HomeMy WebLinkAboutRyder LC0549 - Waterline RelocationWATER MAIN LINE 12" D.I. WATER MAIN LINE
RYDER SYSTEM, INC
11690 NW 105 STREET
MIAMI, FLORIDA 33178
PHONE: (305) 500-5076
G-1 TITLE SHEET
G-2 CIVIL SPECIFICATIONS
1 of 2 ALTA / ACSM SURVEY BY OTHERS
2 of 2 ALTA / ACSM SURVEY BY OTHERS
SP-1 OVERALL SITE PLAN
SP-2 DEMOLITION PLAN
SP-2.1 DEMOLITION PLAN
SP-3 UTILITY SITE PLAN
SP-3.1 UTILITY SITE PLAN
SP-4 GRADING PLAN
CS-1 CIVIL SITE DETAILS
DT-1 DETAILS
DT-2 DETAILS
PP-1 PLAN AND PROFILE
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RYDER
TUKWILA LC0549
WATER LINE RELOCATION
17850 WEST VALLEY HWY
TUKWILA, WA 98188
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: N/A
GEO-TECHNICAL PHONE: N/A
HEATING DEGREE DAYS: ----
SURVEYOR'S NAME: BBA LAND SURVEYING
SURVEYORS TELEPHONE: 206-406-1257
SCOPE OF WORK NOTES (CONT)
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INFINITY ENGINEERING
GROUP, LLC
1208 East Kennedy Boulevard
Suite 230
Tampa, Florida 33602
[p]: 813.434.4770[f]: 813.445.4211
www.iegroup.net
Date
RICHARD HERNANDEZ, P.E.
WA REG. NO. 50841
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COORDINATION NOTES
WORK BY OTHERS:
x ALL SIGNAGE WILL BE BY OTHERS, EXCEPT FOR POWER FEEDS.
x FURNITURE WILL BE SUPPLIED AND INSTALLED BY OTHERS.
BUILDING CODES
SCOPE OF WORK NOTES
1. PERFORM ALL WORK IN ACCORDANCE WITH FEDERAL, STATE, ANDLOCAL CODES (INCLUDING - BUT NOT LIMITED TO - FIRE RESISTANCE
RATED CONSTRUCTION & OPENING ASSEMBLIES, ACCESSIBILITYCOMPLIANCE, SMOKE DETECTION & THE LIKE) AS WELL AS WITHOWNER-FURNISHED CRITERIA, PLANS, AND SPECIFICATIONS; IF THERE ISA CONFLICT AMONG VARIOUS BID REFERENCES, PLANS,SPECIFICATIONS OR CODES, THE STRICTEST STANDARDS SHALL APPLYAND BE INCLUDED IN THE BID.
2. DESIGN/BUILD CONTRACTOR SHALL CONSTRUCT A NEW FACILITY ASINDICATED ON CRITERIA DRAWINGS, COMPLETE AND OPERATIONAL.COORDINATE FULLY WITH OTHER CONTRACTORS AT THE SITE.
3. SUCCESSFUL BIDDER SHALL UNDERTAKE TO PERFORM THE WORK ON ADESIGN/BUILD BASIS, AND IS RESPONSIBLE FOR ALL ENGINEERING,
ARCHITECTURAL DESIGN, CONSTRUCTION DRAWINGS, PERMITS, ANDTESTING.
4. REVIEW ATTACHED BOUNDARY AND TOPOGRAPHICAL SURVEY.
5. DESIGN/BUILD CONTRACTOR SHALL VISIT THE SITE PRIOR TOSUBMITTING A PROPOSAL AND CHECK THE AREA OF WORK AND VERIFY
LOCATIONS OF UTILITIES AND POINTS OF OF CONNECTION AND INCLUDEIN THE BID ALL REQUIRED, OFF-SITE INSTALLATIONS.
6.FOR PAVING DESIGN (AND BUILDING FOUNDATIONS), REVIEWGEOTECHNICAL REPORT.
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 SHALLINCLUDE IN HIS BASE BID ALL REQUIREMENTS FOR STORM WATERMANAGEMENT AND CONTROL, THAT IS, STRUCTURES, PIPES,HEADWALLS AND THE LIKE, AS INDICATED ON CIVIL/SITE DRAWINGS.
8. BIDS SHALL INCLUDE PAVING PER CIVIL/SITE DRAWINGS
9. NO METERS (THAT IS, WATER, GAS OR ELECTRICAL) OR TRANSFORMERSSHALL BE LOCATED ABOVEGROUND IN FRONT OF THE BUILDING.
10. THE WATER SERVICE PIPING SHALL BE EQUIPPED WITH A BACK FLOWPREVENTOR AND METER AS REQUIRED BY LOCAL CODES. PROVIDE
FROST PROTECTION PER LOCAL CODE.
11. SIZE WATER SERVICE TO BUILDING TO PROVIDE MINIMUM OF 50 TO 70 PSIAT 50 GPM FOR WASH BAY EQUIPMENT. THE EXPOSED MAIN INTERNALWATER SUPPLY LINE IN THE MAIN SHOP AREA IS TO BE INSULATED.INSULATE BOTH DOMESTIC HOT WATER LINES AND STEAM LINES FROMWASH BAY HEATERS TO SERVICE BAY DROPS.
12. METAL BUILDING EAVE HEIGHT TO BE MINIMUM OF 20 FEET. MAINTAIN19'-0" CLEARANCE IN WORK BAYS TO OVERHEAD OBSTRUCTIONS (FOR
EXAMPLE, PIPING CONDUITS - NOTE: LIGHT FIXTURES AND METALBUILDING FRAMES ALONG COLUMN LINES MAY EXTEND LOWER).
13.OVERHEAD DOORS (14' WIDE X 16' HIGH) SHALL BE HIGH LIFT TYPE WITHA MINIMUM CLEARANCE OF 18'-0" FROM FINISH FLOOR. PROVIDEINSULATED OVERHEAD DOORS WITH ELECTRIC OPERATOR &
PHOTOELECTRIC SAFETY SENSORS FOR SERVICE BAYS AND WASH BAYIN THE BASE BID.
14.INSTALL ALL OWNER-FURNISHED EQUIPMENT LISTED IN THE
ACCOMPANYING FACILITY EQUIPMENT CHECKLIST LIST.
15.DESIGN/BUILD CONTRACTOR SHALL INSTALL ALL OWNER-FURNISHED
TANKS & EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'SRECOMMENDATIONS, PLANS, AND SPECIFICATIONS. PROVIDE ALLAPPURTENANCES REQUIRED BY CODE AND NOT PROVIDED BY OWNER
FOR A COMPLETE OPERATIONAL SYSTEM.
16.DESIGN/BUILD CONTRACTOR SHALL INSTALL ALL OWNER-FURNISHEDTANKS & EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'SRECOMMENDATIONS, PLANS, AND SPECIFICATIONS. PROVIDE ALLAPPURTENANCES REQUIRED BY CODE AND NOT PROVIDED BY OWNER
FOR A COMPLETE OPERATIONAL SYSTEM.
17.THE DESIGN/BUILD CONTRACTOR INSTALLING TANKS MUST BECERTIFIED BY TANK MANUFACTURER, PIPING MANUFACTURER AND
LOCAL JURISDICTIONS (IF REQUIRED) AS TRAINED TO INSTALLMANUFACTURER'S TANK AND PIPING.
18.FIRE PROTECTION INCLUDE IN BASE BID. CODE REQUIREMENTS FORBUILDING FIRE PROTECTION MAY INCLUDE SPRINKLERS, SITE HYDRANT,EXTINGUISHERS, SMOKE ALARMS, FIRE ALARMS, FIRE WALLS, FIRE
DOORS, EXIT LIGHTING, AND SIGNAGE.
19.ELECTRIC:MINIMUM ELECTRICAL SERVICE TO BE AS INDICATED ONELECTRICAL DRAWINGS. DESIGN/BUILD CONTRACTOR SHALL VERIFY
ACTUAL ELECTRICAL LOADS AND PROVIDE ADJUSTED SERVICE ASREQUIRED. WORK TO BE PERFORMED IN ACCORDANCE WITH NATIONALELECTRICAL CODE AND COMPLY WITH ALL STATE AND LOCAL CODES.
20.DESIGN/BUILD CONTRACTOR SHALL INSTALL ELECTRICAL RACEWAYSINCLUDING SENSOR JUNCTION BOXES, AS WELL AS OTHER JUNCTIONBOXES AS REQUIRED, FOR A OWNER-FURNISHED AUTOMATIC TANK
GAUGING (ATG), LEAK DETECTION AND MONITORING SYSTEM.
