HomeMy WebLinkAboutzW-4384setN
RYDER
TUKWILA LC0549
RYDER SYSTEM, INC
11690 NW 105 STREET
MIAMI, FLORIDA 33178
PHONE: (305) 500-5076
WATER LINE RELOCATION
OWNER'S INTENDED USES
TO CONSTRUCT OFFICES AND A FACILITY FOR THE RENTING, LEASING,
MAINTENANCE, FUELING, SALES, WASHING, AND PARKING OF VEHICLES.
PROJECT VARIABLES
CIVIL ENGINEERING: INFINITY ENGINEERING GROUP LLC.
CIVIL ENGINEERS PHONE: 813-434-4770
GEO-TECHNICAL REPORT: NIA
GEO-TECHNICAL PHONE: NIA
HEATING DEGREE DAYS: ----
SURVEYOR'S NAME: BBA LAND SURVEYING
SURVEYORS TELEPHONE: 206-406-1257
WATER MAIN LINE 12" D.I. WATER MAIN LINE
SCOPE OF WORK NOTES
1. PERFORM ALL WORK IN ACCORDANCE WITH FEDERAL, STATE, AND
LOCAL CODES (INCLUDING - BUT NOT LIMITED TO - FIRE RESISTANCE
RATED CONSTRUCTION & OPENING ASSEMBLIES, ACCESSIBILITY
COMPLIANCE, SMOKE DETECTION & THE LIKE) AS WELL AS WITH
OWNER -FURNISHED CRITERIA, PLANS, AND SPECIFICATIONS; IF THERE IS
A CONFLICT AMONG VARIOUS BID REFERENCES, PLANS,
SPECIFICATIONS OR CODES, THE STRICTEST STANDARDS SHALL APPLY
AND BE INCLUDED IN THE BID.
2- DESIGNIBUILD CONTRACTOR SHALL CONSTRUCT A NEW FACILITY AS
INDICATED ON CRITERIA DRAWINGS, COMPLETE AND OPERATIONAL.
COORDINATE FULLY WITH OTHER CONTRACTORS AT THE SITE.
3. SUCCESSFUL BIDDER SHALL UNDERTAKE TO PERFORM THE WORK ON A
DESIGN/BUILD BASIS, AND IS RESPONSIBLE FOR ALL ENGINEERING,
ARCHITECTURAL DESIGN, CONSTRUCTION DRAWINGS, PERMITS., AND
TESTING.
4. REVIEW ATTACHED BOUNDARY AND TOPOGRAPHICAL SURVEY.
5. DESIGNIBUILID CONTRACTOR SHALL VISIT THE SITE PRIOR TO
SUBMITTING A PROPOSAL AND CHECK THE AREA OF WORK AND VERIFY
LOCATIONS OF UTILITIES AND POINTS OF OF CONNECTION AND INCLUDE
IN THE BID ALL REQUIRED, OFF -SITE INSTALLATIONS,
63
7, DESIGN/BUILD CONTRACTOR SHALL COMPLY WITH ALL STORM WATER
PERMIT REQUIREMENTS REGULATING CONSTRUCTION SITE RUN OFF,
AND EROSION AND SEDIMENT RUN OFF AND CONTROL AND SHALL
INCLUDE IN HIS BASE BID ALL REQUIREMENTS FOR STORM WATER
MANAGEMENT AND CONTROL, THAT IS, STRUCTURES, PIPES,
HEADWALLS AND THE LIKE, AS INDICATED ON CIVIL/SITE DRAWINGS.
17850 WEST VALLEY HWY
TUKWILA, WA 98188
SCOPE OF WORK NOTES (CONT
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SCOPE OF WORK NOTES (CONT
21. PRIOR TO RECEIVING APPROVAL OF FINAL PROGRESS PAYMENT, PUNCH
LIST WORK MUST BE COMPLETED AND VERIFIED BY OWNER'S FACILITY
PERSONNEL OR PROJECT ENGINEER, AND DESIGNIBUILD CONTRACTOR
SHALL PROVIDE TWO SETS OF THE FOLLOWING ITEMS TO OWNER'S
PROJECT ENGINEER:
EQUi r1MENT I► SThI ATIE)N P PERATIE)N AN M IR ITENANGE I AKIN IAI S
-COPY OF BUILDING PERMIT(S).
-COPY OF CERTIFICATE OF OCCUPANCY AND DOCUMENTATION FROM
ALL AHTS SHOWING ALL PERMITS HAVE BEEN CLOSED OUT.
-WARRANTEE LETTER FROM DESIGNIBUILD CONTRACTOR TO OWNER
INDICATING WORK IS GUARANTEED FOR A PERIOD OF TWO YEARS FROM
THE DATE OF ACCEPTANCE.
COORDINATION NOTES
WORK BY OTHERS:
• ALL SIGNAGE WILL BE BY OTHERS, EXCEPT FOR POWER FEEDS.
BUILDING CODES
• BUILDING CODE:
2021 WASHINGTON STATE BUILDING CODE
• MECHANICAL CODE:
2021 WASHINGTON STATE MECHANICAL CODE
• PLUMBING CODE;
2021 WASHINGTON STATE PLUMBING CODE
-ANY CITY, STATE, FEDERAL AGENCY DOCUMENTATION INDICATING THAT ELECTRICAL CODE:
INSPECTIONS HAVE BEEN MADE AND WRITTEN APPROVALS HAVE BEEN 2023 NATIONAL ELECTRICAL CODE
GRANTED.
-ACCEPTED AIR BALANCING REPORT FROM INDEPENDENT AIR BALANCE • FIRE CODE:
COMPANY -TEST RESULTS (COMPACTION, PAVING, FLOOR SLABS, AND 2021 WASHINGTON STATE FIRE CODE
THE LIKE)
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-A CERTIFICATE THAT HYDROSTATIC TEST WERE PERFORMED PER
MANUFACTURER'S INSTRUCTIONS ON THE TURBINE ENCLOSURE, SPILL
BUCKETS AND DISPENSER BOXES, AND ALL PENETRATIONS, SEAMS, &
JOINTS ARE WATER TIGHT.
-RECORD DRAWINGS ON C!D IN AUTOCAD FORMAT RELEASE 14 OR
HIGHER.
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PLAN AND PROFILE
THIS PLANSEf WAS REVIEWED BY CITY OF RENTON FOR THE INSTALLATION OF A WATERMAIN
EROSION CONTROL MEASURES SHALL BE REVIEWED AND APPROVED BY CITY OF TUKWILA
REGIONAL FIRE AUTHORITY Mr8*
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Tampa, Florida 33602
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CW. of Auth. No. 603-536-314
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RICHARD HERNANDEZ, P.E.
WA PEG. NO. 50841
Digitally Signed
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GENERAL NOTE
1. ALL CONSTRUCTION SHALL BE EXECUTED AS SHOWN ON THESE PLANS. ANY
REVISIONS AND/OR DEVIATIONS MUST BE APPROVED BY THE ENGINEER OF
RECORD AND MAY RESULT IN ADDITIONAL PERMITTING EFFORTS THROUGH THE
RELATED PERMITTING AGENCY. THE CONTRACTOR SHALL ACKNOWLEDGE THAT
REVISIONS ANDfOR DEVIATIONS MAY RESULT IN ADDITIONAL PERMITTING
REQUIREMENTS AND POSSIBLY AFFECT SCHEDULING OF WORK.
2. UNLESS OTHERWISE NOTED ON PLANS, OR WITHIN THE PROJECT
SPECIFICATIONS, ALL MATERIALS AND CONSTRUCTION ARE TO BE IN
ACCORDANCE WITH DESIGN AND CONSTRUCTION STANDARDS OF THE
PERMITTING AGENCY HAVING JURISDICTION: THE LOCALLY ADOPTED BUILDING
CODE; AND ALL APPLICABLE LOCAL AND STATE CODES AND ORDINANCES.
3. PERMITS MAY BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT-OF-WAY. THE
CONTRACTOR IS TO ACKNOWLEDGE AND SECURE ALL PERMITS AND
INSPECTIONS REQUIRED FOR WORK IN THE PUBLIC RIGHT-OF-WAY.
4, THIS PARCEL OF LAND MAY BE SUBJECT TO ANY AND ALL RECORDED (AND
POSSIBLY UNRECORDED) EASEMENTS, RESTRICTIONS, AND COVENANTS.
5. PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL CONTACT ALL
UTILITY COMPANIES FOR VERIFICATION OF UTILITIES WITHIN THE LIMITS OF
CONSTRUCTION. GALL AREA ONE CALL SYSTEM 48 HOURS PRIOR TO ANY
EXCAVATION-
6. THE CONTRACTOR IS TO VERIFY ALL DIMENSIONS PRIOR TO THE START OF
CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER
IN A TIMELY MANNER.
7. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PROTECT
EXISTING PERMANENT SURVEY MONUMENTS AND BENCHMARKS FROM
DISTURBANCE. SURVEY MONUMENTS DISTURBED BY CONSTRUCTION ARE TO BE
REPLACED AND ADJUSTED VIA A LAND SURVEYOR REGISTERED IN THE STATE
FOR WHICH THE PROJECT IS LOCATED.
8. THE CONTRACTOR SHALL COORDINATE WORK EFFORTS WITH THE OWNER TO
MINIMIZE TRAFFIC INTERFERENCE AND OPERATIONS OF THE FACILITIES.
9. NO BLASTING OR BURNING IS ALLOWED ON THE PROJECT, UNLESS OTHERWISE
DIRECTED OR NOTED BY THE ENGINEER.
10. IT IS NOT EXPECTED THAT HAZARDOUS MATERIALS WILL BE ENCOUNTERED.
HOWEVER IF MATERIALS SUSPECTED OF CONTAINING HAZARDOUS MATERIALS
ARE ENCOUNTERED, DO NOT DISTURB: IMMEDIATELY NOTIFY ENGINEER AND
OWNER. HAZARDOUS MATERIALS WILL BE REMOVED BY OWNER UNDER A
SEPARATE CONTRACT
DEMOLITION AND CLEARING
1- DEMOLITION AND CLEARING OPERATIONS SHALL CONFORM TO APPLICABLE
REGULATIONS RELATING TO ENVIRONMENTAL REQUIREMENTS DISPOSAL OF
DEBRIS, BURNING OF DEBRIS ON SITE, AND USE OF HERBICIDES.
2- DEMOLITION WASTE SHALL BE DISPOSED OF IN A LEGAL MANNER. REMOVED
DEMOLITION WASTE MATERIALS FROM PROJECT SITE AND DISPOSE OF WASTE
IN AN EPA -APPROVED LANDFILL ACCEPTABLE TO AUTHORITIES HAVING
JURISDICTION. DO NOT BURY OR BURN DEMOLITION WASTE ON -SITE.
3. HISTORIC ITEMS, RELICS, ANTIQUES, AND SIMILAR OBJECTS, INCLUDING, BUT
NOT LIMITED TO CORNERSTONES AND THEIR CONTENTS, COMMEMORATIVE
PLAQUES AND TABLETS, AND OTHER ITEMS OF INTEREST OF VALUE TO OWNER
THAT MAY BE UNCOVERED DURING DEMOLITION REMAIN THE PROPERTY OF THE
OWNER.
4- ARRANGE DEMOLITION SCHEDULE SO A$ NOT TO INTERFERE WITH OWNER'$
ON -SITE OPERATIONS OR OPERATIONS OF ADJACENT OCCUPIED BUILDINGS.
