15700 SW PACIFIC HIGHWAY IFGEND w
NEW EXISTING .. . �+
[-
102 EXISTING CONTOUR - 1 FOOT INTERVALS SANITARY SEWER UNE 55
STORM SEWER UNE
EXISTING CONTOUR - 5 FOOT INTERVALS FIRE WATER UNE -
DOMESTIC WATER UNE "W -
z . MIn 102 NEW CONTOUR - 1 FOOT INTERVALS TELEPHOE
ENE E- r
1U0_ _ NEW CONTOUR - 5 FOOT INTERVALS NATURAL GAS UNE G
100.00 SPOT ELEVATIONCe
CATCH BASIN ELEVATIONS RIM 100.00 °� C. •�.
IE 97.00 E
CB 111���""111
RIM 100.00 CATH BASIN RIM ELEVATION MANHOLE ELEVATIONS MH =
- RIM 100.00
H MANHOLE RIM ELEVATION IE 97.00 OFFICE CU:' ,
RIM 100.00 EXISTING (E) \
DOWNSPOUT 0 DS ,��1�ED
(E) EXISTING CLEANOUT •CO Glut
t°f/O
CATCH BASIN MANHOLE O i� 15501 +
FIRE HYDRANT AFH
MANHOLE CATCH BASIN ■ `
DOUBLE DETECTOR CHECK VALVE E;;jDDCV "4y 25.
WATER METER OWM
/ CATCH BASIN BARRIER BACK FLOW PREVENTOR B38F SRL KORO
WATER VALVE •WV f %PARES: 6 30 07
BP X 2
0 W
BP x 2 x GENERAL NOTES Q
/ `i'd - 1. ALL WORK SHAD CONFORIA TO THE REQUIREMENTS OF THE JURISDICTION, O
SAW CUT, MATCH THE CURRENT EDITION OF THE UNIFORM PLUMBING CODE, THE UNIFORM
EXI TING PAVING. -__..-_. - BUILDING CODE, THE UNIFORM FIRE CODE, AND THE PROJECT
CB ' - SPECIFICATIONS (n
Bl U
z IEA-199.30 IN: 197.00 (8" SE) 2. THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED
/ IE OUT: 197.00 (8' S) (E) CONSTRUCTION DOCUMENTS INCLUDING ADDENDA ON TILE PROJECT SIZE A7 0 y
REPLACE EXISTING CB WITH TORMWATER ALL TIMES. C 7
x,. 1 4560' WATER QUALITY CATCH BASIN. 3. THE CONTRACTOR SHALL NOTIFY THE OREGON UTIUTr NOTIFICATION CENTER, Q
CONNECT TO EXISTING STOR DRAIN. CON TOR e 3 BUSINESS DAYS PRIOR TO ANY EXCAVATION, BY C',LING 600 332-2344. �F{
r TO VERIFY LOCATION AND D PTH BY POTHO INGI - V
PRIOR TO CONSTRUCTION ORDERING MATERIAL. 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF PRIVATE UnUTIES
/ NOTIFY ENGINEER OF DEPTH AND LOCATION. IF SUCH AS GAS, TELEPHONE, POWER, CARIE TELEVISION, ETC. CONFIRM VAULT
SUFFICIENT DEPTH IS NOT AILABLE: CONTRACTOR LOCATIONS WITH ENGINEER,
TO INVESTIGATE BY POTHOL G DOWNSTREAM.
/
BP0 5. THE CONTFW.TOR SHALL KEEP THE ENGINEER AND JURISDICTION INFORMED W
OF CONSTRUCTION PROGRESS TO FACILITATE SITE OBSERVATIONS AT
- -- ----- --- - - - REQUIRED INTERVALS. 24-HOUR NOTICE IS REQUIRED.
TM 01.8. 0 P x 2
ON ACTOR TO NOTIFY I 8. SUISTING RVVEY PREPAREDCONDITIONS
BY WWEDDLE k TOPOGRAPHIC
HDATEDUMAAY DATED MAY
7. 20pR2Y AND S
ENGINEER OF DEPTH AND
LOCATION OF POSSIBLE
CONFICTS PRIOR TO 7. FINISH GRADES ARE T BE BROUGHT TO WITHIN 0.08 FT IN 10 R OF THE
�
CONSTRUCTION OR GRADESHOWN AT OGAND TO WITHIN 0.03 FT IN 10 FT AT FINISH ORDERING MATERIAL. L,}}A, GRADE.. TALLOW
CONTRACTOR TO ALLOW FOR PLACEMENT OF REQUIRED TOPSOIL IN
_ ROUGH GRADING.
