �
1� On"07M i�> MARCH IN& .SID.WALK 120 MARCH It" - t MAROH t9w __ - � •1>Q •,.•IR 11•A,auoaF�•utas
F aTWr ar 1T�f+p 3ill�t - 2 5 orlF�►INeaTr 26 oTT11 as twMo "" ' ••• MARCH ,rrQ11 DRIVEWAY 42 �" clAM-�Ti1Mnl MARCH 19" BACKFILL 80 O
t:TTI�� .wrw nat �t 0018.4 DAW �� At�rwr ar ifs 'i vara as Q
Ili
In
RAMP TEXTURE
" ITER DETAIL �- 4' .-� 4' g• v; co
�
CROSSWALK
T FLUSH
5� 8.09: STRIPING =IIg-m - 12:t 1 -- - �~000 r
4" P.C. CONCRETE- I �!I G 00 cs o0Q0 0 0°
� �/
�TI 0
TI oo c�c o o
4' A �' q 2" 3/4"-0" AGG. BASEROCK •coaoGb d: �
---- � SECTION A`-A � �-
2, NOTES: �,� , ,• III
�^ I 1, CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. !N 2rJ DAYS. \
b'
100
2. CONTRACTION JOINTS SHALL BE SCRIBED 3/4' DEEP ANO RAMP PANELS SHALL. B': 1�13E EDGED ON 4 SIDES. U O OO
3. EXPANSION JOINTS SHALL BE 1/2" ASPHALT IMPREG14ATFU MATERIAL OR EQUAL. I I �
�_- ?�� 4. SURFACE SHALL HAVE A MEDIUM BROOM FINISH. i 0.90' I co) G G
f� co
TRUNCATED DOME 1-.• „SVD
PLACE TRUNCATED DOME DFTECTA&F WARNING TEXTURE IN THE LOITER 24" OF THE THROAT OF RIE kAMP OEIAIt. r CURB
ONLY. ARRANGE DOMES USING .N-UNE PATTERN ONLY AS SHOWN IN DFTNI RIGHT. COLOR Of TEXTURE
TO BE SAFETY YELLOW FOR CONSTRUCTION OF SUIEIWALK PAMPS OUTSIDE OF PUBLIC RIGHT-OF-WAY, RAMP TEXTURE
OW.. WITH STATE BUILDING CODES, PATTERN DETAIL
PLAN VIEW
WHEELCHAIR RAMP I)1_;'fA1L W _,
SIDEWALK ADJACENT TO CURB
NTS
7' -0" - - 8' PILE - �'-2.0' -- - a z
I 18" CAST IRON 9101 PLAN
VALVE BOX TOP PROpum LINE OR 0CATE FRAME AM OOVM a
1 I UTIIITY LASD9KW \ OVER LEDGE OF AT (FASTLOT TO
SERVED BE TB" " MIN. BREAK FLANGE SIDEWALK OCTAL POR GRAIM MM No 17' IN (MOTH W 7
MIN -�'e" 1,IAX.
I w \- r OK KTWM J
L+1
~ � • >,:. 1• STANDARD CJEST RAW •IfOM-ArAME p1Q1T �� � • � Q (' n
d1AW O NQ HO PIPE 512E AS SP umm SECURE 2XA 1N P,ACE - Q
1 1/2 ';" DRAIN R �� WTANDARD MANHOLE AGAINST PLUG W/ EIACMFILL S h
-- -- PROPERTY LINE TAR PAPER (MOI,i _- RI/10 TO PREVFIII ?Il1G BL.�MtOFF
•t tn 1 �- � 6" DUCTILE IRON PIPE i, . -
MAXIMUM 2•l MOM j
• + : sTo�E Ix sAwTARr Ton OF nRST sTIEr • `/
RESTRAIN ALL JOINTS W/ L.:. 4" MIN. STANDARD riRA AA cMY ptt
' - ttT19w MANN Io TOn OF cAS11No--- Ko.1DRAMtNG NQ ,10 sA/sT a
� � "FIELD LOK" OR EQiJAi. GASKETS tuTptTKtl/r FRAME Aro r�vETR SEE
-� FINISH ORAJDF. ': • / NOTES•.
