HomeMy WebLinkAboutPacific Ridge Apartments Multi-Family Development1
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Know what's below.
Call before you dig.
PACIFIC RIDGE APARTMENTS
JTSC, LLC
PERMIT SET
FOR
PREPARED FOR
N
EW
S
SCALE: 1" =
0
50'
50'100'
SITE INFORMATION
SITE ADDRESS TAX LOT(S)
11375 AND 11390 SW NAEVE ST
TIGARD, OR 97224
2S110DB01500
JURISDICTION FLOOD HAZARD
CITY OF TIGARD MAP NUMBER: 41067C0541E
ZONE 'X' (UNSHADED)
ZONING LOCATION
R-25
(MEDIUM-HIGH DENSITY RESIDENTIAL)
NW 1/4 SE 1/4 SECTION 10, T.2S., R.1W.,
W.M., WASHINGTON COUNTY, OREGON
GROSS ACREAGE ODOT ROW MAP
3.066 ACRES #33283 (DATED 12-20-2017)
UTILITIES & SERVICES
STORM, SEWER WATER
TIGARD PUBLIC WORKS
8777 SW BURNHAM STREET
TIGARD, OREGON 97223
PHONE: (503) 718-2591
TIGARD PUBLIC WORKS
8777 SW BURNHAM STREET
TIGARD, OREGON 97223
PHONE: (503) 718-2591
ROADS, PARKS POLICE
TIGARD PUBLIC WORKS
8777 SW BURNHAM STREET
TIGARD, OREGON 97223
PHONE: (503) 718-2591
TIGARD POLICE DEPARTMENT
13125 SW HALL BLVD
TIGARD, OR 97223
PHONE: (503) 629-0111
SCHOOLS FIRE
TIGARD - TUALATIN SCHOOL DISTRICT
6960 SW SANDBURG STREET
TIGARD, OREGON 97223
PHONE: (503) 431-4000
TUALATIN VALLEY FIRE & RESCUE
11945 SW 70TH AVENUE
TIGARD, OREGON 97223
PHONE: (503) 649-8577
POWER GAS
PORTLAND GENERAL ELECTRIC
CONTACT: HENRY ENGLISH
PHONE: (503) 672-5489
EMAIL: Henry.English@pgn.com
NORTHWEST NATURAL GAS
CONTACT: SID STAFFORD
PHONE: (503) 220-2394
EMAIL: sas@nwnatural.com
CABLE PHONE
COMCAST
CONTACT: ALEXANDER SILANTIEV
PHONE: (503) 596-3733
EMAIL: Alexander_Silantiev@comcast.com
CENTURYLINK
CONTACT: KENNETH SCIULLI
PHONE: (503) 242-0304
EMAIL: kenneth.sciulli@centurylink.com
PROJECT TEAM
OWNER
TIGARD COVENANT CHURCH
11321 SW NAEVE STREET
TIGARD, OR 97224
PHONE: (503) 639-3084
APPLICANT
JTSC, LLC
5285 MEADOWS ROAD, SUITE 171
LAKE OSWEGO, OR 97035
CONTACT: JESSE NEMEC
PHONE: (503) 730-8620
EMAIL: jnemec@jtsmithco.com
PLANNING
CONSULTANT
3J CONSULTING, INC.
9600 SW NIMBUS AVE SUITE 100
BEAVERTON, OR 97008
CONTACT: MERCEDES SERRA
PHONE: (503) 946-9365
EMAIL: mercedes.serra@3j-consulting.com
CIVIL ENGINEER
3J CONSULTING, INC.
9600 SW NIMBUS AVENUE SUITE 100
BEAVERTON, OR 97008
CONTACT: JIM SCHMITT, PE
PHONE: (503) 946-9365
EMAIL: jim.schmitt@3j-consulting.com
LAND SURVEYOR
S&F LAND SERVICES
4858 SW SCHOLLS FERRY RD, STE A
PORTLAND, OR 97225
CONTACT: CHRIS SHERBY, PLS
PHONE: (503) 345-0328
EMAIL: chris.sherby@sflands.com
HORIZONTAL DATUM BASED ON OREGON NORTH STATE PLANE COORDINATE SYSTEM
NAD 83 (2011).
VERTICAL DATUM BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)
BASED ON STATIC OBSERVATIONS PROCESSED THROUGH NATIONAL GEODETIC
SURVEY'S ONLINE USER POSITIONING SYSTEM.
BENCHMARK
VICINITY MAP N
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SITE MAP
PROJECT SITE
C000
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19552
SDR2021-00006
JJS,SRC,JGW
AJM,CKW
2S110DB01500
P:
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3J PROJECT #
LAND USE #
DESIGNED BY
CHECKED BY
TAX LOT(S)
SHEET NUMBER
PROJECT INFORMATION
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J
ULY 1 1 , 2 0 1 7
JA
MES J . S C H M I T T
92406PE
EXPIRES: 06/30/24
OREGON
E N G I NEERREGISTERED PROFESS
I
O
N
A
L
SHEET LIST
SHEET #SHEET TITLE
C000 COVER SHEET
C001 CONDITIONS OF APPROVAL
C100 EXISTING CONDITIONS & DEMOLITION PLAN
C110 TREE PRESERVATION AND REMOVAL PLAN
C111 TREE REMOVAL NOTES
C120 EROSION AND SEDIMENT CONTROL PLAN COVER SHEET
C121 CLEARING AND DEMOLITION ESCP SOUTH
C122 CLEARING AND DEMOLITION ESCP NORTH
C123 GRADING, STREET AND UTILITY CONSTRUCTION ESCP SOUTH
C124 GRADING, STREET AND UTILITY CONSTRUCTION ESCP NORTH
C125 EROSION & SEDIMENT CONTROL DETAILS I
C126 EROSION & SEDIMENT CONTROL DETAILS II
C200 TENTATIVE PLAT
C210 SITE PLAN NORTH
C211 SITE PLAN SOUTH
C220 HORIZONTAL CONTROL PLAN
C230 GRADING PLAN
C231 NW NAEVE STREET DRIVEWAY PLAN
C235 GRADING DETAILS
C300 COMPOSITE UTILITY
C310 STORM PLAN NORTH
C311 STORM PLAN SOUTH
C320 SANITARY SEWER & WATER PLAN NORTH
C321 SANITARY SEWER & WATER PLAN SOUTH
C322 SANITARY LINE 'A' PLAN & PROFILE
C400 HWY 99 PLAN & PROFILE I
C401 HWY 99 PLAN & PROFILE II
C402 HWY 99 CURB RETURN GRADING DETAIL
C403 HWY 99 DRIVEWAY & PEDESTRIAN PATH DETAIL
C404 HWY 99 DETAILS I
C405 HWY 99 DETAILS II
C406 HWY 99 DETAILS III
C407 HWY 99 DETAILS IV
C410 DETAILS SITE I
C411 DETAILS SITE II
C412 DETAILS SITE III
C420 DETAILS STREET
C430 DETAILS SEWER I
C431 DETAILS SEWER II
C432 DETAILS SEWER III
C440 DETAILS DETENTION I
C441 DETAILS DETENTION II
C442 DETAILS STORMFILTER I
C443 DETAILS DETENTION REPAIR
C450 DETAILS WATER I
C451 DETAILS WATER II
EL1 PRIVATE LIGHTING
L100 TREE CANOPY PLAN
L101 PLANTING PLAN
L102 PLANTING PLAN
L103 DETAILS & NOTES
L104 IRRIGATION PLAN
L105 IRRIGATION PLAN
L106 IRRIGATION DETAILS & NOTES
L107 IRRIGATION DETAILS & NOTES
NOT TO SCALE
RD300 (CLASS A)
RD700 (24" CURB AND GUTTER)
RD720
RD722
RD730 (OPTION D)
RD1005 (TYPE 3)
RD1010 (TYPE 3)
RD1040 (TYPE 1)
ODOT DETAILS
RECORD DRAWING
This drawing has been prepared to
reflect final field conditions. The
basis of this information is derived in
whole or in part from a combination
of:
·Contractor supplied redlines
·Observations by the engineer
·Field measurements
The stamping engineer of record
certifies this drawing is an accurate
portrayal of the final construction,
and the resulting improvements are
in conformance with the standards
of City of Tigard
05/02/2024
DIGITALLY SIGNED
2024.05.02
C001
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19552
SDR2021-00006
JJS,SRC,JGW
AJM,CKW
2S110DB01500
P:
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3J PROJECT #
LAND USE #
DESIGNED BY
CHECKED BY
TAX LOT(S)
SHEET NUMBER
PROJECT INFORMATION
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J
ULY 1 1 , 2 0 1 7
JA
MES J . S C H M I T T
92406PE
EXPIRES: 06/30/24
OREGON
E N G I NEERREGISTERED PROFESS
I
O
N
A
L
RECORD DRAWING
This drawing has been prepared to
reflect final field conditions. The
basis of this information is derived in
whole or in part from a combination
of:
·Contractor supplied redlines
·Observations by the engineer
·Field measurements
The stamping engineer of record
certifies this drawing is an accurate
portrayal of the final construction,
and the resulting improvements are
in conformance with the standards
of City of Tigard
05/02/2024
DIGITALLY SIGNED
2024.05.02
2
C100
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19552
SDR2021-00006
JJS,SRC,JGW
AJM,CKW
2S110DB01500
P:
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3J PROJECT #
LAND USE #
DESIGNED BY
CHECKED BY
TAX LOT(S)
SHEET NUMBER
PROJECT INFORMATION
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EXISTING BUILDING
PROJECT BOUNDARY
RIGHT-OF-WAY CENTERLINE
EXISTING CONCRETE
EXISTING CURB
EASEMENT LINE
EXISTING FENCE LINE
EXISTING GRAVEL
EXISTING LOT LINE
EXISTING ADJACENT PROPERTY LINE
EXISTING STORM DRAIN
RIGHT-OF-WAY LINE
EXISTING CONIFEROUS TREE
EXISTING DECIDUOUS TREE
EXISTING SIGN
EXISTING STRIPING: WHITE
EXISTING UTILITY POLE
EXISTING LIGHT POLE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
LEGEND
N
EW
S
NW 1/4 SE 1/4 OF SECTION 10, T.2S., R.1W. W.M.,
WASHINGTON COUNTY, OREGON
Know what's below.
Call before you dig.
ZONE X
(UN-SHADED)
THE SITE IS LOCATED WITHIN ZONE X (UN-SHADED) PER FLOOD INSURANCE RATE
MAP (FIRM) COMMUNITY-PANEL NUMBER
FEMA'S DEFINITION OF ZONE X (UN-SHADED) IS AN AREA OF MINIMAL FLOOD
HAZARD, USUALLY DEPICTED ON FIRMS AS ABOVE THE 500-YEAR FLOOD LEVEL.
ZONE X IS THE AREA DETERMINED TO BE OUTSIDE THE 500-YEAR FLOOD AND
PROTECTED BY LEVEE FROM 100-YEAR FLOOD. IN COMMUNITIES THAT
PARTICIPATE IN THE NFIP, FLOOD INSURANCE IS AVAILABLE TO ALL PROPERTY
OWNERS AND RENTERS IN THESE ZONES.
41067C0541E
SCALE: 1" =
0
40'
40'80'
FLOOD HAZARD INFORMATION
VERTICAL DATUM
CITY OF TIGARD BENCHMARK NO. 561
ELEVATION = 190.99 (NGVD '29)
EXISTING CONDITIONS PLAN
THIS PLAN HAS BEEN PREPARED FOR INFORMATIVE PURPOSES ONLY.
SITE BACKGROUND INFORMATION AND FEATURES HAVE BEEN
GENERATED FROM A COMBINATION OF TOPOGRAPHIC SURVEY DATA
PROVIDED BY S&F LAND SERVICES ON 09.09.2019, AERIAL IMAGERY,
PUBLIC GIS DATA AND SITE ASSESSMENT/OBSERVATION. NO
WARRANTY OR GUARANTEE OF ACCURACY IS EXPRESSED OR IMPLIED.
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING GAS VALVE
PROPERTY MONUMENT
EXISTING STORM INLET
PROPOSED SAWCUT LINE
DEMOLITION KEY NOTES
REMOVE ASPHALT SURFACING TO LIMITS SHOWN AND
DISPOSE OFFSITE.
REMOVE CONCRETE CURB TO LIMITS SHOWN AND DISPOSE
OFFSITE.
REMOVE CONCRETE SURFACING TO LIMITS SHOWN AND
DISPOSE OFFSITE.
EXISTING SIGN AND POST TO BE REMOVED AND SAVED.
REMOVE AND DISPOSE OF POST FOUNDATION OFFSITE AFTER
SIGN RELOCATION (SEE SHEETS C400-C401 FOR NEW SIGN
LOCATION).
MAINTAIN AND PROTECT EXISTING SIGN AND POST.
1
2
3
4
5
DEMOLITION GENERAL NOTES:
1.TREES SHALL BE REMOVED OR PRESERVED PER THE TREE REMOVAL AND
PRESERVATION PLAN, SEE SHEETS C110 AND C111.
2.PRIOR TO ANY LAND DISTURBING ACTIVITIES, ALL PRE-CONSTRUCTION
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PER
EROSION AND SEDIMENT CONTROL PLAN, SEE SHEETS C120 TO C126.
J
ULY 1 1 , 2 0 1 7
JA
MES J . S C H M I T T
92406PE
EXPIRES: 06/30/24
OREGON
E N G I NEERREGISTERED PROFESS
I
O
N
A
L
2
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EXISTING TRAFFIC LOOP
4
5
5
RECORD DRAWING
This drawing has been prepared to
reflect final field conditions. The
basis of this information is derived in
whole or in part from a combination
of:
·Contractor supplied redlines
·Observations by the engineer
·Field measurements
The stamping engineer of record
certifies this drawing is an accurate
portrayal of the final construction,
and the resulting improvements are
in conformance with the standards
of City of Tigard
05/02/2024
DIGITALLY SIGNED
2024.05.02
EXISTING BUILDING
PROJECT BOUNDARY
RIGHT-OF-WAY CENTERLINE
EASEMENT LINE
EXISTING LOT LINE
EXISTING ADJACENT PROPERTY LINE
RIGHT-OF-WAY LINE
EXISTING CONIFEROUS TREE TO DEMO
EXISTING DECIDUOUS TREE TO DEMO
LEGEND
N
EW
S
Know what's below.
Call before you dig.
SCALE: 1" =
0
40'
40'80'
C-Rad IS THE AVERAGE CROWN RADIUS MEASURED IN FEET.
SITE AREA: 132,122 S.F.
EXISTING & PROPOSED TREE STAND 1 AREA: 2505 S.F.
EXISTING TREE STAND 2 AREA: 91,182 S.F.
PROPOSED TREE STAND 2 AREA: 16,142 S.F.
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
TREE TO BE REMOVED
EXISTING CONIFEROUS TREE
EXISTING DECIDUOUS TREE
C-Rad
C-Rad
TREE PROTECTION GENERAL NOTES:
1.FOR FULL TREE INVENTORY: SEE TREE TABLE, SHEET C111. TREES TO BE REMOVED
ARE NOTED ON TABLE.
TREE PROTECTION SPECIFICATIONS:
1.PRECONSTRUCTION CONFERENCE. THE PROJECT ARBORIST SHALL BE ON SITE TO
DISCUSS METHODS OF TREE REMOVAL AND TREE PROTECTION PRIOR TO ANY
CONSTRUCTION.
2.TREE PROTECTION ZONE. THE TREE PROTECTION ZONE (TPZ) SHALL BE ESTABLISHED
AT THE DRIPLINE OF PROTECTED TREES AS A MINIMUM. IF INFRASTRUCTURE MUST BE
INSTALLED CLOSER TO PROTECTED TREES, THE TPZ MAY BE ESTABLISHED WITHIN THE
DRIPLINE AREA IN ACCORDANCE WITH THE TREE PRESERVATION AND REMOVAL SITE PLAN
AND WORK WITHIN THE IDENTIFIED TPZ ENCROACHMENT AREA SHALL BE MONITORED AND
DOCUMENTED BY THE PROJECT ARBORIST. THE CONTRACTOR IS RESPONSIBLE FOR
COORDINATING WITH THE PROJECT ARBORIST IN A TIMELY MANNER PRIOR TO WORKING
BENEATH PROTECTED TREE DRIPLINES.
3.PROTECTION FENCING. ALL TREES TO BE RETAINED SHALL BE PROTECTED BY 5-FOOT
TALL METAL FENCING UNLESS OTHERWISE APPROVED BY THE CITY MANAGER OR
DESIGNEE. PROTECTION FENCING SHALL BE SECURED TO STEEL POSTS PLACED NO
FURTHER THAN 8-FEET APART AND SHALL BE INSTALLED AT THE EDGE OF THE TPZ.
4.TREE PROTECTION ZONE MAINTENANCE. TREE PROTECTION FENCING SHALL NOT BE
MOVED, REMOVED, OR ENTERED BY EQUIPMENT EXCEPT UNDER DIRECTION OF THE
PROJECT ARBORIST. STORAGE OF MATERIALS OR EQUIPMENT IS NOT ALLOWED WITHIN THE
TPZ.
5.EROSION CONTROL. BENEATH THE DRIPLINE OF PROTECTED TREES, EROSION
CONTROL FENCING SHALL NOT BE TRENCHED IN PER MANUFACTURER'S SPECIFICATIONS
TO AVOID ROOT IMPACTS. INSTEAD, ALTERNATIVE MEANS OF EROSION CONTROL ARE
REQUIRED, SUCH AS WRAPPING THE BASE OF SILT FENCING AROUND A STRAW WATTLE
AND STAKING THE WATTLE INTO THE GROUND OR USING COMPOST SOCKS OR STRAW
WATTLES STAKED INTO THE GROUND IN LIEU OF SILT FENCING.
6.BOUNDARY TREE REMOVAL. ALONG THE EASTERN BOUNDARY OF THE PROJECT SITE,
REMOVAL OF 12 TREES LOCATED ON THE PROPERTY BOUNDARY (#1679, #1680, #1681, #1683.
#1684, #1692, #1694, #1695, #1710, #1712, #1713 AND #7002) REQUIRES PRIOR WRITTEN
CONSENT OF THE ADJACENT PROPERTY WHO SHARES MUTUAL OWNERSHIP OF THE
SUBJECT TREES.
7.TREE REMOVAL WITHIN TREE PROTECTION ZONES. TREES APPROVED FOR REMOVAL
WITHIN TPZS SHALL BE CLEARLY MARKED WITH PAINT OR FLAGGING BY THE PROJECT
ARBORIST. PROTECTION FENCING MAY BE TEMPORARILY OPENED FOR TREES TO BE
REMOVED. REMOVAL SHALL BE CONDUCTED WITH EXTREME CAUTION TO AVOID DAMAGE
TO PROTECTED TREES.
8.STUMP REMOVAL. THE STUMPS OF TREES PLANNED FOR REMOVAL LOCATED WITHIN THE
TPZ OF PROTECTED TREES SHALL REMAIN IN THE GROUND WHERE FEASIBLE.
OTHERWISE, STUMPS MAY BE REMOVED BY GRINDING THE STUMP FACE APPROXIMATELY
6-INCHES BELOW GROUND LEVEL OR ELSE EXTRACTED FROM THE GROUND UNDER
PROJECT ARBORIST SUPERVISION.
9.PRUNING. THE PROJECT ARBORIST CAN HELP IDENTIFY WHERE PRUNING IS NECESSARY
TO PROVIDE CONSTRUCTION CLEARANCE AND REMOVE DEAD AND DEFECTIVE BRANCHES
FOR SAFETY ONCE TREES PLANNED FOR REMOVAL HAVE BEEN REMOVED AND THE SITE
IS STAKED AND PREPARED FOR CONSTRUCTION. PRUNING SHALL BE PERFORMED BY A
QUALIFIED TREE SERVICE AND CONDUCTED IN ACCORDANCE WITH ANSI A300 PRUNING
STANDARDS AND ISA BEST MANAGEMENT PRACTICES FOR PRUNING.
10.EXCAVATION. EXCAVATION BENEATH PROTECTED TREE DRIPLINES SHALL BE
AVOIDED IF ALTERNATIVES ARE AVAILABLE. IF EXCAVATION IS UNAVOIDABLE, THE
PROJECT ARBORIST SHALL EVALUATE THE PROPOSED EXCAVATION TO DETERMINE
METHODS TO MINIMIZE IMPACTS TO TREES. ROOT PRUNING SHALL BE DIRECTED AND
DOCUMENTED BY THE PROJECT ARBORIST.
11.IVY REMOVAL. IVY GROWING UP THE TRUNKS OF PROTECTED TREES SHALL BE
SEVERED COMPLETELY AROUND TREE TRUNKS USING HAND TOOLS AT APPROXIMATELY
4-FEET ABOVE GROUND LEVEL AND PULLED OFF THE LOWER TRUNK AND FROM THE
GROUND AROUND THE BASE OF TREES.
12.LANDSCAPING. FOLLOWING CONSTRUCTION AND WHERE LANDSCAPING IS DESIRED,
APPLY APPROXIMATELY 3-INCHES OF MULCH AND/OR NATIVE SEED MIX BENEATH THE
DRIPLINE OF PROTECTED TREES, BUT NOT DIRECTLY AGAINST TREE TRUNKS. IF IRRIGATION
IS USED, USE DRIP IRRIGATION INSTALLED AT NATIVE GRADE ONLY (NO TRENCHING)
BENEATH THE DRIPLINES OF PROTECTED TREES.
13.TREE PROTECTION INSPECTION. THE PROJECT ARBORIST SHALL INSPECT AND VERIFY
THE LOCATION OF PROTECTION MEASURES PRIOR TO CONSTRUCTION, MONITOR TREE
PROTECTION MEASURES REGULARLY, AND PROVIDE SEMI-MONTHLY WRITTEN REPORTS TO
THE CITY DURING PERIODS OF ACTIVE CONSTRUCTION.
14.FINAL REPORT. AFTER THE PROJECT HAS BEEN COMPLETED, THE PROJECT ARBORIST
SHALL PROVIDE A FINAL REPORT THAT DESCRIBES THE MEASURES NEEDED TO MAINTAIN
AND PROTECT THE REMAINING TREES AND VERIFY THE INSTALLATION OF NEW TREES IN
ACCORDANCE WITH THE TREE CANOPY SITE PLAN.
SIGNATURE BLOCK:
I, MORGAN HOLEN, ATTEST THAT THIS TREE PRESERVATION AND REMOVAL SITE PLAN
MEETS THE
REQUIREMENTS IN SECTION 10, PART 1, OF THE CITY OF TIGARD URBAN FORESTRY MANUAL.
_____________________________________________________________________________
MORGAN HOLEN
ISA BOARD CERTIFIED MASTER ARBORIST PN‐6145B
ISA TREE RISK ASSESSMENT QUALIFIED
PHONE NUMBER: 971.409.9354
DATE:______________________________
PROPOSED TREE PROTECTING FENCING
EXISTING & PROPOSED TREE STANDS
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SDR2021-00006
JJS,SRC,JGW
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2S110DB01500
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LAND USE #
DESIGNED BY
CHECKED BY
TAX LOT(S)
SHEET NUMBER
PROJECT INFORMATION
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J
ULY 1 1 , 2 0 1 7
JA
MES J . S C H M I T T
92406PE
EXPIRES: 06/30/24
OREGON
E N G I NEERREGISTERED PROFESS
I
O
N
A
L
RECORD DRAWING
This drawing has been prepared to
reflect final field conditions. The
basis of this information is derived in
whole or in part from a combination
of:
·Contractor supplied redlines
·Observations by the engineer
·Field measurements
The stamping engineer of record
certifies this drawing is an accurate
portrayal of the final construction,
and the resulting improvements are
in conformance with the standards
of City of Tigard
05/02/2024
DIGITALLY SIGNED
2024.05.02
C111
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DBH1 IS TREE DIAMETER MEASURED AT 4.5-FEET ABOVE THE GROUND LEVEL IN INCHES; TREES WITH MULTIPLE
TRUNKS SPLITTING BELOW DBH ARE MEASURED SEPARATELY AND INDIVIDUAL TRUNK MEASUREMENTS ARE
SEPERATED BY A COMMA, EXCEPT MULTIPLE TRUNKS OF THE SAME SIZE ARE INDICATED AS QUANTITY X SIZE.
1006 swamp white oak 7 8
1100 black cottonwood 9 14
1101 black cottonwood 8 14
1102 black cottonwood 6 14
1103 black cottonwood 7 14
1104 black cottonwood 9 14
1105 black cottonwood 7 14
1106 black cottonwood 11 14
1107 black cottonwood 10 14
1108 black cottonwood 9 14
1109 black cottonwood 6 14
1110 black cottonwood 9 14
1111 black cottonwood 6 14
1112 black cottonwood 6 14
1113 black cottonwood 7 14
1114 black cottonwood 9 14
1115 black cottonwood 7 14
1116 black cottonwood 6 14
1117 black cottonwood 6 14
1118 black cottonwood 10 14
1119 black cottonwood 9 14
1120 black cottonwood 7 14
1188 flowering pear 9 11
1189 flowering pear 4,4,5,6 16
1191 flowering pear 12 16
1192 flowering pear 6 7
1273 flowering pear 11 15
1360 flowering pear 10 14
1361 flowering pear 10 11
1381 flowering pear 7 9
1476 Douglas-fir 11 16 Y
1477 black cottonwood 13 16 Y
1479 Austrian pine 7 8 Y
1483 Douglas-fir 6 8 Y
1531 black cottonwood 6 9 Y
1532 black cottonwood 6 9 Y
1561 Scouler’s willow 18,20 20 Y
1566 Douglas-fir 26 24 Y
1567 black cottonwood 10 12 Y
1568 black cottonwood 6 6 Y
1569 black cottonwood 6 6 Y
1570 black cottonwood 6 6 Y
1571 black cottonwood 6 6 Y
1572 black cottonwood 6 6 Y
1573 black cottonwood 6 6 Y
1585 black cottonwood 7 10 Y
1587 black cottonwood 10 16 Y
1588 black cottonwood 10 16 Y
1589 black cottonwood 6 10 Y
1590 Austrian pine 6 7 Y
1592 English hawthorn 6 0 Y
1593 bigleaf maple 11 18 Y
1594 Douglas-fir 9 6 Y
1606 Douglas-fir 15 14
1624 Douglas-fir 14 13
1630 bigleaf maple 15,16 20 Y
1632 bigleaf maple 21 20 Y
1634 western redcedar 29 18 Y
1635 Douglas-fir 22 15 Y
1659 Douglas-fir 9 13
1660 Douglas-fir 16 16
1662 Douglas-fir 10 10
1667 Douglas-fir 32 35 Y
1669 sweet cherrX 6 Y
1670 sweet cherrX 15 Y
1671 Douglas-fir 33 30 Y
1672 English hawthorn 9 Y
1675 Douglas-fir 24 25 Y
1676 bigleaf maple 14 Y
1679 ponderosa pine 16 20 Y
1680 ponderosa pine 9 16 Y
1681 ponderosa pine 15 12 Y
1683 bigleaf maple 10 8 Y
1684 ponderosa pine 15 16 Y
1685 Douglas-fir 18 18 Y
1686 Douglas-fir 29 25 Y
1690 Douglas-fir 30 25 Y
1692 ponderosa pine 17 20 Y
1693 Douglas-fir 7 11
1694 Douglas-fir 9 6 Y
1695 ponderosa pine 20 0 Y
1697 bigleaf maple 10 15 Y
1700 bigleaf maple 18 21 Y
1701 sweet cherrX 6 Y
1703 sweet cherrX 7 Y
1704 Oregon white oak 9 Y
1709 serviceberrX 7 Y
1710 ponderosa pine 22 22 Y
1711 Douglas-fir 22 Y
1712 ponderosa pine 22 0 Y
1713 bigleaf maple 6 16 Y
1724 red maple 11 18
1731 Douglas-fir 12 16
1786 Douglas-fir 13 13
1793 Douglas-fir 8 10
1794 ponderosa pine 24 21
1797 bigleaf maple 7
1800 ponderosa pine 20 16
1804 Douglas-fir 9 12
1805 Douglas-fir 6 9
1809 Douglas-fir 19 18
1814 ponderosa pine 20 15
1815 ponderosa pine 13 12
1818 bigleaf maple 7 20
1819 Douglas-fir 27 22
1820 bigleaf maple 14,16 Y
1822 sweet cherrX 6 Y
1823 sweet cherrX 6 Y
1824 sweet cherrX 9 Y
1825 bigleaf maple 2X9 Y
1827 sweet cherrX 6 Y
1828 sweet cherrX 6 Y
1829 sweet cherrX 6 Y
1830 sweet cherrX 7 Y
1831 sweet cherrX 10 Y
1832 sweet cherrX 9 Y
1833 sweet cherrX 6 Y
1835 bigleaf maple 11 16
1836 Douglas-fir 12 18
1841 bigleaf maple 8 18
1842 bigleaf maple 6 15
1843 bigleaf maple 6 14
1844 bigleaf maple 16 22
1845 sweet cherrX 9 Y
1846 bigleaf maple 10 22
1847 Douglas-fir 28 22
1848 ponderosa pine 17 16
1849 ponderosa pine 17 13
1851 ponderosa pine 18 18
1853 Douglas-fir 8 9
1854 ponderosa pine 15 12
1855 Douglas-fir 8 11
1857 sweet cherrX 6 Y
1874 Douglas-fir 7 12
1875 ponderosa pine 19 14
1877 Douglas-fir 31 32
1878 ponderosa pine 8 11
1880 ponderosa pine 20 18
1881 bigleaf maple 10 16
1888 Douglas-fir 16 14
1889 Douglas-fir 13 16
1890 Douglas-fir 10 14
1901 Scouler’s willow 10 10
1906 Douglas-fir 24 22
1914 bigleaf maple 24 20
1921 sweet cherrX 6 Y
1925 European white birch 16 Y
1926 sweet cherrX 9 Y
1927 Douglas-fir 31 26
1929 sweet cherrX 12 Y
1931 sweet cherrX 7 Y
1932 dogwood 6 14
1934 sweet cherrX 6 Y
1935 sweet cherrX 12 Y
1936 sweet cherrX 7 Y
1937 sweet cherrX 7 Y
1938 sweet cherrX 6 Y
1939 English hollX 6 Y
1941 bigleaf maple 14,15,16 25
1944 Douglas-fir 30 Y
1945 bigleaf maple 8 Y
1946 sweet cherrX 7 Y
1947 sweet cherrX 7 Y
1948 sweet cherrX 6 Y
1949 sweet cherrX 6 Y
1950 sweet cherrX 6 Y
1951 sweet cherrX 6 Y
1952 sweet cherrX 8 Y
1953 sweet cherrX 6 Y
1959 sweet cherrX 8 Y
1960 sweet cherrX 6 Y
1961 sweet cherrX 6 Y
1962 sweet cherrX 8 Y
1963 sweet cherrX 6 Y
1964 sweet cherrX 6 Y
1965 sweet cherrX 6 Y
1966 sweet cherrX 7 Y
1967 sweet cherrX 6 Y
1968 sweet cherrX 6 Y
1969 sweet cherrX 6 Y
1970 sweet cherrX 7 Y
1971 sweet cherrX 6 Y
1972 sweet cherrX 7 Y
1973 bigleaf maple 20 Y
1974 bigleaf maple 18 Y
1975 English hawthorn 6 Y
1976 sweet cherrX 12 Y
1979 sweet cherrX 10 Y
1981 sweet cherrX 13 Y
1982 Scouler’s willow 15 Y
1984 bigleaf maple 10 Y
1985 bigleaf maple 13 Y
1986 sweet cherrX 9 Y
1987 bigleaf maple 15,16,18 Y
1991 bigleaf maple 8 Y
1992 Scouler’s willow 3X12 Y
1993 bigleaf maple 12 Y
1996 bigleaf maple 17 Y
1997 sweet cherrX 12 Y
1998 sweet cherrX 12 Y
1999 English hawthorn 8 Y
2001 bigleaf maple 9 Y
2002 bigleaf maple 11 Y
2003 bigleaf maple 8 Y
2004 bigleaf maple 12 Y
2005 bigleaf maple 7 Y
2006 bigleaf maple 9 Y
2007 sweet cherrX 10 Y
2008 sweet cherrX 6 Y
2009 sweet cherrX 7 Y
2010 sweet cherrX 7 Y
2013 sweet cherrX 11 Y
2014 sweet cherrX 7 Y
2015 sweet cherrX 6 Y
2016 sweet cherrX 9 Y
2017 sweet cherrX 6 Y
2018 sweet cherrX 7 Y
2019 sweet cherrX 6 Y
2021 sweet cherrX 7 Y
2022 sweet cherrX 6 Y
2023 sweet cherrX 6 Y
2024 English hawthorn 8 Y
2026 sweet cherrX 6 Y
2027 sweet cherrX 7 Y
2029 sweet cherrX 6 Y
2031 sweet cherrX 12 Y
2033 bigleaf maple 15 Y
2034 bigleaf maple 7 Y
2035 bigleaf maple 9 Y
2036 bigleaf maple 10 Y
2037 bigleaf maple 8 Y
2038 bigleaf maple 10 Y
2039 bigleaf maple 10 Y
2040 bigleaf maple 10 Y
2041 bigleaf maple 11 Y
2042 bigleaf maple 10 Y
2043 sweet cherrX 12 Y
2044 sweet cherrX 8 Y
4000 sweet cherrX 12 Y
4001 English hawthorn 5X6 Y
4002 black cottonwood 28 Y
4003 black cottonwood 24,28,36 Y
4004 black cottonwood 12 Y
4007 red oak 6 Y
4008 black cottonwood 8 Y
4009 black cottonwood 10 Y
5001 Oregon ash 12 Y
5002 sweet cherrX 8 Y
5003 Scouler’s willow 4X8,4X10 Y
5004 Scouler’s willow 12 Y
5005 Scouler’s willow 16 Y
5009 Scouler’s willow 8 Y
5010 Scouler’s willow 10 Y
5011 Scouler’s willow 3X8 Y
5012 bigleaf maple 6,14 Y
5013 sweet cherrX 8 Y
5014 sweet cherrX 8 Y
5015 sweet cherrX 8 Y
5016 Scouler’s willow 6 Y
5017 English hawthorn 8 Y
5018 Scouler’s willow 6 Y
5019 serviceberrX 8 Y
5020 sweet cherrX 12 Y
5021 sweet cherrX 8 Y
5022 sweet cherrX 6 Y
5023 Scouler’s willow 12 Y
5024 sweet cherrX 11 Y
5025 sweet cherrX 12 Y
5026 sweet cherrX 6 Y
5027 sweet cherrX 10 Y
5028 bigleaf maple 2X16 Y
5029 sweet cherrX 8 Y
5030 serviceberrX 6 Y
5031 sweet cherrX 16 Y
5032 sweet cherrX 2X14 Y
5033 Douglas-fir 28 Y
5034 sweet cherrX 8 Y
5035 Douglas-fir 32 Y
5037 Scouler’s willow 5X8 Y
5038 sweet cherrX 8 Y
5039 Scouler’s willow 2X10 Y
5041 Scouler’s willow 6 Y
5042 bigleaf maple 10 Y
5043 sweet cherrX 10 Y
5044 sweet cherrX 6 Y
5045 sweet cherrX 8 Y
5046 sweet cherrX 12 Y
5047 bigleaf maple 6 Y
5048 sweet cherrX 6 Y
5049 bigleaf maple 14 Y
5050 bigleaf maple 12 Y
5051 bigleaf maple 12 Y
5052 bigleaf maple 7,10,14 Y
5053 black cottonwood 36 Y
5054 sweet cherrX 12 Y
5055 bigleaf maple 12 Y
7001 Scouler’s willow 8,8,9,10 11 Y
7002 ponderosa pine 22 0 Y
7003 bigleaf maple 10 Y
7004 Scouler’s willow 2X16 Y
No.Common Name DBH1 C-Rad2
C-Rad2 IS THE AVERAGE CROWN RADIUS MEASURED IN FEET.