21. PRIOR TO RECEIVING APPROVAL OF FINAL PROGRESS PAYMENT, PUNCHLIST WORK MUST BE COMPLETED AND VERIFIED BY OWNER'S FACILITYPERSONNEL OR PROJECT ENGINEER, AND DESIGN/BUILD CONTRACTORSHALL PROVIDE TWO SETS OF THE FOLLOWING ITEMS TO OWNER'SPROJECT ENGINEER:
-TRAINING DOCUMENTATION FOR INSTALLED EQUIPMENT.
-EQUIPMENT INSTALLATION, OPERATION, AND MAINTENANCE MANUALS.
-COPY OF BUILDING PERMIT(S).
-COPY OF CERTIFICATE OF OCCUPANCY AND DOCUMENTATION FROM
ALL AHJ'S SHOWING ALL PERMITS HAVE BEEN CLOSED OUT.
-WARRANTEE LETTER FROM DESIGN/BUILD CONTRACTOR TO OWNERINDICATING WORK IS GUARANTEED FOR A PERIOD OF TWO YEARS FROM
THE DATE OF ACCEPTANCE.
-ANY CITY, STATE, FEDERAL AGENCY DOCUMENTATION INDICATING THATINSPECTIONS HAVE BEEN MADE AND WRITTEN APPROVALS HAVE BEENGRANTED.
-ACCEPTED AIR BALANCING REPORT FROM INDEPENDENT AIR BALANCECOMPANY -TEST RESULTS (COMPACTION, PAVING, FLOOR SLABS, AND
THE LIKE)
-COMPLETED TANK MANUFACTURER'S INSTALLATION CHECK LIST.
-STATE REGISTRATION FORMS FOR REGULATED STORAGE TANKS.
-COPY OF PIPING SYSTEMS INSTALLATION CHECKLIST FORUNDERGROUND PETROLEUM PIPE.
-A CERTIFICATE THAT HYDROSTATIC TEST WERE PERFORMED PERMANUFACTURER'S INSTRUCTIONS ON THE TURBINE ENCLOSURE, SPILLBUCKETS AND DISPENSER BOXES, AND ALL PENETRATIONS, SEAMS, &
JOINTS ARE WATER TIGHT.
-RECORD DRAWINGS ON C/D IN AUTOCAD FORMAT RELEASE 14 ORHIGHER.
-REPRODUCIBLE RECORD DRAWINGS (PROVIDE A THIRD SET TOLOCATION OF INSTALLATION)
-THE FOLLOWING IS MINIMUM TESTING REQUIRED ALL TEST RESULTS
MUST BE PROVIDED TO THE OWNER AS PART OF THE CLOSE OUT:PRIMARY & SECONDARY PIPING, GROUNDING RODS, SHEAR VALVES,OVERFILL ALARM, PRIMARY & SECONDARY TANKS AND E-STOP.
22. REVIEW WRITTEN SCOPE OF WORK BY RYDER ENGINEER.
x BUILDING CODE:
2021 WASHINGTON STATE BUILDING CODE
x MECHANICAL CODE:
2021 WASHINGTON STATE MECHANICAL CODE
x PLUMBING CODE:
2021 WASHINGTON STATE PLUMBING CODE
x ELECTRICAL CODE:
2023 NATIONAL ELECTRICAL CODE
x FIRE CODE:
2021 WASHINGTON STATE FIRE CODE
SCOPE OF WORK NOTES (CONT)
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INFINITY ENGINEERING
GROUP, LLC
1208 East Kennedy Boulevard
Suite 230
Tampa, Florida 33602
[p]: 813.434.4770[f]: 813.445.4211
www.iegroup.net
Date
RICHARD HERNANDEZ, P.E.
WA REG. NO. 50841
JP NS
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Cert. of Auth. No. 603-536-314
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 AND/OR 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. CALL 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 AS NOT TO INTERFERE WITH OWNER'S
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. DO 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 MECHANICAL 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.
i. DO NOT START DEMOLITION WORK UNTIL UTILITY DISCONNECTION AND
SEALING HAVE BEEN COMPLETED AND VERIFIED IN WRITING.
8. PRIOR TO COMMENCEMENT OF SITE CLEARING OPERATIONS, VERIFY THE
FOLLOWING:
a. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES 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 REQUIRED
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:
x FOOTINGS, SLABS ON GRADE AND BOTTOM SLABS OF STRUCTURES: 36
INCHES.
x ROADS AND PAVEMENT AREAS: 18 INCHES.
x AREAS TO BE GRASSED OR LANDSCAPED: 8 INCHES.
x AREAS TO BE FILLED: 12 INCHES.
e. USE ONLY HAND METHODS FOR GRUBBING WITHIN TREE PROTECTION ZONES.
f. CHIP REMOVED TREE BRANCHES AND DISPOSE OF OFF-SITE.
g. 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.
b. 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 AS 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 SOIL MATERIAL, UNSUITABLE TOPSOIL, OBSTRUCTIONS,
DEMOLISHED MATERIALS, AND WASTE MATERIALS, INCLUDING TRASH AND
DEBRIS, AND LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY.
b. 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 IS 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, FINISH 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
AND/OR 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, OL, 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,
b. PROOF-ROLL WITH A LOADED 10-WHEEL, TANDEM-AXLE DUMP 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 698 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 DETAILED/INDICATED 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 (1/2) INCH.
d. GRADING INSIDE BUILDING LINES: FINISH SUBGRADE TO A TOLERANCE OF
ONE-HALF (1/2) 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 D 2167, ASTM D 2922, AND ASTM D 2937, AS 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 IS 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, CLEANOUTS, 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. CITY/COUNTY WATER AND SEWER
6. CITY/COUNTY/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 LINES, CABLES 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 AND/OR 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 AWWA
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 SPECIFICATIONS OF THE
STATE DEPARTMENT OF TRANSPORTATION (D.O.T.) FOR THE STATE IN WHICH
THE WORK OCCURS WITH SOME 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 II 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 THICKNESS OF THE
PAVEMENT LAYERS SHALL MEET OR EXCEED THE REQUIRED 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:
x BASE COURSE: 1/4 -INCH
x SURFACE COURSE: 1/4 -INCH
c. CROWNED SURFACES: TEST WITH CROWNED TEMPLATE CENTERED AND AT
RIGHT ANGLE TO CROWN. MAXIMUM ALLOWABLE VARIANCE FROM TEMPLATE
IS 1/4 -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.
GRAPHIC SCALE0
1 INCH = FT.
40201010
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VICINITY MAP
NTS
LEGEND
VERTICAL DATUM
REFERENCES
BASIS OF BEARINGS
LEGAL DESCRIPTION
LEGAL DESCRIPTION AS SURVEYED
1.
2.
3.
4.
5.
6.
LOT LINE ADJUSTMENT, CITY OF RENTON FILE NO. LUA-06-095-LLA, VOL. 210,
PGS. 192-210, RECORDS OF KING COUNTY, WA.
181 SO. CORP. LIMITS OF TUKWILA TO FOSTER INTERCHANGE, APPROVED
05/16/68, RECORDS OF WSDOT
RECORD OF SURVEY, VOL. 9, PG. 192, RECORDS OF KING COUNTY, WA.
RECORD OF SURVEY, VOL. 12, PG. 168, RECORDS OF KING COUNTY, WA.
CITY OF RENTON SHORT PLAT NO. 346-79, VOL. 19, PG. 81, RECORDS OF KING
COUNTY, WA.
RECORD OF SURVEY, VOL. 268, PG. 11, RECORDS OF KING COUNTY, WA.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:RECORDING DATE: OCTOBER 5, 1971
RECORDING INFORMATION: 7110050390
IN FAVOR OF: CITY OF RENTONFOR: PUBLIC UTILITIES
AFFECTS: AS DESCRIBED THEREIN.(SHOWN HEREON)
COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS:RECORDED: APRIL 2, 1979
RECORDING NO.: 7904020670(NOT PLOTTABLE)
THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED"AGREEMENT" RECORDED OCTOBER 31, 1979 AS RECORDING NO.
7910310648 OF OFFICIAL RECORDS.(NOT PLOTTABLE)
EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:RECORDING DATE: OCTOBER 31, 1979
RECORDING INFORMATION: 7910310780IN FAVOR OF: PUGET SOUND POWER AND LIGHT COMPANY, A WASHINGTON
CORPORATION
FOR: THE RIGHT TO CONSTRUCT, OPERATE, MAINTAIN, REPAIR REPLACE ANDENLARGE AND UNDERGROUND ELECTRIC TRANSMISSION AND/OR
DISTRIBUTION SYSTEMAFFECTS: AS DESCRIBED THEREIN.