TE.) - S' •s,•" I. FOR WW CONSTRUCTION W.L 9M SEWD AND SIOF.STORM PrOM - STT IAAME IN NON-SHRINK
Y /
_--� lr1• 1 �,,•_ --MMT�tTNi1T PM[ PLUG CCHWCTKINS To S^ NO 10"WWf SIAL. K YIN FACTORY
OR(A.T .F 1
< � " FAS1UCalED TEEN'{T1TW06 UNLfsi OnIl1Hr.1 AF'PgO1RA 7X4
3 0. ,", �- g MEGALUG RETAINEP, MIN Mtn Z P+rf MAMMAL SNAU 9E CTE W INE FML004 NOTES: - -- _ � " �
PROPERTY UNE AND LOT GLAND EBAA IRON I "•• A PVC I-!ASTSNAaA L_ `r
( ) +•• • AA.i F'w� St1ALL r[OOl1>tl BODED: T F GRADE RINGS (2`.1',Wi •�)
1 1. All PECAST 4N111Q� SCC11pNS STtAI: CONE CAY 10 111E I�
NUMBERS MAkKFD IN *RITE ` • � 4 +� WAX FEIN WKTA"WE tICIICIIS MAYJMUM 12'
CONCRETE PIER 6 GATE VALVE `� RF OUIRCMEN Ts a As rM c •�R
F- • • ' 4 MINIRM W Ir F'OR A ON .Toll STOMA SOC P1PL1SiJ{ Tl STRENGTH Ji 3000 PSI, AND SI SH OF 7' TU 1'. !ET 'N NON-SHRINK GIRCAIT V
PAINT ON FACE OF CURB BLOCK >Y ria aiARAfIQ �'k.
. 2 ALL POURED IN PLACE CONCRE It SHALL NA4[ A lB DAY
FLG. x M.J. of ., wlallllll Oi r MgMp 9. onNo�rE ASTM G-11, a-:
rE (SEE NOTE 1) ♦ • �. f. DUC111F IRON rA�-TO : STANDARD ECCENTRIC o
SIDEWALK WITH PLANTER • . . CTilJtlalT I K, DINTS STALL �E NAIAD MIH E7, RAM
K, 0-4PLASM
1.Dr - •• • +;• JL-,0,00"
T: TOTAL Ilr(:TH OF /lU LAIN GASKETS SII(]I AS KENT ti Al NO, 7. RW-NECK, 04 AN • ]I' r)t)NF �
PLAN �_. M.J. x 6` FLG. TEE
�7 M. 1 APPROVED EQUAL CANFORYRiC TO IEUERK SPEC11CAnON
STRIP'[� Q AS SH01W1 ON APPROVED SFT OF Pl/Ws 55-500210-
AT CURL) � S • • ARKIIIGS TO FACIE STREET < 4 All PINE CONNECTIONS TO MAN44CAL 94ALA BE
" j :fy�• 1 " HGGHT WA t"TIGHT
__
OF GROUND MAGNET) a• .' • ��
SIDEWALK ; • 2X4 8 PIPE CONNECD CH OF 2�' DR uRfA1II1 91A.L REOU1Nf' • MANHOUE 2701 MIT v IY �+
3" MIN. BREAK FLANGE R N COLOR CODE SURFACE SURFA TF3 E v1 MANHOLE AND NS OFF r,P I) SID DRANNO NO. 100 O
•a • LOTW ! PIPE CONNECnpN5 OF f011f1 rlp MORE MMNUNE� 5HN1 A MANHOLE SECTION
MAX. ` . '• _ - (gtEDl-SANITARY) 7 "FCAPRE A MANHOII CONNLLtIO01 ANf CHANNEI DETAI, (YMIApIE 1'-+►')
��TII��� . ` • LYNTE-SLOW) I F PRO%RDE A MINIMUM OF MANNOIf IWALL KTVUN•PIIP IBRIAXONTACT UTSAS MEASURED
CN THE\ ' :''� �:!• ,• 1 B SWAKOU h(OFWALL FOR IPE FACU OF NE tgHAL101FW 2- MINIMUM AND
, - Q .�-
NOTE: \ -_. LABFt MAGNETIC TAPF_ MTH BLACK LIEMYING p5
/ 4' MAXIMUM OfAR OF NPF WAIL
`�1 GROUND SAN1TARr: 'CAUTION W-WR BUWD BELOW.'
