PFI2021-00067 CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT
s COMMUNITY DEVELOPMENT Permit#: PFI2021-00067
13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 02/17/2021
Parcel: SEG3936
Jurisdiction: Tigard
Site address:
Subdivision: Lot:
Project: Polygon at Roshak Ridge Lots 186-188& 195
Project Description: New driveway approaches
Class of Work: FEES
Description Date Amount
Type 2-Sidewalk/Driveway Approach PFI Permit Fee 02/17/2021 $300.00
Total $300.00
Owner:
REQUIRED INSPECTIONS
Call 503-639-4175 for the IVR inspection request line or visit the City of
PHONE: Tigard website at www.tigard-or.gov to schedule inspections online.
Contractor:
POLYGON WLH, LLC
703 BROADWAY STREET, SUITE 510
VANCOUVER,WA 98660
PHONE: 3606957700
Applicant:
CHRIS WALTHER
703 BROADWAY STREET, SUITE 510
VANCOUVER,WA 98660
PHONE: 3606957700
Please sign below to indicate acceptance of conditions and return a copy with the proposed work schedule along with names and contact
information of responsible parties before beginning work.
Permittee/Applicant
Signature: See application_
Issued By: �---'7
Special Conditions(See Attached)
Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY
Conditions for PF12021-00067
Type: Condition Name: Status: Severity:
PFI—Sidewalk/1 01 -WORK SITE REQUIREMENTS Applied Notice
Applicant must comply with all applicable provisions of federal and state law,the Tigard Municipal Code, and the terms of
any agreement with the City of Tigard regarding work to be done pursuant to this permit.
PFI—Sidewalk/1 02-WORK SITE AREA Applied Notice
The work area and approach roads shall be maintained in a clean condition,free from obstructions and hazards. The
spreading of mud or debris or storage of materials or equipment of any kind upon any public roadway is strictly prohibited
and violation shall be cause for immediate cancellation of the permit. The City may at any time order immediate clean-up
and suspension of work to accomplish clean-up.
PFI—Sidewalk/1 03-WORK SITE EROSION CONTROL Applied Notice
Prior to starting work,effective and approved erosion control devices must be installed and maintained meeting the Clean
Water Services and DEQ requirements. The City may at any time order corrective action and suspension of work to
accomplish effective erosion control.
PFI—Sidewalk/1 04-WORK SITE REPAIRS Applied Notice
Disturbed landscaped areas shall be restored or replaced. Existing signs, pavement markings, mailboxes,etc. shall be
reinstalled or replaced,with like kind of material. Obtain City approval of restoration work.
PFI—Sidewalk/1 05-TRAFFIC CONTROL SPECIFICATIONS Applied Notice
Applicant shall provide traffic control according to the current edition of the"Manual on Uniform Traffic Control Devices
[MUTCD]for Streets and Highways", U.S. Dept.of Transportation, FHWA,current edition,American Traffic Safety Services
Association[ATSSA],and Oregon Temporary Traffic Control Handbook[OTTCH].
PFI—Sidewalk/1 06-TRAFFIC CONTROL PLAN Applied Notice
Submit a job specific traffic control plan. A copy of the approved traffic control plan shall be readily available at the work
area.Traffic control devices,flag persons, etc.,shall be in place prior to initiation of construction work and shall be
effectively maintained.
PFI—Sidewalk/1 07-TRAFFIC CONTROL ROAD CLOSURE Applied Notice
Public roadway shall not be closed to traffic,at any time,without obtaining written approval from the City Engineer. The
applicant is responsible to provide 48 hour advance notice of traffic flow disruptions to affected businesses, residents and
area wide Emergency Services:503-629-0111 (Tigard Police Dept.,Tualatin Fire&Rescue)and to 503-962-8140(Tri-Met)
and 503-431-2345(Tigard School District)and other service providers impacted by such closure.
PFI_Sidewalk/[ 08-TRAFFIC CONTROL ADVANCE WARNING Applied Notice
Advance warning of traffic disruption shall be provided to the public by placement of an approved advance notification sign
at each end of the construction area 72 hours(min.)before initiation of construction work.
PFI_Sidewalk/[ 09-TRAFFIC CONTROL PROPERTY ACCESS Applied Notice
Access to existing properties shall be maintained at all times, including normal delivery service and mail service.Obtain City
approval of any access closures.
PFI_Sidewalk/[ 10-TRAFFIC CONTROL WORK HOURS Applied Notice
Work is permitted in daylight between the hours of 7:00 a.m.to 7:00 p.m. Mon-Fri unless otherwise authorized by the City.
PFI—Sidewalk/1 11 -TRAFFIC CONTROL LIMITED WORK HOURS Applied Notice
Hours of construction work on collector and arterial roads will be limited to 9:00 a.m.to 3:00 p.m. unless authorized by the
City Engineer. Work will not be permitted on collector and arterial roads between 3:00 p.m.to 9:00 a.m. unless authorized
by the City Engineer.
PFI—Sidewalk/1 12-TRAFFIC CONTROL MODIFICATION Applied Notice
The City reserves the right to add to or modify traffic control requirements as necessary to effectively control traffic and to
assure public safety.
