HomeMy WebLinkAboutHampton Street ApartmentsLAND USE #
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SHEET TITLE
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78628PE
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ATTHEW C . L E W I S
RENEWS: 12/31/2024
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CITY PROJECT NO. PFI2022-00312, TVWD PROJECT NO. E8372
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HAMPTON STREET APTS
7035 SW HAMPTON ST, TIGARD, OREGON 97223
VICINITY MAP
SCALE: NTS
SITE MAP
SCALE: NTS
DIG TIGARD QQZB, LLC
PREPARED FOR:
PROJECT TEAM
CIVIL ENGINEER
APPLICANT
LANDSCAPE ARCHITECT
ARCHITECT
SURVEYOR
DIG TIGARD QOZB, LLC
ATTN: BRENNER DANIELS
5011 WOODCREST LN.
LAKE GROVE, OR 97035
PHONE: (503) 819-2076
CARDNO
ATTN: MATTHEW LEWIS, PE
6720 SW MACADAM AVE., SUITE 150
PORTLAND, OREGON 97219
PHONE: (503) 419-2500
FAX: (503) 419-2600
CARDNO
ATTN: BECKY STRICKLER, RLA
6720 SW MACADAM AVE., SUITE 150
PORTLAND, OREGON 97219
PHONE: (503) 419-2500
FAX: (503) 419-2600
LEEB ARCHITECTS
ATTN: STEVE SANDSTROM
308 SW FIRST AVENUE, SUITE 200
PORTLAND, OR 97204
PHONE: (503) 228-2840
ALL COUNTY SURVEYORS & PLANNERS
ATTN: DALE L. HULT, PLS
39660 PLEASANT ST
SANDY, OR 97055
PHONE: (503) 668-3151
GEOTECHNICAL ENGINEER
RHINO ONE GEOTECHNICAL
ATTN: RAJIV ALI
12308 NE 56TH STREET UNIT 1107
VANCOUVER, WA 9882
PHONE: (360) 258-1738
UTILITY CONTACTS
CABLE
TELEPHONEPOWER
QWEST
ATTN: KENNETH SCIULLI
8021 SW CAPITOL HILL RD.
PORTLAND, OREGON 97219
PHONE: (503) 242-0304
COMCAST
ATTN: ALEX SILANTIEV
11308 SW 68TH PKWY.
TIGARD, OREGON 97223
PHONE: (503) 596-3733
PGE
ATTN: RICO TORRES SOLIS
3700 SE 17TH AVE.
PORTLAND, OREGON 97202
PHONE: (503) 403-9084
WATER
TUALATIN VALLEY WATER DISTRICT
ATTN: MATT PALMER, PE
1850 SW 170TH AVE
BEAVERTON, OR 97003
PHONE (503) 848-3047
ATTENTION: 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 THE RULES
BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER
FOR THE OREGON UTILITY NOTIFICATION CENTER IS
(503) 232-1987).
SITE IS APPROXIMATELY 0.48 AC. LOCATED ON THE NORTH WEST SIDE OF THE
INTERSECTION OF SW HAMPTON STREET AND SW 70 AVENUE.
LOCATED IN SW 1/4 OF SECTION 1, TOWNSHIP 2 SOUTH, RANGE 1 WEST,
WILLAMETTE MERIDIAN, WASHINGTON COUNTY, OREGON
SITE INFORMATION
BASIS OF BEARINGS
BAIS OF BEARINGS OF THIS SURVEY IS BASED ON RECORD OF SURVEY
NO. 22627 RECORDED IN WASHINGTON COUNTY, OREGON, BEING THE
CENTER LINE SOUTHWEST HAMPTON STREET, BEARING BEING
S73°22'48"E.
DATUM
ELEVATION DATUM: NAVD88 VERTICAL DATUM
BENCHMARK: CP #99 PK NAIL
LOCATION: ON THE NORTHERLY SIDE OF SW HAMPTON STREET ON THE
WESTERLY SIDE OF THE SW 70TH AVE.
ELEVATION: 240.53 FEET
NATURAL GAS
NW NATURAL
ATTN: RICHARD GIRARD, PE
220 NW 2ND AVENUE
PORTLAND, OREGON 97209
PHONE: (503) 226-4211
VICINITY MAP
SITE MAP
SW HAMPTON ST
SW GONZAGA ST.
SW
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PROJECT LOCATION
FIRE DEPARTMENT
TUALATIN VALLEY FIRE AND RESCUE
ATTN: ALEXANDER MCGLADREY
11945 SW 70TH AVE
TIGARD, OR 97223
PHONE: (503) 259-1420
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US ROUTE 26
PROJECT LOCATION
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SHEET INDEX
C0.00 COVER SHEET
C0.01 GENERAL NOTES
C0.02 TYPICAL STREET SECTIONS
C1.00 DEMOLITION PLAN
C2.01 SW HAMPTON ST PLAN & PROFILE
C2.02 SW 70TH AVE PLAN & PROFILE
C3.00 SIGNING & STRIPING PLAN
C4.01 SW HAMPTON ST UTILITY PLAN & PROFILE
C4.02 SW 70TH AVE UTIILITY PLAN & PROFILE
C5.00 DETAILS
C5.01 DETAILS
C5.10 DETAILS
C5.11 DETAILS
C5.20 DETAILS
C5.21 DETAILS
C5.22 DETAILS
C5.30 DETAILS
C5.31 DETAILS
C5.40 DETAILS
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COVER SHEET
C0.00
04/19/2022
LAG
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L1.00 LANDSCAPE PLANTING PLAN
L2.00 IRRIGATION PLAN
L2.10 IRRIGATION DETAILS AND NOTES
E1.00 SITE PLAN - PHOTOMETRIC
PERMIT INFORMATION
PFI PERMIT NO. PFI2022-0312
TVWD PROJECT NO. E8372
GE
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04/19/2022
LAG
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LAND USE #
DESIGNED
SHEET NUMBER
SHEET TITLE
PROJECT #
CHECKED
DRAWN
DATE
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M
ATTHEW C . L E W I S
RENEWS: 12/31/2024
OREGON
E N G I NEERREGISTERED PROFESSIO
N
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CITY PROJECT NO. PFI2022-00312, TVWD PROJECT NO. E8372
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EROSION CONTROL NOTES
1.ALL EROSION PREVENTION MEASURES SHALL BE IN PLACE, FUNCTIONAL, AND APPROVED IN ACCORDANCE WITH
THE APPROVED EROSION PREVENTION AND SEDIMENT CONTROL PLAN PRIOR TO COMMENCEMENT OF
CONSTRUCTION ACTIVITIES. ALL SOIL DISTURBING AND CONSTRUCTION ACTIVITIES SHALL BE CONDUCTED IN
ACCORDANCE WITH MMC CHAPTER 16.28 EROSION CONTROL AND ANY APPLICABLE LOCAL, STATE, OR FEDERAL
REQUIREMENTS.
2.ALL EROSION PREVENTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED.
3.ALTERNATE SEDIMENT CONTROLS MUST PROVIDE A DISCHARGE THAT IS CLEAN AND FREE OF SEDIMENT,
SURFACTANTS, AND OTHER POLLUTANTS PRIOR TO ENTERING THE STORM SYSTEM. APPROVAL OF ALTERNATIVE
SEDIMENT CONTROLS BY THE CITY OF TIGARD ENVIRONMENTAL SERVICES COORDINATOR IS REQUIRED PRIOR TO
INSTALLATION.
4.DUMPING OR DISPOSAL OF SPOIL MATERIALS INTO ANY STREAM CORRIDOR, WETLAND, SURFACE WATER, OR ON
ANY PUBLIC OR PRIVATE PROPERTY NOT SPECIFIED FOR SAID PURPOSE IS PROHIBITED.
5.SEDIMENT AND POLLUTANTS SHALL NOT BE WASHED INTO STORM SEWERS, DRAINAGE WAYS, OR WATER BODIES.
DRY SWEEPING SHALL BE IMPLEMENTED TO CLEAN UP CONSTRUCTION AREAS TO PREVENT RELEASE OF
SEDIMENTS INTO THE STORM SYSTEM.
6.DISPOSAL OF SEDIMENT-LADEN WATER INTO THE WASTEWATER SYSTEM IS PROHIBITED, UNLESS PRIOR WRITTEN
APPROVAL IS RECEIVED FROM THE CITY OF TIGARD ENVIRONMENTAL SERVICES COORDINATOR. SEDIMENT-LADEN
WATER SHALL BE PUMPED THROUGH AN APPROVED SEDIMENT CONTROL BMP PRIOR TO DISPOSAL INTO THE
WASTEWATER SYSTEM.
7.SAWCUTTING SLURRY AND DEBRIS SHALL BE VACUUMED AND REMOVED FROM ALL IMPERVIOUS SURFACES.
VACUUMED SAWCUTTING SLURRY SHALL BE PROPERLY DISPOSED OF AND NOT DISCHARGED INTO THE STORM
SYSTEM.
8.AN AREA SHALL BE DESIGNATED FOR WASHING OUT CONCRETE TRUCKS SUCH THAT RUNOFF FROM WASHING
ACTIVITIES ARE CONTAINED AND DO NOT LEAVE THE SITE OR ENTER THE STORM SYSTEM.
9.SWEEPING FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE WASHED TO THE STREET OR STORM SYSTEM.
SWEEPING SHALL BE COLLECTED AND PROPERLY DISPOSED OF IN THE TRASH.
10.PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN OFF INTO THE STORM SYSTEM IS PROHIBITED.
11.TRACKING OF DIRT AND DEBRIS ONTO IMPERVIOUS SURFACES IS PROHIBITED. IMPERVIOUS SURFACES SHALL BE
KEPT FREE OF DIRT AND DEBRIS AT ALL TIMES IF IT CAN BE SPREAD BY TRAFFIC OR CAN ENTER THE STORM
SYSTEM.
12.GRAVEL OR DIRT CURB RAMPS ARE PROHIBITED. ONLY WOOD STEP STYLE CURB RAMPS ARE ALLOWED.
13.UPON COMPLETION OF SITE RESTORATION AND APPROVAL FROM THE PROJECT MANAGER, ALL TEMPORARY
EROSION CONTROL MEASURES MAY BE REMOVED.
14.DRAINAGE FROM SPRINGS OR GROUNDWATER MUST BE ADDRESSED DURING CONSTRUCTION BY THE
CONTRACTOR. DISCHARGE FROM GROUNDWATER ENCOUNTERED ON THE SITE MUST BE CLEAN OF SEDIMENT OR
POLLUTANTS.
15.AREA SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE
APPLICATION OF A FINE SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCH, OR OTHER APPROVED MEASURE.
16.DATES OF IMPLEMENTATION OF WET WEATHER MEASURES ARE OCTOBER 1ST TO APRIL 30TH.
17.MATERIAL SHALL NOT BE STOCKPILED ON PUBLIC STREETS OR IN THE RIGHT-OF-WAY LONGER THAN IMMEDIATE
USE.
18.PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BOUNDARIES OF THE CLEARING LIMITS, VEGETATED BUFFERS,
AND ANY SENSITIVE AREAS SHOWN ON THIS PLAN SHALL BE CLEARLY DELINEATED IN THE FIELD. DURING THE
CONSTRUCTION PERIOD, NO DISTURBANCE IS PERMITTED BEYOND THE CLEARING LIMITS. THE CONTRACTOR MUST
MAINTAIN THE DELINEATION FOR THE DURATION OF THE PROJECT.
19.VEGETATED CORRIDORS AND TREE PROTECTION TO BE DELINEATED WITH SIX (6) FOOT TEMPORARY CHAIN LINK
FENCE PANELS OR APPROVED EQUAL. FENCING SHALL BE PLACED AT THE TREE DRIP LINE. COORDINATE TREE
PROTECTION FENCING LOCATION WITH PROJECT ARBORIST. NO MATERIALS MAY BE STORED WITHIN THE TREE
PROTECTION FENCING.