1. HYDRANTS 1Ci BE MODERN MUELLER IENT11RtON, A-442,(OR APP'D EQUAL) 8" MJ, 5 1/4" • Slt>fRu: "clwTtpF 5TTX•M DRAIN RIIRIFD eElow• rI nas r>frAn LM1TD To MAIuIAuI: INTERIOR DROP OF 2/' --5•yUM
>IF•�-t^�tt.*trf • •' l FOR SANITARY calwlFcnoN Awn •R' rol) 5Trt1M
MV0 3 PORT - TWO 2 1/2" PENTAGON OPERATION NUT, OPEN LEFT MATH THE FOLLOWING: S-' •..,i. X ?_;' v1 Ace le• ABOVi Tt)<'GF Pp'E AND AGNNst tx• cowlEcnaN
t S •:. to WATFRn T T N
' t`.. w Aw•Ex vr+oor MAN aF FRAME AND cov1FR
A. ORI. RESERVOIR .� /
It'IJSTUMER SIDESHALL BE USED KF ALL EASEMENT Ill: OFT S1TttET AREAS
F- -- B. BRONZE ACTUATION NUT •F��s \ \ - - - -
C. BRONZE SEAT RING
El_[.\'AT10N G. WEATHER SHIELD CAF ��,• INP[ -- � ~ \ _4A�MIN. I m
E. SAFETY SLEEVE COUPLING _ - _ (� may ) I' 2' MIN FT�ar TGP of Z o
'1" �- ' `�i E: PLUMBING CODE . d j AZT,.• ATL•y, •a j��.,. ' }.� j G► F•1.7G �; /twAAI Y tEDQ
CTRL'.fA17[1M• 1 PIPE TO MANHOLE ,_�
F. THREADED NOZ21.ES WITH "0 RINGS �.•:•,tf _ _ - 1.
NATES: � FOR DEPTH OF COVERS �. •� '.'a._4 . �'4 •' .u� - � - �
G. NATIONAL `TANOArZD THREADS `� aa»nl;AL NI wA�Of TIE mcnoN 42 I_
,� 2. SAFELY CHAINS TO BE REMOVED. 3/I tR11T. AL!!)(k!1 OF PIPE -� _-- '
1. SURVEY0R TO INSTALL TEMPORARY / _� >� � ' `1 In
I� 3. HYDRANTS TO BE PAINTF;: USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED - 0 w
HUB AND KEA T STAKE: OR BY DISTRICT FIRE MARSHALL. 3/4` fCll PlAtllo PPR �4"-a • a• MINIMUM SLOPE F-QR 3/1•-0 PIPE 7oNE
METERGUARDINSTALLATION.
LA LOT LINE FOR - 4 14YLDRANT TO BE INSTALLED TRUE AND PLUMB �. e' PIPE .• (Iola MATERAI AS SPECIFIED I X11 f T
METER INSTALLATION 5. NO OBSTRUCTIONS WITHIN 3' 0` RADIUS OF HYDRANT. TIE
2. IN_.TALLED BY CITY OF TIGARD METER 6, IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED •0 1• nwE - 0.020
_SUPI.OttT Tu MIH 1T MINIMUM OF R•-0` CtMIPACTFD_ •' i • • ..• _ ._yW; � r_
7, VALVE. BOX TO BE IN ACCORDANCE WITH SIANDARU DRAWING NO. E,03 OR AS APPROVED af0r)ING ORAVEL BASE MATUMAL
ANGLE STOP NOTE OONCRETE ENCASE MnFM NTE SECTION IIID 40 NM W CONCRETE PIPE / MRNIMU•• •"Cr vom ELLVATION f
BY ENGINEER .�.. :r., T .,.:•<'«
-TYPE "K" SOFT 8, THRUST BLOCKS aHALL NOT BE PLACED AT HYDRANT LOCATIONS.
