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GENERAL NOTES
CONDOMINIUMSol
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT CITY OF T I GARD STANDARD AND THE UN i FORM !/ %� ®
BUILDING CODE (UBC)- AT TIME OF PERMIT ISSUANCE A PRE-CONSTRUCTION CONFERENCE IS REQU I RED PRIOR 'i O ANY � w�� //� M � S . ♦ �, ®� �
ON SITE WORK.
2• CONTRACTOR SHALL EXPOSE AND VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION
AND NOTIFY ENGINEER OF ANY CONFLICTS. ,
3. STRIPPINGS, ORGANIC AND OTHER UNDESIRABLE MATERIAL SHALL BE REMOVED FROM THE JOB SITE UNLESS OTHERWISE
APPROVED BY THE GEOTECHNICAL ENGINEER.
4. CONTRACTOR TO LEAVE ALL AREAS OF PROJECT FREE OF DEBRIS AND UNUSED CONSTRUCTION MATERIALS. �( INV ,/ I �0t�r+�'
1� P y
5. ALL DISTURBED AREAS NOT LANDSCAPED ARE TO BE SEEDED TO PREVENT EROSION. SEE EROSION CONTROL-NOTES AND - a�,�1p o \ i I c+,, 464ft N
DETAILS PLAN.
6, ANY AREA ACCEPTING EMBANKMENT SHALL BE STRIPPED OF ORGANIC MATERIALS AND DEBRIS TO A DEPTH OF 2 TO 6 t�ttttbo�r e
Li
INCHES. THE SOILS ENGINEER SHALL REVIEW ALL AREAS PREPARED FOR EMBANKMENT PRIOR TO PLACEMENT OF ANY o
MATER I ALS. THE CONTRACTOR SHALL ALLOW T I ME I N THE CONSTRUCT I ON SCHEDULE FOR THE TEST I NG OF MATER I ALS 1 \ ` �� �d�� '
AND THE RESULTS TO BE REVIEWED BY THE ENGINEER. AFTER STRIPPING, AND REVIEW BY THE SOILS ENGINEER, THE L I \ I 1 m M AN�t N
UPPER TWELVE INCHES OF ON-SITE MATER I ALS SHALL BE COMPACTED TO 95% OF THE RELATIVE MAXIMUM DENSITY 1 I I I I 0 to, x AEwEVK Oi/3o�2107
TESTED PER THE SOILS REPORT. EMBANKMENTS SHALL BE PLACED IN EIGHT INCH LAYERS AND COMPACTED TO 91X ( 910
1 --
AASHTO T180. THE MOISTURE CONTENT OF THE ON-SITE AND EMBANKMENT MATERIALS SHALL NOT BE MORE OR LESS I
THAN TWO PERCENT FROM THE OPTIMUM MOISTURE CONTENT. ALL EXCAVATION AND EMBANKMENT CONSTRUCTION SHALL 00 1 I .1
CONFORM TO THE GEOTECHNICAL REPORT, THE 1997 UBC (CHAPTER 33), AND THE CITY S SPECIFICATIONS. -
7. ROCKS LARGER THAN 12 INCHES IN DIAMETER, ROOTS, BRUSH AND REFUSE OF ANY KIND SHALL BE EXPORTED AND I I I I I VICINITY MAP
DISPOSED OF OFF-SITE BY THE C% RACTOR, UNLESS OTHERWISE DIRECTED BY THE ENGINEER, AT NO EXTRA COST TO I _ Li
THE OWNER. L.
A. DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL USE ADDITIONAL EROSION CONTROL MEASURES AS - 1 �� ��s _ j "SPRINGWOOD GARDEN"
NECESSARY TO PREVENT SILTING EXISTING DRAINAGE WAYS OR STORM DRAINS AND ADJACENT PROPERTIES IN ( _�
Ian,, D APARTMENTS SHEET INDEX
i
ADOORDANCE WITH CLEAN WATER SERVICES (CWS) STANDARDS AND NPDES PERMIT RLQU I REMENTS. THESE MEASURES MAY
INCLUDE PLACEMENT OF 810-FILTER 13AGS OR OTHER MEANS APPROVED BY THE ENGINEER. THE COST OF SUCH MEASURES
SMALL BE CONSIDERED I NC I DENTAL TO THE CONSTRUCTION OF STREETS AND PIPING SYSTEMS AND SHALL NOT REQUIRE E -- k i ►r I i F -1 4 I C 1 .0 COVER SHEET
DIRECT PAYMENT. �,, \ `___! ~ I I I I I I I -1 C1 . 1 CONDITIONS OF APPROVAL
9. CONTRACTOR TO CONTACT CITY INSPECTION HOTLINE AT 693-7584 FOR INSPECTIONS. ALL CUT AND EMBANKMENT - - • ;_ - m C2.0 EXISTING CONDITIONS AND GRADING PLAN
SLOPES CONSTRUCTED IN THIS PROJECT SHALL BE PROTECTED BY EROSION CONTROL MATERIAL AND SHALL BE SEEDED 'r�' :` "" ' ' �'' '" "?
AND MULCHED TO CLEAN WATER SERVICES SPECIFICATIONS AND NPDES PERMIT REQUIREMENTS. WET WEATHER E.C. WMI '� C3.0 SANITARY AND STORM PLAN, DETENTION AND WATER QUALITY FACILITY
MEASURES WILL BE ESTABLISW:D BETWEEN THE MONTHS OF NOV. I AND APRIL 30. REFER TO EROSION PREVENTION AND ENGlEW00D PARK - ':, N C4.0 CONSTRUCTION DETAILS
SEDIMENT CONTROL TECH. HANDBOOK, SEC. 3.3.7 & 3.3.8. xGRAVEL GRAVEL
OR oR C4. 1 CONSTRUCTION DETAILS
10. CONTRACTOR MUST PREVENT EROSION FROM REACHING NATURAL STREAMS AT ALL TIMES. c J oN �: � LAWNLAwN oo m C5.0 LANDSCAPE PLAN
11. ALL STORM DRAIN PIPE TO BE PVC (ASTM D3034, SDR 35) FOR 4"-15", ASTM F679 (WALL THICKNESS T-1), ASTM D2412
2. STIFFNESS FOR 180-36", UNLESS OTHERWISE NOTED ON PLANS. -- - -,
ALL SAN I TARY SEWER P I PE TO BE PVC PER ASTM D3034, SDR 35, UNLESS OTHERW I SE NOTED. 28' x 64' I I
13. MINIMUM COVER OVER SANITARY SEWER IS TO BE 36" AS MEASURED FROM FINISH GRADE TO TOP OF PIPE, UNLESS BLDG 2
OTHERWISE NOTED. I
14. MINIMUM COVER OVER WATERLINES IS TO BE 36" AS MEASURED FROM FINISH GRADE TO TOP OF PIPE. MINIMUM
VERTICAL SEPARATION BETWEEN WATERLINE AND SANITARY SEWER AT A CROSSING IS 18 INCHES. SANITARY SEWER pi \
UNDER WATERLINE CROSSINGS WITH LESS THAN 18 INCHES VERTICAL SEPARATION SHALL BE CONSTRUCTED OF DUCTILE ot \
pr \ I
&owl
I RON P I PE W I TH WATERT I GHT JO I NTS. THE SEWER SHALL BE CONSTRUCTED OF DUCT I LE I RON WHEREVER I T CROSSES \� \ H so ct'o� o\ ~jT
OVER THE WATERLINE. IN SUCH CASES THE 18-FOOT LENGTH OF SANITARY SEWER SHALL BE CENTERED AT THE
CROSSING. \ L.