20.ALL ACTIVITY WITHIN THE TREE PROTECTION FENCING SHALL BE COMPLETED UNDER THE SUPERVISION OF THE
PROJECT ARBORIST. NO REMOVAL OF ANY STRUCTURES OR TREES SHALL BE PERFORMED WITHOUT THE PROJECT
ARBORIST ON SITE.
21.TREE REMOVAL OPERATIONS SHALL NOT DAMAGE TREES TO BE SAVED.
22.IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAN SEPTEMBER 1; THE TYPE
AND PERCENTAGES OF SEED IN THE MIX MUST BE IDENTIFIED ON THE PLANS WITH AN ESTABLISHED HEALTHY
STAND OF GRASS OF 80% COVERAGE BY OCTOBER 1ST.
23.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).
24.THE ESC PLAN MUST BE KEPT ON SITE. ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED PROPERLY TO
ENSURE THAT SEDIMENT OR SEDIMENT-LADEN WATER DOES NOT ENTER A SURFACE WATER SYSTEM, ROADWAY,
OR OTHER PROPERTIES.
25.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
26.SEED USE FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE FOLLOWING
MIXTURES, UNLESS OTHERWISE AUTHORIZED:
26.1.VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES.
26.1.1.DWARF GRASS MIX (MIN 100 LB/AC)
26.1.2.DWARF PERENNIAL RYEGRASS (80% BY WEIGHT)
26.2.CREEPING RED FESCUE (20% BY WEIGHT)
26.3.STANDARD HEIGHT GRASS MIX (MIN 100 LB/AC)
26.3.1.ANNUAL RYEGRASS (40% BY WEIGHT)
26.3.2.TURF-TYPE FESCUE (60% BY WEIGHT)
27.LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE
COVER VIA HYDROSEEDING TO 2000 LBS/ACRES WITH AN ADDED TACKIFIER.
28.STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION. STOCKPILES
SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE
PERIMETER OF THE STOCKPILE.
29.SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT TRUCKS TO
ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN WATER.
30.SHOULD ALL CONSTRUCTION ACTIVITIES CEASE FOR THIRTY (30) DAYS OR MORE, THE ENTIRE SITE MUST BE
TEMPORARILY STABILIZED USING VEGETATION OR A HEAVY MULCH LAYER, TEMPORARY SEEDING, OR OTHER
METHOD.
31.SHOULD CONSTRUCTION ACTIVITIES CEASE FOR FIFTEEN (15) DAYS OR MORE ON ANY SIGNIFICANT PORTION OF A
CONSTRUCTION SITE, TEMPORARY STABILIZATION IS REQUIRED FOR THAT PORTION OF THE SITE WITH STRAW,
COMPOST, OR OTHER TACKIFIED COVERING THAT WILL PREVENT SOIL OR WIND EROSION UNTIL WORK RESUMES
ON THAT PORTION OF THE SITE.
STORM SYSTEM CONSTRUCTION NOTES
1.ALL STORM SEWER CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS, THE PROJECT
SPECIFICATIONS, THE APPLICABLE REQUIREMENTS OF THE UNIFORM PLUMBING CODE, AND THE APPLICABLE
REQUIREMENTS OF CLEAN WATER SERVICES.
2.NO STORM SEWER PIPING OR PART THEREOF, WHICH IS CONSTRUCTED OF MATERIALS OTHER THAN THOSE
APPROVED FOR USE UNDER OR WITHIN A BUILDING, SHALL BE INSTALLED UNDER OR WITHIN FIVE (5) FEET OF ANY
BUILDING OR STRUCTURE, OR PART THEREOF, NO LESS THAN ONE (1) FOOT BELOW THE SURFACE OF THE
GROUND. THIS INCLUDES STRUCTURES SUCH AS PORCHES AND STEPS, WHETHER COVERED OR UNCOVERED,
BREEZEWAYS, ROOFED PORTE-COCHERES, ROOFED PATIOS, CARPORTS, COVERED WALKS, COVERED DRIVEWAYS,
AND SIMILAR STRUCTURES OR APPURTENANCES.
3.ALL EXISTING STORM SYSTEMS SHALL BE CLEANED AND FLUSHED AND ORIGINAL DRAINAGE RESTORED. SEDIMENT
ROCK, AND OTHER DEBRIS SHALL BE COLLECTED AND DISPOSED OF IN A PROPER MANNER. IN NO CASE SHALL
DEBRIS BE FLUSHED DOWN A STORM OR SANITARY SEWER FOR DISPOSAL. ALL DAMAGED IRRIGATION AND HOUSE
DRAINAGE PIPE, DRAIN TILES, SEWER LATERALS AND CULVERTS SHALL BE REPAIRED EXPEDITIOUSLY. DEBRIS
COLLECTED SHALL BE DISPOSED IN A COMMERCIAL LANDFILL OR OTHER APPROVED LOCATION.
4.STORM SEWER PIPING SHALL BE PVC ASTM D-3034 OR APPROVED EQUAL.
5.FINISHED RIM ELEVATIONS OF MANHOLES AND CLEANOUTS WITHIN PAVEMENT ARE APPROXIMATE. FINAL FINISHED
RIM ELEVATIONS SHALL MATCH FINISHED PAVEMENT GRADES.
6.ELECTRICALLY CONDUCTIVE TRACER WIRE IS REQUIRED FOR ALL STORM SEWER PIPING.
7.ALL CONNECTIONS TO THE MAIN LINE, FOR LATERALS, AND FOR MAIN LINE PIPE CHANGES OF DIRECTION, SHALL BE
ACCOMPLISHED WITH TEE CONNECTIONS.
8.ALL STORM SEWER PIPING SHALL BE INSPECTED BY THE CLEAN WATER SERVICES INSPECTOR PRIOR TO COVER.
9.INSTALLATION OF THE STORM SEWER SHALL BE PERFORMED ACCORDING TO THE STANDARD PRACTICE. PIPE
LINES SHALL BE LAID ON STRAIGHT ALIGNMENT AND UNIFORM GRADE BETWEEN STRUCTURES. PIPE BEDDING
SHALL BE PLACED TO FORM A CONTINUOUS AND UNIFORM BERING SUPPORT FOR THE PIPE AT EVERY POINT
BETWEEN JOINTS; PIPE ZONE MATERIAL SHALL BE FIRST PLACED UP TO THE SPRING LINE OF THE PIPE AND
MATERIAL UNIFORMLY COMPACTED BY HAND TO INSURE PROPER SUPPORT WITHIN THE PIPE HAUNCHES. ALL
BACKFILL IN THE PUBLIC RIGHT OF WAY AND OTHER TRAFFIC AREAS SHALL BE 3/4"-0" COMPACTED CRUSHED ROCK,
COMPACTED TO 95% OF MAXIMUM DENSITY OBTAINED BY AASHTO T-99 COMPACTION TEST.
10.PRIOR TO ACCEPTANCE, ALL PUBLIC STORM SEWERS, EXCEPT DUCTILE IRON AND C900, SHALL BE THOROUGHLY
CLEANED, TV SCANNED AND MANDREL TESTED IN ACCORDANCE THE THE CITY'S REQUIREMENTS.
WATER SYSTEM CONSTRUCTION NOTES
1.ALL JOINTS TO BE RESTRAINED.
2.OPERATION OF VALVES BY TUALATIN VALLEY WATER DISTRICT (TVWD) PERSONNEL ONLY. OPERATION OF VALVES
IN THE BY ANYONE OTHER THAN TVWD PERSONNEL IS PROHIBITED.
3.THE CONTRACTOR SHALL MAINTAIN ONE SET OF STAMPED, APPROVED PLANS ON THE CONSTRUCTION SITE AT ALL
TIMES.
4.ALL WORK SHALL BE IN ACCORDANCE WITH AMERICAN WATER WORKS ASSOCIATION (AWWA) STANDARDS.
5.ALL WORK SHALL BE INSPEECTED AND APPROVED BY THE TVWD PROJECT INSPECTOR.
6.ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT LINED, OF NEW MANUFACTURE, AND MADE IN THE
UNITED STATES OF AMERICA (USA). PIPE SHALL BE “TYTON” JOINT DUCTILE IRON, CLASS 52. ALL FITTINGS SHALL BE
MECHANICAL JOINT (MJ) UNLESS OTHERWISE SPECIFIED.
7.COVER FOR ALL WATER MAINS IN THE STREET AND RIGHTS-OF-WAY SHALL BE 36 INCHES. BACKFILL SHALL BE
¾-INCH -0-INCH GRAVEL.
8.ALL VALVE-OPERATING NUTS SHALL BE WITHIN 60 INCHES OF FINISHED GRADE, OTHERWISE VALVE OPERATING
NUT EXTENSIONS WILL BE REQUIRED.
9.EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK WITH 1 ½ CUBIC YARDS OF
CRUSHED 2-INCH - ¾-INCH DRAIN ROCK. GEOTEXTILE FABRIC WILL BE LAID ON TOP OF THE DRAIN ROCK TO
SEPARATE THE ROCK FROM THE EARTH COVER.
10.ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A WATER MAIN SHALL BE
ENCASED IN A REINFORCED CONCRETE JACKET 6 INCHES THICK FOR A DISTANCE OF 10 FEET ON BOTH SIDES OF
THE CROSSING. WHERE CROSSINGS ARE NECESSARY, THEY MUST BE MADE AT APPROXIMATELY 90 DEGREES
WITH AT LEAST 18 INCHES OF SEPARATION BELOW THE WATER LINE.
11.THE CONTRACTOR SHALL SCHEDULE CONSTRUCTION WORK SPECIFIED HEREIN TO MAINTAIN CONTINUOUS WATER
SERVICE TO EXISTING WATER USERS. WHERE IT IS NECESSARY TO SHUT DOWN SERVICE TO MAKE REQUIRED
INTERTIES, THE CONTRACTOR SHALL NOTIFY THE TVWD PROJECT INSPECTOR AT LEAST FIVE WORKING DAYS
PRIOR TO A PLANNED WATER SERVICE SHUT DOWN TO ALLOW THE OWNER TO NOTIFY USERS OF THE UPCOMING
TEMPORARY SUSPENSION OF WATER SERVICE.
12.PRIOR TO ANY CUT-IN OR CONNECTION, THE CONTRACTOR SHALL HOLD AN ONSITE PRE-CONSTRUCTION MEETING
WHERE THE CUT-IN SCHEDULE AND COORDINATION WILL BE DISCUSSED. THOSE TO ATTEND SHALL INCLUDE THE
ONSITE FOREMAN, CITY PROJECT INSPECTOR, AND TVWD PROJECT INSPECTOR. THIS MEETING SHALL TAKE PLACE
PRIOR TO EACH CONNECTION AND BE HELD NO GREATER THAN ONE WEEK PRIOR TO THE CONNECTION. THE
CONTRACTOR SHALL HAVE ALL FITTINGS, PIPE, CHLORINE SWABBING EQUIPMENT, PUMPS AND HOSES, AND ALL
EQUIPMENT NEEDED TO MAKE THE CUT-IN CONNECTION AT THE MEETING AND AVAILABLE FOR CITY INSPECTION.
13.THE NEW PIPELINE SHALL BE FLUSHED, PRESSURE TESTED, AND DISINFECTED BEFORE ANY CONNECTION TO THE
EXISTING WATER SYSTEM IS MADE. TEMPORARY BLOW-OFFS SHALL BE PROVIDED BY THE CONTRACTOR AT ALL
DEAD-ENDS.