COPPER TUBING
Mn SCALE
�AS •
NO Wks! A�Tw P. DUMAS SIDE SEWER SIDE SITORM (-��
i tt1oIWFRNo�nr4e•TtIT -- -- 3/4 dC 1 tIRTa I Du'A1nelT -- FlRE HYDRANT �. No. STANDARD CLEANOUI �/�y1�� ��y�� � STANDARD MANHOLE:
11
I1t•♦•t ML LM 1/R.•Y• _4<50 �•►.�.� �.�Al,v i t vim.• {
ow onwal....R k dew. PIPELINE 0%f••._Ilar•Af Ill
wA1•tlYtI►wil MARgI 111M
WATER LR .7f R 714 . LO ---. �� �„ WARM 1..� ABLY 4 DRAWING NO. 170 DRAWING N( 01 n
Elm juM1M `+a 'HER > ANTI'�yaw "" nln AWING NO. 150 -- �_ REVISED o2-0, -- ------- ^-------- _01 - - -
•rw�lr MR STM r•le•1►trN REVISED 02•-0.3 Clr.••�IINr••M ItMr.
�1
.....''+A+'1RiAp;•IW.tidlguL+N�•iA 1.MrM.v..r...rrW6'h.4'fI'ItYt6.":'.rNh"A�,,.,. .. AW
• �, •:
Fill
• i :.l : , , ;I Illi 1111�11i1 NUI ILII ILII IIIt1111 1111 Ili! 1111 III, 1111 1111 ILII ILII II11 till IIIllilll III! ILII ILII 1 '•*''
LEGIBILITY STRIP Cm I I I I I I I I ( i I , I I I lllllllfll 111111 {mullillllllll Illlllll .III 1111 I I I ILII 111111111111111111 roll III II 1111111111 III 111 I N 1111Th dull,
f 1 I i 9 3..
14
IO44161 pr 1 l +
9 >{i 10 2 3 18 IIy II6 II9 210 2�1 ?�2 213 214 2�5 2It3 217 2�EI 2I n
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r �
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gat '
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:. > •,..:.•r ` ": '.. .'. .. .. _ .. '��- 4 K!� �+"4,. 4 :� rl,' .f a:'tl :.r. ).-i :�. v ""4 �i: ....-.-; .'.. :: • ., ' .,.".:. a -
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OUTLINE 'MEI PLANTING NDS DIS • . • . .
10-ICB . . . ...
... . . ... . .
I
4-AkH /�14-NDM
GENERAL All plants scroll conform to all applicable stundards of the latest edition of SOIL PREPARATION: Work all areas by rototilling to a minimurn depth of 8 inches. �F ••, •'. ;',
I 10-Ice �3-FSr
41
the "American Association of Nurserymen Standards", A.N.S.I Z60.1 - 1973. Meet or Remove oil stones (over 1 1/2" size), sticks, mortar, large clumps of vegetation, 19-NDMI
exceed the regulations and lows of Federal, State, and County regulations, regarding the roots, debris, or extraneous matter turned up in working. Soil shall be of a -14-NDM -3-APB „•
k inspection of plant materials, certified as free from hazardous insects disease, one homogeneous fine texture. Level, smooth and lightly compact area to plus or minus 2-FPP -'O-ICEI
i noxious weeds, and certified fit for soie in Oregon .10 of required grades. _.: _.. �� aLn
1
I The apporer t s:lenc-" of the Specifications and Plans as to any detail, or the apparent In groundcover areas add 2" of compost it
as approved) and til, in to the top six 1 0
it w,
omission fror►. ,nerr of a detailed desert t,on corcernin an point, shall be regarded as Inches of soil. - '
P 9 Y 2-ARB-
' 14-NDM a I I I
meaning that only the best general or,�cticg Is to prevail and that only material and
workmanship of first duality are tam use 9 All interpretations of these Specifications PLANTING HOLE: Lay out all plant locations and excavate all soils from plonti�g �� a
shall be made upon the basis above stated holes to 2 1/2 times the root boli or root system widtr,. Loosen soil inside bottom _\ 2-FPP a l I