15. ALL WATERLINE FOR PUBLIC OWNERSHIP AND MAINTENANCE SHALL BE CEMENT LINED DUCTILE IRON PIPE, CLASS 52, \� ` OWMRU
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W 1 TH TYTON JOINTS. M - - - _ - - -- - - - O U
16. CONCRETE THRUST BLOCKING SHALL BE PROVIDED AT ALL WATERLINE FITTINGS AS REQUIRED BY CITY OF TIGARD i \ Name: Muslin. Educational Trust Center W
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STANDARDS. BLOCKING SHALL BE POURED AGAINST UNDISTURBED EARTH AND CLEAR OF JOINT ACCESSORIES. BEARING �'sA
AREA OF THRUST BLOCK SHALL BE COMPUTED ON THE BASIS OF ALLOWABLE SOIL BEARING PRESSURE. F��� \ SITE A R E S S: Contact: W a�d1 Said • Q Li
\ SW CHOLLS FERRY ROAD 03 228-3754 503 579-6621 c - _
� 17. WATERL!NES SHALL BE PRESSURE TESTED FOLLOWING COMPLETION. TEST PRESSURE SHALL BE 15(► PSI (AT LOWEST � \\ ,� �• 10330 " " Phone: 5 , ( ) � � �
W POINT IN TEST SECTION) TO BE HELD FOR A PERIOD OF 30 MINUTES. SEE CITY OF TIGARD FOR MINIMUM STANDARDS \� s' , \ T I GARD, OR g 7 2 2 3 SPRINGWOOOD GARDEN Fax: 503 228- 1273 ,+,� 0
APARTMENFOR ALLOWABLE LEAKAGE. NOTIFY CITY 24 HOURS PRIOR TO TESTING. � '�OIx
40 0, 40 80 �'c^f� \ � W
18, PRIOR TO BEING PLACED IN SERVICE, THE WATERLINE AND SERVICES SHALL BE FLUSHED, STERILIZED, AND RE-FLUSHED, �\ \ TAX L 0 T # I S I AEI-0 3 300 >
+
IN ACCORDANCE WITH STANDARD METHODS OF THE HEALTH DIVISION, DEPARTMENT OF HUMAN RESOURCES, STATE of SCALE IN FEETCIVIL ENGINEER
OREGON. CONTRACTOR SHALL COORDINATE BACTERIOLOGICAL TESTS f% REQUESTED BY THE CITY. NOTIFY CITY A \ZONING R- 12
MINIMUM OF 24 HOURS PRIOR TO TESTING.
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ALL CRETE IS TO HAVE A MINIMUM 3,300 PSI COMPRESSION STRENGTH AT 28 DAYS OR AS NOTED ON PLANS OR IN Name: OTAK, INC.
19 DETAILS. PROVIDE CITY AND ENGINEER COPY OF TEST RESULTS.
PROJECT MAP Contact: Adnan Haddad, PE
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20. ALL UT!L I TY COVERS, FRAMES AND GRATES TO BE FLUSH WITH FINISH GRADE UNLESS OTHERWISE RATED ON PLAN. Phone. 503 635 3 618
UJFax: 503 635-5305
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a 21. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF APPLICABLE GOVERNING
.
AGENCY STANDARDS AT THE JOB SITE DURING RELATED CONSTRUCTION OPERATIONS.
CITY OF TIGARD 692-2000
ATTENTION EXCAVATORS: OREGON LAW REQU I RES COMPLIANCE WITH OAR 952-001 -0010 THROUGH GOVERNING JURISDICTION
CLEAN WATER SERVICES 648-8621 / 844-8444 INSPECTION OAR 952-001 -0090. THESE RULES MAY BE OBTAINED BY CALLING OREGON UTILITY NOTIFICATION ''�
Incorporated
22• THE OWNER SHALL PROVIDE ONE SET OF CONSTRUCTION STAKES FOR THE CONTRACTOR'S USE AS SPECIFIED IN THE CENTER (503) 232- 1987. CONTRACTOR MUST NOT I FY THE CENTER AT LEAST TWO WORK I NG DAYS Name: City Of Tigand V 17355 SW Boones FerryRd.
o CONTRACT DOCUMENTS AND SPECIFICATIONS. THE CONTRACTOR SHALL DESIGNATE A REPRESENTATIVE OR
REPRESENTATIVES WHO ARE AUTHORIZED TO REQUEST STAKES. ONLY REQUESTS FROM THE AUTHORIZED BEFORE, BUT NOT MORE THAN TEN DAYS BEFORE DOMMENC ING EXCAVATION. Contact: Planning Division CITY OF TIGARD like Owego, Oregon 7035
�
a REPRESENTAT I vE(S) WILL BE HONORED. STAKING REQUESTS SHALL BE MADE AT LEAST 24 HOURS PRIOR TO THE NEED FOR CALL BEFORE Y 0 U DIG 1 --800- 332- 2344 Phone: (5 0 3) 639-4171 Approved...................................I A< Phone: (503) 635-3616
o I onditlonaAlty Approved..................... I I FAX: (503) 635-5395
SAID STAKES THROUGH DAVE LIDEN AT OTAK (699-2401). ALL REQUESTS FOR EXTRA STAKES OR RESTAKING SHALL BE Fax: (503) 684-7297 xonivthe rkdescribedin: Internet. WWW.Otak.COM
N MADE THROUGH THE OWNER'S AUTHOR I ZED REPRESENTAT I VE(S). ISE yMIT NO. ' ex 13�l2-
o SiyeIotter to: Follow.....•. ••.._....... ! I 13449 MET C10
Attach.•. ..�.I
!�� Project No. Drawing No.
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City of Tigard
Y Permit # ENG 2006-00083 Sheet o. C
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OFFICE COPY Copyright 2004
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Ltscale 1 K. DECISION
Resolvec__ In recognition of the ftn4ng:r rend conclusions caltatned baser,Reid itrce►rpor ADS s
March 10, 2004 the Staff Report and public Watiuony and exhibit&received in this matter,die heartag�
c343x00 _ officer hemby approves CUP 2002-00003, VAR 2002-00009 and SLR 2002-00004 and-
00006(MET Center),subject to the following conditions of approval :
OTAK, Inc CITY OF TICARD
Attn: ,ferry Offer OREGON0 -
17355 SW Boones Ferry Road -
Lake Oswego, OR 97223 W
• and approval: a
RE: CUP2002.00003, VAR2002-00009, 3LR2002-000004, and SLR 2002 m — - - -
1. Poor to the issuance of building permits,the applicant shall: M
Education Trust Center extension request.
S. Sur-mit and mzive approval of a lighting plan for the site showing that lighu - ---
Dear Mr. Offer: will not cause significant adverse off-site impacts.For purposes of tris
decision, light is not a significant adverse impact if it is not mom than one G n a
This letter is in response to your request for sone-year extension to the approval of the foot-carndle at the property Gere or if it is shielded to prevent light from being — -
Muslim Education Trust Center Conditional Use Permit (CUP2002-00003), and the cast away from the brulding on which it is situated or toward tyre est or z rn z
souttrerrst' z
associated applications. Your request has been approved based on the folk)wIng findings of
fact in consideration of the criteria of Tigard Development Code Section 18.360.030(D). b. Submit a revised landscape plan to show the applicant will plant a minimum
six-foot hi$tr evergreen hedge between the modular structures and the water
1. No changes are m&10 on the original site development review plan as approved by quality facility if the applicant has not stared construction of phase 2 within
the director. titer= years of the effective date of this final order.