5. CONDUCT BUILDING DEMOLITION AND DEBRIS REMOVAL OPERATIONS TO
ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKWAYS, AND
OTHER ADJACENT OCCUPIED AND USED FACILITIES, DO NOT CLOSE OR
OBSTRUCT STREETS, WALKS, WALKWAYS, OR OTHER ADJACENT OCCUPIED OR
USED FACILITIES WITHOUT PERMISSION FROM OWNER AND AUTHORITIES
HAVING JURISDICTION.
6. AUTHORITY FOR PERFORMING SITE CLEARING INDICATED ON PROPERTY
ADJOINING OWNER'S PROPERTY MUST BE OBTAINED BY OWNER PRIOR TO
COMMENCEMENT OF CLEARING. ❑O NOT PROCEED WITH WORK ON ADJOINING
PROPERTY UNTIL DIRECTED BY ENGINEER.
7. PRIOR TO COMMENCEMENT OF DEMOLITION OPERATIONS:
a. VERIFY THAT HAZARDOUS MATERIALS, IF PRESENT, HAVE BEEN REMEDIATED.
b. REVIEW PROJECT RECORD DRAWINGS OF EXISTING BUILDING AND EXISTING
SITE IMPROVEMENTS.
c- INVENTORY AND RECORD THE CONDITION OF ITEMS TO BE REMOVED AND
SALVAGED. TAKE DIGITAL PHOTOGRAPHS OR VIDEO OF PROJECT SITE AND
SURROUNDING PROPERTIES, INCLUDING EXISTING ITEMS TO REMAIN DURING
CONSTRUCTION OPERATIONS, RECORD CONDITIONS THAT MIGHT BE
MISCONSTRUED AS DAMAGE CAUSED BY SALVAGE OPERATIONS-
d. CLEAN, PACK, IDENTIFY, AND TRANSPORT SALVAGED ITEMS TO STORAGE
AREA DESIGNATED BY OWNER-
e. REMOVE REFRIGERANT FROM THE MECHANICAL EQUIPMENT ACCORDING TO
40 CFR 82 AND REGULATIONS OF AUTHORITIES HAVING JURISDICTION.
f, COORDINATE ANY ADDITIONAL REQUIREMENTS FOR DEMOLISHING OR
RELOCATING SITE MECHAN ICAL AND ELECTRICAL ITEMS WITH OWNER AND
OTHER AUTHORITIES HAVING JURISDICTION.
g. ASSURE THAT ANY REQUIRED INITIAL EROSION AND SEDIMENT CONTROL
MEASURES ARE INSTALLED AND IN WORKING ORDER.
h. LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP -OFF EXISTING UTILITIES
SERVING BUILDINGS AND STRUCTURES TO BE DEMOLISHED. CUT AND
REMOVE PIPE OR CONDUIT A MINIMUM OF 24 INCHES BELOW GRADE. CAP,
VALVE, PLUG AND SEAL REMAINING PORTION OF PIPE OR CONDUIT.
L ❑O NOT START DEMOLITION WORK UNTIL UTILITY DISCONNECTION AND
SEALING HAVE BEEN COMPLETED AND VERIFIED IN WRITING.
$- PRIOR TO COMMENCEMENT OF SITE CLEARING OPERATIONS, VERIFY THE
FOLLOWING:
a- TEMPORARY EROSION AND SEDIMENT CONTROL MEASURE$ ARE IN PLACE
AND IN WORKING ORDER.
b. UTILITY LOCATOR SERVICE HAS DETERMINED AND FLAGGED THE LOCATION
OF UNDERGROUND UTILITIES.
c- EXISTING SITE IMPROVEMENTS AND UTILITIES TO REMAIN HAVE BEEN
PROTECTED.
d- BENCHMARKS AND SURVEY CONTROL POINTS HAVE BEEN PROTECTED FROM
DISTURBANCE.
e- TREES AND VEGETATION TO REMAIN (OR TO BE RELOCATED) HAVE BEEN
LOCATED AND CLEARLY FLAGGED IN ACCORDANCE WITH TREE PROTECTION
AND TRIMMING REQUIREMENTS,
9. COORDINATE UTILITY DEMOLITION AND ABANDONMENT WITH UTILITY COMPANY
OR AUTHORITY HAVING JURISDICTION,
10. IN THE EVENT BUILDINGS IMMEDIATELY ADJACENT TO THE DEMOLITION AREA
WILL BE OCCUPIED, CONDUCT SITE DEMOLITION SO OPERATIONS OF OCCUPIED
BUILDINGS WILL NOT BE DISRUPTED- MAINTAIN ACCESS TO AND FROM EXISTING
WALKWAYS, EXITS, AND OTHER FACILITIES USED BY OCCUPANTS OF ADJACENT
BUILDINGS-
11- PROTECT EXISTING FACILITIES AND ADJACENT WALKWAYS, LOADING DOCKS,
BUILDING ENTRIES, AND OTHER BUILDING FACILITIES DURING DEMOLITION
OPERATIONS- MAINTAIN EXITS FROM EXISTING BUILDINGS-
12. ERECT TEMPORARY PROTECTION, SUCH AS WALKS, FENCES, RAILINGS,
CANOPIES, AND COVERED PASSAGEWAYS, AS NECESSARY, AND AS REQU I R E D
BY AUTHORITIES HAVING JURISDICTION, REMOVE TEMPORARY BARRIERS AND
PROTECTIONS WHERE HAZARDS NO LONGER EXIST. WHERE OPEN
EXCAVATIONS OR OTHER HAZARDOUS CONDITIONS REMAIN, LEAVE TEMPORARY
BARRIERS AND PROTECTIONS IN PLACE.
13. PROTECT EXISTING UTILITIES FROM DAMAGE DURING DEMOLITION OPERATIONS.
MAINTAIN OPERATION OF UTILITY SERVICES TO REMAIN. PROVIDE AT LEAST 72
HOURS' NOTICE TO OCCUPANTS OF AFFECTED BUILDINGS IF SHUTDOWN OF
SERVICE IS REQUIRED.
14. IF REMOVAL, RELOCATION, OR ABANDONMENT OF UTILITY SERVICES WILL
AFFECT ADJACENT OCCUPIED BUILDINGS, MAINTAIN CONTINUITY OF SERVICE TO
ADJACENT BUILDINGS BY PROVIDING TEMPORARY UTILITIES THAT BYPASS
BUILDINGS AND STRUCTURES TO BE DEMOLISHED. TEMPORARY BYPASS
SERVICES SHALL BE PROVIDED IN ACCORDANCE WITH UTILITY COMPANY OR
AUTHORITIES HAVING JURISDICTION.
15. TEMPORARY SHORING: PROVIDE AND MAINTAIN INTERIOR AND EXTERIOR
SHORING, BRACING, OR STRUCTURAL SUPPORT TO PRESERVE STABILITY AND
PREVENT UNEXPECTED MOVEMENT OR COLLAPSE OF EXISTING IMPROVEMENTS
BEING DEMOLISHED, ALL SHORING OPERATIONS SHALL BE DESIGNED BY A
LICENSED PROFESSIONAL AND INSTALLED PER OSHA REQUIREMENTS.
16. DEMOLITION OF STRUCTURAL FRAMING MEMBERS SHALL PROCEED
SYSTEMATICALLY, FROM HIGHER TO LOWER LEVEL- COMPLETE BUILDING
DEMOLITION OPERATIONS ABOVE EACH FLOOR OR TIER BEFORE DISTURBING
SUPPORTING MEMBERS ON THE NEXT LOWER LEVEL- REMOVE DEBRIS FROM
ELEVATED PORTIONS OF THE BUILDING BY CHUTE, HOIST, OR OTHER DEVICE
THAT WILL CONVEY DEBRIS TO GRADE LEVEL IN A CONTROLLED DESCENT.
17. CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND
DEBRIS CAUSED BY BUILDING DEMOLITION OPERATIONS. RETURN ADJACENT
AREAS TO CONDITION EXISTING BEFORE BUILDING DEMOLITION OPERATIONS
BEGAN.
18. CLEARING AND GRUBBING:
a. REMOVE OBSTRUCTIONS, TREES, SHRUBS, GRASS, AND OTHER VEGETATION
TO PERMIT INSTALLATION OF NEW CONSTRUCTION- DO NOT REMOVE TREES,
SHRUBS, AND OTHER VEGETATION INDICATED TO REMAIN OR TO BE
RELOCATED-
b. CUT MINOR ROOTS AND BRANCHES OF TREES INDICATED TO REMAIN IN A
CLEAN AND CAREFUL MANNER AND ONLY WHERE SUCH ROOTS AND
BRANCHES OBSTRUCT INSTALLATION OF NEW CONSTRUCTION.
c. CLEAR UNDERGROWTH AND DEADWOOD WITHOUT DISTURBING SUBSOIL.
d. GRIND STUMPS AND REMOVE ROOTS, OBSTRUCTIONS, AND DEBRIS
EXTENDING TO A DEPTH BELOW EXPOSED SUBGRADE AS FOLLOWS:
• FOOTINGS, SLABS ON GRADE AND BOTTOM SLABS OF STRUCTURES: 36
INCHES.
• ROADS AND PAVEMENT AREAS: 18 INCHES.
• AREAS TO BE GRASSED OR LANDSCAPED: 8 INCHES.
• AREAS TO BE FILLED: 12 INCHES.
e. USE ONLY HAND METHODS FOR GRUBBING WITHIN TREE PROTECTION ZONES,
1. CHIP REMOVED TREE BRANCHES AND DISPOSE OF OFF -SITE.
% UNLESS FURTHER EXCAVATION OF EARTHWORK IS INDICATED, FILL
DEPRESSIONS CAUSED BY CLEARING AND GRUBBING OPERATIONS WITH
SATISFACTORY SOIL MATERIAL. PLACE FILL MATERIAL IN HORIZONTAL LAYERS
NOT EXCEEDING A LOOSE DEPTH OF 8 INCHES, AND COMPACT EACH LAYER
TO A DENSITY EQUAL TO ADJACENT ORIGINAL GROUND.
19. TOPSOIL STRIPPING:
a, REMOVE SOD AND GRASS BEFORE STRIPPING TOPSOIL,
G. STRIP TOPSOIL TO WHATEVER DEPTHS ARE ENCOUNTERED IN A MANNER TO
PREVENT INTERMINGLING WITH UNDERLYING SUBSOIL OR OTHER WASTE
MATERIALS. REMOVE SUBSOIL AND NON -SOIL MATERIALS FROM TOPSOIL,
INCLUDING TRASH, DEBRIS, WEEDS, ROOTS, AND OTHER WASTE MATERIALS-
c. STOCKPILE TOPSOIL MATERIALS AWAY FROM EDGE OF EXCAVATIONS
WITHOUT INTERMIXING WITH SUBSOIL- GRADE AND SHAPE STOCKPILES TO
DRAIN SURFACE WATER. COVER TO PREVENT WINDBLOWN DUST. LIMIT
HEIGHT OF TOPSOIL STOCKPILES TO 72 INCHES. DO NOT STOCKPILE TOPSOIL
WITHIN TREE PROTECTION ZONES. STOCKPILE SURPLUS TOPSOIL TO ALLOW
FOR RESPREADING DEEPER TOPSOIL.