PFI_Sidewalk/[ 13-DRAINAGE CONTROL Applied Notice
Drainage shall be controlled within the work site and shall not adversely affect adjacent private property,public property and
the receiving system. The City may at any time order corrective action and suspension of work to accomplish effective
drainage control.
PFI_Sidewalk/[ 14-UTILITY NOTIFICATION Applied Notice
Oregon law requires following the rules adopted by the Oregon Utility Notification Center. Said rules are set forth in OAR
952-001-0100 through OAR 952-001-0080.Copies of said rules may be obtained from the Center by calling 503-246-1987.
If you have any question about the rules,contact the Center. NOTE: Damage to utilities shall be corrected at the permit
holder's expense
PFI—Sidewalk/1 15-UTILITY LOCATION CONFLICT Applied Notice
Applicant must verify all existing utilities for both vertical elevation and horizontal location prior to start of work(pothole
before digging if necessary). Should conflicts arise and redesign or relocation of facilities be necessary, it shall be done at
the applicant's expense. Changes must be approved by the City in advance of work.Applicant shall coordinate the work
with affected utility agencies.
PFI_Sidewalk/[ 16-TEMPORARY PATCH Applied Notice
A temporary hard-surface patch shall be placed on trenches within roadways at the end of each work shift. Obtain advance
approval of patching method. No trench shall be left at any time in an un-safe condition. Applicant is responsible for and is
liable for hazards or damage resulting from the prosecution of the work.
PFI_Sidewalk/[ 17-REPAIR OF EXISTING FACILITIES Applied Notice
Work under this permit shall include repair of existing facilities(roads,ditches,etc.)as may be necessary,as determined by
the Inspector,to overcome deterioration or damage which occurred in conjunction with the work authorized by the permit.
Corrective work shall be done at the applicant's expense.
PFI_Sidewalk/[ 18-SEWER SYSTEM TEST Applied Notice
A sewer system air-test and/or DVD T.V.test report and one set of"As-Builts"shall be provided for review and approval.
PFI_Sidewalk/[ 19-PRECONSTRUCTION MEETING Applied Notice
Before initiating any construction activity,the applicant shall coordinate with the City's inspector, <Insert Name>at<Insert
Phone#>,to establish a preconstruction meeting.
PFI_Sidewalk/[ 20-NOTICE TO COMMENCE WORK Applied Notice
The applicant shall notify the City's Inspector twenty-four(24)hours prior to commencing work,prior to any staged
inspection,and after completing work covered by the permit.
PFI—Sidewalk/1 21 -PERMIT/PLAN ON SITE Applied Notice
A copy of the permit including a Certificate of Insurance, and all attachments,and a copy of the approved construction plan
and all amendments shall be readily available at the work area. All work shall conform to the permit terms,conditions and
provisions and to the City approved permit plans,and approved plan amendments and to the City's standards and
specifications and to these General Conditions. Changes to any of these must be approved by the City, in advance of work
performance.
PFI_Sidewalk/[ 22-DAILY INSPECTION REPORTS Applied Notice
Applicant shall submit daily inspection reports, on a weekly basis, to the City's Inspector.
PFI_Sidewalk/[ 23-MONUMENT PROTECTION Applied Notice
Existing monuments,property corners,and survey markers shall be protected. Replacement shall be at the permit holders
expense.
PFI_Sidewalk/[ 24-VALIDATION OF MATERIAL/CONSTRUCTION Applied Notice
The City's Inspector may,at his discretion, require tests and or reports from the applicant to validate claims of material or
construction adequacy/compliance. Such tests/reports shall be provided at the applicant's expense.
PFI—Sidewalk/1 25-EMERGENCY CONTACTS Applied Notice
Provide to the City inspector, in writing,the names and 24 hour emergency telephone number of two(2)persons who have
authority to resolve problems,take corrective action and, in general,will be responsible in case of any emergency. The
applicant shall notify the City Inspector,in writing,of any/all assignment changes.
PFI—Sidewalk/1 26-RIGHT OF ENTRY/EASEMENTS Applied Notice
Applicant to obtain proper right-of-entry and/or easements prior to starting work. Proof of right-of-entry or properly executed
easements,shall be provided to the City. The City shall in no way be construed to be liable for the applicant's failure to
obtain or provide for proof of right-of-entry or easements.
PFI_Sidewalk/[ 27-PRIVATE PROPERTY AGREEMENTS Applied Notice
Provide the City a copy of an executed agreement[s]from the owner for each private property disturbed by construction
activity.
PFI_Sidewalk/[ 28-AS-BUILT DRAWING Applied Notice
One as-built drawing showing all new public improvements, including any revision made to the previously approved
construction plans and, also,any improvement which may impact an existing public system or facility, shall be provided to
the City by a registered civil engineer along with an engineer's certification of installation compliance(Certificate of
Compliance).
PFI—Sidewalk/1 31 -OTHER Applied Notice
Other
R�:CEIVED
City of Tigard FEB 0 8 2021 PFI#:
ENGINEERING DEPARTMENT
CI Y OF TIGARD
Public Facilities Irri�WWtffiMt (PFI) Permit
PROJECT INFORMATION
Polygon at Roshak Ride TYPE OF WORK
o
Project name: yg 9 ❑ TYPE i—Franchise Utility Work
Brief description of project: Residential subdivision located at the performed byNWN,PGE, or utility
agency
northeast corner of SW Bull Mountain Road and IN TYPE 2—ROW Sidewalk/Driveway/Sewer
SW Roy Rogers Road. Work performed for die purpose of.
