8740 SW SCOFFINS STREET-1 ;a
wr
I I II i
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EXIST. WATER METER 1 ►, II
I WITH 129 LF OF I i; „ I
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W`w7 QFN
O •i1C .311 r-'i
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Low 11111111{S . 0 - 0 �
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DIETER TO REMAIN II I
T 0+50 !a 0 f rti
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4
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8 � I -- + ----I --I --I +- -+---I �- I I �' (TO 8E, DON 17 END PLUMOM II
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PERMI11' $ i'tJTURE 48' STORK FILTERING MH. 12' DEDICATION
7• Fri
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WITH TWO CARTRIDGES 7f
•� IEb"5` -3EE DETAIL SHEET 5 II
RIMA 172.5* 25' I{ I
On 4W WYE I.E. 188.81 IN. I.E. 16.14.31 OUT
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PRIVATE ANO SANK , -- - - $ 170
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85.0 LF 8 PVC D-3034 II I II
S��.G08a (PRIVATE) I II I S.W. AASH AVE. I
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>�Z PLUMBING I I I BEgCOUT
N PERMIT PLUMBING 168 ------ - ---CL�1ss 'Q' - - CLAS A-
-- ----�--- - - - - •---I 168
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- - - - - ----- _j -1 - - �, --- - - - - - - -- - - -- - - - - _- -- -- - - --- -_ - - - - _ J I BACK%L BACKFIi ,
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17 LF 6- PVC D-3034-----"# SANITARY SEWER VITH
8-x6 SADDLE TEE EXIST. 306.3 LF 8w SAN. SAN MH I ORIF DM'
•0.1000 (P%.A11C) I.E. 181.08 EXIST. 1 166 - - -_ _ ST p_�034 - - - - , - - - - ' 166
SAN >. _ EXISTING SANITARY S=0.0191 tt ,,,,, RIM 177.121 I ,0 8 PVC I.E. 168. 1 IN (FUTURE)
MH ---- I 34.0 LF Sw0.0080 I.E. 166. 1 OUT
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IZll�i-68. 34.0 LF 8w PVCC_Boca- 8» PVC C-900 L 65.63 (j*ATE) �+ r
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STM MH 50.0100 STM MH ►I I
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wR.ttr -_� �.� - owe fM tttt+�t wt 16 ---_
_ RI#�-�8?, ---------- - - - ---- -_ -. -- -- _-- - - _ - -- - - ----- =-'= _ RIM 175.84 ��,�-1 I eg o 5s0.o
- LE. 164.61 _ - - - CONNECT TO EXISTING . 187.88 Q I 1J�►'
8"x12' SADDLE TEE I W w C ' �,Nr
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r 152 __
it -,-_--___. - _-- --- ---- -- -- - --- . 162
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REFERENCE INFORMATION AND NOTES: DOM
SCOFFINS ST. PROPERTY I1C sc"
HMC _ + 1"=20'"_20
11RAFM __.. DWQ NAbC
- __.- -- R.K.W. u SC*FniS ST. HMC NEW
- -_
-- `�"�D HARRIS-McM'NAGI._E ASSOCIATES, INC. Sf1EET
- W.L.mc. EN01Nf ERS - SURVE �
YORS � MPWA7E &WMYAM � 4
AEV. 1 !l!•. APIA. OAIE
DAN 12558 S.W. HALL Rlw.
REFER TO TRACING FUR LATEST REVISION 5/08/06 PHS' 503'639° 8E �'� T/L :�OOa, 10�AA or 7
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EXISTING SITE TRFE TABLE I
II II
I
TYPE � I II II
�3 • + I
2657 FIR . ... I
2656 FIR -- 16.6"
2559 FIR 21.3 •
2660 FIR 19.7 +
U,
2661 FIR 15.91 + II _
2662 FIR 24.6 •
2663 FIR 17.4 • II N II
2684 FIR 10. I I II
FIR + ! EXIST. BLDG- a II
266 1 I
X 2666 FIR 17.1" • 0 `I
X 2667 FIR - I
266E FIR I Kai
2669 FIR
2670 OAK 1 4 • ~' - I I �
t__ ________ L 0 T 25
X 2671 CHERRY " y --1_, _..-.
