Plans (7) M2012 - 00071
r%ju VEIL
MAR 2 8 2012
CITE'OF TIGARD
'BUILDING DIVISION
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11445 SW Summerfield Drive , Tigard , Oregon
Abbreviations (NOTE: NOT ALL ABBREVIATIONS ARE USED) Annotation Symbols Building Code Summary Design-Build Notes Drawing Index
® At LAM. Laminated 1. DESIGN BUILD SERVICES TO INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING:
A.B. Anchor Bolt LAV. Lavatory 304.1 BUSINESS GROUP B OCCUPANCY; PROFESSIONAL SERVICES,
ABBR. Abbreviation L.F. Linear Feet BREAK MARK DENTIST. - MANUFACTURER ROOF TRUSSES
A.C. Air Conditioning LTG. Lighting - ELECTRICAL, PLUMBING, AND MECHANICAL SYSTEMS
A.D. Area Drain TABLE 503 TYPE VB (40 FT. MAX. HEIGHT)
ADA American with Disabilities Act MFR. Manufacturer B 2 : 9000 2. DESIGN-BUILD SERVICES, DOCUMENTS AND PERMIT ACQUISITION SHALL BE `V
ACT Acoustic Ceiling Tile MATL. Material PROVIDED ON A DESIGN-BUILD BASIS. DESIGN-BUILD SERVICES SHALL INCLUDE N
A.F.F. Above Finish Floor MAX. Maximum NORTH ARROW 506.1 ALLOWABLE AREA ALL REQUIRED DESIGN WORK TO IMPLEMENT THE ENTIRE DESIGN-BUILD
ALT. Alternate MECH. Mechanical SYSTEM. N N
ALUM. Aluminum MEMB. Membrane Aa = 9,000 + (9,000 X .57) + (9,000 X 0)
APT. Apartment MIN. Minimum = 14,130 SQ. FT. PER FLOOR oN
MOD. Modified 1 (SEPARATIONS; N: 85.33', E: 73', S: 94.25', W: 2.58'-11.67') 3. VERIFY CAPACITY OF ALL UTILITIES AND COORDINATE NEW EQUIPMENT
B.O. Bottom of MTD. Mounted DETAIL TAG (F = 234 FT., P 287.42 FT.)
REQUIREMENTS AND LOCATIONS. oN N o
=
BATHRM. Bathroom MTL. Metal A1.0 NP s o
BD. Board 2. FINAL DESIGN, ENGINEERING, AND SHOP DRAWINGS SHALL BE SUBMITTED TO
ACTUAL AREA: 3,815 SQ. FT. `v
BEDRM. Bedroom N North `r KASA ARCHITECTS, INC. FOR REVIEW PRIOR TO PROCEEDING. SHOP DRAWINGS >
BLDG. Building NFPA National Fire Protection Association SHALL INCLUDE ALL MATERIALS, CONFIGURATIONS, ATTACHMENTS, AND FINISHES.
1 TABLE 601 FIRE-RESISTANCE RATING REQUIRED FOR VB: �, L
BLKG: Blocking N.LC. Not in Contract E
DETAIL TAG STRUCTURAL FRAME: 0 �'
BM. Beam NO. Number A1.0 a) ,,_ a
B.U.R. Built up Roof NOM. Nominal EXTERIOR BEARING WALLS: 1 HR. AT WEST WALL, 0
N.T.S. Not to Scale ELSEWHERE, SEE PLAN FOR Demolition Notes € Q) 6� Q)
a) tfot,
CAB. Cabinet D LOCATION a_ V) V) U)
CALCS Calculations O.C. On Center INTERIOR BEARING WALLS: 0 1. ALL DEMOLITION DEBRIS SHALL BE REMOVED FROM THE SITE AND DISPOSED
C.H. Coat Hook OCC. Occupants/Occupancy 1 EXTERIOR NON-BEARING WALLS: SAME AS BEARING WALLS OF IN COMPLIANCE WITH GOVERNING REGULATIONS. COORDINATE WITH THE General
CHP. Chapter 0.D. Outside Diameter C A INTERIOR ELEVATION TAG INTERIOR NON-BEARING WALLS: 0 OWNER TO IDENTIFY ITEMS TO BE SALVAGED, STORED, REUSED, RELOCATED, OR • • CS COVER SHEET
C.J. Control Joint OH. Overhead A1.0 FLOOR CONSTRUCTION: 0 RECYCLED.
C.L./q Center Line OPP. Opposite ROOF CONSTRUCTION: 0
CLG. Ceiling 0.S.C.1. Owner Supplied Contractor Installed B 2. REMOVE ALL ABANDONED CONDUIT, CABLE, AND WIRE. CMI
CLR. Clear
C.M.U. Concrete Masonry Unit P Paint 705.2 EAVE OVERHANGS DO NOT PROJECT MORE THAN ONE THIRD THE 01 10!C1.0 GRADING & EROSION CONTROL PLAN
COL. Column PF. Prefinished DISTANCE TO THE PROPERTY LINE NOR 12 INCHES INTO WHERE 3. COORDINATE SEQUENCING OF ALL REQUIRED UTILITY SHUTDOWNS. • 101 C1.1 DETAILS
CONC. Concrete P.L. Property Line 1 OPENINGS ARE PROHIBITED. • • C2.0 STORM DRAINAGE & UTILITIES PLAN
CONN. Connection PLAM. Plastic Laminate A1.0 ELEVATION TAG 4. THE DEMOLITION NOTES IN THE DRAWINGS REQUIRE THE REMOVAL OF A • • C3.0 LAYOUT & PAVEMENT MARKING PLAN
CONT. Continuous PLWD. Plywood TBL. 705.8 ALLOWABLE AREA OF UNPROTECTED OPENINGS BASED ON FIRE BUILDING ELEMENT OR SYSTEM OR A COMPLETE COMPONENT COMPRISED OF
CONTR. Contractor PR. Pair SEPARATION: MULTIPLE ELEMENTS. DISASSEMBLE AND REMOVE FROM THE SITE EACH ITEM
COORD. Coordinate/Coordination P.T. Preservative Treated < 5 FEET NOT PERMITTED IN ITS ENTIRETY SO AS TO ACCOMMODATE THE INSTALLATION OF THE NEW
CORR. Corridor P.T.D. Paper Towel Dispenser 5 S X < 10 10% WORK TO FOLLOW. Landscape
C.P. Cement Plaster PVMT. Pavement 1 10 5 X < 15 15% • • • T1.0 TREE PLAN
CPT. Carpet SECTION TAG 15 S X < 20 25% 5. KASA ARCHITECTS, INC. IS NOT RESPONSIBLE FOR LOCATING, IDENTIFYING, OR • • • L1.0 PLANTING PLAN
C.S.0.1. Contractor Supplied Owner Installed R. Riser A1.0 SPECIFYING MEANS OF REMOVAL OF ANY HAZARDOUS MATERIALS.