• Sidewalk installation or repair
• Driveway approach installation and repair
SITE INFORMATION • Sanitary sewer lateral installation and
Location (address if available): Lots: 186 - 188 & 195 main line tap
ElTYPE 3—Full Scale Development We&
See attached plot plans for addresses 3 performed with land use apprnvalwhich
t - includes any of the following:
• Subdivisions or Partitions
APPLICANT INFORMATION • Street widening
Name: Taylor Morrison • Mainline installation for sanitary sewer,
storm sewer, Tigard water, and Tigard
Mailing address: 703 Broadway St. Suite 710 Mater service area
City/State: Vancouver, WA Zip: 98660 ❑ TYPE 4—Small Cell Technology
Phone:360-695-7700 ❑ TYPE 5—Tigard Triangle
Email: Phone: NOTE: Type 1 and 2 applications may be
Comactname: Chris Walther mailed torownermirsatigard-or.99V.
Phone: 360-695-7700 / Email: CWalther@taylormorrison.com
CONTRACTOR INFORMATION ® Same as applicant
Name: CCB Number: T
Mailing address: City/State: Zip:
Phone: Email:
ENGINEER INFORMATION
Name: Pacific Community Design
Mailing address: 12564 SW Main Street City/State: Tigard, OR Zip. 97223
Phone: 503-941-9484 Entail: ehris@pacific-community.eom
ADDITIONAL INFORMATION
Estimated value of work is required(if over$5,000):$ (within the public right-of-way)
Is work related to a LAND USE DECISION? ®Yes ❑No Case number: PDR 2016-00002-00006
City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Puge 1 of 4
APPLICANTS
NOTE: Person speed as"Applicant"shall be designated"Permittee"and shall provide financial assurance for
work,if required by the city pursuant to TMC 15.04.140.
* With the exception of a utility operating pursuant to a valid franchise or hcense with the City of Tigard,when the owner and the applicant
are different people,the applicant must be the purchaser of record or a lessee in possession with written authorization from the owner
or an agent of the owner. The owner must sign this application in the space provided or submit a written authorization with this
application Franchised or Licensed Utilities are not required to obtain the owners signature on the application.
I, the applicant,certify that:
• To the best of my knowledge,all the information provided within this application package is complete and
accurate.
• The above request does not violate any recorded deed restrictions that may be attached to or imposed upon the
subject property.
• If the application is granted,I will exercise the rights granted in accordance with the terms and subject to all the
conditions and limitations of the approval.
Applicant's or authorized agent's signature Print name Date /9 )
Property owner's signature (if required) Print name Date
STAFF USE ONLY
pez
Case No: a/—0066;krmit fee: 73e7 Received by: Date:
Approved by: Date: 4Z/-6- � Notified by: Date:
City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 2 of 4
DEVELOPMENT ENGINEERING FEES
Public Facility Improvement(PFI)Permit:
INITIAL PFI PERMIT FEE
Part 1: Required submittal fee is 10%of the Net PFI Permit Fee.See below for calculations.Minimum of$300.
NET PFI PERMIT FEE
Part 2: All non-water system improvements engineer's estimate X 7%(less the initial PFI Permit Fee).
WATER LINE CONSTRUCTION FEE
Part 3: All public water system improvements engineer's estimate X 12%.
FOR ONLY • ' STAFF USE ONLY
TYPE 4: SMALL WIRELESS FACILITY TYPE 1-3:DETAILED SUBMITTAL
CHECKLIST REQUIREMENTS
Does applicant have a right-of-way license? ❑Yes ❑No TYPE 1 AND TYPE 2-Must include a sketch
showing:
Under the wireless facilities standards,is the proposal ❑ Dimensions
considered?(check all that apply): ❑ Small Cell ❑Macro ❑ Street Name
How many install sites are proposed as part of this permit ❑ Site Address
Application?
TYPE 3-Must provide 4 sets of plans(sized 24 x 36
or 22 x 34)and an electronic version of all submittal
The proposed equipment is located on which of the following: items. The plans must that include:
❑Public Right-of-Way ❑Private Property
❑ Cover—Site,Vicinity,Abbreviation,Legend
If equipment is to be located on private property,describe the ❑ General Notes(City,Water,Sewer,etc)
type&use: ❑ Street(Plan,Profile)
❑ Water,Storm and Sanitary(Plan Profile)
❑ Water Quality Facilities
❑ Grading
❑ Landscaping/Tree Plan
❑ Composite Utility Plan(Electrical,Phone,Gas, Storm,
Sanitary,Water,Signage,Street Lights,etc.)
❑ Details
❑ Traffic Sight Distance
❑ Signing and Striping
❑ Street Light Plan and Photometric
❑ Engineers seal/signature
❑ Sheet label(project land use name,revision and plan
log block,dates and sheet numbers.)