(10' WIDE CENTERED ON EXISTING FACILITIES - NOT PLOTTED)
EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:
RECORDING DATE: APRIL 28, 1980RECORDING INFORMATION: 8004280537
IN FAVOR OF: CITY OF RENTON
FOR: PUBLIC UTILITIES (INCLUDING WATER AND SEWER)AFFECTS: AS DESCRIBED THEREIN
(SHOWN HEREON)
RESTRICTIONS, CONDITIONS, DEDICATIONS, NOTES, EASEMENTS AND
PROVISIONS, IF ANY, AS CONTAINED AND/OR DELINEATED ON THE FACE OFTHE TUKWILA SHORT PLAT NO. 88-3-SS RECORDED NOVEMBER 18, 1988 AS
RECORDING NO. 8811180199, IN KING COUNTY, WASHINGTON.(SHOWN HEREON)
EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:RECORDING DATE: JANUARY 10, 1989
RECORDING INFORMATION: 8901101394IN FAVOR OF: NICK SCIOLA, JR. AND PATRICIA ANN SCIOLA, HUSBAND AND
WIFE
FOR: SEWER PURPOSESAFFECTS: AS DESCRIBED THEREIN.
(SHOWN HEREON)
EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:
RECORDING DATE: JANUARY 10, 1989RECORDING INFORMATION: 8901101395
IN FAVOR OF: NICK SCIOLA, JR. AND PATRICIA ANN SCIOLA, HUSBAND ANDWIFE
FOR: STORM DRAINAGE PURPOSES
AFFECTS: AS DESCRIBED THEREIN(SHOWN HEREON)
EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:
RECORDING DATE: JANUARY 10, 1989
RECORDING INFORMATION: 8901101395IN FAVOR OF: NICK SCIOLA, JR. AND PATRICIA ANN SCIOLA, HUSBAND AND
WIFEFOR: ACCESS AND UTILITY PURPOSES
AFFECTS: AS DESCRIBED THEREIN.
(NOT PLOTTED - "AREA IMMEDIATELY ADJACENT TO" STORM DRAINAGEEASEMENT FOR CONSTRUCTION AND MAINTENANCE)
THE TERMS, PROVISIONS AND EASEMENT(S) CONTAINED IN THE DOCUMENT
ENTITLED "AGREEMENT FOR ACCESS AND UTILITY EASEMENT" RECORDED
JANUARY 10, 1989 AS RECORDING NO. 8901101396 OF OFFICIAL RECORDS.(SHOWN HEREON)
THE TERMS, PROVISIONS AND EASEMENT(S) CONTAINED IN THE DOCUMENT
ENTITLED "AGREEMENT FOR RECIPROCAL PARKING AND ACCESS
EASEMENT" RECORDED JANUARY 10, 1989 AS RECORDING NO. 8901101397OF OFFICIAL RECORDS.
(SHOWN HEREON)
EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:
RECORDING DATE: JULY 03, 1990RECORDING INFORMATION: 9007031149
IN FAVOR OF: NICK SCIOLA AND PATRICIA ANN SCIOLA, HUSBAND AND WIFEFOR: DRAINAGE
AFFECTS: AS DESCRIBED THEREIN.
(SHOWN HEREON)
EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:RECORDING DATE: FEBRUARY 21, 1991
RECORDING INFORMATION: 9102211113
IN FAVOR OF: CITY OF RENTON, A MUNICIPAL CORPORATIONFOR: PUBLIC UTILITIES (INCLUDING WATER AND SEWER) WITH NECESSARY
APPURTENANCESAFFECTS: AS DESCRIBED THEREIN.
(SHOWN HEREON)
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)
MATTERS OF TITLE
PARCEL A :
LOT B, CITY OF TUKWILA SHORT PLAT NO. 88-3-SS AS RECORDED NOVEMBER
18, 1988 UNDER RECORDING NO. 8811180199, 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. 8811180199, RECORDS OF KING COUNTY, STATE OF
WASHINGTON.
THE FOLLOWING IS A METES AND BOUNDS LEGAL DESCRIPTION OF THESUBJECT 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 181) AND THE NORTH LINE OF THE SOUTH
480.00 FEET OF THE NORTH HALF OF SAID NORTHWEST QUARTER OF
SECTION 36;
THENCE SOUTH 88°22'12" 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°37'48" WEST 306.00 FEET, TO THE POINT OF BEGINNING.
WASHINGTON COORDINATE SYSTEM, NAD83(2011), NORTH ZONE,
DERIVED FROM WRSN REFERENCE NETWORK - ACCEPTED THE CALCULATED
BEARING OF N 88°36'34" W, BETWEEN POINTS ALONG THE CENTERLINE OFSW 43RD ST, BASED ON FOUND MONUMENTS IN CASE.
NAVD88 - ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVED FROM
INFORMATION PROVIDED BY CITY OF KIRKLAND SURVEY CONTROLDATABASE.
POINT ID NO. 3537 - 3" BRASS DISK, SET FLUSH WITH CONCRETESIDEWALKSTAMPED WITH THE AGENCY. FROM THE INTERSECTION OF WEST
VALLEY HIGHWAY AND S 180TH ST, GO WEST TO THE INTERSECTION WITH S180TH 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
SURVEYOR'S NOTES
1. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A
SURVEY MADE IN JULY 2019 AND CAN ONLY BE CONSIDERED ASINDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.
2. INSTRUMENTATION FOR THIS SURVEY WAS A 3-SECOND LEICA TS16ROBOTIC TOTAL STATION AND/OR LEICA GS16 GPS RECEIVER.
PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SETBY WAC 332-130-090.
3. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUNDOBSERVATIONS AND AS-BUILT PLANS WHERE AVAILABLE. ACTUAL
LOCATIONS OF UNDERGROUND UTILITIES MAY VARY AND UTILITIES NOTSHOWN ON THIS SURVEY MAY EXIST ON THIS SITE.
4. SUBJECT PROPERTY TAX PARCEL NO. 3623049062.
5. APPROXIMATE SUBJECT PROPERTY AREA IS:113,336± S.F. (2.6018± ACRES)
6. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTEDFROM FIRST AMERICAN TITLE INSURANCE COMPANY'S "SUBDIVISION
GUARANTEE", ORDER NO. NCS-967049-MIA, DATED JUNE 20, 2019. INPREPARING 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 THANTHOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED
ALTA COMMITMENT FOR TITLE INSURANCE. BBA LAND SURVEYING HASRELIED WHOLLY ON FIRST AMERICAN TITLE INSURANCE COMPANY'S
REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS
SURVEY AND BBA LAND SURVEYING QUALIFIES THE MAP'S ACCURACYAND 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. 53033C0978 F,WITH AN EFFECTIVE DATE OF MAY 16, 1995 FOR COMMUNITY NO.
530091, IN KING COUNTY, STATE OF WASHINGTON, WHICH IS THECURRENT FLOOD INSURANCE RATE MAP FOR THE COMMUNITY IN WHICH
THE PROPERTY IS SITUATED.
8. SUBJECT PROPERTY IS ZONED "C/LI", PRESENT USE IS SERVICE BUILDING.
SETBACK REQUIREMENTS:
FRONT = 25', SECOND FRONT 12.5', SIDE = 5', REAR = 5'
MAXIMUM BUILDING HEIGHT: 4 STORIES OR 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 ALTA/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 TRUCKPARKING 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 STREETOR 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 ONWHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016
MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LANDTITLE 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 JULY5, 2019.
MARK A. BORYS PLS# 46876 DATE
GRAPHIC SCALE
0
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26.0
26.3
25.6
24.624.8
24.9
25.
0
25.024.924.924.8
24
.
8
24.7
27.0
27.5
27.127.227.027.3
27.6
25.1
25.3
27.327.1
25.6
27.1
26.6
27.7
28.7
28.9
29.7
33.
2
24.
2 24
.
2
24.7 25.0
25.525.3 25.3 25.4 25.
8 26.1
26.5
25.6
25.6 33.4
25.3
25.3
25.4
24.9
25.2 25.3
25.3 25.3 25.5
25.1
25.1
25.7
26.6
24.3
21.0
25.2
25
.1
25.0
24.9 24.8 24.6
24.9
25.4
26.1
26.2
25.4
25.8
25.5
26.0
20.8
26.2
25.7
26.6
26.6
25
.
4
26.
5
27.1
26.5
26.2
26.4
27.4
26.
5
27.4
26.
0
26.2
26.5
27.6
26.7
25.
8
30.9
27.0
31.2
30.
5
32.4
31.3
32.4
32.4
26.0
26.
0
26.5
26.16
26.32
26.21
26.19
26.55
27.4
27.3
26.1
3
24
.
