Attch - Drawings.pdf

PDF 4 MB Posted Aug 16, 2026

Attached to: Matsushima JASDF Base Storage Shelter
Solicitation number: FA502526RB006
Issued by: Department of the Air Force Pacific Air Forces

About this file

Written by GovTribe AI · Aug 16, 2026

This document is a set of construction design plans for the Construct RPCP Storage Pavement Area project at Matsushima Air Base, Japan, prepared by the PACAF A4C Regional Planning Team. The project, dated 02/20/2026, covers the design and construction specifications for a 4,448 square meter storage pavement area.

The design plans include comprehensive specifications across nine sheets: site plan (C-100), grading and drainage plan (C-200), pavement spot elevations (C-300), utility plan (C-400), drainage details (C-500), power distribution details (E-500), construction phasing and haul route plan (G-110), and construction safety and phasing notes (C-111). The project involves pavement construction with typical sections including asphalt overlay over compacted subgrade with 10-inch subbase course (C-80), crushed aggregate base course for rigid pavement, geotextile filter fabric, trench drains with underdrain systems, and storm sewer trenches. The plans detail grading, drainage, utility placement including electrical and communication cables, and electrical distribution infrastructure with manhole and hand hole details. Construction phasing requirements specify two access gates, designated staging areas, aggregate stockpile areas, and haul routes. Critical safety and coordination requirements include coordination with local Japanese POCs (LT COL Sakamoto and CAPT Kurogi), notification procedures for airfield operations, emergency contact protocols including call 119 for emergencies, hand excavation requirements within 5 meters of existing utilities, hazmat management with fuel inspection compliance, wildlife management to prevent attractants, and restoration of disturbed turf areas throughout the project.

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Other files

File	Type	Posted
RFIs-FA502526RB006 (27 Aug Updates).xlsx	XLSX spreadsheet	Aug 27, 2026
Amendment FA502526RB0060002 SF 30.pdf	PDF	Aug 27, 2026
SOW CONSTRUCT RCBP STORAGE REV8.pdf	PDF	Aug 27, 2026
Matsushima Site Plans (21AUG26).pdf	PDF	Aug 27, 2026
Matsushima Site Plans Annotations (21AUG26).pdf	PDF	Aug 27, 2026
Transfer Surface Drawing (Japanese).pdf	PDF	Aug 27, 2026
RFIs-FA502526RB006.xlsx	XLSX spreadsheet	Aug 24, 2026
Solicitation Amendment FA502526RB0060001 SF 30.pdf	PDF	Aug 24, 2026
Drawings- Site Plans Updated 12 Aug 26.pdf	PDF	Aug 16, 2026
Solicitation - FA502526RB006.pdf	PDF	Aug 16, 2026
SOW-CONSTRUCT RCBP STORAGE REV5.pdf	PDF	Aug 16, 2026

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PROJECT DATA

CUSTOMER:

PACAF A4

JBPHH, HI 96853

POC: RBCP PROGRAM

PROJECT MANAGER:

UNITED STATES OF AMERICA

PACAF A4C REGIONAL PLANNING TEAM-JAPAN

MISAWA AIR BASE, JAPAN

POC: LT. COL. MAUNG MYAT

DESIGNER:

CIVIL ENGINEERING

ELECTRICAL ENGINEERING

MECHANICAL ENGINEERING

CONSTRUCT RPCP STORAGE PAVEMENT AREA

MATSUSHIMA AIR BASE, JAPAN

C O

P A

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G-100

PACAF A4C REGIONAL PLANNING TEAM-JAPAN

MISAWA AIR BASE, JAPAN

Sheet Index Sheet Number Sheet Title

G-100 COVER PAGE AND PROJECT INFORMATION

SITE PLANC-100

PROJECT SITE

GRADING AND DRAINAGE PLANC-200

PAVEMENT SPOT ELEVATIONSC-300

UTILITY PLANC-400

DRAINAGE DETAILSC-500

POWER DISTRIBUTION DETAILSE-500

G-110 CONSTRUCTION PHASING - HAUL ROUTE AND STAGING AREA PLAN

G-111 CONSTRUCTION SAFETY AND PHASING NOTES

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LEGEND

EXISTING TAXIWAY (R

EMAIN CLEAR MIN. 50 METERS)

PROJECT SITE

EXCESS SOIL/TOPSOIL

STRIPPING TEMPORARY

STOCKPILE AREA

EXISTING RUNW

EXISTING RUNWAY

PROJECT

ACCESS AND

HAUL ROUTE

TEMPORARY OFFICE,

TOILETS, AND GENERATOR

LAYDOWN AND TROOP

LABOR PARKING AREA

SECONDARY

PROJECT MATERIAL

STOCKPILE AREA;