X 2672 D=. " + I „ �
X 2673 MAPLE + I � � 2800 EXISTING
FIRE HYDRANT
MAP 2S 1 2AA —_ II I
X 2675 CHERR i — 6".12"
X 2676 APPLE 10".1 " 14 I II
—�
TREE MITIGATION CALCULATION I
• NUMBER OF QUALIFIED TREES SUBJECT TO ORDINANCE: 15 �
UMBER OF QUALIFIED TREES TO BE REMOVED. 3 i II I
N --
VKM" MAP
PERCENTAGE OF TREES TO BE REMOVED IS 20X WHICH IS LESS THAN 25X OF I
QUALIFIED TREES, NO MITIGATION REQUIRED`i6.790,030-R. -
- A, � � � --- -__, -:__ :-- ._ �_- -_: -� = _� �_: -� � !° ` -� :� — I �r TIL 901 LOCATED IN THE NE 1/4 OF SECTION 2
THE .ARBORIST REPORTS 15 TREES THAT REMAIN AND TREE 2664 TO 6E REMOVED. �roa A ____ o°"�`Boa _ �, 0 - _ ' __�� -- MAP 2S 1 2AA TOWNSHIP 2 SOUTH, RANGE 1 WEST, WILLAME I I MERIDIAN
WE INTEND TO RETAIN TREE 2664 UNTIL SUCH TIME THAT IT IS NECESSARY — —o o � '3Td0"M1 , °'�� 241 - -- _ _ II _ I (;I Mw-
0
TY, OREGOtVTO ROA MEE IT. ��- _' C`� -- SPE( ! /�re onStructural S ecia o
NOTE: TREE'S 2671. 2672 2675 AND 2676 WERE REMOVED DURING THE II Stat_
SITE CLEARMrG DUE TO THE BLACKBERRY VINE ENTANGLEMENT GROWING INTO THE TREES. � `�, � ` -
� �. W � p Concrete and Reinforcing Steel `
ALL �� .�'� + I I m d in Ccncrete
NST � �� _ ,� I
E.S.C. FENCING \ "" O Bolts Installs (�EIV PD
� � - • EXIST. HOUSE � I D �V
70 K �_ �� 0 j t7 special Moment-Rersting Concrete Frame
REMOVED
� O Reinforcing Steel 6 prestressing Steel Tendons Noy 1 21;R
•uctk..'• ti.eiding CITY OF TiGANV
N ❑ st.
--� �, `• � \ GARAGE uhl 1ewAr I I treri th E.aitiny UILDINC3 DIVIgIpN
TO KIMAM
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I 24 �a � \ ❑ Insulating Concrete Fill
62 2ddi� IK II ,
atm -- -- � O Spray Apilieci Fire•Res,stive N.�terte s
� ' ` , �i12 •. 763 �_- I hl
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0 20 40 I '��� -` _ MAP 2S-f4A - -- INSTALL 4.`SAN L
zss:�� rte- II I v O Shotcrece led
Z \� '�- _ TREE PROTECTION ___' f _ ".....""""
SCALE: 1"=20' C>I \ \ - �� TYPICAL f DR TREES �r :�� -- �li Special Grad,n0, Excavation and Filling Appy,
. 4 ..............
TO BE-SAVED. qty r' -_ :_��5e _ _\k� '� I- (
I � lot F°Ibw r
_ 1 II I �� O Smoke-Control Systems
265,
INSTALL _ \_ _ O s
E.S.C. FE► 241
^MiNG �• _ \, 36
I \ ` _ v 2670 l I� I _• t
--- --- — _ -_-- —_ — --A _ ,� `III ZONING:
�.� -�_� - --------- _ — -- — \ CITY OF- 71GARD CBD COPY
CENTRAL BUSINESS DISTRICTOM
I + LOT 3000
EXIST. BLDk TAX
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TIL 3800 I
--10' PUBLIC STORM & LOT 23 I �.� II MAP ?_S 1 2AA 'S". �.I -
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MAP 2S 1 2AA SANITARY EASEMENT TIL 3802 — �I ADDRESS
DOC. NO. 2004-127573MAP2S 1 2A EXIST. BLDG
PUBLIC STORM Ek�,,T. BLDG
ANITARY EASEMENT -- -- --I _ II I 8730 �e�lY SCOFFINS ST
---� --�� 0:--N0.-2004__2 72 I -- — ------ I 1I TIGARD, OR 97223
I
TIL 3801 I
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MAP 2S 1 2AA II I
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EXiS i
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, I SITE DIMENSIONING P',�kN 2 0 7
-- -- --- k X!ST. 306.3 LF $" SAN. SAN MH
• s=0.0191 RIM 77. 1 PRELIMINARY GRADING PLM, 3 of 7
AN L„v. s„�,, tsT. SAN I.E. 166.28 COMPOSITE UTILITY PLAN 4 of 7
68:33 II
I.E. 160.42 EXIST, 325.8 LF 12'� PVC STM PROFILES AND DETAILS 5 of 7 �
STM MH
S=0.0100 S11M MH �.� it I I
fim -- SCOFFINS STREET IMPROVEMENT' 6 of 7
I� rn E)OST. 1<TM r,asaT. RIM 175.94 �—; i
_. ._
I.E. 164.61
,� _-- o LANDSCAPIN�.