The applicants' representative has indicated in the narrative that the approved plans will not C. Submit and receive approval of a revised site plan showing where HVAC
equipment will be situated with supplements and/or amend *1 the be altered from those that were approved. as necessary to show views of the eequipnw nt from ofd r�ie a.- -.,amu,►ad and
that the equipment will not cause noise in r.>r.,ess of envirunmer W
2. The applicant can show intent of Initiating construction on the site within the one performai ue standards(CDC 18.725 330)or that equipment noise will be
year extension period; and mitigated using sound attenuating treasures.
According to the applicant, the final plans for phase 1 are being completed, and submitted for 2. Prior to site work for each phase,the applicant shall provide a sign-off icier tion
building permit review within the next few weeks. In addition, the applicant has indicated that the franchise hauler that se vice ,the site with a letax approving the facility location.
they intend to initiate construction within the one year extension ,period. 3, Prior to the issuance of buildingg pertnits, the applicant shall revise the packing plan S y o Nte�'
parks wW 28 bicycle \y
to accommodate 14 bicycle ng spaces with phage I, yc paalat�g 464"PE
3. There have been no changes to the applicable Comprehensive Plan policies and =1h phase H. Said spaces mst be designed and constructed to deo
ordinance provisions on which the approval was based. that are identified in TDC Section 18.765.050
v� ornaooN o0
To staff's knowledge, there have been no changes to the applicable Comprehensive Plan 4. Prior to the issuance of building permits,the applicant shall relocate the existing ,a
policies and ordinances that would affect this approval. drain link fence outside of the identified 50-foot vegetated corridor, and revegetate �'r" 4N IS NSC
the affected areas with native vegetation nes requited by Clear.Water Services.
rlErEVAI 06/30/2107
The applicant has until March 5, 2005 to be in substantial conformance within the original
decision. 5. Prior to site work for either phase,the applicant shall submit a tree plan from a
ce& ied arborist that identifies the location,health and size of all trees over six
inches in diameter at DBH on site,and the applicant shall identify which of those
If you have any questions, call me at (503)639-4171 ext. 2434. ttom over 12 inches art to be removed to accommodate coda,. The applicant
shall retain the nature conifer trees at the;southeast corner of the site as shown on
Sincerjoy, the preliminary landscape plan unless a qualified arborist shows they are unhealthy
or unsafe.
Brad Kilby, AICD'
Associate Planner
13125 SW Holl Blvd., Tigard OR 97223(503)639-4171 TDD(503)6842772
6. Prior to site work, the applicant shall provide city staff with a mitigation plan for to
those trees over twelve inches DBH that have to be removed in accordance with rand approval: y� y fro rj,)
TDC Section 18.790(Bx2). 15. Prior to final occupancy of the building in phase I.the applicant shall install or 0
guarantee the timely installation of the peripheral landscape buffer shown on O
7. Prior to site work for either phase,the applicant shall submit a tree protection plan DrawingEX-32 on the east and south O
from a certified arborist that defines standards that will be used by the applicant to property lines of the site. O
protect uveas during and after construction as required by Section 18.790.030(B)(4). 16. Prior to final occupancy of the building in phase,til,the applicant shall: I
N
8. Prior to site work,the applicant shall provide the City Arborist with a construction A. Install a street tree that is identified as a desirable sheet tree in the approved cr)
sequence including installation and removal of tree protection devices,clearing, list at the location of the access way that is proposed to be relocated
Fading,and Paving- U
b. Show that the 17 designated carpool spaces and the 4 accessible parking o
9. Prior to site wont,the applicant shall notify the City Arborist when tree protection spaces are properly designed and designated pursuant to TDC Section
measures are in piece so that he may verify that the measures will function properly .18.765.0
prior to construction. 30(F� and(G). T-01Q
17. Prior to placement of any signs on site,the applicant shall apply for a sign permit C O
10. Prior to site work, the applicant shall submit an erosion control plan for work within and supply staff with the appropriate plans to verify compliance with TDC Chapter X
the 50-foot buffer area of H '�
in Creek. 18.780. zCL
Submit to the Engineering Department(Brian stager, 633 4171,ext. 2471)for Submit to the Engineering Department (Briar. Rager, 639-4171, ext. 2471) for C0O Q
review and approval: review and approval: Q 0
11. Prior to issuance of a site permit fcr Phase 2,a Public Facility Improvement(PPI) 18. To ensure compliance with Clean Water Services design and construction standards,permit is required for thio project to cover the-, posed sewer connexion at the the applicant shall employ the design engineer responsible for the design and , , (Y O
osouthwest ruttier and any other work in a public easement. Six(6)sets of detailed specifications of the private water quality facility to perform construction and visual • O
Inc improvement plans shall be submitted for review to the Engineering observation of the water quality facility for compliance with the design and
at. NOTE:these lana are in addition to an drawl required b the pec pec made at significant stages, and at r�-t Z
u � Y � Y specifications. These inspections shall be
guiding Division and should only include sheets relevant to public improvenants. completion of the construction. Prior to final building inspa,-tion, the design • O
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Public Facility Improvement(PFI)permit plans shall conform to City of Tigard engineer shall provide the City of Tigard(Inspection Supervisor)with written F--
Public InIsovement Design Standards,which are available at City Hall and the confmnadon that the water quality facility is in compliance with the deign and .�••� � �
o. City's web page(www.ci.tigard.or.ua). specifications. Staff Contact: Hap Watkins, Building Division. •F • <
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12. The PFI permit pian submittal shall include the exact legal name,address and 19. Prior to final inspection,the applicaint shall demonstiWe that they have completed the j U
tele gicine number of the individual or corporate entity who will be designated sus the requited improvements for Scholls Ferry Road as directed by Washington County.
o "Permittee",and who will provide the financial assurance for the public y
imprvven ats. For emunple,specify if the entity is a on,limited
cocporaa
pannerthip,Li C,etc. Also specify doe state within which the entity is inch
W
and provide the raters;of thecontact pion. Failure to provide accurate
information to the EngitneerincDepartment will delay processing of project
documents.
20. Outdoor recreational activities 8:00 PM and ai.,prohibited after 9:00 PgenerallyM on those infrequent occasions when d should not occur before 8:00 AM nor after
13. Prior to issuance of the site permit,the applicant shall obtain a facility permit from 8:00
t+ectratidxtal activities do continue anter 8:40 PM.
the Department of Land Use and Transportation of Washington County, to pafottin
work within the right-of=-way of Scholb Ferry Road. A cop shall be providead to �.,� f
the City Engineering Department. The applicant shall also demonstrate that they DATED flue 19th day August, 2002. V Incorpc t ,�
have satisfied the County's requirements listed in the lune 20,2002 kou and any 17355 SNI Boones Ferry Rd
submsment conditions listed in the County's Traffic Staff Report. Lake Owego, Oregon 97035
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14. The applicant shall provide an on-site water quality facility as. uired by Clean Phone; (503) 635-3618395
�q FAX (503) 635-5395
NmovWater Services Design and Construction Standards( by Resolution atxl "t""� Internet: W1YiN.Ote►k.COM
(adopted City f d Use Hearings Officer U�
Order No.00-7). Final plans and calculations shall be submitted to the Engineering I ? ,Department(Brian Rager)for review and approval prior to issuance of the site �y -
1234., M f- I C 1
Q .emit. In addition,a Project No browing No.
ps� proposed maintenance:plan shall be submitted along with thre CUP zon2-awor; sr�e �av2-0000v et -at�o VAR Zo�o2.a� H�,;,,a,�•Fr„�,r o„+" Q
plain acrd calculations for review and approval. (MET school) ,
_
Sheet No.