20. SITE IMPROVEMENTS:
a. REMOVE EXISTING ABOVE- AND BELOW -GRADE IMPROVEMENTS AS INDICATED
AND AS NECESSARY TO FACILITATE NEW CONSTRUCTION. REMOVE SLABS,
PAVING, CURBS. GUTTERS, AND AGGREGATE BASE A5 INDICATED.
b. UNLESS EXISTING FULL -DEPTH JOINTS COINCIDE WITH LINE OF DEMOLITION,
NEATLY SAW -CUT LENGTH OF EXISTING PAVEMENT TO REMAIN BEFORE
REMOVING EXISTING PAVEMENT. SAWCUT ALL FACES VERTICALLY.
c. PAINT CUT ENDS OF STEEL REINFORCEMENT IN CONCRETE TO REMAIN TO
PREVENT CORROSION.
21. DISPOSAL:
a, REMOVE SURPLUS 50IL MATERIAL, UNSUITABLE TOPSOIL, OBSTRUCTIONS,
DEMOLISHED MATERIALS, AND WASTE MATERIALS, INCLUDING TRASH AND
DEBRIS, AND LEGALLY DISPOSE OF THEM OFF OWNER'$ PROPERTY.
p. REMOVE AND TRANSPORT DEBRIS AND RUBBISH IN A MANNER THAT WILL
PREVENT SPILLAGE ON STREETS OR ADJACENT AREAS- CLEAN UP SPILLAGE
FROM STREETS AND ADJACENT AREAS.
c. COMPLY WITH FEDERAL, STATE AND LOCAL HAULING AND DISPOSAL
REGULATIONS.
d- SEPARATE RECYCLABLE MATERIALS PRODUCED DURING SITE CLEARING
FROM OTHER NON -RECYCLABLE STORE OR STOCKPILE WITHOUT
INTERMIXING WITH OTHER MATERIALS AND TRANSPORT THEM TO RECYCLING
FACILITIES.
EARTHWORK
1. IN THE EVENT OF ANY UNFORESEEN CONDITIONS THAT ARE ENCOUNTERED AND
NOT COVERED BY THESE NOTES DURING GRADING OPERATIONS, THE ENGINEER
SHALL BE IMMEDIATELY NOTIFIED FOR DIRECTION.
2, IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM ALL NECESSARY
CUTS AND FILLS WITHIN THE LIMITS OF THIS PROJECT AND RELATED OFF -SITE
WORK SO AS TO ESTABLISH THE DESIRED SUBGRADE, FIN15H GRADES AND
SLOPES SPECIFIED WITHIN THE PLANS.
3. ADEQUATE SHORING IS TO BE DESIGNED AND PROVIDED BY THE CONTRACTOR
TO PREVENT UNDERMINING OF ANY ADJACENT FEATURES OR FACILITIES
ANDICR CAVING OF THE EXCAVATION. ALL SHORING AND ASSOCIATED
TEMPORARY STRUCTURES SHALL BE DESIGNED BY A LICENSED PROFESSIONAL
AND INSTALLED PURSUANT TO OSHA REQUIREMENTS.
SOIL MATERIALS:
1. UNSATISFACTORY SOILS CONSIST OF SOIL CLASSIFICATION GROUPS ML, OIL, CH,
MH, OH, AND PT, OR A COMBINATION OF THESE GROUPS. UNSATISFACTORY
SOILS ALSO INCLUDE SATISFACTORY SOILS NOT MAINTAINED WITHIN 3 PERCENT
OF OPTIMUM MOISTURE CONTENT AT TIME OF COMPACTION.
2. SATISFACTORY SOILS: ASTM D 2487 SOIL CLASSIFICATION GROUPS AS
IDENTIFIED ON THE DRAWINGS, OR A COMBINATION OF THESE GROUPS: FREE
OF ROCK OR GRAVEL LARGER THAN 3 INCHES IN ANY DIMENSION, DEBRIS
WASTE, FROZEN MATERIALS, VEGETATION, AND OTHER DELETERIOUS MATERIAL.
SUBGRADE INSPECTION.
1. PROOF -ROLL SUBGRADE BELOW THE BUILDING SLABS AND PAVEMENTS WITH
HEAVY PNEUMATIC -TIRED EQUIPMENT TO IDENTIFY SOFT POCKETS AND AREAS
OF EXCESS YIELDING. DO NOT PROOF -ROLL WET OR SATURATED SUBGRADES.
a, COMPLETELY PROOF -ROLL SUBGRADE IN TWO DIRECTIONS, REPEATING
PROOF ROLLING IN DIRECTION PERPENDICULAR TO FIRST DIRECTION. LIMIT
VEHICLE SPEED TO 3 MPH,
G. PROOF -ROLL WITH A LOADED 10-WHEEL, TAN ❑EM-AXLE ❑UMP TRUCK
WEIGHING NOT LESS THAN 15 TONS,
c. EXCAVATE SOFT SPOTS, UNSATISFACTORY SOILS. AND AREAS OF EXCESSIVE
PUMPING OR RUTTING, AS DETERMINED BY ENGINEER AND REPLACE WITH
COMPACTED BACKFILL OR FILL AS DIRECTED.
2. RECONSTRUCT SUBGRADES DAMAGED BY FREEZING TEMPERATURES, FROST,
RAIN, ACCUMULATED WATER, OR CONSTRUCTION ACTIVITIES AS DIRECTED BY
ENGINEER, WITHOUT ADDITIONAL COMPENSATION.
BACKFILL:
1, THE CONTRACTOR SHALL PLACE AND COMPACT BACKFILL IN EXCAVATIONS
PROMPTLY, BUT NOT BEFORE COMPLETING THE FOLLOWING:
a. CONSTRUCTION BELOW FINISH GRADE INCLUDING, WHERE APPLICABLE,
SUBDRAINAGE, DAMP PROOFING, WATERPROOFING, AND PERIMETER
INSULATION.
b. SURVEYING LOCATIONS OF UNDERGROUND UTILITIES FOR RECORD
DRAWINGS.
c, TESTING AND INSPECTING UNDERGROUND UTILITIES.
d. REMOVING CONCRETE FORMWORK,
e. REMOVING TRASH AND DEBRIS.
f, REMOVING TEMPORARY SHORING AND BRACING, AND SHEETING.
g. INSTALLING PERMANENT OR TEMPORARY HORIZONTAL BRACING ON
HORIZONTALLY SUPPORTED WALLS.
COMPACTION OF SOIL BACKFILLS AND FILLS:
1. CONTRACTOR SHALL PLACE BACKFILL AND FILL MATERIALS IN LAYERS NOT
MORE THAN 8-INCHES IN LOOSE DEPTH FOR MATERIAL COMPACTED BY HEAVY
COMPACTION EQUIPMENT, AND NOT MORE THAN 4-INCHES IN LOOSE DEPTH FOR
MATERIAL COMPACTED BY HAND -OPERATED TAMPERS-
2. PLACE BACKFILL AND FILL SOIL MATERIALS EVENLY ON ALL SIDES OF
STRUCTURES TO REQUIRED ELEVATIONS, AND UNIFORMLY ALONG THE FULL
LENGTH OF EACH STRUCTURE.
3. COMPACT SOIL MATERIALS TO NOT LESS THAN THE PLAN SPECIFIED
PERCENTAGES OF MAXIMUM DRY UNIT WEIGHT ACCORDING TO ASTM D e98 OR
ASTM D 1557. (SEE CIVIL DETAILS FOR SUMMARY OF TRENCH BACKFILL AND
BEDDING MATERIALS AND PLACEMENT SPECIFICATIONS),
GRADING:
1, GENERAL: UNIFORMLY GRADE AREAS TO A SMOOTH SURFACE. FREE OF
IRREGULAR SURFACE CHANGES. COMPLY WITH COMPACTION REQUIREMENTS
AND GRADE TO DETAILEDIINDICATED CROSS -SECTIONS. LINES, AND ELEVATIONS
INDICATED IN PLANS. PROVIDE A SMOOTH TRANSITION BETWEEN ADJACENT
EXISTING GRADES AND NEW GRADES- CUT OUT SOFT SPOTS, FILL LOW SPOTS,
AND TRIM HIGH SPOTS TO COMPLY WITH REQUIRED SURFACE TOLERANCES.
2. SITE GRADING; SLOPE GRADES TO DIRECT WATER AWAY FROM BUILDINGS AND
TO PREVENT PONDING, FINISH SUBGRADES TO REQUIRED ELEVATIONS WITHIN
THE FOLLOWING TOLERANCES:
a. LAWN OR UNPAVED AREAS: PLUS OR MINUS ONE (1) INCH,
b, WALKS: PLUS OR MINUS ONE (1) INCH,
C. PAVEMENTS: PLUS OR MINUS ONE-HALF (112) INCH.
d. GRADING IN$I❑E BUILDING LINES: FINISH $UBGRA❑E TO A TOLERANCE OF
ONE-HALF (I12) INCH WHEN TESTED WITH A 10-FOOT STRAIGHTEDGE.
3. SUBBASE AND BASE COURSES:
a. PLACE SUBBASE AND BASE COURSE ON SUBGRADES FREE OF MUD, FROST,
SNOW, OR ICE.
b. PLACE SUBBASE AND BASE COURSE 6 INCHES OR LESS IN COMPACTED
THICKNESS IN A SINGLE LAYER.
c. PLACE SUBBASE AND BASE COURSE EXCEEDING 6 INCHES IN COMPACTED
THICKNESS IN LAYERS OF EQUAL THICKNESS, WITH NO COMPACTED LAYER
MORE THAN 6 INCHES THICK OR LESS THAN 3 INCHES.
4. COMPACT SUBBASE AND BASE COURSE AT OPTIMUM MOISTURE CONTENT TO
REQUIRED GRADES, LINES. CROSS SECTIONS, AND THICKNESS ACCORDING TO
ASTM D 698 OR ASTM D 1557, AS INDICATED ON THE DRAWING DETAILS.
FIELD QUALITY CONTROL:
1, THE TESTING AGENCY WILL INSPECT AND TEST SUBGRADES AND EACH FILL OR
BACKFILL LAYER- CONTRACTOR SHALL PROCEED WITH SUBSEQUENT
EARTHWORK ONLY AFTER TEST RESULTS FOR PREVIOUSLY COMPLETED WORK
COMPLY WITH REQUIREMENTS,
2. FOOTING SUBGRADE: AT FOOTING SUBGRADES, AT LEAST ONE TEST OF EACH
SOIL STRATUM WILL BE PERFORMED TO VERIFY DESIGN BEARING CAPACITIES,
SUBSEQUENT VERIFICATION AND APPROVAL OF OTHER FOOTING SUBGRADES
MAY BE BASED ON A VISUAL COMPARISON OF SUBGRADE WITH TESTED
SUBGRADE WHEN APPROVED BY ENGINEER.