MAINTAIN EXISTING

ACCESS ROAD

IN-PLACE

ACCESS GATE FOR WEEKDAYS ONLY

(NON-CONTRACTOR PERSONNEL ONLY)

MAIN ACCESS GATE FOR

CONTRACTOR DELIVERIES,

WEEKENDS, AND DURING

GOLDEN WEEK

ROUTE

ROUTE 45

ROUTE 247

YAMOTO

PLACE SURVEY STAKES W/ RED FLAGS 3

METERS O.C. FOR DELINEATING WHERE

CONSTRUCTION PERSONNEL AND

VEHICLES CANNOT ENCROACH BEYOND

EXISTING AIRCRAFT CONTROL

TOWER (SEE CONSTRUCTION

SAFETY AND PHASING NOTES

SHEET)

CONSTRUCTION

EQUIPMENT STAGING AREA

PROJECT AGGREGATE

STOCKPILE AREA;

MAINTAIN EXISTING

ACCESS ROAD

IN-PLACE

TEMPORARY CONSTRUCTION

TRAFFIC DIRECTION SIGN

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UTILITY POLE

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FENCE

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ASPHALT

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ELECTRICAL VAULT

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CONTOUR

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STORM DRAIN PIPE

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TELECOM MANHOLE

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ELECTRICAL MANHOLE

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CATCH BASIN

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UNDERGROUND ELECTRIC

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OVERHEAD POWER

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HOT MIX ASPHALT

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LUMINIRE

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SWALE

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STOCKPILE AND/OR STAGING AREAS

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ACCESS AND HAUL ROUTES

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C-111

CONSTRUCTION PHASING/ SCHEDULING

1. THIS PROJECT IS ESTIMATED TO BEGIN IN APRIL WITH COMPLETION OF THE PROJECT IN JUNE OF 2026 PRIOR TO THE VS26 EXERCISE.

THIS PROJECT IS ANTICIPATED TO OCCUR IN TWO PHASES. TOTAL CONSTRUCTION TIME FOR PHASE 1 IS MARCH 30TH TO JUNE 5TH.

SITE OIC IS TO SUBMIT THE PROJECT SCHEDULE FOR THE COMPLETING THE ENTIRE PAVEMENT SECTION PHASE OF THE PROJECT FOR AWARENESS OF ALL CONCERNED PARTIES (ETSG, RPT-J, PACAF A4, AND THE LOCAL JAPANESE BASE POCs). AFTER EACH WORK WEEK, THE OIC IS TO SUBMIT A WEEKLY CONSTRUCTION PROGRESS SCHEDULE TO ALL CONCERNED PARTIES. WEEKLY PROGRESS SCHEDULE TO CONSIST OF TASKS ACCOMPLISHED FOR THE WEEK WITH PERCENTAGES SHOWN TOWARDS KEY PROJECT TASKS, PLANNED WORK TASK FOR THE FOLLOWING WEEK, AND PHOTOS. WEEKLY PROGRESS REPORTS CAN UTILIZE AF FORM 1477 OR OTHER TEMPLATE DEEMED ACCEPTABLE BY CONCERNED PARTIES.

ONCE THE PHASE 1 PAVEMENT SECTION AND EARTHWORK WORK IS COMPLETE WITH PUNCHLIST INSPECTIONS PERFORMED, AND PHASE 1 ACCEPTANCE INSPECTIONS PERFORMED/COMPLETED, THE PHASE 1 TEMPORARY ITEMS (TEMPORARY CONSTRUCTION TRAILER, TOILETS, ETC.) CAN BE REMOVED, AREAS RETURNED TO ORIGINAL CONDITION OR SLOPED FLUSH TO SURROUNDING SURFACES FOR DRAINAGE PERFORMED, AND GENERAL SITE CLEANUP ADDRESSED TO THE SATISFACTION OF THE LOCAL JAPANESE POCs.

GENERAL CONSIDERATIONS:

COORDINATE THE FOLLOWING AS REQUIRED:

A. ALL PERSONNEL SHALL COMPLETE THE EAL ACCESS REQUIREMENTS PRIOR TO BEING ALLOWED ACCESS TO THE PROJECT. THE EAL PROCESS WILL ALLOW THE USE FOR TROOP CONSTRUCTION PERSONNEL TO UTILIZE THE WEEKDAY NORTH GATE. OUTSIDE CONTRACTORS PLANNED TO PERFORM DELIVERIES OR OTHER WORK REQUIRED SHALL COMPLETE THE LOCAL BASE ACCESS FORMS PRIOR TO BEING ALLOWED ACCESS THROUGH THE BASE'S MAIN GATE (PREFERENCE IS 7 DAYS PRIOR TO SCHEDULED DELIVERY/ONSITE WORK DATE AT A MINIMUM). UPDATE PERSONNEL LISTS AND ACCESS FORMS AS SOON AS CHANGES OR VISITS OCCUR, AND SUBMIT TO LOCAL BASE POCs AS SOON AS POSSIBLE.