5
X
X
X X X X X X
X
X
X
X
X
X
X
X
XXXX
X
X
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X
san san san
wm
wm
wm
wm
wm
wm
wm
X X X
X X
6" FIR
8" MAP
18" CW
22" CW
18" PINE8" PINE
8" PINE
16" PINE
18" PINE
10" PINE
10" PINE14" PINE20" CW
8",10" CW
12" CW18" CW
12" CW10" CW
10" CW16" CW
20" CW8" CW
12" CW
4" MAP
6" MAP
6" MAP
10" PINE
6" PINE
8" MAP
14" CW
10" PINE 8" PINE(DEAD)
6" PINE(DYING)
14" PINE
10" PINE(DYING)
8" PINE(DYING)
8",12"&24" CW
12" PINE(DYING)12" PINE 12" PINE14" PINE
6" PINE
12" PINE
8" PINE
6" PINE
8" BIR
14" FIR
22" PINE
26" PINE(DEAD)18" PINE20" PINE
28" PINE
16" PINE
22" PINE22" PINE18" PINE
18" PINE
18" FIR 18" OAK
24" CW 6" CW 12" CW
16" CW
10" MAP
8" PINE
10" PINE
10" PINE 10" PINE 8" PINE 8" PINE 12" PINE 12" PINE
14" PINE
6" CW
18" CW
6" PINE
10" PINE
8" PINE
12" PINE
16" PINE
8" PINE
10" PINE
8" PINE10" PINE 10" PINE 8" PINE 8" PINE
14" PINE
8" PINE
10" PINE
12" PINE
8" PINE
6" PINE
10" PINE
22" CW
12" CW
6" CW 8" CW
6" CW
6" PINE 8" PINE 12" CW
16" CW
8" PINE
N 88°22'12" W 362.14' (362.36' DEED)
N
0
1
°
3
7
'
4
8
"
E
3
0
6
.
0
0
'
D
E
E
D
N 88°22'12" W
378.62' (378.39' DEED)
(N LINE OF S 408' OF N 1/2
OF NW 1/4 OF SEC. 36-23-4)
N
0
1
°
2
7
'
1
2
"
W
3
0
6
.
4
4
'
D
E
E
D
N 88°22'12" W 573.59'
533.49'
W
V
A
L
L
E
Y
H
W
Y
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ELEC.TRANSFORMER
ELEC.TRANSFORMER
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CO
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ELEC.TRANSFORMER
st
IE(W)=25.96'4"PVC
IE(E)=25.94'4"PVC
ga
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s
IE(NE)=22.66' 12"CMP(END NOT FOUND)
VENT
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oh
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CB T-1RIM=32.76'IE(N)=31.08' 8"IP
CB T-1RIM=32.87'IE(N/S)=30.87' 8"IP
CB T-1RIM=32.98'IE(S)=30.63' 8"IPIE(W)=29.73' 8"IP
st
st
CB T-1RIM=27.87'IE(E)=23.37' 12"CPPIE(W)=23.17' 12"CPP
CB T-1RIM=26.46'IE(E)=23.36' 12"CPP(END NOT FOUND)
IE(W)=23.66' 12"CPP
WATER LEVEL=23.71'
SMHRIM=27.63'IE(E)=19.13' 8"PVCIE(SW)=19.33' 6"PVCIE(NW)=19.37' 6"PVC
st
st
st
san san
s
a
n
s
a
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san
BUILDING
VENT
wm
22
2
6
26
26
26
28
28
28
ENTRY ENTRY ENTRY ENTRY
ENTRYENTRYENTRYENTRY
POND
IE(SE)=21.32'12"CMP (UNDER WATER & MUD)
POND
ga
s
ga
s
ga
s
ga
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ga
s
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OLY
M
P
I
C
P
I
P
E
L
I
N
E
ITEM 8-PARCEL B,40' JOINT INGRESS, EGRESS AND UTILIITY ESM'T,
REC. NO. 8811180199
&ITEM 12- ACCESS AND UTULITY ESM'T,
REC. NO. 8901101396
40'
-
0
"
ITEM 8 -PARCEL B,40' JOINT INGRESS, EGRESS AND UTILITIES ESM'T, REC.
NO. 8811180199
&ITEM 12 - ACCESS AND UTILITIES ESM'T, REC. NO.
8901101396
40'-
0
"
49'-0"
10' SEWER ESM'T,REC. NO. 8811180199 &
ITEM 9 - SEWER ESM'T,
REC.NO. 8901101394
10
'
-
0
"
ITEM 7- 15' PUBLIC UTILIITY ESM'T,
REC NO. 8004280537
15
'
-
0
"
ITEM 7- 15' PUBLIC UTILIITY ESM'T,
REC NO. 8004280537
ITEM 16-10' SEWER
ESM'T, REC. NO. 9106191617
10'-0"
18
'
-
0
"
ITEM 7 - 15' PULBIC UTILITIES ESM'T, REC. NO.
8004280537
15'-
0
"
ITEM 7 - 15' PULBIC UTILITIES ESM'T, REC. NO.
9102211113
15'
-
0
"
10
'
-
0
"
ITEM 3 - 15' PULBIC UTILITIES ESM'T, REC. NO.7110050390
15'-0"
26
P
.
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&
L
.
T
R
A
N
S
M
I
S
S
I
O
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L
I
N
E
15'-0"
SMHRIM=27.08'IE(W)=15.18' 8"PVCIE(N)=14.82' 8"IPIE(S)=14.98' 8"IPIE(E)=14.57' 10"IP
sa
n
sa
n
sa
n
sa
n
sa
n
sa
n
sa
n
sa
n
sa
n
SMHRIM=27.32'IE(N)=16.79' 8"IPIE(S)=16.89' 8"IPIE(W)=17.07' 8"IP
san san san san
san
wm wm wm wm wm wm wm wm wm
BUILDING HT=26.3'
BUILDING HT=23.7'
27.25
27.27
FF
=
2
7
.
7
1
'
FF=27.61'
FF=27.75'
FF
=
2
7.81
'
FF
=
2
7
.
7
9
'
FF
=
2
7
.
8
0
'
FF
=
2
7
.
7
2
'
FF
=
2
7
.
8
6
'
FF
=
2
7
.
7
1
'
FF
=
2
7
.
8
6
'
FF
=
2
7
.
9
2
'
FF=27.88'
26.76
26.7 26.2 26.4
RE=53.8
9
'
RE=45.39'
RE=51.39'
CO
CO
TR
A
F
F
I
C
F
L
O
W
TR
A
F
F
I
C
F
L
O
W
wm
wm
wm
w
m
w
m
w
m
w
m
W
W
W
W W
EXISTING FIRE HYDRANT TO REMAIN
EXISTING FIRE HYDRANT TO REMAIN
EXISTING 12" GV IN MANHOLE
EXISTING 12" GV IN MANHOLE.
REF. STA 00+00 ON SHEET PP-1
SP-1
OV
E
R
A
L
L
S
I
T
E
P
L
A
N
SYMBOLS LEGEND
PROPERTY LINE
EXISTING CONCRETE TO REMAIN
EXISTING TO REMAIN
EXISTING PARKING STRIPE TO REMAIN
EXISTING CONCRETE TO BE SAWCUT AND REMOVED
EXISTING TO BE REMOVED
PROPOSED CONCRETE PAVEMENT
PROPOSED CONCRETE TANK PAD
PROPOSED
ABBREVIATIONS:
AST ABOVEGROUND STORAGE TANK
DEF DIESEL EXHAUST FLUID
DW DOUBLE WALL
FE FIRE EXTINGUISHER
MAX MAXIMUM
MIN MINIMUM
O.C. ON CENTER
TYP TYPICAL
UST UNDERGROUND STORAGE TANK
VIF VERIFY IN FIELD
SCALE : 1/32" = 1'-0"
OVERALL SITE PLAN
SP-1
1
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INFINITY ENGINEERING
GROUP, LLC
1208 East Kennedy Boulevard
Suite 230
Tampa, Florida 33602
[p]: 813.434.4770[f]: 813.445.4211
www.iegroup.net
Date
RICHARD HERNANDEZ, P.E.
WA REG. NO. 50841
JP NS
RY
D
E
R
T
U
K
W
I
L
A
L
C
-
0
5
4
9
Cert. of Auth. No. 603-536-314
SITE DATA
SITE ADDRESS 17850 WEST VALLEY HWY
TUKWILA, WA 98188
PARCEL NUMBER 362304-9062
OWNER'S NAME RYDER TRUCK RENTAL INC
OWNER'S ADDRESS PO BOX 025719
MIAMI, FLORIDA 33102
LEGAL DESCRIPTION
PARCEL B OF CITY OF TUKWILA SHORT PLAT NO 88-3-SS RECORDING NO
8811180199 SD SHORT PLAT DAF -POR OF GOV LOT 2 & OF NE 1/4 OF NW 1/4 -
BEG INTSN OF E MGN OF WEST VALLEY HWY SR 181 & A LN 480FT N OF & PLT
MEAS AT R/A TO C/L OF S 180TH ST SW 43RD ST TH S 88-21-00 E TO W MGN OF
PUGET SOUNDPOWER & LIGHT TRANS LN R/W PUGET SOUND ELECTRIC R/W
THENCE N 01-26-00 W 306.44 FT M/L TAP OFINTSN WITH A LN 786 FT N OF & PLW
C/L OF S 180TH ST TH N 88-21-00 W TO E MGN OF WEST VALLEY HWYSR 181 TH
S 02-26-02 E 306.78 FT M/L TO POB
WORK
AREA
D
D
D
D
D
99
26.5
7 26.5
3
26.5
3
26.5
8
26.55
26.5
5
26.