Remove No.Common Name DBH1 C-Rad2 Remove No.Common Name DBH1 C-Rad2 Remove No.Common Name DBH1 C-Rad2 Remove No.Common Name DBH1 C-Rad2 Remove No.Common Name DBH1 C-Rad2 Remove
J
ULY 1 1 , 2 0 1 7
JA
MES J . S C H M I T T
92406PE
EXPIRES: 06/30/24
OREGON
E N G I NEERREGISTERED PROFESS
I
O
N
A
L
RECORD DRAWING
This drawing has been prepared to
reflect final field conditions. The
basis of this information is derived in
whole or in part from a combination
of:
·Contractor supplied redlines
·Observations by the engineer
·Field measurements
The stamping engineer of record
certifies this drawing is an accurate
portrayal of the final construction,
and the resulting improvements are
in conformance with the standards
of City of Tigard
05/02/2024
DIGITALLY SIGNED
2024.05.02
1
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SW LADY MARION DR
SW HOODVIEW DR
SW DEL MONTE DR
SW HIGH
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SW CENTURY OAK DR
SW SU
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SW SATTLER ST
SW PEMBROOK ST
SW INEZ ST
SW AMES LN
SW CHANDLER DR
SW DUCHILLY CT
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SW BULL MOUNTAIN RD
SW
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SW MCFARLAND BLVD
SW
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SW GREEN
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SW MURDOCK LN
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19552
SDR2021-00006
JJS,SRC,JGW
AJM,CKW
2S110DB01500
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3J PROJECT #
LAND USE #
DESIGNED BY
CHECKED BY
TAX LOT(S)
SHEET NUMBER
PROJECT INFORMATION
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1.ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESCP. FAILURE TO IMPLEMENT ANY OF
THE CONTROL MEASURES OR PRACTICES DESCRIBED IN THE ESCP IS A VIOLATION OF
THE PERMIT.
2.THE ESCP MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR
ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, UPGRADE THESE
MEASURES AS NEEDED TO COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL
EROSION AND SEDIMENT CONTROL REGULATIONS.
3.SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED. SUBMITTAL OF THE ESCP
REVISIONS IS ONLY UNDER SPECIFIC CONDITIONS. SUBMIT ALL NECESSARY REVISION TO
DEQ OR AGENT.
4.PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT
EXPOSED INACTIVE AREAS FROM BECOMING A SOURCE OF EROSION.
5.IDENTIFY, MARK, AND PROTECT (BY FENCING OFF OR OTHER MEANS) CRITICAL RIPARIAN
AREAS AND VEGETATION INCLUDING IMPORTANT TREES AND ASSOCIATED ROOTING
ZONES, AND VEGETATION AREAS TO BE PRESERVED. IDENTIFY VEGETATIVE BUFFER
ZONES BETWEEN THE SITE AND SENSITIVE AREAS (E.G., WETLANDS), AND OTHER AREAS
TO BE PRESERVED, ESPECIALLY IN PERIMETER AREAS.
6.PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE-VEGETATE OPEN AREAS.
RE-VEGETATE OPEN AREAS WHEN PRACTICABLE BEFORE AND AFTER GRADING OR
CONSTRUCTION. IDENTIFY THE TYPE OF VEGETATIVE SEED MIX USED.
7.EROSION AND SEDIMENT CONTROL MEASURES INCLUDING PERIMETER SEDIMENT
CONTROL MUST BE IN PLACE BEFORE VEGETATION IS DISTURBED AND MUST REMAIN IN
PLACE AND BE MAINTAINED, REPAIRED, AND PROMPTLY IMPLEMENTED FOLLOWING
PROCEDURES ESTABLISHED FOR THE DURATION OF CONSTRUCTION, INCLUDING
PROTECTION FOR ACTIVE STORM DRAIN INLETS AND CATCH BASINS AND APPROPRIATE
NON-STORMWATER POLLUTION CONTROLS.
8.ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS
BEFORE BEGINNING CONCRETE WORK. DIRECT ALL WASH WATER INTO A PIT OR
LEAK-PROOF CONTAINER. HANDLE WASH WATER AS WASTE, CONCRETE DISCHARGE TO
WATERS OF THE STATE IS PROHIBITED.
9.APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY
ON ALL DISTURBED AREAS AS GRADING PROGRESSES AND FOR ALL ROADWAYS
INCLUDING GRAVEL ROADWAYS.
10.ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON-STORMWATER
CONTROLS.
11.PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING BMPS SUCH
AS: GRAVELED (OR PAVED) EXITS AND PARKING AREAS, GRAVEL ALL UNPAVED ROADS
LOCATED ONSITE, OR USE AN EXIT TIRE WASH. THESE BMPS MUST BE IN PLACE PRIOR TO
LAND-DISTURBING ACTIVITIES.
12.WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER-TIGHT TRUCKS
OR DRAIN LOADS ON SITE.
13.USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM
SPILLS; VEHICLE AND EQUIPMENT FUELING, MAINTENANCE, AND STORAGE; OTHER
CLEANING AND MAINTENANCE ACTIVITIES; AND WASTE HANDLING ACTIVITIES. THESE
POLLUTANTS INCLUDE FUEL, HYDRAULIC FLUID, AND OTHER OILS FROM VEHICLES AND
MACHINERY, AS WELL AS DEBRIS, LEFTOVER PAINTS, SOLVENTS, AND GLUES FROM
CONSTRUCTION OPERATIONS.
14.IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL PREVENTION AND
RESPONSE PROCEDURES, EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER
DISPOSAL PROCEDURES, SPILL KITS IN ALL VEHICLES, REGULAR MAINTENANCE
SCHEDULE FOR VEHICLES AND MACHINERY, MATERIAL DELIVERY AND STORAGE
CONTROLS, TRAINING AND SIGNAGE, AND COVERED STORAGE AREAS FOR WASTE AND
SUPPLIES.
15.USE WATER, SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO
AVOID WIND-BLOWN SOIL.
16.THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST
FOLLOW MANUFACTURER'S RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TO
SURFACE WATERS. EXERCISE CAUTION WHEN USING TIME-RELEASE FERTILIZERS WITHIN
ANY WATERWAY RIPARIAN ZONE.
17.IF A STORMWATER TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO-COAGULATION,
FLOCCULATION, FILTRATION, ETC.) FOR SEDIMENT OR OTHER POLLUTANT REMOVAL IS
EMPLOYED, SUBMIT AN OPERATION AND MAINTENANCE PLAN (INCLUDING SYSTEM
SCHEMATIC, LOCATION OF SYSTEM, LOCATION OF INLET, LOCATION OF DISCHARGE,
DISCHARGE DISPERSION DEVICE DESIGN, AND A SAMPLING PLAN AND FREQUENCY)
BEFORE OPERATING THE TREATMENT SYSTEM. OBTAIN PLAN APPROVAL BEFORE
OPERATING THE TREATMENT SYSTEM. OPERATE AND MAINTAIN THE TREATMENT SYSTEM
ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
18.AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR COVERED, OR
OTHER BMPS MUST BE IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE WATERS
OR CONVEYANCE SYSTEMS LEADING TO SURFACE WATERS.
19.CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF
BARE GROUND DURING WET WEATHER OCTOBER 01 - MAY 31.
20.SEDIMENT FENCE: REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE
ABOVE GROUND FENCE HEIGHT AND BEFORE FENCE REMOVAL.
21.OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT
REACHES TWO INCHES DEPTH ABOVE GROUND HEIGHT. AND BEFORE BMP REMOVAL.
22.CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY
PERCENT. SEDIMENT BASINS AND SEDIMENT TRAPS: REMOVE TRAPPED SEDIMENTS
BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT AND AT COMPLETION
OF PROJECT.
23.WITHIN 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE,
MUST BE REMEDIATED. INVESTIGATE THE CAUSE OF THE SEDIMENT RELEASE AND
IMPLEMENT STEPS TO PREVENT A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24
HOURS. ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE PERFORMED ACCORDING TO
THE OREGON DIVISION OF STATE LANDS REQUIRED TIMEFRAME.
24.THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS
MUST NOT OCCUR. VACUUMING OR DRY SWEEPING AND MATERIAL PICKUP MUST BE
USED TO CLEANUP RELEASED SEDIMENTS.
25.PROVIDE PERMANENT EROSION CONTROL MEASURES ON ALL EXPOSED AREAS. DO NOT
REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL PERMANENT VEGETATION
OR OTHER COVER OF EXPOSED AREAS IS ESTABLISHED. HOWEVER, DO REMOVE ALL
TEMPORARY EROSION CONTROL MEASURES AS EXPOSED AREAS BECOME STABILIZED,
UNLESS DOING SO CONFLICTS WITH LOCAL REQUIREMENTS. PROPERLY DISPOSE OF
CONSTRUCTION MATERIALS AND WASTE, INCLUDING SEDIMENT RETAINED BY
TEMPORARY BMPS.
26.IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAT
SEPTEMBER 1; THE TYPE AND PERCENTAGES OF SEED IN THE MIX MUST BE IDENTIFIED
ON THE PLANS.
27.ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN
UNDISTURBED, PREFERABLY VEGETATED AREA, AND THROUGH A SEDIMENT CONTROL
BMP I.E. (FILTER BAG).
28.ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD, OCTOBER 01
- MAY 31.
29.IF WATER OF THE STATE IS WITHIN THE PROJECT SITE OR WITHIN 50 FEET OF THE
PROJECT BOUNDARY, MAINTAIN THE EXISTING NATURAL BUFFER WITHIN THE 50-FOOT
ZONE FOR THE DURATION OF THE PERMIT COVERAGE, OR MAINTAIN LESS THAN THE
ENTIRE EXISTING NATURAL BUFFER AND PROVIDE ADDITIONAL EROSION AND SEDIMENT
CONTROL BMPS.
VICINITY MAP
SITE MAP
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ATTENTION EXCAVATORS:
OREGON LAW REQUIRES YOU TO FOLLOW RULES
ADOPTED BY THE OREGON UTILITY NOTIFICATION
CENTER. THOSE RULES ARE SET FORTH IN OAR
952-001-0010 THROUGH OAR 952-001-0090. YOU
MAY OBTAIN COPIES OF THESE RULES FROM THE
CENTER BY CALLING 503-232-1987. IF YOU HAVE
ANY QUESTIONS ABOUT THE RULES, YOU MAY
CONTACT THE CENTER. YOU MUST NOTIFY THE
CENTER AT LEAST TWO BUSINESS DAYS, BEFORE
COMMENCING AN EXCAVATION. CALL 503-246-6699.
PROPERTY DESCRIPTION:
TAX LOT 1500 LOCATED IN THE
NORTHWEST 1/4 SOUTHEAST 1/4 OF
SECTION 10, TOWNSHIP 2 SOUTH, RANGE 1
WEST, WILLAMETTE MERIDIAN,
WASHINGTON COUNTY, OREGON
PROJECT LOCATION:
THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200-CN PERMIT. THIS ESCP AND
GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE WITH THE 1200-CN
PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, THE 1200-CN PERMIT
REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN.
BMP MATRIX FOR CONSTRUCTION PHASES
REFER TO DEQ GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OFAVAILABLE BMP'S.
* HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE
INSPECTOR TO DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS.
* ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-C PERMIT REQUIREMENTS.
* INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200-C PERMIT REQUIREMENTS.
*RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST TO
DEQ, AGENT, OR THE LOCAL MUNICIPALITY. DURING INACTIVE PERIODS OF GREATER THAN SEVEN (7)
CONSECUTIVE CALENDAR DAYS, RETAIN THE ESCP AT THE CONSTRUCTION SITE OR AT ANOTHER
LOCATION.
SITE CONDITION
2. PRIOR TO THE SITE BECOMING INACTIVE OR
IN ANTICIPATION OF SITE INACCESSIBILITY.
ONCE TO ENSURE THAT EROSION AND SEDIMENT
CONTROL MEASURES ARE IN WORKING ORDER.
ANY NECESSARY MAINTENANCE AND REPAIR MUST
BE MADE PRIOR TO LEAVING THE SITE.
3.INACTIVE PERIODS GREATER THAN FOURTEEN
(14) CONSECUTIVE CALENDAR DAYS.
ONCE EVERY MONTH.
**SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY.
*
STANDARD EROSION AND SEDIMENT
CONTROL PLAN DRAWING NOTES
SURVEYOR
3J CONSULTING, INC.
9600 SW NIMBUS AVE SUITE 100
BEAVERTON, OR 97008
CONTACT: MERCEDES SERRA
PHONE: (503) 946-9365
EMAIL: mercedes.serra@3j-consulting.com
PLANNING
EXISTING SITE CONDITIONS
THE SUBJECT SITE CONSISTS OF TWO (2) LEGAL LOTS OF RECORD. THE
PROPERTY HAS AN ACTIVE CHURCH ON THE SOUTH LOT AND IS VACANT
ON THE NORTH LOT, CURRENTLY COVERED WITH GRASS AND TREES.
THE SITE SLOPES FROM NORTH EAST TO SOUTH WEST.
DEVELOPED CONDITIONS
TWO NEW MULTIFAMILY BUILDINGS, PARKING LOT, AND ASSOCIATED
UTILITIES. THE EXISTING CHURCH WILL REMAIN, WITH BOTH BUILDINGS
SHARING PARKING LOTS AND ACCESS.
NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED
TIME TABLE
* CLEARING (JUNE 2022)
* MASS GRADING (JUNE - AUGUST 2022)
* UTILITY INSTALLATION (AUGUST - OCTOBER 2022)
* PARKING LOT CONSTRUCTION (OCTOBER 2022 - APRIL 2023)
* FINAL STABILIZATION (APRIL 2023)
TOTAL SITE AREA = 229,826 SF = 5.28 ACRES
TOTAL DISTURBED AREA = 118,159 SF = 2.71 ACRES
SITE SOIL CLASSIFICATION:
ALOHA SILT LOAM
CASCADE SILT LOAM, 3-7% SLOPE
CORNELIUS AND KINTON SILT LOAM, 7-12% SLOPE
CORNELIUS AND KINTON SILT LOAM, 12-20% SLOPE
QUATAMA LOAM, 0-3% SLOPE
WOODBURN SILT LOAM, 7-12% SLOPE
ON-SITE SOILS ARE CATEGORIZED AS HYDRAULIC GROUP C. THESE
SOILS HAVE SLOW INFILTRATION RATES (MODERATELY HIGH RUNOFF
POTENTIAL) WHEN THOROUGHLY WET.
RECEIVING WATER BODIES:
NEAREST WATER BODY: TUALATIN RIVER
NARRATIVE DESCRIPTIONS
11375 & 11390 SW NAEVE ST
TIGARD, OR 97224
LATITUDE = 45°24'35" , LONGITUDE = -122°47'36"
INSPECTION FREQUENCY:
MINIMUM FREQUENCY
1. ACTIVE PERIOD
4.PERIODS DURING WHICH THE SITE IS
INACCESSIBLE DUE TO INCLEMENT WEATHER.
IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY AT
A RELEVANT AND ACCESSIBLE DISCHARGE POINT
OR DOWNSTREAM LOCATION.
WEEKLY WHEN STORMWATER RUNOFF, INCLUDING
RUNOFF FROM SNOW MELT, IS OCCURRING.
AT LEAST ONCE EVERY MONTH, REGARDLESS OF
WHETHER STORMWATER RUNOFF IS OCCURRING.
5.PERIODS DURING WHICH DISCHARGE IS
UNLIKELY DUE TO FROZEN CONDITIONS.
MONTHLY. RESUME MONITORING IMMEDIATELY
UPON MELT, OR WHEN WEATHER CONDITIONS
MAKE DISCHARGES LIKELY.
DEVELOPER
S&F LAND SERVICES
4858 SW SCHOLLS FERRY RD, STE A
PORTLAND, OR 97225
CONTACT: CHRIS SHERBY, PLS
PHONE: (503) 345-0328
EMAIL: chris.sherby@sflands.com
ENGINEERING
PROJECT SITE
SCALE: 1" =
0
100'
100'200'
3J CONSULTING, INC.
9600 SW NIMBUS AVE SUITE 100
BEAVERTON, OR 97008
CONTACT: JIM SCHMITT, PE
PHONE: (503) 946-9365
EMAIL: jim.schmitt@3j-consulting.com
JTSC, LLC
5285 MEADOWS ROAD, SUITE 171
LAKE OSWEGO, OR 97035
CONTACT: JESSE NEMEC
PHONE: (503) 730-8620
EMAIL: jnemec@jtsmithco.com
SW
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PREPARED FOR:
EROSION & SEDIMENT CONTROL PLAN (ESCP) COVER SHEET
PACIFIC RIDGE APARTMENTS
JTSC, LLC
A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON
DEQ's GUIDANCE MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT
CONTROL PLAN. SOME OF THE ABOVE LISTED BMP's WERE NOT CHOSEN BECAUSE THEY WERE
DETERMINED TO NOT EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR
THIS PROJECT BASED ON SPECIFIC SITE CONDITIONS, INCLUDING SOIL CONDITIONS TOPOGRAPHIC
CONSTRAINTS, ACCESSIBILITY TO THE SITE, AND OTHER RELATED CONDITIONS, AS THE PROJECT
PROGRESSES AND THERE IS A NEED TO REVISE THE ESC PLAN, AN ACTION PLAN WILL BE SUBMITTED.
INITIAL
RATIONALE STATEMENT
SIGNIFIES ADDITIONAL BMP'S REQUIRED FOR WORK WITHIN 50' OF WATER OF THE STATE.
CLEARING MASS
GRADING
UTILITY
INSTALLATION
STREET
CONSTRUCTION
FINAL
STABILIZATION
WET WEATHER
(OCT. 1 - MAY 31ST)
EROSION PREVENTION
PRESERVE NATURAL
VEGETATION **X X X X X X
GROUND COVER X X
HYDRAULIC APPLICATIONS
PLASTIC SHEETING X
MATTING
DUST CONTROL X X X X X X
TEMPORARY/PERMANENT
SEEDING X X X X X
BUFFER ZONE **X X X X X X
OTHER:
SEDIMENT CONTROL
SEDIMENT FENCE (PERIMETER)**X X X X X X
SEDIMENT FENCE (INTERIOR)X X X X
STRAW WATTLES
FILTER BERM
INLET PROTECTION **X X X X X X
DEWATERING
SEDIMENT TRAP
NATURAL BUFFER
ENCHROACHMENT
OTHER:
RUN OFF CONTROL
CONSTRUCTION ENTRANCE **X X X X X X
PIPE SLOPE DRAIN
OUTLET PROTECTION
SURFACE ROUGHENING
CHECK DAMS
OTHER:
POLLUTION PREVENTION
PROPER SIGNAGE X X X X X X
HAZ WASTE MGMT X X X X X X
SPILL KIT ON-SITE X X X X X X
CONCRETE WASHOUT AREA X X X X X X
OTHER:
PERMITTEE'S SITE INSPECTOR:
COMPANY/AGENCY:
PHONE:
E-MAIL:
DESCRIPTION OF EXPERIENCE:
Darrell Wyant, 3J Consulting
(503) 946.9365 x255 - WORK
(503) 754.2430 - CELL
darrell.wyant@3j-consulting.com
7+ YEARS EXPERIENCE OVERSEEING EROSION CONTROL. CESCL
CERTIFIED #ECO-3-1172201
CIVIL SHEET LIST
SHEET NUMBER SHEET TITLE
C120 EROSION AND SEDIMENT CONTROL PLAN COVER SHEET
C121 CLEARING AND DEMOLITION ESCP SOUTH
C122 CLEARING AND DEMOLITION ESCP NORTH
C123 GRADING, STREET AND UTILITY CONSTRUCTION ESCP SOUTH
C124 GRADING, STREET AND UTILITY CONSTRUCTION ESCP NORTH
J
ULY 1 1 , 2 0 1 7
JA
MES J . S C H M I T T
92406PE
EXPIRES: 06/30/24
OREGON
E N G I NEERREGISTERED PROFESS
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NOT TO SCALE
DEW
RECORD DRAWING
This drawing has been prepared to
reflect final field conditions. The
basis of this information is derived in
whole or in part from a combination
of:
·Contractor supplied redlines
·Observations by the engineer
·Field measurements
The stamping engineer of record
certifies this drawing is an accurate
portrayal of the final construction,
and the resulting improvements are
in conformance with the standards
of City of Tigard
05/02/2024
DIGITALLY SIGNED
2024.05.02
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NW 1/4 SE 1/4 OF SECTION 10, T.2S., R.1W. W.M.,
WASHINGTON COUNTY, OREGON
Know what's below.
Call before you dig.
SCALE: 1" =
0
20'
20'40'
PRE-CONSTRUCTION, CLEARING, AND DEMOLITION
NOTES
1.ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT
CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN
PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION,
PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES.
2.SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE,
BERMS CONSTRUCTED OUT OF MULCH, CHIPPINGS, OR OTHER
SUITABLE MATERIAL, STRAW WATTLES, OR OTHER APPROVED
MATERIALS.
3.SENSITIVE RESOURCES INCLUDING, BUT NOT LIMITED TO, TREES,
WETLANDS, AND RIPARIAN PROTECTION AREAS SHALL BE CLEARLY
DELINEATED WITH ORANGE CONSTRUCTION FENCING OR CHAIN LINK
FENCING IN A MANNER THAT IS CLEARLY VISIBLE TO ANYONE IN THE
AREA. NO ACTIVITIES ARE PERMITTED TO OCCUR BEYOND THE
CONSTRUCTION BARRIER.
4.CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING
OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE
PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO,
STREET SWEEPING, AND VACUUMING, MAY BE REQUIRED TO INSURE
THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE
PROJECT.
5.RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND
FUNCTIONING PRIOR TO BEGINNING SUBSTANTIAL CONSTRUCTION
ACTIVITIES. RUN-ON AND RUN-OFF CONTROL MEASURES INCLUDE:
SLOPE DRAINS (WITH OUTLET PROTECTION), CHECK DAMS, SURFACE
ROUGHENING, AND BANK STABILIZATION.
GENERAL NOTES
1.THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME "DRY
WEATHER" CONSTRUCTION. "WET WEATHER" CONSTRUCTION
MEASURES NEED TO BE APPLIED BETWEEN OCTOBER 1ST AND MAY
31ST.
2.PRE-DEVELOPED RUN-OFF SHEET FLOWS WESTERLY INTO ON-SITE
DRAINAGE AND SOUTHERNLY ONTO ADJACENT PROPERTIES.
MATCH LINE
SEE SHEET C122
EXISTING BUILDING
PROJECT BOUNDARY
RIGHT-OF-WAY CENTERLINE
EXISTING CONCRETE
EXISTING CURB
EASEMENT LINE
EXISTING FENCE LINE
EXISTING GRAVEL
EXISTING LOT LINE
EXISTING ADJACENT PROPERTY LINE
EXISTING STORM DRAIN
RIGHT-OF-WAY LINE
EXISTING CONIFEROUS TREE
EXISTING DECIDUOUS TREE
EXISTING SIGN
EXISTING STRIPING: WHITE
EXISTING UTILITY POLE
EXISTING STORM INLET
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
LEGEND
PROPOSED LIMITS OF DISTURBANCE
PROPOSED BIO BAG CHECK DAM
PROPOSED SILT FENCING
PROPOSED CONSTRUCTION ENTRANCE
PROPOSED TREE PROTECTING FENCING
PROPOSED INLET PROTECTION
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
C121
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19552
SDR2021-00006
JJS,SRC,JGW
AJM,CKW
2S110DB01500
P:
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3J PROJECT #
LAND USE #
DESIGNED BY
CHECKED BY
TAX LOT(S)
SHEET NUMBER
PROJECT INFORMATION
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J
ULY 1 1 , 2 0 1 7
JA
MES J . S C H M I T T
92406PE
EXPIRES: 06/30/24
OREGON
E N G I NEERREGISTERED PROFESS
I
O
N
A
L
PROPOSED CONCRETE WASHOUT
SURFACE RUN-OFF FLOW ARROW
CONSTRUCTION KEY NOTES
TYPE 3 INLET PROTECTION PER ODOT
STD. DWG. RD1010, SEE SHEET C126.
TYPE 4 INLET PROTECTION PER CWS
STD. DWG. 915, SEE SHEET C126.
1
2
RECORD DRAWING
This drawing has been prepared to
reflect final field conditions. The
basis of this information is derived in
whole or in part from a combination
of:
·Contractor supplied redlines
·Observations by the engineer
·Field measurements
The stamping engineer of record
certifies this drawing is an accurate
portrayal of the final construction,
and the resulting improvements are
in conformance with the standards
of City of Tigard
05/02/2024
DIGITALLY SIGNED
2024.05.02
1
NW 1/4 SE 1/4 OF SECTION 10, T.2S., R.1W. W.M.,
WASHINGTON COUNTY, OREGON
Know what's below.
Call before you dig.
SCALE: 1" =
0
20'
20'40'
PRE-CONSTRUCTION, CLEARING, AND DEMOLITION
NOTES
1.ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT
CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN
PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION,
PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES.
2.SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE,
BERMS CONSTRUCTED OUT OF MULCH, CHIPPINGS, OR OTHER
SUITABLE MATERIAL, STRAW WATTLES, OR OTHER APPROVED
MATERIALS.
3.SENSITIVE RESOURCES INCLUDING, BUT NOT LIMITED TO, TREES,
WETLANDS, AND RIPARIAN PROTECTION AREAS SHALL BE CLEARLY
DELINEATED WITH ORANGE CONSTRUCTION FENCING OR CHAIN LINK
FENCING IN A MANNER THAT IS CLEARLY VISIBLE TO ANYONE IN THE
AREA. NO ACTIVITIES ARE PERMITTED TO OCCUR BEYOND THE
CONSTRUCTION BARRIER.
4.CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING
OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE
PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO,
STREET SWEEPING, AND VACUUMING, MAY BE REQUIRED TO INSURE
THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE
PROJECT.
5.RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND
FUNCTIONING PRIOR TO BEGINNING SUBSTANTIAL CONSTRUCTION
ACTIVITIES. RUN-ON AND RUN-OFF CONTROL MEASURES INCLUDE:
SLOPE DRAINS (WITH OUTLET PROTECTION), CHECK DAMS, SURFACE
ROUGHENING, AND BANK STABILIZATION.
GENERAL NOTES
1.THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME "DRY
WEATHER" CONSTRUCTION. "WET WEATHER" CONSTRUCTION
MEASURES NEED TO BE APPLIED BETWEEN OCTOBER 1ST AND MAY
31ST.
2.PRE-DEVELOPED RUN-OFF SHEET FLOWS WESTERLY INTO ON-SITE
DRAINAGE AND SOUTHERNLY ONTO ADJACENT PROPERTIES.
EXISTING BUILDING
PROJECT BOUNDARY
RIGHT-OF-WAY CENTERLINE
EXISTING CONCRETE
EXISTING CURB
EASEMENT LINE
EXISTING FENCE LINE
EXISTING GRAVEL
EXISTING LOT LINE
EXISTING ADJACENT PROPERTY LINE
EXISTING STORM DRAIN
RIGHT-OF-WAY LINE
EXISTING CONIFEROUS TREE
EXISTING DECIDUOUS TREE
EXISTING SIGN
EXISTING STRIPING: WHITE
EXISTING UTILITY POLE
EXISTING STORM INLET
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
LEGEND
PROPOSED LIMITS OF DISTURBANCE
PROPOSED BIO BAG CHECK DAM
PROPOSED SILT FENCING
PROPOSED CONSTRUCTION ENTRANCE
PROPOSED TREE PROTECTING FENCING
PROPOSED INLET PROTECTION
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
C122
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19552
SDR2021-00006
JJS,SRC,JGW
AJM,CKW
2S110DB01500
P:
\
1
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D
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3J PROJECT #
LAND USE #
DESIGNED BY
CHECKED BY
TAX LOT(S)
SHEET NUMBER
PROJECT INFORMATION
CI
V
I
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I
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9
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J
ULY 1 1 , 2 0 1 7
JA
MES J . S C H M I T T
92406PE
EXPIRES: 06/30/24
OREGON
E N G I NEERREGISTERED PROFESS
I
O
N
A
L
SURFACE RUN-OFF FLOW ARROW
PROPOSED STAGING AREA
PROPOSED MATERIAL STOCKPILE
MATCH LINE
SEE SHEET C121
N
E
W
S
CONSTRUCTION KEY NOTES
TYPE 3 INLET PROTECTION PER ODOT
STD. DWG. RD1010, SEE SHEET C126.
TYPE 4 INLET PROTECTION PER CWS
STD. DWG. 915, SEE SHEET C126.
1
2
RECORD DRAWING
This drawing has been prepared to
reflect final field conditions. The
basis of this information is derived in
whole or in part from a combination
of:
·Contractor supplied redlines
·Observations by the engineer
·Field measurements
The stamping engineer of record
certifies this drawing is an accurate
portrayal of the final construction,
and the resulting improvements are
in conformance with the standards
of City of Tigard
05/02/2024
DIGITALLY SIGNED
2024.05.02
260
256
258
262
264
266
260
256
258
262
246
2
4
8
250
25
2
240
234
236
238
242
244
11375 SW NAEVE ST
1
2
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GRADING, STREET AND UTILITY EROSION AND
SEDIMENT CONSTRUCTION NOTES
1.SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE
COMPOSED OF ONE OF THE FOLLOWING MIXTURES, UNLESS
OTHERWISE AUTHORIZED:
A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES.
SEE RESTORATION PLAN FOR APPROPRIATE SEED MIX.
B. DWARF GRASS MIX (MIN. 100 LB./AC.)
1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT)
2. CREEPING RED FESCUE (20% BY WEIGHT)
C. STANDARD HEIGHT GRASS MIX (MIN. 100LB./AC.)
1. ANNUAL RYEGRASS (40% BY WEIGHT)
2. TURF-TYPE FESCUE (60% BY WEIGHT)
2.SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL
HAVE THE SURFACE ROUGHENED BY MEANS OF TRACK-WALKING OR
THE USE OF OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING
IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY.
3.LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE
ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING
WITH APPROVED MIX AND APPLICATION RATE.
4.TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE:
COVERING EXPOSED SOIL WITH PLASTIC SHEETING, STRAW
MULCHING, WOOD CHIPS, OR OTHER APPROVED MEASURES.
5.STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE
LOCATION AND CONFIGURATION. DURING "WET WEATHER" PERIODS,
STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW
MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER OF
THE STOCKPILE.
6.EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE
USE OF TEMPORARY SEEDING AND MULCHING, EROSION CONTROL
BLANKETS OR MATS, MID-SLOPE SEDIMENT FENCES OR WATTLES, OR
OTHER APPROPRIATE MEASURES. SLOPES EXCEEDING 25% MAY
REQUIRE ADDITIONAL EROSION CONTROL MEASURES.
7.AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST
CONTROL MEASURES INCLUDING THE APPLICATION OF A FINE SPRAY
OF WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER
APPROVED MEASURES.
8.CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING
OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE
PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO,
TIRE WASHES, STREET SWEEPING, AND VACUUMING MAY BE BE
REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR
THE DURATION OF THE PROJECT.
9.ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED
THROUGH THE USE OF APPROVED INLET PROTECTION MEASURES. ALL
INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED
AND MAINTAINED AS NEEDED.
10.SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE
TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF
SEDIMENT AND SEDIMENT-LADEN WATER.
11.AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE
TRUCKS IN A LOCATION THAT DOES NOT PROVIDE RUN-OFF THAT CAN
ENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT
AREA CAN NOT BE CONSTRUCTED GREATER THAN 50' FROM ANY
DISCHARGE POINT, SECONDARY MEASURES SUCH AS BERMS OR
TEMPORARY SETTLING PITS MAY BE REQUIRED. THE WASH-OUT SHALL
BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED
WHEN IT REACHES 50% OF THE CAPACITY.
12.SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE
TRANSFERRED TO THE STORM WATER SYSTEM. SWEEPINGS SHALL BE
PICKED UP AND DISPOSED IN THE TRASH.
