Plans (34) BUP2021 -00158
TERRACE GLEN APARTMENTS C2 <
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-� - ^ PROJECT NO.. 19134
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DATE: JUNE 22 2021
REVISION: DESCRIPTION:
PROJECT DIRECTORY
OWNER CIVIL
RELATED NORTHWEST JANET TURNER ENGINEERING, LLC
E 208 SW FIRST AVE, SUITE 240 16869 65TH AVE, SUITE 194
$ PORTLAND, OR LAKE OSWEGO, OR 97035
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04 C2K RACTOR X5/0 -/toedh�D�'QNeJJWH3d REPRODUCTION OF THIS DRAWING IS EXPRESSLY FORBIDDEN
PORTLAND, OREGON 97209 PORTLAND, OR 97201 :UI pegljasep se lJOM 8yl AlUO JOS WITHOUTTHE SPECIFIC WRITTEN PERMISSION OF C2K
P: 503.944.1259 ,,�-^,�,�, ARCHITECTURE INC. THIS DRAWING IS ONLY CONDITIONALLY
NI P: 503.444.2200 ..............................p 1�.?
E: KGRANT@C2KARCH.COM E: AELLIOTT@WALSHCONSTRUCTION.COM .....................................................a�,�•,,1,�. ISSUED,AND NEITHER RECEIPT OR POSSESSION THEREOF
a) CONTACT: AARON ELLIOTT �� w'^"""Y CONFERS OR TRANSFERS ANY RIGHT TO,OR LICENSE TO, USE
E CONTACT: KEVIN GRANTLL �� THE SUBJECT MATTER OF THIS DRAWING OR ANY TECHNICAL
INFORMATION SHOWN THEREON,NOR ANY RIGHT TO
Q - - - REPRODUCE THIS DRAWING OR PART THEREOF,WITHOUT THE
WRITTEN AUTHORIZATION OF C2K ARCHITECTURE INC.
DRAWING INDEX
SHEET NUMBER SHEET NAME OFFICE COPY
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C1.2 GRADING AND UTILITY CONSTRUCTION EROSION AND SEDIMENT CONTROL
PLAN SHEET TITLE:
ARCHITECTURAL _ � COVER SHEET
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ESC COVER SHEET FOR TERRACE GLENN APARTMENTS C2 <
ARCHITECTURE
1645 NW HOYT PORTLAND, OR 97209
503 444 2200
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DEVELOPER STANDARD EROSION AND SEDIMENT
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DEVELOPER/COMPANY: RELATED NORTHWEST
CONTACT: RYAN HOOD CONTROL PLAN DRAWING NOTES' PROJEcr SITE Janet Turner Engineering, LLC
208 SW FIRST AVE., SUITE 240
PORTLAND, OR 97204 1. HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT 22. IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL PREVENTION
PHONE: 971-284-5648 INCLUDES THE INSPECTOR TO DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND RESPONSE PROCEDURES, EMPLOYEE TRAINING ON SPILL PREVENTION AND
EMAIL: RHOOD@RELATED.COM AND CONSTRUCTION LIMITS. (SCHEDULE A.8.C.I.(3)) PROPER DISPOSAL PROCEDURES, SPILL KITS IN ALL VEHICLES, REGULAR MAINTENANCE r _ _ _ _ _ _ _ _ _ _ _ _ _ ,
2. ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-C PERMIT SCHEDULE FOR VEHICLES AND MACHINERY, MATERIAL DELIVERY AND STORAGE
REQUIREMENTS. (SCHEDULE A.12.8 AND SCHEDULE B.1) CONTROLS, TRAINING AND SIGNAGE, AND COVERED STORAGE AREAS FOR WASTE AND 1
SURVEYING
ppb 3. INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200-C PERMIT SUPPLIES. (SCHEDULE A. 7.E.III.) I
ENGINEERING FIRMy URVE 1 ING E M REQUIREMENTS. (SCHEDULE BA.0 AND B.2) 23. USE WATER, SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED
JANET TURNER ENGINEERING, LLC EMERIO DESIGN 4. RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON TO AVOID WIND-BLOWN SOIL. (SCHEDULE A 7.A.N) I I
REQUEST TO DEQ, AGENT, OR THE LOCAL MUNICIPALITY. DURING INACTIVE PERIODS 24. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST
CONTACT: JANET TURNER, P.E. CONTACT: I I
6445 SW FALLBROOK PLACE, SUITE 100 OF GREATER THAN SEVEN (7) CONSECUTIVE CALENDAR DAYS, THE ABOVE RECORDS FOLLOW MANUFACTURER'S RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TO
LAKE STH AVENUE, BOX #194 MUST BE RETAINED BY THE PERMIT REGISTRANT BUT DO NOT NEED TO BE AT THE SURFACE WATERS. EXERCISE CAUTION WHEN USING TIME-RELEASE FERTILIZERS VICINITY MAP I
LAKE OSWEGO, OR 97035 BEAVE : (503ON, OR 6-881 CONSTRUCTION SITE. (SCHEDULE B.2.C) WITHIN ANY WATERWAY RIPARIAN ZONE. (SCHEDULE A.9.B.III) NOT TO SCALE
PHONE: (503) 746 8812 I 1
PHONE: 541-510-0878 5. ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESCP. FAILURE TO IMPLEMENT ANY 25. IF AN ACTIVE TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO-COAGULATION, I
EMAIL: ]TURNER@JTURNERENGINEERING.COM OF THE CONTROL MEASURES OR PRACTICES DESCRIBED IN THE ESCP IS A VIOLATION FLOCCULATION, FILTRATION, ETC.) FOR SEDIMENT OR OTHER POLLUTANT REMOVAL IS
OF THE PERMIT. (SCHEDULE A 8.A) EMPLOYED, SUBMIT AN OPERATION AND MAINTENANCE PLAN (INCLUDING SYSTEM 1 1
6. THE ESCP MUST BE ACCURATE AND REFLECT SITE CONDITIONS. (SCHEDULE A.12.C.I) SCHEMATIC, LOCATION OF SYSTEM, LOCATION OF INLET, LOCATION OF DISCHARGE, PROJECT LOCATION: I
Al w��w �c^� 'C 7. SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED. SUBMITTAL OF THE ESCP DISCHARGE DISPERSION DEVICE DESIGN, AND A SAMPLING PLAN AND FREQUENCY)
191 BRA SC r I K V�7 REVISIONS IS ONLY UNDER SPECIFIC CONDITIONS. SUBMIT ALL NECESSARY REVISION BEFORE OPERATING THE TREATMENT SYSTEM. OBTAIN PLAN APPROVAL BEFORE 9640 SW GREENBURG ROAD 1 1
TO DEQ OR AGENT WITHIN 10 DAYS. (SCHEDULE A.12.C.N. AND V) OPERATING THE TREATMENT SYSTEM. OPERATE AND MAINTAIN THE TREATMENT PORTLAND, OR 97223 1 1
EXISTING SITE CONDITIONS 8. PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT SYSTEM ACCORDING TO MANUFACTURER'S SPECIFICATIONS. (SCHEDULE A.9.D) LATITUDE = 45.450027, LONGITUDE _ -122.774396