of plant hole. Dispose of any "subsoil" or, debris from excavation. Check drainage _ K
g 7-END
PERFORMANCE QUALITY ASSURANCE: use adequate numbers of skilled workmen who ore of planting hole with water, and adjust any area showing drainage problems. ` 6-END
,horoughly trained onrl experienced in the necessary hgrticulturol practices and who ore - z
13-ICB— ,
cornpleteiy familiar with the specified requirements nr,d methods nee•ued for the proper SOIL MIX: Prepare soil mix in each planting hole by mixing: JR
performance of the work of this section. 2 part native topsoil (no subsoil) � ' �
8-END 4-BJ --2-ARB
�► 1 part compost (as approved) *r 7-GEW
NOTIFICATION: Give Landscape Architect minimum of 2 days advance notice of times 4-NDF
for inspections inspections of growing site doe: not preclude Landscape Architect's Thoroughly mix in plantinq hole and add fertilizers at the fo!lowirg rates: 8-FC BASALT ROCK �'-6-RDA i
P P 9 9 P P K 12-ICB
right of rejection of deficient materials at proiect site. Foch plant failing to meet the Small shrubs - 1/8 Ib,l plant rOUNTAIN 5-NDF � ! Q
Shrubs - 1 5 1 / Ib. Int T" _ _ -...._ _ 12-GEW C -
t bS O 2 ,a r 7-Crrl
1 above mentioned Standards or otherwise failing to rneet the specified requirements as S / t P 4-FSF- - _---
set forth shall be rejected find removed immediately from the premises by the Trees 1/3 to 1 Ib./ pl!:nt _, ___ 8-GE \ _
Contractor and at his ex arse, and replaced with satisfactory plants or trees conforming
BASALT ROCK K
P P Y P 9 j FOUNTAIN O
3-NDM 9-FGS• Z
to the specified n'Clurrernents FERTILIZER: For trees and si)ruos use Commercial Fertilizer "A" Inorganic (5-4-3)
with micro-nutrients on6 509E slow releasing nitrogen. For fine seed lawn arras use ( 6--END
SUBSTITUTIONS: Only as approved by the Landscape Architect or the Owner's Commercial Fertilizer B (8-16-8) with micro-nutrients and 507. slow-releosing 6-CP- 10-NDF 13-FGS �= =--� ��`• = `�` *,.
Representative. nitrogen. For lawn maintenonce use Commercial Fertilizer "C" (25-5-10-2). 7-BMW -7-END
./
6-RDA
�-v♦O•• Y' 1 best 3-AEG 7-END - v
GUAR'A. NTtx ,ANG REPLACEMENT: All plant materi01 shall be guaranteed from final PLANTING TREES AND SHRUBS: Plant upright and face to give be„ appearance or
racceptance •. .r three full growing sensons or three years, whichever is longe. During relationship to adjacent plants and structures. Place 6" minimum, lightly compacted TERRACED = 9-BMW 3-AEG j "�; O ,
r \ this period the Contractor shall replcce any plant material that is not in good condition layer of prepared planting soil under root system. Loosen and remove twine binding WALL
F ,.3
t� and producing new growth (except, that material damcged by severe weather r:onditions, and burlap from top one-holf of root balls. Cut off cleanly all broken or frayed - TERRACED �•� "
2 f
due to Owner's negligence normally unforeseen ppculigrities of the pianttng site, or lost roots, and spread roots out. Stagger Plants in rows. Backfill planting hole with soil l _ _ - -7-FC 3-AEG- ____; WALL I \
mix while working each layer to eliminate voids.