5
1
26.4
9
26.8
7
2
7
.
2
2
2
7
.
2
4
27.26
27
.
1
8
26.7
026.8
0
26.7
1
26.6
3
26.9
8
27
.
0
7
26.
5
9
2
727.4
5
2
7
.
4
7
27
.
5
0
27
6
5
27.9
1
27.63
27.
6
5
28.2
3
27.6
3
27.5
0
27.6
3
27.4
6
26.8
2
26.
8
5
26
.
9
0
26
.
8
7
26.8
2
26.7
8
26.79 26.8
626.8
1
26.
3
6
26.93
26.4
4
26.9
0
26
.
5
5
26
.
8
8
27
27.5
227.5
0
27.45
26
.
5
8
26.53
26.78
26.8
7
27.10
27.2
8
26.
5
5
26.25
26.9
8
26.8
2
2
6
.
8
3
26
.
9
6
26.9
1
26.82
26.8
0
26.89
2
6
.
8
9
2
6
.
6
6
26.64
2
6
.
8
7
26
.
8
1
26.
7
6
26.87
26.96
26.99 27.0
0
27
.
0
4
2
7
.
0
7
27.0
4
26.8
9
28.3
2
27.8
7
27.8
6
28.29
28
.
3
1
27.8127.8
2
28
.
3
2
27.8
7
27.9028.32
2
8
.
3
2
27
.
8
4
28.32
28.0
4
27.7
327.6928.0
5
28
.
0
3
27.
7
1
28.
1
0
27.6927.6928
.
0
9
28.0927.7
1
27.6428.00
28.00
27.61
28
.
0
3
27.58
27
.
6
1
28.17
27.80
27.7
9
28.2
0
28.21
27
.
7
7
28.
2
5
27.
7
8
27.79
28.2
528
.
2
4
27.8
0
27.7
2
27
.
8
6
27.8
3
27
.
7
0
27.63
27.69
27.8
2
27.78
27
.
8
2
2
7
.
8
2
27
.
8
7
27.79
27.9
3
27.9
5
27.9
0
27.90
27.64
27.69
27.53
27
.
5
5
27.53
27.52
27.6
8
27.9
4
27
.
6
7
27.9
9
27
.
6
8
28.3
9
27
.
8
5
28.4
0
27.83
27.8328.3
8
2
8
.
4
0
28.3927.83
27
.
7
9
28.3
7
28.
3
9
27.8
0
27.84
27.5
27.4
27.4
27.2
26.9
26.7
37.7
25.9
24.9
2
30
.
6
27.6
27.8
27.8
27
.
8
27.8
27.9
27.7
26.11 26.05
27.37
27.31 27
.
3
7
27.5
3 27.5
5
27.5
7
27.8
6
27.6
7
27.5
5
27.71
27.62
27.5
9
27
.
1
9
27.49 27.5
8
27.6
0
27.5
0
27.5
7
27.5
6
2
7
.
5
7
27.
5
7
27.68
26.74
26.8
9
26.79
26.78 26.70
26.
5
8
26.59 26.52
26.5
5
26.90
26.6
1
26.61 26.62
27.0
9
26.9
9
26.4
5
26
.
4
5
26.4
9
26
.
4
1
26
.
3
4
26.4
6
26.50
26.47
26.70
26.73
26.38
26.
2
2
25.9 25.8
2
6
.
0
26
.
5 26.2
25.6
26.2
25
.
5
24.2 24.3
24.1 24.1
23.6
23
2
6
.
1
2
6
.
0
25
.
6
26.5
26.526.226
.
0
26
.
0
26
.
3
25.6
2
5
.
1
26.0
25.7
26
.
0
26.2
26.5
27.6
26.1
6
26.3
2
26.21
26.1
9
26.55
27
.
4
27.3
26
.
1
3
2
4
.
5
XXXXXXXXXX
X
X
X
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san san san san san san san san san san
X X X X X X X X X
(DYING)
"&24" CW
NE(DYING)12" PINE 12" PINE14" PINE
6" PINE
12" PINE
8" PINE
6" PINE
8" P10" PINE
8" PINE
6" PINE
10" PINE
N 88°22'12" W 362.14' (362.36' DEED)
CO
N
T
A
I
N
E
R
IE(W)=25.96'
4"PVC
IE(E)=25.94'
4"PVC
VENT
wm
san san san
28
2
8
ENTRY ENTRY ENTRY
ENTRYENTRYENTRY
stwm
wm
wm
10' SEWER ESM'T,
REC. NO. 8811180199 &
ITEM 9 - SEWER ESM'T,
REC.NO. 8901101394
10
'
-
0
"
ITEM 7 - 15' PULB
9102211113
15
'
-
0
"
10
'
-
0
"
san san san san san san san san san san san san
wm wm wm
BUILDING HT=23.7'
F
F
=
2
7
.
8
1
'
F
F
=
2
7
.
7
9
'
F
F
=
2
7
.
8
6
'
F
F
F
=
2
7
.
9
2
'
FF=27.88'
RE=45.39'
RE=51.39'
CO
CO
D
D
D
wm
wm
wm
wm
wm
wm
wm
wm
wm
wm
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
w
m
EXISTING 12" WATER MAIN
TO BE ABANDONED IN PLACE
EXISTING 15'-0" UTILITY EASEMENT TO
BE RELOCATED TO NEW WATER MAIN
EXISTING 12" WATER
MAIN TO REMAIN
EXISTING 12" WATER MAIN
TO BE ABANDONED IN PLACE
EXISTING 15'-0" UTILITY EASEMENT TO
BE RELOCATED TO NEW WATER MAIN
6'
-
6
"
5'
-
0
"
84'-7"5'-0"3'-11"
12
8
'
-
4
"
ASPHALT TO BE REMOVED
EXISTING 1" POWER LINE
BURIED 24" BELOW GRADE
EXISTING 12" WATER MAIN
PORTION TO BE REMOVED
AS SHOWN IN TRENCH
EXISTING 8" SANITARY LINE TO REMAIN
EXISTING 6" SANITARY LINE TO REMAIN
PROPOSED PRODUCT PIPING LINE
AND ELECTRICAL CONDUITS
SUBMITTED BY SEPARATE PERMIT
00+00
01+00
02+00
EXISTING 12" GV IN MH
SET AS STA 00+00
EXISTING FIRE
HYDRANT TO
REMAIN
3'-0"
SP-2
DE
M
O
L
I
T
I
O
N
P
L
A
N
SYMBOLS LEGEND
PROPERTY LINE
EXISTING CONCRETE TO REMAIN
EXISTING TO REMAIN
EXISTING PARKING STRIPE TO REMAIN
EXISTING CONCRETE TO BE SAWCUT AND REMOVED
EXISTING TO BE REMOVED
EXISTING WATER MAIN TO BE ABANDONED IN PLACE
EXISTING 15' UTILITY EASEMENT TO BE RELOCATED
ABBREVIATIONS:
AST ABOVEGROUND STORAGE TANK
DEF DIESEL EXHAUST FLUID
DW DOUBLE WALL
FE FIRE EXTINGUISHER
MAX MAXIMUM
MIN MINIMUM
O.C. ON CENTER
TYP TYPICAL
UST UNDERGROUND STORAGE TANK
VIF VERIFY IN FIELD
SCALE : 1/8" = 1'-0"
DEMOLITION PLAN
SP-2
1
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INFINITY ENGINEERING
GROUP, LLC
1208 East Kennedy Boulevard
Suite 230
Tampa, Florida 33602
[p]: 813.434.4770[f]: 813.445.4211
www.iegroup.net
Date
RICHARD HERNANDEZ, P.E.
WA REG. NO. 50841
JP NS
RY
D
E
R
T
U
K
W
I
L
A
L
C
-
0
5
4
9
Cert. of Auth. No. 603-536-314
NOTE:
CONTRACTOR TO FIELD VERIFY DEMO AREA AND BID ACCORDINGLY
N
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MATCH LINE A-A'MATCH LINE A-A'
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.