13.AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN
RUN-OFF INTO THE STORM WATER SYSTEM.
14.USE BMPS SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO
PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS.
15.COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS
WHEN APPLYING SEAL COAT, TACK COAT, ETC. TO PREVENT
INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM.
NW 1/4 SE 1/4 OF SECTION 10, T.2S., R.1W. W.M.,
WASHINGTON COUNTY, OREGON
SCALE: 1" =
0
20'
20'40'
MATCH LINE
SEE SHEET C124
EXISTING BUILDING
PROJECT BOUNDARY
RIGHT-OF-WAY CENTERLINE
EASEMENT LINE
EXISTING ADJACENT PROPERTY LINE
EXISTING STORM DRAIN
RIGHT-OF-WAY LINE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
LEGEND
PROPOSED LIMITS OF DISTURBANCE
PROPOSED BIO BAG CHECK DAM
PROPOSED SILT FENCING
PROPOSED CONSTRUCTION ENTRANCE
PROPOSED TREE PROTECTING FENCING
PROPOSED INLET PROTECTION
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR108
110
EXISTING STORM INLET
SURFACE RUN-OFF FLOW ARROW
PROPOSED CONCRETE WASHOUT
C123
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19552
SDR2021-00006
JJS,SRC,JGW
AJM,CKW
2S110DB01500
P:
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1
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3J PROJECT #
LAND USE #
DESIGNED BY
CHECKED BY
TAX LOT(S)
SHEET NUMBER
PROJECT INFORMATION
CI
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9
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J
ULY 1 1 , 2 0 1 7
JA
MES J . S C H M I T T
92406PE
EXPIRES: 06/30/24
OREGON
E N G I NEERREGISTERED PROFESS
I
O
N
A
L
PROPOSED SLOPE STABILIZATION
EROSION AND SEDIMENT CONTROL BMP IMPLEMENTATION
1.ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL
CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL
INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES.
2.THE "EQUIPMENT MAINTENANCE, FUELING, PORTA-POTTY, AND SOLID WASTE AREA 1" SHALL BE
MOVED TO "STAGING, EQUIPMENT MAINTENANCE, FUELING, PORTA-POTTY, AND SOLID WASTE
AREA 2" FOLLOWING EXCAVATION "CUT" ACTIVITIES.
3.ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE INSTALLED
IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED GRADE AS SHOWN ON THESE PLANS.
4.LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING" SHALL BE IN PLACE OVER
ALL EXPOSED SOILS BY OCTOBER 1.
5.THE STORM WATER FACILITY SHALL BE CONSTRUCTED PRIOR TO THE STORM WATER SYSTEM
FUNCTIONING AND SITE PAVING.
6.INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING ACTIVITIES.
GENERAL GRADING NOTES
1.THESE EROSION AND SEDIMENT CONTROL
PLANS ASSUME "DRY WEATHER"
CONSTRUCTION. "WET WEATHER"
CONSTRUCTION MEASURES NEED TO BE
APPLIED BETWEEN OCTOBER 1ST AND MAY
31ST.
2.REFER TO "REPORT OF GEOTECHNICAL
ENGINEERING SERVICES" BY GEOTECH
SOLUTIONS, INC. DATED AUGUST 9TH, 2019.
ALL SITE EARTHWORK PREPARATION AND
EXECUTION SHALL CONFORM IN ALL
RESPECTS TO THE RECOMMENDATIONS AND
DESIGN REQUIREMENTS OF THIS DOCUMENT.
3.ALL PROPOSED GRADING SHOWN IS
REFERENCED TO FINISHED GRADE.
N
E
W
S
CONSTRUCTION KEY NOTES
TYPE 3 INLET PROTECTION PER ODOT
STD. DWG. RD1010, SEE SHEET C126.
TYPE 4 INLET PROTECTION PER CWS
STD. DWG. 915, SEE SHEET C126.
1
2
RECORD DRAWING
This drawing has been prepared to
reflect final field conditions. The
basis of this information is derived in
whole or in part from a combination
of:
·Contractor supplied redlines
·Observations by the engineer
·Field measurements
The stamping engineer of record
certifies this drawing is an accurate
portrayal of the final construction,
and the resulting improvements are
in conformance with the standards
of City of Tigard
05/02/2024
DIGITALLY SIGNED
2024.05.02
D
C
D
A
F
D
C
F
D
C
28
0
2
7
6
27
8
28
2
28
4
28
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28
2
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2
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270
2
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266
268
26
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2
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2
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262
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260
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1
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19552
SDR2021-00006
JJS,SRC,JGW
AJM,CKW
2S110DB01500
P:
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3J PROJECT #
LAND USE #
DESIGNED BY
CHECKED BY
TAX LOT(S)
SHEET NUMBER
PROJECT INFORMATION
CI
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8
EROSION AND SEDIMENT CONTROL BMP
IMPLEMENTATION
1.ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT
CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE,
FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO
COMMENCEMENT OF CONSTRUCTION ACTIVITIES.
2.THE "EQUIPMENT MAINTENANCE, FUELING, PORTA-POTTY, AND SOLID WASTE
AREA 1" SHALL BE MOVED TO "STAGING, EQUIPMENT MAINTENANCE, FUELING,
PORTA-POTTY, AND SOLID WASTE AREA 2" FOLLOWING EXCAVATION "CUT"
ACTIVITIES.
3.ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE
INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED GRADE
AS SHOWN ON THESE PLANS.
4.LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING" SHALL
BE IN PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1.
5.THE STORM WATER FACILITY SHALL BE CONSTRUCTED PRIOR TO THE STORM
WATER SYSTEM FUNCTIONING AND SITE PAVING.
6.INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING
ACTIVITIES.
GRADING, STREET AND UTILITY EROSION AND SEDIMENT CONSTRUCTION NOTES
1.SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE FOLLOWING MIXTURES, UNLESS OTHERWISE AUTHORIZED:
A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. SEE RESTORATION PLAN FOR APPROPRIATE SEED MIX.
B. DWARF GRASS MIX (MIN. 100 LB./AC.)
1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT)
2. CREEPING RED FESCUE (20% BY WEIGHT)
C. STANDARD HEIGHT GRASS MIX (MIN. 100LB./AC.)
1. ANNUAL RYEGRASS (40% BY WEIGHT)
2. TURF-TYPE FESCUE (60% BY WEIGHT)
2.SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED BY MEANS OF TRACK-WALKING OR THE USE OF OTHER APPROVED IMPLEMENTS.
SURFACE ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY.
3.LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING WITH APPROVED MIX AND APPLICATION RATE.
4.TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL WITH PLASTIC SHEETING, STRAW MULCHING, WOOD CHIPS, OR OTHER APPROVED MEASURES.
5.STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION. DURING "WET WEATHER" PERIODS, STOCKPILES SHALL BE COVERED WITH PLASTIC
SHEETING OR STRAW MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER OF THE STOCKPILE.
6.EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND MULCHING, EROSION CONTROL BLANKETS OR MATS, MID-SLOPE SEDIMENT
FENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES. SLOPES EXCEEDING 25% MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES.
7.AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION OF A FINE SPRAY OF WATER, PLASTIC SHEETING, STRAW
MULCHING, OR OTHER APPROVED MEASURES.
GENERAL GRADING NOTES
1.THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME "DRY WEATHER"
CONSTRUCTION. "WET WEATHER" CONSTRUCTION MEASURES NEED TO BE
APPLIED BETWEEN OCTOBER 1ST AND MAY 31ST.
2.REFER TO "REPORT OF GEOTECHNICAL ENGINEERING SERVICES" BY
GEOTECH SOLUTIONS, INC. DATED AUGUST 9TH, 2019. ALL SITE EARTHWORK
PREPARATION AND EXECUTION SHALL CONFORM IN ALL RESPECTS TO THE
RECOMMENDATIONS AND DESIGN REQUIREMENTS OF THIS DOCUMENT.
3.ALL PROPOSED GRADING SHOWN IS REFERENCED TO FINISHED GRADE.
8.CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING,
BUT NOT LIMITED TO, TIRE WASHES, STREET SWEEPING, AND VACUUMING MAY BE BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE
PROJECT.
9.ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF APPROVED INLET PROTECTION MEASURES. ALL INLET PROTECTION MEASURES ARE TO BE
REGULARLY INSPECTED AND MAINTAINED AS NEEDED.
10.SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN WATER.
11.AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT DOES NOT PROVIDE RUN-OFF THAT CAN ENTER THE STORM WATER SYSTEM. IF THE
CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 50' FROM ANY DISCHARGE POINT, SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTLING PITS
MAY BE REQUIRED. THE WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50% OF THE CAPACITY.
12.SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORM WATER SYSTEM. SWEEPINGS SHALL BE PICKED UP AND DISPOSED IN THE TRASH.
13.AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM WATER SYSTEM.
14.USE BMPS SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS.
15.COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT, TACK COAT, ETC. TO PREVENT INTRODUCING THESE MATERIALS TO THE STORM
WATER SYSTEM.
NW 1/4 SE 1/4 OF SECTION 10, T.2S., R.1W. W.M.,
WASHINGTON COUNTY, OREGON
SCALE: 1" =
0
20'
20'40'
EXISTING BUILDING
PROJECT BOUNDARY
RIGHT-OF-WAY CENTERLINE
EASEMENT LINE
EXISTING ADJACENT PROPERTY LINE
EXISTING STORM DRAIN
RIGHT-OF-WAY LINE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
LEGEND
PROPOSED LIMITS OF DISTURBANCE
PROPOSED BIO BAG CHECK DAM
PROPOSED SILT FENCING
PROPOSED CONSTRUCTION ENTRANCE
PROPOSED TREE PROTECTING FENCING
PROPOSED INLET PROTECTION
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR108
110
EXISTING STORM INLET
SURFACE RUN-OFF FLOW ARROW
PROPOSED STAGING AREA
PROPOSED MATERIAL STOCKPILE
PROPOSED CONCRETE WASHOUT
PROPOSED SLOPE STABILIZATION
J
ULY 1 1 , 2 0 1 7
JA
MES J . S C H M I T T
92406PE
EXPIRES: 06/30/24
OREGON
E N G I NEERREGISTERED PROFESS
I
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A
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MATCH LINE
SEE SHEET C123
N
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W
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CONSTRUCTION KEY NOTES
TYPE 3 INLET PROTECTION PER ODOT
STD. DWG. RD1010, SEE SHEET C126.
TYPE 4 INLET PROTECTION PER CWS
STD. DWG. 915, SEE SHEET C126.
1
2
RECORD DRAWING
This drawing has been prepared to
reflect final field conditions. The
basis of this information is derived in
whole or in part from a combination
of:
·Contractor supplied redlines
·Observations by the engineer
·Field measurements
The stamping engineer of record
certifies this drawing is an accurate
portrayal of the final construction,
and the resulting improvements are
in conformance with the standards
of City of Tigard
05/02/2024
DIGITALLY SIGNED
2024.05.02
C125
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19552
SDR2021-00006
JJS,SRC,JGW
AJM,CKW
2S110DB01500
P:
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3J PROJECT #
LAND USE #
DESIGNED BY
CHECKED BY
TAX LOT(S)
SHEET NUMBER
PROJECT INFORMATION
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PROTECTIVE
FENCING
TREE
TREE
Protective fencing at
edge of critical root
zone. No fencing
required over hard
surfaces
Critical root zone- see
notes below to
determine size
SidewalkStreet
4' Min.
6' Metal 'T' fence
stakes, typ.
Zone of protection
6' Max.
between stakes
Wood, chain link
or orange poly
construction
fencingFENCING DETAIL
Notes:
1) The critical root zone (CRZ) shall be an area with a radius at least 5'
from the edge of the tree dripline. 2) The CRZ shall be marked and
protected by a construction fence placed around the perimeter prior to
construction. 3) No soil grade changes or compaction shall take place
within the CRZ except as directed. 4) No storage of material shall be
allowed within the CRZ. 5) If work is done within the CRZ, care must be
taken to minimize root disturbance. Special care shall be taken during
excavation and removal of existing curb, gutter, and sidewalks to avoid
damage to tree roots. Locate existing tree roots using hand tools or
other approved methods such as an airspade. 6) Protective fencing is
required when the work area is within the CRZ of trees, except where
portions of the CRZ are covered with pavement such as streets or walks.
7) No root over 2" shall be cut without approval of the urban forester (or
an approved arborist). Roots shall be cut with approved saws. No roots
over 2" shall be cut or torn during trenching with power equipment such
as backhoes and trenchers. Utility lines and irrigation or other pipes
shall be installed by hand digging or tunneling under roots, as necessary,
to avoid cutting roots 2" and larger.
TYPICAL TREE PROTECTION
(NO PAVED SURFACES)
TYPICAL STREET TREE
PROTECTION DETAIL
Planting
strip
TREE PROTECTION FENCING
N.T.S.
1
C123
J
ULY 1 1 , 2 0 1 7
JA
MES J . S C H M I T T
92406PE
EXPIRES: 06/30/24
OREGON
E N G I NEERREGISTERED PROFESS
I
O
N
A
L
RECORD DRAWING
This drawing has been prepared to
reflect final field conditions. The
basis of this information is derived in
whole or in part from a combination
of:
·Contractor supplied redlines
·Observations by the engineer
·Field measurements
The stamping engineer of record
certifies this drawing is an accurate
portrayal of the final construction,
and the resulting improvements are
in conformance with the standards
of City of Tigard
05/02/2024
DIGITALLY SIGNED
2024.05.02
C126
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19552
SDR2021-00006
JJS,SRC,JGW
AJM,CKW
2S110DB01500
P:
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3J PROJECT #
LAND USE #
DESIGNED BY
CHECKED BY
TAX LOT(S)
SHEET NUMBER
PROJECT INFORMATION
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9
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8
J
ULY 1 1 , 2 0 1 7
JA
MES J . S C H M I T T
92406PE
EXPIRES: 06/30/24
OREGON
E N G I NEERREGISTERED PROFESS
I
O
N
A
L
RECORD DRAWING
This drawing has been prepared to
reflect final field conditions. The
basis of this information is derived in
whole or in part from a combination
of:
·Contractor supplied redlines
·Observations by the engineer
·Field measurements
The stamping engineer of record
certifies this drawing is an accurate
portrayal of the final construction,
and the resulting improvements are
in conformance with the standards
of City of Tigard
05/02/2024
DIGITALLY SIGNED
2024.05.02
27.0'
EXISTING
HALF ROW
40.0'
EXISTING
HALF ROW
20.0' FRONT
SETBACK
10.0' SIDE
SETBACK
10.0' SIDE
SETBACK
20.0' REAR
SETBACK
PROPOSED LOT
LINE LOCATION
EXISTING LOT LINE
TO BE RELOCATED
24.0' PROPOSED ACCESS
AND UTILITY EASEMENT
20.0' PROPOSED SHARED
ACCESS EASEMENT
20.0' REAR
SETBACK
20.0' STREET
SIDE SETBACK
20.0' FRONT
SETBACK
PROPOSED LOT AREA
127,925.3 SQ FT
2.94 ACRES
PROPOSED LOT AREA
101,900.2 SQ FT
2.34 ACRES
15.0' PROPOSED ALTERNATE
SEWER EASEMENT
C200
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19552
SDR2021-00006
JJS,SRC,JGW
AJM,CKW
2S110DB01500
P:
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3J PROJECT #
LAND USE #
DESIGNED BY
CHECKED BY
TAX LOT(S)
SHEET NUMBER
PROJECT INFORMATION
EXISTING BUILDING
PROJECT BOUNDARY
RIGHT-OF-WAY CENTERLINE
EASEMENT LINE
EXISTING LOT LINE
EXISTING ADJACENT PROPERTY LINE
RIGHT-OF-WAY LINE
LEGEND
PROPOSED LOT LINE
SUBDIVISION STATISTICS
MINIMUM ALLOWABLE LOT SIZE 1,480 SF
MINIMUM LOT WIDTH 50 FEET
MINIMUM SETBACKS:
FRONT 20 FEET
SIDE 10 FEET
REAR 20 FEET
STREET SIDE 20 FEET
MAX. BUILDING HEIGHT 45 FEET
SITE STATISTICS
SITE ADDRESS 11321 SW NAEVE ST
TIGARD, OR 97224
TAXLOT 2S110DB 1400, 1500
JURISDICTION CITY OF TIGARD
PROPERTY ZONING R-25
FLOOD HAZARD MAP NUMBER 41067C0541E
ZONE X
J
ULY 1 1 , 2 0 1 7
JA
MES J . S C H M I T T
92406PE
EXPIRES: 06/30/24
OREGON
E N G I NEERREGISTERED PROFESS
I
O
N
A
L
RECORD DRAWING
This drawing has been prepared to
reflect final field conditions. The
basis of this information is derived in
whole or in part from a combination
of:
·Contractor supplied redlines
·Observations by the engineer
·Field measurements
The stamping engineer of record
certifies this drawing is an accurate
portrayal of the final construction,
and the resulting improvements are
in conformance with the standards
of City of Tigard
05/02/2024
DIGITALLY SIGNED
2024.05.02
D
C
D
A
F
D
C
F
D
C
10
10
15
10
15
10
10 15
9 (TYP.)
9 9(TYP.)(TYP.)
10 15
2
2
2
6
11
11
11
5
5
5
12
9 (TYP.)
9 (TYP.)
9 (TYP.)
3
3
4
4
1 (TYP.)
1 (TYP.)
1 (TYP.)
1 (TYP.)
17
2
1510
5
15
15
11
2
2
5
5
5
5
7
7
7
7
7
5
5
13
14
14
15
1
1
1
4
4
4
4
4
7
3
10
10
19
19
3
3
1
18
18
19
4
4
11
3
9
0
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20
21
5
5
5
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C210
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19552
SDR2021-00006
JJS,SRC,JGW
AJM,CKW
2S110DB01500
P:
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3J PROJECT #
LAND USE #
DESIGNED BY
CHECKED BY
TAX LOT(S)
SHEET NUMBER
PROJECT INFORMATION
CI
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N
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NW 1/4 SE 1/4 OF SECTION 10, T.2S., R.1W. W.M.,
WASHINGTON COUNTY, OREGON
Know what's below.
Call before you dig.
SCALE: 1" =
0
20'
20'40'
EXISTING BUILDING
PROJECT BOUNDARY
RIGHT-OF-WAY CENTERLINE
EASEMENT LINE
EXISTING LOT LINE
EXISTING ADJACENT PROPERTY LINE
RIGHT-OF-WAY LINE
LEGEND
PROPOSED CONCRETE
PROPOSED BUILDING LINE
PROPOSED RETAINING WALL
PROPOSED BUILDING OVERHANG
PROPOSED FENCE
EXISTING FENCE
PROPOSED CURB
J
ULY 1 1 , 2 0 1 7
JA
MES J . S C H M I T T
92406PE
EXPIRES: 06/30/24
OREGON
E N G I NEERREGISTERED PROFESS
I
O
N
A
L
MATCH LINE
SEE SHEET C211
SIGNING & STRIPING KEY NOTES
STANDARD PARKING SPACE STRIPING. SEE DETAIL 11
ON SHEET C411.
CROSSWALK STRIPING. SEE DETAIL SCC ON SHEET
C411.
DISABLED PARKING SPACE SIGNING & STRIPING. SEE
DETAIL 9 ON SHEET C411.
FIRE LANE PAINTED CURB. SEE DETAIL RC ON SHEET
C411.
1
2
3
4
CONSTRUCTION KEY NOTES
CONSTRUCT ASPHALT PAVING PER SECTION A, DETAIL 14
SHEET C412. SEE SHEETS C230 FOR GRADING
INFORMATION. SEE SHEET C220 FOR DIMENSIONAL
REQUIREMENTS.
CONSTRUCT SIDEWALK PER DETAIL 6 ON SHEET C410.
SEE SHEETS C230 AND C235 FOR ELEVATION DATA.
CONSTRUCT VEHICULAR CONCRETE PAD PER SECTION B,
DETAIL 11, SHEET C412. SEE SHEETS C230 AND C235 FOR
GRADING INFORMATION. SEE SHEET C220 FOR
DIMENSIONAL REQUIREMENTS.
CONSTRUCT MINOR RETAINING WALL. SEE SHEETS C230
AND C235 FOR ELEVATION DATA. SEE STRUCTURAL
PLANS FOR WALL DETAILS.
CONSTRUCT VERTICAL CURB PER DETAIL 1 ON SHEET
C410. SEE SHEETS C230 AND C235 FOR ELEVATION DATA
AND EXPOSURE.
CONSTRUCT STAIRCASE AT LOCATION SHOWN. SEE
DETAIL 13 ON SHEET C412. SEE SHEETS C230 AND C235
FOR GRADING INFORMATION.
INSTALL 2' WIDE ADA COMPLIANT WET SET TRUNCATED
DOME TILE (COLONIAL RED OR APPROVED EQUAL) AT
LOCATION INDICATED. SEE SHEET C220 FOR
DIMENSIONAL REQUIREMENTS OF LENGTH.
INSTALL WHEEL STOP AT LOCATION SHOWN. SEE DETAIL
7 ON SHEET C410.
INSTALL 4' WOOD FENCE OR CITY APPROVED EQUAL AT
LOCATION SHOWN. PROVIDE SUBMITTAL TO OWNER
PRIOR TO INSTALLATION.
PROPOSED ADA COMPLIANT HANDRAIL. PROVIDE
SUBMITTAL TO OWNER FOR APPROVAL PRIOR TO
INSTALLATION.
PROPOSED U-SHAPED BIKE RACKS FOR X BIKES.
PROVIDE SUBMITTAL TO OWNER FOR APPROVAL PRIOR
TO INSTALLATION.
PROPOSED MAILBOXES PER USPS.
CONSTRUCT THICKENED EDGE TRANSITION. SEE DETAIL
5 ON SHEET C410.
PROPOSED RETAINING WALL. SEE SHEETS C230 AND
C235 FOR ELEVATION DATA. SEE STRUCTURAL PLANS
FOR WALL DETAILS.
PROPOSED TRASH ENCLOSURE, 10' X 20' INTERIOR. SEE
ARCHITECT PLANS FOR MORE INFORMATION.
PROPOSED BUILDING, SEE ARCHITECTURAL PLANS FOR
MORE DETAILS.
PROPOSED WALL MOUNTED BIKE RACKS, SEE
ARCHITECTURAL PLANS FOR MORE DETAILS.
PROPOSED 6' SCREENING FENCE, SEE LANDSCAPE
PLANS FOR MORE DETAILS.
CONSTRUCT FIRE ACCESS GATE AT LOCATION SHOWN.
SEE DETAIL 16 ON SHEET C412.
1
2
3
4
5
6
7
9
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11
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17
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D
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T
A
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S
EXISTING TRAFFIC LOOP
RECORD DRAWING
This drawing has been prepared to
reflect final field conditions. The
basis of this information is derived in
whole or in part from a combination
of:
·Contractor supplied redlines
·Observations by the engineer
·Field measurements
The stamping engineer of record
certifies this drawing is an accurate
portrayal of the final construction,
and the resulting improvements are
in conformance with the standards
of City of Tigard
05/02/2024
DIGITALLY SIGNED
2024.05.02
9 9(TYP.)(TYP.)
999(TYP.)
9 (TYP.)9 (TYP.)
5 16
17
(TYP.)(TYP.)
1 (TYP.)
1 (TYP.)
2
2
6
11
1 (TYP.)
5 16
511
15
15
2
5
5
14 14
8 3
7
7
15
15
2
EXISTING AC TO REMAIN
EXISTING AC TO REMAIN
1
88
3 3 3
5 5
5
1
3 1
1
10
1
1
10
1818
19 1919
4
15
15
10
11375 SW NAEVE ST
SEE SHEET C231
FOR FRONTAGE
DRIVEWAY DETAILS
15
C211
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19552
SDR2021-00006
JJS,SRC,JGW
AJM,CKW
2S110DB01500
P:
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3J PROJECT #
LAND USE #
DESIGNED BY
CHECKED BY
TAX LOT(S)
SHEET NUMBER
PROJECT INFORMATION
CI
V
I
L
E
N
G
I
N
E
E
R
I
N
G
WA
T
E
R
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S
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C
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96
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0
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9
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S
NW 1/4 SE 1/4 OF SECTION 10, T.2S., R.1W. W.M.,
WASHINGTON COUNTY, OREGON
SCALE: 1" =
0
20'
20'40'
EXISTING BUILDING
PROJECT BOUNDARY
RIGHT-OF-WAY CENTERLINE
EASEMENT LINE
EXISTING LOT LINE
EXISTING ADJACENT PROPERTY LINE
RIGHT-OF-WAY LINE
LEGEND
PROPOSED CURB
PROPOSED CONCRETE
PROPOSED BUILDING LINE
PROPOSED RETAINING WALL
PROPOSED BUILDING OVERHANG
PROPOSED FENCE
EXISTING FENCE
Know what's below.
Call before you dig.
PROPOSED SAWCUT
PROPOSED CONCRETE VALLEY GUTTER
J
ULY 1 1 , 2 0 1 7
JA
MES J . S C H M I T T
92406PE
EXPIRES: 06/30/24
OREGON
E N G I NEERREGISTERED PROFESS
I
O
N
A
L
SIGNING & STRIPING KEY NOTES
STANDARD PARKING SPACE STRIPING. SEE DETAIL 11 ON SHEET C411.
CROSSWALK STRIPING. SEE DETAIL SCC ON SHEET C411.
DISABLED PARKING SPACE SIGNING & STRIPING. SEE DETAIL 9 ON
SHEET C411.
FIRE LANE PAINTED CURB. SEE DETAIL RC ON SHEET C411.
1
2
3
4
CONSTRUCTION KEY NOTES
CONSTRUCT ASPHALT PAVING PER SECTION A, DETAIL 14 SHEET C412.
SEE SHEETS C230 FOR GRADING INFORMATION. SEE SHEET C220 FOR
DIMENSIONAL REQUIREMENTS.
CONSTRUCT SIDEWALK PER DETAIL 6 ON SHEET C410. SEE SHEETS C230
AND C235 FOR ELEVATION DATA.
CONSTRUCT VEHICULAR CONCRETE PAD PER SECTION B, DETAIL 11,
SHEET C412. SEE SHEETS C230 AND C235 FOR GRADING INFORMATION.
SEE SHEET C220 FOR DIMENSIONAL REQUIREMENTS.
CONSTRUCT VERTICAL CURB PER DETAIL 1 ON SHEET C410. SEE SHEETS
C230 AND C235 FOR ELEVATION DATA AND EXPOSURE.
CONSTRUCT STAIRCASE AT LOCATION SHOWN. SEE DETAIL 13 ON SHEET
C412. SEE SHEETS C230 AND C235 FOR GRADING INFORMATION.
INSTALL 2' WIDE ADA COMPLIANT WET SET TRUNCATED DOME TILE
(COLONIAL RED OR APPROVED EQUAL) AT LOCATION INDICATED. SEE
SHEET C220 FOR DIMENSIONAL REQUIREMENTS OF LENGTH.
CONSTRUCT VALLEY GUTTER AT LOCATION SHOWN. SEE CROSS SECTION
ON DETAIL 2 ON SHEET C410. SEE SHEET C230 FOR ELEVATION
INFORMATION AND SHEET C220 FOR HORIZONTAL INFORMATION.
INSTALL WHEEL STOP AT LOCATION SHOWN. SEE DETAIL 7 ON SHEET
C410.
INSTALL 4' WOOD FENCE OR CITY APPROVED EQUAL AT LOCATION
SHOWN. PROVIDE SUBMITTAL TO OWNER PRIOR TO INSTALLATION.
PROPOSED ADA COMPLIANT HANDRAIL. PROVIDE SUBMITTAL TO OWNER
FOR APPROVAL PRIOR TO INSTALLATION.
CONSTRUCT THICKENED EDGE TRANSITION. SEE DETAIL 5 ON SHEET C410.
PROPOSED RETAINING WALL. SEE SHEETS C230 AND C235 FOR ELEVATION
DATA. SEE STRUCTURAL PLANS FOR WALL DETAILS.
MATCH TO EXISTING CURB AT LOCATION SHOWN.
PROPOSED TRASH ENCLOSURE, 10' X 20' INTERIOR. SEE ARCHITECT
PLANS FOR MORE INFORMATION.
PROPOSED BUILDING, SEE ARCHITECTURAL PLANS FOR MORE DETAILS.
PROPOSED WALL MOUNTED BIKE RACKS, SEE ARCHITECTURAL PLANS
FOR MORE DETAILS.
1
2
3
5
6
7
8
9
10
11
14
15
16
17
18
19
MATCH LINE
SEE SHEET C210
S
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F
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S
EXISTING TRAFFIC LOOP
RECORD DRAWING
This drawing has been prepared to
reflect final field conditions. The
basis of this information is derived in
whole or in part from a combination
of:
·Contractor supplied redlines
·Observations by the engineer
·Field measurements
The stamping engineer of record
certifies this drawing is an accurate
portrayal of the final construction,
and the resulting improvements are
in conformance with the standards
of City of Tigard
05/02/2024
DIGITALLY SIGNED
2024.05.02
68.0'
13
.
5
'
13
.
5
'
68.0'
13
.
5
'
L3.9'
R2.5'
4.8'
L1.5'
R2.0'
L3.5'
R3.0'
3
4
.
6
'
L16.5'
R25.0'
3.
9
'
13
.
5
'
L31.6'
R48.0'
13.5'L3.9'
R2.5'
45.3'
L31.3'
R25.0'
L25.4'
R48.0'
331.2'
L30.2'
R28.0'
15
.
8
'
76.5'
13
.
5
'
13
.
5
'
85.0'
1
4
.
3
'
14
.
0
'
24.9'
9
.
8
'
14
.
4
'
1.7'
63.8'
L2.1'
R5.0'
8
.
4
'
L8.3'
R10.0'
L3.9'
R2.5'L4.5'
R2.5'
12.9'
8
5
.
0
'
12.2'L5.1'
R2.5'
L33.2'
R30.0'
27.3'
L3.6'
R2.5'
13.9'
5
1
.
0
'
13.5'
L3.9'
R2.5'
L13.4'
R10.0'
13
.
5
'
L3.9'
R2.5'
L3.9'
R2.5'
L3.1'
R2.0'L2.9'
R2.0'
L3.9'
R2.5'L3.9'
R2.5'
L3.9'
R2.5'
L3.9'
R2.5'
L3.9'
R2.5'
L6.8'
R10.0'
6.0'
24.2'
23.0'
16
.
0
'
5.6'
7.9'
5.0'
16.0'
4.0'
21.3'
11.2'
26.5'
71.0'
6.0'
35.0'
12.0'
4.0'
8.
5
'
24.0'
51.7'
13.3'
48.9'
L25.3'
R51.5'
24.3'
163.0'
12.9'
4.4'
15.6'
46.9'
58.0'
12.5'
21.3'
5.0'
16.0'
5.0'
16.0'
24.0'
16.0'
17.0' BUILDING
TO ROW LINE
50.5' BLDG TO
PROPERTY
CORNER
24.0'
20.0'
25.1' BLDG TO
ROW LINE
31.9' BLDG
TO ROW LINE
120.8' BLDG
TO ROW LINE
106.6' BLDG TO
ROW LINE
6.0'
6.0'
45.8'
34
.
5
'
105.9'
41.7'
40.1'
34.1'25.9'
16.0'
26.0'
23
.
1
'
29.4'
35.7'
67.4'
5.0'
15.7'
5.5'
5.0'
16.0'
4.0'
9.5'
6.5'
8.0'
16.0'
58.0'
16.0'
20.4'58.0'58.0'20.4'
18.5'16.0'
8.8'
26.0'
14.0'
10.6'
5.0'
20.0'
20.0'
35.5' BLDG
TO ROW LINE
16.0'
16.0'
16.0'
5.0'
5.0'
5.0'
7.8'
5.0'
8.5'
8.5'
8.5'
8.5'
8.5'
34.2'
101.7'
5.0'
18.5'
5.0'
5.0'
10.9'
5.0'
16.8'
5.0'
5.0'
5.0'
1.0'
1.0'
0.8'
40.0'
35.0'
10.9'
30.6'
35.4'
5.0'
49.9'5.0'5.0'
5.0'3.0'
5.0'5.0'
5.0'3.0'
57.8'
16.0'
8.5'
14.0'
7.0'
8.5'
8.5'8.8'
8.5'8.5'
8.5'
8.5'
5.0'
5.0'
5.0'
5.0'
5.0'
5.0'
5.0'
5.0'
32.9'
20.1'29.6'
3.6'
5.0'
7.7'
9.9'
6.1'5.0'
12.3'
L72.5'
R50.0'
29.8'
5.0'
20.0'
5.2'
24.0'
5.3'
5.6'
18.0'
61.8'28.8'
11
3
9
0
S
W
N
A
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V
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T
11375 SW NAEVE ST
24.0'
76.5'17.3'
C220
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19552
SDR2021-00006
JJS,SRC,JGW
AJM,CKW
2S110DB01500
P:
\
1
9
5
5
2
-
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A
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P
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A
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D
W
G
3J PROJECT #
LAND USE #
DESIGNED BY
CHECKED BY
TAX LOT(S)
SHEET NUMBER
PROJECT INFORMATION
CI
V
I
L
E
N
G
I
N
E
E
R
I
N
G
WA
T
E
R
R
E
S
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S
CO
M
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I
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P
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A
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96
0
0
S
W
N
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B
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.
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S
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1
0
0
;
B
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,
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9
7
0
0
8
N
E
W
S
NW 1/4 SE 1/4 OF SECTION 10, T.2S., R.1W. W.M.,
WASHINGTON COUNTY, OREGON
Know what's below.
Call before you dig.