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Copyright 2004
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LIST XREF --
a EF LIST -
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f� i i ALL EXISTING STRUCTURES AND SITE IMPROVEMENTS SHALL
-----_-- i i i BE RETAINED DURING DEVELOPMENT. N
Resolved / /
C MET 001
C MEf 190 i �' j//� uu c
C MET 231
MET 400 �- �; - , ' - � - CONSTRUCTION NOTES
C / C z
C MET 430 � i LLJ
in N
C MET 600
_------- f / -�' ��� � Sii EXISTING ST I NG DRIVEWAY TO BE USED AS CONSTRUCTION ENTRANCE.
� E 1O
FOG 2 EXISTING FENCE TO REMAIN DURING DEVELOPMENT all
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3,h /o EXE 3 .� w
" neo / / �� f �,5 Ai - �.� I NSTALL 12 W I Ul ALL WEATHER MAINTENANCE NTENANCE ACCESS AT 1 OS SLOPE o a
ON THE GREEN
CONDOMINIUMS �, " SW S %i
,moi � � INSTALL CHAINLINK FENCE AND DOUBLE GATE o u =
PER CWS DETAIL / 1005 SHEET C4.1 1 o g
� NORTHERN WALL SOUTHERN WALL
BEGIN NORTHERN RETAINING WALL
/ S1 BEGIW SOUTHERN RETAINING WALL
/ -- -
STA 0+0 TW = 59.0 CW = 97.0 STA 0+0 TW = 91.0 CW = 90,0
ice/ / •'� � Pb .
POWER POLE 2 STA 0+ 15 TW = 98.0 CW = 95.0 Q STA 0+10 TW = 94.0 CW = 90.0
} I ®3 STA 1+25 TW - 98.0 CW - 95.0 53 CORNER SOUTHERN RETAINING WALL
oE� 0m STA 0+26 TW = 94.0 CW - 90.0
° EXISTING
�� T2 I �6• VEGETATION ------
K F�RR� rgvw GRASS +- END NORTHERN RETA I N i NG WALL 54 STA 0+66 TW = 94.0 CW = 90.0
/ �,�•S G of STA I+35 TW = 9Fl.0 CW = 97.0
CNO o �20� � 01 4#
S`N 5 a9 a DEQ 2:a• S4 ENO SOUTHERN RETAINING WALL a� pW♦ y
6'
ODE EXISTINGI ASPHALT
6, a CPS \ , 6 STA 1+06 TW = 94.0 CW = 93.0
� P�.�Q. - 1 - _ 1
/ 6
Ai1d"WAL RETAINING WALLS '®��N•�
' FRET 1 1 I I RENEWPA K/31/M7
2.8 �,,, �2o FINISH GRADE_
j ° i b( I I GRASS
TOP OF WALL
o e - ' GRASS I 1 i � (I I I
z ON I I DEC
FRU I I - _ ,1 H �I� , I i I I I 3.4-8•
8 I� Q NAM N1AL
• I t � � BOTTOM OF WALL
11911.1 �� / _ x `* L I NE OF CONTROL
I - r I I ? FIN ISH GRADE
20
EXITING ASPHALT I - a i �� ,i SPRINGWOOD GARDEN -
�,. APARTMENTS _ -
r ' I- L_ -, FfNCf
LIMIT OF GRADING I -- I )OAK � I f - 2;W r -- i '�r rp"
I t I i_'I EXISTI URB I I I POWER POLES WATER NOTE:
INSTALL SILT FENCE + R iM'f Ev / I Irl BUILDING I I RI CONCRETE BLOCK WALL TO BE ULTRA BLOCK OR
4 t h I I _ I TOWS z
APPROVED EQUAL.
1 - _ HOUSE m
SEE MANUFACTURERS SPECIFICATIONS FOR
o - 1 TYPICAL INSTALLATION DETAILS a
' (ROCK BASE, DRA I NAGE PIPE AND ROCK, DEPTH
ENGLEWOOD PARK '' 3 \ 1 OF BURY AND BLOCK SIZE). z
2 \
BENCH MARK PK PT LIMIT OF GRADING + 4
SSUMED EL 100.00
pWTREE TO BE REMOVED LEGENDa
Z
EXISTING z
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;4 Z
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:
LIMIT OF INSTALL SILT FENCE g� 9440 , \ PROPOSED • Q Q
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` N 6 �e��'o� \ r � T�iE� _ I ' CONTOUR -- -�F.) Cr Z
\ `3.1,0 °f IS� I Y FIR ,
CLEAN WATER SERVICES ,3'• nit I0 14' S CONTOUR 95.0 .� , Q
20' SANITARY EASEMENT \ L °"y" (� \ 93��'D FIR CD
14• 12• FIR X
1 z'
X6 CYCLONE- FENCE \ WALL ULTRA BLOCK) ,A
� 30' 0' 30' 60' �\ \
x S1 S S3
x S4 I NSTALL PERMANENT 6 CHAIN
u 1S N S �\` VS5 2
LIMIT OF WORK
SCALE IN FEET p X INSTALL S LT FENCE CONNECTED TO EXTERIOR FENCEWETLAND BOUbQi • ,
P FFA\ x ERN RETAINING WALL TO LIMIT CHILD ACCESS TO
UNSUPERVISED AREAS.
� FlSHMAN ENVIRONMENTAL �, off' \
SERVICES. ti �s,,\ "SPRINGWOOD GARDEN" .0
VEGETATED APARTMENTS
5 TATE
CORRIDOR MANHOLE �, � ,� iso \ CORRIDOR BOUNDARY '�'�
BENCHMARKS i V 17356 sw Bo nes Perry Rd.
\ \ � � ON SITE VERTICAL DATUM ASSUMED TO BE 100
\ ♦ _ r
\ \ N TOP OF CURB LINE SOUTH Lake Oswego, Oregon 87035
SEE PK WASHER 0 Phone (503) 635-3618
\ s , 'G \ EAST OF EXISTING HOUSE. Internet. �'-���0!ak Co l
DEGRADED VEGETATED CORRIDOR \��. ; o�� \
FT. I
Project lNo. Drawing No.