B. THE CONTRACTOR SHALL NOT INTERFERE WITH THE NORMAL OPERATIONS OF THE BASE FACILITIES THAT ARE DESIGNATED UNDER THIS CONTRACT TO REMAIN OPEN TO AIR TRAFFIC, AND SHALL IMPLEMENT ALL SPECIFIED AND OTHER APPROPRIATE MEASURES TO ENSURE THE SAFETY OF ALL USERS OF THE BASE.

AREAS AND OPERATIONS AFFECTED BY CONSTRUCTION ACTIVITY:

A. RUNWAYS AND TAXIWAYS SHALL REMAIN IN USE BY AIRCRAFT. WHEN ANY AREA IS REQUIRED TO BE CLOSED SUCH AS THE PAVEMENT SECTION TIE-IN TO THE EXISTING ROAD OR DURING OUTSIDE

CONTRACTOR DELIVERIES, TRAFFIC GUARDS ARE TO BE IMPLEMENTED TO CONTROL CONSTRUCTION AND OTHER BASE TRAFFIC. THE CONSTRUCTION TEAM SHALL INSTALL SURVEY STAKING WITH RED FLAGGING TO DELINEATE AN AREA THAT SHALL NOT BE ENCROACHED BY CONSTRUCTION OR OUTSIDE CONTRACTOR OPERATIONS (SEE SHEET 2 FOR LOCATIONS).

ACCESS:

A. OUTSIDE CONTRACTORS SHALL ALWAYS USE THE BASE MAIN GATE TO GAIN ACCESS ONTO BASE PROPERTY DURING WORK ON THE PROJECT. THE CONSTRUCTION TEAM'S STAGING AREAS AND HAUL

ROUTES WILL BE LOCATED PER SHEET 2. THE CONSTRUCTION TEAM MAY UTILIZE THE NORTH GATE DURING WEEKDAYS ONLY AND NOT ON HOLIDAYS (GOLDEN WEEK).

B. TRAFFIC GUARDS: TRAFFIC GUARDS SHALL MAINTAIN AND MONITOR A CONTRACTOR SUPPLIED CELL PHONE AT ALL TIMES TO COORDINATE CONSTRUCTION ACTIVITIES WITH THE CONSTRUCTION TEAM

AND OUTSIDE CONTRACTORS MAKING DELIVIERIES.

C. STOCKPILED MATERIALS AND EQUIPMENT STORAGE/PARKING ARE NOT PERMITTED WITHIN 200 FEET (60 METERS) OF AN OPERATIONAL RUNWAY OR TAXIWAY EDGE. THE CONSTRUCTION TEAM TO

ENSURE THAT:

1) THE STOCKPILED MATERIALS DO NOT CREATE A WILDLIFE ATTRACTANT OR FOREIGN OBJECT DEBRIS (FOD) HAZARD.

2) EXCAVATION AND RESULTANT STOCKPILES ADJACENT TO OTHER SURFACES MUST BE APPROPRIATELY MARKED W/ BARRICADES, AS DIRECTED BY THE LOCAL JAPANESE POCs.

3) EXCESS SOIL AND ORGANIC SOIL STRIPPED AND STOCKPILED FOR THIS PROJECT IS TO BE OFF-HAULED AND DISPOSED OF OFF BASE PROPERTY AT AN ACCEPTING FACILITY. STOCKPILE CAN BE MAINTAINED AFTER PHASE 1 AS LONG AS ITS REMOVED DURING PHASE 2 OF THE PROJECT. PREFERENCE IS TO OFF-HAUL AND DISPOSE DURING PHASE 1 IF FEASIBLE.

HAZARDOUS MATERIALS (HAZMAT) MANAGEMENT:

A. ANY TYPE OF FUELING SUPPORT FACILITY OR DEVICE USED TO REFUEL CONSTRUCTION EQUIPMENT IS SUBJECT TO BASE FIRE INSPECTION. BASE FIRE CODES AND SAFETY STANDARDS SHALL BE MET PRIOR

TO COMMENCEMENT OF WORK.

B. PERSONNEL OPERATING CONSTRUCTION VEHICLES AND EQUIPMENT ON THE BASE MUST BE PREPARED TO EXPEDITIOUSLY CONTAIN AND CLEAN UP SPILLS RESULTING FROM FUEL, OILS, OR HYDRAULIC FLUID LEAKS. IN AN EVENT OF ANY SPILL, CONTACT THE JAPANESE BASE POC IMMEDIATELY FOR DIRECTION (LT. COL SAKAMOTO).