--T67.P5 �' IRRIGATION 7 0� x
SW AM AVEME i 0 II AND LIGHTING PLAN '
II �JU14E 19, 2006
REVISED SED NOVEMBER 14, 200E 2
w M
DESIGN
SCALE
-- REFERENCE INFORMATION AND NOTES: SCOFFINS ST. PROPERTY LLC o e 1'\' '
NMC _ � S e . 1 � -20
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REV. DES!gMP" Sue. APPIt DATE pA 4''555 S.W. HALL BLVD.
010000011 11,GARD. OR 97223-6207 LWATM FJVgT�V C�O��Tk)W of 7
REFER TO TRACING FOR LATEST REVISION 6/19/06 PhME: (503) 639-3453
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AREA CALCULATIONS: MINIMUM STANDARD FOR
TOTAL SITE AREA: 24,972 SF -_�____�_ STATE HIGHWAY SYSTEM '
2' ANON'-AA*►S,K SWAICE
IMPERVIOUS SURFACE tACaT IS APPM -�— ADA WIDE _ _
TDCALVANIz M0 2% S/w SINGLE DISABLED PERSON �
PAVEMENT AREA: 13.232 SF PRII" a' PIPE• (_ -
SIDEWALK AREA: 1.871 SF `--R•10 IN. •` f 'A F, �\ I �� I'_3 8.33% OFFICE
' N 2% BUILDING PARKING SPACE
BUILDING AREA: 3,750 SF <15X> ;.� t :• r ''
TOTAL ONSITE IMPEkVIOUS SURFACE: 18,853 SF <75R> '�
•. ., \ \ \
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mt�r;,,• ---OR20-6B SIGN
LANDSCAPEC., AR
LANDSCAPE PaEA: PARKING ISLANDS 417 SF ,`'
I 04 +� +
LANDSr•AF•t FJ�F.A: PEF.IMETER 5.462 SF OP.20-6D SIGN
• i • CURB RAMP w/
TOTAL LANDSCAPE AREA: 5,879 SF <24X> °0r'�rNO , J ' •' ' • ' l_1_J g,;;; ADA P: _ DETECTABLE
TO
RLAMI OMO[ -"r—'� "• • �- <TMpp ° • , WARNING
PARKING AREA � F'OOTwO 7' CONTRAC ACCESSIBLE ROUTE
PARKING STALLS: 26 SPACES TYPICAL ADA SIDEWALK RAMP PER CUF � •
FLEET PARKING: 3 SPACES TYP!":AL PROFILE AND PARKING STALL DETAIL ' OR20-6B
ADA PARKING: 2 SPACES 1YPICAL PLAN <TYPrA. NOT TO SCALE> OR20-6D � I
FINISHED FLOOR AREA: DICYCLE RACK DETAIL
DRIVEWAY :PPROACH AREA: 196 SF - --- — — —
------ ------- --- --- --- ---
CURB LENvTH: 870 LF Moll - -- - --- - --- --
_ _ T___ _�_ r� WHEEL STOP 30' TYP.
EXISTING FENCE (T Y P.)
EXISTING F>'�z p p _ O c- 0 0 .
S46'3 / "00"W 249.65' - STRIPES PAINTED 4 T_ 2 TYP.