TOTAL SITE AREA = 110,459
Z = 2.54 ACRES
C2. 0
I
Sheet No.� of
o Copyright 2004
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x I 1 ` __ _ _ _ .� I 3 � m SSTA 1+26
Resolved I SEE DETAIL SHEET C4. I _ _J I 0i RIM-101-30
C MET U01 _ - l b -� I ; •, - - -- I I o cv p o^ rn� IE IN=92.70 4-LATERAL)
( o
C MET 190 x I -- -- - , - p I p >- Ln
c.�cr' II `- IE OUT=92.50
C MET 231 I - - ''��{ --- �� I \ (- - - - -� 100 j Z< _ W
C MET 600 I - - I I '~ J Q O + < a ► X I ST I NIG
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CC MET MET 430 - - - I $ n o F- 0 - GROUND o
!-l_Eb I I I I r' - o s o
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96 arm $ _ _ W o
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M ' m
` _ - -- -- I I- - - - - J - --a `w zo�0o / �p
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+ V d V ;
6'W I DE ISI EWALK (T , ?.) r.:0`alSl A q �w to&__ 5�
raw - - a
r ' / �a0
i
GRANULA BACKFILL
SCALE IN FEET 84
'...•' � � _. 6 PSC _ .-_.
SD LA'T'ERAL I •'.t l �; 30 LF i
•.:.. - F 10 PK '' ; SD LATERAL 3 I
SLOE i• :;•' 47 LF 10"PVC
I E = 95.0 SLOP=E s I.OX 8 NATIVE BACKFILh
1 , • ;• I E 95.5
78
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SD LATERAL 2 r , -- - - -
\ SAN 00 A4 I I
CONNECT TO 4"SnZ 4LOPE10"P .OX I I o+oo SANITARY LINE PROFILE 1+00 1+26
SDMH 05 LF • 10.00 SLOPE I E = 94.0
SDMH 04 # 2
4"94PE
` ►=
100 ;
D l y�i I I 2Jul U A ULTR BLOCK OR a 20011 o 1
\� ,A - - - - - � 98 3 VALENT
' yy i LEVEL j
- - - -p WALL (TYP.) �ER
� 0 8E M - - W ®��N
` - 96 _.__. A o`�
__ -- - - i CE NIS
EMERGENCY OVERFLOW
I S FA
- -- LEVEL - EVK 30✓?007
94 I I l 100 YEAR ELEV 93.64
tip•C)/ -_-__ .._+. - ,_ .-_ ._ CLASS 50 RIPRAP
92
Or \ \ - __ _ . .._ _� J i - I
11 I C POND 8 TTOMj
EX I-STING ELL:=9P.0 5'
SAN r CO A2 x - 88 f GROU�" 'r
X 6VIDE BERM as ; "_ y s'wIDE BERM
e _ ; SCALE =2p H 1 �W -
�F�` � - - - -�---- - - -- ---Y Y Y - ELEV 94.14
x --�Y* x- 0+00 0+30 0+60
x OUTFALL 03
N C� ••- Ci �- r
EMERGENCY OVERFLOW WEIR
\'x x MOD I F I ED AREA DRA N 02 (FCS) 0 0 °M' rn 0 rn N. T.S.
POND CROSS SECTION A-A
` I x OUTFALL OI
t " RIP RAP CLASS 50 NOTES:
6'W x 6'L x I 'D S CAL E 1 2 0 F t 1. NEOPRENE RUBBER GASKET REQUIRED BETWEEN GATE FLANGE AND
oo CONCRETE AREA DRAIN
,JJs,, EX 1 ST I� SAN MH A 1
2. FLANGE MOUNTING BOLTS SHALL BE 3/8" DIA STAINLESS STEEL. -J
\ STORM \ & SANITARY PLAN U
�. _ Q
a ac FREEBOARD LEVEL 94. 14 ry
> 8 P
LVA = 93.64 TOP OF RISER O w J
W
�z IE- 93.14 \ g Q
25 YEAR SURFACE LEVEL 93. 14 CG �..
z3N �,
o.,
- .....
S � 5 1/4" ORIFICE (� �
104 4'+car _. _ ____. �_ .- _. . _._._ _. 104l0000 17 IE 92.61
+Q,a,Q, J o, W 5 1/4 0 ORIFICE 0 �C
- -- - N I WATER QUAL I TY SURFACE LEVEL 92.00 -- O
�.
102 a II o _ _ L . .. Il a z z ROP D < 7 102 92. Lv
c� I IE- 61 �
Ui
_ -- - ��°'$ *_ . _ _.- . -- .. . GRADE _... �- - IE- 92.00 P N OUTLET GRATE
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- 25 YR j __.. +o - - a I FLOW IES 92.00 &=4 Z
a; ..._ rn _ _1-4 -- - - - __-- - BOTTOM = 0. -
98 d � . ._ _-• - - - 98 OM GRATE 9 50 � }..
N �, �W SURFACE t - q EXISTING " " ' L7
LEVEL I_.�. .. (A O W 12 1 L W I N 1
'�
96 _ W. < POND BOTTOM - 90.00 OUTLET Q F•-
``: . ,...--._.. . tii GROUND Qa 4i - P+■y Z
EXISTING SURFACE v�_ 96
`� ~ LLJ
94 -I 6' I- LEVEL_'" - - 0 Z
_.._.. _ . . 4 STORM SEWER OUT 3 4 D CUBIC N ROCK <C
12" 5=1.0071 _ IE- 90.00 STORM SEWER OUT E-- V) 0
._... ._,'" BOND BOTTOM 134 LF
92 - - �� p 92 \ 2 WEEPHOLE
90 '
- REMOVABLE i'LATE
- I - - , �.. 4. Q�i_�L9P �. - 90 2 e wQ ORIFICE B
88 2- 4'Y1f,_r. ._.. _ ..-_ . IE- 89.50 REMOVABLE PLATE •
S's 1 PER wS DETAIL 520 ! 88 ------ ELEVAT ION= 87.00 2" 0 WO ORIFICE
^ 1�► IE- 89.50
L _
' 86 i GRANULAR BACKFILL 86 Q k_ ..-
MODIFIED AREA DRAIN FLOWCONTROL
STRUCTURE 02� h � Incorporated
00 ao r.
ap 00 N . T. S . V 17355 SW Boones Ferry Rd.
00 Cn
y� cn r�., bake Oswego, Oregon 91035
�S Phone: (503) 635-3618
N 1+00 2+.p�� WATER SERVICE NOTE : FAX: (503) 635-5395
�"'� Internet: 11►1nl.Otak.COM
3+00 3+00 3+85 (�
SCALE 1 "=20'I1 "=5v CONTRACTOR TO FIELD VERIFY WATER SERVICE LOCATION ON SITE 13449 C MET %3
WATER AND TO EXTEND I T TO SERVE M O D U L A R 2. O Project No. Drawing No
QUALITY & DETENTION POND PROFILE #
� C3. 0
J
Sheet No.