NOTIFICATION OF CONSTRUCTION ACTIVITIES AND EMERGENCY PROCEDURES:

A. THE CONSTRUCTION TEAM SHALL IMMEDIATELY NOTIFY THE JAPANESE POC OF ANY ADVERSE CONDITIONS AFFECTING SAFETY ON THE SITE OR THE DISCOVERY OF ABNORMAL CONDITIONS DURING THE

EXCAVATION OPERATION. THE CONSTRUCTION TEAM SHALL OBTAIN CONTACT INFORMATION FOR ALL INVOLVED PARTIES AND PROCEDURES FOR CONTACTING THEM 24 HOURS A DAY, 7 DAYS A WEEK.

B. IF APPLICABLE, A LIST OF AIRFIELD OPERATIONS PERSONNEL, FIRE DEPARTMENT EMERGENCY PERSONNEL, POLICE, AND MEDICAL SERVICES WILL BE PROVIDED.

C. THE BASE OPERATIONS OFFICE SHALL ISSUE ALL NOTAMS RELEVANT TO THE CONSTRUCTION.

D. THE CONTRACTOR SHALL PREPARE AND DISTRIBUTE CONTACT INFORMATION FOR LOCAL MEDICAL, FIRE FIGHTING AND RESCUE AND POLICE RESPONSE IN CASE OF EMERGENCIES DURING CONSTRUCTION

TO ALL CONSTRUCTION PERSONNEL.

· LOCAL JAPANESE POCs: LT COL SAKAMOTO AND CAPT. KUROGI.

· CLOSEST RECOMMENDED HOSPITAL: JAPANESE RED CROSS ISHINOMAKI HOSPITAL. CALL TRICARE TO CONFIRM THEIR RECOMMENDED CLOSEST HOSPITAL FOR CARE.

· CALL 119 IN CASE OF AN EMERGENCY

· IN CASE OF AN EARTHQUAKE EMERGENCY, STOP WORK, PARK EQUIPMENT AT OR NEAR CLOSEST STAGING AREAS, RALLY ONSITE PERSONNEL TO THE TEMPORARY CONSTRUCTION VEHICLE PARKING AREA, AND CONTACT LT. COL SAKAMOTO FOR ANY ADDITIONAL DIRECTION.

· IN CASE OF A TSUNAMI EMERGENCY, IMMEDIATELY STOP WORK, EVACUATE THE BASE IF POSSIBLE AND SEEK HIGH GROUND; IF ONSITE, SEEK SHELTER AND HIGH GROUND WITHIN THE EXISTING AIRCRAFT CONTROL TOWER DEPICTED ON SHEET 2. EVACUATE VIA THE HAUL ROUTES AND CLOSEST BASE GATE. CONTACT 171 WHEN SAFE TO DO SO.

INSPECTION REQUIREMENTS:

A. SITE SAFETY SELF-INSPECTIONS SHOULD BE CONDUCTED BY THE CONSTRUCTION TEAM AT MINIMUM ONCE DAILY, BUT MORE FREQUENTLY IF NECESSARY.

B. A PRE-FINAL AND FINAL INSPECTION MEETING WILL ALSO BE HELD FOR THIS PROJECT. COMPLETE ALL PUNCHLIST ITEMS DURING THE PRE-FINAL INSPECTION PRIOR TO SCHEDULING THE FINAL INSPECTION/ACCEPTANCE MEETING. CONDUCT MEETINGS WITH KEYSTAKHOLDERS FROM THE LOCAL JAPANESE BASE POCs AND RPT-J AT A MINIMUM.

UNDERGROUND UTILITIES:

A. THE PROJECT SITE HAS KNOWN UTILITIES OF AIRFIELD LIGHTING CIRCUITS AND COMMUNICATION CABLES WITHIN 5-METERS OF THE EXISTING ACCESS ROAD TOWARDS THE PROJECT SITE. EXCAVATION FOR

THE NEW PAVEMENT SECTION WITHIN THE 5-METER AREA FROM THE EDGE OF THE EXISTING ROAD SHALL BE PERFORMED BY HAND TOOLS OR OTHER ACCEPTABLE MEANS APPROVED BY THE LOCAL JAPANESE BASE POCs. PRIOR TO EXCAVATING WITHIN THIS AREA, NOTIFY CAPT. KUROGI A MINIMUM OF 1 WEEK PRIOR TO PLANNED EXCAVATION TO DISCUSS THE EXCAVATION PLAN IN THIS AREA.