• • L2.0 LANDSCAPE DETAILS
CT Ceramic Tile RAD. Radius < 45%
CTSK. Countersink RB. Rubber 25 S X < 30 70%
• • L2.1 LANDSCAPE DETAILS
R.D. Roof Drain 30 = X UNLIMITED
D.B. Design Build REF. Reference Project Information
DBL. Double REINF. Reinforced 705.11 PER EXCEPTION 1, PARAPETS ARE NOT REQUIRED UNLESS THE Architectural
DEG. Degree REQ'D Required EXTERIOR WALLS ARE REQUIRED TO BE RATED. THIS PROJECT CONSISTS OF A SINGLE-STORY MEDICAL/DENTAL OFFICE THAT IS • • Al SITE PLAN & DEMOLITION PLAN
DEMO Demolish REV. Reverse Revise B WALL TYPE TAG
/ --® ROUGHLY 3,815 SQUARE FEET IN AREA. THE EXISTING BUILDING, EXISTING TREES • • A2 FLOOR PLAN EXTERIOR ELEVATIONS & DETAILS
DET. Detail RM..O Room T R TBL. 803.9 INTERIOR WALL AND CEILING FINISH REQUIREMENTS AND EXISTING PAVING WILL BE REMOVED IN ORDER TO ACCOMMODATE THE NEW • A3 ROOF PLAN & DETAILS
D.F. Drinking Fountain R.O. Rough Opening STRUCTURE AND AN EXPANSION OF THE PARKING LOT. • A4 SECTIONS & DETAILS
DIA. Diameter R.O.W. Right of Way FLOOR/CEILING, ROOF EXIT ENCLOSURES: CLASS B (PER NOTE B)
DIM. Dimension CEILING ASSEMBLY TYPE CORRIDORS: CLASS B • A5 DETAILS
D.P. Dimension Point S South �Rl TAG ROOMS AND ENCLOSED SPACES: CLASS C SITE AREA: 15,176 SQ. FT. (0.348 ACRES) • A6 DETAILS
DN Down SC Solid Core • A7 DETAILS & OUTLINE SPECIFICATIONS
DS. Downspout S.D. Smoke Detector OOOA DOOR TAG 907.2.2 AN APPROVED FIRE ALARM SHALL BE INSTALLED IN ACCORDANCE LEGAL DESCRIPTION: TAX LOT 500, A PORTION OF LOT 17, W .LOWBROOK
DTL. Detail SEC. Section & 907.2.2 WITH NFPA 72. HOWEVER, THE COMBINED OCCUPANT LOAD FOR FARM, SITUATED IN THE SOUTHEAST QUARTER OF
DW Dishwasher SEP. Separation Structural
DWG. Drawing S.F. Square Feet ROOOA RELITE TAG THE BUILDING IS LESS THAN 500, THEREFORE A MANUAL FIRE SECTION 10, TOWNSHIP 2 SOUTH, RANGE WEST,
DWR. Drawer SHT. Sheet ALARM IS NOT REQUIRED. WILLAMETTE MERIDIAN, CITY OF TIGARD, VO.SHINGTON • S1 STRUCTURAL GENERAL NOTES
SHTG. Sheathing ROOM COUNTY, OREGON • S2 FRAMING PLANS
E East SIM. Similar NAME 1104.1 REQUIRED ACCESSIBLE PARKING: 1 SPACE (VAN ACCESSIBLE, 9 FT. • S3 STRUCTURAL DETAILS
(E) Existing S.N.D. Sanitary Napkin Dispenser 000 ROOM NAME & NUMBER WIDE WITH 8FT. WIDE ACCESS AISLE) ZONING: C-G (PD) • S4 STRUCTURAL DETAILS
EEAA Each S.O.G. Slab on Grade 0 x 0 COMMUNITY COMMERCIAL DISTRICT
E.J. Expansion Joint SQ. Square 1 occ. (PLANNED DEVELOPMENT)
ELEV. Elevation S/R Shelf and Rod
E.P. Electrical Panel Ener Code Summa
S.S. Stainless Steel DATUM Energy � CONSTRUCTION TYPE: VB, NON-SPRINKLERED
EQ. Equal STD. Standard
EQUIP. Equipment STL. Steel TBL. 502.1.2 BUILDING ENVELOPE REQUIREMENTS; ALTERNATE TO TBL. 502.2(1)
BUILDING AREA: 3,815 SQ. FT.
E.W. Each Way STOR. Storage 1 REVISION DELTA ROOFS U-0.048 (INSULATION ENTIRELY ABOVE DECK)
EXTR. Exterior STRUCT. Structure/Structural WALLS U-0.064 (WOOD-FRAMED ABOVE GRADE) NUMBER OF STORIES: 1
SUSP. Suspended
F.C.P. Fiber Cement Panel SV Sheet Vinyl O KEYNOTE C-0.119 (BELOW GRADE)
F.D. Floor Drain FLOOR F-0.730 (UNHEATED SLAB-ON-GRADE) HEIGHT: 21'-0" FT.
FDN. Foundation T Tread/Tall �q WINDOW TYPE TAG
F.E.B. Fire Extinguisher on Bracket TBL. Table TBL. 502.2(1) BUILDING ENVELOPE REQUIREMENTS }
F.E.C. Fire Extinguisher in Cabinet TEMP. Temporary ROOFS R-20C1 (INSULATION ENTIRELY ABOVE DECK) Project Team CIS OF TIGARD
F.F. Finish Floor T.G. Tempered Glass
FIN. Finish T&G Tongue and Groove WALLS R-13 + R3.8C1 WOOD-FRAMED ABOVE GRADE) _ r
FIXT. Fixture g p a _ ARCHITECT ............. ........... '
THD. Threaded
R 7.5C1 (BELOW GRADE) Co orally Approved r,. N AMONY SAXTOU a
FLR. Floor - �F _ - KASA Architects, Inc. •••••••••••••
F.O. Face of THK. Thick , "gA FLOOR NO REQUIREMENT (UNHEATED SLAB-ON-GRADE) See Follow.,..,.,,,,.•,••.„ -�
��� 4119 NE Cesar E Chavez Blvd.