EXPOSED INACTIVE AREAS FROM BECOMING A SOURCE OF EROSION. (SCHEDULE 26. TEMPORARILY STABILIZE SOILS AT THE END OF THE SHIFT BEFORE HOLIDAYS AND L - _ _ - - _ J
DEVELOPED WITH AN EXISTING CHURCH BUILDING AND RESIDENTIAL HOME, BOTH PROPOSED CITY STAMP
FOR DEMOLITION, WITH ASSOCIATED PAVED PARKING AND UTILITIES, WITH THE EAST HALF OF A.7.A.III) WEEKENDS, IF NEEDED. THE REGISTRANT IS RESPONSIBLE FOR ENSURING THAT SOILS PROPERTY DESCRIPTION:
THE SITE UNDEVELOPED AND COVERED WITH TREES, SHRUBS AND GROUND COVER. 9. IDENTIFY, MARK, AND PROTECT (BY CONSTRUCTION FENCING OR OTHER MEANS) ARE STABLE DURING RAIN EVENTS AT ALL TIMES OF THE YEAR. (SCHEDULE A 7.6) TAX LOT 901 (WASHINGTON COUNTY TAX MAP 1S126DC)
CRITICAL RIPARIAN AREAS AND VEGETATION INCLUDING IMPORTANT TREES AND 27. AS NEEDED BASED ON WEATHER CONDITIONS, AT THE END OF EACH WORKDAY SOIL LOCATED IN THE
DEVELOPED CONDITIONS ASSOCIATED ROOTING ZONES, AND VEGETATION AREAS TO BE PRESERVED. IDENTIFY STOCKPILES MUST BE STABILIZED OR COVERED, OR OTHER BMPS MUST BE SOUTHEAST 1/4 OF SECTION 26, TOWNSHIP 1 SOUTH,
VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SENSITIVE AREAS (E.G., IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE WATERS OR CONVEYANCE RANGE 1 WEST, WILLAMETTE MERIDIAN, WASHINGTON
(2) NEW MULTI-FAMILY BUILDINGS WITH PEDESTRIAN AND VEHICULAR PAVEMENT WETLANDS), AND OTHER AREAS TO BE PRESERVED, ESPECIALLY IN PERIMETER AREAS. SYSTEMS LEADING TO SURFACE WATERS. (SCHEDULE A 7.E.II.(2)) COUNTY, OREGON
IMPROVEMENTS, INCLUDING UTLITY AND LANDSCAPE IMPROVEMNETS AND PUBLIC RIGHT OF (SCHEDULE A.8.C.L(1) AND (2)) 28. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND BARE
WAY IMPROVEMENTS. 10. PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE-VEGETATE OPEN AREAS. GROUND ACTIVITIES DURING WET WEATHER. (SCHEDULE A.7.A.I)
RE-VEGETATE OPEN AREAS WHEN PRACTICABLE BEFORE AND AFTER GRADING OR 29. SEDIMENT FENCE: REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF
NATURE OF CONSTRUCTION AND ACTIVITY TIME TABLE CONSTRUCTION. IDENTIFY THE TYPE OF VEGETATIVE SEED MIX USED. (SCHEDULE THE ABOVE GROUND FENCE HEIGHT AND BEFORE FENCE REMOVAL. (SCHEDULE A.9.C.I) BMP MATRIX FOR CONSTRUCTION PHASES
* CLEARING DATES, FROM &TO: 11/24/21-12/2/21, 1/10/22-1/14/22 A.7.A.V) 30. OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT
* MASS GRADING DATES, FROM &TO: 12/3/21-1/9/22, 1/15/22-1/30/22 11. MAINTAIN AND DELINEATE ANY EXISTING NATURAL BUFFER WITHIN THE 50-FEET OF REACHES TWO INCHES DEPTH ABOVE GROUND HEIGHT AND BEFORE BMP REMOVAL.
* UTILITY INSTALLATION DATES, FROM &TO: 1/31/22- 10/5/22 WATERS OF THE STATE. (SCHEDULE A.7.13.I.AND (2(A)(B)) (SCHEDULE A.9.C.I)
* SITE CONSTRUCTION DATES, FROM &TO: 12/8/21-4/11/23 12. INSTALL PERIMETER SEDIMENT CONTROL, INCLUDING STORM DRAIN INLET 31. CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY MASS UTILITY STREET FINAL WETWEATHER
* FINAL STABILIZATION DATES, FROM &TO: 3/22/23-3/29/23 PROTECTION AS WELL AS ALL SEDIMENT BASINS, TRAPS, AND BARRIERS PRIOR TO PERCENT. SEDIMENT BASINS AND SEDIMENT TRAPS: REMOVE TRAPPED SEDIMENTS CLEARING GRADING INSTALLATION CONSTRUCTION STABILIZATION (OCT.1 •MAY 31ST)
(LANDSCAPE AND HARDSCAPE COMPLETED) LAND DISTURBANCE. (SCHEDULE A.8.C.L(5)) BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT AND AT EROSION PREVENTION
13. CONTROL BOTH PEAK FLOW RATES AND TOTAL STORMWATER VOLUME, TO MINIMIZE COMPLETION OF PROJECT. (SCHEDULE A.9.C.III&IV) PRESERVE NATURAL VEGETATION x x x x x x
TOTAL SITE AREA = 2.878 ACRES (DEVELOPED CONDITIONS AREA) EROSION AT OUTLETS AND DOWNSTREAM CHANNELS AND STREAMBANKS. (SCHEDULE 32. WITHIN 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE, GROUND COVER x x
A.7.C) MUST BE REMEDIATED. INVESTIGATE THE CAUSE OF THE SEDIMENT RELEASE AND HYDRAULIC APPLICATIONS x
14. CONTROL SEDIMENT AS NEEDED ALONG THE SITE PERIMETER AND AT ALL IMPLEMENT STEPS TO PREVENT A RECURRENCE OF THE DISCHARGE WITHIN THE SAME PLASTIC SHEETING x TERRACE
TOTAL DISTURBED AREA = 2.878 ACRES (WITH UTILITY EXTENSION) OPERATIONAL INTERNAL STORM DRAIN INLETS AT ALL TIMES DURING CONSTRUCTION, 24 HOURS. ANY IN-STREAM CLEAN-UP OF SEDIMENT SHALL BE PERFORMED ACCORDING MATTING x x
BOTH INTERNALLY AND AT THE SITE BOUNDARY. (SCHEDULE A.7.D.I) TO THE OREGON DIVISION OF STATE LANDS REQUIRED TIMEFRAME. (SCHEDULE DUST CONTROL x x x x x x
SITE SOIL CLASSIFICATION (PER NATURAL RESOURCES CONSERVATION SERVICE 15. ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS A.9.B.I) TEMPORARY)PERMANENT SEEDING x x x x x
(NRCS) WEB SOIL SURVEY OF WASHINGTON COUNTY) BEFORE BEGINNING CONCRETE WORK. (SCHEDULE A.8.C.I.(6)) 33. THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS BUFFER ZONE GLENN
16. APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY MUST NOT OCCUR. VACUUMING OR DRY SWEEPING AND MATERIAL PICKUP MUST BE OTHER'
ON ALL DISTURBED AREAS AS GRADING PROGRESSES. TEMPORARY OR PERMANENT USED TO CLEANUP RELEASED SEDIMENTS. (SCHEDULE A.9.B.II) SEDIMENT CONTROL
RECEIVING WATER BODY SEDIMENT FENCE(PERIMETER) "x x x X x x
STABILIZATIONS MEASURES ARE NOT REQUIRED FOR AREAS THAT ARE INTENDED TO 34. THE ENTIRE SITE MUST BE TEMPORARILY STABILIZED USING VEGETATION OR A HEAVY