B. THE CONSTRUCTION TEAM SHALL BE RESPONSIBLE FOR PROTECTION OF EXISTING BASE UTILITIES, AND ELECTRICAL CIRCUITS, WHETHER OWNED BY THE BASE OR OTHER AGENCIES OPERATING AT THE AIRFIELD. LOCATIONS OF EXISTING CABLE SHOWN IN THE PLANS ARE BASED ON AVAILABLE SURVEY AND AS-BUILT DATA AND ARE APPROXIMATE ONLY.

CONSTRUCTION EQUIPMENT:

A. IF REQUIRED, BARRICADES SHALL BE WEIGHTED BY SAND BAGS OR OTHER MEANS TO KEEP BARRICADES STATIONARY FROM WINDS AND JET BLAST.

B. THE CONSTRUCTION TEAM SHALL HAVE A PERSON DESIGNATED AS SITE SUPERINTENDENT ON-CALL 24 HOURS A DAY FOR EMERGENCY MAINTENANCE OF BARRICADES.

C. EQUIPMENT OR STORAGE OF MATERIALS WITHIN ANY ON-SITE "EQUIPMENT PARKING/STAGING AREAS" SHOWN WITH PRIOR APPROVAL FROM THE LOCAL JAPANESE POCs WILL BE ALLOWED PRIOR TO THE

START OF CONSTRUCTION.

D. DURING CONSTRUCTION, ANY EQUIPMENT OR MATERIALS ANTICIPATED TO EXCEED THE MAX. HEIGHT PROVIDED IN THE PARKING/STAGING AREAS TO BE APPROVED BY THE LOCAL JAPANESE POCs PRIOR TO DELIVERY. (MAX HEIGHTS ARE 20 METERS FOR THE MATERIAL STOCKPILE AREA, AND THE WASTE SOIL STOCKPILE AREA SHALL HAVE A MAX HEIGHT OF 5 METERS)

WILDLIFE MANAGEMENT:

A. CONSTRUCTION TEAM MUST CAREFULLY CONTROL AND CONTINUOUSLY REMOVE WASTE OR LOOSE MATERIALS THAT CAN CREATE WILDLIFE HAZARDS OR ATTRACTANTS. THESE INCLUDE TRASH, STANDING

WATER, TALL GRASS, SCATTERED SEEDS, POORLY MAINTAINED FENCING, AND DISRUPTION OF EXISTING HABITAT.

D. THE TEAMS' EQUIPMENT IS STRICTLY LIMITED TO THE CONSTRUCTION AREAS DURING CONSTRUCTION AND TO THE CONTRACTOR STORAGE AREA DURING NON-CONSTRUCTION PERIODS. CONTRACTOR PARKING SHALL BE LIMITED TO THE STAGING AREA, EXCEPT AS ALLOWED BY THE LOCAL BASE JAPANESE POCs.

E. HAUL ROUTES AND ACCESS TO THE CONSTRUCTION SITE(S) WILL BE AS SHOWN ON SHEET 2. THE TEAM IS RESPONSIBLE FOR RESTORING ALL STAGING AND STORAGE AREAS TO ORIGINAL CONDITION AND TO THE SATISFACTION OF THE LOCAL JAPANESE POCs. THIS WILL INCLUDE BUT NOT BE LIMITED TO GRADING (FILLING IF NECESSARY) ALL TURF AREAS USED BY THE

CONSTRUCTION TEAM.

F. CONSTRUCTION TRAFFIC SHALL BE LIMITED TO INDICATED ENTRANCE/ EXIT, HAUL ROUTES, AND WORK AREAS SHOWN.

G. CONTRACTOR TO BUILD CONSTRUCTION ENTRANCE INTO AND OUT OF STAGING AREA TO MINIMIZE POTENTIAL FOD ISSUES.

H. BASE ACCESS ROADS SHALL BE MAINTAINED BY EITHER A PAVED SURFACE OR SUFFICIENT GRADED CRUSHED AGGREGATE BASE COURSE THROUGHOUT THE PROJECT. THIS SHALL INCLUDE ALL MAINTENANCE, TEMPORARY TRANSITIONS, AND DELINEATION OF WORK AREAS BY LINES OF CONTINUOUS BARRICADES TO PREVENT DAMAGE TO VEHICLES ACCESSING THESE

AREAS.

SITE AREA

4,448 sm

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LEGEND

PROJECT DESCRIPTION

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AutoCAD SHX Text CONTROL POINT NORTHING = -176974.3929m EASTING = 33056.9781m ELEV. = 1.423m

AutoCAD SHX Text N70° 43' 09"E

AutoCAD SHX Text S19° 13' 27"E

AutoCAD SHX Text N19° 18' 40"W

AutoCAD SHX Text S19° 16' 51"E

AutoCAD SHX Text S70° 43' 09"W

AutoCAD SHX Text STRIPPED/EXCESS SOIL STOCKPILE AND CONSTRUCTION EQUIPMENT STAGING AREA, PERFORM 4-INCHES (100MM) OF EXISTING TOPSOIL STRIPPING AND PLACE 4-INCHES (100MM) OF M-40 AGGREGATE MATERIAL FOR USE AS A STAGING PAD.