# i
S. GRADING ELEVATIONS AS SHOWN ON SITE AND LANDSCAPE PUNS ARE
!� FINISHED GRADE, WHICH INCLUDES SUBGRADE SOIL, TOPSOIL, SOIL
4W '1BBA �� I AMENDMENTS ROCKERY AND RUNOFF PROTECTION. CONTRACTOR IS
RESPONSIBLE TO COORDINATE GRADING WITH BOTH EXCAVATOR AND
BUILDING HEIGHT ANDSCAPE CONTRACTOR. Z
A« �" 9. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF PRIVATE UTILITIES Q
IE: 7.20 SUCH AS GAS, TELEPHONE, POWER, CABLE TELEVISION, ETC. CONFIRM J
_ VAULT LOCATIONS WITH ENGINEER. a-
4 \ - 10. THIS PLAN IS GENERALLY DIAGRAMMATIC. IT DOES NOT SHOW EVERY JOINT,
p
-" BEND, FITTING, OR ACCESSORY REQUIRED FOR CONSTRUCTION. '
r
11. CLEAN OUTS SHALL BE INSTALLED IN CONFORMANCE WITH UPC CHAPTER ~_
SEVEN, SECTION 707 AND SECTION 719. NOT ALL REQUIRED CLEAN OUTS J
ARE SHOWN-�
• C: lis. r � ; -_- .
IE: 197.70
r D.S. I [-)P 12. THE CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS. NOTIFY
(T�YP) 8.65 I CONNECTIONNEER FTO�EXISTING IATIONS IUTIUTESmAND LOCATIONSONS SHOWN NW ERE NEWS THE UTIUTES POINTS OF
WILL CROSS EXISTING UTILITIES SHALL BE VERIFIED BY POTHOLLING PRIOR TO
0 6" MATCH.AW CUT
STM 0. I CONSTRUCTION CR ORDERING MATERIALS. IT IS THE CONTRACTORS
R+ IE: 198.10 RESPONSIBIUtt TO SCHEDULE POTHOWNG SUCH THAT IF CONFLICTS ARE
-- I EXISTING PAVING. ENCOUNTERED, SUFFICIENT TIME EXISTS TO PREPARE MODIFIED DESIGNS AND
HAVE THE MODIFICATIONS APPROVED BY THE JURISDICTION WITHOUT
IE:19 15 IMPACTING THE PROJECT SCHEDULE.
D.S.
IE: 198.65 13. £TORN DRAIN FITTINGS ARE TO BE ECCENTRIC.
11rS/iM�M (TYP) I 14. ST)RM PIPE SIZING IS BASED ON THE CURRENT UNIFORM PLUMBING CODE.
-'
---
d � I 200..3 F: 9 15. DOMESTIC WATER ONES AND ACCESSORIES BETWEEN THE WATER METER AND
, ANS - 199.4 r' - THE 9UILDING SHALL BE INSTALLED BY A LICENSED PLUMBER EMPLOYED BY
� ' 6" STM 0 168% / EXISTING INLET A LICENSED PLUMBING CONTRACTOR.
.... ".$ a pw. . YI 'YiiC •-L_.._.._ TO REMAIN
SID
1 IE: 197.51 18. UTILITIES WITHIN FORE FEET OF A BUILDING SHALL BE CONSTRUCTED OF
MATERIALS APPROVED FOR INTERIOR USE AS DESCRIBED IN THE CURRENT
'. • -A'M .: %._.__ (ASSUMED) EDITION OF THE UPC
v_j IE: • 17. CHANGES IN DIRECTION OF DRAINAGE PIPING SHALL BE MADE BY THE Y,
x APPROPRIATE USE OF APPROVED FITTINGS AND SHALL BE OF THE ANGLES
RELOCATE STORM PRESENTED BY ONE-SIXTEENIH BEND, ONE-EIGHTH BEND, ONE-SIXTH BEND
X�x y-+--Xxz X --z OR OTHER APPROVED FITTINGS OF EQUIVALENT SWEEP.