ONSITE WATER QUALITY POND BE LEFT UNVEGETATED, SUCH AS DIRT ACCESS ROADS OR UTILITY POLE MULCH LAYER, TEMPORARY SEEDING, OR OTHER METHOD SHOULD ALL CONSTRUCTION SEDIMENT FENCE(INTERIOR) x x x x APARTMENTS
PADS.(SCHEDULE A.8.C.II.(3)) ACTIVITIES CEASE FOR 30 DAYS OR MORE. (SCHEDULE A.7.F.I) STRAW WATTLES
17. ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON-STORMWATER 35. PROVIDE TEMPORARY STABILIZATION FOR THAT PORTION OF THE SITE WHERE FILTER BERM
CONTROLS. (SCHEDULE A.8.C.I.(7)) CONSTRUCTION ACTIVITIES CEASE FOR 14 DAYS OR MORE WITH A COVERING OF
INLET ^z x x x x z
18. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING BMPS SUCH BLOWN STRAW AND A TACKIFIER, LOOSE STRAW, OR AN ADEQUATE COVERING OF DEWATERILNG NG x
INSPECTION FREQUENCY' AS: CONSTRUCTION ENTRANCE, GRAVELED (OR PAVED) EXITS AND PARKING AREAS, COMPOST MULCH UNTIL WORK RESUMES ON THAT PORTION OF THE SITE. (SCHEDULE SEDIMENT TRAP x x x x NATURAL BUFFER ENCROACHMENT
GRAVEL ALL UNPAVED ROADS LOCATED ONSITE, OR USE AN EXIT TIRE WASH. THESE A.7.F.II) OTHER:
BMPS MUST BE IN PLACE PRIOR TO LAND-DISTURBING ACTIVITIES. (SCHEDULE A 7.D.II 36. DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL PERMANENT RUN OFF CONTROL x x
SITE CONDITION Q AND A.B,C.I 4 VEGETATION OR OTHER COVER OF EXPOSED AREAS IS ESTABLISHED. ONCE
MINIMUM FREQUENCY O) CONSTRUCTION ENTRANCE ••x x x x x x OWNER:
19. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER-TIGHT CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED, ALL TEMPORARY EROSION PIPE SLOPE DRAIN
WEEKLY WHEN STORMWATER RUNOFF, INCLUDING RUNOFF TRUCKS OR DRAIN LOADS ON SITE. (SCHEDULE A.7.D.II.(5)) CONTROLS AND RETAINED SOILS MUST BE REMOVED AND DISPOSED OF PROPERLY, OUTLET PROTECTION RELATED N W
FROM SNOW MELT, IS OCCURRING. 20. CONTROL PROHIBITED DISCHARGES FROM LEAVING THE CONSTRUCTION SITE, I.E., UNLESS DOING SO CONFLICTS WITH LOCAL REQUIREMENTS. (SCHEDULE A.8.C.III(1) SURFACE ROUGHENING
1. ACTIVE PERIOD CONCRETE WASH-OUT, WASTEWATER FROM CLEANOUT OF STUCCO, PAINT AND AND D.3.C.II AND III) THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF CHECK DAMS
AT LEAST ONCE EVERY MONTH, REGARDLESS OF WHETHER CURING COMPOUNDS. (SCHEDULE A.6) THE 1200-C PERMIT. THIS ESCP AND GENERAL CONDITIONS HAVE BEEN DEVELOPED TO OTHER:
STORMWATER RUNOFF IS OCCURRING. 21. USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM FACILITATE COMPLIANCE WITH THE 1200-C PERMIT REQUIREMENTS. IN CASES OF POLLUTION PREVENTION
SPILLS; VEHICLE AND EQUIPMENT FUELING, MAINTENANCE, AND STORAGE; OTHER DISCREPANCIES OR OMISSIONS, THE 1200-C PERMIT REQUIREMENTS SUPERCEDE PROPER SIGNAGE x x x x x x
2. PRIOR TO THE SITE BECOMING INACTIVE OR ONCE TO ENSURE THAT EROSION AND SEDIMENT CLEANING AND MAINTENANCE ACTIVITIES; AND WASTE HANDLING ACTIVITIES. THESE REQUIREMENTS OF THIS PLAN. HAZWASTE MGMT z x x z x z ADDRESS:
IN ANTICIPATION OF SITE INACCESSIBILITY. CONTROL MEASURES ARE IN WORKING ORDER. ANY POLLUTANTS INCLUDE FUEL, HYDRAULIC FLUID, AND OTHER OILS FROM VEHICLES AND SPILL KIT ON-SITE z x x x x z
NECESSARY MAINTENANCE AND REPAIR MUST BE MADE MACHINERY, AS WELL AS DEBRIS, FERTILIZER, PESTICIDES AND HERBICIDES, PAINTS, CONCRETE WASHOUT AREA x x x z x z 9640 SW GREEN BU RG
PRIOR TO LEAVING THE SITE. SOLVENTS, CURING COMPOUNDS AND ADHESIVES FROM CONSTRUCTION OPERATIONS. OTHER:
3. INACTIVE PERIODS GREATER THAN ONCE (:VERY MONTH. (SCHEDULEA.7.E.I.(2)) Tigard, OR 97223
FOURTEEN (14) CONSECUTIVE CALENDAR DAYS.
* SIGNIFIES ADDITIONAL BMP'S REQUIRED FOR WORK WITHIN 50' OF WATER OF THE STATE.
4. PERIODS DURING WHICH THE SITE IS INACCESSIBLE IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY AT A * SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY.
DUE TO INCLEMENT WEATHER. RELEVANT AND ACCESSIBLE DISCHARGE POINT OR PROJECT NO.: 19134
DOWNSTREAM LOCATION. RATIONALE STATEMENT DRAWN:
5. PERIODS DURING WHICH DISCHARGE IS UNLIKELY MONTHLY. RESUME MONITORING IMMEDIATELY UPON DATE: JUNE 22 2021
DUE TO FROZEN CONDITIONS. MELT, OR WHEN WEATHER CONDITIONS MAKE A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED
DISCHARGES LIKELY. 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 REVISION: DESCRIPTION:
* HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE DETERMINED TO NOT EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL
INSPECTOR TO DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS. FOR THIS PROJECT BASED ON SPECIFIC SITE CONDITIONS, INCLUDING SOIL CONDITIONS
* ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-CN PERMIT REQUIREMENTS. TOPOGRAPHIC CONSTRAINTS, ACCESSIBILITY TO THE SITE, AND OTHER RELATED CONDITIONS,
* INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200-CN PERMIT REQUIREMENTS. AS THE PROJECT PROGRESSES AND THERE IS A NEED TO REV T E ESC PLAN, AN ACTION PLAN
* RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST TO DEQ, WILL BE SUBMITTED.
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
INITIAL
LOCATION. PERMITTEE'S SITE INSPECTOR: XXxxx TBD
COMPANY/AGENCY: XX
PHONE: XXXXXW
LOCAL AGENCY-SPECIFIC EROSION FAX:
E-MAIL: XXXX
CONTROL NOTES' DESCRIPTION OF EXPERIENCE: XXXX
E 1. 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.