due to vandalism). Guarantee to replace, at no cost to Owner, unacceptable plant 6 RDA � ', I f 1 r
t materials with loafs of same varlet age, size aria quality as lent originally specified. DECORATIVE '-FC-I ! _6-END
I P y. g q Y P i y P When Gpproximately 2/3 full, water thoroughly, then allow water to soak away. Plocs PAVING
Conditions of guarantee on replacement plant shall be some os for original plant. remaining b•-3ckfill and dish surface around plant to hold water. Final grade shouldSEA1-AEG
V ', r
keep root burl slightly above surrounding geode, not to exceed 1 inch. Water again, SEATT R/WALL ;� Z-r S
' Landscape Cortractor shall keep on site for Owner's Representative's inspection, all until no more water is absorbed. Initial watering by irrigation system is not allowed. j
�-F-GS 2-FSF � 5-'ND
receipts for sail amendment and topsoil deliveries.
j -9-BMW S-. CS
7-NDF 6-
I NDF
STAKING OF TREES: Stake or guy a!I trees. Stakes shall be 2" X 2' (nom.) quality 6-FGS
PROTECT10N- Protect existing roads, sidewalks, and curbs, landscaping, and other tree stokes with t I PLANTER/
point. They shall be of Douglas Fir, clear and sturdy. Stake to be T
features remaining as find! work. Verify location of underground utilities prior t r doing minimum 2. 3 the height of the tree, not to exceed 8'-0". Drive stake firmly 1'-6" f SEA. WALT
• Y --6-NDF DECORATIVE 4-ESF M
Lby
rk. Repair and make good onv domGge to service lines, existing features, etc. caused / g " -
below the planting hole. Tree ties for deciduous trees shall be "Choinlock for 3-FGS 6-BMW PAVING
landscopin installation. �}
better). For Evergreen trees use "Gro-Strait Tree Ties (or o reinforced rubber hese 4-NDF 3-FSF f —3-FC rs
PLANT QUALITY ASSURANCE- Deliver direct from nursery Maintain and pro,ect roots of and guy wires) with guy wires of a minimum 2 strand twisted 12 ga. wire G� 4-NDF 10 -DOGWOOD __12-CP
_ LAWN (TRANSPLANTED) a
plant material from drying or other possible injury. Stere plants in shade and protect, MULCHING OF PLANTINGS: Mulch planting areas with dark, well-rotted, medium grind ��_' ' - GIf�V I BASALT
FOUNTAIN K-, , 9-NDF r
them from weather immediately upon delivery, if not to be planted within ,`aur hours. fir barn or a roved a ual to a de th of ?. inches in round cover areas and 2 1 2 ��•_' p:, . • •'
( PP q ) P 9 / ` 8-FGS 4-BMW ><
Nursery stock shall be healthy, well branched rad rooted, formed true tc variety and
inches in shrub beds. Apply evenly, not higher than grade of plant as it came from -,�1�\ • / 2 R, rirl
the nursery, and rake to a smooth finish. Water thoroughly, they hose down planting • • '�Z �`\ ?-FC ` / J 2-FG$
species, full foliaged, free of disease, injury, defects, insects, weeds, and weed roots. `� .,/
Trees shall have straight trunks, symmetrical tips, and have an intact single leader. Al. area with fine spray to wash leaves of plants. • ;, \` 6-CAF
Plants: T,-fie to name, with one of each bundle or lot tagged with the common arta 2-OC
botanica, name and size of the plants in accordance with standards of practice of the FINE LAWN AREAS: in fine lawn area apply Commercial Fertilizer Mix
"B" at 4.5 lbs. r7-END
Per :,000 sq t. and rake into soil surface. Establish an even, fine textured seedbed � it
American Association of Nurserymen, aria shall conform to thetendardized Plant meeting grooms, surfaces and te:zture. Sow seed with a mechanical soreoder c' the 4-PCC
Nsi 1942 Edition. uniform rates os noted below. Rake seed lightly to provide cover. - RETAINING WAIL 'f
Container grown stock: Smcl contoiner-grown plants, furnished in removable contoiners, SEED: Bluetag gross seed :ontorming to applicable State laws. No noxious weed