ABANDON OR C.O. 18. THE CONTRACTOR TO LOCATE EXISTING SANITARY SEWER AND ADJUST TO
REMOVE EXISTING IE: 196.90 - PROVIDE SERVICE 70 NEW BUILDING. M R/V mrzxm AA[ 1R PMm[xrr a
h 'PEr LOIIAAl1110 FMNaIt MIC
STORM LINE REL AT ISTINGAM AW W m s M M Immune
WA N A 19. SLOPE NEW GRADE AWAY FROM BUILDING AT 2E FOR 5' MIN. a Mr Y 0®I m m A
NECESSARY1�1M13 Diems e
20. INSTALL CLEAN OUTS AT ALL DOWN SPOUT LOCATIONS.
nnTr tavm2�i a.liEt<
21. LOCATION OF EXISTING STORM DRAIN AND SANITARY SEWER LINES ARE BASED Fnj;NAMP t>10d.1
RECORD DRAWINGS BY MACKENZIE ENGINEERING INC., DATED DECEMBER 12, IAA'WN BY. SAD
CITY OF TIGARD 1986. CONTRACTOR TO VERIFY LOCATION BY POTHOWNG PRIOR TO
IYrt.lw CONSTRUCTION OR ORDERING MATERIAL. r'NKn BY. KIK
Approved...�A.}y.. ...__.......�..............[K I -
Conditionally Approved.........................1 [. sxeFT
For only the work as described In: AFf,FIVFD
PERMIT Nto: Follow M .. ..5:3..... AI_-_ STH ��7 STV �1 /� • r�
Sea Letter to:Attach
............................. .[ I Y 1 L 2 4 rLAN /-�T V
Atlacn....................... ..... ( I-.
Jhb Address:�S"700,{4+PAs' x ALIE r - v
I': .?i-14AYJr1L13�Jr-DaIa..Ly[lS1AAS ( i
Permit Set - December 2005
OFFICE COP)"
A *-Kok Yt'Y \T no r.'1
3 4 4 6 7 e 9 !O 1 12 13 is 1e 17 Ia 19 20 21 22 23 24 25 25 27 28 29 30
amm. .m
+NLU»LMANMdMM!:-4IMiWAlUJ.11,lILW1M �. MFMJ:I)1 )DlMM,L1M: 114M7J�6. +..'Il�YbW41� ! 4Lr14+W1L�I lU4iL,l;.oa
MILMEN DESIGN GROUP, P.C.
rip'*fffiLTLI11k • SPA(k PI ANNIN(;
•7(;S(rS.W. Beveland,Suitc 121)
/ "Irigard, Oregon 97223-t CO2
(.503) 1444)552
v i r i d i a n
ENVIRONMENTAL DESIGN
813 SW Alder, Mezzanine H
Portland, Oregon 97205
PH= 503 222 1639
k FX.503 222 1853
1 S TERM,
410 •
h11CHA1'.l.u'HHIfN
t
L U GEN D J �A okEc,98
COPE XO
Owner:
Shurgard
+ Storage
"a~ Coda
a v too V# ^4wa lyd+tr" 'or! tq WOY'9d
> • .SII V-0" 1 prop— -v- 4v "so T� 11(i(i,) Redwood ttTwri
Castro Valley, Califllr111,194 X46
t «Ie+1w�•, MIM !e sr.Y•,.,.r�„�-. / ---- _
Project:
, SMp,rlw'► "•1'll►� ��1"�"
.4K.&-o" P rTV et
�..+ t ..l '-Mor" SW a as snown f� New Oice
�w�w•ar • �' m � � o>" ?hrxlendron
/ Building
r A timr is S;+h_-e as s n own
o4ov I >sm ,v—VAc Fce Mountain Laurel
to *wp! ' A ;mss SW.e a9 Shown / � • r ,� � •
0040owa r• w rV Edarard VII' - Red Currant / I . 15700 SW Pacific I(wy
'<irng City, Oregon
* J0 WWI $ A ;40'ls Space a s Shown
Y
•r IAw%ma T►efteyi - Dwarf Redtwlg f)ogwood • • —
I-* '4*-r-' 1 ..4 patts Space as shown �� • • I Sheet Title:
.� .. �
it te- •s Aacf Strawberry
r .o
• � ' • � planting
/ phll
• 9 • •
-0 aw O w l,t► amm to be urVated by a fully
wo W*001* 4 W"goo ► system.
I �(J u U ❑ _ I O ❑ 0 ❑ 0 O
� I{eVISIUII.S:
vft OPEN DESIGN GROUP, r c 2005. ALL
,,IS RESERVED Q --
'MESE DRAWINGS ARE THE PRIPERT, 0<
MILDREN DESIGN GR)UP, P.C. ANO APE
401 TO 8E USED OR REPRODUCED 1N ANY
MANNER, EXCEPT WITH TMC PRIOR WRITTEN
OERMISSION OF MII_DQEN 0£SIGN 4Q0UP, P.C.