2. 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).
v 3. ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD, OCTOBER 01 - MAY 31.
REPRODUCTION OF THIS DRAWING IS EXPRESSLY FORBIDDEN
m WITHOUT THE SPECIFIC WRITTEN PERMISSION OF C2K
Y ARCHITECTURE INC. THIS DRAWING IS ONLY CONDITIONALLY
ISSUED, AND NEITHER RECEIPT OR POSSESSION THEREOF
x CONFERS OR TRANSFERS ANY RIGHT TO, OR LICENSE TO, USE
ATTENTION EXCAVATORS
EROSION AND SEDIMENT CONTROL PLAN INDEX THESUBJECTMA THIS DRAWING A AL
Z �-
w OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE INFORMATION SHOWN THEREON, NOR ANY RIGHT TO
- REPRODUCE THIS DRAWING OR PART THEREOF, WITHOUT THE
OfSET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER WRITTEN AUTHORIZATION OF C2K ARCHITECTURE INC.
BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST C1.0 EROSION AND SEDIMENT CONTROL COVER SHEET
cn NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699. C1.1 CLEARING AND DEMOLITION EROSION AND SEDIMENT CONTROL PLAN
o SPED PROFFS
C1.2 GRADING AND UTILITY CONSTRUCTION EROSION AND SEDIMENT ���56487�E9s/0y�
CONTROL PLAN W
C1.3 BUILDING CONSTRUCTION AND SITE PAVING EROSION AND SEDIMENT OREGON ti
CONTROL PLAN `'SFr L9' T�eN`Q
C1.4 EROSION AND SEDIMENT CONTROL DETAILS O EXPIRATION DATE: 06,30/22
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EROSION AND SEDIMENT CONTROL LEGEND
NOTE: THIS SITE IS NOT WITHIN THE
FLOOD PLAIN NOR IS IT WITHIN 200 FEET
OF SENSITIVE AREAS OR WETLANDS. EXISTING INLET PROTECTION
�—� SEDIMENT FENCE
EXISTING CONTOURS
PRE-CONSTRUCTION, CLEARING, AND DEMOLITION NOTES: EXISTING TREE ARCHITECTURE
1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL BMP BEST MANAGEMENT PRACTICE
CONST CONSTRUCT
CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL DEQ DEPARTMENT OF ENVIRONMENTAL QUALITY 1645 NW HOYT PORTLAND, OR 97209
INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. ESC/EPSC EROSION PREVENTION AND SEDIMENT CONTROL 503 444 2200
2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE, BERMS CONSTRUCTED OUT NPDES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
STD STANDARD
OF MULCH, CHIPPINGS, OR OTHER SUITABLE MATERIAL, STRAW WATTLES, OR OTHER APPROVED
TYP TYPICAL
MATERIALS.
3. SENSITIVE RESOURCES INCLUDING, BUT NOT LIMITED TO, TREES, WETLANDS, AND RIPARIAN
INSTALL SEDIMENT PROTECTION AREAS SHALL BE CLEARLY DELINEATED WITH ORANGE CONSTRUCTION FENCING OR ; •••
FENCE ALONG CHAIN LINK FENCING IN A MANNER THAT IS CLEARLY VISIBLE TO ANYONE IN THE AREA. NO • i!
�. ACTIVITIES ARE PERMITTED TO OCCUR BEYOND THE CONSTRUCTION BARRIER.
PROJECT THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME TE
` , PERIMETER,
x APPROXIMATELY 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING
"DRY WEATHER" CONSTRUCTION. "WET WEATHER" 1
CONSTRUCTION AND
1,616 LF MAINTAINED FOR THE DURATION THE PROJECT. ADDITIONAL MEASURES
CONSTRUCTION MEASURES NEED TO BE APPLIED
T
S INCLUDING, BUT NOT BETWEEN OCTOBER IST AND MAY 31ST. Janet Turney Engineering, LLC
LIMITED T0, STREET SWEEPING, AND VACUUMING, MAY BE REQUIRED TO INSURE THAT ALL PAVED
AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT.
x5,5. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO BEGINNING
X` SUBSTANTIAL CONSTRUCTION ACTIVITIES. RUN-ON AND RUN-OFF CONTROL MEASURES INCLUDE: r - - - - - - - - - -
SLOPE DRAINS (WITH OUTLET PROTECTION), CHECK DAMS, SURFACE ROUGHENING, AND BANK NOTE TO CONTRACTOR: COORDINATE TREE REMOVAL AND
STABILIZATION. POSSIBLE REPURPOSING OF WOOD FOR OTHER SITE OR
EXISTING GAS SERVICE T BUILDING USE WITH OWNER.
BE TERMINATED AT THE xx
PROPERTY LINE WITH
METER REMOVED.
COORDINATE WORK WITH \
NORTHWEST NATURAL GAS x x
XISTING HOUSE POWER /� /�
TO BE DISCONNECTED AND
e USE EXISTING PAVE REMOVED. COORDINATE X
�/
00.3 DRIVEWAY FOR CLEARING WORK WITH UTILITY X
AND DEMOLITION PHASE PROVIDER.
OF PROJECT, IF ASPHALT
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SHALL CONSTRUCT A ROCK - - - - -
CONSTRUCTION ENTRANCE ` , ` / CITY STAMP
X X n -
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/
L . .'. o '... . . . . . AND STAIRS $51074 II /
\ • . ! X-- X X X X X / X - X -- X -- i FFSITE TREES TO
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� ry�� 1252 9640 SW GREENBURG
/ \ . . . REMOVED. COORDINATE ALL WALKS, DECKING \ \ \ / 7176
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1 / � r/' °. / ' • WORK WITH UTILITY AND/OR STAIRS ` / / / I
EXISTING GAS SERVICE T T ' _ / / LJ/ / / I / .
BE TERMINATED AT THE /1 '�. E PROVIDER. }// /
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WORK ° / / . r / ' / /
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I . �. . /509� r`.-" II / // f i l REVISION: DESCRIPTION:
' ! DEMOLITION WORK. SET
-�, '_�. G . . . . /� it I' // // REMOVE ALL EXISTING I 1 ( I
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. .'. . ° / REMAIN, PROTECT FROM REMAIN, PROTECT FROM
155 11 1 - f „ _ + _ / !1 I DEMOLITION WORK. SET - DEMOLITION WORK. SET REPRODUCTION OF THIS DRAWING IS EXPRESSLY FORBIDDEN
c>I . . . r . . , . ./_. . -,� ' REMAIN, PROTECT FROM WITHOUT THE SPECIFIC WRITTEN PERMISSION OF C2K
/ ' SEDIMENT FENCE A SEDIMENT FENCE A DEMOLITION WORK. SET ARCHITECTURE INC. THIS DRAWING IS ONLY CONDITIONALLY
YI ) I / 1j 'll MINIMUM 10 FEET FROM MINIMUM 10 FEET FROM JEFFREY A ROTH & LEHMANN STREET' ANGELINA V ANAST 11ARSHA I TOBY
[IfU V / SEDIMENT FENCE A ISSUED,AND CONFERS OR TRITHER RECEIPT ANSFERS ANY OR
TO,POSSESSION
LICENSE O, USE
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i1 / PROPERTY LINE HERE. PROPERTY LINE HERE. BETTY A IZO7F1 PROPERT'IE'S LLC j DOCUMENT UNAVAILABLE' DOCUMENT NO. J1989-06'31:1' MINIMUM 10 FEET FROM
//�� // / DOC(IMENNT NO. 1 991 -039750 DOCUMENT NO. 201 2-0360 76 PROPERTY LINE HERE.
m . . .f. ,. . �� ALBERT T r I THE SUBJECT MATTER OF THIS DRAWING OR ANY TECHNICAL
Z q r- 4J -/ e " ""-' i.; , F� S'I =j _ _-1 i t C, I INFORMATION SHOWN THEREON, NOR ANY RIGHT TO
/� DOCUMENT NO. 2008-017232 - : REPRODUCE THIS DRAWING OR PART THEREOF, WITHOUT THE
j !- ( LOT 3 ! LOT 2 WRITTEN AUTHORIZATION OF C2K ARCHITECTURE INC.