❑ Engineer's Construction Estimate
Additional Submittals
(per land use conditions,if applicable)
❑ Traffic Report
❑ Storm water Drainage Calculations
❑ Geotechnical Report
❑ Preliminary Access Report(Sight Distance)
❑ Proposed Plat
❑ Pathway Design
❑ Water Provider Approval
Cityof Tigard 13125 SW Hall Blvd. Tigard,Oregon 97223 • wwwtigard-otgov • 503-718-2421 • Page 3 of 4
4 gin- '•�- " � �
Edge of Pavement
I --*— Ditch ———
Op-
Streetlight -
I —•—
Rur,Dr.:,
1 6
IT'�ro'pos of'Sej�werTine—' !
I a=
.L41
Existing Existing House
j j
Driveway
L i r��
it VO , 1
O
Existing Shop j
Powerpole
\y o •s
1
I� 95'
I I � l7iope—{iyline'-----•—•—•
n ( Fire Lant(FFn
I i I
Scale: '1"=30'
I � I
TYPE 1 AND TYPE 2:
MINIUM SKETCH REQUIREMENTS (Put N/A if not applicable)
I I �
' I I
� I
North arrow Property lines&dimensions Existing utilities locations
(sewer,storm,water)
Street&street names All existing structures
Proposed work Existing curb or edge of pavement Utility& street fight poles
Existing S/W or D/W apron Slope of property Trees
City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 4 of 4
LEGEND:
LOT COVERAGE: _SS SANITARY SEWER Pacific
Community
_ I ----SD---- STORM DRAIN Design
LOT AREA: 6,799 SF I I J� / / —W— WATERLINE
344.7 71.7' 351.0 12564 SW main Street
BUILDING FOOTPRINT: 2,093 SF \ / ' OO • MANHOLE >[TI 503-oR s 83
I c�nQ I ■ CATCH BASIN
LOT COVERAGE: 30.8 % < 10'0 DATE: 0112512021
O I r — — — 17 p�— — — — _ STREET LIGHT REVISIONS
---
IMPERMEABLE SURFACE AREA: I .z6.9'- _ _ _ PATIO STRAW WATTLE PERIMETER No. Dare DESCRIPTION
Z I --- ADU — — -——— i \I —— ------
_---- - EROSION CONTROL
0— TREE PROTECTION FENCING
ENTRY WALK: 205 SF 3 a ( : 221000BR I; \
Q o W I I ADU FF=345.6 �y ...... CURB TO BE REMOVED
COVERED PORCH: 76 SF p I I li 6
COVERED REAR PATIO: 0 SF H �I 186 I, 187
I gay ^ \ PORCH 6,799 SF I° \\ 4,500 SF DETACHED MIN. SETBACK SUMMARY
a DRIVEWAY: 551 SF �� I, PORCH SETBACK: 8'
6.0'tP.U.E.\ 's o 4. BUILDING SETBACK: 12'
E
IMPERVIOUS AREA: 2,925 SF ;a I I \ i o SIDE SETBACK: 3'
o a A I I Ae i ��-� SIDE FACING STREET:
~ PUBLIC STREETS: 8'
F � I I SFU: I
o F o s� I Ii ALLEY/PRIVATE STREETS: 3'
N K5 W I ' SFU&ADU1REARSETBACK: 15'GFF= 344.3 • REAR SETBACK AT ALLEY/PRIVATE:33.9 REAR COVERED PATIO: 10'
342.6 + a— r — — — ——. GARAGE:
i71
PUBLIC STREETS: 20'
-\ ) •: — — ALLEY/PRIVATE STREET: 3' S'
. a 20.0' _ ''•
m \ — 16.T_ — J. J
X17.0' .. •.9.0' T 6.0' :.;'.A.
CONSTRUCTION NOTES
It. ' VIISION
P.U.E.
O SAWCUT AND REMOVE CURB PER CITY POLYGON
x CLEARANCE a 342.4 SIDEWALK 65.1' .