3. THE TESTING AGENCY WILL TEST COMPACTION OF SOILS IN PLACE ACCORDING
TO ASTM D 1556, ASTM ❑ 2167, ASTM D 2922, AND ASTM D 2937, A$ APPLICABLE -
TESTS WILL BE PERFORMED AT THE FOLLOWING LOCATIONS AND FREQUENCIES:
a. PAVED AND BUILDING SLAB AREAS: AT SUBGRADE AT EACH COMPACTED FILL
AND BACKFILL LAYER, AT LEAST 1 TEST FOR EVERY 10,000 SQ. FT. OR LESS OF
PAVED AREA OR BUILDING SLAB, BUT IN NO CASE FEWER THAN 3 TESTS-
b. FOUNDATION WALL BACKFILL: AT EACH COMPACTED BACKFILL LAYER, AT
LEAST 1 TEST FOR EACH 100 FEET OR LESS OF WALL LENGTH, BUT NO FEWER
THAN 2 TESTS.
c- TRENCH BACKFILL: AT EACH COMPACTED INITIAL AND FINAL BACKFILL LAYER,
AT LEAST 1 TEST FOR EACH 150 FEET OR LESS OF TRENCH LENGTH, BUT NO
FEWER THAN 2 TESTS-
5. IF THE TESTING AGENCY REPORTS THAT SUBGRADES, FILLS, OR BACKFILLS
HAVE NOT ACHIEVED DEGREE OF COMPACTION SPECIFIED, SCARIFY AND
MOISTEN OR AERATE, OR REMOVE AND REPLACE SOIL TO DEPTH REQUIRED;
RECOMPACT AND RETEST UNTIL SPECIFIED COMPACTION IS OBTAINED,
6. ALL FIELD QUALITY CONTROL TESTS THAT FAIL TO MEET THE SPECIFIED
COMPACTION DENSITY SHALL BE REPORTED TO THE ENGINEER.
GENERAL UTILITY NOTES
1. PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL CONTACT ALL
UTILITY COMPANIES FOR VERIFICATION OF UTILITIES WITHIN THE LIMITS OF
CONSTRUCTION. CALL THE AREA ONE CALL SYSTEM 48 HOURS PRIOR TO ANY
EXCAVATION-
2. THE CONTRACTOR IS TO VERIFY ALL DIMENSIONS PRIOR TO THE START OF
CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER.
3. THE CONTRACTOR SHALL COORDINATE WORK EFFORTS WITH THE OWNER TO
MINIMIZE TRAFFIC INTERFERENCE AND OPERATIONS OF THE FACILITIES.
4. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PROTECT
EXISTING PERMANENT SURVEYING MONUMENTS AND BENCHMARKS FROM
DISTURBANCE. SURVEY MONUMENTS DISTURBED BY CONSTRUCTION ARE TO BE
REPLACED AND ADJUSTED VIA A LAND SURVEYOR REGISTERED IN THE STATE
FOR WHICH THE PROJECT 15 LOCATED.
5. EXISTING UTILITIES SHOWN HEREIN ARE BASED ON AVAILABLE RECORDS AND
FIELD INVESTIGATIONS. THE CONTRACTOR SHALL VERIFY HORIZONTAL AND
VERTICAL LOCATIONS OF UTILITIES PRIOR TO EXCAVATION WITHIN WORK
AREAS- THE ENGINEER SHALL BE NOTIFIED UPON DISCOVERY OF ANY
DISCREPANCIES THAT WILL AFFECT INSTALLATION OF WORK OR DISCOVERY OF
UNCHARTED UTILITIES WHICH MAY REQUIRE RELOCATION. NOTIFICATION SHALL
BE DONE IN A TIMELY MANNER.
6. WHERE APPLICABLE, THE CONTRACTOR SHALL MAINTAIN ALL FENCING, SIGNS,
DETOURS, FLAGMEN, SIGNALS, ETC., FOR ANY OPEN TRENCHES, HOLES OR PITS.
ALL TRENCHES, HOLES OR PITS SHALL BE CLOSED OR PROTECTED BY
BARRICADES AT THE END OF THE DAY.
7. PERMITS MAY BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT-OF-WAY. THE
CONTRACTOR IS TO ACKNOWLEDGE AND SECURE ALL PERMITS AND
INSPECTIONS REQUIRED FOR WORK WITHIN PUBLIC RIGHT-OF-WAY.
8. THE CONTRACTOR SHALL MAINTAIN RECORD DRAWINGS DURING
CONSTRUCTION WHICH SHOW THE CONSTRUCTED CONDITIONS OF ALL WORK
INSTALLED. SEE 'AS -BUILT" REQUIREMENTS FOR ADDITIONAL INFORMATION.
9. ALL VALVE BOXES, METER BOXES, VAULTS, CLEA.NOUTS, HOLE COVERS, FIRE
HYDRANTS AND OTHER APPURTENANCES THAT ARE TO REMAIN IN SERVICE
WITHIN THE PROJECT AREA SHALL BE ADJUSTED TO CONFORM TO FINISHED
GRADE.
10. ALL UNDERGROUND UTILITIES MUST BE IN PLACE, TESTED AND INSPECTED AS
REQUIRED PRIOR TO BASE AND SURFACE CONSTRUCTION.
11. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES
TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR
DEMOLISHING ANY EXISTING STRUCTURES FROM THE SITE.
ALL UTILITIES INCLUDING, BUT NOT NECESSARILY LIMITED TO. THE FOLLOWING
SHOULD BE CONTACTED BY THE CONTRACTOR:
1. GAS
2. TELEPHONE
3. CABLE
4. POWER
5. CITYfCOUNTY WATER AND SEWER
6. CITYICOUNTY/STATE TRAFFIC SIGNAL UTILITY (FIBER, HARDWIRE TRAFFIC
SIGNAL INTERCONNECT)
13. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN
DETERMINED THE ENGINEER ASSUMES NO RESPONSIBILITY FOR FROM THE
BEST INFORMATION AVAILABLE. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY THE VARIOUS ACCURACY- UTILITIES AND TO MAKE
THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS UTILITIES WITH THE
OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE OF THESE CAUTION
WHEN CROSSING ANY UNDERGROUND UTILITY, WHETHER SHOWN ON THE
PLANS OR LOCATED BY THE UTILITY COMPANY- ALL UTILITIES WHICH INTERFACE
WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE
RESPECTIVE UTILITY COMPANIES AND THE CONTRACTOR SHALL COOPERATE
WITH THE UTILITY COMPANIES DURING RELOCATION OPERATIONS. ANY DELAY
OR INCONVENIENCE CAUSED TO THE CONTRACTOR BY THE VARIOUS UTILITIES
SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL
BE ALLOWED.
14. COLOR CODE FOR MARKING UNDERGROUND UTILITY LINES
WHITE - PROPOSED EXCAVACTION. PINK - TEMPORARY SURVEY MARKINGS.
RED - ELECTRIC POWER LINES, CABLES, CONDUIT AND LIGHTING CABLES -
YELLOW - GAS, OIL, STEAM, PETROLEUM, OR GASEOUS MATERIALS.
ORANGE - COMMUNICATION, ALARM OR SIGNAL LINE$, CABLE$ OR CONDUIT
BLUE - POTABLE WATER. PURPLE - RECLAIMED WATER, IRRIGATION AND
SLURRY LINES -
GREEN - SEWERS AND DRAIN LINES.
WATER SYSTEM NOTES
1. CONTRACTOR TO INSTALL TEMPORARY BLOW -OFFS AT THE END OF WATER
SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION.
2. THRUST BLOCKING ANDlOR RESTRAINED JOINTS SHALL BE PROVIDED AT ALL
FITTINGS AND HYDRANTS IN ACCORDANCE WITH AWWA STANDARDS.
3. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM
SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES,
PLANS, AND SPECIFICATIONS FOR CONSTRUCTION, LATEST REVISION THEREOF
AND SUPPLEMENTAL SPECIFICATIONS THERETO. APPROVAL AND CONSTRUCTION
OF ALL POTABLE WATER SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE
COORDINATED THROUGH THE LOCAL REGULATORY AGENCY DEPARTMENT OF
PUBLIC UTILITIES.
4. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS,
CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY
PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE
TESTS TO BE IN ACCORDANCE WITH WATER DEPARTMENT AND AWVVA
SPECIFICATIONS. CONTRACTOR TO NOTIFY OWNER'S ENGINEER AND WATER
DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS,
5, CONTRACTOR TO PERFORM CHLORINATION AND BACTERIOLOGICAL SAMPLING
REQUIRED TO OBTAIN CLEARANCE OF DOMESTIC WATER SYSTEM THROUGH
LOCAL REGULATORY AGENCIES. COPIES OF ALL BACTERIOLOGICAL TESTS TO BE
SUBMITTED TO OWNER'S ENGINEER.
ASPHALT PAVING
1. THE CONTRACTOR IS TO PROVIDE BARRICADES, SIGNS, FLASHERS, AND FLAG
PERSONNEL AS NECESSARY TO INSURE THE SAFETY OF WORKERS AND
VISITORS. ALL CONSTRUCTION SIGNING, BARRICADING, AND TRAFFIC
DELINEATION IS TO CONFORM TO THE "MANUAL OF UNIFORM TRAFFIC CONTROL
DEVICES". LATEST EDITION.
2. ALL ASPHALT PAVING MATERIALS, WORKMANSHIP, AND INSTALLATION
REQUIREMENTS SHALL COMPLY WITH THE STANDARD $PERIFICATION$ OF THE
STATE DEPARTMENT OF TRANSPORTATION (D.O.T.) FOR THE STATE IN WHICH
THE WORK OCCUR$ WITH $OME EXCLUSIONS- THE DOT PAYMENT PROCEDURES
AND SAFETY REQUIREMENTS SHALL GENERALLY NOT APPLY.
a- COARSE AGGREGATE- FINE AGGREGATE AND MINERAL FILLERS: IN
ACCORDANCE WITH D.O.T. MATERIAL STANDARDS AND ASSOCIATED
CONSTRUCTION SPECIFICATIONS-
b. ASPHALT BINDER, ASPHALT CEMENT, PRIME COAT, AND TACK COAT: IN
ACCORDANCE WITH D-O-T- MATERIAL STANDARDS AND ASSOCIATED
CONSTRUCTION SPECIFICATIONS.
c- JOINT SEALANT: ASTM 0 6690 OR AASHTO M 324. TYPE 11 OR III, HOT APPLIED,
SINGLE COMPONENT, POLYMER -MODIFIED BITUMINOUS SEALANT.
d- PAVEMENT -MARKING PAINT: IN ACCORDANCE WITH D.O.T, MATERIAL
STANDARDS AND ASSOCIATED CONSTRUCTION SPECIFICATIONS. COLORS AS
INDICATED-
3. DO NOT APPLY ASPHALT MATERIALS IF SUBGRADE IS FROZEN, WET, OR
EXCESSIVELY DAMP; OR IF RAIN IS IMMINENT OR EXPECTED BEFORE TIME
REQUIRED FOR ADEQUATE CURE. APPLY ONLY AT D.O.T. RECOMMENDED
SURFACE TEMPERATURE.
4. INSTALLATION TOLERANCES'
a. PAVEMENT THICKNESS: THE AVERAGE OF THE MEASURED TH ICKNESS OF THE
PAVEMENT LAYERS SHALL MEET OR EXCEED THE REQU I R E D THICKNESS FOR
THOSE LAYERS, AND THE MINIMUM THICKNESS IN ANY ONE AREA SHALL NOT
BE LESS THAN 0.25 INCHES BELOW THE REQUIRED THICKNESS-
b. PAVEMENT SURFACE SMOOTHNESS: COMPACT EACH COURSE TO PRODUCE A
SURFACE SMOOTHNESS WITHIN THE FOLLOWING TOLERANCES AS
DETERMINED BY USING A 10-FOOT STRAIGHTEDGE APPLIED TRANSVERSELY
OR LONGITUDINALLY TO PAVED AREAS:
• BASE COURSE: 114 -INCH
• SURFACE COURSE: 114 -INCH
c. CROWNED SURFACES: TEST WITH CROWNED TEMPLATE CENTERED AND AT
RIGHT ANGLE TO CROWN. MAXIMUM ALLOWABLE VARIANCE FROM TEMPLATE
IS 114 -INCH.