.'l./ . . .. LOT 4
. . o / / ( .. BLOCK I BLOCK I I BLOCK I
LEHMANN ACRE TRACT LEHMANN ACRE TRACT
o ,1 LEHMANN ACRE TRACT � � PEp PROFF
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m OREGON
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JI ✓A F? 09,tUP��cP
EXPIRATION DATE: 06/30.@2
p
N SHEET TITLE:
CLEARING AND DEMOLITION
C2 <
IJ EROSION AND SEDIMENT
O CONTROL PLAN
PLAN SCALE
SHEET NO.:
d 20 0 10 20 40
r
v
N 1 .
0 1 INCH = 20 FT. LU c 1 Q
N
N
N
N
O
GRADING AND UTILITY EROSION AND SEDIMENT CONSTRUCTION 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN
NOTES: CONFIGURATION. DURING "WET WEATHER" PERIODS, STOCKPILES SHALL BE A LOCATION THAT DOES NOT PROVIDE RUN-OFF THAT CAN ENTER THE STORM
COVERED WITH PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED EROSION AND SEDIMENT CONTROL LEGEND
1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF REQUIRED AROUND THE PERIMETER OF THE STOCKPILE. GREATER THAN 50' FROM ANY DISCHARGE POINT, SECONDARY MEASURES SUCH AS
ONE OF THE FOLLOWING MIXTURES, UNLESS OTHERWISE AUTHORIZED: BERMS OR TEMPORARY SETTLING PITS MAY BE REQUIRED. THE WASH-OUT SHALL BE CONSTRUCTION ENTRANCE
A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. SEE 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES
RESTORATION PLAN FOR APPROPRIATE SEED MIX.
TEMPORARY SEEDING AND MULCHING EROSION CONTROL BLANKETS OR MATS 50% OF THE CAPACITY.
-
B. DWARF GRASS MIX (MIN. 100 LB./AC.) MID-SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES.
SLOPES EXCEEDING 25% MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES. 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE . CONCRETE TRUCK WASH ARCHITECTURE
1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) TRANSFERRED TO THE STORM WATER SYSTEM. SWEEPINGS SHALL BE PICKED UP -----'
2. CREEPING RED FESCUE (20% BY WEIGHT) 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL AND DISPOSED IN THE TRASH.
C. STANDARD HEIGHT GRASS MIX (MIN. 100LB./AC.) MEASURES INCLUDING THE APPLICATION OF A FINE SPRAY OF WATER, PLASTIC EXISTING INLET PROTECTION
1. ANNUAL RYEGRASS (40% BY WEIGHT) SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES. 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO 1645 NW HOYT PORTLAND, OR 97209
2. TURF-TYPE FESCUE (60% BY WEIGHT) THE STORM WATER SYSTEM. 5034442200
8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF O NEW INLET PROTECTION
2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. 14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT
SURFACE ROUGHENED BY MEANS OF TRACK-WALKING OR THE USE OF OTHER ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, TIRE WASHES, STREET RUN-OFF FROM REACHING DISCHARGE POINTS.
APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED BEDDING AND SWEEPING, AND VACUUMING MAY BE BE REQUIRED TO INSURE THAT ALL PAVED SEDIMENT FENCE
REDUCES RUN-OFF VELOCITY. AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN
APPLYING SEAL COAT, TACK COAT, ETC. TO PREVENT INTRODUCING THESE EXISTING CONTOURS
3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE MATERIALS TO THE STORM WATER SYSTEM. +°.'•••' 't
ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING WITH APPROVED USE OF APPROVED INLET PROTECTION MEASURES. ALL INLET PROTECTION EXISTING TREE
MIX AND APPLICATION RATE. MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED. JTE
BMP BEST MANAGEMENT PRACTICE
4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN CONST CONSTRUCT
EXPOSED SOIL WITH PLASTIC SHEETING, STRAW MULCHING, WOOD CHIPS, OR WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN DEQ DEPARTMENT OF ENVIRONMENTAL QUALITY Janet Turner Engineering, LLC
OTHER APPROVED MEASURES. WATER. ESC/EPSC EROSION PREVENTION AND SEDIMENT CONTROL
NPDES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
STD STANDARD
TYP TYPICAL
I I
EROSION AND SEDIMENT CONTROL BMP IMPLEMENTATION: I i
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 I
CONSTRUCTION ACTIVITIES.
2. MAJORITY OF SITE EARTHWORK OPERATIONS SHALL BE PLACEMENT OF IMPORTED THESE EROSION AND SEDIMENT CONTROL PLANS
FILL MATERIAL, WITH LIMITED EXCAVATION/CUT. STOCKPILE AREA WILL BE LIMITED/ ASSUME "DRY WEATHER" CONSTRUCTION. "WET F IN SIZE AND NOT REQUIRE RELOCATION. WEATHER" CONSTRUCTION MEASURES NEED TO BE I
AINTAIN SEDIMENTeS 3. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE APPLIED BETWEEN OCTOBER IST AND MAY 31ST. I
f FENCE ALONG C1.4 )
PROJECT
INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED GRADE AS
C PERIMETER, SHOWN ON THESE PLANS.
/ \\37�, T\ APPROXIMATELY 4. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING" SHALL BE IN I - - - - - _ - -
/y \ 1,587 LF C - - - _ - J
PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. C
ITY STAMP
5. ALL STORMWATER FACILITIES SHALL BE CONSTRUCTED AND LANDSCAPED PRIOR SHEET NOTES
EGIN WALL \ \\ TO THE STORM WATER SYSTEM FUNCTIONING AND SITE PAVING. 1. REFER TO SHEET C1.4 FOR EROSION CONTROL
CONSTRUCTION \ \\ \ NOTES AND DETAILS.
TWALL= 251.75 q\
/ FS (HIGH)= 250.756.
6. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING FS (LOW)= 250.75 \ \\\ ACTIVITIES. 2. REFER TO LANDSCAPE PLANS FOR TREE
PROTECTION AND GROUND STABILIZATION
- co q\\\ INFORMATION.