\. 5 34d.o OF TIGARD DETAIL 145, SHEET D1.0
CL TRIANGLE ' �, 4 t ° �� : .," AT ROSHAK
m - d • O REMOVE EXISTING DRIVEWAY DROP,
- - - RIDGE
PLANT(1)STREET TREE: i 29'0 r REPLACE DEPRESSED CURB WITH
YELLOWWOOD 1 STANDARD CURB PER CITY OF TIGARD
o `/ • CLADRASTIS KENTUCKIA— S SS / — DETAIL 145 SHEET D1.0
15'CURB 1 WATER
`o
\ — TO BE REMOVED, METER
X �> x x O3 RELOCATE EXISTING WATER METER&
o STORM' METER BOX INSTALL TRAFFIC RATED
d LATER SANITARY SW DARWIN LOOP 4'CURB . 1LOT 186
LATERAL' n w TO BE REMOVED, BOX AND LID IF LOCATED IN PLOT PLAN
--- --- DRIVEWAY. METER TO BE INSTALLED
N ` PER CITY OF TIGARD DETAIL 520,
�i SHEET D1.1
O CONSTRUCT NEW DRIVEWAY DROP
TAYLOR MORRISON (360) 695-7700 PER CITY OF TIGARD DETAIL 141,
a 2S1 W r SHEET D1.0
E LOT 186 (R-4.5, SMALL)
POLYGON AT ROSHAK RIDGE (�5 REMOVE EXISTING DRIVEWAY WING,
° SFU 16712 SW DARWIN LOOP REPLACE WITH STANDARD OR
o DEPRESSED CURB PER CITY OF
13 ADU 16710 SW DARWIN LOOP TIGARD DETAIL 145, SHEET D1.0
aPROJECT NO.: 395-010
a TYPE: CONSTRUCTION
iC REVIEWED BY: CMH
SCALE
O
10
M PDR 2015-00002
INCH=20 Feer
v PDR 2016-00002-00006
LEGEND:
LOT COVERAGE: —SS— SANITARY SEWER Pacific
—SD— STORM DRAIN
LOT AREA: 4,500 SF —w— WATERLINE Design
12564 SW Moin Street
OO • MANHOLE TigorcL OR 97223
BUILDING FOOTPRINT: 2,093 SF m 503-941-9484
J----7-J——+ -•-1 �— ——� — — �--— —�- — — --)� �— — � —L — ■ CATCH BASIN onre: ovzsi�ozl
LOT COVERAGE: 46.5 % 1 —� x�
M STREET LIGHT REVISIONS
1351.0 If 50.0'1 pp 354.5 ' STRAW WATTLE PERIMETER NO- DATE DESCRIPTION
IMPERMEABLE SURFACE AREA: EROSION CONTROL
ENTRY WALK: 197 SF \ 10"0 O— TREE PROTECTION FENCING
\ 17 o'. le - \. Ae - \\
PATIO -------- CURB TO BE REMOVED
COVERED PORCH: 76 SF = =`�
I '
COVERED REAR PATIO: 0 SF I i ADU: 221000AR \
1 \ ( DETACHED MIN. SETBACK SUMMARY
DRIVEWAY: 551 SFADU FF=346.9
o I ( PORCH SETBACK: 8'
E IMPERVIOUS AREA: 2,917 SF 186 4 5, } „ 187 BUILDING SETBACK: 12'
a 6,799 SF \ 188 SIDE SETBACK: 3'
o \ a PORCH \ 4,500 sF �° 4,500 SF SIDE FACING STREET:
\ \ PUBLIC STREETS: 8'
3.5-
1
\ ALLEY/PRIVATE STREETS: 3'
REAR SETBACK: 15'
REAR SETBACK AT ALLEY/PRIVATE: 0'
\ REAR COVERED PATIO: 10'
\ ` SFU: 221100AR I 1-HR FIRE
GARAGE:
SFU R ADU
RATED EAVE \V PUBLIC STREETS: 20'
Al of ALLEY/PRIVATE STREET: T-5'
` GFF=345.6 `
w.
3 --- - --
a - -r _ .,. r_ _, .- PORCH
° a CONSTRUCTION NOTES
C \� a SAWCUT AND REMOVE C CITY
URB PERPOLYGON
_ __ I �, • •. 1O
°20.0 J OF TIGARD DETAIL 145, SHEET D1.0 AT ROSHAK
- —=
BOE REMOVE EXISTING DRIVEWAY DROP, RIDGE
SIDEWALK 344.0 \, o \ 50.U' '..5 345.3 REPLACE DEPRESSED CURB WITH
° STANDARD CURB PER CITY OF TIGARD
DETAIL 145 SHEET D1.0
29.0
0
WATER
l ►, �/ 3O RELOCATE EXISTING WATER METER &
o / METER i, PLANT(1)STREET TREE: METER BOX INSTALL TRAFFIC RATED LOT 187
o ss - -' ss ------ YELLOWWOOD/; BOX AND LID IF LOCATED IN
I QST ORM 14 CURB n CLADRASTIS KENTUCKIA DRIVEWAY. METER TO BE INSTALLED PLOT PLAN
I - TO BE REMOVEDL-
x OS SANITARY x PER CITY OF TIGARD DETAIL 520,
LATERAL 'y. -j �t f? - ___�T_a- ` ,- SHEET D1.1
PLANT(1)STREET TREE: r 5'CURB
YELLOWWOOD/ W SW DARWIN LOOP f TO BE REMOVED-
CLADRASTIS KENTUCKIA ----- - 1 -----. - \ % 44 CONSTRUCT NEW DRIVEWAY DROP
PER CITY OF TIGARD DETAIL 141,
a - SHEET D1.0
E