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Copyright 2004
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C MET 001 - z v
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1. All STEPS SHALL OONFO M 1"0 THE c i
16111CAN FRANK Am Po� 1 MANHOLE STEPS MUSI OE TIGHT AND
OINw LPoEK O' AT EJIIIST NC IEaMI�N1Y OF A3'Ill C-4?'d
1. ALL MANHOLE SECTIONS SHALL CONFORM FftLY EMBEDDED. � a,
TNI• N Vol" TO THE IEGUIIEMENTS OF ASTM C-476 ALL Li
> o
AND APWCAKE PROVISIONS OF STANDARD 3 S OF W LAW DESjGK rff. AND Q
NOTES: MANHW DRAWING NO. 010.
r OL ar� ALL PRECAST MAIEIE U NECr" WALL Z. ALL JW13 AND RUBBER GASKETS SHALL tlltg. T PER OF UNMATCHED STEPS _ 10
CONFON 10 11 F"70 AND APPMAKE PINAVASONS AS1y C�DNWFIMN0 Y E MENTS OF t;t
-t i 1-1 4` li NOT POYT119D). m u
_• STANDARD DRAMING
r
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/Rl esAlNou N0� 11O•M/IlT •' 10-3 4`
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(!'•4'.OR 07 •• J r •' .. 'A f' •t' 4
R+ " COPO�"M Pa nts PLASTIC
REgISI91TNn OF ASTM C 4711 IrrT N NON•-swRNwc YIAOUt PMK
_ L ALL POLM M RACE O�IE SHALL MALE A 20 SLAY LO �• �' -
sTTDIQM OF s00o MD OLNRP OF r ro 4'. •
3. ALL JO U iWL LE NAM 1M F�iD PLASTIC STANDARD CO 11�C
MOM s,1ON AS NW-=AL NI ON W. j` OCE spleen
A1� '-:.�• j �' • 1/7. ORAOE i0 NIIFORCEIE)1T .'• • ��04
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• M MR aRR OF 14` OR GREATER DWI KOM A Eft� J/4 e � •• r • 3-]/0- FOR
M m"u AID OIvim OCTAL @IN"No. MANHOLE N�CUOII PVC SANDED BELL P� ;
a PPE o0INNPI' OF FOND OR 1106E MAUS" SHALL 1 I � FLA11flC SAFETY frer
A MINNOW OMBO= N AND CHANNEL LATAE � (VARA•.* 1'-4, � 1 I I
7. PWAK A NEIIYM OF r of INTACT )
HJANIOIE au orvossI+ PLP[ a ItAl1REIb , e- "'IN' JOINT DETAIL WILL VARY BY e•--a-a/1I• �: 49
:�:
GN TIE Nft11t FACE: OF TAE --
1 rNf/ww Q REMLL FOR Pm ovAL K r 1Alr1AAl1 ANO ° .} ' • • • ° UFACTURER ~ -
. . Mpg I y
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r N11ALMf1M OLSM a< PrE EMLL 1 o • • ,
w Ila SCOL{PoI® 10 MAirRRI INTERIOR OROP OF 24` � r QMRM ' •
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OOOAROL KOIIINBANQ • - n
10 RN 77INFU POW MANHOLE FRAME AND OOVETI r sTAEIwJ<ss wT[RNAI. ►'• • • • • • • • •• • /t ]/4' oALVAI•tED BAN •r • v
BULL �N ALL dlmlT NO tIA 111QT ANE/1t IBTA BAND N► f 1
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INItPI�I GALVANIZED:
(as�� M1' MIM PROMM 1�
PIPE /6 (3/4' DIA.) GALVANIZED DEFORMED REINFORCING BAR. '� '�•�' .' o
REINFORCING BAR CONFORMING MITI ASTM A-615 GRADE 40. '�,' 'a E�ItR00N O
P/►T.sat 111?. ', PPt TO MANHOLE tr IINOIIII OF #L'-o'
�NOLTfN Nrl OWUL 10 �p N • . CONPACM BW O= .•. . .0• GALVANIZED CONFORMING NTH ASTM A-1233 ��i
71�I IOIBOAL IrQ E:IOt
t �
.1' PLASTIC: �: .: :•• y ��,� ���
CONNECTOR , • •' 'F MUST CONFORM 1NTH ASTM C-471 i' �•1 AN 1 S
STEEL REINFORCING BAR MINIMUM 1/r GRADE 80. RENEWAL 06/WL"'
MEETING REQUIREMENTS OF ASTM A615 ENCAPSULATED
:•.n:M!-.�ir'1a.L , •• ooIl10111m KORNSEAL BOOT NTH INJECTION MOLDED COPOLYMNER POLYPROPYLENE
jr tN1NI 1LRN OF fr-W OWACi>m
ERASE MU1aAL ::r' •�:: 't ''� •. r NTH 9ERRAIR� SURFACES. 4'rM GALVANIZED STEP
PRECAST CONCRETE PRECAST RUBBER MANHOLE STEP
STANDARD MANHOLE MANHOLE BASE GASKET MANHOLE C�eaiV`�r S�vioa
E ODTNIM■■�ntfbi� DRAWING N0. 100
DRAIAANG N0. 020 REVISED 02-03 REVISED 02-03 ONrOx■iN1E1NINiIIN' EAWN■i1rMfltN
ORAIMNG N0. 010
RE1ASEo 02-03 �N■�RTRrrnE► � � DRANANG N0. 030 REVISED 07.-03
I
I
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FIE-CAST RRL' CONICAL PIE-CAST 1L' CONICAL
0 0�,ywT� HOLES (le) STORM PLAN
bN� / COVER N1KY PROPINI- OCTAL Pel DRAWING Na 100 Uum�IIA�T
3/4" SQUARE
OTAIOARO CART Aldi ;QmAW
-O MM GROUT NO
O O O PRANK MO OONOR
00110
HRM110 N0. 100 Q O F R O D
SECURE 1x4 w PLACE
OTAIOAPo YAIOIOLE PIPE 9ZE As 9'ECIfED
O Poll G 13 S O D T O PRET PLUG w/ dACKF1LL
O � O � O •••. .• ,-� O Q O 0 ro PREVENT PLL1O OLORNOFF
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O O �.� \ 4 •• • / \` ><7� MAN ARY
FINISH GRADE
• •• •
O O O ••♦ 1 REI111O1'110HT PlRL Puw 7 1. Posit I�r oolslRucRloN ALL sDc stwol ,vo tloolo�M�PaiK
'.� ��� OONLBCRONO to r AM for MAINS EwILL t mq IAE:1aT sx4
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0
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ALL m mu u CUM COM
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SANITARY STORM `•ti •' • C. 01C1�LAON°A"-�0 Q
'~� NENGNT: TOTAL LDWTH OF 1X4 M•
• . -�1'L---� T/: AS DOM ON APPROVED SET Of PLANS �• r^�
• s AIRRMW! T'0 FACE $TRW 11 Q
HOOHT GROUNNJ MAGNETI > O
.• - SECTION A-A N• LOT# COLOR(QVICODE MACE �� •rte 0 W Z
22-
NOTES:
i- LAEL MAGNETIC TAPE NTH ELAU U-rn LNG
• . 1. RI' ALLEN HEAD BOLITI
r- ppLINp LWITARHY: 'CAN110N s:1NaR SINEfD EELARI.'
r ••• • X •. f •• ..• •• 1• LONG KOE�. STOW: CAUlldl 070111 OMAN O1IED E101M. � � • � D
� 2 ALL PfDYAN1ANT OLtANao N F-
•� • ' MAW OCLT OO L SOUTH L PLACE 10' MOPE IIaP a PM[ AID AGAINST 1X4. LL
J. MAIRR IAL WILL,N GUY Y
s 20.MTM A-486
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U • MMNMUM SLOPE FOR 3/4--0 PIPE ZONE T^
�• 6' PIPE - 0.010 MATERAL A3 OPEOF1ED `/,( •
NOTES: all 4' PIPE - 0.020
1. SUBURBAN TYPE NOT FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS NOTE: CONCRETE ENCASE ENTIRE WYE SECTION AND 40 BEND IF CONCRETE NOPE DETAIL SUPPORT GRAVEL.TEE •
2. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. / MINIMUM l o' MADE F.LE �,Q�
O t: ...;.