77
----_ - .- 42.5' — fJ_ -,
ADA PARKING 100' - -_-- ---- ------ — —89.3' R�
ADA SIGN E
p SEE DETAIL
THIS SHEET�ARKING
24' 18.53E,' min.
LnPROPOSED 0 c
BUILDING -� I 8
to -- SEE DETAIL w x h
Q THIS SHEET ��— °Q-° 9 WHITE STRIPING AND PAVEMENT STENCIL REQUIRED
C1� -� cin
• �. CC, ,yh� STROKE WIDTH ON SYMBOL IS 4" MINIMUM
N I 28.5' �Af'�I ACCtSJI[�� �f
ADA PARKING nn v fti��': BLUE BACKGROUND AND BLUE PAINTED CURB OPTIONAL
O m SIGN A L�'A - v�BIN
" to SEE DETAIL Q� /
--------�8 l7 THIS SHEET
rnN
n 100 NONE 19'
m I R=3;-- 15. ---- -- m IYP.- a o) I
D
5' WIDE SIDEWALK �� I PAf` K ��
vr. � �___ ••! I
15• rn `_14.8' _—
� -- 114.0' — -� R=30
ii ��� ��� s�� � ��■� �I■� ��■ N� ���� 5 WIDE SIDEWALK o
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5' FENCE 1•S 1k�'��?� �� 16b8 ��3 5 BARKDLIST
`� �� Pl"NIC AR
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:� I I 6' 1 SIDE PROP LINE
— J 2+75 2+50 2+25 2+00 + 1+-/5 1+50 • ��2 �� / ?6 5y`��,.� 5�.,.. 2 , 17 '
' i
150.2 GP I r- 9
C� ,I -0.7X -3.8X r^ l 12,OX 116", -
:I z N 1+45.91 P.T. t� f 'r Fr RIr�1 EXISTING I� ;
o N ,� .� r� I^ITE
2+83.13 �P�1• ��C' `fibs 26.`,3 N
=0+29.00 J O r
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r' 160.0 TYP. �" X I TIN /w__
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REFERENCE INFORMATION AND NOTES: Dom` SCOFFINS ST, PROPERTY LLC �� 1"=10'
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HMC
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DRAFTED ---- SW 800FF*S Ws DWG. N
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REV. DESCRIPTION SUB. APM DATE DATE 12553 S.W. HAA L 8LVD.
nommommommommTIC ArlLo. OR 9'123-6287 � � � �i, ef 4 OF 7
REFER TO TRACING FOR LATEST REVISION 6/19/06 PHONE: (503) 539-3453 +� `
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SANITARY EASEMENT I I I II j
• DOC. NO. 2004-127573 I
PUBLIC STORM do S EXIST. BLDG, AN; (ARY EASEMENT iT.- EXIST. BLDG I 1
I I I It I W I
loss o0.0�.320• PVC a-3n34 174_ --- — -- 1 2 174 ,
I
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-- - L_ _ __ __L_ LJ I I, z o Q Z
CONNZCT TO EXISTING _ I to OD i W
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8'x6• SADDLE �'�E EXIST. 303.3 LF 8" SAN. SAN MH � 170 �' i c Pa
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SAN EXISTING 8" SANITARY S 50.01 y i ___--_-_ -----_- -�- --� - z -, .--- --,_� - __ _ -
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STM MH
�MEXISTING 12" STORM DrZ-M E Ent rn S�0.0100 STM MH II I 168
_ 168
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I.E. 164.61 COMNEC� TO EXISTING ROCK NATIVEI
w • � i
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166
-- - 1 DRAINAGE - - - 166 ,
87.5 lF' 8" PVC D-3034 --- __ I.E'. 18a. 1 IN FUTUR
4 34.0 LF i ,.0.0080
V z 8" P'v% C+ 90O LE 165.63 r �• I I.E. 166. 1 OUT
E Sao. 3A I
0 20 R 164 �j1s p- - 164
SCALE: 1'-20' S 2 MAZ.: 1 M-2G' 5 1
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1 162
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RVI ELEV • 1 .52 __•_� A
A.D. • -9.5 �n -�---
io
16
K 7.37 SEE NOTE 4
7
---I---�- _--- ------ -- -� --_.___ _---�.� � - -�--- --- -------- a•- _ - - X00 VARIES
100 ___--- -- - -- -- -- -- 70.01u v!C ca
I�j � SEE NOTE 3 I
i � w1
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04 (10` 31 w11N 2S gEE NOTE 2 - NOTE 3 Z SIDEWALX
30' MAX 6
I � r
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�� � I U.F.F. 191.0 � v 10' Mw
i �.OW PAINT S 2, 59.37 P'� STA (• 2+00 _ r+• �
100 _ � _ P'VI �A _ + PVI ELEV 178.72 ---.- - ------ - -----,.--
-___ _ -_- 100 ELM
�- -pv lLEY .76.1'' A.D. 10.90
i A.D. 1.60 K s 4.59 3/4•
K • 1.25 50.0'0' VC - 60
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M ( 4i -� o�.o ca (3/4"-0 ) COMPACTED
E_ �" 6' X 6' 10 GA MESH
100 - --t--- «�I r r - - - --- - + - -- ----- _ - - _-- _ _ _^ _ _ -_ --- -- - 100 c ,
C + L.F.F. 174.5 , T IQN A-A SEE NATE No. 4
+ cr '.