26.8
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X X X X X X X X X X X X X X
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X
X
" CW
16" CW
10" MAP
8" PINE
10" PINE
10" PINE 10" PINE 8" PINE
8" PINE
6" PINE 8" PINE
N 88°22'12" W
378.62' (378.39' DEED)
(N LINE OF S 408' OF N 1/2
OF NW 1/4 OF SEC. 36-23-4)
XX
VENT
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26
ENTRY ENTRY ENTRY
18
'
-
0
"
ITEM 7 - 15' PULBIC UTILITIES ESM'T, REC. NO.
8004280537
15
'
-
0
"
26
BUILDING HT=23.7'
F
F
=
2
7
.
7
1
'
F
F
=
2
7
.
8
6
'
F
F
=
2
7
.
9
2
'
FF=27.88'
TR
A
F
F
I
C
F
L
O
W
TR
A
F
F
I
C
F
L
O
W
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EXISTING 12" WATER
MAIN TO REMAIN
EXISTING 12" WATER MAIN
TO BE ABANDONED IN PLACE
EXISTING 15'-0" UTILITY EASEMENT TO
BE RELOCATED TO NEW WATER MAIN
33
'
-
1
"
REMOVE EXISTING
12" 45 DEGREE BEND
STA: 03+05
03+00
04+00
EXISTING FIRE
HYDRANT TO REMAIN
EXISTING 12" GV IN MH
TO REMAIN
SP-2.1
DE
M
O
L
I
T
I
O
N
P
L
A
N
SYMBOLS LEGEND
PROPERTY LINE
EXISTING CONCRETE TO REMAIN
EXISTING TO REMAIN
EXISTING PARKING STRIPE TO REMAIN
EXISTING CONCRETE TO BE SAWCUT AND REMOVED
EXISTING TO BE REMOVED
EXISTING WATER MAIN TO BE ABANDONED IN PLACE
EXISTING 15' UTILITY EASEMENT TO BE RELOCATED
ABBREVIATIONS:
AST ABOVEGROUND STORAGE TANK
DEF DIESEL EXHAUST FLUID
DW DOUBLE WALL
FE FIRE EXTINGUISHER
MAX MAXIMUM
MIN MINIMUM
O.C. ON CENTER
TYP TYPICAL
UST UNDERGROUND STORAGE TANK
VIF VERIFY IN FIELD
SCALE : 1/8" = 1'-0"
DEMOLITION PLAN
SP-2.1
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INFINITY ENGINEERING
GROUP, LLC
1208 East Kennedy Boulevard
Suite 230
Tampa, Florida 33602
[p]: 813.434.4770[f]: 813.445.4211
www.iegroup.net
Date
RICHARD HERNANDEZ, P.E.
WA REG. NO. 50841
JP NS
RY
D
E
R
T
U
K
W
I
L
A
L
C
-
0
5
4
9
Cert. of Auth. No. 603-536-314
NOTE:
CONTRACTOR TO FIELD VERIFY DEMO AREA AND BID ACCORDINGLY
N
wm
MATCH LINE A-A'MATCH LINE A-A'
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.
D
D
D
D
D
99
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XXXXXXXXXX
X
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X X X X X X X X X
(DYING)
"&24" CW
NE(DYING)12" PINE 12" PINE14" PINE
6" PINE
12" PINE
8" PINE
6" PINE
8" P10" PINE
8" PINE
6" PINE
10" PINE
N 88°22'12" W 362.14' (362.36' DEED)
CO
N
T
A
I
N
E
R
IE(W)=25.96'
4"PVC
IE(E)=25.94'
4"PVC
VENT
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san san san
28
2
8
ENTRY ENTRY ENTRY
ENTRYENTRYENTRY
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10' SEWER ESM'T,
REC. NO. 8811180199 &
ITEM 9 - SEWER ESM'T,
REC.NO. 8901101394
10
'
-
0
"
ITEM 7 - 15' PULB
9102211113
15
'
-
0
"
10
'
-
0
"
san san san san san san san san san san san san
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BUILDING HT=23.7'
F
F
=
2
7
.
8
1
'
F
F
=
2
7
.
7
9
'
F
F
=
2
7
.
8
6
'
F
F
F
=
2
7
.
9
2
'
FF=27.88'
RE=45.39'
RE=51.39'
CO
CO
D
D
D
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m
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w
m
w
m
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w
m
w
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w
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w
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W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W W W W W W
EXISTING 12" WATER MAIN
ABANDONED IN PLACE
RELOCATED 15'-0" UTILITY EASEMENT
CONNECTION POINT TO
EXISTING 12" WATER
MAIN TO REMAIN
STA: 00+52
EXISTING 12" WATER MAIN
ABANDONED IN PLACE
6'
-
6
"
5'
-
0
"
82'-0"5'-0"3'-11"
12
8
'
-
4
"
NEW
CONCRETE
PAVEMENT
10'-0"5'-0"
± 64 LF NEW 12" D.I. WATER MAIN -
BURY 54" BELOW GRADE (TYPICAL)
NEW 12" GV (MJ x MJ)
STA: 02+00
45 DEGREE BEND (MJ) W/
90 DEGREE BEND (MJ) W/
CONCRETE BLOCKING
STA: 01+37
CONFLICT POINT W/ 1" POWER
LINE BURIED 24" BELOW GRADE
PROVIDE 12" SEPARATION
STA: 00+57
CONFLICT POINT W/ EXISTING
8" SANITARY LINE
IE = 16.58
STA: 01+68
PROVIDE 12" SEPARATION
CONFLICT POINT W/ PROPOSED PRODUCT PIPING AND
ELECTRICAL POWER CONDUITS BY SEPARATE PERMIT
IE = 25.50 STA: 01+70 AND PROPOSED INTRINSICALLY SAFE
AND COMMUNICATION COUNDUITS IE = 24.50 STA: 01+70.
PROVIDE 12" SEPARATION
CONFLICT POINT W/ EXISTING
6" SANITARY LINE
IE = 20.77
STA: 02+09
PROVIDE 12" SEPARATION
00+00
01+00
02+00
EXISTING 12" GV IN MH
SET AS STA 00+00
EXISTING FIRE
HYDRANT TO
REMAIN
±85 LF NEW 12" D.I.
WATER MAIN - BURY 54"
BELOW GRADE (TYP)
± 62 LF NEW 12" D.I. WATER MAIN -
BURY 54" BELOW GRADE (TYPICAL)
5'-7"
SP-3
UT
I
L
I
T
Y
S
I
T
E
P
L
A
N
SYMBOLS LEGEND
PROPERTY LINE
EXISTING CONCRETE TO REMAIN
EXISTING TO REMAIN
EXISTING CURBING TO REMAIN
EXISTING PARKING STRIPE TO REMAIN
EXISTING CONCRETE TO BE SAWCUT AND REMOVED
EXISTING TO BE REMOVED
PROPOSED CONCRETE PAVEMENT
PROPOSED CONCRETE TANK PAD
PROPOSED
PROPOSED 12" D.I. WATER MAIN
PROPOSED EASEMENT
EXISTING WATER MAIN (ABANDONED IN PLACE)
ABBREVIATIONS:
AST ABOVEGROUND STORAGE TANK
DEF DIESEL EXHAUST FLUID
DW DOUBLE WALL
FE FIRE EXTINGUISHER
MAX MAXIMUM
MIN MINIMUM
O.C. ON CENTER
TYP TYPICAL
UST UNDERGROUND STORAGE TANK
VIF VERIFY IN FIELD
SCALE : 1/8" = 1'-0"
UTILITY SITE PLAN
SP-3
1
N
W
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1
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/
2
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2
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AS
S
H
O
W
N
INFINITY ENGINEERING
GROUP, LLC
1208 East Kennedy Boulevard
Suite 230
Tampa, Florida 33602
[p]: 813.434.4770[f]: 813.445.4211
www.iegroup.net
Date
RICHARD HERNANDEZ, P.E.
WA REG. NO. 50841
JP NS
RY
D
E
R
T
U
K
W
I
L
A
L
C
-
0
5
4
9
Cert. of Auth. No. 603-536-314
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 SERVICE (TO PROPERTY LINE)
AND COORDINATE INSTALLATION OF SERVICE WITH TELEPHONE OPERATIONS.
6. 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
CITY/TOWNS 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.
MATCH LINE MATCH LINE
STA: 02+60STA: 02+60
26.8
0
26.2
9
25.96
26.
0
0
25.5
7
25.
4
6
25.4
8
0
26.6
6
26.7
3
26.8
5
26.1
4
25.9
2
25.94
25.7
6
25.7
2
26.0
3
26.8
5
26.8
1
25.8
7
25.4
9
25
.
5
5
25.3
0
25.4
6
25.
6
0
27.14
27.3
6 27.1
7
26.3
6
25.
5
5
25.4
5
25.3
2
25.4
9
25.5
4
26.4
8
27.2
8
25
.
7
5
25
.
1
3
25.3
0
27.63
27.