° TAYLOR MORRISON (360) 695-7700 O REMOVE EXISTING DRIVEWAY WING,
o REPLACE WITH STANDARD OR
2S 1 W7 DEPRESSED CURB PER CITY OF
Q LOT 187 (R-4.5, SMALL) TIGARD DETAIL 145, SHEET D1.0 PROJECT NO.: 395-010
Q POLYGON AT ROSHAK RIDGE TYPE: CONSTRUCTION
SFU 16724 SW DARWIN LOOP SCALE REVIEWEDRY: `MN
ADU 16722 SW DARWIN LOOP '° °
PDR 2015-00002
j PDR 2016-00002-00006 i INC =zo Feer
U
LEGEND:
LOT COVERAGE: —ss SANITARY SEWER
—5D— STORM DRAINDesign
Community
LOT AREA: 4,500 SF + ' / —WWATER LINE 2664 sw Mc;n street
354. I ' 355.8 / OO • MANHOLE Tigard.OR 97223
BUILDING FOOTPRINT: 2,093 5F ! Qo 50.0' �,JCak30 2 C R1 503 941-9484
■ CATCH BASIN
LOT COVERAGE: 46.5 % 43000C=000001 °ATE. 0112W202110.0' } STREET LIGHT REVISIONS
_ \ � n.0' Ae ––\ _ _� _�, _ – – STRAW WATTLE PERIMETER
NO. DATE DESCRIPTION
IMPERMEABLE SURFACE AREA: — — - r – $y 000� EROSION CONTROL
- PATIO _
__--- -1 - — =—=- -- __— - - -
r,-- Q— TREE PROTECTION FENCING
ENTRY WALK: 205 SF
ADU: 221000BR
\ 1-HR FIRE -------- CURB TO BE REMOVED
COVERED PORCH: 76 SF II I FFE: 348.1 \ i RATED EAVE
COVERED REAR PATIO: 0 SF 4.5'
187 11 188 189 DETACHED MIN. SETBACK SUMMARY
o DRIVEWAY: 551 SF 4,500 SF ji I` PORCH 4,500 SF 4,500 SF PORCH SETBACK: 8'
\ \ 3.5' BUILDING SETBACK: 12'
E IMPERVIOUS AREA: 2,925 SF \ \
o � I SIDE SETBACK: 3'
oa \ - o t \ o I SIDE FACING STREET:
`' \ b �- I , °i \\ PUBLIC STREETS: 8'
ALLEY/PRIVATE STREETS: 3'
NI SFU: 221100BR I \\ REAR SETBACK: 15'
\ SFU$ADU \ REAR SETBACK AT ALLEY/PRIVATE: 0'
GFF=346.8 \ REAR COVERED PATIO: 10'
00
_ GARAGE:
w s 'I PORCH
w so �¢" — \ PUBLIC STREETS: 20'
_ - I I -- - --:- ( I`----Z j \ ALLEY/PRIVATE STREET: 3' S'
N • •`-•
:20.0' L_
r—=345'
-� '-nb'` 9.a = — � — —— CONSTRUCTION NOTES
a • ' a 6.0' �- POLYGON
" P.U.E. O1 SAWCUT AND REMOVE CURB PER CITY
50.0 3d6.s \ AT ROSHAK
CL SIDEWALK '345.3 0 < OF TIGARD DETAIL 145, SHEET D1.0
o 4 5
T d• .A i. i•: y • ;• d. . - -a O REMOVE EXISTING DRIVEWAY DROP, RIDGE
P _.29 0,. REPLACE DEPRESSED CURB WITH
STORM STANDARD CURB PER CITY OF TIGARD
LATERAL1 I DETAIL 145, SHEET D1.0
o --- S SANITARYfG 5'CURB
— �14'CURB — 1 TO BE REMOVED_ — O RELOCATE EXISTING WATER METER 8
< x 1 TO BE REMOVED WATER METER, 3 \ PLANT(1)STREET TREE: METER BOX, INSTALL TRAFFIC RATED
0 YELLOWWOOD 1 LOT 188
BOX AND LID IF LOCATED IN
CLADRASTISKENTUCKIA PLOT PLAN
v SW DARWIN LOOP h, — DRIVEWAY. METER TO BE INSTALLED
k _ - PER CITY OF TIGARD DETAIL 520,
SHEET D1.1
r'
O4 CONSTRUCT NEW DRIVEWAY DROP
PER CITY OF TIGARD DETAIL 141,
TAYLOR MORRISON (360) 695-7700 SHEET D1.0
2S1 W7 O REMOVE EXISTING DRIVEWAY WING,
o LOT 188 (R-4.5, SMALL) REPLACE WITH STANDARD OR
o POLYGON AT ROSHAK RIDGE DEPRESSED CURB PER CITY OF
Q SFU 16730 SW DARWIN LOOP TIGARD DETAIL 145, SHEET D1.0 PROJECT NO.; 395-010
Q ADU 16728 SW DARWIN LOOP
TYPE: mNsraucnoN
C R IEWEO BY: CMH
SCALE
O
PDR 2015-00002
�0
U
INCH=20 FEET
PDR 2016-00002-00006
LEGEND:
LOT COVERAGE: —SS— SANITARY SEWER
Community
—SD STORM DRAIN Design
LOT AREA: 6,017 SF —w— WATER LINE
12564 5 W Main Sheaf
O• • MANHOLE Tigard,OR 9M3
BUILDING FOOTPRINT: 2,093 SF I,a SANITARY M 503-941-9484
SW BOTANY BAY LANE I ■ CATCH BASIN
LATERAL J r DATE: ov02i2021
LOT COVERAGE: 34.8 % ss 85 Ss x S —L + STREET LIGHT
e / REVISIONS