T.O. Top of DOORS U-0.70
F.O.C. Face of Concrete T.O.B. Top of Beam , " I' "` ' '`, � ` I i ,, E f Portland, Oregon 97211 Attached................[
Phone: 503-284-6917 PermitNttmber. a?,._r) _ PARTU i�D R Uy
l �/y of 7/ ca /�a2
F.O.F. Face of Finish T.O.C. Top of Concrete/Curb coo
F.O.S. Face of Stud 4 ! Fax: 503-284-6917 Address: 1% `
T.O.D. Top of Decks t ' �; General Notes contact: Kevin Saxton 4465
FRMG. Framing T.O.P. To of Plate �p - r,
B - �
F.R.P. Fiber Reinforced Plastic P � Date:- ,--/.�
T.O.W. Top of Wall - J , .
FT. Foot Feet 1 s 1. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE 2010 OREGON E-mail: ksaxton®kasapdx.com '
Foot/Feet Toilet Paper Dispenser r , E<<EE
OF
FTG. Footing T.S. Tube Steel P tz STRUCTURAL SPECIALTY CODE, BASED ON THE 2009 INTERNATIONAL BUILDING `
FURR.
Furring ,;v - Ie `: CIVILZLANDSCAPE/STRUCTURAL
T.S.C.D. Toilet Seat Cover Dispenser I M � ��� CODE WITH CURRENT AMENDMENTS, CITY AND COUNTY ORDINANCES, AND Harper Houf Peterson Reghellis, Inc.
APPLICABLE PLUMBING, MECHANICAL, FIRE AND ELECTRICAL CODES.
GA.
Gauge TSTAT Thermostat s s `r,rn �f ,� E
TYP. Typical ° q �, fe,� Ee 205 SE Spokane Street, Suite 200
yP 2 P mak, f4 TSI{��iz P
GALV. Galvanized (Hot Dipped) 4 1 Portland, Oregon 97202
2. SA
IN PERFORMING PROFESSIONAL SERVICES FOR THIS PROJECT, KASA
G.B. Grab Bar U.O.N. Unless Otherwise Noted ( Phone: 503-221-1131
' ARCHITECTS, INC. ISSUES, EXPRESSES OR IMPLIES NO WARRANTIES OR
G.C. General Contractor 4 ,: architects, inc.
< '.) }� '3 i3''' i " Fax: 503-221-1 i 71
GL Glass �i t4 CERTIFICATIONS.
rz X32
VCT Vinyl Composition Tile 4< ,, contact: Ken Ackerman
GYP. Gypsum VERT. Vertical z =, E-mail: kena@hhpr.com Verify in Field R -_ ��. ���a�
3. THE DRAWINGS & INFORMATION CONTAINED HEREIN ARE BASED ON DRAWINGS OFFICE COPY
4119 NE Cesar E. Chavez Ave.
H.B. Hose Bibb PREPARED BY OTHERS AND INFORMATION GATHERED DURING SITE VISITATIONS.
VIN. Vinyl - y
HC. Handicap Portland, Oregon 97211
P VERIFY ACCURACY OF EXISTING CONDITIONS & NOTIFY KASA ARCHITECTS INC.
HD. Head W Wide/West _: 7 i OF ANY DISCREPANCIES PRIOR TO COMMENCEMENT OF WORK. A MINIMUM OF 503.284.6917
HDR. Header W.C. Water Closet .. I FIVE (5) WORKING DAYS SHALL BE ALLOWED FOR A RESPONSE TO THE vvww.kasapdx.com
HDW. Hardware WD. Wood DISCREPANCY WITH MODIFIED DESIGN INFORMATION.
HM Hollow Metal WDW. Window `
HORIZ. Horizontal W.G. Wire Glass Scwhindt
HR. Hour 4. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE DRAWINGS
W.H. Water Heater x: DETERMINE ANY AT I KASA ARCHITECTS, INC. OF ANY
HT. Height ��
W/ With Medical/Dental
TO DETE E LOCATIONS. NOTIFY S CH
HVAC Heating, Ventilating, and Air Conditioning W/0 Without f� i: DISCREPANCIES PRIOR TO COMMENCEMENT OF WORK.
INFO. Information W.P. Water Proof * 5 Office
INSUL. Insulation WRGB Water Resistant Gypsum Board nu�aGyRanx _
COORDINATE EQUIPMENT LOCATIONS WITH OWNER PRIOR TO FINAL ROUGH-IN.
INTR. Interior WT. Weight t ti5 � rl I
W.W.F. Welded Wire Fabric K a `# (`: li''i + 4 P ' 6. PROVIDE FIRE EXTINGUISHERS IN LOCATIONS REQUIRED BY THE FIRE MARSHALL. 11445 SW Summerfield Dr.
� x kWHERE FIRE EXTINGUISHERS ARE SHOWN ON THE DRAWINGS, VERIFY LAYOUT
JAN. Janitor WITH THE FIRE MARSHALL PRIOR TO INSTALLATION. Tigard,
JT. Joint XFMR Transformer - i K rojOregon
SITE KASA Prod # 1105
KIT. Kitchen 0 7. ALL GLASS AND GLAZING IN DOORS, ADJACENT TO LANDINGS, AND RAMPS, AND
N WITHIN 24 INCHES OF A DOOR SHALL BE SAFETY GLAZING. GLAZING IN Permit Set:March 20,2012
INDIVIDUAL PANELS THAT ARE GREATER THAN 9 SQUARE FEET, HAVE A BOTTOM
VicinityMap EDGE LESS THAN 18 INCHES ABOVE THE FLOOR AND A TOP EDGE HIGHER
Not to Scale THAN 36 INCHES ABOVE THE FLOOR, AND WITHIN 36 INCHES HORIZONTALLY OF
A WALKING SURFACE SHALL BE SAFETY GLAZING. EACH PANE OF SAFETY
GLAZING SHALL BE IDENTIFIED BY A LABEL SPECIFYING THE LABELER AND THE
dt M d I / D tal Off
SAFETY GLAZING STANDARD WITH WHICH IT COMPLIES.
1A
Cover Sheet
8. PROVIDE PERMANENT LABELS AT ALL ELECTRICAL PANELS AND CONTROLS,
MECHANICAL EQUIPMENT, SHUTOFF VALVES, AND FIRE CONTROL EQUIPMENT. U
S
copyright KASA Architects,Inc.2012
GENERAL NOTES
WORK SHALL CONFORM WITH THE CITY OF TIGARD STANDARDS, THE INTERNATIONAL BUILDING CODE
(IBC), AND THE UNIFORM PLUMBING CODE (UPC).