STM
I
co
WET WEATHER EROSION CONTROL NOTE: i
\ \� F' ON SEPTEMBER 1ST OF EACH YEAR, IF THERE ARE EXPOSED SOILS, DISTURBED AREAS, OR GROUND-COVER VEGETATION
7 \\ \ �6 NOT FULLY ESTABLISHED SUFFICIENT TO PREVENT EROSION, A SPECIFIC EROSION CONTROL PLAN SHALL BE PREPARED
BASED ON THE EXISTING AND EXPECTED SITE CONDITIONS USING THE WET WEATHER EROSION PREVENTION MEASURES I i
Ilk EROSION PREVENTION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL CHAPTER 4 FOR REQUIREMENTS). o
FOR SURFACE WATER FACILITIES, FIBER MATTING SHALL BE INSTALLED IN ALL AREAS EXPOSED TO WATER FLOW OR jLn
CO \ \ \\ INUNDATION; FREE-FLOATING MULCH SHALL NOT BE USED IN AREAS SUBJECT TO INUNDATION. FIBER MATTING SHALL I j
EITHER BE SEEDED (PER THE DESIGN) OR PLACED PRIOR TO PLANTING OF PLUGS, CUTTINGS, REEDS, RUSHES, OR
SHRUBS. ALL MEASURES AND SPECIFICATIONS FOR MATERIALS USED SHALL BE PER PLAN OR AS SPECIFICALLY APPROVED
BY THE ENGINEER AND CITY INSPECTOR. IF ANY ADDITIONAL AREAS BECOME EXPOSED, DISTURBED, OR STRIPPED OF
4 TERRACE
VEGETATION BETWEEN OCTOBER IST AND MAY 31ST, THE PLAN SHALL BE REVISED OR OTHERWISE EXPANDED PER THE
STANDARDS AND AS DIRECTED BY THE ENGINEER AND CITY INSPECTOR. PRIOR TO OCTOBER 1ST OF EACH YEAR, WET z
WEATHER MEASURES SHALL BE INSTALLED AND FULLY FUNCTIONAL. I I GLENN
} ff
co it, i APARTMENTS
co J
J� A�'P
I Ira
o
\\\ \ BEGIN WALL ,
RUTI
ON (CORNER II
OWNER:CONSTRUCTON WALL CONSRELATED NW 240.50 TWALL= 238.20WASHINGTpN SQUARE FS (HIGH)= 240.03 FS (HIGH)= 237.84
coRpAp FS (LOW)= 239.00 9;55 9 c
FS (LOW)= 236.70
cc co
coo
'D D
O - F ",` "y\ \4 INSTALL SEDIMENT 5 ADDRESS:
i/ co r^ FENCE ON PERIMETER C1.4
CO - SAN -- - SAN - -i SAN - SAN - - SAN - - SAN 0 - SAN - - SAN - - SAN - OF UTILITY TRENCH 9640 SW G R E E N B U R G
7 rr \ l l I r / i \ { r ,� S9 S�, Fa7r-
%
_ -F_�F- -F-1-F- _F- -F-
_p_ -F CO WJS - - WJS - - "IS -0 WJ-S - _� WJS - B AREA
. . "�. '� \ / / / 1 / ( /- ti w W- W- - W - - W- - W-1 - w _ _ _ \JJJ I- - Tigard, OR 97223
j{l�` SFMH
=co
: - -� STM - STM - -0-- STM M I ROTECT ROOT ZONE OF 1
Q / / \\ \ \\ Sy 4 `Q9 w % I c0 I I EXISTING TREES, PLACE C1.4
PROTECTIVE FENCING AS
NEEDED. PROJECT NO.: 19134
/ \ \ \ \\ "� `C \ I I DRAWN:
- STM - - STM - - STM -O- - STM -
�J \ CO I
/ \ i co co _STM DATE: JUNE 22 2021
CO
-F- � -F� qN
SAN -�
�s _
- f
W- - r \F REVISION: DESCRIPTION:
I -
)CO STM s� l J
I
,
Lo
I // J I !n
/ / l _ 1 t \/ ! � // WALL CONSTRUCTION (CORNER) STM
TWALL= 257.16
,r / l r,' ✓ !lJl / �/ FS (HIGH)= 256.16
FS (LOW)= 251.52
A
o O . ,.. /( /, //// \3 WALL CONSTRUCTION (CORNER)
TWALL= 256,91
FS (HIGH)= 255.91
N
CO FS (LOW)= 251.52
15
W - _ � / , I I I � / / I I I REPRODUCTION OF THIS DRAWING IS EXPRESSLY FORBIDDEN
,!, / AD I _ADjo WITHOUT THE SPECIFIC WRITTEN PERMISSION OF C2K
rn 3 - - - - (� %/ I ARCHITECTURE INC. THIS DRAWING IS ONLY CONDITIONALLY
YI 3 2 ROCK CONSTRUCTIO Q \'�C I \ F ISSUED,AND NEITHER RECEIPT OR POSSESSION THEREOF
(D a ENTRANCE AND \ CONFERS OR TRANSFERS ANY RIGHT TO, OR LICENSE TO, USE
C1.4 C1.4
j + TRUCK WHEEL WASH \ y. \,SS, \s�� S��i "I I THE SUBJECT MATTER OF THIS DRAWING OR ANY TECHNICAL
Z r LOCATION JUST sn' T^yM INFORMATION SHOWN THEREON, NOR ANY RIGHT TO
W
THIS WIN PART THEREOF WITHOUT THE
W
/ NORTH OF EXISTING �}-- - M - SrM - STM - STM STM STM STM O- STM STM STM STM STM STM SFMH
REPRODUCE S DRA GOR
UTILITY POLE CO CO CO / CO I WRITTEN AUTHORIZATION OF C2K ARCHITECTURE INC.
ONCRETE TRUCK 6
WASH AREA C1.4 ND WALL CONSTRUCTION / K 5 € I ( PEp PROFESS
v / i TWALL= 253.41 / Cn I `' NGINEF io
l t l J a; o I ND WALL CONSTRUCTION �5 a7 E9 v
/ FS (HIGH)= 252.41 G I Uj T
� PWR PWR PWR PWR PWR PWR PWR PWR PWR PWR PWR PWR PWR PWR PWR PWR PWR PWR ;13WR TWALL= 234.50
FS (LOW)= 252.41 - r,JVrW'
TMmc Z= FS (HIGH)= 232.77 V
(�I.atr��7�� �.� %' ( V FS (LOW)= 232.77 � OREGco
ON�oy
q. q.
B B \ I - 9� Y 09. 2
_ l
- - -- - -
� l 71 XPIRATON DATE: O6I30122
N 89 53'00 W 542. 18'
E/
SHEET TITLE:
~ GRADING AND UTILITY
TMP 7 INSTALL NEW INLET
( I I Cl 4 NLLETS S PLACED;. PLAN SCALE
CONSTRUCTION EROSION AND
SEDIMENT CONTROL PLAN
I < I O
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C2 (
I
1 INCH = 20 FT.
7 SHEET NO.:
Wa
c
C1 ,92
a
0
ABBREVIATIONS TAG LEGEND GENERAL NOTES
@ AT FIXT FIXTURE QTZ QUARTZ NOT ALL TAGS MAY BE USED 1. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF
AIV AUDIO VISUAL FL FLOOR THE 2019 OREGON SPECIALTY STRUCTURAL CODE; CITY
AS ANCHOR BOLT FLDG FOLDING PORC PORCELAIN AND COUNTY ORDINANCES;AND APPLICABLE, HEALTH,
AC AIR CONDITIONING FLR FLOOR PREFIN PREFINISHED 1 PLUMBING, MECHANICAL, FIRE AND ELECTRICAL CODES. C2 <
ACDN ACCORDION FLRG FLOORING PREM PREMIUM ELEVATION
ACOUST ACOUSTICAL FLSHG FLASHING PRKG PARKING NUMBER 2. IN PERFORMING PROFESSIONAL SERVICES FOR THIS
ACP ACOUSTICAL CEILING PANEL FOC FACE OF CONCRETE PSI POUNDS PER SQUARE INCH A101 BUILDING ELEVATION PROJECT, C2K ARCHITECTURE, INC. ISSUES, EXPRESSES ARCHITECTURE
ACT ACOUSTICAL CEILING TILE FOF FACE OF FINISH PT PRESERVATIVE TREATED, OR IMPLIES NO WARRANTIES OR CERTIFICATIONS.