shall be well rnoted to ensure healthy growth. Grow container plants in containers In seeds. Submit Guaranteed unalysi;. = :`., �.� o
minimum of ore year prior to delivery, with roots filling container but not root bound. Fine Lawn Seed Mix: To contain 50% Top Hot Perennial Ryegrass, 30% Derby "`�- 7-PCC �
--�" a
gore root stock: Roots well-branched and fibrous. Balled and burlapped (B&B): Boll Supreme Ryegrass, 20% Longfellow Chewings Fescue (Hobbs and Hopkins Pro-Time ~��_
" �— 4-ENO :� Q• ; �
sholi be of natural size :o ensure healthy growth.Ball shall be firm arid the burloo 303 Lawn Mix or cis approved) Sow Seed at 5 lbs. / 1000 s.;, ft. 2-FGS �' LA WN L 1
•4aund. Na loose or made ball will be ^cceptabie
N
MAINTENANCE: 'N� S-END a c
TOPSOIL AND FINAL GRADES: Landscape Contractor is to verify that the topsoil r r (q t v n
P Y P �..� Fins Lawn Areas: The lawn areas shall be maintained by watering, mowing, reseec ng, � 4k':• • .Zi � ( 1�
9_Q1_wnshgiYg to pamper plant. growth. and weeding for a minimum of 60 days after seeding. After 30 days apply -BJ� � e`. 4
Commercial Fertilizer Mix "C" at 4 lbs. per 1,000 sq. ft. Mow and keep of 1 1h: " to ..,
Landscape Contractor is to supply and place 12" of topsoii in planting beds and 6" in 2" in height. Remove clippings and dispose of off site. 1 �� a ._
_.`\
!awn areas. If topsail stockpiled on site is not conducive to proper plant growth, the M C.
� ` • I
Landscape Contractor shall import the required ornuunt. Landscape Cortractor is to Protect and mointain work described in these specifications agairst all defects of
submit samples of the imported soil and/or soil amendments to the Lr,dscape materiels and workmanship, through final acceptance. Replace plants not in normal o "�•�
t Architect. The topsoil shall be a sandy loam, free of all weeds and dfaris inimical to healthy condition at the end of this period. Water, weed, cultivate, mulch, reset T'
C Town or plant 7rcwth. plants to proper grade or upright position, remove dead wood and do necessary
standard maintenance operations. Irrigate when necessary to avoid drying out of plant
Landscaping shc111 include finished grades and ever, distribution of topsoil to meet materials, and to promote heathy growth. LANDSCAPE
_ _ PLA_ N 3-OC
I
planting regl.l,rernents. Grades and slopes shall be as indicated. Pi,2nting God grades \e I
shall be approximately 3 inches below adjacent walks, poving, finished gradelines, etc., to CLEAN-UP: At completion of each division of work all extra material, supplies, SCALE 1 " _ 20'-0" I '
allow for bark opplicotion Finish grading shoil remove all depressions or low areas to equipment, etc., shall be removed from the site. All walks, paving, or other surfaces
provide positive drainage throughout the area. 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.
HERBICIDES: Pr•'or to soil preparation, all areas showin:l any undesirable weed or gross
growth sial{ be trrnted with Round- up in strict accordance with the manufacturer's INSPECTION: Notify Matt Stein, at the City of Tigard, for final inspection after
completion of landscape instcllation. GENERAL NOTES:
rt$1rlaCtion9. `��`,�� ..`� PLANT LIST__—_ —,—
# SYM LATIN-NAME/ Ccrnmo, Name _ SIZt SPACING 1. Contractor is to verify all plant quantities.
2. Adjust plantings in the field as necessary.
GROUNDCOVER 3. Project is to be irrigated with on automatic, underground
6 CAF CALAMAGROSTIc' ACUTIFLORA "KARL FOERSTER" 1 gal. 3' o.c. irrigation system t0 be design/ build by Landscape Contractor.
Kcrl Foerster Feather Reed Gross 4. All plants are to be fully foliaged, well branched and true t0 form.