14.ALL PIPES, VALVES, AND FITTINGS SHALL BE THOROUGHLY FLUSHED PRIOR TO PRESSURE TESTING AND
CHLORINATION. FLUSHING SHALL BE DONE THROUGH BLOW-OFF UNITS, HYDRANTS, INDIVIDUAL SERVICES, AND
MAIN AT A VELOCITY OF AT LEAST 2.5 FEET PER SECOND (FPS)
15.PRIOR TO ANY FLUSHING PROCEDURES, THE CONTRACTOR SHALL ISSUE A FLUSHING PLAN PROVIDING DIRECTION
OF FLOW, SURFACE WATER MANAGEMENT BEST MANAGEMENT PRACTICES (BMPS), AND A WRITTEN SCHEDULE TO
THE TVWD PROJECT INSPECTOR FOR APPROVAL. A 48-HOUR NOTICE SHALL BE GIVEN TO THE TVWD PROJECT
INSPECTOR PRIOR TO ANY SYSTEM SHUT-DOWN OR FLUSHING PROCEDURES. UNDER NO CIRCUMSTANCES SHALL
THE CONTRACTOR OPERATE ANY VALVES.
16.WATER MAINS SHALL BE TESTED AT 168 PSI. WATER LOSS SHALL NOT EXCEED TVWD LEAKAGE ALLOWANCE
DURING 1 HOUR TEST. MAX PRESSURE NEAR SITE IS 111 PSI. ALL PRESSURE TESTING SHALL BE COMPLETED IN
THE PRESENCE OF THE TVWD PROJECT INSPECTOR.
17.UPON SATISFACTORY COMPLETION OF PRESSURE TESTING, THE NEW MAINS SHALL BE CLEANED AND FLUSHED
WITH POTABLE WATER PRIOR TO DISINFECTION. FLUSHING VELOCITIES SHALL BE AT LEAST 2.5 FPS. THE PIPELINE
SHALL BE THOROUGHLY FLUSHED, CHLORINATED, AND TESTED IN ACCORDANCE WITH AWWA STANDARD C651-92,
THE STATE HEALTH DIVISION AND CITY REQUIREMENTS. THE CONTINUOUS FEED METHOD OF DISINFECTION SHALL
BE USED. DISINFECTING MIXTURE SHALL BE A CHLORINE-WATER SOLUTION HAVING A FREE CHLORINE RESIDUAL
OF 40 TO 50 MILLIGRAMS PER LITER (MG/L), AND IT SHALL BE INTRODUCED INTO THE MAIN THROUGH A TAP NO
MORE THAN 18 INCHES FROM THE CONNECTION POINT TO THE EXISTING SYSTEM. THE DISINFECTION MIXTURE
WILL BE PREPARED BY INJECTING A CALCIUM OR SODIUM HYPOCHLORITE AND WATER SOLUTION INTO THE
PIPELINE AT A MEASURED RATE WHILE FRESH, POTABLE WATER IS ALLOWED TO FLOW THROUGH THE PIPELINE SO
THAT THE CHLORINE WATER SOLUTION IS OF THE SPECIFIED STRENGTH. TREATED (CHLORINATED) WATER SHALL
BE RETAINED IN THE PIPELINE LONG ENOUGH TO DESTROY ALL NON-SPORE-FORMING BACTERIA. DURING THE
CHLORINATION PROCESS, ALL VALVES AND ACCESSORIES SHALL BE OPERATED. ALL PARTS OF THE LINES AND
SERVICES SHALL BE DISINFECTED. TYPICAL RETENTION PERIOD IS 24 HOURS. AT THE END OF THE 24-HOUR
PERIOD, THE PIPELINE IS TO HAVE A FREE CHLORINE RESIDUAL OF AT LEAST 10 MG/L.
AFTER SATISFACTORY DISINFECTION, FLUSH THE CHLORINATION WATER FROM THE LINE UNTIL THE WATER
THROUGHOUT THE PIPELINE IS EQUAL CHEMICALLY AND BACTERIOLOGICALLY TO THE PERMANENT SOURCE OF
SUPPLY. THE DISINFECTION WATER MUST BE DISPOSED OF IN AN APPROVED MANNER. DO NOT ALLOW
DISINFECTION WATER TO FLOW INTO A WATERWAY WITHOUT ADEQUATE DILUTION OR OTHER SATISFACTORY
METHODS OF REDUCING CHLORINE RESIDUALS TO A SAFE LEVEL AS MANDATED BY THE DEPARTMENT OF
ENVIRONMENTAL QUALITY (DEQ). AFTER FLUSHING AND DISPOSAL OF THE DISINFECTION SOLUTION THERE WILL BE
ANOTHER 24-HOUR PERIOD PRIOR TO BACTERIOLOGICAL TESTING. BACTERIOLOGICAL TEST SAMPLES WILL BE
COLLECTED BY A TVWD INSPECTOR.
18.ALL WATER METERS CONNECTED TO AN IRRIGATION SYSTEM MUST HAVE THE PROPER OREGON STATE APPROVED
BACKFLOW PREVENTION DEVICE, MINIMUM OF A DOUBLE CHECK VALVE ASSEMBLY (DCVA) INSTALLED ON THE
PROPERTY SIDE OF THE WATER METER. IN ADDITION, EVERY METER FOR COMMERCIAL, MULTI-FAMILY, INDUSTRIAL,
AND INSTITUTIONAL SERVICE, REGARDLESS OF SIZE, SHALL HAVE THE PROPER OREGON STATE APPROVED
BACKFLOW PREVENTION DEVICE MINIMUM OF A DCVA INSTALLED ON THE PROPERTY SIDE OF THE METER. THE
BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED AND TESTED BY THE OWNER, WITH THE RESULTS
FORWARDED TO TVWD BEFORE WATER SERVICE CAN BEGIN.
19.DETECTOR METERS
19.1.DETECTOR METERS SHALL BE INSTALLED WITH ALL RPDAS, DCDAS, AND ANY OTHER APPLICABLE
ASSEMBLIES.
19.2.THE DETECTOR METER SHALL BE A BADGER RECORDALL COLD WATER BRONZE MODEL 25 (5/8-INCH BY
3/4-INCH) THAT COMPLIES WITH ANSI/AWWA STANDARD C710. THE METER SHALL BE PROVIDED WITH A
BADGER RECORDALL TRANSMITTER REGISTER WITH AN ORION REMOTE TRANSMITTER.
19.3.THE METER MUST HAVE A PLASTIC LID AND PLASTIC SHROUD, UTILIZE A BAYONET STYLE CONNECTOR
BETWEEN THE REGISTER AND METER, AND BE PROVIDED WITH A TORX SEAL SCREW TO SECURE THE
REGISTER TO THE METER. THE METER SHALL MEASURE WATER FLOW IN CUBIC FEET.
19.4.THE ORION REMOTE TRANSMITTER SHALL BE PROVIDED WITH A 25-FOOT LENGTH OF CABLE PREWIRED AT
THE FACTORY. THE TRANSMITTER SHALL BE MOUNTED WITH AN L-BRACKET INSIDE THE VAULT.
GENERAL CONSTRUCTION NOTES
1.THE CONTRACTOR MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL AND STATE LAW, THE TIGARD
MUNICIPAL CODE, AND THE TERMS OF ANY AGREEMENT WITH THE CITY OF TIGARD REGARDING WORK TO BE DONE
PURSUANT TO THIS PERMIT.
2.THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES FOR STREETS AND HIGHWAYS", U.S. DEPT. OF TRANSPORTATION, FHWA, CURRENT EDITION.
3.TRAFFIC CONTROL AND TEMPORARY PEDESTRIAN ACCESSIBLE ROUTES SHALL BE PROVIDED FOR BY THE
CONTRACTOR IN ACCORDANCE WITH THE CITY'S STANDARD SPECIFICATIONS AND, ALSO, IN ACCORDANCE WITH A
JOB SPECIFIC, CITY APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC CONTROL PLAN
SHALL BE AVAILABLE AT THE WORK AREA.
4.PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING FIRST OBTAINED WRITTEN
APPROVAL FROM THE CITY ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR PROVISION OF TIMELY
NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO AREA-WIDE EMERGENCY SERVICES (TIGARD POLICE DEPT.,
TUALATIN VALLEY FIRE & RESCUE), TRIMET, TIGARD SCHOOL DISTRICT, AND OTHER SERVICE PROVIDERS.
5.ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE GENERAL MOTORING PUBLIC
BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH END OF THE CONSTRUCTION AREA AT A MINIMUM OF
72 HOURS BEFORE INITIATION OF CONSTRUCTION WORK.
6.ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMAL DELIVERY SERVICE
AND MAIL SERVICE, AND IF NOT SHALL BE CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS
ESTABLISHED.
7.TRAFFIC CONTROL DEVICES, FLAG PERSONS, ETC., SHALL BE IN PLACE PRIOR TO INITIATION OF CONSTRUCTION
WORK AND SHALL BE EFFECTIVELY MAINTAINED.
8.PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.40.180, WORK IS PERMITTED BETWEEN THE HOURS OF 7:00 A.M.
TO 7:00 P.M. DAILY UNLESS OTHERWISE AUTHORIZED BY THE CITY MANAGER.
9.HOURS OF CONSTRUCTION WORK ON COLLECTOR AND ARTERIAL ROADS WILL BE LIMITED TO 9:00 A.M.-3:00 P.M.
UNLESS AUTHORIZED BY THE CITY ENGINEER. NO WORK WILL BE PERMITTED ON COLLECTOR AND ARTERIAL
ROADS BETWEEN 3:00 P.M. AND 9:00 A.M. UNLESS AUTHORIZED BY THE CITY ENGINEER.
10.TEMPORARY TRENCH PATCHING ON ARTERIALS AND COLLECTORS SHALL BE PAVED WITH AT LEAST 2” OF HOT MIX
ASPHALT. DO NOT ALLOW VERTICAL DIFFERENCES IN PAVEMENT HEIGHT, CREATED BY PAVING OR REMOVAL, TO
EXCEED 3 INCHES. PROVIDE TAPERED ASPHALT PAVEMENT WEDGES ACROSS ALL PAVEMENT JOINTS EXPOSED TO
TRAFFIC.
11.MINIMUM TRAVEL LANE WIDTH SHALL BE 11 FEET; PEDESTRIAN TRAVEL SHALL ALSO BE PROVIDED FOR.
12.THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY BE
NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY.
13.BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL CONTACT THE CITY INSPECTOR
(503-639-4171) TO ESTABLISH A PLACE, TIME, AND DATE FOR A PRE-CONSTRUCTION MEETING.
14.THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR (503-639-4171) 24 HOURS PRIOR TO COMMENCING WORK, 24
HOURS PRIOR TO ANY STAGED INSPECTION, AND AFTER COMPLETING WORK COVERED BY THE PERMIT.
15.A COPY OF THE PERMIT AND ALL ATTACHMENTS AND A COPY OF THE APPROVED CONSTRUCTION PLAN AND ALL
AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. ALL WORK SHALL CONFORM TO THE PERMIT TERMS,
CONDITIONS, AND PROVISIONS; THE CITY APPROVED PERMIT PLANS AND APPROVED PLAN AMENDMENTS; AND THE
CITY'S STANDARDS, SPECIFICATIONS, AND THESE GENERAL CONDITIONS. CHANGES TO ANY OF THE AFORESAID
MUST BE APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE.
16.MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE CONTRACTOR. THE
WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION, FREE FROM OBSTRUCTIONS
AND HAZARDS. A COPY OF THE CONTRACTOR'S CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK
AREA.
17.THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY KIND UPON ANY PUBLIC
ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE FOR IMMEDIATE CANCELLATION OF THE
PERMIT. THE CITY MAY AT ANY TIME ORDER IMMEDIATE CLEAN-UP AND THE STOPPAGE OF WORK TO ACCOMPLISH
CLEAN-UP.