AD AREA DRAIN FOS FACE OF STRUCTURE POST-TENSIONED SHEET
ADA AMERICANS WITH DISABILITIES ACT FO FACE OF PTD PAPER TOWEL DISPENSER NUMBER 3. CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND 1645 NW HOYT
ADJ ADJUST, ADJUSTABLE FP FIREPROOF PTD/R PAPER TOWEL DISPENSER METHODS OF CONSTRUCTION AND SHALL COORDINATE
AESS ARCHITECTURAL EXPOSED FPFG FIREPROOFING AND RECEPTACLE ALL CONSTRUCTION EFFORTS WITH OWNER'S PORTLAND OREGON 97209
STRUCTURAL STEEL FR FIRE RATED PTN PARTITION �11 REQUIREMENTS.
AFF ABOVE FINISH FLOOR FIRM FRAME PTR PAPER TOWEL RECEPTACLE ELEVATION --- 503 444 2200
ALUM ALUMINUM FRMD FRAMED PVC POLYVINYLCHLORIDE NUMBER INTERIOR ELEVATION TAG 4. PROVIDE CODE REQUIRED FIRESTOP MATERIAL AT ALL
APPROX APPROXIMATELY FRMG FRAMING PWD PLYWOOD A101 PENETRATIONS OF RATED ASSEMBLIES.
ARCH ARCHITECTURAL FBG FIBERGLASS SHEET - --
ASPH ASPHALT FRP FIBER GLASS REINFORCED PANELS R RADIUS, RISER, RISERS, NUMBER 5. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR
AUTO AUTOMATIC FRT FIRE RETARDANT TREATED RANGE LOCATING, IDENTIFYING, OR SPECIFYING MEANS OF
FS FULL SIZE, FIRESTOPPING RAD RADIUS REMOVAL OF ANY HAZARDOUS MATERIALS. HAZARDOUS
FT FOOT, FEET RS HK ROBE HOOK MATERIAL TESTING SHALL BE COMPLETED BY OWNER
BC BOTTOM OF CURB FTG FOOTING RCP REFLECTED CEILING PLAN SECTION CONTRACTED CONSULTANT.
BD BOARD RD ROOF DRAIN NUMBERjl SIM
BDRM BEDROOM GA GAUGE REF REFERENCE BUILDING SECTION 6. SOLID WOOD OR APPROVED LIGHT GAUGE METAL
BITUM BITUMINOUS GALV GALVANIZED REFR REFRIGERATORA101 BLOCKING SECURED TO WALL FRAMING SHALL BE
BKR BACKER GB GRAB BAR REINF REINFORCED, REINFORCING INSTALLED IN PARTITIONS AT ALL GRAB BARS, PLUMBING
BL BLINDS GBATH GUEST BATH RES RESIN SHEET FIXTURES, WALL CABINETS, HARDWARE,AND ANY WALL
BLDG BUILDING GBDRM GUEST BEDROOM RESIL RESILIENT NUMBER MOUNTED ACCESSORIES REQUIRING SUPPORT.
BILK BLOCK GO GARBAGE DISPOSAL RF RUBBER FLOORING
BLKG BLOCKING GFRC GLASS FIBER REINFORCED RM ROOM 7. CONTRACTOR SHALL COORDINATE ALL WORK WITH
BLKT BLANKET CONCRETE RO ROUGH OPENING SIM OWNER AND OWNER PROVIDED CONTRACTORS, IF ANY,AS — — — — — — — — — — — — —
BM BEAM GFRG GLASS FIBER REINFORCED RR REST ROOM 1 WALL SECTION REQUIRED TO IMPLEMENT SCOPE OF WORK.
BOT/BTM BOTTOM GYPSUM A101
BUR BUILT-UP BITUMINOUS ROOFING GI GALVANIZED IRON S&R STILE AND RAIL 8. THE CONTRACTOR SHALL ACKNOWLEDGE AND
BW BOTTOM OF WALL GL GLASS S&V STAIN AND VARNISH UNDERSTAND THAT THE CONTRACT DOCUMENTS MAY
GLULAM GLU-LAMINIATED SAF SELF-ADHERED FLASHING REPRESENT IMPERFECT DATA AND MAY CONTAIN ERRORS,
C CARPET GND GROUND SBS STYRENE BUTADIENE SIM OMISSIONS, CONFLICTS, INCONSISTENCIES, CODE
CAB CABINET GYP GYPSUM STYRENE VIOLATIONS, AND IMPROPER USE OF MATERIALS. SUCH
CEM CEMENT, CEMENTITIOUS GYP BD GYPSUM BOARD SC SEALED CONCRETE AA101 DEFICIENCIES WILL BE CORRECTED WHEN IDENTIFIED.
CG CORNER GUARD SC SOLID CORE DETAIL/ ENLARGED PLAN REFERENCE THE CONTRACTOR SHALL CAREFULLY STUDY AND
CI CAST IRON HB HOSE BIBB SCD SEAT COVER DISPENSER COMPARE THE INDIVIDUAL CONTRACT DOCUMENTS AND j
CIP CAST IN PLACE HC HOLLOW CORE SCHED SCHEDULE SIM REPORT AT ONCE IN WRITING TO THE ARCHITECT ANY
CJ CONTROL JOINT HDW HARDWARE SCRN SCREEN 1� DEFICIENCIES OR BEAR THE RISK AND EXPENSE OF ANY
CK TP COOK TOP HDWO HARDWOOD SO SOAP DISPENSER AA101 FAILURE TO DO SO. THE CONTRACTOR SHALL REQUIRE
CL CENTER LINE HM HOLLOW METAL SECT SECTION, SECTIONAL DETAIL REFERENCE EACH SUBCONTRACTOR TO LIKEWISE STUDY THE
CLG CEILING HORIZ HORIZONTAL SF SQUARE FEET, DOCUMENTS AND IMMEDIATELY REPORT ANY
CLO CLOSER HP HEAT PUMP STOREFRONT DEFICIENCIES.
CLR CLEAR HR HOUR SG SAFETY GLASS
CMU CONCRETE MASONRY UNITS HT HEIGHT SH SHELF, SHINGLES XX 9. INTERIOR FINISHES TO MEET OSSC SECTION 803 CLASS A
CNTR COUNTER HT SAF HIGH TEMPERATURE SELF- SHR SHOWER FLAME SPREAD AND SMOKE-DEVELOPED INDEX
COL COLUMN ADHERED FLASHING SHT SHEET KEY NOTE REQUIREMENTS;AND ALL ACCESSIBILTY REQUIREMENTS L — — — — — —
COMP COMPOSITE SHTG SHEATHING AS NOTED ON PLANS AND PER ALL APPLICABLE CODE CITY STAMP
CONC CONCRETE ID INSIDE DIAMETER SIM SIMILAR REQUIREMENTS.