5. PAVEMENT MARKINGS SHALL BE MADE WITH NON -THERMOPLASTIC ACRYLIC
MARKING PAINT MEETING THE DOT MATERIAL REQUIREMENTS. ALLOW PAVING
TO AGE FOR 30 DAYS BEFORE STARTING PAVEMENT MARKING. PROCEED WITH
PAVEMENT MARKING ONLY ON CLEAN, DRY SURFACES. SWEEP AND CLEAN
SURFACE TO ELIMINATE LOOSE MATERIAL AND DUST. APPLY PAINT WITH
MECHANICAL EQUIPMENT TO PRODUCE PAVEMENT MARKINGS, OF DIMENSIONS
AND COLORS INDICATED, WITH UNIFORM, STRAIGHT EDGES. APPLY AT
MANUFACTURER'S RECOMMENDED RATES TO PROVIDE A MINIMUM WET FILM
THICKNESS OF 15 MILS AND ONLY AT MANUFACTURER'S RECOMMENDED
AMBIENT AND SURFACE TEMPERATURES.
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WA REG. NO. 50841
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LEGAL DESCRIPTION
PARCEL A:
LOT B, CITY OF TUKWILA SHORT PLAT NO. 88-3-SS AS RECORDED NOVEMBER
18, 1988 UNDER RECORDING NO. 8811 180199, RECORDS OF KING COUNTY,
STATE OF WASHINGTON.
PARCEL B :
AN EASEMENT FOR INGRESS AND EGRESS AS DELINEATED ACROSS PARCEL A,
CITY OF TUKWILA SHORT PLAT NO. 88-3-SS AS RECORDED NOVEMBER 18, 1988
UNDER RECORDING NO. 8811 180199, RECORDS OF KING COUNTY, STATE OF
WASHINGTON.
LEGAL DESCRIPTION AS SURVEYED
THE FOLLOWING IS A METES AND BOUNDS LEGAL DESCRIPTION OF THE
SUBJECT PARCEL BOUNDARY LINES, AS SURVEYED. THIS LEGAL
DESCRIPTION DOES NOT PURPORT TO SUPERCEDE THE LEGAL DESCRIPTION
AS CURRENTLY FOUND IN TITLE.
THAT PORTION OF THE NORTHWEST QUARTER OF SECTION 36, TOWNSHIP 23
NORTH, RANGE. 4 EAST, W.M SITUATE IN THE. CITY OF TUKWILA, KING
COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
COMMENCING AT THE INTERSECTION OF THE EAST RIGHT-OF-WAY LINE OF
THE WEST VALLEY HIGHWAY (SR 131j AND THE NORTH LINE OF THE SOUTH
480,00 FEET OF THE NORTH HALF OF SAID NORTHWEST QUARTER OF
SECTION 36;
THENCE SOUTH 88°2Z12" EAST, ALONG SAID NORTH LINE, 533.49 FEET, TO
THE POINT OF BEGINNING;
THENCE SOUTH 88°22'12" EAST, CONTINUING ALONG SAID NORTH LINE
378.62 FEET, TO THE WEST RIGHT-OF-WAY LINE OF THE PUGET SOUND
ELECTRIC RAILWAY;
THENCE NORTH 01°27'12" WEST, ALONG SAID WEST RIGHT-OF-WAY LINE OF
THE PUGET SOUND ELECTRIC RAILWAY, 306-44 FEET, TO THE NORTH LINE
OF THE SOUTH 786.00 FEET OF SAID NORTH HALF;
THENCE NORTH 88°22'12" WEST, ALONG SAID NORTH LINE OF THE SOUTH
786.00 FEET, 362.14 FEET, TO A POINT WHICH BEARS NORTH 01-37'48" EAST
FROM THE POINT OF BEGINNING;
THENCE SOUTH 01°3T48" WEST 3 06. 00 FEET, TO THE POINT OF BEGINNING.
MATTERS OF TITLE
3. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:
RECORDING DATE: OCTOBER 5, 1971
RECORDING INFORMATION: 7110050390
IN FAVOR OF: CITY OF RENTON
FOR: PUBLIC UTILITIES
AFFECTS; AS DESCRIBED THEREIN.
(SHOWN HEREON)
4. COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS:
RECORDED: APRIL 2, 1979
RECORDING NO.: 7904020670
(NOT PLOTTABLE)
5. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED
"AGREEMENT" RECORDED OCTOBER 31, 1979 AS RECORDING NO.
7910310648 OF OFFICIAL RECORDS.
(NOT PLOTTABLE)
6. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:
RECORDING DATE: OCTOBER 31, 1979
RECORDING INFORMATION: 7910310780
IN FAVOR OF: PUGET SOUND POWER AND LIGHT COMPANY, A WASHINGTON
CORPORATION
FOR: THE RIGHT TO CONSTRUCT, OPERATE, MAINTAIN, REPAIR REPLACE AND
ENLARGE AND UNDERGROUND ELECTRIC TRANSMISSION AND/OR
DISTRIBUTION SYSTEM
AFFECTS: AS DESCRIBED THEREIN.
(10' WIDE CENTERED ON EXISTING FACILITIES - NOT PLOTTED)
7. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:
RECORDING DATE: APRIL 28, 1980
RECORDING INFORMATION: 8004280537
IN FAVOR OR CITY OF RENTON
FOR: PUBLIC UTILITIES {INCLUDING WATER AND SEWER)
AFFECTS: AS DESCRIBED THEREIN
(SHOWN HEREON)
8. RESTRICTIONS, CONDITIONS, DEDICATIONS, NOTES, EASEMENTS AND
PROVISIONS, IF ANY, AS CONTAINED ANDJOR DELINEATED ON THE FACE OF
THE TUKWILA SHORT PLAT NO. 88-3-SS RECORDED NOVEMBER 18, 1988 AS
RECORDING NO. 8811130199, IN KING COUNTY, WASHINGTON.
(SHOWN HEREON)
9. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:
RECORDING DATE: JANUARY 10, 1939
RECORDING INFORMATION: 3901 101394
IN FAVOR OF: NICK SCIOLA, JR. AND PATRICIA ANN SCIOLA, HUSBAND AND
WIFE
FOR: SEWER PURPOSES
AFFECTS: AS DESCRIBED THEREIN.
(SHOWN HEREON)
10. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:
RECORDING DATE: JANUARY 10, 1939
RECORDING INFORMATION: 3901 101395
IN FAVOR OR NICK SCIOLA, JR. AND PATRICIA ANN SCIOLA, HUSBAND AND
WIFE
FOR: STORM DRAINAGE PURPOSES
AFFECTS: AS DESCRIBED THEREIN
(SHOWN HEREON)
11. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:
RECORDING DATE: JANUARY 10, 1939
RECORDING INFORMATION: 8901 101395
IN FAVOR OR NICK SCIOLA, JR. AND PATRICIA ANN SCIOLA, HUSBAND AND
WIFE
FOR: ACCESS AND UTILITY PURPOSES
AFFECTS: AS DESCRIBED THEREIN.
(NOT PLOTTED - "AREA IMMEDIATELY ADJACENT TO" STORM DRAINAGE
EASEMENT FOR CONSTRUCTION AND MAINTENANCE)
12. THE TERMS, PROVISIONS AND EASEMENTS) CONTAINED IN THE DOCUMENT
ENTITLED "AGREEMENT FOR ACCESS AND UTILITY EASEMENT' RECORDED
JANUARY 10, 1989 AS RECORDING NO. 8901101396 OF OFFICIAL RECORDS"
)SHOWN HEREON)
13. THE TERMS, PROVISIONS AND EASEMENTS) CONTAINED IN THE DOCUMENT
ENTITLED "AGREEMENT FOR RECIPROCAL PARKING AND ACCESS
EASEMENT" RECORDED JANUARY 10, 1989 AS RECORDING NO. 8901101397
OF OFFICIAL RECORDS.
(SHOWN HEREON)
14. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:
RECORDING DATE: JULY 03, 1990
RECORDING INFORMATION: 9007031 149
IN FAVOR OF: NICK SCIOLA AND PATRICIA ANN SCIOLA, HUSBAND AND WIFE
FOR: DRAINAGE
AFFECTS: AS DESCRIBED THEREIN.
(SHOWN HEREON]
15. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:
RECORDING DATE: FEBRUARY 21, 1991
RECORDING INFORMATION: 9102211 113
IN FAVOR OR CITY OF RENTON, A MUNICIPAL CORPORATION
FOR: PUBLIC UTILITIES (INCLUDING WATER AND SEWER) WITH NECESSARY
APPURTENANCES
AFFECTS: AS DESCRIBED THEREIN"
(SHOWN HEREON)
16. SIDE SEWER EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED
THEREIN:
LOCATION: ALONG THE LINE AS CONSTRUCTED
WIDTH: 10 FEET
RECORDING NO.: 9106191617, RECORDED JUNE 19, 1991
(SHOWN HEREON)
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WASHINGTON COORDINATE SYSTEM NAD83 201 1 NORTH ZONE
DERIVED FROM WRSN REFERENCE NETWORK - ACCEPTED THE CALCULATED
BEARING OF N 88°36'34" W, BETWEEN POINTS ALONG THE CENTERLINE OF
SW 43RD ST, EASED ON FOUND MONUMENTS IN CASE.
0 VERTICAL DATUM
NAVD88 - ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVED FROM
INFORMATION PROVIDED BY CITY OF KIRKLAND SURVEY CONTROL
DATABASE.
POINT ID NO. 3537 - 3" BRASS DISK, SET FLUSH WITH CONCRETE
SIDEWALKSTAMPED WITH THE AGENCY. FROM THE INTERSECTION OF WEST
VALLEY HIGHWAY AND S 180TH ST, GO WEST TO THE INTERSECTION WITH S
180TH ST AND SPERRY DRIVE. THE MONUMENT IS LOCATED AT THE
NORTHWEST CORNER OF THE INTERSECTION AND SET IN THE CONCRETE
SIDEWALK.
ELEVATION: 29.52 FEET
REFERENCES
1. LOT LINE ADJUSTMENT, CITY OF RENTON FILE NO. LUA-06-09 5 -LLA, VOL. 210,
PGS. 192-210, RECORDS OF KING COUNTY, WA.
2. 181 SO. CORP. LIMITS OF TUKWILA TO FOSTER INTERCHANGE, APPROVED
0 5 / 16/68, RECORDS OF WSDOT
3. RECORD OF SURVEY, VOL. 9, PG. 192, RECORDS OF KING COUNTY, WA.
4. RECORD OF SURVEY, VOL. 12, PG. 168, RECORDS OF KING COUNTY, WA.
S. CITY OF RENTON SHORT PLAT NO. 346-79, VOL. 19, PG. 81, RECORDS OF KING
COUNTY, WA.
6. RECORD OF SURVEY, VOL. 268, PG. 11, RECORDS OF KING COUNTY, WA.
916.51 ' CALC PER R2
W43RD ST
SURVEYOR'S NOTES
1. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A
SURVEY MADE IN JULY 2019 AND CAN ONLY BE CONSIDERED AS
INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.
2. INSTRUMENTATION FOR THIS SURVEY WAS A 3-SECOND LEICA T'S16
ROBOTIC TOTAL STATION AND }OR LEICA GS16 GPS RECEIVER.
PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET
BY WAC. 332-130-090.
3. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND
OBSERVATIONS AND AS -BUILT PLANS WHERE AVAILABLE. ACTUAL
LOCATIONS OF UNDERGROUND UTILITIES MAY VARY AND UTILITIES NOT
SHOWN ON THIS SURVEY MAY EXIST ON THIS SITE.