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PERIMETER FENCE

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FENCE DOUBLE SWING GATE

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18-INCH WIDE (0.4572M) STORMWATER TRENCH DRAIN

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MEMBRANE STRUCTURE

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ELECTRICAL AND COMM CONDUITS AND HANDHOLES, TYP.

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STORM PIPE AND GRADED FLOWLINES, TYP.

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GRADING LIMITS, TYP.

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100 MM DIA. PERFORATED UNDERDRAIN PIPE

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UTILITY POLE

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FENCE

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ASPHALT

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ELECTRICAL VAULT

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CONTOUR

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STORM DRAIN PIPE

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TELECOM MANHOLE

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ELECTRICAL MANHOLE

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CATCH BASIN

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OVERHEAD POWER

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LUMINIRE

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STRIPPED AND EXCESS SOIL STOCKPILE AND CONSTRUCTION EQUIPMENT STAGING AREA

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1. PHASE 1 OF THE PROJECT CONSISTS OF THE TROOP PHASE 1 OF THE PROJECT CONSISTS OF THE TROOP LABOR WORK ELEMENTS. THIS INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING: PREPARING STAGING AREAS BY STRIPPING 4-INCHES OF TOPSOIL AND PLACING 4-INCHES OF M-40 AGGREGATE. PLACE STRIPPED SOIL WITHIN OR ADJACENT TO THE STAGING AREA DEPICTED ON THIS SHEET. STRIPPED TOP SOIL AND ANY EXCESS SOIL WILL BE REQUIRED TO BE OFF-HAULED AND DISPOSED OF OFF BASE PROPERTY PRIOR TO PROJECT COMPLETION. RECEIVING CONSTRUCTION MATERIALS AND EQUIPMENT AND STAGING OR STOCKPILING WITHIN ALLOTTED AREAS, SEE PHASING SHEETS FOR SPECIFIC AREAS. STRIPPING 4-INCHES OF EXISTING TOPSOIL WITHIN THE GRADING LIMITS. EXCAVATION/EARTHWORK FOR THE ELECTRICAL/COMM DUCTS BANKS, STORM DRAIN SYSTEM, UNDERDRAIN PIPE, PAVEMENT SECTION, AND GRADING AREAS. SUBGRADE COMPACTION AND PLACEMENT OF GEOTEXTILE STABILIZATION FABRIC WITHIN THE PAVEMENT AREA. INSTALLATION OF ELECTRICAL CONDUIT, STORM PIPES, UNDERDRAIN PIPE SYSTEM (PIPE, C-80 AGGREGATE, AND GEOTECTILE FILTER FABRIC), AND TRENCH BACKFILL. PLACEMENT AND COMPACTION OF C-80 AGGREGATE SUBBASE COURSE. PLACEMENT AND COMPACTION OF M-40 AGGREGATE BASE COURSE. PRIME COAT APPLICATION OF THE COMPLETED/ACCEPTED M-40 BASE COURSE. PLACEMENT OF ASPHALT PAVEMENT. PROJECT CLEAN-UP AND DEMOBILIZATION.

2. PHASE 2 OF THE PROJECT CONSISTS OF THE CONTRACT WORK ELEMENTS. THIS INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING: INSTALLATION OF THE MEMBRANE SHELTERS AND MISCELLANEOUS SUPPORTING UTILITIES AND SYSTEMS.

TYPICAL SECTION

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AutoCAD SHX Text SAWCUT EXSISTING ASPHALT ROAD EDGE FOR TIE-IN. MATCH PROPOSED ASPHALT TO EXISTING GRADE. EXISTING ROAD ASPHALT HAS ALLIGATOR CRACKING, SO ONLY SAWCUT TO PROVIDE A VERTICAL SURFACE TO MATCH TO AS MUCH AS FEASIBLE.