6
5
28.2
3
27.6
3
27.5
0
27.6
3
27.4
6
26.6
5
26.4
7
27.1
3
27.1627.0
1
26.14
25.8
6
25.5
7
26
.
1
0
26
.
0
8
26.05
25.9
5
25.79 25.78 25.71 25.67
25
.
6
1
25.4
4
26.0
7
26.35
26.33 26.2
6
26
.
2
8
26.31
27
.
4
5
27.5
227.5
0
27.45
25.7
9
25.65
27
.
7
0
27.63
27
.
8
2
2
7
.
8
2
27.79
27.75 27.
7
9
26.3
8
27.6
8
27.9
4
27
.
6
7
27.9
9
27
.
6
8
2
6
.
2
2
6
.
1
27.6
27.7
25.67
25.67
25.63
25
.
5
9
27.
5
7
27
.
5
9
27
.
6
7
27.
6
6
27.73
27.6
7
27.5
5
27.71
27.62
27.5
9
27
.
1
9
27.49 27.5
8
27.6
0
25.6
6
25.84
2
5
.
8
6
25.7
9
25.77
25.6
325.7
0
25.8
3
25
.
7
7
25.5
0 25.
4
4
25.
3
6
25.
4
0
25.10 25.2
0
25
.
0
3
26.1
26.5
25.
6
25.6
33.4
25.3
25.3
25.4
24.9
25.2
25
2
6
.
7
25
.
8
26
.
0
26
.
0
26.5
27
.
4
27.3
X X X X X X X X X X X X X
ueueueueueueueueueueue
ue ue
ue
X X X
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10" MAP
8" PINE
10" PINE
10" PINE 10" PINE 8" PINE
8" PINE
6" PINE 8" PINE
N 88°22'12" W
378.62' (378.39' DEED)
(N LINE OF S 408' OF N 1/2
OF NW 1/4 OF SEC. 36-23-4)
XX
VENT
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26
ENTRY ENTRY ENTRY
18
'
-
0
"
ITEM 7 - 15' PULBIC UTILITIES ESM'T, REC. NO.
8004280537
15
'
-
0
"
26
BUILDING HT=23.7'
F
F
=
2
7
.
7
1
'
F
F
=
2
7
.
8
6
'
F
F
=
2
7
.
9
2
'
FF=27.88'
TR
A
F
F
I
C
F
L
O
W
TR
A
F
F
I
C
F
L
O
W
wm
wm
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wm
wm
wm
wm
wm
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W
W
W
W
W
W
W
CONNECTION POINT TO
EXISTING 12" WATER
MAIN TO REMAIN
STA: 02+94
EXISTING 12" WATER MAIN
ABANDONED IN PLACE
33
'
-
1
"
45 DEGREE BEND (MJ) W/
CONCRETE BLOCKING
STA: 02+62
03+00
04+00
EXISTING FIRE
HYDRANT TO REMAIN
EXISTING 12" GV IN MH
TO REMAIN
± 62 LF NEW 12" D.I. WATER MAIN -
BURY 54" BELOW GRADE (TYPICAL)
± 32 LF NEW 12" D.I. WATER MAIN -
BURY 54" BELOW GRADE (TYPICAL)
N
W
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INFINITY ENGINEERING
GROUP, LLC
1208 East Kennedy Boulevard
Suite 230
Tampa, Florida 33602
[p]: 813.434.4770[f]: 813.445.4211
www.iegroup.net
Date
RICHARD HERNANDEZ, P.E.
WA REG. NO. 50841
JP NS
RY
D
E
R
T
U
K
W
I
L
A
L
C
-
0
5
4
9
Cert. of Auth. No. 603-536-314
SP-3.1
UT
I
L
I
T
Y
S
I
T
E
P
L
A
N
SYMBOLS LEGEND
PROPERTY LINE
EXISTING CONCRETE TO REMAIN
EXISTING TO REMAIN
EXISTING CURBING TO REMAIN
EXISTING PARKING STRIPE TO REMAIN
EXISTING CONCRETE TO BE SAWCUT AND REMOVED
EXISTING TO BE REMOVED
PROPOSED CONCRETE PAVEMENT
PROPOSED CONCRETE TANK PAD
PROPOSED
PROPOSED 12" D.I. WATER MAIN
PROPOSED EASEMENT
EXISTING WATER MAIN (ABANDONED IN PLACE)
ABBREVIATIONS:
AST ABOVEGROUND STORAGE TANK
DEF DIESEL EXHAUST FLUID
DW DOUBLE WALL
FE FIRE EXTINGUISHER
MAX MAXIMUM
MIN MINIMUM
O.C. ON CENTER
TYP TYPICAL
UST UNDERGROUND STORAGE TANK
VIF VERIFY IN FIELD
SCALE : 1/8" = 1'-0"
UTILITY SITE PLAN
SP-3.1
1
MATCH LINE MATCH LINE
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 SERVICE (TO PROPERTY LINE)
AND COORDINATE INSTALLATION OF SERVICE WITH TELEPHONE OPERATIONS.
6. 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
CITY/TOWNS 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.
STA: 02+60STA: 02+60
99
26.5
7 26.5
3
26.5
3
26.5
8
26.55
26.5
5
26.
5
1
26.4
9
26.8
7
2
7
.
2
2
2
7
.
2
4
27.26
27
.
1
8
26.7
026.8
0
26.7
1
26.6
3
0 6.85 26.8
5
26.8
1
27.14
27.3
6 27.1
7
27.2
8
26.9
8
27
.
0
7
26.
5
9
2
727.4
5
2
7
.
4
7
27
.
5
0
27
6
5
27.9
1
27.63
27.
6
5
28.2
3
27.6
3
27.5
0
27.6
3
27.4
6
27.1
3
27.1627.0
1
27
.
4
5
27.5
227.5
0
27.45
26
.
5
8
26.53
26.78
26.8
7
27.10
27.2
8
26.
5
5
26.9
8
26.8
2
2
6
.
8
3
26
.
9
6
26.9
1
26.82
26.8
0
26.89
2
6
.
8
9
2
6
.
6
6
26.64
26
.
8
7
26
.
8
1
26.
7
6
26.87
26.96
26.99 27.0
0
27
.
0
4
27
.
0
7
27.0
4
28.3
2
27.8
7
27.8
6
28.29
28
.
3
1
27.8127.8
2
28
.
3
2
27.8
7
27.9028.32
2
8
.
3
2
27
.
8
4
28.32
28.0
4
27.7
327.6928.0
5
28
.
0
3
27.
7
1
28.
1
0
27.6927.6928
.
0
9
28.0927.7
1
27.6428.00
28.00
27.61
28
.
0
3
27.58
27
.
6
1
28.17
27.80
27.7
9
28.2
0
28.21
27
.
7
7
28.
2
5
27.
7
8
27.79
28.2
528
.
2
4
27.8
0
27.7
2
27
.
8
6
27.8
3
27
.
7
0
27.63
27.69
27.8
2
27.78
27
.
8
2
2
7
.
8
2
27
.
8
7
27.79
27.9
3
27.9
5
27.9
0
27.90
27.64
27.69
27.53
27
.
5
5
27.53
27.52
27.75 27.
7
9
27.6
8
27.9
4
27
.
6
7
27.9
9
27
.
6
8
28.3
9
27
.
8
5
28.4
0
27.83
27.8328.3
8
2
8
.
4
0
28.3927.83
27
.
7
9
28.3
7
28.
3
9
27.8
0
27.84
27.5
27.4
27.4
27.2
26.9
26.7
27.6
27.8
27.8
27
.
8
27.8
27.9
27.7
27.
5
7
27
.
5
9
27
.
6
7
27.
6
6
27.73
27.37
27.31 27
.
3
7
27.5
3 27.5
5
27.5
7
27.8
6
27.6
7
27.5
5
27.71
27.62
27.5
9
27
.
1
9
27.49 27.5
8
27.6
0
27.5
0
27.5
7
27.5
6
27
.
5
7
27.
5
7
27.68
26.5
8
26.90
26.6
1 26.61 26.62
27.0
9
26.9
9
26.47
26.70
26.73
26.
2
2
26.5
27.6
26
.
7
26.1
6
26.3
2
26.21
26.1
9
27
.
4
27.3
CO
N
T
A
I
N
E
R
IE(W)=25.96'
4"PVC
IE(E)=25.94'
4"PVC
VENT
28
2
8
ENTRY ENTRY ENTRY
ENTRYENTRYENTRY
BUILDING HT=23.7'
F
F
=
2
7
.
8
1
'
F
F
=
2
7
.
7
9
'
F
F
=
2
7
.
8
6
'
F
F
=
2
7
.
7
1
'
F
F
=
2
7
.
8
6
'
F
F
=
2
7
.