I f STRAW WATTLE PERIMETER NO. DATE DESCRIPTION
IMPERMEABLE SURFACE AREA: — �— 13'CURB — —5'CURB 00000
PLANT(1)STREET TREE: 1 EROSION CONTROL
TO BE REMOVED QS TO BE REMOVED U -�
GOLDENRAIN TREE / 1WATER \ \ O— TREE PROTECTION FENCING '
ENTRY WALK: 197 SF KOELREUTERI`AYPANICULATA XW\ METER—
STORM --------
__ CURB TO BE REMOVED
COVERED PORCH: 76 SF / I LATERAL
PATIO: 84 SF ' 346.3 x J 5 x'
4
D
5041' e ( 349 I s. ( DETACHED MIN. SETBACK SUMMARY
DRIVEWAY: 562 SF , VISION to 16.0- 9.0
PORCH SETBACK: 8
CLEARANCE; < 1�' L p.U•E• '
�— - BUILDING SETBACK: 12'
E IMPERVIOUS AREA: 3,012 SF TRIANGLEi.8y 16.T ,/� - 20 0', SIDE SETBACK: 3'
\ " — • /'; s SIDE FACING STREET:
-- - =--• 9 - I I I r __ PUBLIC STREETS: 8' 4
° 21.5' ORCH -'— — �-. —— -'- ALLEY/PRIVATE STREETS: 3'
J
SFU&ADU I I J REAR SETBACK: 15' z
GFF- / (yI f f REAR SETBACK AT ALLEY/PRIVATE: 0'
I . (f ( ( REAR COV
ERED PATIO: 10'
PLANT(3)STREET TREES: 0r A3249.6 GARAGE:YELLOWWOOD/ 5
SFU: 2211
CLADRASTIS KENTUCKIA ' /
f PUBLIC STREETS: 20'
1-HR FIRE I ALLEY/PRIVATE STREET: 3'-5'
x ;. 195 o RATED EAVE 194
x \ aI �° 6,017 SF / d ( 4 CONSTRUCTION NOTES
O °p I�/ PORCH v J
C3, ( (I ,500(SF O SAWCUT AND REMOVE CURB PER CITY POLYGON
C7
CL �' J a 1 f OF TIGARD DETAIL 145, SHEET D1.0 AT ROSHAK
? ADU: 221000A M
x o � x ° P.U.E. ADU FF=350.9 I; / 2 REMOVE EXISTING DRIVEWAY DROP, RIDGE
g
------
J / r / -- V_-' REPLACE DEPRESSED CURB WITH
LaJ 24.9 J I r — f; STANDARD CURB PER CITY OF TIGARD
o Z __ __ __ �____ I f __� L"_-_ DETAIL 145, SHEET D1.0
o - - - ATFO ' I L
i7.6= /� -7—— — O RELOCATE EXISTING WATER METER Et
l10 0' / f ( ( ( METER BOX, INSTALL TRAFFIC RATED LOT 195
a BOX AND LID IF LOCATED IN PLOT PLAN
O I
DRIVEWAY. METER TO BE INSTALLED
PER CITY OF TIGARD DETAIL 520
o Ali 344.7 f 351_0 SHEET D1.1
o O4 CONSTRUCT NEW DRIVEWAY DROP
0 TAYLOR MORRISON (360) 695-7700 PER CITY OF TIGARD DETAIL 141,
2S1 W7 SHEET D1.0
LOT 195 (R-4.5, SMALL) O5 REMOVE EXISTING DRIVEWAY WING,
POLYGON AT ROSHAK RIDGE REPLACE WITH STANDARD OR
3 SFU 16644 SW BOTANY BAY LANE DEPRESSED CURB PER CITY OF
o ADU 16646 SW BOTANY BAY LANE TIGARD DETAIL 145, SHEET D1.0
PROJECT No.: 395
TYPE: - CONSTRUCTION
REVIEWED BY: CMM
SCALE
0
a e
i
o PDR 2015-00002
z
PDR 2016-00002.00006 1 INCH=20 FEET
Pacific
Community
Design
12564 SW Main Street
CONSTRUCT 1/2" TO Tigard.OR 97223
3/4' RADIUS LIP M503941-9484
EXISTING DRIVEWAY — CONSTRUCT DRIVEWAY APRON DATE: 01/07/2021
MATCH WIDTH & GRADE MIN. 3" SAWCUT AND REVISIONS
A VERTICAL 3REAK R
'° NO. DATE DESCRIPTION
R/W LINEa' : , A. . ,':. .
SEE NOTE 3
EXISTING : 4 f.
VARIES ITER•.
•! • °
PAVEMENT '
SECTION
.4 °
5' MIN 2% SIDEWALK _2" CF 3/4"-0" COMPACTED AGGREGATE
i CURB AND GUTTER
SEE
LANDSCAPE NOTE 3 LANDSCAPE -SEE NOTE 4
STRIP SEE NOTE 2 STRIP
CONSTRUCT 1/2" TO
SAWCUT MIN 2' 3/4" RADIUS LIP
A FROM FACE OF CURB
`o_ 7 CONSTRJCT DRIVEWAY APRON
30' MAX
/
cQ 10 MIN
PLAN
EXISTING .'� . > �: , 't.,D•.'.
R 6" R/yl QR�JE�P� SFCE ENT
3/4" PROJECTED TOP
OF CURB % MAX
o _ — �° • �2" OF 3/4"-0" COMPACTED AGGREGATE
STREET STANDARD CURB
o POLYGON
N o
I L —I I—iwi,>e .I I 7 11�I I e_;•.I IO
AT ROSH
AKo "J +
O O 0J N07Es:
C' oo PLATE SHALL BE MADE AS CLLSL RIDGE
1. SAWCU -IROUGN GUIIER
w 2" OF AGGREGATE 10 CURB FACE AS POSSIBLE.