N � --
�� NOTES: ;
0. 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM (N" 3300 PSI AFTER 28 DAYS.
- --------_ -___
-- V 2. CURB JOINT SHALL BE TROWELED MATH A MIN 1/2' RADIUS ALONG BACK OF CURB.
E 3. EXPANSION do CONTRACTION JOINTS SHALL BE 1/2' PREMOLDM ASPHALT NAPREGNATU)
MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO SH +
T
170 �---- ---- -- --- ,._ -- -3- ---. .. -- ---- -__ --- --
4. 6" X 8' 10 GA MESH REWIRED FOR CCWMf.RCIAL. DRIVEWAYS ONLY. �
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3+W z+W 1+00 0+00 _
GENERAL NOTE5
1)STOIIM)'G.TER 0Y STOR*,IWATER3G0 L53N.0).rMLAND.OW(.ON 8M54A4"7. EDGE
2)fIL1rR CJ/1 IUEW'O)TJ Or 311TION A'.;TUATrD MID 9rLr•CAYA1RNG. 5fANDARD prTAIL rt10"MAW&W NI.WM Or CURB JOINT '` 1
_ CA/.T'RNDf r9.ACTUAL NUMBrP,Rft]uWM TO IV 5rrCMV ON 500 MAM5 OR IN DATA'AOIf OrADW. -5' MIN. SEE NOTE 5 ROW
1 r D) 3)"r:A51 MMf1OU 91111)0 R.!10 BE CO�L31RUG7[D IN ACC.ORWWCP MRIN ASTM CA7�.DETAIL R[rltCi9 U�i1GN IN1rX1
u. ONLY.ACTUAL DAMNS ONS AND C.ONFIGURAT ON Or 9TRI.CTURt WILL Or 5ttOWN ON M"wX CTION 91.10-DRAWING. . •---r �-- DRAINAGE BLOCKOUT
49r 0 4)STRUCfM AND ArA7_V5 COVFX5 TO MM AMA IFO 11-20 LOAD RATING. -
5)5T0ftM'rER It[t UWM-..3 eM Or DWF M"AA INLU TO 100IC.If:LSCS DROP IS AVAIIAd L.CUNTACT 5360. MINIAUA1 ». . ... .�'.• - j s 3 LD, PLASTIC b
AWAr Orr*"Io INLET fAD OUTa`T L5 45•. A PIPE W/COUPLING
I
A C)wLrT MNG 10 dt 91'U3rICD BY ENrACER AND. O1 CONfRAGTUR rRll.A9T hw.•!LXL 7TOR1rrlTCR E(x1L"rCD + . ..»1
WITH A DUAL D"C"R"D"E OUT:IT STUD AND SAND COLLAR.WAff*C"DIAA4ETM OUTLrT 5WM')W MAY Be WARATED � ••• '..�v • - -1+MOM O X-U BTW 4 MOIDED.N CUT UNE TO ACCOMMODATE A 12 INCr1 OLML-T MM. 00MCCT1ON 1'0 DOWN511TA" •�
• `vv4 t0 OP mom u!ww.A 11fJ001 r COUrUNG OR PCC7 mic RlDLX:r.R,A43 Rf1S wm.COUrLIl6 M fT�wm OR mwk AND a
fILrT rRP .'RDvamn dr CONTRACTCIL 1' OF 3/4'-0" I:aSEROCK •0 • Q . • • v !
pQ 4=5 s•c) ' . �;t Hort WILrF 7)ppOW Or ANM.tUi'A CLfARANCr"MAMITTNANCr ACCP95.If A 5tW10WTR"TPA 19 RECILWD.CONTALT 53W roR COMPACTED SUBGRADE
17R1tR OrIK)M5. O
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ANON Tl,r rLWAMR Or RW 9TR!✓T�"Rf.