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AutoCAD SHX Text 36m 300mm HDPE PIPE @ 0.25%

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N=-176950.984 E=33076.775 IE = 0.95

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N=-176920.117 E=33057.732 IE = 1.04

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N=-176917.400 E=33122.536 IE = 1.1

AutoCAD SHX Text 58m 100mm PVCPERFORATED PIPE @ 0.17%

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NTS

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FINISHED GRADE

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EXISTING GROUND

AutoCAD SHX Text 0.5%

AutoCAD SHX Text 95.6m

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SEE TYPICAL PAVEMENT SECTION FOR ADDITIONAL INFO

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VARIES

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VARIES

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EXISTING GROUND

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FINISHED GRADE

AutoCAD SHX Text 2%

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VARIES

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VARIES

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NTS

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SEE TYPICAL PAVEMENT SECTION FOR ADDITIONAL INFO

AutoCAD SHX Text 42m

AutoCAD SHX Text 2%

AutoCAD SHX Text 21m

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UTILITY POLE

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FENCE

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ASPHALT

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ELECTRICAL VAULT

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CONTOUR

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STORM DRAIN PIPE

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TELECOM MANHOLE

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ELECTRICAL MANHOLE

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CATCH BASIN

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UNDERGROUND ELECTRIC

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OVERHEAD POWER

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HOT MIX ASPHALT

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LUMINIRE

AutoCAD SHX Text 150mm THICK AGGREGATE BASE COURSE M-40

AutoCAD SHX Text 100mm THICK AC PAVEMENT (MODIFIED ASPHALT TYPE 2 MIX) TO BE PLACED IN 2-50mm LIFTS (APPLY TACK COAT BETWEEN LIFTS).

AutoCAD SHX Text

COMPACTED NATIVE SUBGRADE

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TYPICAL PAVEMENT SECTION

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NTS

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SWALE

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GEOTEXTILE STABILIZATION FABRIC

AutoCAD SHX Text NOTE: IF EXPOSED SUBGRADE IS DETERMINED TO BE UNSUITABLE OR SOFT BY THE ONSITE OIC AFTER ATTEMPTING TO SCARIFY, DRY, COMPACT, CHARGE SUBGRADE BY COMOPACTING C-80 x M-40 GRADATION STONE INTO EXPOSED GRADE WITH UP TO 6-INCHES WORTH OF STONE. COMPACT TO ACHIEVE A STABILIZED CONSTRUCTION FOR PRIOR TO PLACING THE GEOTEXTILE.

AutoCAD SHX Text 150mm THICK AGGREGATE SUBBASE COURSE C-80

AutoCAD SHX Text 0.30m

AutoCAD SHX Text 0.60m

AutoCAD SHX Text CONSTRUCT BASE COURSE WITH 1' (0.3M) OVERBUILD AND SUBBASE WITH 2' (0.6M) OVERBUILD, TYP.

AutoCAD SHX Text UNDERDRAIN 150MM (6") DIA PVC SLOTTED PIPE W/ C-80 BACKFILL AND BURRITO WRAPPED GEOTEXTILE FILTER FABRIC

PRECAST TRENCH DRAIN WITH FRAME AND GRATE (18" WIDTH)

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C-300

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NOTE: ELEVATIONS SHOWN ARE FINISHED SURFACE (I.E.: TOP OF ASPHALT). TOP OF M-40 AGGREGATE IS MINUS 0.1016 M TOP OF C-80 AGGREGATE IS MINUS 0.254 M TOP OF SUBGRADE OR FILL MATERIAL IS MINUS 0.4064M cr ip tio n

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10 0 10 20

C-400

LEGEND

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UTILITY POLE

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FENCE

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ASPHALT

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ELECTRICAL HANDHOLE

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CONTOUR

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STORM DRAIN PIPE

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TELECOM MANHOLE

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AutoCAD SHX Text

ELECTRICAL MANHOLE

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CATCH BASIN

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OVERHEAD POWER

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HOT MIX ASPHALT

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LUMINIRE

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SWALE

AutoCAD SHX Text NOTES: 1. PRIMARY AND SECONDARY DISTRIBUTION TO HAVE 3X PRIMARY AND SECONDARY DISTRIBUTION TO HAVE 3X 103 MM CONDUITS IN TRENCH TO BE BURIED A MINIMUM OF 750 MM IN TRENCH BETWEEN HAND HOLES AND MAN HOLES. 2. CONTRACTOR TO RUN LAST PRIMARY DISTRIBUTION CONTRACTOR TO RUN LAST PRIMARY DISTRIBUTION HAND HOLE TO AN APPROPRIATE LOCATION TO CONNECT TO EXISTING DISTRIBUTION SYSTEM. 3. SEE POWER DISTRIBUTION DETAILS ON SHEET E-501SEE POWER DISTRIBUTION DETAILS ON SHEET E-501

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PRIMARY DISTRIBUTION

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SECONDARY DISTRIBUTION

AutoCAD SHX Text 150mm MIN.

AutoCAD SHX Text 305mm

AutoCAD SHX Text 100mm

AutoCAD SHX Text 100mm HOT MIX ASPHALT

AutoCAD SHX Text 150mm AGGREGTE, BASE RM40

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760MM

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400MM

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REUSE EXISTING TOP SOIL

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NON-PAVED AREAS

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PAVED AREAS

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PERMANENT YELLOW DETECTABLE MARKER TAPE WITH VOLTAGE OF CABLE INDICATED ON TAPE.