SCALE: 1" =
0
20'
20'40'
J
ULY 1 1 , 2 0 1 7
JA
MES J . S C H M I T T
92406PE
EXPIRES: 06/30/24
OREGON
E N G I NEERREGISTERED PROFESS
I
O
N
A
L
RECORD DRAWING
This drawing has been prepared to
reflect final field conditions. The
basis of this information is derived in
whole or in part from a combination
of:
·Contractor supplied redlines
·Observations by the engineer
·Field measurements
The stamping engineer of record
certifies this drawing is an accurate
portrayal of the final construction,
and the resulting improvements are
in conformance with the standards
of City of Tigard
05/02/2024
DIGITALLY SIGNED
2024.05.02
D
C
D
A
F
D
C
F
D
C
FF:250.67
FF:250.67 FF:250.67
FF:250.67 FF:253.60
FF:253.60 FF:253.60
FF:253.60
FF:263.75
FF:263.75FF:263.75
FF:263.75FF:263.75
FF:263.75FF:263.75
FF:263.75
FF:263.75
FF:263.75
FF:263.75
FF:263.75
C:263.69 C:263.69 C:263.69 C:263.69 C:263.69 C:263.69
C:263.69
FF:248.90
FF:248.90
FF:248.90
FF:248.90
C:263.22
C:263.50C:263.50C:263.50C:263.50C:263.50C:263.50
C:263.69
C:253.53C:253.53
C:253.50
TC:253.43TC:253.23
C:253.31
C:253.94
C:254.01
C:254.09C:254.01
TC:253.86
TC:253.94
TC:253.98
TC:254.61
C:250.56
C:250.56
C:250.53
TC:250.45
TC:250.26
C:250.33
TC:251.78
C:251.86
TC:252.03
C:252.11
TC:251.93
TC:252.12
TC:251.97 TC:252.00
TC:249.47
C:249.55
TC:248.97
C:249.05
TC:248.76
TC:248.63TC:248.59
TC:248.62
TC:248.73
FG:249.35 FG:250.56 FG:251.73 FG:252.94
FG:252.94
FG:252.94
C:248.76
C:248.69
C:248.68C:248.68
C:248.76
C:248.76
TC:248.59
TC:247.91
TC:247.42
TC:246.80
C:246.95
C:247.00C:246.92
C:246.88
C:246.48
C:246.55
C:246.63
C:246.55
BW:248.13
BW:248.00
FG:247.90
BW:247.93
FG:248.23
C:245.17
C:245.09
C:246.50
C:246.43
C:246.36
C:246.43
C:246.38
TC:246.45
TC:246.37
TC:245.46
BW:256.00
BW:257.00
BW:257.20
TW:262.15
TW:262.01
TW:258.52
TW:254.25
C:257.39
C:255.07
C:254.99
C:253.24
C:252.63
C:252.71
TC:263.84
TC:263.90TC:264.10
TC:261.64
TC:262.56
TC:262.15
TC:261.96
TC:263.12
TC:263.27
TC:263.47
TC:263.55
TC:263.21
C:263.34
C:263.30
TC:263.23
TC:262.98
TC:263.00
TC:263.38
C:263.27
C:263.19
FC:262.97
FC:263.04
TC:261.41
TC:260.85
TC:256.77
TC:258.44
TC:256.94
TC:255.26
C:262.64
C:262.90
C:262.97
C:262.97
C:263.24
C:262.97
C:263.05
C:262.97
C:263.05
C:263.24
C:263.16
C:263.09
C:263.09
C:263.16
C:263.27
C:263.19
C:263.12
C:263.12
C:
2
6
3
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3
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F
F
:
2
7
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F
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2
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F
F
:
2
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F
:
2
7
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F
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2
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3
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5
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F
:
2
7
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5
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F
:
2
7
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2
7
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5
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F
:
2
6
3
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3
5
F
F
:
2
6
3
.
3
5
FF:263.35
FF:263.35
FF:263.35
FF:263.35
FF:263.35
C:263.19
C:263.24
TC:274.17
TC:274.16
TC:274.03
TC:274.01
TC:274.01
TC:274.04
TC:274.17
TC:274.17
TC:274.03
TC:274.01
TC:274.01
TC:274.03
TC:274.17
TC:274.17
TC:274.01
TC:273.80
FC:273.52
FC:273.52
FC:273.55
TC:274.07
TC:258.23
TC:259.18
TC:263.89 TC:264.69
TC:264.27
TC:257.69
TC:253.99
TC:253.71
TC:251.94
TC:265.10
TC:266.24
TC:265.84
TC:265.84
TC:266.66
TC:271.25
TC:273.37
TC:272.78
TC:270.31
TC:265.12
TC:264.57
FC:272.89
FC:272.92
FC:272.95
C:273.50
C:273.32
FC:273.16
C:273.25
C:273.25
C:273.25
C:273.25
F
C
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2
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2
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2
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3
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2
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C:
2
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2
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2
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0
1
C:
2
7
4
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0
6
C:273.44
C:273.44
BW:273.67
TW:274.22
BW:275.07
TW:285.25
TW:276.80
TW:278.50
TW:276.50
BW:280.60
TW:281.00
BW:274.04
TW:274.35
BW:272.25
TW:276.36
BW:266.07
TW:267.84
BW:266.49
TW:274.39
BW:265.03
TW:265.77
BW:277.00
C:273.44
C:263.92
TC:263.85
C:
2
6
3
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3
3
TC:263.25
TC:263.12
C:
2
6
3
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2
9
C:
2
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3
5
C:
2
6
3
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3
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C:
2
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2
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TC:263.21
TC
:
2
6
3
.
4
6
C:
2
6
3
.
5
4
TC:264.10
TC:264.19 TC:264.29
TC:264.33
TC:264.20
TC:264.17
TC:264.00
TC:263.69
TC:263.79
C:253.91C:253.84
TC
:
2
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8
9
TC
:
2
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9
3
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:
2
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:
2
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5
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C:263.21
C:263.60
C:263.16C:263.01
C:262.96
C:263.06 C:263.19
C:263.27
C:263.22
C:263.27
C:263.24
C:263.19
C:263.24
TC:263.60
TC:263.70
C:257.47
C:259.72
BW:257.39
TW:257.50
BW:255.14
TW:256.65
BW:255.07
TW:256.51
BW:253.32
TW:255.85
BW:253.39
TW:254.35
BW:253.32
TW:253.75
2:1
2:1
2:
1
2:1
2:1
2:1
2:1
2:
1
2:1
2:1
BW:264.91
TW:264.89
BW:264.20
TW:267.19
C:267.16
C:267.20
BW:269.37
TW:269.54
R:
2
6
2
.
1
5
C:264.77
C:
2
6
4
.
8
4
C:
2
6
4
.
9
1
C:264.82
C:269.47
C:
2
6
9
.
5
4
C:
2
6
9
.
4
7
C:271.83
C:271.79
C:
2
7
1
.
8
3
C:271.81
C:273.44
C:273.44
C:273.44
C:273.50
C:267.14
C:267.22
GRADING DETAIL 1
SEE SHEET C235.
GRADING DETAIL 2
SEE SHEET C235.
GRADING DETAIL 3
SEE SHEET C235.
GRADING DETAIL 4
SEE SHEET C235.
GRADING DETAIL 5
SEE SHEET C235.
GRADING DETAIL 6
SEE SHEET C235.
GRADING DETAIL 7
SEE SHEET C235.
GRADING DETAIL 8
SEE SHEET C235.
C:250.10
C:250.10
C:250.05
TC:255.48
TC:254.62
BW:267.65
TC:252.44
F
G
:
2
6
2
.
6
8
F
G
:
2
6
2
.
6
8
TW:247.97
TW:256.25
C:263.22
TC:260.51
C:246.14
C:246.44
C:246.30
FG:252.94
TC:263.86
3
0
.
0
'
@
7
.
5
%
3
0
.
0
'
@
7
.
5
%
2
3
.
3
'
@
7
.
5
%
3
0
.
0
'
@
7
.
5
%
20
.
9
'
@
7
.
5
%
30.0'
@
7
.
5
%
30.0'
@
7
.
5
%
21
.
9
'
@
7
.
4
%
255
260
2
6
5
28
0
2
8
5
2
8
0
28
5
2
9
0
2
9
5
2
8
5
2
9
0
2
8
0
2
7
0
255
265
260
2
6
0
2
6
0
2
5
0
2
4
5
2
4
6
2
5
0
2
5
1
2
6
0
260
26
5
270
265
C:
2
7
1
.
7
9
C:263.27
C:263.20
TW:259.64
2
5
0
TW:259.73
C:257.32
FG:262.50
F
G
:
2
6
2
.
5
0
FG:246.83
11
3
9
0
S
W
N
A
E
V
E
S
T
11375 SW NAEVE ST
BW:265.74
TC:274.17
TC:265.53
R:262.93
R:261.78
R:252.50
R:
2
7
3
.
9
0
C:260.90
C230
P
A
C
I
F
I
C
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D
G
E
A
P
A
R
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M
E
N
T
S
M
U
L
T
I
-
F
A
M
I
L
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L
O
P
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E
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T
TI
G
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R
D
,
O
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G
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N
JT
S
C
,
L
L
C
GR
A
D
I
N
G
P
L
A
N
19552
SDR2021-00006
JJS,SRC,JGW
AJM,CKW
2S110DB01500
P:
\
1
9
5
5
2
-
P
A
C
I
F
I
C
R
I
D
G
E
A
P
A
R
T
M
E
N
T
S
\
C
A
D
\
C
D
\
1
9
5
5
2
-
G
R
A
D
I
N
G
P
L
A
N
.
D
W
G
3J PROJECT #
LAND USE #
DESIGNED BY
CHECKED BY
TAX LOT(S)
SHEET NUMBER
PROJECT INFORMATION
CI
V
I
L
E
N
G
I
N
E
E
R
I
N
G
WA
T
E
R
R
E
S
O
U
R
C
E
S
CO
M
M
U
N
I
T
Y
P
L
A
N
N
I
N
G
96
0
0
S
W
N
I
M
B
U
S
A
V
E
.
,
S
U
I
T
E
1
0
0
;
B
E
A
V
E
R
T
O
N
,
O
R
9
7
0
0
8
N
E
W
S
NW 1/4 SE 1/4 OF SECTION 10, T.2S., R.1W. W.M.,
WASHINGTON COUNTY, OREGON
SCALE: 1" =
0
20'
20'40'
LEGEND
PROJECT BOUNDARY
RIGHT-OF-WAY CENTERLINE
EASEMENT LINE
EXISTING ADJACENT PROPERTY LINE
RIGHT-OF-WAY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
LIMITS OF DISTURBANCE
SURFACE FLOW DIRECTION ARROW
PROPOSED GRADE (10-20%)
PROPOSED GRADE (20+%)
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR108
110
GRADING GENERAL NOTES:
1.ALL CURB EXPOSURES ARE 6" UNLESS OTHERWISE
NOTED OR DETAILED
TS:XXX.XX
BS:XXX.XX
TOP OF STAIRS EL.
BOTTOM OF STAIRS EL.
FF:XXX.XX FINISHED FLOOR EL.
C:XXX.XX CONCRETE EL.
R:XXX.XX RIM EL.
BW:XXX.XX BOTTOM OF WALL EL.
TW:XXX.XX TOP OF WALL EL.
GRADING DETAIL REGION -
SEE SHEET C235
ABBREVIATIONS
TC:XXX.XX TOP OF CURB EL.
FL:XXX.XX FLOW LINE EL.
FG:XXX.XX FINISHED GROUND EL.
GRADE BREAK - RIDGE
GRADE BREAK - VALLEY
J
ULY 1 1 , 2 0 1 7
JA
MES J . S C H M I T T
92406PE
EXPIRES: 06/30/24
OREGON
E N G I NEERREGISTERED PROFESS
I
O
N
A
L
RECORD DRAWING
This drawing has been prepared to
reflect final field conditions. The
basis of this information is derived in
whole or in part from a combination
of:
·Contractor supplied redlines
·Observations by the engineer
·Field measurements
The stamping engineer of record
certifies this drawing is an accurate
portrayal of the final construction,
and the resulting improvements are
in conformance with the standards
of City of Tigard
05/02/2024
DIGITALLY SIGNED
2024.05.02
C:233.63
C:233.75
C:233.70
TC:233.50
C:233.64
C:233.53
C:233.71
FC:233.57
6
.
0
%
8
.
3
'
1.5
%
5.0
'
0
.
1
%
6
.
8
'
1.5%
4.2'
1.5%
6.8'
FC:233.03
(233.04)
FL:232.96
FC:232.92
FL:232.86
C:233.47
FC:233.45
BC:232.80
0
.
9
%
4
.
7
'
0
.
4
%
6
.
8
'
0.9%
5.6'
0.2%
5.5'
BC:233.00
0.7%
8.1'
C:233.42
C:233.29
C:233.37
(232.80)
TC:233.23
BC:232.73
C:233.30
0.8
%
5.1'
0.8%
8.0'
1
.
5
%
5
.
3
'
1.2%
3.0'
BC:233.15
C:233.65
1
.
0
%
6
.
0
'
1.7
%
11
.
7
'
BC:233.46
0.1%
L 35.7'
R 145.0'
0.1%
L 32.4'
R 140.0'
1
0
.
0
%
5
.
0
'
1
.
0
%
5
.
0
'
0
.
9
%
5
.
4
'
0.4%
24.4'
0.5%
22.5'
1.4
%
5.4
'
10
.
0
%
5.
0
'
2
2
2
3
3
3
4
5 5
6 6
6
8
8
8
7
7
7
7
7
7
7
6
6
6
C:233.23
0
.
1
%
6
.
8
'
BC:232.73
0.3%
L 9.1'
R 140.0'
1.
5
%5.
0
'
(232.80)
(232.88)
(232.93)
(233.07)
(233.23)
(233.25)
BC:233.17
C:233.67
0.5%
L 5.6'
R 145.0'
TC:233.30
C:233.43
C:233.37
FL:232.81
1
0
.
0
%
5
.
0
'
0.4%
24.4'
6
0.2%
5.0'
4
FC:232.87
0.1%
L 37.0'
R 150.5'
0.0%
L 3.1'
R 150.5'
0.8%
L 9.2'
R 150.5'
0.4%
L 1.8'
R 150.5'
TC:233.95
BC:233.63
6.
0
%
8.
3
'
TC:234.13
1.5
%
5.0
'
2
.
3
%
3
.
0
'
1.5
%
5.4
'
9
.
2
%
6
.
1
'
2
.
5
%
7
.
5
'
1
.
9
%
1
.
3
'
C231
P
A
C
I
F
I
C
R
I
D
G
E
A
P
A
R
T
M
E
N
T
S
M
U
L
T
I
-
F
A
M
I
L
Y
D
E
V
E
L
O
P
M
E
N
T
TI
G
A
R
D
,
O
R
E
G
O
N
JT
S
C
,
L
L
C
NW
N
A
E
V
E
S
T
R
E
E
T
D
R
I
V
E
W
A
Y
P
L
A
N
19552
SDR2021-00006
JJS,SRC,JGW
AJM,CKW
2S110DB01500
P:
\
1
9
5
5
2
-
P
A
C
I
F
I
C
R
I
D
G
E
A
P
A
R
T
M
E
N
T
S
\
C
A
D
\
C
D
\
1
9
5
5
2
-
C
I
T
Y
F
R
O
N
T
A
G
E
.
D
W
G
3J PROJECT #
LAND USE #
DESIGNED BY
CHECKED BY
TAX LOT(S)
SHEET NUMBER
PROJECT INFORMATION
CI
V
I
L
E
N
G
I
N
E
E
R
I
N
G
WA
T
E
R
R
E
S
O
U
R
C
E
S
CO
M
M
U
N
I
T
Y
P
L
A
N
N
I
N
G
96
0
0
S
W
N
I
M
B
U
S
A
V
E
.
,
S
U
I
T
E
1
0
0
;
B
E
A
V
E
R
T
O
N
,
O
R
9
7
0
0
8
N
E
W
S
NW 1/4 SE 1/4 OF SECTION 10, T.2S., R.1W. W.M.,
WASHINGTON COUNTY, OREGON
SCALE: 1" =
0
5'
5'10'
LEGEND
PROJECT BOUNDARY
RIGHT-OF-WAY CENTERLINE
EASEMENT LINE
EXISTING ADJACENT PROPERTY LINE
RIGHT-OF-WAY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR108
110
GRADING GENERAL NOTES:
1.ALL CURB EXPOSURES ARE 6" UNLESS
OTHERWISE NOTED OR DETAILED
TS:XXX.XX
BS:XXX.XX
TOP OF STAIRS EL.
BOTTOM OF STAIRS EL.
FF:XXX.XX FINISHED FLOOR EL.
C:XXX.XX CONCRETE EL.
R:XXX.XX RIM EL.
BW:XXX.XX BOTTOM OF WALL EL.
TW:XXX.XX TOP OF WALL EL.
ABBREVIATIONS
TC:XXX.XX TOP OF CURB EL.
FL:XXX.XX FLOW LINE EL.
FG:XXX.XX FINISHED GROUND EL.
J
ULY 1 1 , 2 0 1 7
JA
MES J . S C H M I T T
92406PE
EXPIRES: 06/30/24
OREGON
E N G I NEERREGISTERED PROFESS
I
O
N
A
L
PROPOSED SAWCUT
PROPOSED CURB
PROPOSED CONCRETE
CONSTRUCTION KEY NOTES
CONSTRUCT COMMERCIAL DRIVEWAY TO EXTENTS AND GRADES SHOWN,
PER DETAIL 143, SHEET C420.
CONSTRUCT CONCRETE SIDEWALK (ADJACENT TO CURB) TO EXTENTS
AND GRADES SHOWN, PER DETAIL 120, ON SHEET C420.
CONSTRUCT DRIVEWAY CONCRETE APRON STRUCTURAL SECTION TO
EXTENTS AND GRADES SHOWN. PER DETAIL 143, SHEET C420.
CONSTRUCT CURB & GUTTER TO EXTENTS AND GRADES SHOWN, PER
DETAIL 126, ON SHEET C420.
CONSTRUCT ADA RAMP PER DETAIL 128 ON SHEET C420. INSTALL 2' X 5'
ADA COMPLIANT WET SET TRUNCATED DOME TILE AT LOCATION
INDICATED.
CONSTRUCT ASPHALT PAVING PER SECTION A, DETAIL 14 SHEET C412.
MATCH TO EXISTING CURB AND SIDEWALK AT LOCATION SHOWN.
PROTECT LID DURING CONSTRUCTION, ADJUST TO FINISHED GRADE.
1
2
3
4
5
6
7
8
PROPOSED TRUNCATED DOME TILE
RECORD DRAWING
This drawing has been prepared to
reflect final field conditions. The
basis of this information is derived in
whole or in part from a combination
of:
·Contractor supplied redlines
·Observations by the engineer
·Field measurements
The stamping engineer of record
certifies this drawing is an accurate
portrayal of the final construction,
and the resulting improvements are
in conformance with the standards
of City of Tigard
05/02/2024
DIGITALLY SIGNED
2024.05.02
C:274.20
C:274.25
C:274.33
FC:274.25
TC:274.17
BC:273.67
FC:273.67
C:273.68
C:273.68
FC:273.67
TC:274.17
BC:273.75
C:274.25
C:274.25
BC:273.75
0.0%
5.0'
0.0%
5.0'4.6%
10.7'
4.6%
10.7'
1.
5
%
5.
0
'
1.
5
%
5.
0
'
1.
5
%
5.
0
'
1.
5
%
5.
0
'
1.
2
%
16
.
0
'
1.
2
%
16
.
0
'
1.0%
3.1'
1.0%
5.0'
1.0%
8.1'
1.0%
5.0'
TC:274.01
C:274.06
TC:274.00 TC:274.04
BC:273.54
BC:273.51
BC:273.52
1.
0
%
16
.
0
'
1.
0
%
16
.
0
'
1.
0
%
16
.
0
'
1.
0
%
16
.
0
'
0.0%
8.5'
0.0%
8.5'
0.0%
8.5'
P:273.51 P:273.51 P:273.51 P:273.51
BC:273.67
P:273.67P:273.67
TC:274.17
0.0%
8.5'
0.0%
8.5'
0.0%
8.5'
FC:272.87
TC
:
2
7
3
.
3
7
3.
0
%
2.
0
'
BC:272.28
TC
:
2
7
2
.
7
8
3.
0
%
7.
0
'
3.
6
%
9.
5
'
3.
0
%
7.
0
'
3.
0
%
7.
0
'
3.
1
%
9.
0
'
C:272.95
FC:272.90
FC:272.95
FC:273.16
FC:273.16
C:273.50
C:273.44
0.0%
5.0'
0.0%
5.0'
1.2%
5.0'
TS:273.50
3.
0
%
9.
5
'
C:273.55
FC:273.51
TC:274.01
7.
5
%
7.
0
'
BC:273.51
7.
5
%
7.
0
'
1.
5
%
6.
5
'
1.
5
%
6.
5
'
0.0%
5.0'
0.0%
5.0'
0.0%
5.0'
1.
0
%
6.
5
'
C:274.17
TC:274.07
TC:274.17
BC:273.60
BC:273.67
1.
0
%
7.
0
'
FC:273.51
FC:273.54
FC:274.07
1.
5
%
2.
0
'
TW:284.44TW:283.96
C:273.50
1.
2
%
5.
0
'
4.
4
%
7.
9
'
C:264.57
4.
4
%
7.
9
'
1.5%
5.0'
0.0%
5.0'
1.
5
%
5.
0
'
0.0%
5.0'
4.5%
4.8'
1.
5
%
5.
0
'
1.
5
%
5.
0
'
4.5%
4.8'
0.0
%
5.0
'
1.
5
%
4.
6
'
0.
4
%
2.
7
'
C:264.56
TW:264.49
BW:263.92
BW:262.68
TW:267.49
C:264.13 C:264.13
C:264.06C:264.06
C:263.92
C:263.85
C:264.48
1.5%
5.0'
50
.
0
%
18
.
0
'
50
.
0
%
18
.
0
'
BS:264.50
BS:264.50
1.
5
%
5.
0
'
0.
0
%
5.
0
'
0.0
%6.0
'
TS:273.50
TS:273.50
0.0
%
5.0
'
C:273.50
C:264.21
C:264.13
1.
5
%
5.
0
'
C:263.35
1.
5
%
5.
0
'
1.
5
%
5.
0
'
1.
5
%
5.
0
'
1.
5
%
16
.
0
'
1.
5
%
16
.
0
'
1.
5
%
16
.
0
'
1.
5
%
16
.
0
'
1.0%
8.5'
1.0%
8.5'
1.0%
8.5'
1.0%
8.5'
1.0%
8.5'
1.0%
8.5'
3.8%
10.3'
1.0%
5.0'
5.5%
10.7'
3.8%
10.3'
5.5%
10.7'
C:262.96C:263.01C:263.60
TC:263.53 FC:262.94 FC:262.89 TC:263.27
BC:262.77
P:263.01P:263.10P:263.18P:263.27
TC:263.73
BC:263.23
BC:263.03 P:262.94 P:262.86
1.0%
5.0'
TC:263.72
BC:263.22
47.8%
4.0'
C:263.69
50.0%
4.0'1.5%
5.0'
1.5%
6.0'
1.5%
5.0'
1.5%
5.0'
1.5%
5.0'
0.
5
%
6.
0
'
1.
0
%
6.
0
'
0.
5
%
7.
0
'
BS:261.78
C:261.87
TS:261.84TS:261.76
C:261.77
TW:263.75
TW:257.70
TW:257.70 TW:258.79
TW:257.86
TW:254.38
BW:253.35
BW:252.84
BW:258.34
BW:253.84
BW:253.91
BW:253.98
50
.
0
%
8.
1
'
50
.
0
%
7.
0
'
50
.
0
%
9.
0
'
TW:253.76
BW:253.36
50
.
0
%
7.
9
'
C:253.84
C:253.91
1.
5
%
5.
0
'
0.
7
%
8.
9
'
1.
5
%
5.
0
'
0.
7
%
8.
9
'
BS:261.75
BW:261.76
TS:263.75
TS:263.69
1.
0
%
5.
0
'
C:263.61
1
.
5
%
5
.
0
'
1
.
2
%
5
.
0
'
7.4%
19.7'
1.5%
5.0'
7.5%
19.1'
1
.
5
%
5
.
0
'
C:261.10
C:263.74
C:263.67
7.5%
15.0'
1.5%
5.0'
1.5%
5.0'
1.5%
5.0'
1
.
5
%
6
.
0
'
1
.
5
%
5
.
0
'
1.5%
5.0'
1.5%
5.0'
1
.
5
%
5
.
0
'
1
.
5
%
1
1
.
0
'
1
.
5
%
5
.
0
'
1
.
5
%
1
1
.
0
'
C:260.86 C:260.93
C:262.15
C:259.81
C:260.93
C:261.02
C:260.95
C:262.07
C:262.31
C:262.24
C:262.16
C:262.15
BW
:
2
5
7
.
0
0
BW:255.80
BW:256.25TW:263.40
1.5%
4.7'
1.5%
5.2'
C:263.69
TW:263.75
7.5%
15.0'
7.5%
15.0'
7.5%
15.0'
BW:256.00
TW:262.01
C:2
5
9
.
7
3
C:259.64 C:259.73
BW:263.23
TW:263.44
TW:263.69
C:259.72
TW:263.65
TW:262.15
2.0%
12.5'
43.9%
3.5'45.9%
5.0'
0.0%
8.0'
TW:262.15
C:262.15
TW:262.15
TW:258.89
C:258.49
0
.
0
%
8
.
0
'
3
9
.
1
%
8
.
3
'
7
.
5
%
1
6
.
3
'
1.5%
5.0'C:248.78
1.5%
5.0'
7.5%
10.3'
7.5%
10.3'
1.
5
%
5.
0
'
1.
5
%
5.
0
'
1.
5
%
5.
0
'
1.
5
%
5.
0
'
1.
5
%
16
.
0
'
1.
5
%
16
.
0
'
0.
7
%
16
.
0
'
1.
5
%
16
.
0
'
1.5%
8.5'
3.0%
8.5'
1.5%
8.5'
3.2%
10.8'
3.2%
10.7'
FC:248.71 TC:249.47
C:249.55C:248.71
FC:248.63TC:248.97
C:249.05
BC:248.47 P:248.59 P:248.72 BC:248.97
C:248.86
C:248.48C:248.35
C:248.23
BC:248.13
TC:248.63
TC:248.76
BC:248.26
1.5%
8.5'
1.5%
8.5'
4.5%
8.5'
C:248.81
C:248.86
C:248.18
C:248.23
C235
P
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19552
SDR2021-00006
JJS,SRC,JGW
AJM,CKW
2S110DB01500
P:
\
1
9
5
5
2
-
P
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S
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D
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3J PROJECT #
LAND USE #
DESIGNED BY
CHECKED BY
TAX LOT(S)
SHEET NUMBER
PROJECT INFORMATION
CI
V
I
L
E
N
G
I
N
E
E
R
I
N
G
WA
T
E
R
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P
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A
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96
0
0
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B
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A
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.
,
S
U
I
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1
0
0
;
B
E
A
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N
,
O
R
9
7
0
0
8
J
ULY 1 1 , 2 0 1 7
JA
MES J . S C H M I T T
92406PE
EXPIRES: 06/30/24
OREGON
E N G I NEERREGISTERED PROFESS
I
O
N
A
L
NW 1/4 SE 1/4 OF SECTION 10, T.2S., R.1W. W.M.,
WASHINGTON COUNTY, OREGON
LEGEND
PROJECT BOUNDARY
RIGHT-OF-WAY CENTERLINE
EASEMENT LINE
EXISTING ADJACENT PROPERTY LINE
RIGHT-OF-WAY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
LIMITS OF DISTURBANCE
SURFACE FLOW DIRECTION ARROW
PROJECTED IMPROVEMENT LOCATION
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR108
110
GRADING DETAIL 1
1" = 5'
SCALE: 1" =
0
5'
5'10'
GRADING GENERAL NOTES:
1.ALL CURB EXPOSURES ARE 6" UNLESS OTHERWISE
NOTED OR DETAILED
TS:XXX.XX
BS:XXX.XX
TOP OF STAIRS EL.
BOTTOM OF STAIRS EL.
FF:XXX.XX FINISHED FLOOR EL.
C:XXX.XX CONCRETE EL.
R:XXX.XX RIM EL.
BW:XXX.XX BOTTOM OF WALL EL.
TW:XXX.XX TOP OF WALL EL.
ABBREVIATIONS
TC:XXX.XX TOP OF VERTICAL CURB EL.
FL:XXX.XX FLOW LINE EL.
FG:XXX.XX FINISHED GROUND EL.
BC:XXX.XX BOTTOM OF CURB EL.
FC:XXX.XX TOP OF FLUSH CURB EL.
GRADING DETAIL 2
1" = 5'
GRADING DETAIL 3
1" = 5'
GRADING DETAIL 4
1" = 5'
GRADING DETAIL 5
1" = 5'
GRADING DETAIL 6
1" = 5'
GRADING DETAIL 7
1" = 5'
GRADING DETAIL 8
1" = 5'
PROPOSED RETAINING WALL
LIMITS OF CURB TRANSITION
LIMITS OF FLUSH CURB
N E
W
S
N E
W
S N E
W
S
N
E
W
S
N
E
W
S
N
E
W
S
N
E
W
S
N
E
W
S
RECORD DRAWING
This drawing has been prepared to
reflect final field conditions. The
basis of this information is derived in
whole or in part from a combination
of:
·Contractor supplied redlines
·Observations by the engineer
·Field measurements
The stamping engineer of record
certifies this drawing is an accurate
portrayal of the final construction,
and the resulting improvements are
in conformance with the standards
of City of Tigard
05/02/2024
DIGITALLY SIGNED
2024.05.02
D
C
D
A
F
D
C
FD
C
1
1
3
9
0
S
W
N
A
E
V
E
S
T
11
3
7
5
S
W
N
A
E
V
E
S
T
C300
P
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19552
SDR2021-00006
JJS,SRC,JGW
AJM,CKW
2S110DB01500
P:
\
1
9
5
5
2
-
P
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.
D
W
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3J PROJECT #
LAND USE #
DESIGNED BY
CHECKED BY
TAX LOT(S)
SHEET NUMBER
PROJECT INFORMATION
CI
V
I
L
E
N
G
I
N
E
E
R
I
N
G
WA
T
E
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P
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96
0
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A
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.
,
S
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1
0
0
;
B
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A
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T
O
N
,
O
R
9
7
0
0
8
N
EW
S
SCALE: 1" =
0
FT
40'
40'80'
LEGEND
PROJECT BOUNDARY
RIGHT-OF-WAY CENTERLINE
EASEMENT LINE
EXISTING ADJACENT PROPERTY LINE
RIGHT-OF-WAY LINE
PROPOSED STORM PIPE
PROPOSED SANITARY PIPE
PROPOSED WATER PIPE
PROPOSED FIRE SPRINKLER PIPE
PROPOSED STORM CATCH BASIN
PIPE CAP / STUB
LINE CONTINUATION
PROPOSED HYDRANT
PROPOSED VALVE
FIRE DPT. CONNECTION
PROPOSED SEWER MANHOLE
PROPOSED STORM MANHOLE
PROPOSED SEWER CLEANOUT
PROPOSED STORM CLEANOUT
PROPOSED FRENCH DRAIN
PROPOSED TRENCH DRAIN
J
ULY 1 1 , 2 0 1 7
JA
MES J . S C H M I T T
92406PE
EXPIRES: 06/30/24
OREGON
E N G I NEERREGISTERED PROFESS
I
O
N
A
L
EXISTING TRAFFIC LOOP
PROPOSED FIRE DPT. CONNECTION PIPE
PROPOSED UNDERGROUND POWER LINE
PROPOSED ELECTRICAL VAULT
RECORD DRAWING
This drawing has been prepared to
reflect final field conditions. The
basis of this information is derived in
whole or in part from a combination
of:
·Contractor supplied redlines
·Observations by the engineer
·Field measurements
The stamping engineer of record
certifies this drawing is an accurate
portrayal of the final construction,
and the resulting improvements are
in conformance with the standards
of City of Tigard
05/02/2024
DIGITALLY SIGNED
2024.05.02
D
C
D
A
F
D
C
SDCO 086
SDCO 05 4
SDCB 07 5
SDCO 094
SDCO 104
SDCO 114
SDCO 074
SDAD 017
17SDCB 0812
13.1%
52.0 LF 8"1
1.0%
4.9 LF 8"1
1.0%
24.0 LF 6"1
80.5%
5.7 LF 6"1
1.0%
58.0 LF 8"1
67.4%
5.7 LF 6"1
1.0%
74.8 LF 8"1
54.2%
5.7 LF 6"1
1.0%
48.6 LF 8"1
1.0%
21.0 LF 8"1
1.0%
6.3 LF 6"2
1.0%
19.8 LF 6"1
1.0%
2.9 LF 6"1
1.5%
72.8 LF 8"1
1.0%
22.0 LF 8"1
74.2 LF 8"
1.0%
54.2 LF 6"19
12.9%
27.1 LF 8"1
1.1%
7.2 LF 8"1
2.0%
26.8 LF 6"1
1.0%
6.3 LF 8"1
1.0%
13.4 LF 8"1
2.0%
40.7 LF 6"1
1.0%
15.4 LF 6"1
1.0%
11.0 LF 6"1
1.0%
53.0 LF 6"6
1.0%
53.0 LF 6"6
1.0%
36.2 LF 6"6
SDCO 06 4
1.0%
28.0 LF 8"1
1.0%
1.9 LF 6"1
17
1.0%
3.5 LF 6"1
IE: 269.73 13
IE: 259.9213
IE: 267.85 13
IE: 272.62
IE: 272.24
IE: 268.0614
IE: 272.07
IE: 272.62
IE: 272.07
IE: 272.62
IE: 269.92 14
IE: 260.15 14
11
3
9
0
S
W
N
A
E
V
E
S
T
IE: 267.9620
IE: 268.0720
IE: 268.5220
IE: 268.7320
IE: 269.2720
IE: 269.4820
IE: 270.55 13
IE: 270.32 13
IE: 270.77 13
IE: 270.86 13
47.2%
4.5 LF 4"1
IE: 270.86 13
IE: 270.86 13
30.5%
4.5 LF 4"1
35.2%
4.5 LF 4"1
50.0%
4.5 LF 4"1
50.0%
4.5 LF 4"1
35.0%
7.4 LF 4"1
21
INLET
TABLE
SDAD 01
12" AREA DRAIN
RIM: 262.85
6" IE OUT (SW): 260.26
CLEANOUT
TABLE
SDCO 06
8" CLEANOUT
RIM: 263.12
8" IE: 259.50
SDCO 07
6" CLEANOUT
RIM: 263.64
6" IE: 260.20
SDCO 08
8" CLEANOUT
RIM: 271.82
8" IE: 267.38
SDCO 09
8" CLEANOUT
RIM: 273.28
8" IE: 268.15
SDCO 10
8" CLEANOUT
RIM: 273.28
8" IE: 268.90
SDCO 11
8" CLEANOUT
RIM: 273.27
8" IE: 269.52
C310
P
A
C
I
F
I
C
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I
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A
P
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T
H
19552
SDR2021-00006
JJS,SRC,JGW
AJM,CKW
2S110DB01500
P:
\
1
9
5
5
2
-
P
A
C
I
F
I
C
R
I
D
G
E
A
P
A
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S
\
C
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D
\
C
D
\
1
9
5
5
2
-
S
T
O
R
M
P
L
A
N
.