4. SUBJECT PROPERTY TAX PARCEL NO. 3623049062.
5. APPROXIMATE SUBJECT PROPERTY AREA IS;
113,336t S.F. (2.6018t ACRES)
6. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED
FROM FIRST AMERICAN TITLE INSURANCE COMPANY'S "SUBDIVISION
GUARANTEE", ORDER NO. NCS-957049-MIA, DATED JUNE 20, 2019. IN
PREPARING THIS MAP, BBA LAND SURVEYING HAS CONDUCTED NO
INDEPENDENT TITLE SEARCH NOR IS BBA LAND SURVEYING AWARE OF
ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN
THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED
ALTA COMMITMENT FOR TITLE INSURANCE. BBA LAND SURVEYING HAS
RELIED WHOLLY ON FIRST AMERICAN TITLE INSURANCE COMPANY'S
REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS
SURVEY AND BBA LAND SURVEYING QUALIFIES THE MAPS ACCURACY
AND COMPLETENESS TO THAT EXTENT.
7. THE PROPERTY IS LOCATED WITHIN AN AREA HAVING ZONE
DESIGNATION "X", PER THE FEDERAL EMERGENCY MANAGEMENT
AGENCY (FEMA), ON FLOOD INSURANCE RATE MAP NO. 53033CO978 F,
WTI'H AN EFFECTIVE DATE OF MAY 16, 1995 FOR COMMUNITY NO.
530091, IN KING COUNTY, STATE OF WASHINGTON, WHICH IS THE
CURRENT FLOOD INSURANCE RATE MAP FOR THE COMMUNITY IN WHICH
THE PROPERTY I5 SITUATED.
8. SUBJECT PROPERTY IS ZONED "C/LI", PRESENT USE IS SERVICE BUILDING.
SETBACK REQUIREMENTS:
FRONT = 25', SFCONO FRONT 12.5% SIDE - 5', REAR - S'
MAXIMUM BUILDING HEIGHT, 4 STORIES DR 45'
PARKING REQUIREMENT: SEE TMC CHAPTER 18.30
THE ABOVE ZONING INFORMATION IS PER CITY OF TUKWILA ZONING CODE,
SECTION 18.30.080 BASIC DEVELOPMENT STANDARDS. IT WAS NOT PROVIDED
BY THE INSURER AS IS REQUIRED BY THE 2016 ALTAI NSPS STANDARDS FOR
LAND TITLE SURVEYS.
9. THE TOTAL NUMBER OF DESIGNATED PARKING SPACES ON THE
PROPERTY IS 72, INCLUDING 21 STANDARD, 1 HANDICAP, 32 TRUCK
PARKING AND 18 MULTI -TRUCK STACK PARKING.
10, THERE IS NO OBSERVED EVIDENCE OF CURRENT EARTH MOVING WORK,
BUILDING CONSTRUCTION OR BUILDING ADDITIONS AT THE. PROPERTY,
11- THERE ARE NO KNOWN PROPOSED CHANGES IN RIGHT OF WAY LINES BY
THE CONTROLLING JURISDICTION NOR EVIDENCE OF RECENT STREET
OR SIDEWALK CONSTRUCTION REPAIRS AT THE PROPERTY.
12. THERE IS NO OBSERVED EVIDENCE OF USE OF THE PROPERTY AS A
SOLID WASTE DUMP. SUMP OR SANITARY LANDFILL.
TO: RYDER TRUCK RENTAL, INC., A FLORIDA CORPORATION; AND FIRST
AMERICAN TITLE INSURANCE COMPANY;
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON
WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016
MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTAINSPS LAND
TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND
NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 7(A1,C), 8, 9, 11, 13, 16, 18, 19 &
20, OF TABLE A, THEREOF. THE FIELD WORK WAS COMPLETED ON JULY
5, 2019.
MARK A. BORYS FLS# 46876
SIGN
SET/FOUND NAIL
MANHOLE
CLEANOUT
FIRE HYDRANT
WATER METER
STREET LIGHT
LUMINAIRE
COMM. MANHOLE
SANITARY SEWER LINE
STORM DRAINAGE LINE
WATER LINE
GAS LINE
POWER LINE (UNDERGROUND)
TELEPHONE LINE (UNDERGROUND)
OVERHEAD POWER
CHAIN LINK FENCE
BUILDING LINE
7 k-wi
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Tukwila Family
Fun Center $
SITE
17850 West
Valley Highway
Crillla
VICINITY MAP
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1208 East Kcnncdy Butilcr-ard
Suitc 230
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[p 1: 813.131.4770
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Cert. of Auth. No. 603-536-314
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RICHARD HERNANDEZ, P.E.
WA REG. NO. 50841
Dig itallysignedby 'chard
Hernandez
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serialNumber=AAT 02404
r 10344595, rn=Rich d
Hernandez,
email=richard@ieg up.net
5Q841 g°r Date- 2025-12.11 0 237
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DEF DIESEL EXHAUST FLUID
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VIF VERIFY IN FIELD
NOTE
CONTRACTOR TO FIELD VERIFY DEMO AREA AND BID ACCORDINGLY
DEMOLITION NOTES.
1- THE CONTRACTOR SHALL COORDINATE THE REMOVAL OF EXISTING UTILITIES WITH THE
OWNER OF SAID UTILITY- THIS SHALL INCLUDE BUT NOT BE LIMITED TO WATER, SEWER,
GAS, CABLE TV, POWER AND TELEPHONE-
2, THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES PRIOR TO DEMOLITION AND
WILL BE RESPONSIBLE FOR THE DAMAGE OF ANY ON -SITE OR OFF -SITE UTILITIES THAT
ARE NOT A PART OF THIS PROJECT OR ARE NOT IDENTIFIED TO BE REMOVED.
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= WITHIN THE LIMITS OF CONSTRUCTION AND ADVISE THE ENGINEER OF RECORD OF ANY
`' + - CONFLICT POINT W11" POWER 90 DEGREE BEND (MJ) W
CONFLICTS IMMEDIATELY.
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STA: 00+52 {PER COR STD 30fl,4) BELOW GRADE (TYP) d .. �' Lq � � ��°= L°5, �°�
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ABANDONED IN PLACE
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INSTALL 12" CAP (MJ) ON END OF RELOCATED 15'-0" UTILITY EASEMENT 5CONTRACTOR TO INSTALL PVC CONDUIT FOR TELEPHONE SERVICE (TO PROPERTY LINE)
WATEf MAIN TO BE ABANDONED 4� Re+ - AND COORUINATE INSTALLATION OF SERVICE WITH TELEPHONE OPERATIONS.
p CONFLICT POINT W/ EXISTING �° B. SEE SURVEY FOR LOCATION OF OTHER EXISTING UTILITIES.
8" SANITARY LINE �
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IE = 25.50 STA: 01+70 AND PROPOSED INTRINSICALLY SAFE 10. TREES SHALL NOT BE PLANTED WITHIN 10 FEET FROM THE WATER MAIN -
AND COMMUNICATION COUNDUITS IE = 24.50 STA: 01+70. —
PROVIDE 12" SEPARATION 11. ALL CLEANOUT TOP ELEVATION SHALL MATCH FINISH GRADE ELEVATIONS.
O ` ± 64 LF NEW 12" D.I. WATER MAIN - a 12. ALL MECHANICAL JOINT (MJ) FITTINGS SHALL HAVE MEGALUG RESTRAIN WEDGES AND
a v If. CONCRETE BLOCKS
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PROPERTY LINE
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r
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ml-
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ABBREVIATIONS:
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DEF DIESEL EYHAUST FLUID
❑W DOUBLE WALL
FE FIRE EXTINGUISHER N
MAX MAXIMUM
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TYP TYPICAL
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VIP VERIFY IN FIELD
UTILITY NOTES:
1. CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES
WITHIN THE LIMITS OF CONSTRUCTION AND ADVISE THE ENGINEER OF RECORD OF ANY
CONFLICTS IMMEDIATELY.
2. CONTRACTOR SHALL NOTIFY AND COORDINATE WATER SERVICE WITH LOCAL
MUNICIPALITIES UTILITIES DEPARTMENT.
3. CONTRACTOR SHALL NOTIFY AND COORDINATE SEWER SERVICE WITH LOCAL
MUNICIPALITIES UTILITIES DEPARTMENT-
4. CONTRACTOR TO COORDINATE INSTALLATION OF ELECTRICAL POWER SERVICE WITH
LOCAL ELECTRIC COMPANY.
5- CONTRACTOR TO INSTALL PVC CONDUIT FOR TELEPHONE $ERVICE (TO PROPERTY LINE)
AND GOORUINATE INSTALLATION OF SERVICE WITH TELEPHONE OPERATIONS.
B. SEE SURVEY FOR LOCATION OF OTHER EXISTING UTILITIES.
7. SEE CIVIL SPECIFICATIONS AND REFERENCE DRAWING SHEETS FOR ADDITIONAL UTILITY
NOTES.
8. ALL CROSSINGS OF WATER AND SEWER LINES MUST MAINTAIN PROPER CLEARANCE (SEE
CIVIL SPECIFICATIONS AND REFERENCE DRAWING SHEETS).
9. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE
CITYJTOWNS STANDARD CONSTRUCTION AND UTILITY REQUIREMENTS,
10. TREES SHALL NOT BE PLANTED WITHIN 10 FEET FROM THE WATER MAIN-
11. ALL CLEANOUT TOP ELEVATION SHALL MATCH FINISH GRADE ELEVATIONS.
12. ALL MECHANICAL JOINT (MJ) FITTINGS SHALL HAVE MEGALUG RANWGAD
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Digitally si g n e d by
Richard Hernande
IUEJ?A, DN: c=US,
o Wh$y��ip serialNumber-AA 20
h �a 240410344595,
cr1=Richard Herna et
ernail=richard@ieg up
50941 ¢ .net
Date: 2025.12.11
StQNhL 09:13:46-06'00'
Adobe Acrobatver on:
DiMe17.012.30262
RESERVED RESERVED RESERVED RESERVED
SCALE: 112" = 1'-0" CS-1 SCALE: 112" = 1'-0" CS-1 SCALE: 112" = 1'-01, CS-1 SCALE: 112" = 1'-0" CS-1 c S - 1
411
M
i
WATER PLAN GIENERAL NOTES _ 5t011dwd Plan 11ift 300
1. ALL WORK AND MATERIALS S1HAU BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF fttWON PUBLIC WORKS
STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSOOT f APWA STANDARD SPECIfIC4TION5, LATEST EDITION AS
AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION
IS IN PROGRESS. A PRE-COMSTRUCT10N CONFERENCE SHALL BE YIELD PRIOR TO THE START OF CONS"LJCTION. THE CONNTRACTOR
ANO CW DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTTRL&- KJN-
3. ALL EXISTING LMUTIES 51HAL1 REMAIN IN SERVICE DURING CONSIRtJCI1ON UNLESS OTHERVy1SE NOTED- THE CONTRACTOR SHALL
CALL 1-BOD-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EKCAVAT'ION-
3- ALL MALTCAIALS. USED F0f# THIt C0h!5YRUCT10HII OF WATER SMCM IMPROVEMENTS SHALL LIE NEW AIND iJN1JAAAAGELJ. AND
'CATALOG CUTS' FOE# ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENSON PF00ft TO BRINGING ANY
MATERIALS Ohl -Siff.