9)AL 5TOR111 ILTM 111KM RL REC,IAAR MAtNT ANCE.RERR'r0 OlMATIUN AND MAIRBNANCC L:URx1NNE5 PCR MDIT O �0 •
RNfORMAT1O11. SIDEWALK ADJACENT TO CURB 0 �� 4 ,
41 !
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PREcA5T MANHOLt' ;
R DATA 5TORMFII.TE D
MANI'IOLE STORMFILTER-E'1J11�i VIEVN 1 :• 3t7 a rR/MAr .I 5' rwuN. ----+ ROW 9'
AND OOvrjt I" Al ------
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• y•. COMPACTED SUBGRADE
caADr R11K: r - -
MANHOLE STARMFI'�T R-TOi'YI 1 1 �°'" 1. T?AVERSE EXPANSION ,JOINTS TO BE PROVIDED AT EACH POINT OF TANGENCY
STET ' ., RNCRCDucER SIDEWALK AWAY FROM CURB ClF THE CURE1 It AT OTHER LOCATIONS AS REQUIRED TO LIMIT THE SPACING 1
(MI :.,. .: comrK C'Tp' ll) A MAXIMUM OF 20 FT.
�a�r rtrc LI.� "0"-rxn:fl ANTI A NOTES:
>! RnrRwrm phut Ca Lm 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDEL) MATERIAL
peC IKi•E9 S 1 iJ r ��r i 2 OOLM 151 Notc3l3PEpAl 1�' , PIlE MTATION KrY: 1, CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS, �6 SACK MIX, SLUMP RANGE
I Y MOLDCD-INCVY INE OF 1-1/2" TO 3". MAT►i A MINUivIUM 1HICKNFSS OF 1/2'.
4'-1 Cr MIN -80 OUTLET 5" 1e0"
mL:»Te1tA�F .II F5[E NLYTe �) 3. TRAV�"RSE CC'NTRAGTION JOINTS f0 BE SPACED NGt MOPE THAN 10 FEET APART I
2, PAtdELs TO BE 5 BEET LONG, WITH ,4 DEPT,A OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. +
fm Im IIDrr 2) ?
0405
�NOTrN1w 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROArHES, 4. CONCRETE etFtf.AKINC STRENGTH TO BE 3000 PSI AFTER 28 GAYS.
UTILITY VAULTS, WHEELCHAIR kAMPS, k AT SPACING: NOT 70 EXCEED 45 FEET.
',t• I
5. DRAINAGE ACCESS THROUGH NEW CURBS SHALT. BE PLACED A MIN. OF 2 FEET
'• 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME. TIME AS THE AND MAX. q' 3 FEET FROM PRJPERTY LINES.
VrDPTA&2/? • 00:L1,"1Pf CURB, THE JOINT BETWEEN THEM SHALL BE A TROWEIF^ J%YNT WITH A MIN. 1/2UICEPSIVAN
» RADIUS.
MA/RKJlO Of CdMMACi(M
ccul G 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE
'- Ir�(coNTRAc1oW CURB Pa USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. 1
MANWXE STORMI•ILTER-SECTK)N VIEW A (WE Nott 6) OTHERVISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES.
DAI.IA9T
GNtS11,9 NSC[NOTE d 6. DRAIN BLOCKOUTS IN CURBS SHALT_ BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER
1rt lr1}ww.r,x Comp If. Tr41TON/1YMRx wtwk+T Ntw• I.
Mo.," mrn>KTTw re�Rl eA.-to.olr PLASTIC PIPE AT 27G SLOPE. CON'RACTION JOINT TO BE PLACED OVEP, PIPE.
U! M'm r..3JJ". U.J.NAt!A 1,0.4.JJf.fr!