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SELECT GRANULAR BACKFILL

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FINE GRANULAR BACKFILL

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SAND BASE

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QUANTITY AND SIZES OF CONDUITS AS SPECIFIED WITHIN THE NOTES

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EXCAVATED MATERIAL FREE FROM ORGANICS, CLODS, ETC.

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TYPICAL CONDUIT TRENCH DETAIL

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NTS

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ELECTRICAL DUCT BANK, SEE NOTE 1.

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ELECTRICAL HANDHOLE, TYP.

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ELECTRICAL DUCT BANK, SEE NOTE 1.

OUTFALL TRENCH DRAIN W/ 4" (100mm) NON-PERFORATED PVC PIPE AND CONNECT TO UNDERDRAIN PIPE..

PIPE

NATIVE

BACKFILL

AT 90% R.C.

UNPAVED AREAS

COMPACTED SAND AT

100% RELATIVE

COMPACTION

NEW GRADED CRUSHED

AGGREGATE/ BASE COURSE

FOR RIGID PAVING

NEW ASPHALT/ PCC SURFACE

200 PSI FLOWABLE FILL

OR NATIVE BACKFILL

OR PAVEMENT SECTION

MATERIAL

COMPACTED SAND AT

100% RELATIVE

COMPACTION

1/2 DIA.

DIA. + 12"

PAVED AREA

1/2 DIA.

DIA. + 12"

SUBGRADE

NOT TO SCALE

STORM SEWER TRENCH DETAIL

FINISH GRADE

4" MIN. TOPSOIL (SOD)

CONTRACTOR SHALL PLACE MIN. 4" TOPSOIL OVER

MIN. 18" BACKFILL ON ALL OUTLET PIPES.

TRANSITION FINAL GRADE AT 10:1 MAXIMUM TO

MATCH EXISTING GROUND.

HAND BACKFILL TO MIN. 12"

ABOVE TOP OF PIPE

COMPACTED SATISFACTORY

MATERIAL BACKFILL

PROPOSED PIPE

COMPACTED SAND

MATERIAL

18"

NOT TO SCALE

CULVERT BEDDING IN TURFED AREAS

MATCH EXISTING GRADE

10:1 MAX 10:1 MAX

0m m

1.5' (450mm)

3" T

#4 U-SHAPE REBAR TYP.

@ 7" OC

#4 REBAR TYP. @ 7" OC

ASPHALT

PAVEMENT

10" (250mm) SUBBASE

COURSE C-80

COMPACTED

SUBGRADE

2"-4"

CHANNEL 9660

GRATE 9870-425

GEOTEXTILE FILTER

FABRIC, WRAP C-80

LAYER ENCOMPASSING

UNDERDRAIN

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Sheet of

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C-500

8NOT TO SCALE

TRENCH DRAIN AND UNDERDRAIN

MANHOLE

HAND HOLE

FC=30N/MM²

150 2,000 150

2, A A

SECTION B-B

CRUSHER-RUN

C40-0

1, 1, 1,700

1,400

1,200

100 100

GRADE LEVEL

1,020

100 1,200 100

1, B B

FC=30N/MM²

GROUND ROD

19x3000

MAX 25 OHM

180MM MIN.

14MM²

SECTION A-A

CRUSHER-RUN

C40-0

2, 2, 2,600

2,300

2,000

150 150

GRADE LEVEL

1,020

1, GROUND ROD

19x3000

MAX 25 OHM

180MM MIN.

14MM²

NEW MANHOLE/ HANDHOLE DETAIL

ELECTRIC

NEW SODDING

CONDUIT

NEW SODDING

EMCS

150150300150

HIGH VOLTAGE

LOW VOLTAGE

COMPACTED

BACKFILL OF

SURPLUS SOIL

DETECTABLE

WARNING TAPE

DETECTABLE

WARNING TAPE

COMPACTED

BACKFILL OF

SURPLUS SOIL

INTERIOR OF HOUSE

NEW PANEL BOARD

CONDUIT HUB

WELDED TO THE CABINET

TYPE G70

3" 82mm 90° CONDUIT ELBOW. STUB

UP THROUGH END WALL

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Sheets and Views

G-001 COVER SHEET

G-110-G-110

G-110

G-110-G-111

G-111

C-100-Layout1

Layout1

C-200-Layout1

Layout1

C-300-Layout1

Layout1

C-400-Layout1

Layout1

E-500

C-500

E-500-G-001 COVER SHEET

G-001 COVER SHEET

File details come from the government source that posted it. Updated Aug 16, 2026.