4. ALL WATER MAIN PIPE MATERIALS SHALL HE CEMENI LINED DUCTILE IRON PIPIT, THAXISI :SS CLASS 52 PER AWWA C 151 AND C
104. PIPE 101NT5 SMALL BE PUSH -ON OR MECHANICAL JOINT. CAST I RON OR DUCTILE IRON PIPE FITTINIGS SHALL BE CLASS 250 AS,
PER ANSI/AWWA C1IO/A21.1()-82. ALL DUCTILE IRON NNE A1dO FFMOGS SHALL BE WRAPPED WITH 8-110I1. SLAM TU9E-TYPE,
POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS.
S. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 104NCH OR LESS
AND 48 INCHES FOR PIPE DIAMETER OF 12 INCFI ►LNR3 LARGER. II/IALxI �,euM COVER CUR ALL WATER IUTAIN$ SHALL BE GO 1NCIiE�s
ANY DEVIATIONS MUST BE APPROVED BY THE C1TY OF RENTON PWOR TO CONSTRUCT I IN. WHERE LITILJ'FY CONF LJCTS OCCUR,
THE PROFILE OF THE WATER MAIN SHALL BE AIDJUSTED AS NECESSARY TO CLEAR CON FLIOS AND TO PROVIDE MIINFMUM COVER.
PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANU FACTURER'S SPKIFICAMN FDA S421 OF PIPE USED. ALL TRIEW-H
BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DMRMIHED BY THE MODIFIED PROCTOR TEST
METHOD (MDO) IN ROADWAM ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MOD IN UNPAVED
AREAS. ALL PIPE WNE COMPACTION SHALL BE 95 MDD.
6. CONCRETE BLOCKINO FOR WATER MAIN5 SHALL BE DIESIG NE0. INSTALLED AND POUR FD IN PLACE IN ACCORDANCE WITH C1TY OF
RENTON STANDARD DETAJLS AND SPECJFfCiATIDNS AND SHALL BE INSTALLED AT ALL VERTICAL AND H C1RIZ❑NTAL BENDS, FITTINGS
AND BASE OF HYDRANTS. MEGA -LUGS (OIL SIMILAR PROD UCTI MAY BE AEQUIRED ON ALL MECRANECALJ❑INTS IN ADDITION TO
CONCRETE KOCKPIG.
7. ALL NEW WATEFL MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN 7NROUGH THEM PRK7R TO BEING FLUSHED,
DfSINFECTED, AND TE STED. CLEANING, PRESSURE AND PURITY TEMING SHALL BE DONE; IN THE PRUENCE OF AND UNDER THE
SUPERVISION OF A CITY OF RfNTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS,
C-ORPOfRATION STOPS, BLOW-C)FF ASSEMBLIES, AND THRUST RE5TRMUT/ BLOCKING FOR TESTING AND PURITY ACCEPTANCE.. NO
CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OIR BETWEEN THE NE WEIrlAP VALVE TO AN EXISTING MAIN UNTIL
THE NEW PIPING HAS BEEN FOAM4 4GGEQ, DW NFECTEO, FLUSHED, AND PASSED BOTH PRE551 RE AMC) PURITY TESTING.
B NEW WAIEN MAINS INCLU ING SERVICE LA71RALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABCA WORKING
PRESSURE WFTIf A MNIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING
THE ENTIRE TEST PERIOD. UP'OH SATISFACTORY COMPWION Of THE PRESSURE TEST, THE UNE %[Att BE 04SINFEOED, FLUSHED,
AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TEST#IIiG BY TWE PUBLIC WORKS INSPECTOR
-
9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING
DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EMSTING WATER
MAIN AND FITTINGS AT THE CONNECTION P01NT BEFORE ORDERING THE NECESSARY ADAPTORS AND PFMNGS REQUIRTD FOR
THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PRONADE SHORING AND
ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONFECTION 10711E LMSiM WATLK SYSTEM. THE
CONTRACTOR SHALL PROVIDE AND INSIALL ELACV FILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION.
[1f31.IC WORKS WATER
PLAN - 3W.0
F
DIE.PAR'i'1►{F WATER PLAN 6NER�AL NOTES
MARCH 2010
MATERIALS
A
PIPE CLAMP
B
ANCHOR ROD
R:
NUT
D
WASHER
O
HEAVY I VTY HOT -DIPPED GALVANIZE0 PIPE CLAMP, COOPER 13-LINE 83132 OR EQUAL WITH OIPENINGS TO
ACCQNtMODATE ANCHOR ROD DIAMETER
ALL -THREAD ROD, ASTM A242 CORTEN OR STAINLESS STEEL. SITE PER STD PLAN 330.2 AND STD PLAN 330.3
HEAVY HEX NUT, ASTM A563 GRADE C3 OR STAINLESS STEEL 3IGSS, SIZE TO MATCH ANCHOR ROD
DIAMETER, TIGHTEN T 0 P NUT5 TO TENSION BOLT AND LDtNER NUTS TO COM+RPIR¢SS CLAMP SNUG
ROUND FLAT STRUCK URAL WASHER, CORTEN OR STAINLESS STEEL 316S5, SIZE TO MATCH ANCHOR ROD
DIAMETER
TESTING CONNECTION
PULYPIGE STATION PER STD PLAN300.7
III VERTICAL CR❑SS (MJNFL)
RI BUNG FLANGE ON TOP WITK 2' TAP AND 2" PLUG
12) BUND FLANGE ON BOTTOM
(3) PLUG IMIj WITH 2"TAP ANO TEMPORARY BLOW -OFF ASSEMBLY
W ITH TE MPORARV THRUST BLOC RING
--IrTi-__'
E?LIST�NG WATER MAIN KID 1 _`'(.._0f NEW DI WATER MAIN
IILI�-t
I
TEMPORARY BLOCKING
F3g5T#NG TEE, CAP, PLUG,
OR DEAD END LINF,
DO N07 DISTURB BLOCKING
0 PUBLIC WORK5
DEPARTMENT
FINAL CONNECTION
- UP024 COMPLETION OF POLYPIGGING, HYDROSTATIC TESTING,
AND WSINFECTIQN, REMOVE TEMPORARY THRUST BLDCKIN-11
AND TFMPORARY BLOW-0FF ASS EMRUE$
FINAL CON NIECTION (BY CITY FORCES I
(1) DI SPOOL
(1) LONG BODY DI SLEEVE IM1)
NEW DI WATER MAIN
NOTES:
1 ALL CONNECTIONS TO EXISTINC`r WATER FAAINS WILL 8E CONDUCTED BY CITY FORCES AS
SPECIFIED IN SECTION 5-14.2 OF THE CITY OF RE NTON WATER UDUTY CONSTRUCTION
STANDARDS
2, LONG BODY DI SLEEVE FOR CONNECTION FROM M TO DI PIPE AND FROM DI TO CI PIPE WITH
SAME OUTSIDE DIAMETER
3. LONG BARREL COUPLING FOR CONNECTION FROM DI TO CI PIPE WITH DIFFERENT 0_1)- AND
FROM DI TO AC OR TO STEEL PIPE
CONNECTION TO WATER MAIN
EXISTING TEE OR END LINE CAP
K!VIA>R<GO�
STD. PLAN - 300.4
(c ' R f
CF
cl 1If I
DATE
NOTES:
1 S14ACKLE RCDS SHALL BE USE 0AS A 101NIT RESTRAINT 5VSTEM WHERE INDICATED IN THE PLANS OR SPECIFICATIONS OR WHERE
OTHERWISE REQUIRED BY THE ENGINEER.
1 INSTALL TH E JOINT RESTRAJN-r SY5TFW IN ACCORDANCE WITH MANtJFAKCTURER'S DIRFCTIONS TO ENSURE AIL JOINTS Aft MECKHANICAILY
LOCK{EC TOGETHER.
3, EYE BOLTS SHALL BE INSTALLED TO PULL AGAINST THE M1 BODY AND NOT THE MJ FOLLOWER_ TORQUE NUTS AT 75-90 FT -LB -
A INSTALL RODS AT EQUAL THREAD DEPT}1 INTO COUPLING NUTS. ARRANGE RODS SYMMETRICALLY AROUND THE PIPE
5 WHERE A MJ VALVE OIL FITTING IS SUPPLILD WITH SLOTS FOR "T' BOLTS KJg5TFAID OF HOLD, AN ADAPTER. (FLRM1) SHALL of VSFO TO
PROVIDE ADEQUATE SPACE FOR TIT: BOLT INSTALLATION.
6 NO RUN OF KRESTRAIN ED PIPE SHALL BE GREATER THAN 69 IN LENGTH 8ETWEEN FITTINGS. INSTALL LONG BODY SLEEVES WHERE A
CONTINUOUS RUN OF PIPE GREATER THAN 60 15 REQUIRED TO BE RESTRAINEOL
7 CONTINUOUSLY RESTRAINED RUNS SHALL USE MJ PIPE WITH EYf BOLTS INSTALLER AS ROD GUIDES AT EACH JOINT.
MATERIALS
A ROD
B EYE BOLT
C COUPLING NUT
13 WASHER
E NUT
314" ALL -THREAD ROIL, ASTM A242 CORTEN OR STAINLESS STEEL SIZE AS FOtIOWS:
MAIN NUMBER
DIAMETER of RUaS
4", 6' 3
12" 4
Tfi`, IR" 8
20" 10
314" go, EYE BOLT, CORTEN, WITH EYI` TO ACCOMMODATE 314' ROd, R0111IAC (3R EQUAL
3/4" DULL HELL COUPLING NUT WITH CENTER STOP, ASTM A563 GRADE OR STAINLESS STEEL
3/4" ROIL ND FLAT STRUCTURAL WA5HEA, CORTEN OR STAINLESS STEEL 336sS
3/4" HEAVY HEX NUT, ASTM A563 GRADE C3 OR STAINLESS STEEL 31SS.5
90` BEND 45' BEND
L
A
h i �I
• :j
CAP PLUG 22 12° BEND
e 17) _
1 _ I
TEE
B_-
11 14" BEND
r:ft�-�i-
HEARING AREA
A,GAINST UNDESTURBE0501L(5F) •
`
PIPE PRESSURE -
-
-
WE
( PSI)
,
p .