18.EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED
IN COMPLIANCE WITH THE CLEAN WATER SERVICES AND DEQ REQUIREMENTS. THE CITY MAY AT ANY TIME ORDER
CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL.
19.PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD GRASS MIX; SHRUBS,
FLOWERS, BARK DUST. EXISTING SIGNS, PAVEMENT MARKINGS, MAILBOXES, ETC. SHALL BE REESTABLISHED,
REINSTALLED, OR REPLACED WITH LIKE KIND AND MATERIAL.
20.EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND
SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY, AND THE RECEIVING SYSTEM IS
NOT ADVERSELY IMPACTED. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO
ACCOMPLISH EFFECTIVE DRAINAGE CONTROL.
21.OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. SAID
RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0080. COPIES OF SAID RULES MAY BE
OBTAINED FROM THE CENTER BY CALLING 503-246-1987. IF YOU HAVE ANY QUESTION ABOUT THE RULES, CONTACT
THE CENTER. NOTE: DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE.
22.CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND HORIZONTAL LOCATION
PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN
OR RELOCATION OF FACILITIES BE NECESSARY, IT SHALL BE DONE AT THE CONTRACTOR'S EXPENSE. CHANGES
MUST BE APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL COORDINATE THE
WORK WITH AFFECTED UTILITY AGENCIES.
23.A TEMPORARY HARD-SURFACE PATCH (COLD MIX ASPHALT OR HOT MIX BASE PAVING) SHALL BE PLACED ON
TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAY'S WORK. NO TRENCH, ON SITE OR OFF SITE, SHALL BE
LEFT AT ANY TIME IN AN UNSAFE CONDITION. THE CONTRACTOR IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS
OR DAMAGE RESULTING FROM THE PROSECUTION OF THE WORK.
24.WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES (ROADS, DITCHES,
ETC.) AS MAY BE NECESSARY, IN THE CITY INSPECTOR'S OPINION, TO OVERCOME DETERIORATION OR DAMAGE
WHICH OCCURRED IN CONJUNCTION WITH THE WORK AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE
DONE AT THE CONTRACTOR'S EXPENSE.
25.A SEWER SYSTEM AIR-TEST, MANDREL TEST FOR SANITARY SEWER AND STORM DRAIN, AND A VIDEO TEST REPORT
AND ONE SET OF REDLINE "AS-BUILTS" (OF EITHER OR BOTH THE STORM AND SANITARY SEWER SYSTEMS) SHALL
BE REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO CONNECTION OF ANY BUILDINGS TO THE SEWER
SYSTEM.
26.THE CITY INSPECTOR MAY, AT THEIR DISCRETION, REQUIRE PROVISION OF TESTS OR REPORTS FROM
CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION ADEQUACY/COMPLIANCE. SUCH
TESTS/REPORTS SHALL BE PROVIDED AT THE CONTRACTOR'S EXPENSE.
27.EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. REPLACEMENT
SHALL BE AT THE CONTRACTOR'S EXPENSE.
28.THE CONTRACTOR SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL AND FINAL LIFT OF
ASPHALT HAVE BEEN PLACED.
29.THE CONTRACTOR SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES AND 24-HOUR EMERGENCY
TELEPHONE NUMBERS OF TWO PERSONS WHO HAVE AUTHORITY TO RESOLVE PROBLEMS, TAKE CORRECTIVE
ACTION, AND, IN GENERAL, WILL BE RESPONSIBLE IN CASE OF ANY EMERGENCY. THE CONTRACTOR SHALL NOTIFY
THE CITY INSPECTOR IN WRITING OF ANY/ALL ASSIGNMENT CHANGES.
30.THE CONTRACTOR SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAME AND 24-HOUR EMERGENCY
TELEPHONE NUMBER OF A DESIGNATED “COMPETENT PERSON” RESPONSIBLE FOR CONSTRUCTION SAFETY AS
PER OR-OSHA, CHAP. 437, DIV. 3 CONSTRUCTION, SUB-DIVISION P - EXCAVATIONS. THE CONTRACTOR SHALL
NOTIFY THE CITY INSPECTOR IN WRITING OF ANY/ALL ASSIGNMENT CHANGES.
31.IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE FOR PROPER RIGHT-OF-ENTRY AND/OR
EASEMENTS PRIOR TO STARTING WORK. PROOF OF RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS
SHALL BE PROVIDED TO THE CITY. THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE
CONTRACTOR'S FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS.
32.BEFORE PLACEMENT OF ASPHALT, THE CONTRACTOR SHALL CLEAN AND COMPLETE A PRE-ACCEPTANCE VIDEO
INSPECTION OF ALL NEW STORM SEWER LINES. THE CONTRACTOR SHALL PROVIDE THE CITY WITH 30 DAYS OF
NOTICE TO REVIEW THE VIDEO INSPECTION PRIOR TO PAVING. ANY DEFICIENCIES SHALL BE REPAIRED BEFORE
PLACEMENT OF FINAL LIFT.
SIGNING AND STRIPING NOTES
1.ALL SIGNING AND PAVEMENT MARKING MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS
AND SPECIFICATIONS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), 2018 APWA STANDARD
SPECIFICATIONS, AND CITY STANDARDS.
2.LOCATIONS SHOWN FOR EXISTING SIGNS AND PAVEMENT MARKINGS ARE APPROXIMATE. CONTRACTOR SHALL
REPLACE EXISTING PAVEMENT MARKINGS WITH THE SAME SIZE, STYLE, AND A THE SAME LOCATIONS, UNLESS
OTHERWISE SPECIFIED. ALL TRAFFIC SIGN POSITIONS AND PAVEMENT MARKING LAYOUTS SHALL BE REVIEWED IN
THE FIELD BY THE CITY PRIOR TO INSTALLATION. REMOVE EXISTING STRIPING AS NECESSARY TO ACCOMMODATE
PROPOSED STRIPING AND TO TIE INTO EXISTING STRIPING AT CORRECT PROJECT LIMITS.
3.REMOVAL OF EXISTING PAVEMENT MARKINGS OUTSIDE OF PAVEMENT RESTORATION LIMITS SHALL BE COMPLETED
IN A MANNER THAT MINIMIZES DAMAGE TO THE THE EXISTING PAVEMENT WITH NO IMPACTS GREATER THAN 1/8"
DEPTH. EQUIPMENT SHALL BE SPECIFICALLY INTENDED FOR STRIPING REMOVAL.
4.ALL SIGN POSTS SHALL BE 2" - 12GA PSST WITH 2-1/2" - 7GA ANCHOR PER OREGON STANDARD DRAWINGS TM681
AND TM687 UNLESS OTHERWISE NOTED.
SW HAMPTON ST STREET SECTION
SW 70TH AVE STREET SECTION
SW HAMPTON ST STREET SECTION
5.0'
PLANTER STRIP/
STREET SIDE PLANTER
CWS DWG NO. 745
2.0'
CURB & GUTTER
CITY DETAIL 126
6.0'
10" LEVEL 2, 1/2" DENSE
AC PAVEMENT
10.0'
STANDARD SIDEWALK
CITY DETAIL 120
STA: 0+43.95 TO 0+72.30 SCALE: NTS
SAWCUT
5.0'
PLANTER STRIP/
STREET SIDE PLANTER
CWS DWG NO. 745
18.5'
5" LEVEL 2, 1/2" DENSE
AC PAVEMENT8.5'
STANDARD SIDEWALK
CITY DETAIL 120
STA: 0+75.70 TO 2+16.64 SCALE: NTS
1.5% TYP.
1.5% TYP.
NON-WOVEN
GEOTEXTILE
NON-WOVEN
GEOTEXTILE
STA. 0+75.70 TO
STA. 1+36.87
VARIES, 0 - 6.0'
5" LEVEL 2, 1/2" DENSE
AC PAVEMENT
0.5'
TYPE "A" CURB
CITY DETAIL 125
2" AGGREGATE
BASE COURSE
2" AGGREGATE
BASE COURSE
5"OF 3/4" BASE COURSE
16" OF 1 1/2" AGGREGATE SUB BASE
NON-WOVEN
GEOTEXTILE
4" OF 3/4" BASE COURSE
12" OF 1 1/2" AGGREGATE SUB BASE
0.5'
TYPE "A" CURB
CITY DETAIL 125
3.0% TYP.
2" WEARING COURSE (1 LIFT)
2" BASE COURSE (1 LIFT)
3" BASE COURSE (2 LIFTS)
5" - 3/4" AGGREGATE BASE COURSE
4" OF 3/4" BASE COURSE
12" OF 1 1/2" AGGREGATE SUB BASE
5.0'
PLANTER STRIP/
STREET SIDE PLANTER
CWS DWG NO. 745
VARIES, 10.0' - 35.0'
STANDARD SIDEWALK
CITY DETAIL 120
STA: 0+72.30 TO 1+48.88 SCALE: NTS
1.5% TYP.
2" AGGREGATE
BASE COURSE
2.0'
CURB & GUTTER
CITY DETAIL 126
6.0'
10" LEVEL 2, 1/2" DENSE
AC PAVEMENT
2'
CURB & GUTTER
CITY DETAIL 126
2" WEARING COURSE (1 LIFT)
3" BASE COURSE (1 LIFT)
SAWCUT
NON-WOVEN
GEOTEXTILE
5" - 3/4" AGGREGATE BASE COURSE
5" - 3/4" AGGREGATE BASE COURSE
5"OF 3/4" BASE COURSE
16" OF 1 1/2" AGGREGATE SUB BASE
2" WEARING COURSE (1 LIFT)
2" BASE COURSE (1 LIFT)
3" BASE COURSE (2 LIFTS)
3.0% TYP.
2.0% TYP.
2.0% TYP.
LAND USE #
DESIGNED
SHEET NUMBER
SHEET TITLE
PROJECT #
CHECKED
DRAWN
DATE
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2
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3
STREET SECTIONS
C0.02
04/19/2022
LAG
LAG
MCL
22118500
PF
I
A
S
-
B
U
I
L
T
D
R
A
W
I
N
G
S
2
0
2
4
-
1
0
-
1
7
S
S
S
D
D
SW HAMPTON ST
38.0'
23
4
56
7
9
8
8
10
1110
12
12 1313
14
13
ROW
DEDICATION 15
1
1 2
3
22
EXISTING 12" DI
PUBLIC WATER LINE
S
S
S
D
D
G
P
G
P
SW 70TH AVE
17.0'
ROW
DEDICATION
32.0'
TYP.5
3
3
16
16
18
17
19
13
20
20
21
21
16
EXISTING 12" DI
PUBLIC WATER LINE
23
22
LEGEND
-ROW LINE
-PROPOSED PROPERTY LINE
-EXISTING PROPERTY LINE
DEMO AND REMOVE EXISTING "PRIVATE DRIVE NO THRU STREET" SIGN.
DEMO AND REMOVE EXISTING MAILBOX.
DEMO AND REMOVE EXISTING CATCH BASIN.
DEMO AND REMOVE EXISTING BUSINESS SIGN.
REMOVE EXISTING TREE AND ROOTBALL.
DEMO AND REMOVE EXISTING AREA DRAIN AND LATERAL.
SAWCUT EXISTING CURB AT NEAREST JOINT. MAINTAIN CLEAN VERTICAL
EDGE.
DEMO AND REMOVE EXISTING CURB.
SAWCUT EXISTING SIDEWALK TO NEAREST FULL PANEL. MAINTAIN CLEAN
VERTICAL EDGE.
DEMO AND REMOVE EXISTING SIDEWALK.
DEMO AND REMOVE EXISTING DRIVEWAY APPROACH.
SAWCUT EXISTING AC PAVEMENT. MAINTAIN CLEAN VERTICAL EDGE.
DEMO AND REMOVE EXISTING AC PAVEMENT.