� 3. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. '1�I
A 4. NOTCH LID FOR UFTING HOOK. V
•1�
SUBURBAN AND STANDARD CLEANOUT FRAMs •ODE WER SIDE STORM 'j Incorporated
STANDARD CLEANOUT ,, , SE
MANHOLE FRAME AND COVER C�e�nVVjier Sarvioa a,....,E...l,,.,..1. AND COVER Say C unVV&r Savim U 17355 SW Boones Ferry Rd.
ANANG N0. 1 S0 �,�rr NSM.. PIPELINE REVISED 02-03 Lake Oswego, Oregon 97035
o ORM�■Ir•01 y duL REVISED 02-03 REVISED 02-03 on•�11w.0e M d..r Phone: (503) 635-3618
DRAWING N0. 110-•SA/ST REVISED 02-03 BEARING N0. 180 AMANG N0. 170
C4 w FAX: (503) 635-5395
11-1
Internet: M-Otak.COM
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er LL•AMM p- MArxN uAr n fODOOO eeII 1we PL eIMeAYe NOTES:
i• IeLERxei em oRNio, Nmor Mr I AIAm 1. REFER TO APPENDIX D, CWS DESIGN k CONSTRUCTION STANDARDS, FOR LANDSCAPING 4� PC
3 .tm wo roi . Wrr
r REOUIREMEN(S MC.UDING TREE PLACEMENT, TOPSOIL AND PLANTING SPECIFICATIONS.
r✓ rArrrR m1r�a �• 2. PROVIDE IRRIGATION AS APPROVED BY CWS. .� "MOONao
7 A- 9 a MNL A 3. JUTE MATTING- GEOJUTE PLUS IN TREATMENT AREA, ECONOJUTE FOR ALL OTHER AREAS, OR SWILIAR
• er r nra e�erl. FABRICS. COCONUT FIBER IS I!LSO ACCEPTABLE. rf'vIER •L �W
Mwa.E aNYm,m i a1F11eNm 4. 12-INCHES OF TOPSOIL SHALL BE PLACED THROUGHOUT THE WATER QUALITY TRACT. 1�
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SECTION A--A
CLAMP DETAIL _ SIM!,
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ONLY. ARRAHCE DOMES USING IN-UNE-EWE PATTERN ONLY AS SHOWN DETAIL RICHT. COLOR OF TEXTURE rl O
.lu ala emA n All rIrAN.n TO BE SAFETY YELLOW, FOR CONSTRUCTION OF SIDEWALK RAMPS OUTSIDE OF PUBLIC RICHT-OF-WAY, i}-•II
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SECTION 8—B .L. 4, Incorporated
E w 1 O O Q a V 17355 SMB ones Ferry Rd.
b INSIDE DROP MANHOLE 4eoRii3avioa O Phone (503) 635-3618
Lake Oswego, Oregon 97035
REMSED 02-0J aeetel�rY� S MIN RAAP MTN FAX 503) 635-5395
WIL070
N TRUNCATED DOME vAR, Internet: WWW.Otek.COM
ry DETAIL C
13449 MET C41
Project No. Drawing No.
RAMP TEXTURE o C4. 1
PATTERN DETAIL u Sheet No.
--- - 6
x Copyright 2004
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Ltscale. 20
Resolved , •
MET a01 GRErN WATER QUALITY FACILITY LnC MET 190 CONDOMINIUMS
C MET 231 a
C MET 700 — �:'. N O T E S : MAINTENANCE PLAN _
C MET LANDS C E �� / �.// /" �/- ° o
C DIET 600
o i / , 1. SEE ENGINEERING DRAWINGS FOR EROSION CONTROL FENCING AND DETAILS. I o
--- ACTIVITY: TRIMMING AGTIV'TY: INSPECTION -
DESCRIPTION: TRIMMING; CONFINED, SMALL, OR STEEP AREAS DESCRIPTION: ENTIRE FACILITY > o
2. THE LANDSCAPE CONTRACTOR IS TO THOROUGHLY REV i EW THE SITE, IF MAIN ENANCE FREQUENCY: 4 TO 6 TIMES PER YEAR MAINTENANCE FREQUENCY: MONTHLY, NOV. I TO APR i L 30; JULY I AvD SEPT. 1 � 0
' THERE ARE ANY DISCREPANCIES BETWEEN THE PLAN AND THE EXISTING
EXISIiNG TREE GROVE ACTIVITY: SPRAYING HERBICIDES ACTIVITY- WATERING AND FERTILIZING in
/�/ �� ! P� .�- , • CONDITIONS THE LANDSCAPE ARCHITECI IS TO BE NOTIFIED IMMEDIATELY. DESCFIPTION, FENCE LINES, PERIMETERS; NOT FOR USE OR CONTACT IN TREATMENT AREA DESCRIPTION: PLANTED AREAS
�}1F MAINTENANCE FREQUENCY: I TO 3 TIMES PER YEAR AS NEEDED MAINTENANCE FREQUENCY: WATERING TO ESTABLISH PLANTS ( FIRST TWO YEARS OR -
R'1 R 1z 3, TOPSOIL: ALL LAWN AREAS AND SHRUB BEDS SHALL HAVE A MINIMUM AFTER CORING OUT TREATMENT AREA).
o Q
ACTIVITY; 'BANK/RETAINING WALL MAINTENANCE a
DEPTH OF 6" OF TOPSOIL. TOPSOIL SHALL BE OVER ROCK-FREE DESCRIPTION: BANKS, RETAINING WALLS, FENCES ACTIVITY: PLANTING Ac REPLANTING
—56/ S� ,�� ,� o �` n ow W SUBGRADE. TOPSOIL L TO BE RIPPED AND T I►_LED 6 INTO SUBGI�IADE MAINTENANCE FREQUENCY: AS NEEDED DESCRIPTION: AREAS REQUIRING REPLACEMENT PLANTING
//
0 �` ri• 0 4. S01 AMENDMENTS: ADD 2" 'GARDEN CARE' COMPOST (OR APPROVED EQUAL) ACTIVITY: INLET/OUTLET MAINTENANCE MAINTENANCE FREQUENCY: AS NEEDED z o
r--------d_ ',1 TO TOPSOIL (TILL IN 6") FOR ALL PLANT BEDS. DESCRIPTION: INLETS, OUTLETS, GRATES, SUMPS MAINTENANCE FREQUENCY: CLEAN ACTIVITY: RESHAPING �c RECONSTRUCTING
w 5. BARK MULCH: SPREAD 2" DEEP FINE GRADE FIR/HEMLOCK BARK OVER ALL Ln ONCE PER YEAR OR AS NECESSARY DESCRIPTION: AREAS REQUIRING UPGRADING
.� `-� L� , OM�Ii11TAL l c>r MAINTENANCE FREQUENCY: AS NEEDED
_ • �Z„� '� �- SHRUB BEDS, KEEP BARK CLEAR OF SHRUB STEM BASE. ACTIVITY: GARBAGE REMOVAL
-�-- • • m C( ,iT YARD z 6. PROVIDE A 36" DIAMETER LAWN CUT-OUT AROUND TRUNKS OF ALL TREES. DESCRIPTION: TREATMENT AREA
+ MAINTENANCE FREQUENCY: AS NEEDED
1 24 1 X PUT BARK MULCH IN TREE CUTOUT. ACT I V 1 T Y: SILT/DEBRIS REMOVAL/CORING OUT
e i,_ 1� i ° i�'` •, �' 7• PLANTING POCKETS: MIX 2" OF 'GARDEN CARE' COMPOST (OR APPROVED EQUAL) DESCRIPTION: TREATMENT AREA
° i , , WAL ? INTO BACKFILL OF EACH PLANT AND TREE 5 GALLON CAN OR LARGER, MIX I" OF MAINTENANCE FREQUENCY: 5 TO 10 YEARS, AS NEEDED
+ ` 'GARDEN CARE' COMPOST (OR APPROVED EQUAL) IN I TO 3 GALLON CAN SHRUBS.