No'�s.IMA27...6,097A" MAMHME STORIWFILTER-NUTLET DETAJL 2 ,Um X49D '. o �4•�
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MY /AM1r3 -M �WAIWAVINNI' I - -•_•• -•••"_
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STANDARD DETAIL STANDARD DETAIL „ sn >rllw ' 1411M OIOE1111N�11"R 120 .>Y w.wlw sm 2
.AAtwLL+.oI O�E� IIYIII�ANM �� .01 al.�c,w1 MItN>�� nIN�tRa /NI N#0� AMlN01 0ML7111<L NowA l•
-- -
REFERENCE INFORMATION AND NOTES:
DESIGN
SCOFFINS ST. PROPERTY LLC � �, scAS SHOVAN
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DRAFTID ~- ; RAM �. i SITE DWG. NAME
-- _-. - R.K.W. ---• � pl HMC NEvY`
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- W.L.Mc. ENGINEER ':: -- SURVEYORS
BEV. PLANS 5 .
DESCRIPTION SUB. APPR. DATE DAIS � 12553 S.W. HAI_ BLVD.
TIGARD, (.V 07,!23-6287 DMEWAY ' AM MTA" (w 7
s 6/i 9/OE• PHONE:: (803) 09-34153
F•EFER TO TRACING F�')Ft LATEST REVISION
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HIGH POINT ELEV - 195.22
HIGH PANT STA - 2,05.18 NOTE: FOR A 30 MPH DESIGN IT REQUIRES _
PM STA - 2+50 A 370 FOOT VEIi'I ICAL CURVE FROM A' FUROR. 0119"T-CF-MY - -sr Furift 2020,-or-rAr y.
PM ELEV - 191.20 ---- >''
A.D. - -12.30 STA 0+65 TO STA 4+35 FOR POSSIBLE �' ►Aw1oUT
K 14.23 FUTURE CONST. u• LEST- r TO CURB
WITH STREET LIGHTS (TAM VARHS) I
t 3.00' VC a-a•' I
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I � - - - oQ " II
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NO SCALE
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POM E1fV - ;94• • n n N v w
HIGH POM STA - 1+17 fi 'SSS $ 11
PM STA - 2+50 _
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— ----- -- -- -- -- --- 180 /L' 01NLS
FM EIEV 197.20
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A •_ 1.- S IAI SC 417 -- •' 2'O •ASF ROC/
L I- - - -- -�-� - -- I —�— — -- - PARKING WI
E 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7400
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_- -- _= _ -- -- - - - -T==- � - - - - - -_ _ _ - -- -- -- -- -- - - � - - -
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2+81.21 18.8' C DETAIL 142 0/p EXIST EDGE OF PVMT. �_
CD (_n BEGIN CURB TCD 74 LNG w _ - Tr
CUT. 191.56 _- 3+81--Y/:0' RTRT.C. 193.18 UP 191;64 MATCH EXIST. / REMOVE.`EXIST. �� ENQp''CURBW i CURD Af D/'W Z� Z BECIN T PER i E� DROP "Y' tI cC•URS / "4+27 65' ;
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I. LANDSCAPE MATERW-S SHALL BE IWSTALLED TO CURRENT NURSERY INDUSTRY STANDARD'S. IRRIGATION ELEC. CONTROL _ '- 1. INSTALL I" PVC CONDUIT TO NEW PARKING LOT LIGHTS.
Z. IRRIGATION WATER DISTRIBUTION SHALL BE ZONED FOR FOUR ZONES AND AS SHOWN IN THIS PLAN. STATION BOX W/ VALVES DRIP .��I�Y�TFOR--FM '�j( PARKING LOT LIGHT 2, LIGHTS TO BE 10' STEEL POST WITH WHITE ROUND POLYCARBONATE GLOBE FIXTURE.
3. EACH SHRUB ALOIW THE SOUTH, EAST, AND WEST BOUNDARY LINES SHALL HAVE A DIRECT--DRIP SYSTEM HEAD. 3. INSTALL AUTOMATIC PHOTOELECTRIC CONTROLLER FOR ALL LIGHTING FIXTURES.
4. SHRUBS SHALL 13E IN MINIMUM ONE (1) CALL.ON CONTAINERS OR 8-INCH BURLAP BALLS. SPACING FOR SHRUBS TO BE A - DRIP SUPPLY .n• (TO PRESSURE REO.)