Date: 28 M:weinkt- 2005
Drawn hy: ( pecked by:
MU) Mk:O
Jot) Numix•r: - l(AZA
Sheet U f
r , hermit Sumbittal - December 2, 2005 L 1 . 1
W ' A
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NOTES:
1.) LOCATION OF QUICK COUPLER WITHIN VALVE BOX IS SHOWN FOR
CLARIFICATION ONLY. INSTALL AND OFF-SET OF MAINLINE AND TOP OF BARK MUL(:H
CENTERED IN BOX WITH AUTO VALVE TO GIVE MAXIMUM CLEARANCE. / MILDREN DESIGN GROLIP, P.C.
TOPO
2.) EXACT FITTING REQUIREMENTS, COMPONENT SHAPES AND SEQUENCE FINISHED GRADE OR
-/ TOP OF SOD \W f'!i Gtr(-!Vlth e tiI'Al ! I'+ .1'V!\Itit
MAY DIFFER FROM THAT SHOWN.
FINISHED GRADE
E I I zL� l- Tigard, Oregon 97223-:692
- - - - PCP-UP ASSEMBLY ,
/ LINE SIZE GATE VALVE z E n-�- I (503) 244-(Ir);i2
n 1I ,
,� ,,,,.,� t ' •' ' d �� ,, IF POSSIBLE LOCATE QUICK COUPLER L�`�'=
WITH VALVE IN BOX INSTALL ASSEMBLY
PER DETAIL AND ATTACH WITHP.V.C. SCHED. 80 NIPPLE
I a •
12mm GALV. PIPE X 900mm LONG-ATTACH o t - -
I TO RISER WITH TWO S.S. IRRIGATION BANDS „ T I _ SCHED. 40 P.V.C. STREET EL
f _� SCHED. 40 P.V.C. T X T 90 DEG. EL
X144 It / �.---- AMETEK STANDARD VALVE BOX P.V.C. SCHED. BO NIPPLE � v i z i. d i a n
• •'i. :. :!•4 , Z W TH GREEN CV LOCKING LID �'-NVIRONMENTAL DESIGN
460mm COIL OF WIRE
LATERAL UNE
� I SPECIFIED AUTO. VALVE
_ CL 200 PVC
E M - IRRIGATION LATERAL
L---- SCHED. 40 ELBOW OR TEE 813 SW lUder, Mezzanine B 1
w �.
I "'�".•,"•.•. """ UNION, EACH SIDE OF VALVE I I ordand,Oregon 97205
1= ` - 150mm MIN 20mm ROUND WASHED GRAVEL -- -- STR' T
- SCHED. 40 P.V.C. �E EL PH: 5032221639
\ - ------ 100mmX 2ooppMrnX 400mm CONCRETE Fx:503.222.1s!53
BLOCK, 4 REQ D TYP.
- MAINLINE SCHED. 40
CROSS OR TEE SWING JOINT
"OsTROL yAL VE CONTROL VALVE ASSEMBLYASSEMELY FC,R ROTOR HEADS _ 1STFR
Section SCALE. NTS Section SCALE: NTS S#rction 'CJ
a vw ► "'� I
0 41+J •
• I
r" A R IIAI'I ollkll N V
y ()k t(,1►N (�
:.�. •,�(ATION ____ ___ __ 80mm MIN. FROM EDGE OF TRENCH, I 1 31 9k
v°
PAVING OR FOOTING r 900mm 4N.) BELOW UNDER WRROAD SURFACES. I `PO4 �
ADJUST AS NEEDED TO NEGOTIATE I pF AR
AROUND OBSTRUCTIONS WHILE MAINTAINING
AT LEAST INDICATED MINIMUM CEPTHS,
FINISH GRADE _ _
v C SLEEVE
�• E �;II- - I!- I _ ' SPECIFIED PIPE BACKFILL -*,c-�a-' a PAVING Shurgal-d
i
A. ,� SPECIFIED FILL: COMPACTED
-_i = - LATERAL LINE 1=1 I ' :I I1_I FOR ROAD SU9-GRADE
j' -1 Storage
+raM +�+r. - - `; --- MAINLINE SLEEVE: CLASS 200 PVC.
E z 4i _- iI EXTEND 150mm BEYOND EDGE OF I
.M-A "04 h'f 1 B', p I_ -- OMMON AND CONTROL WIRE PAVEMENT, CURB, AND WALL.
x f-T(1' 1T BUNDLE ® 3m INTERVALS)
T I
21669 Redwoal R(w(I j.
CaStp) VallcV, ( alif(irm, 04546
1
I
A ASSEMBLY TRENCHING IN PLANTING AREA IRRIGAI-ION SLEEVES UNDER PAVEMENT
�-�- Section (D
SCALE: NTS Section SCALE: NTS Section 1'r(!1ect:
- - -- - - - - - New Office
PREVAILING 120 d NOTE: STAIN TREE STAKES PREVAILIN" 120 d
WIND A, SPECIFIED STAIN TREE STAKES r �� �' E WIN E� 111 �(�111
AS SPECIFIED
...._..._rik!S►tED GRADE I �
STAKING PLAN p
�J'i (STAKING PLAN '� 3 50mm DIAM. SPECIFIED TREE
!N LAWN - S3T)AKES, ATDTACH SPECIFIED
TREE ,' �1)AKES, ATTACH TO TREE
n I WITH TWO STRANDS WITH TWO STRANDS
TWISTrD NO. 12 NEW GA V.