KILL EXISTING GAS SERVICE. COORDINATE SERVICE TERMINATION WITH
NWN.
DEMO AND REMOVE EXISTING "NO PARKING THIS SIDE OF STREET" SIGN.
DEMO AND REMOVE EXISTING STORM DRAIN LINE.
DEMO AND REMOVE EXISTING DITCH INLET.
DEMO AND REMOVE EXISTING UTILITY POLE AND OVERHEAD WIRES.
COORDINATE REMOVAL WITH PGE.
ABANDON AND REMOVE EXISTING WATER METER AND SERVICE TO
EXISTING MAINLINE VALVE. COORDINATE WITH TVWD.
DEMO AND REMOVE EXISTING GRAVEL SURFACE.
DEMO AND REMOVE EXISTING CHAINLINK FENCE.
PROTECT EXISTING WATER VALVES AND BLOWOFF
DEMO AND REMOVE EXISTING STORM DRAIN MANHOLE.
1
2
3
4
DEMOLITION NOTES
5
6
7
DE
M
O
L
I
T
I
O
N
P
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A
N
HA
M
P
T
O
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S
T
R
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P
T
S
DI
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T
I
G
A
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Q
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L
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70
3
5
S
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M
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N
S
T
,
T
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R
D
,
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E
G
O
N
9
7
2
2
3
DEMO PLAN
C1.00
04/19/2022
LAG
LAG
MCL
22118500
PF
I
A
S
-
B
U
I
L
T
D
R
A
W
I
N
G
S
2
0
2
4
-
1
0
-
1
7
LAND USE #
DESIGNED
SHEET NUMBER
SHEET TITLE
PROJECT #
CHECKED
DRAWN
DATE
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l
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R
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2
0
4
+1
5
0
3
2
2
6
7
3
7
7
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D
r
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0
SCALE: 1"=20'
202010
SW HAMPTON ST DEMOLITION PLAN
SW 70TH AVE DEMOLITION PLAN
8
9
10
11
12
13
14
15
16
17
18
19
20
-WATER LINE
-STORM DRAIN LINE
-SANITARY SEWER LINE
-GAS LINE
-CABLE LINE
-OVERHEAD WIRE LINE
GP
-WATER VALVE
-WATER METER
D -STORM DRAIN MANHOLE
-CATCH BASIN
-UTILITY POLE
-UTILITY RISER
-GATE POST
-MAIL BOX
-SIGN
-BUSINESS SIGN
-AC PAVEMENT
-CONCRETE PAVEMENT
-GRAVEL
21
0
SCALE: 1"=20'
202010
INSTALL STRAW WATTLES PER CWS DRAWING 880 ON SHEET C5.40.
INSTALL AND MAINTAIN INLET PROTECTION, TYPE 5 PER CWS DRAWING
920 ON SHEET C5.40.
INSTALL 20'X50' CONSTRUCTION ENTRANCE PER CWS DRAWING 855 ON
SHEET C5.40.
1
2
3
EROSION CONTROL NOTES
2
2
2
2
2
2
3
22
23
230
235
240
245
250
230
235
240
245
250
EG @ ROW
FG @ CURB
FLOWLINE
FG @ ROW
0+00 0+50 1+00 1+50 2+00
EG @ CL
EG @ CURB
FLOWLINE
1.62%
PROPOSED 6" DI FIRE
WATER LATERAL
PROPOSED 6" DI FIRE HYDRANT
LATERAL
EXISTING 12" DI
PUBLIC WATER LINE
S
S
D
D
WMDCVA
WM WM W
M
D
C
V
A
D
C
V
A
SW HAMPTON ST
2
3
9
240239
241
242
2
3
9
239
240
240
241
24
1
241
0
+
0
0
0+00
1+00
2+00 2+15
P
C
:
0
+
0
8
.
5
6
PC
:
1
+
4
4
.
5
8
PT
:
0
+
8
3
.
5
6
240
24
1
242
2
4
2
38.0'
ROW
DEDICATION
1
1
2
3 5 58 8
4 41
6
7
S
W
7
0
T
H
A
V
E
1
2
3
22.5'
22.2'4 4
9
BC:240.88
TC:241.38
241.63FFE=241.65
FFE=240.85
240.83
BC:240.03
TC:240.53
BC:240.43
TC:240.93
10 11
10 11
9
W
M W
M W
M
D
C
V
A
D
C
V
A
240
239
240
240.29
BC:239.69
TC:240.24
240.00
BC:239.40
TC:239.85 20.0'
5.0'
3.0'
TYP.
BC:239.35
TC:239.40
TC:239.69
BC:239.74
WMDCVA
241
24
1
241
242
241.93
TC:242.07
TC:241.50
TC:241.42TC:241.84
241.88
5.0'6.5'
5.0'
TYP.
BC:241.34 BC:241.42
BC:241.50
BC:241.57 TC:241.51
BC:241.51
TC:241.44
BC:241.44
TC:242.09
BC:241.59
TC:242.02
BC:241.52
TC:241.81
BC:241.81
241.96
TC:242.02
BC:241.52
TC:241.73
BC:241.23
5.3'
5.0'
241.87
SW
H
A
M
P
T
O
N
S
T
P
L
A
N
&
P
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HA
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S
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A
P
T
S
DI
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A
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L
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C
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3
5
S
W
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A
M
P
T
O
N
S
T
,
T
I
G
A
R
D
,
O
R
E
G
O
N
9
7
2
2
3
HAMPTON ST P&P
C2.01
04/19/2022
LAG
LAG
MCL
22118500
PF
I
A
S
-
B
U
I
L
T
D
R
A
W
I
N
G
S
2
0
2
4
-
1
0
-
1
7
LAND USE #
DESIGNED
SHEET NUMBER
SHEET TITLE
PROJECT #
CHECKED
DRAWN
DATE
Fi
l
e
:
u:
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2
3
8
2
0
0
4
5
6
\
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P
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78628PE
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ATTHEW C . L E W I S
RENEWS: 12/31/2024
OREGON
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CITY PROJECT NO. PFI2022-00312, TVWD PROJECT NO. E8372
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1
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2
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S
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i
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e
1
4
0
0
Po
r
t
l
a
n
d
,
O
R
9
7
2
0
4
+1
5
0
3
2
2
6
7
3
7
7
Re
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D
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0
SCALE: 1"=20'
202010
SW HAMPTON ST PLAN
SW HAMPTON ST PROFILE
HORIZONTAL SCALE: 1"=20", VERTICAL SCALE: 1"=5'
-WATER LINE
-ROW LINE
-PROPERTY LINE
-ROW LINE (VACATED)
-BEEHIVE OVERFLOW DRAIN
-DOMESTIC WATER METER
-DOUBLE CHECK VALVE ASSEMBLY
-CLEANOUT
WM
DCVA
PROPOSED LEGEND
-STORM DRAIN LINE
-SANITARY SEWER LINE
-FIRE WATER LINE
-FIRE DEPARTMENT CONNECTION
-AC PAVEMENT
-CONCRETE PAVEMENT
-PROPOSED MAJOR CONTOUR
-EXISTING MAJOR CONTOUR
-PROPOSED MINOR CONTOUR
-EXISTING MINOR CONTOUR
240
239
240
239
-FIRE HYDRANT
-WATER VALVE
CONSTRUCT CURB AND GUTTER PER CITY DETAIL 126 ON SHEET
C5.00.
CONSTRUCT STANDARD SIDEWALK PER CITY DETAIL 120 ON SHEET
C5.00.
CONSTRUCT COMMERCIAL DRIVEWAY PER CITY DETAIL 143 ON SHEET
C5.00. SEE GRADING DETAIL ON THIS SHEET.
CONSTRUCT ASPHALT PAVEMENT PER SECTION PER TYPICAL
SECTIONS ON SHEET C0.02.
STREET SIDE STORMWATER PLANTER. SEE UTILITY PLAN & PROFILE
FOR ADDITIONAL INFORMATION.
PUBLIC FIRE HYDRANT. SEE UTILITY PLAN & PROFILE FOR ADDITIONAL
INFORMATION.
WATER METER. SEE UTILITY PLAN & PROFILE FOR ADDITIONAL
INFORMATION.
STREET TREE. SEE LANDSCAPE PLANTING PLAN FOR ADDITIONAL
INFORMATION.
ADA COMPLIANT CURB RAMP WITH DETECTABLE WARNING. SEE
GRADING DETAIL ON THIS SHEET.
2" GRIND AND INLAY OF EXISTING AC PAVEMENT PER CITY DETAIL.
GRIND AND INLAY LIMITS SHALL EXTEND 10' BEYOND WIDEST POINT
OF TRENCH.
REPLACE STRIPING IMPACTED BY GRIND AND INLAY IN KIND.
1
2
3
4
CONSTRUCTION NOTES
5
6
7
8
INSTALL STRAW WATTLES PER CWS DRAWING 880 ON SHEET C5.40.
INSTALL AND MAINTAIN INLET PROTECTION, TYPE 5 PER CWS DRAWING
920 ON SHEET C5.40.
INSTALL 20'X50' CONSTRUCTION ENTRANCE PER CWS DRAWING 855 ON
SHEET C5.40.
INSTALL INLET PROTECTION, TYPE 4 PER CWS DRAWING 915 ON SHEET
C5.10.
1
2
3
EROSION CONTROL NOTES
4
0
SCALE: 1"=10'
10105
SW HAMPTON ST COMMERCIAL DRIVEWAY - GRADING DETAIL
0
SCALE: 1"=10'
10105
SW HAMPTON ST CURB RAMP - GRADING DETAIL
9
10
11
220
225
230
235
240
245
250
220
225
230
235
240
245
250
0+00 0+50 1+00 1+50 2+00
EG @ CURB
FLOWLINE
FG @ CURB
FLOWLINEEG @ CL
FG @ CL
PROPOSED
STORM DRAIN
PROPOSED
SANITARY SEWER
EXISTING
SANITARY SEWER
-0.94%1.22%
-0.31%2.28%
ST
A
=
2
+
1
6
.
6
4
EL
E
V
=
2
4
3
.
1
2
PVI STA = 0+75.70
PVI ELEV = 242.41
K = 13.04
A = 3.22%
LVC = 42.00'
BV
C
:
0
+
5
4
.
7
0
EL
E
V
:
2
4
1
.
9
3
EV
C
:
0
+
9
6
.
7
0
EL
E
V
:
2
4
2
.
2
2
PVI STA = 0+32.55
PVI ELEV = 241.43
K = 8.09
A = 2.60%
LVC = 21.00'
BV
C
:
0
+
2
2
.
0
5
EL
E
V
:
2
4
1
.
4
6
EV
C
:
0
+
4
3
.
0
5
EL
E
V
:
2
4
1
.
6
7
PVI STA = 1+22.67
PVI ELEV = 241.97
K = 12.97
A = 2.16%
LVC = 28.00'
BV
C
:
1
+
0
8
.
6
7
EL
E
V
:
2
4
2
.
1
0
EV
C
:
1
+
3
6
.
6
7
EL
E
V
:
2
4
2
.
1
4
-0.94%1.22%
-0.31%2.28%
ST
A
=
2
+
1
6
.
6
4
EL
E
V
=
2
4
3
.
1
2
PVI STA = 0+75.70
PVI ELEV = 242.41
K = 13.04
A = 3.22%
LVC = 42.00'
BV
C
:
0
+
5
4
.
7
0
EL
E
V
:
2
4
1
.
9
3
EV
C
:
0
+
9
6
.
7
0
EL
E
V
:
2
4
2
.
2
2
PVI STA = 0+32.55
PVI ELEV = 241.43
K = 8.09
A = 2.60%
LVC = 21.00'
BV
C
:
0
+
2
2
.
0
5
EL
E
V
:
2
4
1
.