F
4„
200
2/111
1ANOC
i{INONEI
NONE
NOW
3W
3112)
2/(2)
21(1E
1111)
NONE
200
41(3}
-
31(2(2)
3111E
IAA)
1141,IC+F
6/M1
AAA)
31121
21(1)
IJJNDNEI
a„
209
7j{51
51(3)
41131
xl(2)
11(1)
300
111($1
B1(5)
W(41
3/12)
714)
1a"
200
11/(li}
BA61
61141
31121
21(11
275
16AIII
111(7)
W461
5/13)
31(21
TE„
200
16/(11)
11/(&)
9101
5/13)
31(2}
250
24/1161
17AIII
13/19)
7/IS)
41(3)
200
n/1131
J61(11t
12l($)
6/14)
3A2)
14"
250
33/1221
231(16}
IS412)
9/161
51(91
16„
200
291(191
21j(14)
16/(11)
6/(6)
51(3)
22
32/1211
231(16}
171(U)
9/16)
51(3)
1$"
200
36/(241
2fi1(17)
2D II31
101(7)
5/0j
20"
200
451(29)
321(21)
241(16)
13148)
71(4}
24"
20o
6411431
46/($0)
351(23) 181112)
41(6l
' VALUES BASED ON SAFE BEARING
LOAD OF 2,D001(3,000I PSF
5011LTYPE
SAFE BEARING LOAD (PSF)
MUCK
OR PEAT
0
SOFT CIA Y
I,D00
SAND
2. LW
SAND
AND GRAVEL
3,DD0
CEMENTED
WITH CLAY
4,001)
HARD SHALE
10,001)
NOTES-
1. MINIMUM 0EARINGAREA MOLEST BE AD) USTED FOR PIPE SIZE. PRESSURE, ANC SOIL CON 0MoNS.
2 FITTINGS SHALL BE POLYWRAPP€D PRIOR TO POURING CONCRETE BLOCKING.
3 CONCRETE BLOCKING SHALL BIF CAST IN PLACE AND SHALL HAVF A MINIMUM OF 0.25 SF BEARING ARFA ,AGA NST THE FITTING
4 CONCRETE 1LOCKING SHALL BEAD AGAINST FITTINGS ONLY AND SMALL BE CLEAR OF JDINTS TO PERMIT TAXING UP OR DISiMANTILING
JOINT
5. CONTRACTOR SHALL INSTALL 0LOCK INC, ADEQUATE TO WITHSTAND FULL HYDRQSirATX TEST PRESSURE AS WILL A5 TO CONTINUOUSLY
WITH57AND OPERATING PRESSURE UNDFA All CON DITIONSOF SERVICE.
6 ALL CONCRETE SHALL BE MECHANICALLY MIXED. JOB 5ITE MIXING, HAND -MIXED CONCRETE, AND MOBILE CONCRETE MIXERS ARE All07
ALLOWED.
7 IN MUCK OR PEAT, ALL THRUSTS SHALL BE RESTRAINED BY PILES OR TIE RODS TO SOLID FOUNDATION OR MUCK OR PEAT SHALL BE
REMOVED AND REPLACED WITH BALLAST OF SUFFICIENT STAR ILITY TO RESIST THRUST.
S. CONCRETE $LOCKING SHALL RE LEFT 0PEN OR SHLLIED FOR MINIMJIUM 24 HOURS.
STD. PLAN - 330,1
PUBLIC WORKS CONCRETE BLOCKING
I7fPAFtTmENT FOR HORIZONTAL FITTINGS &25W23
VikLV C MUA A[MId LIU
SECTION A -A
I!'
MAW
MATERIALS
TWO-P*CE VALVE BOX WFTH REGULAR
A
BASE SECTION TO FIT AND STANDARD 8"
VALVE BOX
TOP SECTION, OLYMPIC FOUNDRY INC
940 OR RICH #U45 RNQN-LACKING)
COVER TO MATCH VALVE BOX
6
MA N LI FAiCTU R E R. TO READ "WATER'.
VALVE BOX LID
WITH EARS IN MkFCTHDN OF WATER
MAIN
8' THICK HMA FOR VALVE IN PAVED
C HMA COLLAR
AREA OR 3'm3'xV CONCRETE PAD IN
UNPAVED AREA
D OPERATING
SEE DETAIL, THIS SHEET
NUT EXTENSION
WHITE MARKEft POST WITH ANCIJOR
E IV4RKER P057
BARKS ANL] OLUE LABEL TO READ
'WATER", CARSONITE UTILITY MARKER
CRM3•066.08 OR EQUAL
VALVE OPERATING NUT EXTENSION
ti I" SQUARE
OPERATING NUT
I
4 tit" DIAMETER
'a" MIN THICKNESS,
_% T" DIAMETER STEEL,,
LENGTH AS REQUIRED
MIN THICKNESS
2 t;' INSIDE MEASUREMENT
2 1 4' DE PTH
NOTES:
T, E}iTENSIDNS ARE REAL?IfRED WHEN VALVE NUT IS MORE THAN 3'
BELOW FINISHED GRADE- EXTT1454ON5 ARE TO BE A MINIMUM
OF V LONG. ONLY ONE EXTENS.IONTO BE USED PEA VALVE
2. ALL EXTE14SIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED,
WITH ANTICORROSION COATING CONFORK41NG TO AWWA C210
VALVE MARKER POST
ti J
i
L
�«
3" E
MIN % -
w„
I
24«
5
r fi
NOTES.
1. VALVE MARKER POST TO BE USED FOR ALL MAIN LINE VALVES
❑UTSIDE PAVED AREAS.
2. DI$TANCf TO VALVE SHALL BE NEATLY STENCILED 4N THE POST
WITH }" NUMfMIS
STD. PLAN - 330A � STD. PLAN - 334.5 VALVE BOX, 5TT'J. PLAN - 330.7
PUBLIC WORKS CONCRETE BLOCKING PUBLIC WORKS SHACKLE ROD �~ PUBLIC WORKS
DEVELOPMENT ENGINEERING0 WATER UTILITY DEPARTMENT Jf i
PIPE CLAMP AND ANCHOR RODS � DEPARTMENT i :�_ i_, '1'fl .. DEPARTMENT OPERATING NUT EXTENSION, k�
023 JOINT RESTRAINT SYSTEM J tl lld3 -�'- 6.QftnD23
HBra 101 f� 31 0 6 gool�L l,aFoul3 airT za s .,, EWE w� ,,...w " AI D fVIA iK€R POST .`. ,, , '�;,
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CROUP, LLC
1208 East Kcnncdy I3onlcr-ard
Suitc 230
Tampa, Florida 33602
[p]: 813.131.4770
[fl; 813.445.4211
w %-w.icproup.nct
Cert. of Auth. No. 603-536-314
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RICHARD HERNANDEZ, P.E.
WA REG.
NO. 50841
DigitaIlysigned by
Richard Hernandez
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❑N- c=US,
WAsyfi
hood
serialNumber=AATL
24
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0410344595, en=Ric
rd
Hernandez,
email=nchardoiegr
p.
net
S rouat E�'o
Date; 2025.12.1 1
09:14:32-06'00'
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W-438412
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ISEE 9TA-4D RD "NN 1% 1101 1102. AM III FOR PAVEI,oMT
I RES rpRkr�u REQU*IENENTS
Suw a.[:t aas rrx� :�pk AS
$PEpFIE:4 H {d7%rRFG7 LIOCLAEMfS �
II l �' tiilry IEWSTING PAVEIL41 :- W A-_ L
-------4-------------------
41�11* LIW TAI NtH
BENCH AS HEEDED FOR
AmoiU11G 9vvELT vp"
DEPTNI$ rORGREATER
PPE
PIPE DAME eeOlMllci AHa BA�19Fu f
r6RM RAM9RipggAlRi9p0.ws
�� IS6E rilDrtE T
uliPAl+EpnR4Ae l �w�DA�¢
ri • uIN SEE NO-TE a
-CRuSiiED SUWAC94G TOP CCfuFSE` PfA
IN! TWT 13rn 5KC.4A39(]1 COWACIEA
IQ 0%UlE MA%YLIM DEIW TY
'T:RUWED SLIRFACW0 TOP C0tA3E'PER
WSDDT STD. SPEC "3.*B3 . -SAW RuN
GRAVEL FOR iPE?QCH 13ACIff ILL' PER
WMOT ST V.'.�G "A -T0 OR *GRAVEL
INDPX4oar PER 1M 9W7 M. SK C 16M tC 1 �
COMPACTED TO95%Or MWU4%NOENI FTY
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E
CONCRETE MATERIALS ARE NOT AS TRENCH BEDDING AND TRENCH MATERIALS FOR WATERMAINS,
Tm
SEE 1h` arfAVWASTA411NFIDSF1:CIFiCATION8SECrCN2 Y 4 FOR
NIEABIJHENENT 4F TREw(;H VAUYi
2 EXCAVATKWT CAM-q a' DETP $HALL COMPLY 1A'TT1H T}E SAfEW STANDARD
DESCRIBED INCFih TER 29F`195P4RA1 Ti 13F THE 1'FAC.
S IA )WUM 5ACKF F L p RTH KIKIVE PIPE $HAIL AOT BE 05 EEDE'D AS
DETFJM IKO By PIPE INANUFACTUItER
A. IN PA%4 0 AKA4, K PIPE KA& LESS T}1M 3 OF COVER. USE 'CRLPSIED
SLMACINS TOP COUFIEE` ff3R THE FATOkE RA(QXFI-L CEPTh AWYM PIPE 40hE
A SMCOSTRUCTOMPLAkSTI NAPEOCICPH0,ILCTREOUALMLNTS
i'Nil 15*T1wmy iF NQTld, 0"WIN09 NOT tnV.&Ii !krc,
STD. PL" - 220.20
PUBLIC WORKS ." T
DEPARTMENT TYPICAL TRENCH AND BACKFILL GAZ 9/28/2013 I
EROSIONISEDIMENTATION CONTROL NOTES'
(D
1, APPROVAL OF THIS EROSIONlSEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF
u",
U
E
PERMANENT ROAD OR DRAINAGE DESIGN (I.E. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS,
0
RETENTION FACILITIES, UTILITIES, ETC.).
U
2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND
UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL
CONSTRUCTION IS APPROVED-
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3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR
TO CONSTRUCTION. ORANGE CONSTRUCTION FENCING (42- HIGH) SHALL BE USED TO DELINEATE CLEARING LIMITS
BETWEEN CONSTRUCTION AREAS AND WETLANDS. STREAM BUFFERS, NATIVE GROWTH PROTECTION EASEMENTS
❑
(NGPE), AREAS NOT TO BE DISTURBED AS SHOWN ON CONSTRUCTION PLANS AND AREAS WHICH MAY BE ADVERSELY
IMPACTED AS DETERMINED BY THE CITY. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE
FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE
rt
APPLICANTlCONTRACTOR FOR THE DURATION OF CONSTRUCTION.
`r
4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND
GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE
DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS.
S. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS -
DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED (I.E. ADDITIONAL SUMPS,
RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS.
6, THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE, 4PPLICANTICONTR4CTOR AND MAINTAINED AS NECESSARY
LO
TO ENSURE THEIR CONTINUED FUNCTIONING.
C)
7. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER WORK I5
1 [{ �
C)w
ANTICIPATED OR A PERIOD OF 2 DAYS (WET SEASON) OR 7 DAYS (DRY SEASON), SHALL BE IMMEDIATELY STABILIZED
00
WITH THE APPROVED ESC METHODS (I.E. SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.)00
=
8. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN 15 DAYS.
U J 00
9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR
/
J LL J
WITHIN THE 24 HOURS FOLLOWING A STORM EVENT.
(Ij <
10. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN- ALL
CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL
NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM-
D LLI
J
11. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE BEGINNING OF
CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED
O D
Lo
TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT.
0� co
5 t�
12. WET SEASON REQUIREMENTS AS DESCRIBED IN APPENDIX D, SECTION D,2.4.2 OF THE KCSWDM ARE IN EFFECT
W �
BEGINNING OCTOBER 1 THROUGH APRIL 30.
❑
13. ANY PERMANENT RETENTIONIDETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED
WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE
fiI
PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION OR DISPERSION SYSTEM, THE FACILITY
11....i�
SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN. NO UNDERGROUND DETENTION TANKS OR VAULTS SHALL
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14- WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES SHALL BE
APPLIED AT AN APPROPRIATE RATE (I.E. ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER
ACRE)-
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15. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM
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16. MANAGEMENT PRACTICES PROVIDING SIGNIFICANT TREE PROTECTION SHALL BE PROVIDED PER SECTION 19.120 OF
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EROSIQNISEDIMENTATION CONTROL NOTES
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