D
W
G
3J PROJECT #
LAND USE #
DESIGNED BY
CHECKED BY
TAX LOT(S)
SHEET NUMBER
PROJECT INFORMATION
CI
V
I
L
E
N
G
I
N
E
E
R
I
N
G
WA
T
E
R
R
E
S
O
U
R
C
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S
CO
M
M
U
N
I
T
Y
P
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A
N
N
I
N
G
96
0
0
S
W
N
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B
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S
A
V
E
.
,
S
U
I
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E
1
0
0
;
B
E
A
V
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R
T
O
N
,
O
R
9
7
0
0
8
LEGEND
PROJECT BOUNDARY
RIGHT-OF-WAY CENTERLINE
EASEMENT LINE
EXISTING ADJACENT PROPERTY LINE
RIGHT-OF-WAY LINE
PROPOSED STORM PIPE
PROPOSED SANITARY PIPE
PROPOSED WATER PIPE
PROPOSED FIRE SPRINKLER PIPE
PROPOSED STORM AREA DRAIN
PIPE CAP / STUB
LINE CONTINUATION
PROPOSED HYDRANT
PROPOSED VALVE
FIRE DPT. CONNECTION
PROPOSED SEWER MANHOLE
PROPOSED STORM MANHOLE
PROPOSED SEWER CLEANOUT
PROPOSED STORM CLEANOUT
PROPOSED TRENCH DRAIN
STORM DRAIN KEY NOTES
INSTALL ASTM D3034 PVC (SDR35) STORM PIPE TO THE SIZE, ALIGNMENT, LENGTH AND
SLOPE SHOWN ON THIS SHEET.
INSTALL CLEANOUT PER DETAIL 2 ON SHEET C430. SEE STRUCTURE TABLE ON THIS
SHEET FOR ELEVATION INFORMATION.
INSTALL 10" WIDE SLOPED BOTTOM TRENCH DRAIN, PRODUCT TO BE J.R.SMITH 9812
WITH H-20 RATED LID OR APPROVED EQUAL. CONNECT TO DOWNSTREAM STORM
PIPE. CONTRACTOR TO PROVIDE SUBMITTAL TO ENGINEER FOR APPROVAL BEFORE
ORDERING PARTS.
INSTALL 12" NYLOPLAST AREA DRAIN PER DETAIL 3 ON SHEET C430. SEE STRUCTURE
TABLE ON THIS SHEET FOR ELEVATION INFORMATION.
INSTALL PRIVATE STORM DRAIN CONNECTION TO ROOF DRAINS. INVERTS PER PLAN.
INSTALL PRIVATE STORM DRAIN CONNECTION TO WALL DRAINS. INVERTS PER PLAN.
INSTALL CLEAN CHECK BACKWATER VALVE KIT PER MANUFACTURER WITH CLEANOUT
LID AND FRAME PER DETAIL 2 ON SHEET C430 OR APPROVED EQUIVALENT BETWEEN
WALL DRAIN AND LATERAL. SEE RETAINING WALL PLANS FOR CONTINUATION.
FOUNDATION DRAIN POINT OF CONNECTION. INSTALL CLEAN CHECK BACKWATER
VALVE KIT PER MANUFACTURER WITH CLEANOUT LID AND FRAME PER DETAIL 2 ON
SHEET C430 OR APPROVED EQUIVALENT BETWEEN FOUNDATION AND LATERAL. SEE
BUILDING STRUCTURAL PLANS FOR CONTINUATION.
INSTALL 4" INSERT-A-TEE AT INVERT PER PLAN.
1
4
6
7
13
14
17
20
MATCH LINE
SEE SHEET C311
J
ULY 1 1 , 2 0 1 7
JA
MES J . S C H M I T T
92406PE
EXPIRES: 06/30/24
OREGON
E N G I NEERREGISTERED PROFESS
I
O
N
A
L
STRUCTURE DATASTRUCTURE DATA
N
E
W
S
NW 1/4 SE 1/4 OF SECTION 10, T.2S., R.1W. W.M.,
WASHINGTON COUNTY, OREGON
Know what's below.
Call before you dig.
SCALE: 1" =
0
20'
20'40'
RECORD DRAWING
This drawing has been prepared to
reflect final field conditions. The
basis of this information is derived in
whole or in part from a combination
of:
·Contractor supplied redlines
·Observations by the engineer
·Field measurements
The stamping engineer of record
certifies this drawing is an accurate
portrayal of the final construction,
and the resulting improvements are
in conformance with the standards
of City of Tigard
05/02/2024
DIGITALLY SIGNED
2024.05.02
F
D
C
SDCO 034
SDCO 086
SDCO 014SDCO 024
SDCO 05 4
SDCO 04 4
SDCB 015
SDCB 025
SDCB 035
SDCB 06 5 SDCB 05 5
SDCB 04 5
SDCB 07 5
S
W
P
A
C
I
F
I
C
H
W
Y
(
H
W
Y
9
9
)
SDMH FLTR0110
SDMH FC01 11
SDMH FC02 11
16
SDMH FLTR02 10
14
17
17
17
17
17
17
SDMH FLDV 029
SDCB 0812
16.0%
24.3 LF 12"1
10.0%
1.3 LF 12"1
10.0%
3.0 LF 12"1
10.0%
4.7 LF 12"1
2.0%
15.5 LF 6"1
6.0%
12.9 LF 6"1
14.6%
11.5 LF 12"1
16.9%
98.4 LF 12"1
1.8%
9.7 LF 12"1
1.0%
6.5 LF 6"1 2.0%
5.8 LF 12"11.0%
11.0 LF 6"1
1.0%
29.0 LF 12"1
3.5%
32.3 LF 6"1
1.0%
38.0 LF 12"1 1.0%
36.0 LF 12"1
1.9%
13.9 LF 6"1 1.0%
29.2 LF 6"1
1.0%
27.5 LF 12"1
2.0%
5.0 LF 12"1
2.0%
4.4 LF 12"1
2.0%
6.5 LF 12"1
2.0%
6.4 LF 12"1
7.3%
7.1 LF 8"1
2.6%
27.9 LF 8"1
4.3%
8.1 LF 6"2
1.5%
7.7 LF 8"1
6.6%
8.1 LF 6"1
2.0%
28.1 LF 6"2
13.1%
52.0 LF 8"1
1.0%
24.0 LF 6"1
80.5%
5.7 LF 6"1
1.0%
22.0 LF 8"1
1.0%
74.2 LF 8"1
1.0%
54.2 LF 6"19
12.9%
27.1 LF 8"1
20.0%
3.0 LF 6"1
0.0%
7.0 LF 12"1
5.0%
5.8 LF 12"1 11.0%
36.0 LF 6"1
1.0%
42.9 LF 12"1
1.0%
2.0%
11.5 LF 6"1
2.0%
11.4 LF 6"1
1.0%
5.2 LF 6"1
1.0%
6.8 LF 6"1
2.0%
42.4 LF 6"2
2.0%
19.1 LF 6"2
1.0%
46.8 LF 6"6
1.0%
14.6 LF 12"1
15
5.0%
6.1 LF 12"1
20.0%
4.4 LF 6"1
1.0%
7.7 LF 6"1
2.0%
13.3 LF 6"1
2.0%
9.1 LF 6"123.3%
5.9 LF 6"1
0.5%
32.4 LF 6"3
16
SDAD 027
IE: 251.19
IE: 251.03 IE: 250.0614
IE: 253.34 IE: 253.83
14
14 IE: 258.0813
IE: 242.0313
IE: 249.32 13
17
IE: 259.79 13
IE: 259.06 13
1.0%
51.5 LF 6"1
1.9%
18.4 LF 6"1
IE: 261.1914
IE: 259.1914
1.0%
14.7 LF 6"1
IE: 259.42 13
IE: 267.85 13
IE: 272.24
18
11390 SW N
A
E
V
E
S
T
11375 SW NAEVE ST
5.0%
5.1 LF 12"1
SDMH FLDV 01 8
IE: 241.90
IE: 249.90
IE: 258.39 20
IE: 257.6420
IE: 261.28 13 IE: 261.6713 IE: 261.28 13
IE: 261.67 13
35.9%
8.0 LF 4"1 2.0%
19.2 LF 4"12.0%
19.2 LF 4"1
45.3%
8.0 LF 4"1
35.0%
7.4 LF 4"1
21
INLET
TABLE
SDAD 02
12" AREA DRAIN
RIM: 262.29
6" IE OUT (SW): 259.18
SDCB 01
24" CATCH BASIN
RIM: 251.58
6" IE OUT (NW): 247.77
SDCB 02
24" CATCH BASIN
RIM: 246.29
6" IE OUT (N): 242.79
SDCB 03
24" CATCH BASIN
RIM: 263.42
6" IE OUT (N): 260.90
SDCB 04
24" CATCH BASIN
RIM: 263.22
8" IE OUT (NE): 259.55
SDCB 05
24" CATCH BASIN
RIM: 262.63
6" IE OUT (SW): 259.16
SDCB 06
24" CATCH BASIN
RIM: 262.41
6" IE OUT (SW): 258.94
SDCB 07
24" CATCH BASIN
RIM: 260.63
6" IE OUT (E): 259.02
SDCB 08
FILTERED CATCH BASIN
RIM: 255.03
8" IE OUT (NW): 250.79
CLEANOUT
TABLE
SDCO 01
8" CLEANOUT
RIM: 253.25
12" IE: 249.13
SDCO 02
8" CLEANOUT
RIM: 251.60
12" IE: 246.35
SDCO 03
8" CLEANOUT
RIM: 263.76
12" IE: 259.46
SDCO 04
8" CLEANOUT
RIM: 263.42
12" IE: 257.94
SDCO 05
8" CLEANOUT
RIM: 263.10
8" IE: 258.18
MANHOLE
TABLE
SDMH FC01
60" FLOW CONTROL MANHOLE
RIM: 246.73
12" IE IN (E): 241.00
12" IE OUT (W): 240.80
SUMP: 234.80
SDMH FC02
60" FLOW CONTROL MANHOLE
RIM: 263.35
12" IE IN (N): 249.73
12" IE OUT (SW): 249.53
SUMP: 243.53
SDMH FLDV 01
60" WATER QUALITY MANHOLE
RIM: 249.64
12" IE IN (SE): 245.78
6" IE OUT (SW): 242.90
12" IE OUT (NW): 241.90
SUMP: 237.40
SDMH FLDV 02
72" WATER QUALITY MANHOLE
RIM: 263.08
12" IE IN (SE): 256.84
6" IE IN (SW): 258.00
12" IE OUT (N): 257.00
6" IE OUT (W): 256.64
SUMP: 250.64
SDMH FLTR01
48" FILTERED MANHOLE
RIM: 246.42
12" IE IN (E): 239.12
12" IE OUT (W): 236.82
SUMP: 236.82
SDMH FLTR02
72" FILTERED MANHOLE
RIM: 263.05
6" IE IN (E): 256.53
6" IE OUT (N): 253.48
SUMP: 253.48
C311
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19552
SDR2021-00006
JJS,SRC,JGW
AJM,CKW
2S110DB01500
P:
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1
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D
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3J PROJECT #
LAND USE #
DESIGNED BY
CHECKED BY
TAX LOT(S)
SHEET NUMBER
PROJECT INFORMATION
CI
V
I
L
E
N
G
I
N
E
E
R
I
N
G
WA
T
E
R
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E
S
O
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CO
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I
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A
N
N
I
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G
96
0
0
S
W
N
I
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B
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S
A
V
E
.
,
S
U
I
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E
1
0
0
;
B
E
A
V
E
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T
O
N
,
O
R
9
7
0
0
8
LEGEND
PROJECT BOUNDARY
RIGHT-OF-WAY CENTERLINE
EASEMENT LINE
EXISTING ADJACENT PROPERTY LINE
RIGHT-OF-WAY LINE
PROPOSED STORM PIPE
PROPOSED SANITARY PIPE
PROPOSED WATER PIPE
PROPOSED FIRE SPRINKLER PIPE
PROPOSED STORM AREA DRAIN
PIPE CAP / STUB
LINE CONTINUATION
PROPOSED HYDRANT
PROPOSED VALVE
FIRE DPT. CONNECTION
PROPOSED SEWER MANHOLE
PROPOSED STORM MANHOLE
PROPOSED SEWER CLEANOUT
PROPOSED STORM CLEANOUT
PROPOSED TRENCH DRAIN
MATCH LINE
SEE SHEET C310
STORM DRAIN KEY NOTES
INSTALL ASTM D3034 PVC (SDR35) STORM PIPE TO THE
SIZE, ALIGNMENT, LENGTH AND SLOPE SHOWN ON THIS
SHEET.
INSTALL AWWA C900 PVC (DR18) STORM PIPE TO THE
SIZE, ALIGNMENT, LENGTH AND SLOPE SHOWN ON THIS
SHEET.
INSTALL FRENCH DRAIN WITH PERFORATED PVC
STORM PIPE TO THE SIZE, ALIGNMENT, LENGTH AND
SLOPE SHOWN ON THIS SHEET. SEE DETAIL 7 ON SHEET
C432 FOR MORE INFORMATION.
INSTALL CLEANOUT PER DETAIL 4 ON SHEET C430. SEE
STRUCTURE TABLE ON THIS SHEET FOR ELEVATION
INFORMATION.
INSTALL 24" TRAPPED CATCH BASIN PER DETAIL 3 ON
SHEET C430. SEE STRUCTURE TABLE ON THIS SHEET
FOR ELEVATION INFORMATION.
INSTALL 10" WIDE SLOPED BOTTOM TRENCH DRAIN,
PRODUCT TO BE J.R.SMITH 9812 WITH H-20 RATED LID
OR APPROVED EQUAL. CONNECT TO DOWNSTREAM
STORM PIPE. CONTRACTOR TO PROVIDE SUBMITTAL
TO ENGINEER FOR APPROVAL BEFORE ORDERING
PARTS.
INSTALL 12" NYLOPLAST AREA DRAIN PER DETAIL 3 ON
SHEET C430. SEE STRUCTURE TABLE ON THIS SHEET
FOR ELEVATION INFORMATION.
CONSTRUCT PRIVATE 60" FLOW DIVERSION AND WATER
QUALITY MANHOLE PER CWS DETAILS 010, 020, 030, 100,
250, & 260 ON SHEETS C431 AND C432. SEE STRUCTURE
TABLE ON THIS SHEET FOR ELEVATION INFORMATION.
CONSTRUCT PRIVATE 72" FLOW DIVERSION AND WATER
QUALITY MANHOLE PER CWS DETAILS 010, 020, 030, 100,
250, & 260 ON SHEETS C431 AND C432. SEE STRUCTURE
TABLE ON THIS SHEET FOR ELEVATION INFORMATION.
CONSTRUCT CONTECH STORMFILTER MANHOLE PER
DETAILS ON SHEET C442.
CONSTRUCT PRIVATE FLOW CONTROL MANHOLE PER
DETAIL 4 ON SHEET C430. SEE STRUCTURE TABLE ON
THIS SHEET FOR ELEVATION INFORMATION.
CONSTRUCT CONTECH STORMFILTER CATCH BASIN
PER DETAILS ON SHEET C442.
STORM DRAIN KEY NOTES
INSTALL PRIVATE STORM DRAIN CONNECTION TO ROOF
DRAINS. INVERTS PER PLAN.
INSTALL PRIVATE STORM DRAIN CONNECTION TO WALL
DRAINS. INVERTS PER PLAN. INSTALL CLEAN CHECK
BACKWATER VALVE KIT PER MANUFACTURER WITH
CLEANOUT LID AND FRAME PER DETAIL 2 ON SHEET
C430 OR APPROVED EQUIVALENT BETWEEN WALL
DRAIN AND LATERAL. SEE RETAINING WALL PLANS FOR
CONTINUATION.
CONSTRUCT PRIVATE 96" CMP STORM DRAIN
DETENTION SYSTEM. SEE SHEET C440 FOR DETAILS.
BOTTOM IE: 249.90'
CONSTRUCT PRIVATE CHAMBERMAXX STORM DRAIN
DETENTION SYSTEM. SEE SHEET C441 FOR DETAILS.
CHAMBER BOTTOM IE: 241.90'
FOUNDATION DRAIN POINT OF CONNECTION. INSTALL
CLEAN CHECK BACKWATER VALVE KIT PER
MANUFACTURER WITH CLEANOUT LID AND FRAME PER
DETAIL 2 ON SHEET C430 OR APPROVED EQUIVALENT
BETWEEN FOUNDATION AND LATERAL. SEE BUILDING
STRUCTURAL PLANS FOR CONTINUATION.
SEE STORM LINE 'A' PROFILE FOR DESIGN
INFORMATION, SHEET C400.
INSTALL AWWA C151 (CL52) DUCTILE IRON STORM PIPE
TO THE SIZE, ALIGNMENT, LENGTH AND SLOPE SHOWN
ON THIS SHEET.
INSTALL 4" INSERT-A-TEE AT INVERT PER PLAN.
REPAIR 96" CMP DETENTION SYSTEM PER DETAILS 1
THROUGH 6 ON SHEET ####.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
J
ULY 1 1 , 2 0 1 7
JA
MES J . S C H M I T T
92406PE
EXPIRES: 06/30/24
OREGON
E N G I NEERREGISTERED PROFESS
I
O
N
A
L
PROPOSED STORM CATCH BASIN
N
E
W
S
NW 1/4 SE 1/4 OF SECTION 10, T.2S., R.1W. W.M.,
WASHINGTON COUNTY, OREGON
Know what's below.
Call before you dig.
SCALE: 1" =
0
20'
20'40'
STRUCTURE DATA
PROPOSED FRENCH DRAIN
RECORD DRAWING
This drawing has been prepared to
reflect final field conditions. The
basis of this information is derived in
whole or in part from a combination
of:
·Contractor supplied redlines
·Observations by the engineer
·Field measurements
The stamping engineer of record
certifies this drawing is an accurate
portrayal of the final construction,
and the resulting improvements are
in conformance with the standards
of City of Tigard
05/02/2024
DIGITALLY SIGNED
2024.05.02
D
C
D
A
F
D
C
F
D
C
2.0%
9.8LF 6"1
2.0%
96.6LF 6"1 2.0%
7.6LF 6"1
2.0%
62.0LF 6"1
2.0%
59.8LF 6"1
10.0%
22.8LF 6"1
2.0%
2.4LF 6"1
29.6%
40.0LF 6"1
SSCO 4 3
SSCO 3 3
SSCO 23
SSCO 13
3
4
5
67
8
9
10
11
12
11
12
11
6.5 LF 6"1
46.5 LF 6"1
10.7 LF 6"1
13.4 LF 6"1
54.4 LF 6"1
4.4 LF 6"1
88.4 LF 6"1
62.8 LF 6"1
18.8 LF 6"1
31.9 LF 6"1
33.8 LF 6"1
4.0 LF 6"1
25.5 LF 6"13
16.0 LF 4"13
4.0 LF 4"2
3.6 LF 4"2
91.6 LF 3"2
62.6 LF 3"2
29.0 LF 3"2
62.1 LF 3"2
3.3 LF 3"2
64.4 LF 3"2
9
24.5 LF 6"1
15.0 LF 3"2
68.1 LF 6"1
15.3 LF 6"1
4.8 LF 6"1
61.1 LF 6"1
20.4 LF 3"2
17.1 LF 6"1
33.6 LF 3"2
30.3 LF 6"1
6.1 LF 3"2
4.7 LF 6"1
2.8 LF 6"1
30.3 LF 6"1
31.2 LF 6"1
32.0 LF 3"2
61.8 LF 6"1
3.8 LF 6"1
IE: 257.352
IE: 257.352
CLEANOUT
TABLE
SSCO 1
6" CLEANOUT
RIM: 263.54
6" IE: 252.63
SSCO 2
6" CLEANOUT
RIM: 264.07
6" IE: 253.83
SSCO 3
6" CLEANOUT
RIM: 263.04
6" IE: 255.27
SSCO 4
6" CLEANOUT
RIM: 263.25
6" IE: 257.15
C320
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19552
SDR2021-00006
JJS,SRC,JGW
AJM,CKW
2S110DB01500
P:
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D
W
G
3J PROJECT #
LAND USE #
DESIGNED BY
CHECKED BY
TAX LOT(S)
SHEET NUMBER
PROJECT INFORMATION
CI
V
I
L
E
N
G
I
N
E
E
R
I
N
G
WA
T
E
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R
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S
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C
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S
CO
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U
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I
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Y
P
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A
N
N
I
N
G
96
0
0
S
W
N
I
M
B
U
S
A
V
E
.
,
S
U
I
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E
1
0
0
;
B
E
A
V
E
R
T
O
N
,
O
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9
7
0
0
8
N
E
W
S
NW 1/4 SE 1/4 OF SECTION 10, T.2S., R.1W. W.M.,
WASHINGTON COUNTY, OREGON
Know what's below.
Call before you dig.
SCALE: 1" =
0
20'
20'40'
LEGEND
PROJECT BOUNDARY
RIGHT-OF-WAY CENTERLINE
EASEMENT LINE
EXISTING ADJACENT PROPERTY LINE
RIGHT-OF-WAY LINE
PROPOSED STORM PIPE
PROPOSED SANITARY PIPE
PROPOSED WATER PIPE
PROPOSED FIRE SPRINKLER PIPE
PIPE CAP / STUB
LINE CONTINUATION
PROPOSED HYDRANT
PROPOSED VALVE
FIRE DPT. CONNECTION
PROPOSED SEWER MANHOLE
PROPOSED STORM MANHOLE
PROPOSED SEWER CLEANOUT
PROPOSED STORM CLEANOUT
PROPOSED FRENCH DRAIN
PROPOSED TRENCH DRAIN
SANITARY SEWER KEY NOTES
INSTALL ASTM D3034 PVC (SDR35) SANITARY PIPE TO THE SIZE, ALIGNMENT,
LENGTH AND SLOPE SHOWN ON THIS SHEET.
PRIVATE SANITARY CONNECTION TO BUILDING. INVERT PER PLAN.
INSTALL PRIVATE CLEANOUT PER DETAIL 2 ON SHEET C430. SEE
STRUCTURE TABLE ON THIS SHEET FOR ELEVATION INFORMATION.
1
2
3
WATER SYSTEM KEY NOTES
INSTALL AWWA C900 PVC (DR18) WATER PIPE TO THE ALIGNMENT AS
SHOWN; SIZE AND LENGTH AS NOTED. RESTRAIN ALL JOINTS.
CONSTRUCT PLUMBING CODE APPROVED WATER DISTRIBUTION PIPE TO
ALIGNMENT AS SHOWN; SIZE AND LENGTH AS NOTED.
TAP EXISTING 12" CIP WATER LINE WITH 12"X6" TAPPING SADDLE AND 6" GV
(FLGxMJ). CONTRACTOR TO COORDINATE WITH CITY OF TIGARD PRIOR TO
CONNECTION TO EXISTING PUBLIC WATER MAIN.
TAP EXISTING 12" CIP WATER LINE WITH 12"X4" TAPPING SADDLE AND 4" GV
(FLGxMJ). CONTRACTOR TO COORDINATE WITH CITY OF TIGARD PRIOR TO
CONNECTION TO EXISTING PUBLIC WATER MAIN.
INSTALL 6" DOUBLE CHECK DETECTOR VALVE ASSEMBLY PER CITY OF
TIGARD STD DETAIL 533, SHEET C450. CONNECT TO EMERGENCY ALARM
PER MEP PLANS.
INSTALL 3" DOMESTIC WATER METER PER CITY OF TIGARD STD DETAIL 523,
SHEET C450.
INSTALL 4" DOUBLE CHECK VALVE ASSEMBLY PER CITY OF TIGARD STD
DETAIL 532, SHEET C450.
INSTALL 1.5" IRRIGATION DOUBLE CHECK ASSEMBLY (MAKE & MODEL # PER
OREGON HEALTH AUTHORITY CURRENT APPROVED LIST). SEE
LANDSCAPING PLANS FOR CONTINUATION.
INSTALL PRIVATE FIRE HYDRANT ASSEMBLY PER DETAIL 31, SHEET C451.
INSTALL FIRE DEPARTMENT CONNECTION (FDC) PER DETAIL 30, SHEET
C451.
INTERNAL BUILDING FIRE SUPPLY POINT OF CONNECTION. SEE
MECHANICAL AND PLUMBING PLANS FOR CONTINUATION.
INTERNAL DOMESTIC WATER SUPPLY POINT OF CONNECTION. SEE
MECHANICAL AND PLUMBING PLANS FOR CONTINUATION.
INSTALL AWWA C151 DIP (CL52) WATER PIPE TO THE ALIGNMENT AS
SHOWN; SIZE AND LENGTH AS NOTED. RESTRAIN ALL JOINTS.
1
2
3
4
5
6
7
8
9
10
11
12
13
PRIVATE WATER NOTES
1.CONTRACTOR TO COORDINATE WITH CITY INSPECTOR
PRIOR TO CONNECTING TO WATER SYSTEM.
CONTRACTOR TO POTHOLE AND VERIFY VALVE SIZES AND
ELEVATIONS PRIOR TO CONSTRUCTION. CONTACT DESIGN
ENGINEER OF RECORD FOR ANY DISCREPANCIES.
2.PRIVATE UNDERGROUND FIRE PROTECTION PIPE
FLUSHING AND HYDROSTATIC ACCEPTANCE TESTING
SHALL FOLLOW NATIONAL FIRE PROTECTION
ASSOCIATION (NFPA) STANDARD 24, SECTION 10.10.2.1 &
10.10.2.2 REQUIREMENTS.
3.ALL PRIVATE UNDERGROUND FIRE PROTECTION TO BE
RESTRAINED PER NFPA STD 24, SECTION 10.6.3.
4.CONTRACTOR TO VERIFY METER AND BACKFLOW DEVICES
WITH THE CITY OF TIGARD.
5.ALL GATE VALVES TO BE RESILIENT SEATED.
6.CITY OF TIGARD PERMIT IS REQUIRED FOR ALL ON-SITE
PRIVATE PLUMBING
MATCH LINE
SEE SHEET C321
J
ULY 1 1 , 2 0 1 7
JA
MES J . S C H M I T T
92406PE
EXPIRES: 06/30/24
OREGON
E N G I NEERREGISTERED PROFESS
I
O
N
A
L
STRUCTURE DATA
PROPOSED STORM CATCH BASIN
PROPOSED STORM AREA DRAIN
RECORD DRAWING
This drawing has been prepared to
reflect final field conditions. The
basis of this information is derived in
whole or in part from a combination
of:
·Contractor supplied redlines
·Observations by the engineer
·Field measurements
The stamping engineer of record
certifies this drawing is an accurate
portrayal of the final construction,
and the resulting improvements are
in conformance with the standards
of City of Tigard
05/02/2024
DIGITALLY SIGNED
2024.05.02
2.0%
2.9LF 6"1 2.0%
3.5LF 6"1
2.0%
97.5LF 6"1
2.0%
22.9LF 6"1
2.0%
77.1LF 6"1
2.0%
2.9LF 6"1 2.0%
3.5LF 6"1
2.0%
2.5LF 6"1 2.0%
93.8LF 8"6
2.0%
156.2LF 8"6
3.6%
119.9LF 8"6
SSMH 014
SSMH 024
SSMH 034
SSCO 6 3 SSCO 5 3
5 IE: 230.89
SEE SHEET C322 FOR CONTINUATION
OF SANITARY LINE
IE: 242.49 2IE: 244.902
CLEANOUT
TABLE
SSCO 5
6" CLEANOUT
RIM: 252.36
6" IE: 242.82
SSCO 6
6" CLEANOUT
RIM: 248.91
6" IE: 244.82
MANHOLE
TABLE
SSMH 01
48" MANHOLE
RIM: 243.15
8" IE IN (N): 235.42
8" IE OUT (S): 235.22
SUMP: 235.22
SSMH 02
48" MANHOLE
RIM: 250.98
8" IE IN (NW): 238.74
8" IE OUT (S): 238.54
SUMP: 238.54
SSMH 03
48" MANHOLE
RIM: 257.77
6" IE IN (N): 240.82
6" IE IN (NW): 240.82
8" IE OUT (SE): 240.62
SUMP: 240.62 C321
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19552
SDR2021-00006
JJS,SRC,JGW
AJM,CKW
2S110DB01500
P:
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&
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A
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P
L
A
N
.
D
W
G
3J PROJECT #
LAND USE #
DESIGNED BY
CHECKED BY
TAX LOT(S)
SHEET NUMBER
PROJECT INFORMATION
CI
V
I
L
E
N
G
I
N
E
E
R
I
N
G
WA
T
E
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R
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S
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C
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S
CO
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N
I
T
Y
P
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A
N
N
I
N
G
96
0
0
S
W
N
I
M
B
U
S
A
V
E
.
,
S
U
I
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E
1
0
0
;
B
E
A
V
E
R
T
O
N
,
O
R
9
7
0
0
8
LEGEND
PROJECT BOUNDARY
RIGHT-OF-WAY CENTERLINE
EASEMENT LINE
EXISTING ADJACENT PROPERTY LINE
RIGHT-OF-WAY LINE
PROPOSED STORM PIPE
PROPOSED SANITARY PIPE
PROPOSED WATER PIPE
PROPOSED FIRE SPRINKLER PIPE
PROPOSED STORM CATCH BASIN
PIPE CAP / STUB
LINE CONTINUATION
PROPOSED HYDRANT
PROPOSED VALVE
FIRE DPT. CONNECTION
PROPOSED SEWER MANHOLE
PROPOSED STORM MANHOLE
PROPOSED SEWER CLEANOUT
PROPOSED STORM CLEANOUTPROPOSED FRENCH DRAIN
PROPOSED TRENCH DRAIN
MATCH LINE
SEE SHEET C320
SANITARY SEWER KEY NOTES
INSTALL ASTM D3034 PVC (SDR35) SANITARY PIPE TO THE SIZE, ALIGNMENT,
LENGTH AND SLOPE SHOWN ON THIS SHEET.
PRIVATE SANITARY CONNECTION TO BUILDING. INVERTS PER PLAN.
INSTALL PRIVATE CLEANOUT PER DETAIL 2 ON SHEET C430. SEE
STRUCTURE TABLE ON THIS SHEET FOR ELEVATION INFORMATION.
CONSTRUCT 48" STANDARD MANHOLE PER CWS DETAILS 010, 020, 030, 100,
AND 110 ON SHEET C431. SEE PROFILE ON SHEET C322 FOR ELEVATION
INFORMATION.
CORE DRILL AND CONNECT TO EXISTING PUBLIC SANITARY MANHOLE. SEE
PROFILE ON SHEET C322 FOR ELEVATION INFORMATION.
PRIVATE SANITARY LINE 'A'. SEE PROFILE ON SHEET C322 FOR SIZE,
ALIGNMENT, LENGTH, MATERIAL, AND SLOPE INFORMATION.
1
2
3
4
5
6
J
ULY 1 1 , 2 0 1 7
JA
MES J . S C H M I T T
92406PE
EXPIRES: 06/30/24
OREGON
E N G I NEERREGISTERED PROFESS
I
O
N
A
L
STRUCTURE DATA
N
E
W
S
NW 1/4 SE 1/4 OF SECTION 10, T.2S., R.1W. W.M.,
WASHINGTON COUNTY, OREGON
Know what's below.
Call before you dig.
SCALE: 1" =
0
20'
20'40'
PROPOSED STORM AREA DRAIN
RECORD DRAWING
This drawing has been prepared to
reflect final field conditions. The
basis of this information is derived in
whole or in part from a combination
of:
·Contractor supplied redlines
·Observations by the engineer
·Field measurements
The stamping engineer of record
certifies this drawing is an accurate
portrayal of the final construction,
and the resulting improvements are
in conformance with the standards
of City of Tigard
05/02/2024
DIGITALLY SIGNED
2024.05.02
(STA: 0+75 - STA: 5+25)
SCALE: 1" = 20' H; 1" = 5' V
SANITARY LINE 'A' PROFILE
220
225
230
235
240
245
250
255
260
265
270
275
220
225
230
235
240
245
250
255
260
265
270
275
0+
7
5
1+
0
0
1+
5
0
2+
0
0
2+
5
0
3+
0
0
3+
5
0
4+
0
0
4+
5
0
5+
0
0
5+
2
5
FINISHED GRADE
OVER PIPE
CENTERLINE
EXISTING GRADE OVER
PIPE CENTERLINE
119.9LF 8" @
3
.
6
1
%
ASTM D3034
P
V
C
(
S
D
R
3
5
)
156.2LF 8" @ 2.00%
ASTM D3034 PVC (SD
R
3
5
)
93.8LF 8" @ 2.00%
ASTM D3034 PVC (SD
R
3
5
)
40.