4
6
EV
C
:
0
+
4
3
.
0
5
EL
E
V
:
2
4
1
.
6
7
PVI STA = 1+22.67
PVI ELEV = 241.97
K = 12.97
A = 2.16%
LVC = 28.00'
BV
C
:
1
+
0
8
.
6
7
EL
E
V
:
2
4
2
.
1
0
EV
C
:
1
+
3
6
.
6
7
EL
E
V
:
2
4
2
.
1
4
S
S
D
T
T
R
D
D
D
W
M
D
C
V
A
S
SW 70TH AVE
241
24
1
241
241
241
241
242
243
244
240
245
242
242
243
244
246
247
245
242
243
244
246
2
4
1
2
4
2
24
0
2
4
0
24
1
241
2
4
1
0+00 1+00 2+00
2+
0
0
2+
1
5
PC: 1+
4
4
.
5
8
SW
H
A
M
P
T
O
N
S
T
24
2
242
242 242
245
243
244
246
17.0'
ROW
DEDICATION
32.0'
11
1
2 2
3
4
5
5
5
8
8
8
13
13
12
14
1
10
2
2
3
44
4
WATER QUALITY
FACILTY
10
+
0
0
10
+
3
6
M
A
T
C
H
E
X
I
S
T
I
N
G
16
16
STA: 1+67.18
OFF: 21.00 Lt.9
STA: 0+68.20
OFF: 20.97 Lt.9
15
17
18
BC:241.73
TC:242.23
242.48
242.48
FFE=242.50
BC:240.88
TC:241.38
"WALL" STA:10+3.87 =
"SW 70TH AVE" STA:2+16.64"SW HAMPTON ST" STA:1+98.55 =
"SW 70TH AVE" STA:0+00.00
BC:241.70
TC:242.20
BC:241.51
TC:242.01
BC:241.78
TC:242.28
235
240
245
250
235
240
245
250
10+00 10+50
FINISHED GRADE
AT BACK OF WALL
MATCH EXISTING
GRADE AT FACE
OF WALL
FINISH GRADE AT
FACE OF WALL
10+03.87
RIGHT OF WAY
CENTERLINE
10+18.87
EXTG. ROW
PROPOSED 12" PVC
STORM DRAIN LINE
IE=237.50
10+35.87
PROP. ROW
2
4
1 24
1
2
4
1
24
1
2
4
1
2
4
5
2
4
2
2
4
2
2
4
3
2
4
4
24
6
2
4
7
24
5
24
2
24
3
24
4
2
4
6
2+
0
0
2
4
5
24
3
24
4
24
6
10+00 10+36
14
S
W
7
0
T
H
A
V
E
241
242
242.45242.89
TC:242.68
TC:242.26
TC:242.61
TC:243.00
242.82
243.20
BC:242.18
BC:242.25
BC:242.50
BC:242.58
20.0'
13.5'
6.0'
SW
7
0
T
H
A
V
E
P
L
A
N
&
P
R
O
F
I
L
E
HA
M
P
T
O
N
S
T
R
E
E
T
A
P
T
S
DI
G
T
I
G
A
R
D
Q
Q
Z
B
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L
L
C
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3
5
S
W
H
A
M
P
T
O
N
S
T
,
T
I
G
A
R
D
,
O
R
E
G
O
N
9
7
2
2
3
70TH AVE P&P
C2.02
04/19/2022
LAG
LAG
MCL
22118500
PF
I
A
S
-
B
U
I
L
T
D
R
A
W
I
N
G
S
2
0
2
4
-
1
0
-
1
7
LAND USE #
DESIGNED
SHEET NUMBER
SHEET TITLE
PROJECT #
CHECKED
DRAWN
DATE
Fi
l
e
:
u:
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2
3
8
2
0
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4
5
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P
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:
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Pl
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1
7
/
2
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4
3
:
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4
:
5
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CITY PROJECT NO. PFI2022-00312, TVWD PROJECT NO. E8372
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6
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0
SCALE: 1"=20'
202010
SW 70TH AVE PLAN
SW 70TH AVE PROFILE
HORIZONTAL SCALE: 1"=20", VERTICAL SCALE: 1"=5'
-WATER LINE
-ROW LINE
-PROPERTY LINE
-ROW LINE (VACATED)
-BEEHIVE OVERFLOW DRAIN
-DOMESTIC WATER METER
-DOUBLE CHECK VALVE ASSEMBLY
-CLEANOUT
WM
DCVA
PROPOSED LEGEND
-STORM DRAIN LINE
-SANITARY SEWER LINE
-FIRE WATER LINE
-FIRE DEPARTMENT CONNECTION
-AC PAVEMENT
-CONCRETE PAVEMENT
-PROPOSED MAJOR CONTOUR
-EXISTING MAJOR CONTOUR
-PROPOSED MINOR CONTOUR
-EXISTING MINOR CONTOUR
240
239
240
239
-FIRE HYDRANT
-WATER VALVE
CONSTRUCT CURB AND GUTTER PER CITY DETAIL 126 ON SHEET C5.00.
CONSTRUCT STANDARD SIDEWALK PER CITY DETAIL 120 ON SHEET
C5.00.
CONSTRUCT FULLY LOWERED DRIVEWAY PER ODOT DRAWING RD750
ON SHEET C5.30. SEE GRADING DETAIL ON THIS SHEET.
CONSTRUCT ASPHALT PAVEMENT PER SECTION PER TYPICAL SECTIONS
ON SHEET C0.02.
STREET SIDE STORMWATER PLANTER. SEE UTILITY PLAN & PROFILE
FOR ADDITIONAL INFORMATION.
STREET TREE. SEE LANDSCAPE PLANTING PLAN FOR ADDITIONAL
INFORMATION.
STREET LIGHT. SEE STREET LIGHTING PLAN FOR ADDITIONAL
INFORMATION.
PAVEMENT MARKINGS. SEE SIGNING & STRIPING PLAN FOR ADDITIONAL
INFORMATION.
ADA COMPLIANT CURB RAMP WITH DETECTABLE WARNING. SEE
GRADING DETAIL ON SHEET C2.01.
STREET SIGN. SEE SIGNING AND STRIPING PLAN FOR ADDITIONAL
INFORMATION.
BARRICADE. SEE SIGNING AND STRIPING PLAN FOR ADDITIONAL
INFORMATION.
CONSTRUCT SEGMENTAL BLOCK RETAINING WALL. SEE PLAN PROFILE
ON THIS SHEET.
PGE SWITCHGEAR VAULT. VAULT SHALL HAVE NON SLIP SURFACING AS
APPROVED BY THE CITY.
CONSTRUCT TYPE A CURB PER CITY DETAIL 125 ON SHEET C5.01
3/4" DOMESTIC WATER METER. SEE UTILITY PLAN & PROFILE FOR
ADDITIONAL INFORMATION.
3/4" DOMESTIC IRRIGATION DOUBLE CHECK VALVE ASSEMBLY. SEE
UTILITY PLAN & PROFILE FOR ADDITIONAL INFORMATION.
1
2
3
4
CONSTRUCTION NOTES
5
8
9
11
12
13
10
14
INSTALL STRAW WATTLES PER CWS DRAWING 880 ON SHEET C5.40.
INSTALL AND MAINTAIN INLET PROTECTION, TYPE 5 PER CWS DRAWING
920 ON SHEET C5.40.
INSTALL 20'X50' CONSTRUCTION ENTRANCE PER CWS DRAWING 855 ON
SHEET C5.40.
INSTALL INLET PROTECTION, TYPE 4 PER CWS DRAWING 915 ON SHEET
C5.10.
1
2
3
EROSION CONTROL NOTES
4
15
SEGMENTAL BLOCK RETAINING WALL PROFILE
HORIZONTAL SCALE: 1"=20", VERTICAL SCALE: 1"=5'
0
SCALE: 1"=20'
202010
SEGMENTAL BLOCK RETAINING WALL PLAN
16
GENERAL NOTES
1.GRAVITY RETAINING WALL BLOCKS SHOWN ON THE PLAN AND PROFILE
ARE SCHEMATIC. CONTRACTOR SHALL SUBMIT BLOCK CONFIGURATION
FOR APPROVAL PRIOR TO START OF CONSTRUCTION.
17
18
0
SCALE: 1"=10'
10105
SW 70TH FULLY LOWERED DRIVEWAY - GRADING DETAIL
S
S
D
SW 70TH AVE
17.0'
ROW
DEDICATION
3
2
0+00 1+00 2+00
2+
0
0
2+
1
5
PC: 1+
4
4
.
5
8
SW
H
A
M
P
T
O
N
S
T
4
5
1
LEGEND
-ROW LINE
-PROPOSED PROPERTY LINE
-EXISTING PROPERTY LINE
INSTALL 12" WHITE STOP BAR, S PER ODOT DETAIL TM503 AND TM530 ON
SHEET C5.31.
INSTALL FUTURE STREET EXTENSION SIGN ON STREET BARRICADE, TYPE
III. SIGN PER CITY DETAIL 221 ON SHEET C5.00 AND STREET BARRICADE
PER CITY DETAIL 436 ON SHEET C5.01.
INSTALL SIDEWALK CLOSED (R9-9) ON SIDEWALK BARRICADE PER CITY
DETAIL ON 420 ON SHEET C5.01.
INSTALL STOP SIGN ON PERFORATED STEEL SQUARE TUBE PER CITY
DETAIL 405 ON SHEET C5.01.
INSTALL STREET SIGN ON PERFORATED STEEL SQUARE TUBE PER CITY
DETAIL 405 ON SHEET C5.01.
1
SIGNING & STRIPING NOTES
2
3
4
SI
G
N
I
N
G
&
S
T
R
I
P
I
N
G
P
L
A
N
HA
M
P
T
O
N
S
T
R
E
E
T
A
P
T
S
DI
G
T
I
G
A
R
D
Q
Q
Z
B
,
L
L
C
70
3
5
S
W
H
A
M
P
T
O
N
S
T
,
T
I
G
A
R
D
,
O
R
E
G
O
N
9
7
2
2
3
SIGN & STRIPE PLAN
C3.00
04/19/2022
LAG
LAG
MCL
22118500
PF
I
A
S
-
B
U
I
L
T
D
R
A
W
I
N
G
S
2
0
2
4
-
1
0
-
1
7
LAND USE #
DESIGNED
SHEET NUMBER
SHEET TITLE
PROJECT #
CHECKED
DRAWN
DATE
Fi
l
e
:
u:
\
2
3
8
2
0
0
4
5
6
\
C
A
D
\
C
i
v
i
l
\
_
a
b
-
r
e
c
o
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1
8
5
0
-
C
D
-
S
I
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N
-
S
T
R
I
P
E
.
d
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,
T
a
b
:
C3
.
0
0
Pl
o
t
S
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m
p
:
10
/
1
7
/
2
0
2
4
3
:
1
5
:
2
2
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OREGON
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N
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CITY PROJECT NO. PFI2022-00312, TVWD PROJECT NO. E8372
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1
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2
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4
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0
Po
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l
a
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4
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5
0
3
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6
7
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SW 70TH AVE PLAN
5
-OVERHEAD WIRE LINE
-AC PAVEMENT
-CONCRETE PAVEMENT
225
230
235
240
245
250
225
230
235
240
245
250
FG @ CURB
FLOWLINE
0+00 0+50 1+00 1+50 2+00
EG @ CL
IE IN(12"NE) = 236.28
IE IN(12"SE) = 236.27
IE OUT(18"W) = 236.08
01A255 (48" FLAT TOP MH
STA: 0+53.15, 24.90Lt.