r& 0 _ MIX THOROUGHLY BEFORE BACK FILLING. Y Corridor Ehhanlcamenti 1100 ua re fort
SPRINGW000 GARDEN� ad"bflc Nit1" [Comm Narns W • Qum LoGaWn
• ; - \ ,1, �,w, Ips------- z APARTMENTS
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FENCING
l ,� 17 SAWTOOTH OAK MIN. 1.5" CALIPER GPia IllsterW i 1 4� O.C. 1 a
rN FWT •cr- A r 0 0
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- [.AWN
SYn+phorrPos 1'sa'Wlberry 1 gaAMOn 145 fed O.C. 40
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BJy of . „ t
\ r pJn so,�,ror r Gleditsia trioncanthos
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I RED SUNSET WATER QUALITY FACILITY
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N4Rubrum Red Sunset PLANT LIST
�l�l CE 0 9WN Min. 1.5, caliper
r
44A \ %` SIZE d: CONDITION
- 6 EXISTING CONIFER TREES BOTANICAL NAME COMMON NAME AN11TY SPA COMMENT'S
GRASSES AND GROUNDGOVERS
64 PHOT YN I A CARER OBNUPTA SLOUGH SEDGE PLUGS 220 12" O.C. NATIVE
SPRINGW000 GARDEN" P h o t yn is F
APARTMENTS roseri
f\`\ Q 15 EVERGREEN EUONYMUS ; ; ; ELEOCHARIS PALUSTRIS SPIKE RUSH PLUGS 150 12" O.C. NATIVE
%� \ � Euonymus japonica
UPLAND GRASS MIX PRO-TIME MIX 400' SEED 5,285 S.F. 2 LBS/1,000 SF � ry
\ \\s 'ao `\ EXISTING TREE GROVE Q Fiat
4 RIPARIAN GRASS MIX PRO-TIME. MIX 840•' SEED 1,310 S.F. 2 LBS/1,000 SF
\\s� �\. GRASS SEED M I X \
SCALE IN FEET \, \\ .\c. HOBBS AND HOPKINS LTD. • 400 MIX- BLUE WILORYE (6071), NATIVE RFD FESCUE (30X) & NATIVE CALIF. BROME (10X)
, 111 1712 S.E. ANKENY ST.
A TED COR I DOR_ WA TY I I-'L K I IV]L I L N PORTLAND, OR 97214 ••840 MIX - BLUE WILDRYE (47X), NATIVE RED FESCUE (40X), TUFTED HAIRGRASS (10X),
P FA NN ` I 503-239-7518 WESTERN MANNGRASS 27r do AMERICAN SLOUGHGRASS 1
M PSA T G
tl� EN PL4N I F ( ) ( �
%P I I FENC I NG SHRUBS Q� z
I 0 GAULTHERIA S'fiALLON SALAL " L) O Z
I I GAL. CONT. 37 30 O.C. NATIVE
50 FOOT VEGETATED � -
0 0 1 GAL. CONT. 47 30 O.C. NATIVE . . Q_ 0-
e r5�' • MAHtMMA NERVOSA DULL OREGON GRAPE •
CORR IDOR BOUNDARY 00
s s _ D �` LARGE SHRUB SMALL TREE w
• LAWN r.., [--� 12
CEDAR ACER CIRCINATUM VINE MAPLE 3 GAL. CONT, 19 AS SHOWN NATIVE n <
a .�
{ \, , r • � - - o o ' 1 �� CEDAR ( � CORNUS SERICEA RE011MG DOGWOOD 3 GAL. ^ONT, 15 4-5' O.C. NATIVE •r•�1 � Q 0
VONS \ h 1 r_ ( rl Z
O� ' • a; I SALIX SCOULERIANA SCOULERS WILLOW 3 GAL. CONT. 17 �✓
° 0 6 O.C. NATIVE }•1
� •i . tQr `� • , , __ � ��,7 FIR, .,� �.
soft IV < nA DECIDUOUS TREES rG
4" • ACER MACROPHYLLUM BIGLEAF MAPLE 1 1/2" CAL, B&B 9 AS SHOWN NATIVE
g FFIi- " a
- EVERGREEN TREES
\� \ �1T3 )�ec�arYd� l_ \IC/E T 0 �6cor N (154.34)Record 20' o' 20• 40' -
UDOTSUGA MENZIESII DOUGLAS FIR 6' HT., B&B 4 O
o � �► � 1S \ \ vt� � � � AS SHOWN NATIVE �,,,� •..,�•.
�3 C \ CASA PLANTING NOTES: SCALE IN FEET THUJA PLICATA WESTERN RED CEDAR 6' HT., B&B 6 AS SHOWN NATIVE Incorporated
19F/ ` 1. ALL LANDSCAPING IRRIGATED WITH IN-GROUND, FULLY AUTOMATIC SYSTEM. V 17355 SW Boones Ferry Rd.
Lake Oswego, Oregon 97035
`So \ 2. ALL PLANTS TO BE WATERED AT THE TIME OF PLANTING, PLANTING NOTES: _ _ Phone: (503) 635--3618
40 3. ALL DISTURBED AREAS ARE TO BE SEEDED NTH GRASS MIX PER PLANT LIST, 1. ALL LANDSCAPING IRRIGATED WITH IN-GROUND, FULLY AUTOMATIC SYSTEM. FAX: (503) 635-5395
; °prnet: "*W.O1ak.COM
9 4. LANDSCAPE ARCHITECT MAY APPROVE PLANT SUBSTITUTIONS DURING CONSTRUCTION 2. ALL PLANTS TO BE WATERED AT THE TIME OF PLANTING.
$ DUE TO AVAILABILITY OF SPECIFIED PLANTS. ALL SUBSTITUTIONS SHALL CONFORM _1 i'14_`�► MET C50
3, ALL DISTURBED AREAS ARE TO BE SEEDED WITH GRASS MIX PER PLANT LANT LIST. 1""� Project No. I�rowin� No.
WITH THE SIZE AND GENERAL QUALITY OF THOSE ORIGINALLY SPECIFIED AND SHALL
BE APPROVED PRIOR TO DELIVERY. 4. LANDSCAPE ARCHITECT MAY APPROVE PLANT SUBSTITUTIONS DURING CONSTRUCTION Q C5,
a DUE TO AVAILABILITY OF SPECIFIED PLANTS. ALL SU9STITUTIONS SHALL CONFORM
WITH THE SIZE AND GENERAL QUALITY OF THOSE ORIGINALLY SPECIFIED AND SHALL Sheet No.
BE APPROVED PRIOR TO DELIVERY,
Copyright 2004
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