0
L
F
6
"
@
2
9
.
5
5
%
AS
T
M
D
3
0
3
4
P
V
C
(
S
D
R
3
5
)
SUMP: 230.62
IE 8" IN (N) 230.89
IE 6" IN (NW) 230.89
IE 8" OUT (E) 230.62
RIM: 236.54
STA 1+03.0 =
EXISTING MANHOLE
COT MH# SS10D071
CLASS "B" BEDDING AND BACKFILL PER CWS STD. DWG. 590 ON SHEET C432.
SUMP: 235.22
IE 8" IN (N) 235.42
IE 8" OUT (S) 235.22
RIM: 243.15
STA 2+22.9 =
48" MANHOLE
SSMH 01
SUMP: 238.54
IE 8" IN (NW) 238.74
IE 8" OUT (S) 238.54
RIM: 250.98
STA 3+79.1 =
48" MANHOLE
SSMH 02
SUMP: 240.62
IE 6" IN (N) 240.82
IE 6" IN (NW) 240.82
IE 8" OUT (SE) 240.62
RIM: 257.77
STA 4+72.8 =
48" MANHOLE
SSMH 03
SSCO 1
6" CLEANOUT
STA: 5+12.8
SANITARY LINE 'A'
RIM: 263.54
IE 6": 252.63
EXISTING STORM PIPE
POTHOLE PRIOR TO
ORDERING PARTS
EXISTING STORM PIPE
POTHOLE PRIOR TO
ORDERING PARTS
(NEW)
RESURFACING WITH 1' T-CUT PER DWG. 180 ON SHEET C432 AND DETAIL 14 "HMAC PAVING" ON SHEET C412.
RESURFACING WITH 1' T-CUT
PER DWG. 180 AND 182 (LOCAL
STREETS) ON SHEET C432.
CURB AND GUTTER TO BE REPLACED
PER DETAIL 126 ON SHEET C420.
SIDEWALK TO BE REPLACED
PER DETAIL 120 ON SHEET C420.
1+
0
0
2+00
3+00
4+0
0
5+00
COT MH# SS10D071
SSMH 01
SSMH 02
SSMH 03
15.0' PROPOSED
SANITARY SEWER
EASEMENT
EXISTING 15.0' SANITARY SEWER
EASEMENT (PER PARTITION PLAT
NO. 2005-057)
SW
N
A
E
V
E
S
T
EXISTING STRUCTURE
TO REMAIN
EXISTING TRENCH
DRAIN TO REMAIN
OR BE REPLACED
EXISTING
CURB TO BE
REPLACED
EXISTING 6" PVC CHURCH
SANITARY LATERAL
CONNECTED TO NEW
8"X6" WYE W/ 6" FERNCO
8"X6" WYE INSTALLED IN
NEW MAIN FOR EX CHURCH
6" PVC SAN LATERAL
APPROX LOC
EX SS CO
APPROX LOC
EX SS CO
C322
P
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19552
SDR2021-00006
JJS,SRC,JGW
AJM,CKW
2S110DB01500
3J PROJECT #
LAND USE #
DESIGNED BY
CHECKED BY
TAX LOT(S)
SHEET NUMBER
PROJECT INFORMATION
CI
V
I
L
E
N
G
I
N
E
E
R
I
N
G
WA
T
E
R
R
E
S
O
U
R
C
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S
CO
M
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N
I
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Y
P
L
A
N
N
I
N
G
96
0
0
S
W
N
I
M
B
U
S
A
V
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.
,
S
U
I
T
E
1
0
0
;
B
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A
V
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T
O
N
,
O
R
9
7
0
0
8
LEGEND
PROJECT BOUNDARY
RIGHT-OF-WAY CENTERLINE
EASEMENT LINE
EXISTING ADJACENT PROPERTY LINE
RIGHT-OF-WAY LINE
EXISTING STORM PIPE
PROPOSED SANITARY PIPE
PROPOSED SEWER MANHOLE
EXISTING STORM MANHOLE
PROPOSED SEWER CLEANOUT
PROPOSED STORM CLEANOUT
EXISTING CATCH BASIN
N
E
W
S
Know what's below.
Call before you dig.
SCALE: 1" =
0
20'
20'40'
SANITARY LINE 'A' PLAN
(STA:0+75 - STA: 5+00)
SCALE: 1" = 20'
EXISTING SEWER MANHOLE
EXISTING CURB
J
ULY 1 1 , 2 0 1 7
JA
MES J . S C H M I T T
92406PE
EXPIRES: 06/30/24
OREGON
E N G I NEERREGISTERED PROFESS
I
O
N
A
L
RECORD DRAWING
This drawing has been prepared to
reflect final field conditions. The
basis of this information is derived in
whole or in part from a combination
of:
·Contractor supplied redlines
·Observations by the engineer
·Field measurements
The stamping engineer of record
certifies this drawing is an accurate
portrayal of the final construction,
and the resulting improvements are
in conformance with the standards
of City of Tigard
05/02/2024
DIGITALLY SIGNED
2024.05.02
181+00
182+00183+00
0+80
1+00
2+00
182+00183+00
STA: 183+56.4
OFF: 40.0' L
STORM LINE 'A'
STORM LINE 'A'234
23
6
23
8
24
0
24
2
EX. CONC. DITCH INLET
S15°36'19"W
HIGHWAY 99 TOP BACK OF CURB
182+00183+00
181+00182+00183+00
ONSITE CONSTRUCTION TO
BE COMPLETED UNDER
SEPARATE PERMIT
S15°36'19"W
3
4
2
5
6
7
8
9
CURB RETURN ADA RAMP
GRADING DETAIL 'A'
SEE SHEET C402
8
12
(STA: 181+00 - STA: 183+50)
SCALE: 1" = 20' H; 1" = 5' V
HIGHWAY 99 TOP BACK OF CURB PROFILE
230
235
240
245
250
230
235
240
245
250
18
1
+
0
0
18
1
+
5
0
18
2
+
0
0
18
2
+
5
0
18
3
+
0
0
18
3
+
5
0
END IMPROVEMENTS
STA: 183+46.4
EL: 232.93
6.7%
3.7%
3.8%
3.9%
4.3%
4.5%
ST
A
:
1
8
3
+
2
9
.
6
EL
:
2
3
4
.
0
6
ST
A
:
1
8
3
+
0
0
.
0
EL
:
2
3
5
.
1
6
ST
A
:
1
8
2
+
5
0
.
0
EL
:
2
3
7
.
0
5
ST
A
:
1
8
2
+
0
0
.
0
EL
:
2
3
9
.
0
2
ST
A
:
1
8
1
+
5
0
.
0
EL
:
2
4
1
.
1
7
ST
A
:
1
8
1
+
0
0
.
0
EL
:
2
4
3
.
4
2
EXISTING GRADE AT
TOP BACK OF CURB
(STA: 0+80 - STA: 3+00)
SCALE: 1" = 20' H; 1" = 5' V
STORM LINE 'A' PROFILE
220
225
230
235
240
245
250
255
260
220
225
230
235
240
245
250
255
260
0+
8
0
1+
0
0
1+
5
0
2+
0
0
2+
5
0
3+
0
0
EXISTING GRADE AT
PIPE CENTERLINE
PROPOSED GRADE
AT PIPE CENTERLINE
BEDDING AND CLASS "A" BACKFILL
PER ODOT STD. DWG. RD300 ON SHEET C406
ODOT ROW BOUNDARY
EXISTING FIRE
HYDRANT LATERAL
SUMP: 232.74
IE 12" IN (NE) 232.94
IE 12" IN (E) 232.94
IE 12" OUT (S) 232.74
RIM: 244.32
STA 2+31.6 =
48" STANDARD MANHOLE
SDMH 01
SUMP: 231.88
IE 12" IN (N) 232.08
IE 12" OUT (S) 231.88
RIM: 236.57
STA 1+00.0 =
EXISTING CATCH BASIN
EXTG. CB
131.6LF 12" @ 0.50%
ASTM D3034 PVC (SDR35)
98.4
L
F
1
2
"
@
1
6
.
8
6
%
AST
M
D
3
0
3
4
P
V
C
(
S
D
R
3
5
)
EXISTING STORM PIPE
14.7'
℄
99W FRONTAGE IMPROVEMENTS
STA 181+09.0 TO 183+46.4
16.8' TRAVEL WIDTH
R/W
8.0' S/W
40.0' HALF R/W
0.5'
CURB
VARIES 1.5%20%
EXISTING 24" CURB AND GUTTER
PER STD. DWG. RD700
EXISTING PAVEMENT
SIDEWALK PER STD. DWG. RD720
AND RD722 ON SHEET C403
6.0' MULTIPLE
USE EASEMENT
EXISTING DITCH
C400
P
A
C
I
F
I
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A
P
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19552
SDR2021-00006
JJS,SRC,JGW
AJM,CKW
2S110DB01500
P:
\
1
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5
5
2
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3J PROJECT #
LAND USE #
DESIGNED BY
CHECKED BY
TAX LOT(S)
SHEET NUMBER
PROJECT INFORMATION
CI
V
I
L
E
N
G
I
N
E
E
R
I
N
G
WA
T
E
R
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S
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A
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96
0
0
S
W
N
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B
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S
A
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.
,
S
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1
0
0
;
B
E
A
V
E
R
T
O
N
,
O
R
9
7
0
0
8
HIGHWAY 99 PLAN
(STA:181+00 - STA: 183+50)
SCALE: 1" = 20'
N
E
W
S
SCALE: 1" =
0
FT
20'
20'40'
CONSTRUCTION KEY NOTES
CONSTRUCT STORM MANHOLE PER DETAIL 010 ON SHEET C406. SEE INVERT INFORMATION
ON STORM LINE A PROFILE, THIS SHEET.
CONSTRUCT STORM SEWER PIPE WITH CLASS A BACKFILL PER DETAIL 590 ON SHEET
C406. SEE ELEVATION INFORMATION ON STORM LINE A PROFILE, THIS SHEET.
CORE DRILL AND CONNECT STORM PIPE TO EXISTING STRUCTURE
CONSTRUCT NEW CURB RETURN AND COMBINATION CURB RAMP PER SHEET C402.
EXISTING DITCH TO REMAIN BEYOND PROJECT BOUNDARY
INSTALL EXISTING 29"x63" SIGN "BEEF BEND RD NEXT SIGNAL" AND EXISTING 29"x41" SIGN
"WRONG WAY" AT NEW LOCATION. INSTALL ON 2-1/2"x2-1/2" PSST (12 GA.) SIGN POST AND
ANCHOR BASE FOUNDATION PER ODOT STD. DWG. TM200, TM676, TM681, AND TM687 ON
SHEETS C404, AND OSSC 00905, 00920, 00930, AND 00940. PROTECT NEW SIGN LOCATION.
ADJUST RIM OF EXISTING STRUCTURE TO FINISHED GRADE.
PROTECT EXISTING SIGNAGE TO REMAIN.
PROTECT EXISTING BIKE LANE STRIPING TO REMAIN. IF STRIPING IS REMOVED OR
DAMAGED BY CONSTRUCTION, REPLACE STRIPING.
INSTALL 4" UNDERGROUND PRIMARY PGE CONDUIT WITH A MINIMUM 30" OF COVER.
CONDUIT TO BE INSTALLED 3' BEHIND BACK OF SIDEWALK AND MAINTAIN 12" MINIMUM
SEPARATION FROM OTHER UTILITIES. INSTALL MARKING TAPE 12" ABOVE THE CONDUIT.
INSTALLATION TO MEET ALL REQUIREMENTS STATED IN THE PGE ELECTRICAL SERVICE
REQUIREMENTS BOOK DATED JUNE 2022.
1
2
3
4
5
6
7
8
9
12
PROJECT BOUNDARY
RIGHT-OF-WAY CENTERLINE
EASEMENT LINE
RIGHT-OF-WAY LINE
LEGEND
EXISTING CURB
PROPOSED STORM PIPE
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR108
110
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED UNDERGROUND POWER
PROPOSED SETBACK
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C4
0
1
J
ULY 1 1 , 2 0 1 7
JA
MES J . S C H M I T T
92406PE
EXPIRES: 06/30/24
OREGON
E N G I NEERREGISTERED PROFESS
I
O
N
A
L
RECORD DRAWING
This drawing has been prepared to
reflect final field conditions. The
basis of this information is derived in
whole or in part from a combination
of:
·Contractor supplied redlines
·Observations by the engineer
·Field measurements
The stamping engineer of record
certifies this drawing is an accurate
portrayal of the final construction,
and the resulting improvements are
in conformance with the standards
of City of Tigard
05/02/2024
DIGITALLY SIGNED
2024.05.02
DC
D
A
178+00179+00180+00
3+0
0
178+00179+00180+00181+00
ONSITE CONSTRUCTION TO
BE COMPLETED UNDER
SEPARATE PERMIT
24
4
25
4
258
HIGHWAY 99 TOP BACK OF CURB
178+00179+00180+00
181+00
178+00179+00180+00
EMERGENCY ACCESS
GRADING DETAIL 'C'
SEE SHEET C403
ONSITE CONSTRUCTION TO
BE COMPLETED UNDER
SEPARATE PERMIT
PEDESTRIAN ACCESS
GRADING DETAIL 'B'
SEE SHEET C403
S15°36'19"W
2
3
6
7
5
5
1
260
262
2
6
6
258
248
248
246
8 8
4
4
FIRE ACCESS GATE
(SEE ON-SITE PLANS)
9
6
10
11
11
FIRE TRUCK
WHEEL PATH
FIRE TRUCK
BODY PATH
FIRE TRUCK
BODY OFFSET
12
13
(STA: 178+40 - STA: 181+00)
SCALE: 1" = 20' H; 1" = 5' V
HIGHWAY 99 TOP BACK OF CURB PROFILE
240
245
250
255
260
240
245
250
255
260
17
8
+
4
0
17
8
+
5
0
17
9
+
0
0
17
9
+
5
0
18
0
+
0
0
18
0
+
5
0
18
1
+
0
0
4.0%
4.3%
5.2%
5.6%
6.5%
ST
A
:
1
8
1
+
0
0
.
0
EL
:
2
4
3
.
4
2
ST
A
:
1
8
0
+
5
0
.
0
EL
:
2
4
5
.
4
2
ST
A
:
1
8
0
+
0
0
.
0
EL
:
2
4
7
.
5
7
ST
A
:
1
7
9
+
5
0
.
0
EL
:
2
5
0
.
1
5
ST
A
:
1
7
8
+
5
0
.
0
EL
:
2
5
6
.
2
7
BEGIN IMPROVEMENTS
STA: 178+46.7
EL: 256.45
ST
A
:
1
7
8
+
6
4
.
2
EL
:
2
5
5
.
2
8
ST
A
:
1
7
8
+
7
0
.
7
EL
:
2
5
4
.
3
9
ST
A
:
1
7
9
+
0
3
.
2
EL
:
2
5
2
.
3
6
ST
A
:
1
7
9
+
0
9
.
7
EL
:
2
5
2
.
3
7
EXISTING GRADE AT
TOP BACK OF CURB
BEDDING AND CLASS "B" BACKFILL PER
ODOT STD. DWG. RD300 ON SHEET C406
27.1LF 8" @ 12.92%
ASTM D3034 PVC (SDR35)
EXISTING STORM PIPE
EXISTING STORM PIPE
SUMP: 247.09
IE 8" IN (SE) 247.29
IE 12" IN (NE) 247.29
IE 12" OUT (S) 247.09
RIM: 253.06
STA 178+89.3 =
EX. CATCH BASIN
SDCB 09
SUMP: 250.79
IE 8" OUT (NW) 250.79
RIM: 255.03
STA 178+94.5 =
FILTERED CATCH BASIN
SDCB 08
14.7'
℄
99W FRONTAGE IMPROVEMENTS
STA 179+30.7 TO 181+09.0
16.8' TRAVEL WIDTH
R/W
8.0' S/W
40.0' HALF R/W
0.5'
CURB
VARIES 1.5%
SLOPE VARIES
10% TO 50%
EXISTING 24" CURB AND GUTTER
PER STD. DWG. RD700
EXISTING PAVEMENT
SIDEWALK PER STD. DWG. RD720
AND RD722 ON SHEET C403
6.0' MULTIPLE
USE EASEMENT
14.7'
℄
99W FRONTAGE IMPROVEMENTS
STA 178+59.4 TO 179+30.7
16.8' TRAVEL WIDTH
R/W
8.0' S/W
40.0' HALF R/W
0.5'
CURB
VARIES 1.5%
SLOPE VARIES
1.5% TO 50%
PROPOSED 24" CURB AND GUTTER
PER STD. DWG. RD700
GRIND AND OVERLAY PAVEMENT TO BIKE STRIPE
SIDEWALK PER STD. DWG. RD720
AND RD722 ON SHEET C403
6.0' MULTIPLE
USE EASEMENT
VARIES 10.0' TO 12.0'
C401
P
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I
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Y
D
E
V
E
L
O
P
M
E
N
T
TI
G
A
R
D
,
O
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E
G
O
N
JT
S
C
,
L
L
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HW
Y
9
9
P
L
A
N
&
P
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O
F
I
L
E
I
I
19552
SDR2021-00006
JJS,SRC,JGW
AJM,CKW
2S110DB01500
P:
\
1
9
5
5
2
-
P
A
C
I
F
I
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A
P
A
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S
\
C
A
D
\
C
D
\
1
9
5
5
2
-
O
D
O
T
.
D
W
G
3J PROJECT #
LAND USE #
DESIGNED BY
CHECKED BY
TAX LOT(S)
SHEET NUMBER
PROJECT INFORMATION
CI
V
I
L
E
N
G
I
N
E
E
R
I
N
G
WA
T
E
R
R
E
S
O
U
R
C
E
S
CO
M
M
U
N
I
T
Y
P
L
A
N
N
I
N
G
96
0
0
S
W
N
I
M
B
U
S
A
V
E
.
,
S
U
I
T
E
1
0
0
;
B
E
A
V
E
R
T
O
N
,
O
R
9
7
0
0
8
CONSTRUCTION KEY NOTES
CONSTRUCT STORM MANHOLE PER DETAIL 010 ON SHEET C406. SEE INVERT
INFORMATION ON STORM LINE A PROFILE, THIS SHEET.
CONSTRUCT "OPTION D" DRIVEWAY. SEE DETAIL RD 730 ON SHEET C404. FOR GRADING
DETAILS, SEE SHEET C403.
INSTALL GRASSTONE PAD OR EQUIVALENT PER SECTION, SHEET C404. FOR GRADING
DETAILS, SEE SHEET C403.
ADJUST RIM OF EXISTING STRUCTURE TO FINISHED GRADE. FOR GRADING DETAILS, SEE
SHEET C403.
EXTEND SIDEWALK FROM SITE TO PROPOSED ODOT SIDEWALK.
MATCH EXISTING SIDEWALK GRADE AND END OF DRIVEWAY. CONSTRUCTION 5.0' LONG
TRANSITION TO MATCH EXISTING WIDTH
REPLACE SIDEWALK PANELS IMPACTED BY UTILITY INSTALLATION PER STD. DWG. RD720
AND RD722 ON SHEET C404. MATCH EXISTING WIDTH AND GRADE.
PROTECT EXISTING ASPHALT TO REMAIN. ASPHALT DAMAGED SHALL BE REPAIRED OR
REPLACED TO ODOT STANDARDS TO FOG LINE.
INSTALL EXISTING 36"x36" SIGN "DO NOT ENTER" AT NEW LOCATION. INSTALL ON
2-1/2"x2-1/2" PSST (12 GA.) SIGN POST AND ANCHOR BASE FOUNDATION PER ODOT STD.
DWG. TM200, TM676, TM681, AND TM687 ON SHEETS C404, AND OSSC 00905, 00920, 00930,
AND 00940. PROTECT NEW SIGN LOCATION.
EXISTING DETECTION LOOP TO REMAIN AND BE PROTECTED IN PLACE.
EXISTING STRIPING TO REMAIN AND BE PROTECTED IN PLACE.
INSTALL 4" UNDERGROUND PRIMARY PGE CONDUIT WITH A MINIMUM 30" OF COVER.
CONDUIT TO BE INSTALLED 3' BEHIND BACK OF SIDEWALK AND MAINTAIN 12" MINIMUM
SEPARATION FROM OTHER UTILITIES. INSTALL MARKING TAPE 12" ABOVE THE CONDUIT.
INSTALLATION TO MEET ALL REQUIREMENTS STATED IN THE PGE ELECTRICAL SERVICE
REQUIREMENTS BOOK DATED JUNE 2022.
INSTALL PGE 577 VAULT PER DETAIL ON SHEET C406. INSTALLATION TO MEET ALL
REQUIREMENTS STATED IN THE PGE ELECTRICAL SERVICE REQUIREMENTS BOOK DATED
JUNE 2022.
1
2
3
4
5
6
7
8
9
10
11
12
13
HIGHWAY 99W PLAN
(STA:178+00 - STA: 180+00)
SCALE: 1" = 20'
N
E
W
S
SCALE: 1" =
0
FT
20'
20'40'
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C4
0
0
J
ULY 1 1 , 2 0 1 7
JA
MES J . S C H M I T T
92406PE
EXPIRES: 06/30/24
OREGON
E N G I NEERREGISTERED PROFESS
I
O
N
A
L
RECORD DRAWING
This drawing has been prepared to
reflect final field conditions. The
basis of this information is derived in
whole or in part from a combination
of:
·Contractor supplied redlines
·Observations by the engineer
·Field measurements
The stamping engineer of record
certifies this drawing is an accurate
portrayal of the final construction,
and the resulting improvements are
in conformance with the standards
of City of Tigard
05/02/2024
DIGITALLY SIGNED
2024.05.02
1.5
%
5.0
'
1.
5
%
5.
5
'
7.
5
%
4.
6
'
7.
5
%
4.
6
'
1.
5
%
5.
5
'
1
.
5
%
5
.
5
'
0.
1
%
5.
2
'
1.5
%5.0
'
2.8
%
7.0
'
1.9
%
6.1
'
5.0'
6.7'
1.
5
%
8.
0
'
3.0%
5.8'
4.0%
4.2'
0+901+00
1+
5
0
BP
:
0
+
9
0
.
0
PC: 1+00.0
PT: 1+40.3
EP: 1+
5
0
.
0
CR01
L40.3'
Δ=77.0614
R=30.000
1.5
%
5.0
'
3
%
3%
MATCH
EXISTING
16.0'
17.0'
MATCH
EXISTING
MATCH
EXISTING
MATCH
EXISTING 4.0
%
5.
7
'
77°3'41"'
RA
D
=
3
0
'
RAD =
3
0
'
PRESERVE OR REPLACE
EXISTING PROPERTY MONUMENT
0.
1
%
2.
3
'
1
.
5
%
2
.
8
'
L 1 9 .7 'R 2 5 .0 '
8 .5 %
L 8 .6 'R 2 9 .5 '
6 .5 %
L 8 .7 'R 3 0 .0 '
6 .4 %
2
4
5
7
8
10
11
12
14
15
1718
19
20
6
21
1
13
16
COLD PLANE PAVEMENT REMOVAL, 2" DEPTH
PER OSSC 00620
ACP WEARING COURSE, LEVEL 3, 1/2", MATCH EXISTING GRADE
PER OSSC 00744
MATCH
EXISTING
L 1 4 .3 'R 2 9 .5 '
1 0 .0 %
8.1
%13
.
4
'
6.6'
1.8%
L 1 4 .6 'R 3 0 .0 '
6 .4 %
9
3
L 1 5 .0 'R 1 9 .5 '
1 1 .3 %
CR01 DATA TABLE
#
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
TYPE
FL
FL
FL
FL
FL
FL
TBC
TBC
TBC
FC
FC
TBC
C
C
C
C
C
C
C
C
C
STA.
1+00.00
1+05.90
1+14.62
1+29.22
1+34.31
1+40.06
1+00.00
1+05.90
1+14.62
1+29.22
1+34.31
1+40.09
1+05.90
1+28.74
1+34.78
1+41.10
1+00.00
1+05.91
1+27.89
1+35.63
1+43.36
OFF.
0.04 R
0.00
0.00
0.00
0.00
0.07 R
0.53 L
0.50 L
0.50 L
0.50 L
0.50 L
0.56 L
3.32 L
5.10 L
5.10 L
2.64 L
8.53 L
8.83 L
10.57 L
10.57 L
7.33 L
ELEV.
233.71
233.50
232.94
232.01
231.93
231.70
234.17
234.00
233.44
232.01
231.93
232.16
234.04
232.35
232.28
232.16
234.29
234.12
232.43
232.36
232.17
C402
P
A
C
I
F
I
C
R
I
D
G
E
A
P
A
R
T
M
E
N
T
S
M
U
L
T
I
-
F
A
M
I
L
Y
D
E
V
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L
O
P
M
E
N
T
TI
G
A
R
D
,
O
R
E
G
O
N
JT
S
C
,
L
L
C
HW
Y
9
9
C
U
R
B
R
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R
A
D
I
N
G
D
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T
A
I
L
19552
SDR2021-00006
JJS,SRC,JGW
AJM,CKW
2S110DB01500
P:
\
1
9
5
5
2
-
P
A
C
I
F
I
C
R
I
D
G
E
A
P
A
R
T
M
E
N
T
S
\
C
A
D
\
C
D
\
1
9
5
5
2
-
O
D
O
T
A
D
A
.
D
W
G
3J PROJECT #
LAND USE #
DESIGNED BY
CHECKED BY
TAX LOT(S)
SHEET NUMBER
PROJECT INFORMATION
CI
V
I
L
E
N
G
I
N
E
E
R
I
N
G
WA
T
E
R
R
E
S
O
U
R
C
E
S
CO
M
M
U
N
I
T
Y
P
L
A
N
N
I
N
G
96
0
0
S
W
N
I
M
B
U
S
A
V
E
.
,
S
U
I
T
E
1
0
0
;
B
E
A
V
E
R
T
O
N
,
O
R
9
7
0
0
8
CURB RETURN ADA RAMP
HIGHWAY 99 GRADING DETAIL 'A'N
E
W
S
SCALE: 1" =
0
FT
5'
5'
J
ULY 1 1 , 2 0 1 7
JA
MES J . S C H M I T T
92406PE
EXPIRES: 06/30/24
OREGON
E N G I NEERREGISTERED PROFESS
I
O
N
A
L
RAMP ITEM VALUES
RAMP
RUN 1
RUNNING SLOPE 7.5%
CROSS SLOPE 1.5%
GUTTER FLOW SLOPE 1.5%
COUNTER SLOPE 3.0%
RAMP LENGTH 4.6'
RAMP
RUN 2
RUNNING SLOPE 2.8%
CROSS SLOPE 1.5%
RAMP LENGTH 7.0'
RAMP
RUN 3
RUNNING SLOPE 11.3%
CROSS SLOPE 1.5%
RAMP LENGTH 15.0'
TURNING
SPACE
WIDTH X 5.0'
LENGTH Y 5.5'
SLOPE X 1.5%
SLOPE Y 1.5%
LEGEND
PROPOSED CONCRETE
TRUNCATED DOME DETECTABLE
WARNING SURFACE
SLOPE 1.5% MAX.
(MAX. 2.0% FINISHED SURFACE SLOPE)
(NORMAL SIDEWALK CROSS SLOPE)
SLOPE 7.5% MAX.
(MAX. 8.3% FINISHED SURFACE SLOPE)
(RAMP LENGTH 15' MAX., MEASURED
ALONG FINISHED SURFACE SLOPE)
ABBREVIATIONS
C CONCRETE
EX.EXISTING
ELEV ELEVATION
FC FLUSH CURB
FL FLOW LINE
L LENGTH
OFF OFFSET (FROM CR01)
R RADIUS
STA STATION (ALONG CR01)
TBC TOP BACK OF CURB
GENERAL NOTES
1.SLOPES HOLD OVER ELEVATIONS
2.MAXIMUM CROSS SLOPE CHANGE ON
RAMP 0.5% PER FOOT
3.REFER TO ODOT STD. DWG. RD902,
AND RD932 (OPTION CC-2) FOR CURB
RAMP DETAILS.
4.REFER TO ODOT STD. DWG. RD700
FOR CURB AND GUTTER DETAILS.
5.REFER TO ODOT STD. DWG. RD720
FOR CONCRETE SIDEWALK DETAILS.
?STATION, OFFSET, AND ELEVATION POINT
TURNING SPACE - MINIMUM 4' X 4'
4' X 5' WHEN CONSTRAINED (WITH LONGER
DIMENSION IN DIRECTION OF PEDESTRIAN
STREET CROSSING). FOR THE PURPOSES
OF THIS APPLICATION, A MAX 2.0%
FINISHED SURFACE SLOPE (FOR
DRAINAGE) IS CONSIDERED LEVEL.
RECORD DRAWING
This drawing has been prepared to
reflect final field conditions. The
basis of this information is derived in
whole or in part from a combination
of:
·Contractor supplied redlines
·Observations by the engineer
·Field measurements
The stamping engineer of record
certifies this drawing is an accurate
portrayal of the final construction,
and the resulting improvements are
in conformance with the standards
of City of Tigard
05/02/2024
DIGITALLY SIGNED
2024.05.02
DC
D
A
6.2%
10.0'
1.
5
%
8.
0
'
1.
5
%
4.
0
'
12
.
0
%
4.
0
'
1.
5
%
4.
0
'
12
.
0
%
4.
0
'
8.0%
14.0'
8.2%
7.0'
6.4%
26.0'
6.4%
26.0'
7.9%
9.0'
5.5%
7.0'
1.5%
5.0'
5.7%
10.0'
5.7%
10.0'
0.3%
7.0'
1.
5
%
8.
0
'
1.
5
%
8.
0
'
0.
6
%
5.
5
'
5.2%
10.3'
1.5%
5.0'
4.
0
%
10
.
0
'
4.
0
%
10
.
0
'
13.6%
7.0'
3.
5
%
4.
8
'
3.
5
%
4.
8
'
1.5%
5.0'BC:256.44
BC:254.77
C:251.86
TC:251.74
FL:251.86
C:252.43 C:252.51
C:252.91
C:252.83
C:253.00
C:253.07
C:253.22
C:253.16
TC:252.31
FC:252.29
FC:252.67
C:254.89
C:254.83
FC:254.35
FC:255.31
C:256.00
TC:255.88
(256.53)
(256.50)
FL:251.29
FL:252.22 FL:252.61
FL:254.28 FL:254.74 FL:255.17
TC:256.94
TC:255.26
10
.
5
%
14
.
8
'
10
.
5
%
14
.
8
'
C:252.41
1.
5
%
6.
6
'
8.0%
9.4'
1.9%
5.2'
1.5%
5.0'
4.
5
%
5.
0
'
1.5%
5.0'
4.
5
%
5.
0
'
C:244.94
C:244.87
C:245.09 C:245.17
1.5%
5.0'
C:245.54
C:245.61
4.
6
%
9.
7
'
4.
6
%
9.
7
'
1.5%
5.0'
5.9%
5.0'
5.9%
5.0'
3.7%
5.0'
3.7%
5.0'
1.
5
%
4.
0
'
1.
5
%
4.
0
'
1.
5
%
4.
0
'
1.
5
%
4.
0
'
1.
3
%
4.
0
'
1.
5
%
4.
0
'
C:245.24
C:245.18
TC:245.12TC:244.93
C:244.81
TC:244.75
C:244.88
14.7'
℄
99W FRONTAGE IMPROVEMENTS
STA 178+70.7 TO 178+96.7
16.8' TRAVEL WIDTH
R/W
8.0' DRIVEWAY
40.0' HALF R/W
0.5'
CURB
VARIES 1.5%
10.5%
PROPOSED 24" CURB AND GUTTER
WITH FLUSH CURB PER STD. DWG. RD730
GRIND AND OVERLAY PAVEMENT TO BIKE STRIPE
DRIVEWAY PER STD. DWG. RD730
OPTION D ON SHEET C403
6.0' MULTIPLE
USE EASEMENT
VARIES 10.0' TO 12.0'
12%
C403
P
A
C
I
F
I
C
R
I
D
G
E
A
P
A
R
T
M
E
N
T
S
M
U
L
T
I
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F
A
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I
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D
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V
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O
P
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TI
G
A
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D
,
O
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JT
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C
,
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Y
9
9
D
R
I
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W
A
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&
P
E
D
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D
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A
I
L
19552
SDR2021-00006
JJS,SRC,JGW
AJM,CKW
2S110DB01500
P:
\
1
9
5
5
2
-
P
A
C
I
F
I
C
R
I
D
G
E
A
P
A
R
T
M
E
N
T
S
\
C
A
D
\
C
D
\
1
9
5
5
2
-
O
D
O
T
.
D
W
G
3J PROJECT #
LAND USE #
DESIGNED BY
CHECKED BY
TAX LOT(S)
SHEET NUMBER
PROJECT INFORMATION
CI
V
I
L
E
N
G
I
N
E
E
R
I
N
G
WA
T
E
R
R
E
S
O
U
R
C
E
S
CO
M
M
U
N
I
T
Y
P
L
A
N
N
I
N
G
96
0
0
S
W
N
I
M
B
U
S
A
V
E
.
,
S
U
I
T
E
1
0
0
;
B
E
A
V
E
R
T
O
N
,
O
R
9
7
0
0
8
EMERGENCY ACCESS
HIGHWAY 99 GRADING DETAIL 'C'
N
E
W
S
SCALE: 1" =
0
FT
5'
5'
GRADING GENERAL NOTES:
1.ALL CURB EXPOSURES ARE 6" UNLESS OTHERWISE
NOTED OR DETAILED
C:XXX.XX CONCRETE EL.
R:XXX.XX RIM EL.
FC:XXX.XX TOP OF FLUSH CURB EL.
ABBREVIATIONS
TC:XXX.XX TOP OF CURB EL.