RIM = 241.91
)EXISTING 18"
STORM DRAIN LINE
GME=239.19 GME=239.59
IE=236.19 IE=236.59
EXISTING 12"
DI WATER MAIN
PROPOSED
FIRE HYDRANT
PROPOSED 6"
FIRE WATER
LINE
S
S
S
D
D
WMDCVA
WM WM W
M
D
C
V
A
D
C
V
A
SW HAMPTON ST
2
3
9
240239
241
242
2
3
9
239
240
240
241
24
1
241
0
+
0
0
0+00
1+00
2+00 2+15
S
W
7
0
T
H
A
V
E
240
24
1
2
4
2
10.7'
P
C
:
0
+
0
8
.
5
6
PC
:
1
+
4
4
.
5
8
PT
:
0
+
8
3
.
5
6
2
4
0
ROW
DEDICATION
12
3
4
1
1
2
2
12
3
5
67 8
9
2
WQF331
WQF332
225
230
235
240
245
225
230
235
240
245
10+00 10+50
STA: 10+64.47
RISER ROOM
STA: 10+55.46
(1) 6" 45 BEND
(MJ)
STA: 10+15.00
CONNECT TO
EXTG. 12" DI STA: 10+37.25
(1) 6" 45 BEND
(MJ)
STA: 10+58.61
(1) 6" 45 BEND
(MJ)
EXTG. STORM
LINE, IE = 235.04
SEE GENERAL NOTE 6
EXTG. CATV LINE
SEE GENERAL NOTE 4
EXTG. GAS LINE
SEE GENERAL NOTE 4
EG
FGSTA: 10+34.11
(1) 6" 45 BEND
(MJ)
1.50'
36" MIN.
CONSTRUCT STORMWATER PLANTER, 2" FREEBOARD, 6" STORAGE
DEPTH, 18" GROWING MEDIUM, 12" DRAIN ROCK AND 6" PVC
PERFORATED PIPE PER CWS DRAWING 740 AND 742 ON SHEET C5.21
AND CWS DRAWING 745, 755 AND 760 ON SHEET C5.22.
CONNECT TO EXISTING 18" STORM DRAIN LINE WITH INSERT-A-TEE
PER CWS DRAWING 530 ON SHEET C5.21. POTHOLE POINT OF
CONNECTION PRIOR TO START OF CONSTRUCTION AND NOTIFY
ENGINEER OF ANY DISCREPANCIES.
1
2
STORMWATER CONSTRUCTION NOTES
SW
H
A
M
P
T
O
N
S
T
U
T
I
L
I
T
Y
P
L
A
N
&
P
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F
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L
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M
P
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S
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T
A
P
T
S
DI
G
T
I
G
A
R
D
Q
Q
Z
B
,
L
L
C
70
3
5
S
W
H
A
M
P
T
O
N
S
T
,
T
I
G
A
R
D
,
O
R
E
G
O
N
9
7
2
2
3
HAMPTON UTILITY P&P
C4.01
04/19/2022
LAG
LAG
MCL
22118500
PF
I
A
S
-
B
U
I
L
T
D
R
A
W
I
N
G
S
2
0
2
4
-
1
0
-
1
7
LAND USE #
DESIGNED
SHEET NUMBER
SHEET TITLE
PROJECT #
CHECKED
DRAWN
DATE
Fi
l
e
:
u:
\
2
3
8
2
0
0
4
5
6
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AN. 0 9 , 2 0 0 7
78628PE
M
ATTHEW C . L E W I S
RENEWS: 12/31/2024
OREGON
E N G I NEERREGISTERED PROFESSIO
N
A
L
AS
CO
N
S
T
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CITY PROJECT NO. PFI2022-00312, TVWD PROJECT NO. E8372
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4
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5
0
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6
7
3
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0
SCALE: 1"=20'
202010
SW HAMPTON ST PLAN
SW HAMPTON ST PROFILE
HORIZONTAL SCALE: 1"=20", VERTICAL SCALE: 1"=5'
-WATER LINE
-ROW LINE
-PROPERTY LINE
-ROW LINE (VACATED)
-BEEHIVE OVERFLOW DRAIN
-DOMESTIC WATER METER
-DOUBLE CHECK VALVE ASSEMBLY
-CLEANOUT
WM
DCVA
PROPOSED LEGEND
-STORM DRAIN LINE
-SANITARY SEWER LINE
-FIRE WATER LINE
-FIRE DEPARTMENT CONNECTION
-AC PAVEMENT
-CONCRETE PAVEMENT
-PROPOSED MAJOR CONTOUR
-EXISTING MAJOR CONTOUR
-PROPOSED MINOR CONTOUR
-EXISTING MINOR CONTOUR
240
239
240
239
-FIRE HYDRANT
-WATER VALVE
HOT TAP EXISTING 12" DI PUBLIC WATER MAIN WITH A 12"x6"
STAINLESS STEEL TAPPING SLEEVE PER TVWD DETAIL 302 ON SHEET
C5.10.
INSTALL 6" FLGxMJ GATE VALVE PER TVWD DETAIL 402 ON SHEET
C5.10. ENSURE GATE VALVE FRAME LIES OUTSIDE OF GUTTER PAN.
INSTALL FULLY RESTRAINED 6" DI WATER LINE, 51 LF. BEDDING, PE
WRAP, BACKFILL PER TVWD DETAILS 201 AND 301 ON SHEET C5.00.
SEE PROFILE ON THIS SHEET.
INSTALL FIRE HYDRANT PER TVWD DETAILS 501, 502, AND 503 ON
SHEET C5.10 AND C5.11. HYDRANT SHALL BE PLACED IN A 5' x 5'
LANDSCAPE PLANTER AREA.
TVWD WILL INSTALL 2" DOMESTIC WATER METER AND CONNECTION
PER TVWD DETAIL 605 ON SHEET C5.11.
IRRIGATION BACKFLOW DEVICE LOCATED INTERNAL TO BUILDING
AND DOWNSTREAM OF THE DOMESTIC WATER BACKFLOW DEVICE.
SEE PLUMBING PLANS FOR ADDITIONAL INFORMATION.
FIRE WATER BACKFLOW DEVICE LOCATED INTERNAL TO BUILDING.
SEE PLUMBING PLANS FOR ADDITIONAL INFORMATION. FOR LARGE
DOUBLE CHECK ASSEMBLIES WITHIN A BUILDING, TVWD WILL NEED A
BADGER METER ON A DETECTOR ASSEMBLY WITH A REMOTE READ
HEAD, BADGER METER HR-RED. RUN METER CABLE IN 3/4" SCH. 40
PVC PIPE FROM MECHANICAL ROOM TO WATER METER BOX. INSTALL
REMOTE READ HEAD PER DETAIL ON SHEET C5.11 AND PER
MANUFACTURER'S INSTALLATION MANUAL.
INSTALL 2" DOUBLE CHECK VALVE ASSEMBLY IN METER BOX. BOX
SHALL BE ARMORCAST MODEL A6001946HDAPCX12 OR APPROVED
EQUAL
TVWD TO INSTALL 6"x2" MJ x TAPPED TEE, WITH 2" THREADED GATE
VALVE BY 2" CLOSE NIPPLE. COORDINATE WITH TVWD FOR SERVICE
INSTALLATION.
1
WATER SYSTEM CONSTRUCTION NOTES
2
3
4
5
6
7
FIRE WATER LINE PROFILE
HORIZONTAL SCALE: 1"=20", VERTICAL SCALE: 1"=5'
1.BURY DEPTH FOR WATER LINES IS 3 FT. MINIMUM.
2.SEE PLUMBING PLANS FOR CONTINUATION IN THE BUILDINGS.
3.ALL PRIVATE ON-SITE UTILITIES SHALL BE PERMITTED AND
INSPECTED THROUGH THE BUILDING DEPARTMENT.
4.CONTRACTOR TO POTHOLE UTILITY CROSSINGS PRIOR TO
CONSTRUCTION FOR CLEARANCE VERIFICATION.
GENERAL NOTES
8
9
S
S
S
D
T
T
R
D
D
D
EXISTING 8" PVC
STORM DRAIN
S
W
M
D
C
V
A
SW 70TH AVE
241
24
1
241
241
241
241
242
243
244
240
245
242
242
243
244
246
247
245
242
243
244
246
2
4
1
2
4
2
24
0
2
4
0
24
1
241
2
4
1
401A255
401A256
6
4 01A257
6
0+00 1+00 2+00
2+
0
0
2+
1
5
SW
H
A
M
P
T
O
N
S
T
7 01A258C
242
242 242
245
243
244
246
17.0'
ROW
DEDICATION
1 1 1
3 3 3
5
5
6
8
WATER QUALITY FACILITY
18" PERKFILTER CATCH
BASIN
2
1
6" DI SANITARY
LATERAL
IE=233.60
3
4 SS01A083CO
2
3 SS01A082
1SS01A039
2
5
PC: 1+
4
4
.
5
8
8" PVC STORM
LATERAL
6
WQF334 WQF335WQF333
220
225
230
235
240
245
250
220
225
230
235
240
245
250
0+00 0+50 1+00 1+50 2+00
IE IN(12"NE) = 236.28
IE IN(12"SE) = 236.27
IE OUT(18"W) = 236.08
01A255 (48" FLAT TOP MH
STA: 0+53.15, 24.90 Lt.
RIM = 241.91
)
103.9 LF - 12"PVC @ 0.0050
38.1 LF - 12"PVC @ 0.0050
27.4 LF - 12"PVC @ 0.0050
IE IN(12"N) = 236.62
IE OUT(12"SW) = 236.42
01A256 (48" FLAT TOP MH
STA: 0+77.05, 11.58 Lt.
RIM = 241.92
)
IE OUT(12"S) = 237.53
01A258C (DITCH INLET)
STA: 2+18.98, 11.63 Lt.
RIM = 240.00
SUMP = 236.03
IE IN(8"W) = 237.14
IE IN(8"NE) = 237.14
IE IN(12"N) = 237.01
IE OUT(12"S) = 236.81
01A257 (48" FLAT TOP MH
STA: 1+15.13, 11.60Lt.
RIM = 241.74
)
GME=240.97GME=240.84GME=240.94
IE=237.94 IE=237.97IE=237.84
FG @ CURB
FLOWLINE
EG @ CL
FG @ CL
EXTG.
EXTG.
127.0 LF - 8"PVC @ 0.0100
IE OUT(8"S) = 234.24
SS01A083CO (8")
STA: 2+14.65, 0.63 Lt.
RIM = 243.07
IE IN(8"N) = 232.90
IE OUT(8"SW) = 232.70
SS01A082 (48"
STA: 0+80.81, 0.58Lt.
RIM = 242.24
)
IE IN(8"NE) = 232.54
IE OUT(8"S) = 232.34
SS01A039 (48"
STA: 0+65.96, 7.42 Lt.
RIM = 241.89
)
16.4 LF - 8"PVC @ 0.0100
6" SS LATERAL
IE=233.05
CONSTRUCT STORMWATER PLANTER, 2" FREEBOARD, 6" STORAGE
DEPTH, 18" GROWING MEDIUM, 3" SEPARATION LENS, 15" DRAIN ROCK
AND 8" PVC PERFORATED PIPE PER CWS DRAWING 740 AND 742 ON
SHEET C5.21 AND CWS DRAWING 745, 755 AND 760 ON SHEET C5.22.
INSTALL 6" PVC D3034 STORMWATER PLANTER LATERAL, 8 LF @ 2.0%.
BEDDING AND BACKFILL PER CWS DRAWING 590 ON SHEET C5.21.
CONNECT TO 12" STORM DRAIN LINE WITH FACTORY TEE FITTING.
INSTALL 48" PRECAST CONCRETE FLAT TOP STORM DRAIN MANHOLE
PER CWS DRAWING 050 ON SHEET C5.20. RIM AND INVERT
ELEVATIONS PER PROFILE ON THIS SHEET.