THE LOCATION AND DESCRIPTIONS OF EXISTING UTILITIES SHOWN ARE COMPILED FROM AVAILABLE
RECORDS AND /OR FIELD SURVEYS. THE CITY OR UTILITY COMPANIES DO NOT GUARANTEE THE
ACCURACY NOR THE COMPLETENESS OF SUCH RECORDS. EXISTING TOPOGRAPHIC INFORMATION
SHOWN IS BASED ON SURVEY PERFORMED BY REPPETO & ASSOCIATES, INC. LAND SURVEYORS,
DATED 8-10-11.
/ BOUNDARY AND BASIS OF BEARINGS ARE PER PARTITION PLAT 1998-128, WASHINGTON
r COUNTY PLAT RECORDS.
j 3�_ 0 5 10 20 ELEVATIONS BASED ON WASHINGTON COUNTY BENCH MARK NO. 561. THE BENCHMARK FOR THIS
CO 11 PROJECT IS A 1=1/2" BRASS DISK IN CONCRETE SIDEWALK AT THE NE CORNER OF
7 13 /j / SCALE: 1 = 10' -, HIGHWAY 99W (PACIFIC HIGHWAY) AND DURHAM ROAD, ELEVATION =190.990, NGVD 29
�, ��� 10 N
�S � DATUM.
� THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF ORS 757.541 TO 757.571. THE
i CONTRACTOR SHALL NOTIFY EACH UNDERGROUND UTILITY AT LEAST 48 BUSINESS-DAY HOURS
G PRIOR TO EXCAVATING, BORING, OR POTHOLING. ALL UTILITY CROSSINGS SHALL BE POTHOLED AS
` / NECESSARY PRIOR TO EXCAVATING OR BORING TO ALLOW THE CONTRACTOR TO PREVENT GRADE
TC �'� ���� 6® 6�° OF ALIGNMENT CONFLICTS.
�$ 610 /
I ���' � Qo�c�Q��Q
186-700 0 0 0 ��
IPROVISIONS SHALL BE MADE BY THE CONTRACTOR TO KEEP ALL EXISTING UTILITIES IN SERVICE
AND PROTECT THEM DURING CONSTRUCTION. COORDINATE WITH ENGINEER/ARCHITECT.
'(:5>�
EROSION AND SEDI MEN T CONTROL NOTES:
-A/ �� jos / THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL
186 g6 EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH LOC CHAPTER 52, STATE,
AND FEDERAL REGULATIONS. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE
6'�6 G INSTALLED, INSPECTED, AND MAINTAINED PER THE EROSION PREVENTION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL, DECEMBER 2000.
1®0 0� 15 Tc ' THE IMPLEMENTATION OF THESE ESC PLANS AND CONSTRUCTION, MAINTENANCE, REPLACEMENT,
17 `� N��6� 161 1® BB AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL
17 °� 18560 CONSTRUCTION IS COMPLETED AND APPROVED BY THE LOCAL JURISDICTION, AND
tg / VEGETATION/LANDSCAPING IS ESTABLISHED. THE OWNER SHALL BE RESPONSIBLE FOR
I 15 MAINTENANCE AFTER THE PROJECT IS APPROVED UNTIL VEGETATION/LANDSCAPING IS ESTABLISHED.
C)
wt THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL
4 4 14 CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT AND
�o l TC SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE
590 B®C APPLICABLE WATER STANDARDS.
G �
THE ESC FACILITIES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE
A\bl0o CONDITIONS. DURING CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS
0.87. NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT-LADEN
8 7 187 52 C 1
50
11 WATER DOES NOT LEAVE THE SITE.
187.02 13 00 85.9
DURING ACTIVE CONSTRUCTION, ESC MEASURES SHALL BE INSPECTED AND MAINTAINED DAILY BY
f / AN EROSION CONTROL PLAN MANAGER (SPECIFICALLY DESIGNATED BY THE CONTRACTOR) AND
MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED EFFECTIVENESS. ESC MEASURES WILL
o 15 0 BE INSPECTED EVERY 2 WEEKS OR 24 HOURS FOLLOWING A RAIN EVENT OF 0.5 INCHES OR
91
14 GREATER, DURING INACTIVE PERIODS. THE EPCM SHALL INSPECT ALL EROSION AND SEDIMENT
16 CONTROLS AND COMPLETE AN INSPECTION LOG AND MONITORING FORM AFTER EACH INSPECTION.
.65 7 72 TC 187.89 187.39 L 18722 AT NO TIME SHALL SEDIMENT BE ALLOWED TO ACCUMULATE MORE THAN 1/3 THE BARRIER HEIGHT.
8
�8> 1.0%
1,R • �� STABILIZED GRAVEL ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND
MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO
�2 1.0% 1 1.57.
os C INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT.
� ���
/ 0
--
�1. 0 C� ' STORM DRAIN INLETS, BASINS, AND AREA DRAINS SHALL BE PROTECTED UNTIL PAVEMENT
/ ®
9)$_C1 Q) SURFACES ARE COMPLETED AND/OR VEGETATION IS RE-ESTABLISHED. INLET PROTECTION
� r o
MEASURES SHALL BE IN PLACE DURING SAW CUTTING ACTIVITIES.
16 Lij
/ v ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE
?'0% �� 1� CLEANING OPERATIONS SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE STORM WATER
187 11 '� �5 , MANAGEMENT SYSTEM.
880 9 1
8PROPOSED S PAVEMENT SURFACES AND VEGETATION ARE TO BEP ARAPIDLY APOSSIBLE
/ 8 00 .6%
DE T LFFIC I �� 69 (� SEEDING SHALL BE PERFORMED NO LATER THAN SEPTEMBER 1ST FOR EACH PHASE OF
'8j® � „,�� CONSTRUCTION.
F.F.E. = 188.0017
PUBLIC STREETS WILL BE SWEPT DAILY, IF NECESSARY, TO ALLEVIATE SEDIMENT DISCHARGE TO
8.9 2• THE STORM WATER MANAGEMENT SYSTEM. UNFILTERED WASH WATER CANNOT BE DISCHARGED TO
J STORM DRAINS.