J
ULY 1 1 , 2 0 1 7
JA
MES J . S C H M I T T
92406PE
EXPIRES: 06/30/24
OREGON
E N G I NEERREGISTERED PROFESS
I
O
N
A
L
PEDESTRIAN ACCESS
HIGHWAY 99 GRADING DETAIL 'B'
N
E
W
S
SCALE: 1" =
0
FT
5'
5'
RECORD DRAWING
This drawing has been prepared to
reflect final field conditions. The
basis of this information is derived in
whole or in part from a combination
of:
·Contractor supplied redlines
·Observations by the engineer
·Field measurements
The stamping engineer of record
certifies this drawing is an accurate
portrayal of the final construction,
and the resulting improvements are
in conformance with the standards
of City of Tigard
05/02/2024
DIGITALLY SIGNED
2024.05.02
C404
P
A
C
I
F
I
C
R
I
D
G
E
A
P
A
R
T
M
E
N
T
S
M
U
L
T
I
-
F
A
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I
L
Y
D
E
V
E
L
O
P
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E
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T
TI
G
A
R
D
,
O
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G
O
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JT
S
C
,
L
L
C
HW
Y
9
9
D
E
T
A
I
L
S
I
19552
SDR2021-00006
JJS,SRC,JGW
AJM,CKW
2S110DB01500
P:
\
1
9
5
5
2
-
P
A
C
I
F
I
C
R
I
D
G
E
A
P
A
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T
M
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S
\
C
A
D
\
C
D
\
1
9
5
5
2
-
O
D
O
T
.
D
W
G
3J PROJECT #
LAND USE #
DESIGNED BY
CHECKED BY
TAX LOT(S)
SHEET NUMBER
PROJECT INFORMATION
CI
V
I
L
E
N
G
I
N
E
E
R
I
N
G
WA
T
E
R
R
E
S
O
U
R
C
E
S
CO
M
M
U
N
I
T
Y
P
L
A
N
N
I
N
G
96
0
0
S
W
N
I
M
B
U
S
A
V
E
.
,
S
U
I
T
E
1
0
0
;
B
E
A
V
E
R
T
O
N
,
O
R
9
7
0
0
8
J
ULY 1 1 , 2 0 1 7
JA
MES J . S C H M I T T
92406PE
EXPIRES: 06/30/24
OREGON
E N G I NEERREGISTERED PROFESS
I
O
N
A
L
RECORD DRAWING
This drawing has been prepared to
reflect final field conditions. The
basis of this information is derived in
whole or in part from a combination
of:
·Contractor supplied redlines
·Observations by the engineer
·Field measurements
The stamping engineer of record
certifies this drawing is an accurate
portrayal of the final construction,
and the resulting improvements are
in conformance with the standards
of City of Tigard
05/02/2024
DIGITALLY SIGNED
2024.05.02
C405
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19552
SDR2021-00006
JJS,SRC,JGW
AJM,CKW
2S110DB01500
P:
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3J PROJECT #
LAND USE #
DESIGNED BY
CHECKED BY
TAX LOT(S)
SHEET NUMBER
PROJECT INFORMATION
CI
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J
ULY 1 1 , 2 0 1 7
JA
MES J . S C H M I T T
92406PE
EXPIRES: 06/30/24
OREGON
E N G I NEERREGISTERED PROFESS
I
O
N
A
L
RECORD DRAWING
This drawing has been prepared to
reflect final field conditions. The
basis of this information is derived in
whole or in part from a combination
of:
·Contractor supplied redlines
·Observations by the engineer
·Field measurements
The stamping engineer of record
certifies this drawing is an accurate
portrayal of the final construction,
and the resulting improvements are
in conformance with the standards
of City of Tigard
05/02/2024
DIGITALLY SIGNED
2024.05.02
C406
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19552
SDR2021-00006
JJS,SRC,JGW
AJM,CKW
2S110DB01500
P:
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3J PROJECT #
LAND USE #
DESIGNED BY
CHECKED BY
TAX LOT(S)
SHEET NUMBER
PROJECT INFORMATION
CI
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9
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8
J
ULY 1 1 , 2 0 1 7
JA
MES J . S C H M I T T
92406PE
EXPIRES: 06/30/24
OREGON
E N G I NEERREGISTERED PROFESS
I
O
N
A
L
RECORD DRAWING
This drawing has been prepared to
reflect final field conditions. The
basis of this information is derived in
whole or in part from a combination
of:
·Contractor supplied redlines
·Observations by the engineer
·Field measurements
The stamping engineer of record
certifies this drawing is an accurate
portrayal of the final construction,
and the resulting improvements are
in conformance with the standards
of City of Tigard
05/02/2024
DIGITALLY SIGNED
2024.05.02
C407
P
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19552
SDR2021-00006
JJS,SRC,JGW
AJM,CKW
2S110DB01500
P:
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3J PROJECT #
LAND USE #
DESIGNED BY
CHECKED BY
TAX LOT(S)
SHEET NUMBER
PROJECT INFORMATION
CI
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9
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8
J
ULY 1 1 , 2 0 1 7
JA
MES J . S C H M I T T
92406PE
EXPIRES: 06/30/24
OREGON
E N G I NEERREGISTERED PROFESS
I
O
N
A
L
RECORD DRAWING
This drawing has been prepared to
reflect final field conditions. The
basis of this information is derived in
whole or in part from a combination
of:
·Contractor supplied redlines
·Observations by the engineer
·Field measurements
The stamping engineer of record
certifies this drawing is an accurate
portrayal of the final construction,
and the resulting improvements are
in conformance with the standards
of City of Tigard
05/02/2024
DIGITALLY SIGNED
2024.05.02
C410
P
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19552
SDR2021-00006
JJS,SRC,JGW
AJM,CKW
2S110DB01500
P:
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1
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3J PROJECT #
LAND USE #
DESIGNED BY
CHECKED BY
TAX LOT(S)
SHEET NUMBER
PROJECT INFORMATION
CI
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N
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8
DEPTH PER
PAVEMENT SECTION
A
B
B
A
SECTION A-A
SECTION B-B
WIDTH PER SITE PLAN
SLOPE 1.5% MAX 1/2" RADIUS (TYP.)
1/4" THICKNESS PREMOLDED EXPANSION JOINT FILLER SPACED @ 35' O.C.
MAX. EXTEND JOINT FILLER FULL DEPTH OF SIDEWALK
EQUAL SPACED JOINTS (TYP)
MAX WIDTH OF SIDEWALK UP TO 8'
PLAN VIEW
1 4" RADIUS TOOLED
ONLY JOINT, 12
DEPTH OF
CONCRETE SLAB
BROOMED FINISH
PERPENDICULAR TO TRAVEL
DETAIL NUMBER PRIVATE SIDEWALK
NOT TO SCALE
6
DEPTH PER
PAVEMENT SECTION
AGGREGATE BASE
DESIGN THICKNESS
NOTES:
1.SEE CONCRETE GENERAL NOTES FOR FURTHER REQUIREMENTS, DETAIL 8, THIS SHEET.
7
12"
2"
8"
2"
24"
12"
5"
9"
12"
9"
3/4" HOLE FOR REBAR (TYP.)
FILL HOLE 1/2" DEEP WITH
NON-SHRINK GROUT
#4 REBAR (TYP.)
SEE NOTE 3
NOTES:
1.EPOXY WHEEL STOP IN PLACE.
2.REBAR SHALL BE 18" MINIMUM LENGTH AND EMBEDDED INTO SURFACING BENEATH WHEEL STOP.
3.SEE CONCRETE GENERAL NOTES
DETAIL NUMBER WHEEL STOP
NOT TO SCALE
3"
5"
OPTIONAL BLOCKOUTS
FOR FORKLIFT
2
~5%~5 %
7"7"
18"18"
6" CRUSHED ROCK BASE (3/4" - 0")
OR AS DIRECTED ON PLANS.
MATCH ADJACENT ROCK SECTION, WHICHEVER IS THICKER
DETAIL NUMBER CONCRETE VALLEY GUTTER
NOT TO SCALE
9" O.C. (TYP)
NO. 4 REBAR (TYP)
6" MIN. CONCRETE
(4,000 PSI MIN)
1" RADIUS (TYP)1" RADIUS (TYP)
3" CLEAR
(TYP)
NOTES:
1.SEE CONCRETE GENERAL NOTES.
DETAIL NUMBER CONCRETE GENERAL NOTES
NOT TO SCALE
8
GENERAL
1.ALL CONCRETE WORK TO COMPLY WITH ACI 301 UNLESS OTHERWISE SPECIFIED.
CONCRETE STRENGTH
1.ALL CONCRETE TO BE 4,000 PSI TYPE IA PORTLAND CEMENT CONCRETE (28-DAY STRENGTH)
UNLESS OTHERWISE SPECIFIED. NON-VEHICLE CONCRETE CAN BE 3,300 PSI (28-DAY STRENGTH).
JOINTS
1.EXPANSION JOINTS TO BE PROVIDED AT EACH POINT OF TANGENCY, COLD JOINT, SIDE OF INLET
STRUCTURES, AND SIDE OF DRIVEWAYS.
2.MAXIMUM CONTRACTION JOINT SPACING TO BE 15'.
3.CONTRACTION JOINTS SHALL BE PROVIDED BY INSERTING A THIN, OILED STEEL SHEET INTO THE
FRESH CONCRETE TO FORCE COARSE AGGREGATE AWAY FROM THE JOINT. FOR CONCRETE
WORK ADJACENT TO CURBS, INSERT STEEL SHEETS TO HALF CURB DEPTH. REMOVE STEEL
SHEETS AFTER INITIAL SET, PRIOR TO REMOVAL OF FRONT CURB FORM.
4.ALIGN CURB JOINTS TO ADJACENT SIDEWALK OR DRIVEWAY CONCRETE SURFACE JOINTS.
5.ALL JOINTS EDGES AND SCORING TO BE TOOLED.
6.WIRE MESH SHOULD NOT CROSS A CONTRACTION JOINT.
AGGREGATE BASE
1.AGGREGATE BASE MATERIAL TO CONFORM TO SPECIFICATION OF PAVEMENT DESIGN, BY
OTHERS.
2.PROOF ROLL SUBGRADE AND BASE ROCK SECTIONS PRIOR TO PLACMENT OF CONCRETE
STRUCTURES.
8 2 3"
6"
4" AGGREGATE BASE
6"6"
1" R.12" R.
16" NOMINAL
DEPTH (TYP)
6" EXPOSURE (TYP)
SEE PLANS
6:1 CURB FACE DEFLECTION
FINISH GRADE PER PLAN
DETAIL NUMBER STANDARD CURB
NOT TO SCALE
GRADE AND MATERIAL AT
BACK OF CURB PER PLAN
1:1 TRANSITION
PAVEMENT DESIGN
AND AGGREAGATE
BASE THICKNESS
PER PLANS
NOTES:
1.SEE CONCRETE GENERAL NOTES FOR FURTHER REQUIREMENTS.
1
8 2 3"
6"
4" AGGREGATE BASE
6"6"
1" R.12" R.
16" NOMINAL
DEPTH (TYP)
6" EXPOSURE (TYP)
SEE PLANS
6:1 CURB FACE DEFLECTION
FINISH GRADE PER PLAN
DETAIL NUMBER STANDARD CURB
NOT TO SCALE
GRADE AND MATERIAL AT
BACK OF CURB PER PLAN
1:1 TRANSITION
PAVEMENT DESIGN
AND AGGREAGATE
BASE THICKNESS
PER PLANS
NOTES:
1.SEE CONCRETE GENERAL NOTES FOR FURTHER REQUIREMENTS.
4
AGGREGATE BASE
MATCH PAVEMENT SECTION
EXTEND AGGREGATE
BASE 6" BEYOND CURB
PAVEMENT
DESIGN
THICKNESS
AGGREGATE
BASE DESIGN
THICKNESS
8 2 3"
6" (TYP)
16"
NOMINAL DEPTH
(TYPICAL)
DETAIL NUMBER FLUSH CURB
NOT TO SCALE
NOTES:
1.ADJACENT ASPHALT GRADE TO BE EQUAL OR GREATER THAN FLUSH CURB GRADE.
2.SEE CONCRETE GENERAL NOTES FOR FURTHER REQUIREMENTS.
1" RADIUS (TYP)1/2" RADIUS (TYP)
GRADE & MATERIAL
AT BACK OF CURB
PER PLAN 6:1 CURB FACE
DEFLECTION (TYP)
TOP OF
PROPOSED CURB
EXPANSION JOINT
1
2" RADIUS
6"
ADJACENT GRADE
AS DESIGNED
PROJECTED GROUND LINE
AT FACE OF CURB
12" (MIN.)
2:1
DETAIL NUMBER CURB END
NOT TO SCALE
3
NOTES:
1.SEE CONCRETE GENERAL NOTES FOR FURTHER REQUIREMENTS.
AGGREGATE BASE AS
SPECIFIED PER PLANS
6"1:1 TRANSITION
1
2" RADIUS
DETAIL NUMBER THICKENED EDGE
NOT TO SCALE
5
10" MIN.
10" MIN.
3" MIN.
1:1
3.5" - LEVEL 2, 1/2", DENSE ACP
PER OSSC 00745, PG 64-22
COMPACT TO 91% OF RICE
GRAVITY PER AASHTO T-209 SEE
GEOENGINEERS GEOTECHINICAL
REPORT DATED 11/20/19
7" - 4000 PSI CONCRETE
10GA WELDED STEEL
MESHREINFORCEMENT
PLACED 2" FROM BASE OF
SECTION TRUNCATED 2"
FROM EACH LATERAL EDGE
8" AGGREGATE BASE (MAX 1"- 0")
COMPACT TO 95% MDD AASHTO T-180
SEE GEOENGINEERS GEOTECHINICAL
REPORT DATED 11/20/19
6" CRUSHED ROCK BASE (1-1/2")
COMPACT TO 95% OF MAX DENSITY
PER ASTM D-1557 SEE
GEOENGINEERS GEOTECHINICAL
REPORT DATED 11/20/19SUBGRADE COMPACT TO 92% OF
MAX DENSITY PER ASTM D-1557 SEE
GEOENGINEERS GEOTECHINICAL
REPORT DATED 11/20/19
J
ULY 1 1 , 2 0 1 7
JA
MES J . S C H M I T T
92406PE
EXPIRES: 06/30/24
OREGON
E N G I NEERREGISTERED PROFESS
I
O
N
A
L
RECORD DRAWING
This drawing has been prepared to
reflect final field conditions. The
basis of this information is derived in
whole or in part from a combination
of:
·Contractor supplied redlines
·Observations by the engineer
·Field measurements
The stamping engineer of record
certifies this drawing is an accurate
portrayal of the final construction,
and the resulting improvements are
in conformance with the standards
of City of Tigard
05/02/2024
DIGITALLY SIGNED
2024.05.02
24'
28"
3" STRIPE WHITE
STANDARD
ADA SYMBOL
C411
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19552
SDR2021-00006
JJS,SRC,JGW
AJM,CKW
2S110DB01500
P:
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1
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5
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3J PROJECT #
LAND USE #
DESIGNED BY
CHECKED BY
TAX LOT(S)
SHEET NUMBER
PROJECT INFORMATION
CI
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8
ADA
ADA SYMBOL (WHITE)
PSST COUPLER
CORNER BOLTSET SCREW
BOLT
ADAPTER
ANCHOR
± 1
4"
CONCRETE FOOTING
6" MIN.
FINISH
GRADE
A B
D
E
FG
H
24" MIN.
30" MIN.
BREAKAWAY ANCHOR PARTS LIST
ITEM NO.DESCRIPTION
2" x 2" x 12 GAUGE PERFORATED SQUARE TUBE (PSST)
ALLIED TUBE & CONDUIT OR APPROVED EQUAL
2 1
4" x 2 1
4" SQUARE COUPLER
SIGN SUPPORT SYSTEMS OR APPROVED EQUAL
2" x 2" SQUARE COUPLER WEDGE
SIGN SUPPORT SYSTEMS OR APPROVED EQUAL
2 1
2" O.D. x 8 1
2" ADAPTER
SIGN SUPPORT SYSTEMS OR APPROVED EQUAL
2" O.D. x 22" ANCHOR
5
16" CORNER BOLT
1
2" USS SET SCREW
1
2" x 2 1
4" USS HEX HEAD BOLT
A
B
C
D
E
F
G
H
GENERAL NOTES
1.THE BREAKAWAY ANCHOR ASSEMBLY SHALL BE INSTALLED ON
NON-HARDSCAPE SURFACES OR ON CONCRETE AS A
SUBSTITUTE FOR THE BREAKAWAY DOME ASSEMBLY IF THE
BREAKAWAY DOME ASSEMBLY'S LEVELING WASHER HEIGHT
EXCEEDS 1 1
2".
2.THE CENTER BOLT 'H' AND SET SCREW 'G' SHALL BE TIGHTENED
SECURELY SUCH THAT THE ENTIRE ASSEMBLY IS TIGHT.
3.THE ANCHOR 'E' AND ADAPTER 'D' SHALL BE PLACED SUCH THAT
THE BOTTOM OF THE LIP SURROUNDING THE TOP OF THE
ADAPTER IS AT FINISH GRADE ON THE UPPER SIDE OF THE
SLOPE.
4.EXTREME CARE SHALL BE TAKEN TO ENSURE THE ANCHOR
ASSEMBLY IS PLACED VERTICALLY IN THE GROUND. THE ENTIRE
SIGN INSTALLATION SHALL BE PLUMB AND TIGHT WHEN
INSTALLATION IS COMPLETE.
5.FOR OTHER INSTALLATION DETAILS, FOLLOW THE
MANUFACTURER'S INSTRUCTIONS.
6.ALL MATERIALS TO BE HOT DIPPED GALVANIZED STEEL.
COUPLER WEDGEC
DETAIL NUMBER BREAKAWAY ANCHOR ASSEMBLY
NOT TO SCALE
12
DETAIL NUMBER SIGN MOUNTING
NOT TO SCALE
10
2" x 2" x 12 GAUGE
PERFORATED
SQUARE TUBE
SIGN POST
3
8" x 7
16" DRIVE RIVET
2"
SIGN FACE
3
8" x 7
16" DRIVE RIVET
1
2" USS FLAT WASHER
2" x 2" x 12 GAUGE
SQUARE TUBE
SIGN POST
PROFILE VIEW PLAN VIEW
7
16" DIA. HOLES
SPACED 1" O.C.
GENERAL NOTES
1.ALL MATERIALS TO BE HOT DIPPED GALVANIZED STEEL.
DETAIL NUMBER STAGGERED CONTINENTAL CROSSWALK
NOT TO SCALE
VARIES
2'
SEE PLANS
5' MIN.
9' MAX.
ALIGN WITH WHEEL TRACKS
3' MIN.
5' MAX.
SCC
DETAIL NUMBER STANDARD ACCESSIBLE PARKING SPACE
NOT TO SCALE
9
WHEEL STOP
AS REQUIRED
MUTCD R7-8 ACCESSIBLE PARKING SIGN
WITH MUTCD R7-8P VAN ACCESSIBLE SIGN,
AS APPLICABLE.
SIGN POST LOCATION PER PLANS.
ACCESS ROUTE
AS SPECIFIED
(5' MIN. WIDTH)CONCRETE IMBEDDED
TRUNCATED DOME TILE
(COLOR PER PLAN)
NO
PAR
K
I
N
G
12" TALL WHITE
RETROREFLECTIVE
LETTERING,
60" WIDE
ADA SYMBOL
(SEE NOTE 1)
4" WIDE
WHITE STRIPE
4" WIDE
WHITE STRIPING
OR7-9 ACCESSIBLE PARKING
ACCESS AISLE SIGN.
SIGN POST LOCATION PER PLANS.
PA
R
K
I
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G
S
P
A
C
E
L
E
N
G
T
H
P
E
R
P
L
A
N
9' MIN.
2'
6' MIN. STANDARD ADA SPACE
8' MIN. VAN ACCESSIBLE SPACE
2'
2'
1'-10"
2'
36°
NOTES:
1. FOR ADA SYMBOL STANDARDS, SEE FIGURE 6 IN THE OREGON TRANSPORTATION COMMISSION
STANDARDS FOR ACCESSIBLE PARKING PLACES, AUGUST 2018.
DETAIL NUMBER STANDARD PARKING SPACE
NOT TO SCALE
11
PA
R
K
I
N
G
S
P
A
C
E
L
E
N
G
T
H
P
E
R
P
L
A
N
WIDTH PER PLAN
2'
WHEEL STOP
AS REQUIRED
4" WIDE WHITE STRIPE
DETAIL NUMBER RED PAINTED FIRE CURB
2
0
'
O
.
C
.
NO
P
A
R
K
I
N
G
F
I
R
E
L
A
N
E
NOTE:
1. PAINT CURBING BRIGHT RED AND STENCIL WITH WHITE LETTERS 1" WIDE BY 4" HIGH READING `NO
PARKING FIRE LANE'
RC
NTS
J
ULY 1 1 , 2 0 1 7
JA
MES J . S C H M I T T
92406PE
EXPIRES: 06/30/24
OREGON
E N G I NEERREGISTERED PROFESS
I
O
N
A
L
RECORD DRAWING
This drawing has been prepared to
reflect final field conditions. The
basis of this information is derived in
whole or in part from a combination
of:
·Contractor supplied redlines
·Observations by the engineer
·Field measurements
The stamping engineer of record
certifies this drawing is an accurate
portrayal of the final construction,
and the resulting improvements are
in conformance with the standards
of City of Tigard
05/02/2024
DIGITALLY SIGNED
2024.05.02
C412
P
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JT
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19552
SDR2021-00006
JJS,SRC,JGW
AJM,CKW
2S110DB01500
P:
\
1
9
5
5
2
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S
.
D
W
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3J PROJECT #
LAND USE #
DESIGNED BY
CHECKED BY
TAX LOT(S)
SHEET NUMBER
PROJECT INFORMATION
CI
V
I
L
E
N
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I
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R
I
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WA
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CO
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96
0
0
S
W
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A
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,
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1
0
0
;
B
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9
7
0
0
8
NOTES:
1.THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISER HEIGHT OR BETWEEN THE LARGEST AND
SMALLEST TREAD DEPTH SHALL NOT EXCEED 3/8" IN ANY FLIGHT OF STAIRS (2019 OSSC 1011.5.4)
2.THE GREATEST TREAD DEPTH AT THE WALKLINE WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE
SMALLEST BY MORE THAN 3/8" (2019 OSSC 1011.5.4)
3.RISER HEIGHT SHALL BE 4" MIN., 7" MAX. AS SPECIFIED PER PLANS (2019 OSSC 1011.5.2)
4.TREAD DEPTH SHALL BE 11" MIN. AS SPECIFIED PER PLANS (2019 OSSC 1011.5.2)
5.CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 3300 PSI.
6.HANDRAIL POST ATTACHMENT TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATION AS SPECIFIED IN
PLANS.
7.THE WALKING SURFACE OF LANDINGS OR TREADS SHALL NOT BE SLOPED STEEPER THAN 1.5 PERCENT IN
ANY DIRECTION (2019 OSSC 1011.7.2)
8.A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE GREATER THAN 12 FEET BETWEEN FLOOR LEVELS OR
LANDINGS (2019 OSSC 1011.5.2)13
STAIRWAY SECTION A-A
STAIRWAY PLAN VIEW
A
LANDING
PEDESTRIAN RAILING PER
PLAN OR AS SPECIFIED
CHEEKWALL
EXTENSION CHEEKWALL
CLEAR WIDTH
OF 48" MIN.
BETWEEN
HANDRAILS
(2017 OSSC
1007.3)
1
2" EXPANSION
JOINT
DETAIL NUMBER STAIRS
NOT TO SCALE
SAFETY NOSING
ON EACH RISER
R = 9
16" MAX.
(2019 OSSC 1011.7.5)
#4 BARS EACH
NOSING (1 1
4" COVER)
R = 1
2" MAX.
#4 BARS @ 12" CTRS.
#4 BARS @ 12" CTRS.
(2" MIN. COVER)
STAIRWAY SECTION B-B
A
B B
2" MIN. COVER
(TYP.)
VARIES
2"
6" CHEEKWALL
5'-0" STAIRWAY WIDTH
OR AS NOTED ON PLANS
6" CHEEKWALL
#4 BARS
(2" MIN. COVER)3
4" CHAMFER
(TYP.)
2" MIN.
COVER
(TYP.)
#4 BARS
(2" MIN. COVER)
#4 BARS
PEDESTRIAN RAILING PER
PLAN OR AS SPECIFIED
RISER (SEE NOTE 3)
TREAD (SEE NOTE 4)
TREAD SLOPE
(SEE NOTE 7)
1
2" EXPANSION JOINT
12
'
-
0
"
M
A
X
.
BE
T
W
E
E
N
L
A
N
D
I
N
G
S
(S
E
E
N
O
T
E
8
)
DETAIL NUMBER HANDRAILS
NOT TO SCALE
15
EXPANSION
JOINT
CONCRETE
LANDING
HANDRAIL AS SPECIFIED
ON PLANS. HANDRAILS
TO MEET ALL
REQUIREMENTS OF THE
2019 OSSC SECTION
1014.
SEE PLAN
VIEW ABOVE
℄
℄
CONCRETE
EDGE
CONSTRUCTION
JOINT, TYP.
PLAN VIEW
1.0'
1.0'
3.0'
(TYP.)
4" MIN.
4" MIN.
HANDRAIL POST
ATTACHMENT PER PLAN
OR AS SPECIFIED
SLOPED RAILING POST BASE
(SEE NOTE 4)
NOTES
1.INTERMEDIATE POST SPACING TO BE DETERMINED BY HANDRAIL CONTRACTOR. CONTRACTOR TO
SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO MANUFACTURING.
2.GRIND SMOOTH ALL WELDS AND REMOVE ALL BURRS.
3.INSTALL PIPE SLEEVE FLUSH WITH CONCRETE FOR RAILING ANCHORAGE.
4.HANDRAIL POST ATTACHMENT TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATION AS
SPECIFIED IN PLANS.
5.HANDRAIL TO BE FINISHED AS NOTED ON PLANS. [OPTIONS VARY: HOT DIP GALVANIZED, POWDER
COATED FOR ARCHITECTURAL LOOK, AND FOR MARINE/COASTAL AREAS APPLICATIONS TO BE
STAINLESS STEEL.]
POST SPACING PER MANUFACTURER
DETAIL NUMBER PAVEMENT SECTIONS
NOT TO SCALE
14
HMAC PAVING
VEHICULAR CONCRETE PAVING
4" - 3,300 PSI CONCRETE (3,000 PSI 28-DAY STRENGTH)
SIDEWALK CONCRETE PAVING
2" CRUSHED ROCK BASE (1-1/2")
COMPACT TO 95% OF MAX DENSITY PER ASTM D-1557
7" - 4000 PSI CONCRETE
6" CRUSHED ROCK BASE (1-1/2")
COMPACT TO 95% OF MAX DENSITY PER ASTM D-1557
SEE GEOENGINEERS GEOTECHINICAL REPORT DATED 11/20/19
10GA WELDED STEEL MESH REINFORCEMENT
PLACED 2" FROM BASE OF SECTION
TRUNCATED 2" FROM EACH LATERAL EDGE
3" - LEVEL 2, 1/2", DENSE ACP PER OSSC 00744, PG 64-22
COMPACT TO 92% OF RICE GRAVITY PER AASHTO T-209 / ASTM D2041
SEE GEOENGINEERS GEOTECHINICAL REPORT DATED 11/20/19
6" AGGREGATE BASE (MAX 1"- 0")
COMPACT TO 95% MDD AASHTO T-180 / ASTM D-1557
SEE GEOENGINEERS GEOTECHINICAL REPORT DATED 11/20/19
12" CEMENT AMENDED SUBGRADE (5% CEMENT)
COMPACT TO 92% OF MAX DENSITY PER ASTM D-1557
SEE GEOENGINEERS GEOTECHINICAL REPORT DATED 11/20/19
B
C
PRIVATE ON-SITE PAVING SECTIONS
A
SEE GEOENGINEERS REPORT DATED 11/20/19 FOR ADDITIONAL INFORMATION ON:
·ALL PAVEMENT SECTIONS
·WET WEATHER PAVEMENT SECTION ALTERNATIVES
·SOIL AMENDED PAVEMENT ALTERNATIVES
J
ULY 1 1 , 2 0 1 7
JA
MES J . S C H M I T T
92406PE
EXPIRES: 06/30/24
OREGON
E N G I NEERREGISTERED PROFESS
I
O
N
A
L
NOTES:
1.EXTERIOR ENAMEL SHALL BE TYPE 1, DARK GREEN; UNLESS OTHERWISE APPROVED BY THE
ENGINEER.
2.ROAD CLOSED SIGN SHALL MEET MUTCD REQUIREMENTS FOR TYPE R11-2. (1 REQUIRED.)
3.BARRICADE MARKERS SHALL MEET MUTCD REQUIREMENTS FOR TYPE 1. COLOR - RED & WHITE (2
REQUIRED.)
4.OBJECT MARKERS SHALL MEET MUTCD REQUIREMENTS FOR TYPE 2. (6 REQUIRED.)
5.ALL WELDS REQUIRED TO MANUFACTURE GATE, UNLESS OTHERWISE SHOWN, SHALL BE FILLET AND
SHALL BE OF THE SAME SIZE AS THE THICKNESS OF THE SMALLER OF THE TWO PIECES BEING JOINED.
SET TOP OF PIPE
4' ABOVE FINAL
ROAD GRADE
OBJECT
MARKER
(6 REQD.)
2 - #6 X 8" REBAR
WELDED AT 90°
TO EACH OTHER
ON EACH POST
4' X 2.5' A-36 STEEL TUBING
TS 2-1/2" X 2-1/2" X 5
32"
CONCRETE METHOD C
1.5'Ø CMP; LENGTH OF CMP USED
SHALL BE 3" PLUS DEPTH OF
AGGREGATE
CAP & TACKWELD
BARRICADE
MARKER
1' X 3' (TYPE 1)
(2 REQD.)
OBJECT MARKER
3"Ø STD. PIPE
CONCRETE (METHOD C)
1.5'Ø X 3' CMP
CONTRACTOR TO
SUPPLY KNOX
BRAND PADLOCK
MODEL 3770
4"Ø STD. PIPE
1'
DEPTH - SEE
TYPICAL
SECTION 3'
3.5'
22'
11'11'
FRONT VIEW
DETAIL NUMBER FIRE ACCESS GATE
NOT TO SCALE
16
RECORD DRAWING
This drawing has been prepared to
reflect final field conditions. The
basis of this information is derived in
whole or in part from a combination
of:
·Contractor supplied redlines
·Observations by the engineer
·Field measurements
The stamping engineer of record
certifies this drawing is an accurate
portrayal of the final construction,
and the resulting improvements are
in conformance with the standards
of City of Tigard
05/02/2024
DETAIL NUMBER PAVEMENT SECTIONS
NOT TO SCALE
TUCK UNDER PARKING
4" - 4000 PSI CONCRETE
6" CRUSHED ROCK BASE (3/4"-0)
COMPACT TO 95% OF MAX DENSITY PER ASTM D-1557
SEE GEOENGINEERS GEOTECHINICAL REPORT DATED 11/20/19
SEE STRUCTURAL DRAWINGS
B
BUILDING CONCRETE SECTIONS
14A
OCCUPIED AREAS
4" - 4000 PSI CONCRETE
6" CRUSHED DRAIN ROCK (1-1/2" - 3/4")
B
SEE STRUCTURAL DRAWINGS
DIGITALLY SIGNED
2024.05.02
C420
P
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19552
SDR2021-00006
JJS,SRC,JGW
AJM,CKW
2S110DB01500
P:
\
1
9
5
5
2
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3J PROJECT #
LAND USE #
DESIGNED BY
CHECKED BY
TAX LOT(S)
SHEET NUMBER
PROJECT INFORMATION
CI
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1
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;
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9
7
0
0
8
J
ULY 1 1 , 2 0 1 7
JA
MES J . S C H M I T T
92406PE
EXPIRES: 06/30/24
OREGON
E N G I NEERREGISTERED PROFESS
I
O
N
A
L
RECORD DRAWING
This drawing has been prepared to
reflect final field conditions. The
basis of this information is derived in
whole or in part from a combination
of:
·Contractor supplied redlines
·Observations by the engineer
·Field measurements
The stamping engineer of record
certifies this drawing is an accurate
portrayal of the final construction,
and the resulting improvements are
in conformance with the standards
of City of Tigard
05/02/2024
DIGITALLY SIGNED
2024.05.02
BASIN I.D. 12" (TYP.)
UNLESS OTHERWISE
NOTED ON PLAN
RIM TO CROWN = 6" MIN.
FOR 8" - 24" PIPE PER
MANUFACTURER'S
RECOMMENDATION12" STANDARD GRATE
12" DROP IN GRATE
PER PLAN
24" SUMP, MIN.
WATER TIGHT TRANSITION
ADAPTER TO FIT PIPE SIZE
AND TYPE PER PLAN
FABRICATED OUTLET
OUTLET PIPE SIZE,
TYPE, SLOPE AND
BACKFILL AS
SPECIFIED
CALCULATED RIM AS
SHOWN ON PLAN
NOTES
1.FRAMES, GRATES, COVERS, HOODS & BASE PLATES SHALL BE DUCTILE IRON
PER ASTM A536, GRADE 70-50-05.
2.DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DESIGN
INFORMATION. RISERS ARE NEEDED FOR BASINS OVER 84" TOTAL
STRUCTURE HEIGHT DUE TO SHIPPING RESTRICTIONS.
3.DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM
D3212 FOR CORRUGATED HDPE, N-12 HP & PVC PIPE (4"-18")
4.SEE "CATCH BASIN INSTALLATION" DETAIL FOR FURTHER INFORMATION AND
PLUMBING CODE REQUIREMENTS.
5.FOR PIPE COVER LESS THAN 12", CDF BACKFILL SHALL BE USED. SEE
TRENCH DETAIL FOR FURTHER INFORMATION.