9
2
'
FF=27.88'
RE=45.39'
RE=51.39'
CO
CO
TR
A
F
F
I
C
F
L
O
W
TR
A
F
F
I
C
F
L
O
W
26.50MEG
26.50MEG
26.55 MEG
26.55MEG
27.45MEG
27.45 MEG
26.70MEG
26.70 MEG SP-4
GR
A
D
I
N
G
P
L
A
N
SYMBOLS LEGEND
PROPERTY LINE
EXISTING CONCRETE TO REMAIN
EXISTING TO REMAIN
EXISTING PARKING STRIPE TO REMAIN
EXISTING CONCRETE TO BE SAWCUT AND REMOVED
EXISTING TO BE REMOVED
PROPOSED CONCRETE PAVEMENT
PROPOSED CONCRETE TANK PAD
PROPOSED
EXISTING GRADE
PROPOSED EDGE OF PAVEMENT ELEVATION (FT)
PROPOSED TOP OF CONCRETE / EDGE OF PAVEMENT
ELEVATION (FT)
PROPOSED SURFACE FLOW
PROPOSED UNEVEN TRANSITION
PROPOSED EVEN TRANSITION
ABBREVIATIONS:
AST ABOVEGROUND STORAGE TANK
DEF DIESEL EXHAUST FLUID
DW DOUBLE WALL
FE FIRE EXTINGUISHER
FFE FINISHED FLOOR ELEVATION
HP HIGH POINT
MAX MAXIMUM
MEG MATCH EXISTING GRADE
MIN MINIMUM
O.C. ON CENTER
TOC TOP OF CURB
TOS TOP OF SLAB
TYP TYPICAL
UST UNDERGROUND STORAGE TANK
VIF VERIFY IN FIELD
SCALE : 1/8" = 1'-0"
GRADING PLAN
SP-4
1
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AS
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N
INFINITY ENGINEERING
GROUP, LLC
1208 East Kennedy Boulevard
Suite 230
Tampa, Florida 33602
[p]: 813.434.4770[f]: 813.445.4211
www.iegroup.net
Date
RICHARD HERNANDEZ, P.E.
WA REG. NO. 50841
JP NS
RY
D
E
R
T
U
K
W
I
L
A
L
C
-
0
5
4
9
Cert. of Auth. No. 603-536-314
CONSTRUCTION NOTE:
CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES BEFORECONSTRUCTION BEGINS. NOTIFY THE EOR IN CASE OF ANY DISCREPANCY.
CONTRACTOR TO ENSURE THE EXISTING DRAINAGE PATTERN FOR THE SITESHALL BE MAINTAINED AT ALL TIMES
N
00.00
00.00
00.00
D
CONC. SLAB1/4" D
CS-1
CI
V
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S
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E
D
E
T
A
I
L
S
SCALE : 1/2" = 1'-0"
CONCRETE DRIVE
CS-1
1
SCALE : 1/2" = 1'-0"
RESERVED
CS-1
5
SCALE : 1/2" = 1'-0"
RESERVED
CS-1
4
SCALE : 1/2" = 1'-0"
RESERVED
CS-1
3
SCALE : 1/2" = 1'-0"
RESERVED
CS-1
6
SCALE : 1/2" = 1'-0"
RESERVED
CS-1
7
SCALE : 1/2" = 1'-0"
RESERVED
CS-1
8
SCALE : 1/2" = 1'-0"
RESERVED
CS-1
11
SCALE : 1/2" = 1'-0"
SECTION AT SAWCUT
CS-1
2
SCALE : 1/2" = 1'-0"
RESERVED
CS-1
10
SCALE : 1/2" = 1'-0"
RESERVED
CS-1
12
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INFINITY ENGINEERING
GROUP, LLC
1208 East Kennedy Boulevard
Suite 230
Tampa, Florida 33602
[p]: 813.434.4770[f]: 813.445.4211
www.iegroup.net
Date
RICHARD HERNANDEZ, P.E.
WA REG. NO. 50841
JP NS
RY
D
E
R
T
U
K
W
I
L
A
L
C
-
0
5
4
9
Cert. of Auth. No. 603-536-314
SCALE : 1/2" = 1'-0"
RESERVED
CS-1
9
6"
EXISTING
CONCRETE PAVEMENT
NEW
6" MIN.
18"
CONTROL JOINT
FORM, PLACE, AND BROOM FINISH
NEW 4,000 PSI CONCRETE SLAB
#5 REBAR DOWEL @ 24" O.C.
(ONLY REQUIRED WHEN ADJACENT
WITH EXISTING CONCRETE PAVEMENT)
6"x6" 6 / 6 W.W.M. OR FIBERMESH
WELL COMPACTED APPROVED
BACKFILL MATERIAL
NOTE:
1. CONTROL JOINT REQUIRED FOR SLAB SIZE MORE THAN 12'-0".
2. CONTROL JOINT (1/4" WIDTH x 2" DEEP) WITHIN 12 HOURS OF POUR
DT-1
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INFINITY ENGINEERING
GROUP, LLC
1208 East Kennedy Boulevard
Suite 230
Tampa, Florida 33602
[p]: 813.434.4770[f]: 813.445.4211
www.iegroup.net
Date
RICHARD HERNANDEZ, P.E.
WA REG. NO. 50841
JP NS
RY
D
E
R
T
U
K
W
I
L
A
L
C
-
0
5
4
9
Cert. of Auth. No. 603-536-314
DT-2
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INFINITY ENGINEERING
GROUP, LLC
1208 East Kennedy Boulevard
Suite 230
Tampa, Florida 33602
[p]: 813.434.4770[f]: 813.445.4211
www.iegroup.net
Date
RICHARD HERNANDEZ, P.E.
WA REG. NO. 50841
JP NS
RY
D
E
R
T
U
K
W
I
L
A
L
C
-
0
5
4
9
Cert. of Auth. No. 603-536-314
00+00
28
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
00+50 01+00 01+50 02+00 02+50
28
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
03+00
EXISTING
GRADE
EXISTING
FIRE HYDRANT
STA: 00+11
-00+50 03+50 04+00 04+50 05+00
EXISTING 12" GV IN MH
SET AS STATION 00+00
TOP ELEV = 22.25
STA: 00+00
EXISTING 12"
WATER MAIN
POINT OF CONNECTION
TO EXISTING WATER MAIN
TOP ELEV = 22.00
STA: 00+52
EXISTING 12"
WATER MAIN
± 85 LF NEW 12" D.I.
WATER MAIN - BURY 54"
BELOW GRADE (TYP)
EXISTING 1" POWER
LINE BURIED 24"
BELOW GRADE
STA: 00+57
90 DEG. BEND
(MJ) W/ CONC
STA: 01+37
EXISTING
FIRE HYDRANT
STA: 04+01
45 DEG. BEND
(MJ) W/ CONC
BLOCKING
STA: 02+62
POINT OF CONNECTION
TO EXISTING WATER MAIN
TOP ELEV = 22.00
STA: 02+94
EXISTING 12" GV IN MH
TOP ELEV = 22.00
STA: 04+33
EXISTING 12"
WATER MAIN
PROPOSED PRODUCT
PIPING AND ELECTRICAL
POWER CONDUITS BY
SEPARATE PERMIT
TOP ELEV = 25.50
STA: 01+70
EXISTING 8"
SANITARY LINE
TOP ELEV = 16.58
STA: 01+68
EXISTING 6"
SANITARY LINE
TOP ELEV = 20.77
STA: 02+09
NEW 12" GV (MJ x MJ)
STA: 02+00
EXISTING 12"
WATER MAIN
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
± 64 LF NEW 12" D.I.
WATER MAIN -
BURY 54" BELOW
GRADE (TYP)
± 62 LF NEW 12" D.I.
WATER MAIN -
BURY 54" BELOW
GRADE (TYP)
± 32 LF NEW 12" D.I.
WATER MAIN -
BURY 54" BELOW
GRADE (TYP)
MI
N
5
4
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C
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H
L
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N
E
ST
A
:
0
2
+
6
0
ST
A
:
0
2
+
6
0
PROPOSED INTRINSICALLY SAFE
AND COMMUNICATION CONDUITS
BY SEPARATE PERMIT
TOP ELEV = 24.50
STA: 01+70
PP-1
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INFINITY ENGINEERING
GROUP, LLC
1208 East Kennedy Boulevard
Suite 230
Tampa, Florida 33602
[p]: 813.434.4770[f]: 813.445.4211
www.iegroup.net
Date
RICHARD HERNANDEZ, P.E.
WA REG. NO. 50841
JP NS
RY
D
E
R
T
U
K
W
I
L
A
L
C
-
0
5
4
9
Cert. of Auth. No. 603-536-314
PROFILE - WATER LINE
SCALE: 1" = 20'
V SCALE: 1" = 2'SCALE: 1" =
0' 20'
20'
40'