/ 1S9 \ TEMPORARY GRASS COVER MEASURES MUST BE FULLY ESTABLISHED BY OCTOBER 1ST. FROM
l OCTOBER IST THROUGH APRIL 30TH, THE WET WEATHER EROSION PREVENTION MEASURES WILL BE
a6 / IN EFFECT FOR ANY EXPOSED SOIL OR SOILS NOT FULLY ESTABLISHED. SEE THE EROSION
PREVENTION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL (CHAPTER 4) FOR
REQUIREMENTS. ALL STOCKPILED SEDIMENT WILL BE COVERED WITH PLASTIC SHEETING AND
18,,9 \ x-0.66 ISOLATED WITH SILT FENCING OR CHECK DAM AT THE TOE OF SLOPE WHEN NOT IN USE. ALL
NEWLY EXPOSED SOILS WILL BE PROTECTED WITH AN ADEQUATE GROUND COVER AT THE END OF
�. CONSTRUCTION EACH DAY. (STRAW, MULCH, COMPOST, WOOD CHIPS, PLASTIC SHEETING, ETC.
CONSULT THE DETAIL SHEET IN THE PERMIT OR THE MANUAL FOR SPECIFICATIONS).
— — — — — — THE CONTRACTOR SHALL NOT REMOVE ESC MEASURES UNTIL VEGETATION IS FULLY ESTABLISHED
AND INSPECTOR HAS APPROVED VEGETATION GROWTH.
191 IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT OF DUST, WHERE ON-SITE OR OFF-SITE
DAMAGE IS LIKELY TO OCCUR, ONE OR MORE OF THE FOLLOWING PREVENTATIVE MEASURES SHALL KASA
0,0 BE TAKEN FOR DUST CONTROL: architects, inc.
- - A. MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH
THE USE OF TEMPORARY GROUND COVER AND OTHER
L/ 41 19 NE Cesar E. Chavez Ave.
i
TEMPORARY STABILIZATION PRACTICES.
Portland, Oregon 97211
503.284.6917
B. THE SITE IS SPRINKLED WITH WATER UNTIL SURFACE www.kasapdx.com
S. W. DURHAM RD. IS WET. REPEAT AS NEEDED TO PREVENT THE CARRY
OUT OF MUD ONTO STREET, REFER TO STABILIZED
CONSTRUCTION ENTRANCE DETAILS. Schwindt
GRADING & EROSION CONTROL CONSTRUCTION NOTES PAVING C. SPRAY EXPOSED SOILS WITH A DUST PALLIATIVE. NOTE, Medical) ental
USED OIL IS PROHIBITED AS A PALLIATIVE. Off1Ce
10 INSTALL CONSTRUCTION TEMPORARY ENTRANCE PER DETAIL, SHEET C1.1. PRE-PAVING AS-BUILTS SHALL BE SUBMITTED TO THE CITY OF VANCOUVER WET WEATHER EROSION CONTROL
CONSTRUCTION OFFICE AND CITY INSPECTOR FOR STORM SEWER PRIOR TO PAVING. STOCKPILES THAT WILL BE EXPOSED FOR MORE THAN 14 DAYS SHALL BE PROTECTED WITH 11445 SW Summerfield
CH) INSTALL SEDIMENT CONTROL FENCE PER DETAIL, SHEET C1.1. ON OCTOBER IST OF EACH YEAR, IF THERE ARE EXPOSED SOILS, DISTURBED AREAS, OR GROUND PLASTIC SHEETING OR WITH A TEMPORARY GROUND COVER USED IN CONJUNCTION WITH Drive
PAVING WILL NOT BE ALLOWED DURING WET OR COLD WEATHER, PER W.S.D.O.T. COVER VEGETATION NOT FULLY ESTABLISHED SUFFICIENT TO PREVENT EROSION, A SPECIFIC TEMPORARY/PERMANENT SEEDING. STOCKPILES THAT CONTAIN ONLY STRIPPINGS SHALL BE
12 INSTALL TREE PROTECTION FENCE PER DETAIL, SHEET C1.1. SPECIFICATIONS. EROSION CONTROL PLAN SHALL BE PREPARED BASED ON THE EXISTING AND EXPECTED SITE IMMEDIATELY COVERED WITH PLASTIC SHEETING. SEDIMENT FENCES SHALL BE PLACED AT THE TOE Tigard, Oregon
CONDITIONS USING THE WET WEATHER EROSION PREVENTION MEASURES (SEE EROSION PREVENTION OF SLOPE OF ALL STOCKPILES. KASA Proj # 1105
13 SAWCUT EXIST. PAVEMENT AND MATCH EXIST. GRADE. ALL PAVEMENT SHALL BE STRAIGHT CUT PRIOR TO PAVING. EXISTING PAVEMENT AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL CHAPTER 4 FOR REQUIREMENTS). FOR
SHALL BE REMOVED AS NECESSARY TO PROVIDE A SMOOTH TRANSITION FOR BOTH SURFACE WATER FACILITIES, FIBER MATTING SHALL BE INSTALLED IN ALL AREAS EXPOSED TO D PRO
14 CONSTRUCT WALL ALONG EDGE OF SWALE. RIDE AND DRAINAGE. WATER INUNDATION. FIBER MATTING SHALL EITHER BE SEEDED (PER THE DESIGN) OR PLACED Harper ���� ��ss Sire Permit:March 5,2012
PRIOR TO PLANTING OF PLUGS, CUTTINGS, REEDS, RUSHES, OR SHRUBS. ALL MEASURES AND z N E /®
15 CONSTRUCT CURB PER DETAIL, SHEET C1.1. ALL RIMS, COVERS AND FRAMES SHALL BE ADJUSTED TO FINISH GRADE UNLESS SPECIFICATIONS FOR MATERIALS USED SHALL BE PER PLAN OR AS SPECIFICALLY APPROVED BYHP 42
O OTHERWISE NOTED. THE ENGINEER AND CITY INSPECTOR. IF ANY ADDITIONAL AREAS BECOME EXPOSED, DISTURBED, ' . ®uf Peterson
�d��% �
16 � �
CONSTRUCT SIDEWALK PER DETAIL, SHEET C1.1. OR STRIPPED OF VEGETATION BETWEEN OCTOBER IST AND APRIL 30TH, THE PLAN SHALL BE ��� Inc. C1 "
REVISED OR OTHERWISE EXPANDED PER THE STANDARDS AND AS DIRECTED BY THE ENGINEER ANDOREGON =
17 CONSTRUCT PERVIOUS CONCRETE PAVERS PER DETAIL, SHEET C1.1. THE CITY INSPECTOR. PRIOR TO NOVEMBER 1ST OF EACH YEAR, WET WEATHER MEASURES SHALL a`n'y sFAT A GRADING
�FTyMP �y CONTROL
1 8 CONSTRUCT BOULDER RETAINING WALL, BOULDERS SHALL NOT BE PLACE WHERE BE INSTALLED AND FULLY FUNCTIONAL /CHAE�HEIGHT 1S MORE THAN 3 FEET ABOVE GUTTER ON DURHAM ROAD ''OS SE Spokane Street, Suite 200, Portland,OR 97202 P
LAN
phone: 503.221.1 131 www.hhpr.com fax: 503.221.1 171 EXPIRES: 12-31-13 copyright KASA Architects,Inc.2011
HINGED DEFLECTOR TO
8" MINIMUM GROWING MEDIUM FACILITATE CLEAN-OUT R/M
MIN. DIST. FROM TREE EQUAL
TO 1' FOR EACH 1" CAL. DBH,
FILTER FABRIC MATERIAL 45' BEND
36" WIDE ROLLS OR AS SHOWN ON PLANS
g GRA TE EL E V.