COND CONDITION IN INCH, INCHES SLDG SLIDING
CONSTR CONSTRUCTION INSUL INSULATION SLNT SEALANT WINDOW TYPE
CONT CONTINUOUS INT INTERIOR SND SANITARY NAPKIN DISPENSER T. 0. SILL
CORR CORRIDOR INTUM INTUMESCENT SNR SANITARY NAPKIN RECEPTACLE
CSMU CALCIUM SILICATE MASONRY UNIT SOG SLAB ON GRADE
CTG COATING JAN JANITOR SQ SQUARE ELEVATION / SECTION DATUM HEIGHT
CTR CENTER JST JOIST SS STAINLESS STEEL
CTRL CONTROL JT JOINT SSURF SOLID SURFACE 0'-01�
CTSK COUNTERSINK SSD SEE STRUCTURAL DRAWINGS
CTV CABLE TV KIT KITCHEN STD STANDARD PLAN DATUM HEIGHT
CU CUBIC KD KNOCKED DOWN STL STEEL INDICATES
CUST CUSTOM STN STAIN TRUE NORTH
CW CURTAIN WALL L LINEN, LINOLEUM STOR STORAGE
LAV LAVATORY SUSP SUSPENDED
DBL DOUBLE LF LINEAL FEET SV SHEET VINYL
DEC DECORATIVE LIB LIBRARY SYM SYMMETRICAL
DEFL DEFLECTION LIV LIVING SYS SYSTEM INDICATES
DEMO DEMOLISH LKR LOCKER NORTH NORTH ARROW
DEPT DEPARTMENT TL TILE
DF DRINKING FOUNTAIN MACH MACHINE T&B TOP AND BOTTOM
DIA DIAMETER MAINT MAINTENANCE T&G TONGUE AND GROOVE 4.2 TERRACE GLEN
DIM DIMENSION MAX MAXIMUM TB TACK BOARD,TOWEL BAR
DISP DISPENSER MBATH MASTER BATH TC TOP OF CURB, BUILDING GRID DESIGNATION
DN DOWN MBDRM MASTER BEDROOM TRAFFIC COATING
DR DOOR, DINING ROOM MC MEDICINE CABINET TEl TELEPHONE AREA APARTMENTS
DRS DOORS MDF MEDIUM DENSITY FIBERBOARD TF TERRAZZO FLOORING REVISED
DS DOWNSPOUT MDO MEDIUM DENSITY OVERLAY THK THICK
DW DISHWASHER MECH MECHANICAL THRES THRESHOLD {
DWG DRAWING MED MEDICATION TMPD TEMPERED
DWR DRAWER MEMB MEMBRANE T.O. TOP OF X
MFR MANUFACTURER TPD TOILET PAPER DISPENSER ADDENDUM REVISION NUMBER
(E) EXISTING MH MANHOLE TPO THERMOPLASTIC POYOLEFIN
EA EACH MIN MINIMUM TR TOILET ROOM
EIFS EXTERIOR INSULATION AND MIRR MIRROR TV TELEVISION
FINISH SYSTEM MISC MISCELLANEOUS TW TOP OF WALL
EJ EXPANSION JOINT MO MASONRY OPENING TYP TYPICAL
EL ELEVATION MP METALPANEL DOOR
ELEC ELECTRICAL MTD MOUNTED UNDERLAY UNDERLAYMENT NUMBER
ELEV ELEVATOR MTL METAL UON UNLESS OTHERWISE NOTED OWNER:
EMER EMERGENCY MUL MULLION UR URINAL DOOR TAG
ENCL ENCLOSURE MW MICROWAVE UTIL UTILITY RELATED NW
ENTR ENTRANCE
EOS EDGE OF SLAB N/A NOT APPLICABLE VCT VINYL COMPOSITION TILE THIS IS
EPS EXPANDED POLYSTYRENE NC NON COMBUSTIBLE VEHIC VEHICULAR ROOM THE ROOM
NUMBER
EQ EQUAL NIC NOT IN CONTRACT VERT VERTICAL NAME
EQPT EQUIPMENT NOM NOMINAL VEST VESTIBULE 1001
ES EACH SIDE NTS NOT TO SCALE VF VINYL FLOORING 150 SF ROOM TAG
EV ELECTRIC VEHICLE VFY VERIFY ROOM
ADDRESS:
EW EACH WAY OBS OBSCURE VIF VERIFY IN FIELD 9640 S W G R E E N B U RG
EWC ELECTRIC WATER COOLER OC ON CENTER VG VERTICAL GRAIN
EX EXHAUST OD OUTSIDE DIAMETER VNR VENEER
EXIST EXISTING OFF OFFICE VP VENEER PLASTER 0'-0" CEILINGHEIGHT(AFF)TAG TIGARD, OR 97223
EXP EXPANSION OH OPPOSITE HAND, OVERHEAD
EXT EXTERIOR OPP OPPOSITE W/ WITH
OZ OUNCE W/O WITHOUT S2.o1N=�— WALL TYPE TAG
F FABRIC, FIBER OFCI OWNER FURNISHED, INSTALLED WC WALLCOVERING, (SEE INTERIOR WALL TYPE LEGEND FOR
FA FIRE ALARM, FLUID APPLIED BY CONTRACTOR WATER CLOSET EXPLANATION)
FB FLAT BAR OFOI OWNER FURNISHED, INSTALLED WD WOOD
FC FIBER CEMENT BY OWNER W/D WASHER DRYER PROJECT NO.: 19134
FD FLOOR DRAIN WIF WOODFL RING
DRAWN: Author
FE FIRE EXTINGUISHER WH WALL HUNG
FEC FIRE EXTINGUISHER CAB P PAINT, PANTRY WOM WALK OFF MAT DATE: JUNE 22 2021
FF FINISH FLOOR P/L PROPERTY LINE WP WATERPROOF
FF SAM FOIL FACED SELF-ADHERED PART BD PARTICLE BOARD WPFG WATERPROOFING
MEMBRANE PC PRECAST WR WATER RESISTANT, REVISION: DESCRIPTION:
FFE FINISH FLOOR ELEVATION PED PEDESTRIAN WATER RESISTIVE
FHC FIRE HOSE CABINET PERF PERFORATED WRB WEATHER RESISTANT BARRIER
FIN FINISH PH PENTHOUSE WS WATERSTOP
PKG PACKAGE WT WEIGHT
PL PLATE WW WINDOW WALL
PLAM PLASTIC LAMINATE WWF WOVEN WIRE FABRIC
PLAST PLASTER, PLASTIC
PNL PANEL YD YARD
POL POLISHED
POLYISO POLYISOCYANURATE XPS EXTRUDED POLYSTYRENE
PP POWER POLE
PR PAIR
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GENERAL NOTES
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GENERAL NOTES - DEMO PLAN
1. ALL EXISTING STRUCTURES, PAVEMENT,AND CONCRETE TO BE
DEMOLISHED
2. ALL EXISTING TREES TO BE REMOVED
3. GC TO COORIDINATE WITH OWNERSHIP AND DESIGN TEAM
TREES TO BE REPURPOSED ARCHITECTURE
4. GC TO COORIDINATE WITH OWNERSHIP AND DESIGN TEAM
SELECT ELEMENTS OF EXISTING STRUCTURE TO BE SALVAGED 1645 NW HOYT
PORTLAND OREGON 97209
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