SECTION A—A (3/4"-0") COMPACTED 2. COMPLETE CURB AND GUTTER SHALL NOT BE REMOVED UNLESS
o DIRECTED BY 1HE ENGINEER.
U
NOTES:
o 3. WHEN STRAIGHT CURBS ARE REMOVED, A MINIMUM OF 2 FEET
a OF PAVEMENT FROM THE FACE OF CURB SHALL BE REMOVED CONSTRUCTION
0
1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. AND REPLACED. DETAILS
rn
i 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. 4. WHEN ENTIRE GUTTER ?LATE IS REMOVED THE EXISTING
o PAVEMENT SHALL BE CUT BACK AND A NEW 6" MONOLITHIC CONCRETE
i 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED GUTTER CONSTRUCTED.
a MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE.
s 5. AF—FR CONCRETE HAS CURED, RFPI AC F REMOVED ASPHALT AND SEA JOIN-.
`o
a
vCITY(*PGARI) APPROVED Br NO SCALE C1T'1'nI'nGAIID APPRBVm en NO SCALE
o OREGON LORI FAHA, P.E. "REca)N MICHAEL A. STONE. P.E.
C3)
• ENGINBERINGDRTSION aTM aAR�R STANDARD DRIVEWAY Dwc. No. F:NGINEF'.RING D1415IDN p,,ENaREEn CURB KNOCKOUT DWG. NO.
C �^ PUDLIC WORIGS DEPARTATENT Mffil?`D�U13=1
ODEPARTMENT
13125 SM.HAIL.RLVD. .HALL RLVD.
6 TIGARD,OREGON 97223 JANUARY 2016 w/LANDSCAPE STRIPS 1 41 TIQ4RD,ORF.CA)N9M3 JANUARY 2013 FOR DRIYEWAYS 145
VOICE;(503)6394171 VOICE:(503)6394171 PROJECT NO.: 395-010
P [AX:(503)685-7297 APPROVAL 0.7E FAX: (503)6&1-7]97 APPROVAL BATE
C) TYPE: CONSTRUCTION
CD REVIEWED BY:
O
N
P
z: I D1 . 0
0
Q
ComInUnity
Design
12564 SW Main Street
Tigard,OR 97223
[T[503-941-9484
7'-0" 8'-0" PUE DATE: 01/07/2021
5'-6" REVISIONS
SIDEWALK NO. DATE DESCRIPTION
a
30" MIN SERVICE LINE DEPTH \ . 12"x20" ROTOCAST METER BOX,
W/12"x20" COVER W/5-1/2"x11"
CAST IRON INSERT WITH NO
TOUCH READ HOLE IN THE TOP
OR INSERT. NO HINGED INSERTS
SIDEWALK ADJACENT TO CURB
5'-6" 5'-0" 8'-0" PUE
1'-6"
a
E \
30" MIN SERVICE UNE DEPTH 12"x20" ROTOCAST METER BOX,
o W/12"x20" COVER W/5-1/2"x11"
CAST IRON INSERT WITH NO
TOUCH READ HOLE IN THE TOP
a
OR INSERT. NO HINGED INSERTS
SIDEWALK WITH PLANTER STRIP AT CURB POLYGON
AT ROSHAK
a 1. SUSRVEYOR TO INSTALL TEMPORARY HUB CUSTOMER SIDE RIDGE
N AND GUARD STAKE AT LOT UNE FOR
a METER INSTALLATION.
0 2, BOXES SET IN CONCRETE SHALL BE 9-10"
NEXT SIZE LARGER. SEE PLUMBING CODE
z 3. CENTER OF METER BOX TO BE OFFSET FOR DEPTH OF
1' FROM PROPERTY LINE. COVER
0
4. BANKED METERS WITH SHARED SERVICE CONSTRUCTION
a LINE TRENCH SHALL HAVE 18" MINIMUM
o DISTANCE BETWEEN TAP INSTALLATIONS. 4" MIN DETAILS
a 5. IF WATER METER IS LOCATED IN A 3/4"-0" METER
SIDEWALK AREA THE BOX SIZE WILL BE ROCK ANGLE BALL METER VALVE
o ARMORCAST 17"X30"X12" RPM 20K MUELLER 1" 624258N (THIS IS
a COVER OR EQUIVALENT. IF TWO METERS AN ALL 1" 300 PSI BALL
ARE BANKED IN SIDEWALK AREA THEN VALVE NO LEAD ANGLE STOP)
DISTANCE BETWEEN ANGLE STOPS WILL OR EQUAL
o BE 24".
1" TYPE "K" SOFT COPPER TUBING
- SEAMLESS
U
v
�
C.17'Y OF TIfARD APPROVED BY. NO SCALE
URFAa 1N LORI FAHA, P.E.
!LPIUDLIC
LNGINEERING DIVISION �.�� s DWG. NO.
■ WORESDLPARTMLNT 1 WATER SERVICE
13125 S.W.HALI.HLVD. PROJECT NO.: 395-010
TIGARD,OREGON 97221 MARCH 2017
E VOICE:(503)6394171 520
TYPE: CONSTRUCTION
FA]L (503)"4-729] APPROVAL DATE
REVIEWED 8V:
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D1
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