71" 2 1v MFX �, (SEE GRADING
USE STITCHED LOOPS OVER w ' 3 PLAN)
w ORANGE POLY FABRIC MESH
2"x 2" POSTS TO BE FE: FENCING ON STEEL POSTS o
INSTALLED ON UPHILL SIDE
I TO FORM CONTINUOUS
OF THE SLOPE o o Q o 0
FILTER PROTECTIVE BARRIER SIPHON
6' MAXIMUM SPACING FABRIC AROUND TREE(S) o 0 0 12" MAX. 6"
MATERIAL -
24" X 24" X 42
MIN. "
FRONT VIEW I o z 24" "LYNCH" CATCH
N.T.S. w I FI L TER FABRIC MIN. BA SIN, OR
Z C, APPROVED EQUAL
C° 12" DRAW ROCK
ANGLE BOTH ENDS OF FILTER PRECAST CONCRETE WEIGHT OR
FABRIC FENCE TO ASSURE SOIL STEEL BRACKET ANCHORING
I S TRAPPED N O TES.
SIDE VIEW SYSTEM AS REQUIRED TO
UNDISTURBED MAINTAIN FENCE FIRMLY ERECT VARIES
N.T.S. EXISTING GRADE a FOR DURATION OF PROJECT 1. SWALE TO HAVE ESTABLISHED VEGETATION PRIOR
TOP VIEW TO PAVING. TEE, WYE, OR 45-j3'
INTERLOCKED N.T.S. 2. PLANT SWALE AND POND PER LANDSCAPE PLANS. USE PIPE MANUFACTURES ADAPTER CONNECTOR OR
2"x 2" POSTS TEE OR WYE // 'FERNCO" FLEXIBLE COUPLING WITH STAINLESS
AND ATTACH STEEL CLAMPS OR APPROVED EQUAL.
SE 1 EIST CON TROL FENCE TREE PROTECTION FENCING DETAIL INFILTRATION SWALE — TYPICAL CROSS SECTION l E (SEE PLAN) CA TCH BASIN
N.T.S. N.T.S. N.T.S.
P P� POO MSN
O� 3 1/8"X8"X8" PERVIOUS CONCRETE PAVER
3/4" R 6' I EDGE
CURB JOINT 7777 771 77
5' MIN. SEE NOTE 5 ROW RADIUS - 25' MIN. 3 3/a" - 4" CHOKER AGGREGATE
6" 5» -_ _ �— DRAINAGE BLOCKOUT '2� CLEAN PIT RUN OR 3"- 6" CLEAN ROCK Q�OOF ��� 8 112" DRAIN ROCK (30-40q VOID SPACE)
3" I.D. SCHEDULE 40 ROAD % :a Y '_4
SUBGRADE REINFORCEMENT
��� GEOTEXTILE FABRIC NON WOVEN
/ DWV (ABS OR PVC) GEOTEXTILE, AS REQUIRED P��P
r----------------- -- - PIPE W/COUPLING �___� 8 MIN. (MIRAFI 180N OR EQUAL)
I ,
-------------------- 16" 2" OF 3/4"-0" BASEROCK DEPTH 12" FULLY COMPACTED SUBGRADE
*20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL NOTE: (95% COMPACTION—MAX DRY DENSITY
COMPACTED SUBGRADE CHOKER AGGREGATE SHOULD BE A 3/8—INCH ASTMD 1557)
GRAVEL CONSTRUCTION TO 3/4—INCH UNIFORMLY GRADED CRUSHED
ENTRANCE CURB RAMP ROCK OR CRUSHED GRAVEL WITH AT LEAST
SIDEWALK ADJACENT TO CURB TWO MECHANICALLY FRACTURED FACES.
PAVEMENT
5' MIN. ROW PERVIOUS CONCRETE PAVES SECTIO
9" _
N. T.S.
6"
/ - 2%
ROAD
NOTES:
NOTES.- 2" OF 3/4"-0" BASEROCK 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF
COMPACTED SUBGRADE SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN
OUT OF ANY MEASURES USED TO TRAP SEDIMENT.
1. TRAVERSE EXPANSION JOINTS TO BE PROVIDED AT EACH POINT OF TANGENCY 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF- WAY.
SIDEWALK AWAY FROM CURB 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE
OF THE CURB & AT OTHER LOCATIONS AS REQUIRED TO LIMIT THE SPACING THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN,
TO A MAXIMUM OF 20 FT. NOTES: 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION
ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED KASA
FILTERING SYSTEM.
2. TRAVERSE EXPANSION MATERIAL TO BE PRE—MOLDED NON—EXTRUDED MATERIAL architects, Inc.
1. CONCRETE SHALL BE 3000 P.S.I. AFTER 26 DAYS, 6 SACK MIX, SLUMP RANGE s. DIMENSIONS
WITH A MINUMUM THICKNESS OF 1/2". OF 1-1/2- TO Y. SINGLE FAMILY
20' LONG BY 20' WIDE 8" DEEP OF 3/4" MINUS CLEAN ROCK.
3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 10 FEET APART COMMERCIAL 4119 NE Cesar E. Chavez A\
2. PANELS TO BE 5 FEET LONG. 50' LONG BY 20' WIDE 3-6" CLEAN ROCK,
WIFOR FURTHER INFORMATION Portland, Oregon 97211
NTH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE FABRIC TO ON DESIGN CRITERIA SEE 503.284.6917
4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS.
3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, PREVENT SUB-SOIL PUMPING. CHAPTER 4 OF CLEAN WATER www.kasapdx.com
UTILITY VAULTS, WHEELCHAIR RAMPS, & AT SPACING NOT TO EXCEED 45 FEET. SERVICES EROSION PREVENTION
AND SEDIMENT CONTROL
5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE PLANNING AND DESIGN MANUAL. SChwlndt
AND MAX. OF 3 FEET FROM PROPERTY LINES. CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS.