CONNECT EXISTING STORM DRAIN LINES TO NEW FLAT TOP
MANHOLE. POTHOLE POINT OF CONNECTION PRIOR TO START OF
CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES.
INSTALL 12" PVC ASTM 3034 STORM DRAIN LINE. PIPE LENGTH AND
SLOPE PER PROFILE ON THIS SHEET. BEDDING AND BACKFILL PER
CWS DRAWING 590 ON SHEET C5.21.
INSTALL PRECAST CONCRETE DITCH INLET PER CWS DRAWING 390
ON SHEET C5.21. RIM AND INVERT ELEVATIONS PER PROFILE ON THIS
SHEET.
CONNECT EXISTING 8" PVC STORM DRAIN LINE TO NEW STORM DRAIN
LINE WITH FACTORY WYE FITTING.
1
3
4
5
STORMWATER CONSTRUCTION NOTES
6
7
SW
7
0
T
H
A
V
E
U
T
I
I
L
I
T
Y
P
L
A
N
&
P
R
O
F
I
L
E
HA
M
P
T
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N
S
T
R
E
E
T
A
P
T
S
DI
G
T
I
G
A
R
D
Q
Q
Z
B
,
L
L
C
70
3
5
S
W
H
A
M
P
T
O
N
S
T
,
T
I
G
A
R
D
,
O
R
E
G
O
N
9
7
2
2
3
70TH UTILITY P&P
C4.02
04/19/2022
LAG
LAG
MCL
22118500
PF
I
A
S
-
B
U
I
L
T
D
R
A
W
I
N
G
S
2
0
2
4
-
1
0
-
1
7
LAND USE #
DESIGNED
SHEET NUMBER
SHEET TITLE
PROJECT #
CHECKED
DRAWN
DATE
Fi
l
e
:
u:
\
2
3
8
2
0
0
4
5
6
\
C
A
D
\
C
i
v
i
l
\
_
a
b
-
r
e
c
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r
d
\
1
8
5
0
-
C
D
-
P
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N
-
P
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S
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M
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:
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.
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Pl
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p
:
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/
1
7
/
2
0
2
4
3
:
1
6
:
0
5
P
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-
Gi
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J
AN. 0 9 , 2 0 0 7
78628PE
M
ATTHEW C . L E W I S
RENEWS: 12/31/2024
OREGON
E N G I NEERREGISTERED PROFESSIO
N
A
L
AS
CO
N
S
T
R
U
C
T
CITY PROJECT NO. PFI2022-00312, TVWD PROJECT NO. E8372
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1
S
W
2
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S
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1
4
0
0
Po
r
t
l
a
n
d
,
O
R
9
7
2
0
4
+1
5
0
3
2
2
6
7
3
7
7
Re
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D
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0
SCALE: 1"=20'
202010
SW 70TH AVE PLAN
SW 70TH AVE PROFILE
HORIZONTAL SCALE: 1"=20", VERTICAL SCALE: 1"=5'
-WATER LINE
-ROW LINE
-PROPERTY LINE
-ROW LINE (VACATED)
-BEEHIVE OVERFLOW DRAIN
-DOMESTIC WATER METER
-DOUBLE CHECK VALVE ASSEMBLY
-CLEANOUT
WM
DCVA
PROPOSED LEGEND
-STORM DRAIN LINE
-SANITARY SEWER LINE
-FIRE WATER LINE
-FIRE DEPARTMENT CONNECTION
-AC PAVEMENT
-CONCRETE PAVEMENT
-PROPOSED MAJOR CONTOUR
-EXISTING MAJOR CONTOUR
-PROPOSED MINOR CONTOUR
-EXISTING MINOR CONTOUR
240
239
240
239
-FIRE HYDRANT
-WATER VALVE
8
TVWD WILL INSTALL 3/4" DOMESTIC WATER METER AND CONNECTION
PER TVWD DETAIL 601 ON SHEET C5.11.
TWVD TO TAP EXISTING WATERLINE FOR 1” SERVICE, CONTRACTOR TO
STAKE METER LOCATION
INSTALL 3/4" DOMESTIC IRRIGATION DOUBLE CHECK VALVE
ASSEMBLY AND BOX PER CITY DETAIL 531 ON SHEET C5.01. BOX
SHALL BE CARSON 1419 SERIES OR APPROVED EQUAL.
1
WATER SYSTEM CONSTRUCTION NOTES
2
3
CONNECT NEW 8" DI SANITARY LINE TO PROPOSED SANITARY SEWER
MAINLINE WITH MANUFACTURED TEE. PROVIDE 2% MINIMUM SLOPE
INSTALL 8" PVC D3034 SANITARY SEWER. PIPE LENGTH AND SLOPE
PER PROFILE ON THIS SHEET. BEDDING AND BACKFILL PER CWS
DRAWING 590 ON SHEET C5.21.
INSTALL 48" STANDARD CONCRETE MANHOLE PER CWS DRAWING 010
ON SHEET C5.20. SEE PROFILE ON THIS SHEET FOR RIM AND INVERT
ELEVATIONS.
INSTALL STANDARD CLEANOUT PER CWS DETAIL 500 ON SHEET C5.22.
SEE PROFILE ON THIS SHEET FOR RIM AND INVERT ELEVATIONS.
INSTALL 8"X6" MANUFACTURED TEE. INSTALL 6" DI PIPE AT 2%
MINIMUM.
1
SANITRAY SEWER CONSTRUCTION NOTES
2
3
4
5
DE
T
A
I
L
S
HA
M
P
T
O
N
S
T
R
E
E
T
A
P
T
S
DI
G
T
I
G
A
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D
Q
Q
Z
B
,
L
L
C
70
3
5
S
W
H
A
M
P
T
O
N
S
T
,
T
I
G
A
R
D
,
O
R
E
G
O
N
9
7
2
2
3
DETAILS
C5.00
04/19/2022
LAG
LAG
MCL
22118500
PF
I
A
S
-
B
U
I
L
T
D
R
A
W
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S
2
0
2
4
-
1
0
-
1
7
LAND USE #
DESIGNED
SHEET NUMBER
SHEET TITLE
PROJECT #
CHECKED
DRAWN
DATE
Fi
l
e
:
u:
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2
3
8
2
0
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4
5
6
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AN. 0 9 , 2 0 0 7
78628PE
M
ATTHEW C . L E W I S
RENEWS: 12/31/2024
OREGON
E N G I NEERREGISTERED PROFESSIO
N
A
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CITY PROJECT NO. PFI2022-00312, TVWD PROJECT NO. E8372
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,
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9
7
2
2
3
DETAILS
C5.01
04/19/2022
LAG
LAG
MCL
22118500
PF
I
A
S
-
B
U
I
L
T
D
R
A
W
I
N
G
S
2
0
2
4
-
1
0
-
1
7
LAND USE #
DESIGNED
SHEET NUMBER
SHEET TITLE
PROJECT #
CHECKED
DRAWN
DATE
Fi
l
e
:
u:
\
2
3
8
2
0
0
4
5
6
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10
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4
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7
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P
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Gi
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L
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J
AN. 0 9 , 2 0 0 7
78628PE
M
ATTHEW C . L E W I S
RENEWS: 12/31/2024
OREGON
E N G I NEERREGISTERED PROFESSIO
N
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CO
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CITY PROJECT NO. PFI2022-00312, TVWD PROJECT NO. E8372
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9
7
2
2
3
DETAILS
C5.10
04/19/2022
LAG
LAG
MCL
22118500
PF
I
A
S
-
B
U
I
L
T
D
R
A
W
I
N
G
S
2
0
2
4
-
1
0
-
1
7
LAND USE #
DESIGNED
SHEET NUMBER
SHEET TITLE
PROJECT #
CHECKED
DRAWN
DATE
Fi
l
e
:
u:
\
2
3
8
2
0
0
4
5
6
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10
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4
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P
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L
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J
AN. 0 9 , 2 0 0 7
78628PE
M
ATTHEW C . L E W I S
RENEWS: 12/31/2024
OREGON
E N G I NEERREGISTERED PROFESSIO
N
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CITY PROJECT NO. PFI2022-00312, TVWD PROJECT NO. E8372
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9
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2
2
3
DETAILS
C5.11
04/19/2022
LAG
LAG
MCL
22118500
PF
I
A
S
-
B
U
I
L
T
D
R
A
W
I
N
G
S
2
0
2
4
-
1
0
-
1
7
LAND USE #
DESIGNED
SHEET NUMBER
SHEET TITLE
PROJECT #
CHECKED
DRAWN
DATE
Fi
l
e
:
u:
\
2
3
8
2
0
0
4
5
6
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AN. 0 9 , 2 0 0 7
78628PE
M
ATTHEW C . L E W I S
RENEWS: 12/31/2024
OREGON
E N G I NEERREGISTERED PROFESSIO
N
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CITY PROJECT NO. PFI2022-00312, TVWD PROJECT NO. E8372
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4
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,
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N
9
7
2
2
3
DETAILS
C5.20
04/19/2022
LAG
LAG
MCL
22118500
PF
I
A
S
-
B
U
I
L
T
D
R
A
W
I
N
G
S
2
0
2
4
-
1
0
-
1
7
LAND USE #
DESIGNED
SHEET NUMBER
SHEET TITLE
PROJECT #
CHECKED
DRAWN
DATE
Fi
l
e
:
u:
\
2
3
8
2
0
0
4
5
6
\
C
A
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\
C
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2
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p
:
10
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1
7
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2
0
2
4
3
:
1
7
:
1
6
P
M
-
Gi
r
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n
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L
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J
AN. 0 9 , 2 0 0 7
78628PE
M
ATTHEW C . L E W I S
RENEWS: 12/31/2024
OREGON
E N G I NEERREGISTERED PROFESSIO
N
A
L
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CO
N
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T
R
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C
T
CITY PROJECT NO. PFI2022-00312, TVWD PROJECT NO. E8372
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9
7
2
2
3
DETAILS
C5.21
04/19/2022
LAG
LAG
MCL
22118500
PF
I
A
S
-
B
U
I
L
T
D
R
A
W
I
N
G
S
2
0
2
4
-
1
0
-
1
7
LAND USE #
DESIGNED
SHEET NUMBER
SHEET TITLE
PROJECT #
CHECKED
DRAWN
DATE
Fi
l
e
:
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2
3
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AN. 0 9 , 2 0 0 7
78628PE
M
ATTHEW C . L E W I S
RENEWS: 12/31/2024
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E N G I NEERREGISTERED PROFESSIO
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2
3
DETAILS
C5.22
04/19/2022
LAG
LAG
MCL
22118500
PF
I
A
S
-
B
U
I
L
T
D
R
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W
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2
0
2
4
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1
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1
7
LAND USE #
DESIGNED
SHEET NUMBER
SHEET TITLE
PROJECT #
CHECKED
DRAWN
DATE
Fi
l
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:
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2
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78628PE
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RENEWS: 12/31/2024
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2
3
DETAILS
C5.30
04/19/2022
LAG
LAG
MCL
22118500
PF
I
A
S
-
B
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I
L
T
D
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2
0
2
4
-
1
0
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1
7
LAND USE #
DESIGNED
SHEET NUMBER
SHEET TITLE
PROJECT #
CHECKED
DRAWN
DATE
Fi
l
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:
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2
3
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78628PE
M
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RENEWS: 12/31/2024
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2
2
3
DETAILS
C5.31
04/19/2022
LAG
LAG
MCL
22118500
PF
I
A
S
-
B
U
I
L
T
D
R
A
W
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N
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S
2
0
2
4
-
1
0
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1
7
LAND USE #
DESIGNED
SHEET NUMBER
SHEET TITLE
PROJECT #
CHECKED
DRAWN
DATE
Fi
l
e
:
u:
\
2
3
8
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78628PE
M
ATTHEW C . L E W I S
RENEWS: 12/31/2024
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N
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