SPECIFIED - 2 WI TED No. 1 NEW GA6V.
�I L S
PRETi NEW 16mm RUBBER HOSE SPECIFIEC; L`? WIRE & NEW 1 !nm RUB ER HOSE
TREE I� / TREE ? � c ��� SSEE1 RpWN F R 15 700 SW Pic if 1c I Iwv
SSEE po RR 1 AT N SH Gf ADEOOTCALL King ('tty. ()rcg(,n
- 25t1mm ROUND VALVE BOX I - ATTFINRSHf�ADE00TBALl "11
FII
NG VALVEMM R�qp FRp REQ,' �Ap F p
MOUNSKCITED 0 m ABOVE FjEO QUICK I DIRT GRADE FINISH I � � PO1 B f ROOTBAM FINISH TQP' ZINRo? TALL
APTEO T%KING GRADE Ar TER TAKING
�F GRADE �"` BARK MULCH - 50mm DEPTH BARK MULCH - 50mm DEPTH
-__SCHED 80 P.V.C. NIPPLE, 20mmX 200mm MIN. BARK MULCH CIRCLE \ BARK MULCH CIRCLE Sheet •1 Itle:
i
40 P.V.C. STREET EL SHA STAKES IN T
EXTEND 50m BEYOND
D \ SHALL EXTEND 150mm BEYOND
40 P.V,C. T X T 90 DEG. EL TREE STAKES IN PJRF AREAS Landscape
D. 80 P.V.C. NIPPLE, 20mmX 200mm MIN. �' __ -
+,,• BACKFILL SOIL MIXTURE �n - BACKFILL SOIL MIXTURE
SCHE
._. --MAINLINE asr3+ ,`r
COMPACTED BACKFILL COMPACTED BACKFILL Detail
-•- --•-SCHED. 40 P.V.C. STREET EI_ SOIL MIXTURE ! SOIL MIXTURE
_____.S�Ep 40 ELBOW OR TEE -• STAKES SHALL EXTEND E ROCTBALI DIA. - STAKES SHALL `XTEND Sheet
E ROOIBALL DIA. MINIMUM OF THREE FEET MINIMUM OF THREE FEET
INTO UNDISTURBED SOIL of + 610mm INTO UNDISTURBED SOIL
0 SCARIFY SIDES o SCARIFY SI
& BOTTOM & BOTTOiDES
M
WCC--COUPLER VALVE ASSEMBLY 'y1S
ONIFEROUS TREE PLANTING ECIDUOUS TREE PLANTING
Section ALE:: NTS s.ctton @-PSC—ALE: NTS Section
i;.
(1) ALL GROUND COVER
SHALL BE PLANTED AT
ti../ EQUAL TRIANGU!_AR
SPACING PER ON CENTER
r:. SPACING AS SPECIFIED
ON PLANTING PLAN
(2) LOCATE GROUND COVER
ONE HALF OF SPECIFIED
► � raxw •w• SPACING DISTANCE FROM
ANY CURB, SIDEWALK, OR
h, wn " '•` ` OTHER HARD SURFACE,
UNLESS OTHERWISE
SPECIFIED. y1;DRLN DEsi�51N cRauP, P C. 2(yi., A_
RIGHTS RESERVED
THESE DRAWINGS ARE T4E PROPERTY
MILCRO SE USED OR REPRODUCED IN ANY
I-I� EN DESIGN GROUP, P.0, AND ARE
L AL NOT
MANNER, EXC:PT WITH THE PRIOR WRITTEN
PERMISSION 6► MILDREN DESIGN GROUP, P C
Date: GH N' lvcttllx:r 2W,I
Drawn by: ( Necked Try:
ALS ML:(►
.� GROUNDCOVER/SHRUB COVER PLANTING -
Wad WSCALE: NTS Plan
Joh Nurrllx r: 1 0429,�
Shot
N,%,rmii &umbittal -- December 2, 2005 L2. 1
.. " ..r,;yY.� ....,,.:«••. " ,d<.'ate,., .i ..
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