50 FC FRAGARIA CH{LOENSIS 1 gal. 3' o.c. Z
Wild St-owherry
56 FGS FFSTUCA GLAUCA "SISKIYOU BLUE" 1 gal. 2' o.c.
Siskiyau Blue Fescue
2 FR FIELD POCK - Min 18"09 As Shown U.
W r,
27 GEN' GERANIUM ENDRESSII "WARGRAVE PINK" 1 gal. 18" a.C.
NI Wargrave Pink Geranium -�-
?.' TREE REMOVAL MITIGATION SCHEDULE: /'�
SHRUBS - - --- --- �.1
10 AEG ApEIIA GRAND. "EDWARD GVUCHER" 5 gal. 4' a.c. TOTAL EXISTING TREES OVER 12" CAL 131" LL.
Edward Goucher Abelia 1- 16" Oregon White OQk
--CHAINLOCK TREE PES Q J a-
w - 35 BMW BUXUS MICROPHYLLA "WINTER GEM" 3 gal. 3' O.C. 1-19" European Birch
(OR AS APPROVED) Winter Gem Littleleof Boxwood
18 CP COTONEASTER PARNEYI 5 gal. 5' a.c. 1-33" Deodor Ceaa,
Q 2" x 2" D.F. STAKES Forney Cotoneoster 1-14" European Birch
0 71 END ESCALLONIA "NEWPORT DWARF" 2 gal. 3' o.c. 1-14"
r Newport Dwarf Escdllonia European Birc,�
F- 0 I CROWN OF ROOT€3AL1- TO BE 55 ICB ILEX CORNUTA "BURFORDII COMF4CTA" 3 gal. 4' a.c. 1-17" European Birch
` Burford Compact Chinese Hol
U l 2 ABOVE FINISHED GRADE y 1-18' Red Maple W
55 NDF hANDINA DOMFSTICA "FIREPOWER" 1 TOTAL CAL. INCHES OF TREE`T •0 i3E MIT,GA'ED 131" ry
r FINISH GRADE `? 2" MOUND FOR WATER BASIN Firepower Nandina gal• 2' o.c. T MIT!GATED �+
64 NDN NANDINA DOMESTICA "MOYER'S RED" 2 gal. 3' o.c. TOTAL CAL. INCHES OF TREES PRODDED FOR MITIGAT'ON 132 W .�
+ '/ 2 1/2' BARK MULCH - ?.. 1/2" BARK MULCH Moyers Red Nandina J'
r 25 RDA RHODODENDRON "DORA AMATEiS" 12-15" 3' a-,.
-
FINISH GRADE
Dora Amateis Rhododendr::-.
BACKFILL SOIL MIXTURE ( \ __ --BACKFILI. SOIL MIXTURE
1-6 MIN. 9;'9/04
WITH FERTILIZER ' _1111 — WITH FERTILIZER trn1 TREES
ACEFI RUBRi1M "BOWHALL" 4' col. As shown
_ + 2 to 2 1 /2 X ROOTBA EXISTING SUBGRADE Bowholl Red Maple
2 X ROOTIBALL EX.STING SUBGRADE r LL 8 BJ BETULA JAQUEMONTII 4" zol. As shown NUMB—LR OF TREES REQUIRED FOR CITY OF TILA%L = 20,-0
Jacquemc:nti Birch CODE COMPLIANCE:
.i: 4 SPP
_ tlSNN. "?0.TMORF"
2" cal. As shown STREET TREES 5 TREES
)RA
C�4ECKEGPomoreAsh
21 FSF FAGUS SYLVATICA "FASGIAA" As shown
PERIMETER BUFFER TRE=S 17 TREES ;Gr DECIDUOUS TREE PLANTING DE TAIL cal.SNRUB PLANING D ! AL astgate
Beech PARKING LUT TREES 7 TREES sa
{ NOT TO SCALE 11 PCC PYRUS CALLERYANA "CHANTICI_EFR" 4" cal. As shown
_ NOT TO SCALE Chanticleer Flowering Pe-jr TOTAL REQUIRED TREES - 29 TREES
5 QC QUERCUS COCCINEA 7_" cal As shown
• ,. Scarlet Oak Ll
r
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. !EOIBIL.ITY STRIP
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