12" NYLOPLAST AREA DRAIN DETAIL
C430
P
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19552
SDR2021-00006
JJS,SRC,JGW
AJM,CKW
2S110DB01500
P:
\
1
9
5
5
2
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3J PROJECT #
LAND USE #
DESIGNED BY
CHECKED BY
TAX LOT(S)
SHEET NUMBER
PROJECT INFORMATION
CI
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WA
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;
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,
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9
7
0
0
8
DETAIL NUMBER 12" NYLOPLAST AREA DRAIN
NOT TO SCALE
DETAIL NUMBER PRIVATE CATCH BASIN
NOT TO SCALE
1
45° BEND
(SEE NOTE 1)
PIPE SIZE AND MATERIAL
AS SPECIFIED PER PLANS
CONNECT TO STORM DRAIN
LATERAL. USE FLEXIBLE COUPLER
TO CONNECT TO DISSIMILAR PIPE
MATERIAL, AS NEEDED.
45° BEND
(SEE NOTE 1)
PIPE SIZE AND MATERIAL
AS SPECIFIED PER PLANS
GENERAL NOTES:
1.INSTALL VERTICAL AND HORIZONTAL 45° BENDS IF NECESSARY TO CONNECT EXISTING STUB TO PROPOSED
CATCH BASIN LOCATION.
2.CATCH BASIN BODY SHALL CONFORM TO OREGON PLUMBING SPECIALTY CODE (OPSC) SECTION 1101.11
"CATCH BASIN SPECIFICATIONS"
3.CATCH BASIN TRAP SHALL CONFORM TO OPSC SECTION 1101.11.2 "TRAP"
4.CATCH BASIN GRATE SHALL CONFORM TO OPSC SECTION 1101.11.4 "CATCH BASIN GRATES"
5.CATCH BASIN AND INLET PIPING BEDDING AND BACKFILL SHALL BE CRUSHED ANGULAR ROCK -OR- AS
SPECIFIED PER PLAN.
PROPOSED CATCH BASIN
(SEE NOTE 2 AND 4)
SEE NOTE 5
TRAP
(SEE NOTE 3)
PROJEC
T
E
D
D
E
S
I
G
N
INVERT F
L
O
W
L
I
N
E
PROJECTED
DESIGN
INVERT AS
SPECIFIED
PER PLANS
DETAIL NUMBER FLOW CONTROL MANHOLE - SDMH FC01
NOT TO SCALE
4
CONCRETE NOTES:
1.ALL MANHOLE SECTIONS SHALL
CONFORM TO THE
REQUIREMENTS OF ASTM C-478
2.ALL POURED IN PLACE
CONCRETE SHALL HAVE A 28
DAY STRENGTH OF 3000 PSI AND
A SLUMP OF 2" TO 4".
8" MIN BETWEEN
KNOCKOUTS
LOCATE FRAME AND COVER
OVER LEDGE OF AT
LEAST 12" IN WIDTH
2'
M
I
N
2' MI
N
60"
36"
12.25" TOP SLAB
24"
25" MIN
84" MIN.
MANHOLE RISER
SECTION
24"
MANHOLE BASE
RIM: 246.73
ORIFICE A EL:
OVERFLOW EL:
12" IE OUT:
238.80
243.48
240.80
12"
A
GRADE RINGS
(2",4",OR 6")
MAXIMUM 12" SET
IN NON-SHRINK
GROUT
D
12" SHEAR
GATE WITH
LIFT HANDLE
JOINT SEALANT (ASTM
C990, BITUMEN OR BUTYL
RUBBER) REQUIRED AT
ALL JOINTS WITH FRAME,
RINGS, AND BARREL
SECTIONS
C-478-61T
REINFORCED CONC.
T&G OR EQUAL
E
C
5" MIN
19"
(6" MIN)
B
12" IE IN:241.00
MANHOLE DETAIL LIST
ITEM NO.DESCRIPTION
SEE CWS DETAILS 110 AND 120 ON SHEET C431
FOR MANHOLE FRAME AND COVER
SEE CWS DETAIL 100 ON SHEET C431 FOR
MANHOLE STEPS
SEE CWS DETAIL 030 ON SHEET C431 FOR
FLEXIBLE PIPE CONNECTION INTO MANHOLE
SEE CWS DETAIL 020 ON SHEET C431 FOR
MANHOLE BASE
SEE CWS DETAIL 010 ON SHEET C431 FOR
STANDARD MAHOLE
A
B
C
D
E
PLAN
SECTION
PAVED
SURFACE
CAST IRON
LOCKING RING
AND COVER
CEMENT CONC
CLASS 4000
12
"
12" PVC
SLEEVE
FIBER
JOINT
PACKING MECHANICAL PLUG
#10 SOLID CORE TRACER WIRE
(2) WRAPS MINIMUM REQUIRED
FOR MAGNETIC LOCATION
30"
PLUG WYE AT END
OF SERVICE LATERAL
(SEE NOTE 1)
45° BEND
(SEE NOTE 3)
1"
CEMENT CONC
CLASS 4000
30"
CAST IRON
LOCKING RING
AND COVER
12
"
12" PVC
SLEEVE
FIBER
JOINT
PACKING
MECHANICAL PLUG
SEE
NOTE 4
PLUG WYE AT END
OF SERVICE LATERAL
(SEE NOTE 1)
SEE
NOTE 4
45° BEND
(SEE NOTE 3)
#10 SOLID CORE TRACER WIRE
(2) WRAPS MINIMUM REQUIRED
FOR MAGNETIC LOCATION
PAVED UNPAVED
NOTES:
1.CLEANOUT PLUG AND FITTING SIZE AND MATERIALS TO BE
SPECIFIED PER PLANS (AND PER 2017 OPSC 707.1, TABLE 707.1).
2.CLEANOUTS SHALL BE DESIGNED TO BE GASTIGHT AND
WATERTIGHT (2017 OPSC 707.3).
3.SANITARY TEE, SWEEP, OR WYE FITTING SHALL BE OF AN
APPROVED BEND OR EQUIVALENT SWEEP (2017 OPSC 706.1).
4.PIPE SIZE, TYPE, AND ELEVATION AS SPECIFIED PER PLANS.
DETAIL NUMBER PRIVATE CLEANOUT
NOT TO SCALE
2 3
DETAIL NUMBER FLOW CONTROL MANHOLE - SDMH FC02
NOT TO SCALE
5
60"
24"
12.25" TOP SLAB
24"
25" MIN
168" MIN.
MANHOLE RISER
SECTION
24"
MANHOLE BASE
RIM: 263.35
ORIFICE A EL:
OVERFLOW EL:
12" IE OUT:
247.53
256.48
249.53
12"
A
GRADE RINGS
(2",4",OR 6")
MAXIMUM 12" SET
IN NON-SHRINK
GROUT
D
12" SHEAR
GATE WITH
LIFT HANDLE
JOINT SEALANT (ASTM
C990, BITUMEN OR BUTYL
RUBBER) REQUIRED AT
ALL JOINTS WITH FRAME,
RINGS, AND BARREL
SECTIONS
C-478-61T
REINFORCED CONC.
T&G OR EQUAL
E
C
5" MIN
62"
(6" MIN)
B
12" IE IN:249.73
SECTION
DETAIL NUMBER FLOW CONTROL MANHOLE - PLAN AND GENERAL NOTES
NOT TO SCALE
6
SEE DETAIL 6 (THIS SHEET) FOR PLAN VIEW AND DETAILS SEE DETAIL 6 (THIS SHEET) FOR PLAN VIEW AND DETAILS
ORIFICE A DIA.: 0.5"ORIFICE A DIA.: 0.5"
12"12"
J
ULY 1 1 , 2 0 1 7
JA
MES J . S C H M I T T
92406PE
EXPIRES: 06/30/24
OREGON
E N G I NEERREGISTERED PROFESS
I
O
N
A
L
RECORD DRAWING
This drawing has been prepared to
reflect final field conditions. The
basis of this information is derived in
whole or in part from a combination
of:
·Contractor supplied redlines
·Observations by the engineer
·Field measurements
The stamping engineer of record
certifies this drawing is an accurate
portrayal of the final construction,
and the resulting improvements are
in conformance with the standards
of City of Tigard
05/02/2024
DIGITALLY SIGNED
2024.05.02
C431
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19552
SDR2021-00006
JJS,SRC,JGW
AJM,CKW
2S110DB01500
P:
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3J PROJECT #
LAND USE #
DESIGNED BY
CHECKED BY
TAX LOT(S)
SHEET NUMBER
PROJECT INFORMATION
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J
ULY 1 1 , 2 0 1 7
JA
MES J . S C H M I T T
92406PE
EXPIRES: 06/30/24
OREGON
E N G I NEERREGISTERED PROFESS
I
O
N
A
L
RECORD DRAWING
This drawing has been prepared to
reflect final field conditions. The
basis of this information is derived in
whole or in part from a combination
of:
·Contractor supplied redlines
·Observations by the engineer
·Field measurements
The stamping engineer of record
certifies this drawing is an accurate
portrayal of the final construction,
and the resulting improvements are
in conformance with the standards
of City of Tigard
05/02/2024
DIGITALLY SIGNED
2024.05.02
C432
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19552
SDR2021-00006
JJS,SRC,JGW
AJM,CKW
2S110DB01500
P:
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3J PROJECT #
LAND USE #
DESIGNED BY
CHECKED BY
TAX LOT(S)
SHEET NUMBER
PROJECT INFORMATION
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J
ULY 1 1 , 2 0 1 7
JA
MES J . S C H M I T T
92406PE
EXPIRES: 06/30/24
OREGON
E N G I NEERREGISTERED PROFESS
I
O
N
A
L
RECORD DRAWING
This drawing has been prepared to
reflect final field conditions. The
basis of this information is derived in
whole or in part from a combination
of:
·Contractor supplied redlines
·Observations by the engineer
·Field measurements
The stamping engineer of record
certifies this drawing is an accurate
portrayal of the final construction,
and the resulting improvements are
in conformance with the standards
of City of Tigard
05/02/2024
DETAIL NUMBER FRENCH DRAIN
NOT TO SCALE
7
1-1/2" - 3/4" OPEN
GRADED CRUSHED
ANGULAR DRAIN
ROCK WASHED,
NO FINES
6" SLOTTED DUAL
WALL HDPE
PERFORATED PIPE.
SLOPE PER PLAN.
FINISHED GRADE SLOPED
TO FRENCH DRAIN (AS
SPECIFIED PER PLANS)
1.5' (TYP.)
NON-WOVEN FILTER FABRIC,
SEE 2021 OSSC 02320.20
0.5'
(MIN.)
1.0'
(MIN.)
SANDY SOIL BLEND
3/8" TO #200 SAND (50%)
REUSED TOPSOIL (50%)
NOTES:
1.CONNECTIONS INTO THE FRENCH DRAIN SHALL COMPLY WITH 2021 OPSC
1101.12 AND 1102.0.
2.FITTINGS SHALL BE AS REQUIRED IN 2017 OPSC 706.0 (2021 OPSC 1101.4.8)
0.5'
DIGITALLY SIGNED
2024.05.02
C440
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19552
SDR2021-00006
JJS,SRC,JGW
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2S110DB01500
P:
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3J PROJECT #
LAND USE #
DESIGNED BY
CHECKED BY
TAX LOT(S)
SHEET NUMBER
PROJECT INFORMATION
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J
ULY 1 1 , 2 0 1 7
JA
MES J . S C H M I T T
92406PE
EXPIRES: 06/30/24
OREGON
E N G I NEERREGISTERED PROFESS
I
O
N
A
L
RECORD DRAWING
This drawing has been prepared to
reflect final field conditions. The
basis of this information is derived in
whole or in part from a combination
of:
·Contractor supplied redlines
·Observations by the engineer
·Field measurements
The stamping engineer of record
certifies this drawing is an accurate
portrayal of the final construction,
and the resulting improvements are
in conformance with the standards
of City of Tigard
05/02/2024
DIGITALLY SIGNED
2024.05.02
C441
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19552
SDR2021-00006
JJS,SRC,JGW
AJM,CKW
2S110DB01500
P:
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3J PROJECT #
LAND USE #
DESIGNED BY
CHECKED BY
TAX LOT(S)
SHEET NUMBER
PROJECT INFORMATION
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J
ULY 1 1 , 2 0 1 7
JA
MES J . S C H M I T T
92406PE
EXPIRES: 06/30/24
OREGON
E N G I NEERREGISTERED PROFESS
I
O
N
A
L
RECORD DRAWING
This drawing has been prepared to
reflect final field conditions. The
basis of this information is derived in
whole or in part from a combination
of:
·Contractor supplied redlines
·Observations by the engineer
·Field measurements
The stamping engineer of record
certifies this drawing is an accurate
portrayal of the final construction,
and the resulting improvements are
in conformance with the standards
of City of Tigard
05/02/2024
DIGITALLY SIGNED
2024.05.02
C442
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19552
SDR2021-00006
JJS,SRC,JGW
AJM,CKW
2S110DB01500
P:
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3J PROJECT #
LAND USE #
DESIGNED BY
CHECKED BY
TAX LOT(S)
SHEET NUMBER
PROJECT INFORMATION
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800-338-1122 513-645-7000 513-645-7993 FAX
9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069
SDMH FLTR01
48" MANHOLE STORMFILTER
STANDARD DETAIL
STRUCTURE ID
WATER QUALITY FLOW RATE (cfs) [L/s]
PEAK FLOW RATE (cfs) [L/s]
RETURN PERIOD OF PEAK FLOW (yrs)
NUMBER OF CARTRIDGES REQUIRED
MEDIA TYPE (PERLITE, ZPG, PSORB)
PIPE DATA:I.E.MATERIAL DIAMETER
INLET PIPE #1
INLET PIPE #2
OUTLET PIPE
SITE SPECIFIC
DATA REQUIREMENTS
WIDTH HEIGHTANTI-FLOTATION BALLAST
NOTES/SPECIAL REQUIREMENTS:
RIM ELEVATION
CARTRIDGE FLOW RATE
* PER ENGINEER OF RECORD
CARTRIDGE HEIGHT (SEE TABLE ABOVE)
N/AN/A
246.42
12"D3034 PVC236.82
N/AN/AN/A
12"D3034 PVC239.12
ZPG
22.5 GPM
3
100 YEAR
0.60 CFS
0.09 CFS
FLTR01
18"
FRAME AND COVER
(DIAMETER VARIES)
N.T.S.
GENERAL NOTES
1.CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.
2.DIMENSIONS MARKED WITH ( ) ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY.
3.FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS
LLC REPRESENTATIVE. www.ContechES.com
4.STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS
DRAWING.
5.STRUCTURE SHALL MEET AASHTO HS-20 LOAD RATING, ASSUMING EARTH COVER OF 0' - 5' [1524 mm] AND GROUNDWATER ELEVATION AT, OR
BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL
MEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO.
6.FILTER CARTRIDGES SHALL BE MEDIA-FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL
BE 7-INCHES [178 mm]. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 38 SECONDS.
7.SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) [L/s] DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft)[m2].
8.STORMFILTER STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO ASTM C-478 AND AASHTO LOAD FACTOR DESIGN METHOD.
INSTALLATION NOTES
A.ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE
SPECIFIED BY ENGINEER OF RECORD.
B.CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE.
C.CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE.
D.CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S).
E.CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER HDPE
OUTLET STUB AND SAND COLLAR. IF OUTLET PIPE IS LARGER THAN 8 INCHES [200 mm], CONTRACTOR TO REMOVE THE 8 INCH [200 mm] OUTLET
STUB AT MOLDED-IN CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR.
F.CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF.
STORMFILTER DESIGN NOTES
CARTRIDGE HEIGHT
SPECIFIC FLOW RATE (gpm/sf) [L/s/m2]
CARTRIDGE FLOW RATE (gpm) [L/s]
RECOMMENDED HYDRAULIC DROP (H)
27" [686 mm]18" [458 mm]LOW DROP
3.05' [930 mm]2.3' [700 mm]1.8' [550 mm]
STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE
STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES (3). VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM 3 CARTRIDGES.
Ø4 [1219 mm] MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.0 CFS [28.3 L/s] . IF THE SITE CONDITIONS EXCEED 1.0 CFS [28.3 L/s] AN
UPSTREAM BYPASS STRUCTURE IS REQUIRED.
CARTRIDGE SELECTION
18.79 [1.19]12.53 [0.79]8.35 [0.54]
2 [1.30]
22.5 [1.42]11.25 [0.71]15 [0.95]10 [0.63]5 [0.32]7.5 [0.44]
1.67* [1.08]1 [0.65]
* 1.67 gpm/sf [1.08 L/s/m2] SPECIFIC FLOW RATE IS APPROVED WITH PHOSPHOSORB® (PSORB) MEDIA ONLY
2 [1.30]1.67* [1.08]1 [0.65]2 [1.30]1.67* [1.08]1 [0.65]
F
O
R
M
AINTENANCE C A L L 1 .8 0 0 .3 3 8 .1 1 2 2
www.contechES.com
T
MClean w a t e r s t a r ts her
e
®
THIS PRODUCT MAY BE PROTECTED BY ONE OR MORE OF THE FOLLOWING
U.S. PATENTS: 5,322,629; 5,524,576; 5,707,527; 5,985,157; 6,027,639; 6,649,048;
RELATED FOREIGN PATENTS, OR OTHER PATENTS PENDING.
www.contechES.com
IN
S
I
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H
E
I
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H
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6'
[
1
8
2
9
m
m
]
T
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.
TOP SLAB ACCESS
SEE FRAME AND
COVER DETAIL
OUTLET
FLOATABLES
BAFFLE
INLET
INLET PIPE
CONTRACTOR TO GROUT TO
FINISHED GRADE
GRADE
RING/RISERS
SECTION A-A
FLOW KIT OUTLET SUMP
STORMFILTER
CARTRIDGE
HDPE OUTLET RISER
Ø11 2" [Ø41 mm] I.D.
MANHOLE STRUCTURE
(Ø4'-10" [Ø1473 mm]) O.D.
OUTLET
SUMP
PLAN VIEW
STANDARD OUTLET RISER
FLOWKIT: 40A
AA
FLOW
800-338-1122 513-645-7000 513-645-7993 FAX
9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069
SDMH FLTR02
72" MANHOLE STORMFILTER
STANDARD DETAIL
www.contechES.com
GENERAL NOTES
1.CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.
2.DIMENSIONS MARKED WITH ( ) ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY.
3.FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS
LLC REPRESENTATIVE. www.ContechES.com
4.STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS
DRAWING.
5.STRUCTURE SHALL MEET AASHTO HS-20 LOAD RATING, ASSUMING EARTH COVER OF 0' - 5' [1524 mm] AND GROUNDWATER ELEVATION AT, OR
BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL
MEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO.
6.FILTER CARTRIDGES SHALL BE MEDIA-FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL
BE 7-INCHES [178 mm]. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 38 SECONDS.
7.SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) [L/s] DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft)[m2].
8.STORMFILTER STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO ASTM C-478 AND AASHTO LOAD FACTOR DESIGN METHOD.
INSTALLATION NOTES
A.ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE
SPECIFIED BY ENGINEER OF RECORD.
B.CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE.
C.CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE.
D.CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S).
E.CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER HDPE
OUTLET STUB AND SAND COLLAR. IF OUTLET PIPE IS LARGER THAN 8 INCHES [200 mm], CONTRACTOR TO REMOVE THE 8 INCH [200 mm] OUTLET
STUB AT MOLDED-IN CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR.
F.CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF.
STORMFILTER DESIGN NOTES
CARTRIDGE HEIGHT
SPECIFIC FLOW RATE (gpm/sf) [L/s/m2]
CARTRIDGE FLOW RATE (gpm) [L/s]
RECOMMENDED HYDRAULIC DROP (H)
27" [686 mm]18" [458 mm]LOW DROP
3.05' [930 mm]2.3' [700 mm]1.8' [550 mm]
STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE
STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES (7). VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM 7 CARTRIDGES.
Ø6'-0" [1829 mm] MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.5 CFS [42.5 L/s] . IF THE SITE CONDITIONS EXCEED 1.5 CFS [42.5 L/s] AN
UPSTREAM BYPASS STRUCTURE IS REQUIRED.
CARTRIDGE SELECTION
18.79 [1.19]12.53 [0.79]8.35 [0.54]
2 [1.30]
22.5 [1.42]11.25 [0.71]15 [0.95]10 [0.63]5 [0.32]7.5 [0.44]
1.67* [1.08]1 [0.65]
* 1.67 gpm/sf [1.08 L/s/m2] SPECIFIC FLOW RATE IS APPROVED WITH PHOSPHOSORB® (PSORB) MEDIA ONLY
2 [1.30]1.67* [1.08]1 [0.65]2 [1.30]1.67* [1.08]1 [0.65]
THIS PRODUCT MAY BE PROTECTED BY ONE OR MORE OF THE FOLLOWING
U.S. PATENTS: 5,322,629; 5,524,576; 5,707,527; 5,985,157; 6,027,639; 6,649,048;
RELATED FOREIGN PATENTS, OR OTHER PATENTS PENDING.
STRUCTURE ID
WATER QUALITY FLOW RATE (cfs) [L/s]
PEAK FLOW RATE (cfs) [L/s]
RETURN PERIOD OF PEAK FLOW (yrs)
NUMBER OF CARTRIDGES REQUIRED
MEDIA TYPE (PERLITE, ZPG, PSORB)
PIPE DATA:I.E.MATERIAL DIAMETER
INLET PIPE #1
INLET PIPE #2
OUTLET PIPE
SITE SPECIFIC
DATA REQUIREMENTS
WIDTH HEIGHTANTI-FLOTATION BALLAST
NOTES/SPECIAL REQUIREMENTS:
RIM ELEVATION
CARTRIDGE FLOW RATE
* PER ENGINEER OF RECORD
CARTRIDGE HEIGHT (SEE TABLE ABOVE)
N/AN/A
263.05
6"D3034 PVC253.48
N/AN/AN/A
6"D3034 PVC256.53
ZPG
22.5 GPM
7
100 YEAR
0.98 CFS
0.33 CFS
FLTR02
27"
F
O
R
M
AINTENANCE C A L L 1 .8 0 0 .3 3 8 .1 1 2 2
www.contechES.com
T
MClean w a t e r s t ar t s her
e
®
FRAME AND COVER
(DIAMETER VARIES)
N.T.S.
CONTRACTOR TO GROUT TO
FINISHED GRADE
GRADE
RING/RISERS
SECTION A-A
PLAN VIEW
STORMFILTER
CARTRIDGE
FLOATABLES
BAFFLE
STANDARD OUTLET RISER
FLOWKIT: 42A
IN
S
I
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E
H
E
I
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H
T
6'
[
1
8
2
9
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.
OUTLET
TOP SLAB ACCESS
SEE FRAME AND
COVER DETAIL
OUTLET
SUMP
A
Ø13 4" [Ø46] I.D.
MANHOLE STRUCTURE
(Ø2" [Ø53]) O.D.
INLET PIPE
FLOW KIT
OUTLET SUMP
HDPE OUTLET RISER
A
INLET
800-338-1122 513-645-7000 513-645-7993 FAX
9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069
SDCB 08
CATCH BASIN STORMFILTER
STANDARD DETAIL
THIS PRODUCT MAY BE PROTECTED BY ONE OR MORE OF THE FOLLOWING
U.S. PATENTS: 5,322,629; 5,524,576; 5,707,527; 5,985,157; 6,027,639; 6,649,048;
RELATED FOREIGN PATENTS, OR OTHER PATENTS PENDING.
GENERAL NOTES
1.CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.
2.FOR SITE SPECIFIC DRAWINGS WITH DETAILED STORMFILTER CATCHBASIN STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR
CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.contechES.com
3.STORMFILTER CATCHBASIN WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN
THIS DRAWING.
4.INLET SHOULD NOT BE LOWER THAN OUTLET. INLET (IF APPLICABLE) AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY
CONTRACTOR.
5.MANUFACTURER TO APPLY A SURFACE BEAD WELD IN THE SHAPE OF THE LETTER "O" ABOVE THE OUTLET PIPE STUB ON THE EXTERIOR SURFACE
OF THE STEEL SFCB.
6.STORMFILTER CATCHBASIN EQUIPPED WITH 4 INCH (APPROXIMATE) LONG STUBS FOR INLET (IF APPLICABLE) AND OUTLET PIPING. STANDARD
OUTLET STUB IS 8 INCHES IN DIAMETER. MAXIMUM OUTLET STUB IS 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE
USING FLEXIBLE COUPLING BY CONTRACTOR.
7.STEEL STRUCTURE TO BE MANUFACTURED OF 1/4 INCH STEEL PLATE. CASTINGS SHALL MEET AASHTO M306 LOAD RATING. TO MEET HS20 LOAD
RATING ON STRUCTURE, A CONCRETE COLLAR IS REQUIRED. WHEN REQUIRED, CONCRETE COLLAR WITH #4 REINFORCING BARS TO BE PROVIDED
BY CONTRACTOR.
8.FILTER CARTRIDGES SHALL BE MEDIA-FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE
7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 38 SECONDS.
9.SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft).
INSTALLATION NOTES
A.ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY
ENGINEER OF RECORD.
B.CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CATCHBASIN (LIFTING CLUTCHES
PROVIDED).
C.CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF.
www.contechES.com
STORMFILTER STEEL CATCHBASIN DESIGN NOTES
CARTRIDGE HEIGHT
SPECIFIC FLOW RATE (gpm/sf)
CARTRIDGE FLOW RATE (gpm)
RECOMMENDED HYDRAULIC DROP (H)
27"18"18" DEEP
3.05'2.3'3.3'
STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. 1 CARTRIDGE CATCHBASIN
HAS A MAXIMUM OF ONE CARTRIDGE. SYSTEM IS SHOWN WITH A 27" CARTRIDGE, AND IS ALSO AVAILABLE WITH AN 18" CARTRIDGE. STORMFILTER
CATCHBASIN CONFIGURATIONS ARE AVAILABLE WITH A DRY INLET BAY FOR VECTOR CONTROL.
PEAK HYDRAULIC CAPACITY PER TABLE BELOW. IF THE SITE CONDITIONS EXCEED PEAK HYDRAULIC CAPACITY, AN UPSTREAM BYPASS STRUCTURE IS
REQUIRED.
CARTRIDGE SELECTION
18.79 12.53 12.53
2 gpm/sf
22.5 11.25 15 15 7.57.5
1.67* gpm/sf 1 gpm/sf 2 gpm/sf 1.67* gpm/sf 1 gpm/sf 2 gpm/sf 1.67* gpm/sf 1 gpm/sf
* 1.67 gpm/sf SPECIFIC FLOW RATE IS APPROVED WITH PHOSPHOSORB® (PSORB) MEDIA ONLY
INLET PERMANENT POOL LEVEL (A)1'-0"1'-0"2'-0"
PEAK HYDRAULIC CAPACITY 1.0 1.0 1.8
OVERALL STRUCTURE HEIGHT (B)4'-9"3'-9"4'-9"
CONFIGURATION
STRUCTURE ID
WATER QUALITY FLOW RATE (cfs)
PEAK FLOW RATE (<1 cfs)
RETURN PERIOD OF PEAK FLOW (yrs)
CARTRIDGE FLOW RATE (gpm)
MEDIA TYPE (PERLITE, ZPG, PSORB)
RIM ELEVATION
PIPE DATA:I.E.DIAMETER
INLET STUB
OUTLET STUB
NOTES/SPECIAL REQUIREMENTS:
1-CARTRIDGE CATCHBASIN
STORMFILTER DATA
SLOPED LID
SOLID COVER
OUTLET
CARTRIDGE HEIGHT (27", 18", 18" DEEP)
SDCB 08
0.01 CFS
0.13 CFS
100 YEAR
22.5 GPM
ZPG
255.04
N/A N/A
250.79 8"
YES
NO
18"
15
16
"
IN
S
I
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R
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M
PLAN VIEW
3
16
"
SECTION A-A SECTION B-B
A 3
16
"
1316"
INSIDE
1316"
OUTSIDE
B
15 16"13 16"
13 4"
3 16"
3 16"
17 8"
OUTSIDE RIM
15 16"
INSIDE RIM
15 16"
INSIDE RIM
FLOW
B
B
H
FLOATABLES
BAFFLE
WEIR WALL
CLEANOUT
ACCESS PLUG
ON WEIR WALL
CONCRETE COLLAR
AND REBAR TO MEET
HS20 IF APPLICABLE BY
CONTRACTOR
ACCESS COVER
VANED INLET GRATE
(SOLID COVER OPTIONAL)
PERMANENT
POOL ELEVATION
LIFTING EYE
(TYP. OF 4)
CARTRIDGE
SUPPORT
CATCHBASIN FOOT
(TYP. OF 4)
OUTLET STUB
OUTLET PIPE
FROM FLOWKIT
OPTIONAL
SLOPED LID
FINISHED GRADE
FILTRATION BAY
INLET
PERMANENT
POOL ELEVATION
STORMFILTER
CARTRIDGE FILTRATION
BAY INLET
FLOW KIT
3 8"
COLLAR
CATCHBASIN FOOT
(TYP. OF 4)
J
ULY 1 1 , 2 0 1 7
JA
MES J . S C H M I T T
92406PE
EXPIRES: 06/30/24
OREGON
E N G I NEERREGISTERED PROFESS
I
O
N
A
L
RECORD DRAWING
This drawing has been prepared to
reflect final field conditions. The
basis of this information is derived in
whole or in part from a combination
of:
·Contractor supplied redlines
·Observations by the engineer
·Field measurements
The stamping engineer of record
certifies this drawing is an accurate
portrayal of the final construction,
and the resulting improvements are
in conformance with the standards
of City of Tigard
05/02/2024
DIGITALLY SIGNED
2024.05.02
C450
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19552
SDR2021-00006
JJS,SRC,JGW
AJM,CKW
2S110DB01500
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LAND USE #
DESIGNED BY
CHECKED BY
TAX LOT(S)
SHEET NUMBER
PROJECT INFORMATION
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J
ULY 1 1 , 2 0 1 7
JA
MES J . S C H M I T T
92406PE
EXPIRES: 06/30/24
OREGON
E N G I NEERREGISTERED PROFESS
I
O
N
A
L
RECORD DRAWING
This drawing has been prepared to
reflect final field conditions. The
basis of this information is derived in
whole or in part from a combination
of:
·Contractor supplied redlines
·Observations by the engineer
·Field measurements
The stamping engineer of record
certifies this drawing is an accurate
portrayal of the final construction,
and the resulting improvements are
in conformance with the standards
of City of Tigard
05/02/2024
DIGITALLY SIGNED
2024.05.02
FIRE DEPARTMENT CONNECTION
GUARDIAN MODEL: 6226
OR APPROVED EQUAL WITH LOCKING
KNOX FDC PLUGS PER OFC 912.3.1
11"
24"
2' X 2' X 3" H CONCRETE COLLAR
6"
G
A
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MJ X MJ
DI PIPE
FINISH SURFACE GRADE
ELEVATION VIEW
PLAN VIEW
3' MIN CLEARANCE
OLDCASTLE POLYMER
ENCLOSURE 4848
WITH KNOCKOUTS
MIN. 7-CF OF WASHED GRAVEL FILL
SWING CHECK VALVE WITH
AUTOMATIC BALL DRIP VALVE
12" MIN CLEARANCE (TYP)
12" MIN 12" MIN
STANDON (OR APPROVED
EQUAL) PIPE STAND
ADAPTER
FLANGE
ADAPTER
FLANGE
FLG X FLG FLG X FLG
MJ X MJMJ X MJ
FLOW
DESCRIPTION METAL SIGN WITH RAISED 1" LETTERS
MOUNTED TO FIRE DEPARTMENT
CONNECTION [ SEE PLAN FOR SIGN DESCRIPTION ]
FIRE DEPARTMENT CONNECTION
SCALE: N.T.S.
30
C474
APPROVED HYDRANT ASSEMBLY
PER JURISDICTION SPECIFICATION
NOTE:
FIRE HYDRANT SHALL BE INSPECTED BY
WATER DISTRICT PRIOR TO BACKFILLING
STEAMER PORT TO FACE STREET
18
"
M
I
N
,
2
4
"
M
A
X
3" MIN,
6" MAX
℄ LOWEST PORT
24"
BACK OF CURB
FINISHED GRADE, AND/OR
GROUND, WALK, ETC.
12" X 12" X8" H CONCRETE
PIER BLOCK PLACED ON
UNDISTURBED NATIVE SOIL
TYPICAL 6" MEGALUG RETAINER
OR EQUAL AT EACH PIPE FITTING
GRANULAR DRAIN MATERIAL
BACKFILL, 4-CY MINIMUM
C900 (TYP, YARD
PIPING ONLY)
RESTRAIN ALL JOINTS
6" MJ X MJ GATE VALVE, TYP.
USE MJ X FLG FOR TAPPING SLEEVE
YARD PIPING SIZE MJ X 6" MJ
TEE OR TAPPING SLEEVE
CONCRETE
THRUST BLOCK
POURED AGAINST
UNDISTURBED
EARTH.
YARD PIPING
FINISHED GRADE
GATE VALVE BOX
PRIVATE FIRE HYDRANT ASSEMBLY
SCALE: N.T.S.
31
C474
C451
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19552
SDR2021-00006
JJS,SRC,JGW
AJM,CKW
2S110DB01500
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3J PROJECT #
LAND USE #
DESIGNED BY
CHECKED BY
TAX LOT(S)
SHEET NUMBER
PROJECT INFORMATION
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J
ULY 1 1 , 2 0 1 7
JA
MES J . S C H M I T T
92406PE
EXPIRES: 06/30/24
OREGON
E N G I NEERREGISTERED PROFESS
I
O
N
A
L
RECORD DRAWING
This drawing has been prepared to
reflect final field conditions. The
basis of this information is derived in
whole or in part from a combination
of:
·Contractor supplied redlines
·Observations by the engineer
·Field measurements
The stamping engineer of record
certifies this drawing is an accurate
portrayal of the final construction,
and the resulting improvements are
in conformance with the standards
of City of Tigard
05/02/2024
DIGITALLY SIGNED
2024.05.02