CONSTRUCTION ENTRANCE Medical/Dental
5 CURB SIDEWALK
USEDSHALL
OR IFHAVE
SIDEWALK MINIMUM
IS INTENDED AS PORTIONINCHES
OFIF MOUNTABLE DRIVEWAY. CleanWater Serer es Office
OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. Detail Drawing 855 REVISED 12-06 Our commitment is clear. 11445 SW Summerfield
6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER Drive
SCHEDULE 40 DWV (ABS OR PVC) PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED
OVER PIPE. Tigard, Oregon
KASA Proj # 1105
APPROVED BY: NO SCALE APPROVED BY: NO SCALE � ��- ��ED PROFFs Sire Permit:March 5,2012
AGUSTIN P. DUENAS AGUSTIN P. DUENAS n/
ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT I N. V
13125 S.W. HALL BLVD. CITY ENGINEER STANDARD CURB DWG. NO. CITY ENGINEER C 0 N C R E T E DWG. N0. \�� GINE O
13125 S.W. HALL BLVD. L(''
QIP ouf e erson
TIGARD, OREGON 97223 TIGARD, OREGON 97223
VOICE: (503) 639-4171 JULY 2001 VOICE: (503 639-4171 9
FAX: (503) 684-7297 125 (503) 684-7297 JULY 2001 SIDEWALK
CITY OF TIGARD CITY TIGARD FAX: 120
OREGON - APPROVAL DATE o e j
OREGON APPROVAL DATE - � .
lghellls Inc. OREGON cin 1
r
4', 16,
16,
'y /CHAD-PG DETAILS
205 SE Spokane Street, Suite 200, Portland,OR 97202
phone: 503.221.1131 ww-w.hhpr.com fax: 503.221.1171 EXPIRES: 12-31-13 copyright KASA Architects,Inc.201
GENERAL NOTES
WORK SHALL CONFORM WITH THE CITY OF TIGARD STANDARDS, THE
INTERNATIONAL BUILDING CODE (IBC), AND THE UNIFORM PLUMBING
/
CODE (UPC).
FIRE HYD THE LOCATION AND DESCRIPTIONS OF EXISTING UTILITIES SHOWN ARE
v 78 PSI / COMPILED FROM AVAILABLE RECORDS AND /OR FIELD SURVEYS. THE
CITY OR UTILITY COMPANIES DO NOT GUARANTEE THE ACCURACY NOR
/ THE COMPLETENESS OF SUCH RECORDS. EXISTING TOPOGRAPHIC
INFORMATION SHOWN IS BASED ON SURVEY PERFORMED BY HHPR
CP
/ 0 5 10 20 ELEVATIONS BASED ON CITY OF WASHINGTON COUNTY BENCH MARK NO.
486. THE BENCHMARK FOR THIS PROJECT IS BRASS DISC. LOCATED IN
Jas / SCALE: 1" 10" THE NORTHWEST CORNER OF HWY. 99 BRIDGE OVER R X R TRACKS
AND COMMERCIAL ST. NORTHWEST CORNER OF SAID BRIDGE 2 FEET
NORTHWEST OF A BRASS DISC MARKED "TIGARD 1946". ELEVATION =
i' 193.968'
/ THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF ORS
757.541 TO 757.571. THE CONTRACTOR SHALL NOTIFY EACH
UNDERGROUND UTILITY AT LEAST 48 BUSINESS-DAY HOURS PRIOR TO
EXCAVATING, BORING, OR POTHOLING. ALL UTILITY CROSSINGS SHALL
I BE POTHOLED AS NECESSARY PRIOR TO EXCAVATING OR BORING TO
ALLOW THE CONTRACTOR TO PREVENT GRADE OF ALIGNMENT
16> CONFLICTS.
CP
bQ 1 PROVISIONS SHALL BE MADE BY THE CONTRACTOR TO KEEP ALL
EXISTING UTILITIES IN SERVICE AND PROTECT THEM DURING
CONSTRUCTION. COORDINATE WITH ENGINEER/ARCHITECT.
I �
STORM DRAINAGE
1 / STORM DRAIN PIPE, BENDS, AND FITTINGS SHALL BE PVC (ASTM 3034,
SDR 35 OR C-900) OR SMOOTH INTERIOR HIGH DENSITY POLYETHYLENE
CORRUGATED PIPE AS PRODUCED AND SPECIFIED BY ADS, PRODUCT
/ NAME N12(TM), OR EQUIVALENT. UNLESS OTHERWISE SPECIFIED ON
PLANS.
/ PRIOR TO TESTING AND INSPECTION OF THE STORM SYSTEM, ALL PARTS
OF THE SYSTEM SHALL BE CLEANED OF ALL DEBRIS.
3
TESTING OF STORM PIPELINE SHALL BE IN ACCORDANCE WITH CITY OF
TIGARD REQUIREMENTS.
1 ,
87 2 39 LF C� WA TER NOTES
S = 2.09 / C-)
ALL PIPE SHALL HAVE 36" MINIMUM COVER MEASURED FROM FINISH
I C�) GRADE.
86.7 C I � ALL WATER LINE WORK IN PUBLIC RIGHT-OF-WAY, INCLUDING METER
I PVC PIPE BUT EXCLUDING WORK ON THE BACKSIDE OF THE DOMESTIC METER,
F> I.E. IN = 186.87 >`
Cp SHALL BE CONSTRUCTED BY THE CITY OF PORTLAND AND COORDINATED
I.E. OUT = 186.00 a I � BY THE CONTRACTOR. UPON COMPLETION OF THE INSTALLATION OF
S = 1.09 THE WATER SYSTEM ALL LINES SHALL BE FLUSHED AND DISINFECTED IN
CONFORMANCE WITH HEALTH DIVISION GUIDELINES AND CITY
PROVIDE CLEAN OUTS PER PLUMPING CODE I REQUIREMENTS. THE CONTRACTOR SHALL TEST ALL LINES PER THE
: CITY REQUIREMENTS.
PRIVATE DOMESTIC AND FIRE SERVICE LINES 3 1/2" OR SMALLER SHALL
8 r �� BE TYPE K COPPER OR SCHEDULE 40 PVC, LINES 4" OR LARGER TO BE
CLASS 52 D.I. PIPE OR PVC PRESSURE PIPE (C-900 CLASS 150)
ALL WATER PIPE SHALL COMPLY WITH CITY OF TIGARD, AWWA, AND UL
STANDARDS.