MAXIMUM OF TEN (10) FEET ON--'CENTER. ALL PLANT'S ARE TO BE FULLY-FOL.ING-D, WE'.L-BRANCHED, AND TRUE TO FORM.
S. PLANTS SHALL BE INSTALLED BETWEEN FEBRUARY 1 AND MAY 1 OR BETWEEN OCTOBER 1 AND NOVEMBER 15. WHEN PLANTINGS DRIP SUPPLY 2
MUST BE INSTALLED OUTSIDC THESE TIMES, ADDR!ONAL MEASURES MAY BE NEEDED TO ENSURE SURVIVAL OF PLANTS. - IRRIGATION SUPPLY BOX MEET •REE LIST:
6. ALL GRO.IND AREAS IN THE PLANTING BEDS SHALL BE COVERED WITH A WEED CONTROL GF'JTEXTILE FABRIC AND THE PLANT'S W/ DOUBLE CHECK VALVE AND r AIMN SYM L NAME/ Common Name SIZE SPACING
INSTALLED THROUGH THE FABRIC WITH THE :FABRIC FLAP WRAPPED AROLWD THE PLANT TRUNK. DRAIN VALVE --
7. THE DRIP IRRIGATION HEADS SHALL BE PLACED UNDER THE FABRIC NEXT 1.0 THE PLANT STEM. � S RA AGER, RUSRUM 2' Copper as shown (N20' o.c.)
8. GW)UND COVER /ROUND THE PLANTINGS SHALL BE WITH RED FIR BARK DUST, MEDIUM GRIND, PLACED THREE (3) INCHES THICK ~ lib Sunm•t Maple
ON ALL EXPOSED SOIL IN THE PLANTING AREAS.
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ELEC. SUPPLY FENCE ;
SITt. PL.AhIT LIST. = SITE IRRIGATION NOTES: FROM CONTROLLER
i 51rMi I ATN NMIiE/ Common Nov • SIZE SPACING 4.0
5YM NOYE SHRUBS DRIP SUPPLY 1 IRRIGATION SUPPLY LINE CONNECTION
ma, LAN
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JM pal. as shown DSCAPITRU
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' LANDSCAPING
15 It'S DOUGLAS SPIRAEA i oal. a shcvon `, i SHSHRUB! dwol" goo" ♦ 10' 12' ADJU6TA&Z 36W HEADS NEW WATER SUPPLY L LINE
SITE AREA = 24.972 S.F. P '
23 RMI ROSA NUTXA4A 10. as shown LANDSCAPE AREA: 0 10 20
moo" Romis ALL IRRIGATION HEADS 10 1!E RAMI OR Ex19T. _ SCALE: 1 =10' -b-
TR�s AI�PROVED I:OUl11. IRI ATION SUPPLY DETAIL PERIMETER 5,�t�+ S_F, cRo�o
(N.T.S.) ISLANDS 411 S.F.
—�� - FACE OF RET WALL ON PROPERTY UNE ;
0 8 AR RAS A 1 2d. as ,noon 10 caip•r TOTAL LANDSCAPE AREA 5,879 S.F.
235X OF SITE CnOW SECTION A—A
P 01C 12 ACR ACER RUM"M 1 gd, as shown 1-1/2 .
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8 CN CORNUS :.vTTALLII 1 gd. as shown 1" caliper
I PociAc Dogwood 1-1/2' PVC EXTG. HEDGES EXTG. HEDGES I D
EXISTING FEN EXTG. HEDGES " ELECTRIC IRR. CONTROLLER - -- --. -- :- __ -- -__ _ _ _ _ = _. = = = = _ = = = - _ y = _ - - _ - _ _ - ' _ _ - - _ ' - - _ - -
__ 1 PVC -� SUPPLY LINE IN 1 BURIED CONDUIT - - _ __ __ _ _ _ _ .� EVSTING CURB
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DATE 12555 S.W. HALL BLVD.
REFER TO TRACING FOR LATEST REVISION 6/19 ,106 PHONE: R 97223-6287 TM 'M ("I� Q PLM �
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DATE 1255" S.W. HALL BLVD.
REFER TO TRACING FOR LATEST REVISION 1 /6/06 p ONE' �5097223-6297 of
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