187 c5,>5> SANITARY SEWER
SANITARY SEWER PIPE SHALL BE PVC 3034 SDR35, CONCRETE ASTM C14,
OR APPROVED EQUAL. ALL SANITARY SEWER CONSTRUCTION SHALL BE IN
ACCORDANCE WITH CITY OF TIGARD STANDARD SPECIFICATIONS. ADJUST
PROPOSED 7 42 LF MANHOLE AND CLEANOUT RIMS TO FINISH GRADE.
6" PVC PIPE
DENTAL OFFICE" RIM = 186.87 MISC. UTILITIES
/ J I.E. IN = 186.21
q7 I.E. OUT = 186.00 ELECTRICAL, TELEPHONE, GAS, AND TV SERVICE SHALL BE COORDINATED
/ S = 0.005 BY THE CONTRACTOR WITH THE APPROPRIATE UTILITY COMPANY.
COORDINATE LOCATION WITH OWNER
/ I
FIRE HYD
90 PSI
191
03000 KASA
1 gQ architects, inc.
4119 NE Cesar E. Chavez Ave.
r ✓v Portland, Oregon 97211
503.284.6917
www.kosapdx.com
S. W. DURHAM RD. Schwindt
Medical/Dental
Office
11445 SW Summerfield
Drive
sofo1CONSTRUCTON NOTES Aa P # 105
OCONSTRUCT INFILTRATION SWALE. SEE DETAIL ON SHEET C1.1 Hai erQ,Er3 PROFF Sire Permit:March 5,2012
O INSTALL 4" SANITARY SEWER LATERAL. G��G I NEtss�O�
HIS ouf Peterson40,424
O CONNECT SANITARY SEWER LATERAL TO EXISTING PIPE WITH CLEAN % iCL 0 �jj
rn
Righellis IS OREGON ^ _
OUT, IE = 179.7+/—. Inc.O `2 Fpr. 1 .�99 ��Q INSTALL AREA DRAIN. SEE DETAIL ON SHEET C1.1 STORM DRAINAGL
yFTHM/CeP & UTILITIES
O INSTALL STORM SEWER PIPE HAEC
205 SE Spokane Street, Suite 200, Portland,OR 97202 PLAN
phone: 503.221.1 131 www.hhpr.com fax: 503.221.1 171 EXPIRES: 12-31-13 copyright KASA Architects,Inc.2011
4" WHITE STRIPE
— - / (TYP.)
<H> 24" O.C.
(TYP.)
0 5 10 20
SCALE: I" = 10' z
Q
J
CL
Uj 4" WHI TE
STRIPE (TYP.)
L
I
CD
I �
6.00
7.7 5' 5.2 0'
;, 45
to n.�1;;err aySlxRrt-.: , ,me-n
> �- PER PLAN (5' MIN)
- 6.00
3.00' R
2.60' R
L CDACCESSIBLE STALL STRIPING
CD CD /
N.T.S.
CSI N QO
N
2" 10.5"
- 6.73 2
3 / R=5"
2.00' R TYP.
8. 09.00,� , 8.79 / STRIPING NOTES:
0 ALL PARKING LOT STRIPING SHALL BE PAINT. )
9.00' 4 TRAFFIC MARKING PAINT SHALL BE INDUSTRY STANDARD: ASSHTO M-248, TYPE 3F
2„ 4„ 1,
CD ACCEPTABLE TRAFFIC PAINTS:
CD FULLER O'BRIEN: TRAFFIC LINE PAINT, 382-12 WHITE TRAFFIC
GENERAL: TRU—TEST SUPREME ZONE MARKING PAINT, 1010 WHITE AND 1012 YELLOW i PAINT
PPG INDUSTRIES. PITTSBURG TRAFFIC AND ZONE MARKING PAINT 22 LINE, WHITE AND YELLOW N
® ® ® ® RODDA: TRAFFIC PAINT, WHITE 671 AND YELLOW 670 d
SHERWIN WILLIAMS: WHITE B29 W1 AND YELLOW B29 Y2
iiJJ d
I
717-
C—)
/ Q) INSTALL 4" LINE AS SHOWN i \'
WLINE SHALL BE PERPENDICULAR TO ;
THE FACE OF CURB
g
W „
ZE
NOTES:
1. SYMBOL AND PAINT SHALL MEET CURRENT A.D.A. ACCESSIBILITY
I GUIDELINE REQUIREMENTS.
2. SYMBOL SHALL HAVE A BLUE BACKGROUND MEETING CURRENT
/ PROPOSE® A.D.A. ACCESSIBILITY GUIDELINE REQUIREMENTS.
®ENTAL OMCE
/ D9 ACCESSIBLE PARKINC S YA1 0L
4 PARKING STALL LINE N. TS.
N.T.S.
/ l INSTALL #4 REBAR WITH 12" MIN. EMBEDMENT
THROUGH PRECAST SLEEVE. RECESS REBAR
1/4" AND COVER HOLE WITH EPDXY SEALANT.-
SIKH LASTOMER-46, THUMB PUTTY. TYPICAL
_ 1 BOTH ENDS OF WHEEL STOP AS SHOWN.
5"
00000KASA
architects, inc.
7'
4119 NE Cesar E. Chavez Ae
Portland, Oregon 97211
DRAINAGE CHANNELS 2" 503.284.6917
6, www.kasapdx.com
S. W. DURHAM RD.
Schwindt
DRAINAGE CHANNELS Medical/Dental
Office
1
PRECAST CONCRETE WHEEL STOP Drive SW Summerfield
nve
N.T.s. Tigard, Oregon
CNSTRUCTN�N� NOTES KASA Proj # 1105
OINSTALL PRECAST CONCRETE WHEEL STOP PER DETAIL, SHEET C3.0 HarperSire Permit:March 5,2012
2 INSTALL 4" PARKING STALL LINE PER DETAIL, SHEET C3.0 G��G I N gess/O
O
k. H? Houf Teterson w 19,424 �' 9
OINSTALL ACCESSIBLE STALL STRIPING PER DETAIL, SHEET C3.0 0 ,I�.' �
O4NINSTALL ACCESSIBLE STALL PARKING SYMBOL PER DETAIL, SHEET C3.0 Riahe fis enc. S�OREGO
� o
tiyFT M/CHA , P �� LAYOU7 AMID
205 SE Spokane Street, Suite 200, Portland,OR 97202 MARKH ](G r LAM
phone: 503.221.1131 www.hhpr.com fax: 503.221.1171 EXPIRES: 12-31-13 7 copyright KASA Architects,Inc.201