AM03_DRAWINGS.pdf
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| AM02.pdf | ||
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| W9127819R0002_-_AFLCMC_PreBid_Site_Visit_Sign_In.pdf | ||
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US Army Corps of Engineers
MOBILE DISTRICT
109 SAINT JOSEPH STREET
MOBILE AL 36602
AFLCMC TEMPORARY FACILITY
EGLIN AFB, FL
MOBILE DISTRICT PROJECT CODE : MHF18001
SOLICITATION NUMBER : W9127819R0002
JANUARY 2019
AMENDMENT NO. 0003
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US Army Corps of Engineers
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\\BMCD\DFS\CLIENTS\ANF\USCOE\SAM\97952_EGLINLRSO\DESIGN\CIVIL\MODEL\AFLCMC\SHEETS\AFLCMC-GC002.DWG 2/11/2019 9:18 AM SMLUEHRS
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GENERAL PROJECT NOTES:
1. CONSTRUCTION ACCESS TO THE PROJECT SITE SHALL BE THROUGH THE NORTH GATE. NORTH GATE IS ONE WAY WITH
ENTRANCE ONLY AND NO EXITING. CONSTRUCTION TRAFFIC SHALL EXIT THROUGH THE EAST OR WEST GATE.
2. CONTRACTORS SHALL KEEP THE SITE, ALL ROADS, AND STREETS, ETC., CLEAN OF CONSTRUCTION DEBRIS, MUD, ETC. AT
ALL TIMES. CONTRACTOR SHALL PROVIDE EQUIPMENT AND PERSONNEL TO CONTINUOUSLY REMOVE, BY SURFACE
SWEEPERS OR OTHER APPROVED METHODS, ANY STREETS AS REQUESTED BY THE CONTRACTING OFFICER.
CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS TO STREETS, PARKING AREAS, AND BASE OR GOVERNMENT PROPERTY, DUE TO DAMAGE BY THEIR CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL PROVIDE PHOTOGRAPHS AND/OR VIDEO
RECORDING OF THE EXISTING STATE FOR THE PROJECT LIMITS. ACCESS POINTS, HAUL ROUTES, LAYDOWN AREA AND ANY
OTHER AREAS DISTURBED BY THE CONTRACTOR SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER TO THE
SATISFACTION OF THE CONTRACTING OFFICER. CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER FOR
A PRECONSTRUCTION VIDEO DETAILING THE EXISTING CONDITION OF ACCESS POINTS, HAUL ROUTES, AND LAYDOWN
AREAS TO BE PERFORMED.
3. CONTRACTOR SHALL CONNECT TO EXISTING OR NEW FIRE HYDRANTS FOR TEMPORARY CONSTRUCTION WATER. INSTALL
QUICK DISCONNECT, BACK FLOW PREVENT, AND SHUT OFF VALVE WITH METER ON 2 ½-INCH HOSE CONNECTION ONLY.
CONTRACTOR TO COORDINATE TAPPING HYDRANT WITH EGLIN CONTRACTOR.
4. EGLIN AFB BASE CIVIL ENGINEERING FORM AF-103 DIG PERMIT SHALL BE OBTAINED FROM BUILDING 696-96CEG AT THE
WORK DESK FOR APPROVAL SIGNATURES. THIS MAY TAKE APPROXIMATELY 3 WEEKS OR MORE TO COMPLETE. UPON
COMPLETION CONTRACTOR SHALL CALL SUNSHINE ONE-CALL FOR UTILITY LOCATE SERVICES AT 1-800-522-6543.
5. CONTRACTOR IS REQUIRED TO FILE FAA FORM 7460 IN REFERENCE TO THE CONTRACTOR'S SITE CONSTRUCTION
EQUIPMENT. MAXIMUM EQUIPMENT HEIGHT IS 150-FEET. CONTRACTOR SHALL COORDINATE WITH CONTRACTING OFFICER
FOR ANY TEMPORARY AIRFIELD WAIVERS. REQUEST LOCAL AIRFIELD CONSTRUCTION WAIVERS FROM CONTRACTING
OFFICER, EGLIN CE OFFICE, AND AIRFIELD OPERATIONS AT LEAST 45-60 DAYS PRIOR TO CONSTRUCTION ACTIVITY START
DATE. LOCAL AIRFIELD CONSTRUCTION WAIVERS WILL BE APPROVED AFTER THE CONTRACTOR HAS RECEIVED FAA
APPROVAL/DETERMINATION.
6. CONTRACTOR SHALL FILL OUT AND SUBMIT THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR THE PROJECT.
REFER TO THE SPECIFICATIONS FOR DETAILS ON STORMWATER POLLUTION PREVENTION MEASURES FOR THIS PROJECT.
CONTRACTOR IS RESPONSIBLE FOR FOLLOWING ALL FLORIDA DEP REQUIREMENTS FOR EROSION CONTROL.
7. THE STABILIZED CONSTRUCTION ACCESS ROAD ENTRANCE LOCATION, SHALL BE INSTALLED BY THE CONTRACTOR AND
COORDINATED AND APPROVED BY THE CONTRACTING OFFICER.
8. CONTRACTOR SHALL STOP WORK IMMEDIATELY AND CONTACT THE CONTRACTING OFFICER IF A UTILITY LINE IS
DISTURBED.
9. ALL WORK SHALL BE SUBJECT TO INSPECTION BY AUTHORIZED PERSONNEL OF STATE, LOCAL, AND GOVERNMENT
REGULATORY AGENCIES AND THE CONTRACTING OFFICER.
10. ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, STATE, LOCAL, AND
GOVERNMENT CODES, ORDINANCES, AND REGULATIONS. IN CASE OF CONTRADICTION OR DISCREPANCY BETWEEN
REQUIREMENTS, CONTRACTOR SHALL INCORPORATE WHICHEVER IS MOST STRINGENT. WHERE A QUESTION REMAINS ON
WHICH REQUIREMENT IS MOST STRINGENT, CONTRACTOR SHALL SUBMIT ISSUE TO THE CONTRACTING OFFICER IN
WRITING. THE DECISION OF THE CONTRACTING OFFICER SHALL BE CONSIDERED FINAL.
11. INSTALL A TEMPORARY FENCE AROUND THE CONSTRUCTION SITE FOR SECURITY OF EQUIPMENT AND MATERIALS AS
DIRECTED BY CONTRACTING OFFICER. SEE SPECIFICATION 01 00 00.
12. COORDINATE THE DISCONNECTION OF UTILITIES THROUGH THE CONTRACTING OFFICER. DEMOLITION SHALL NOT BEGIN
UNTIL WRITTEN BASE APPROVAL IS RECEIVED. ALL EXISTING UTILITIES ARE TO BE TERMINATED AT THEIR POINT OF
CONNECTION TO THE MAINS. WHERE CONNECTIONS OF NEW UTILITIES TO EXISTING UTILITIES ARE SHOWN ON THE PLANS, THE CONTRACTOR SHALL EXPOSE THE EXISTING LINES AT THE PROPOSED CONNECTIONS TO VERIFY THE LOCATIONS AND
DEPTHS PRIOR TO EXCAVATION FOR THE NEW LINES.
13. THE CONTRACTOR SHALL EXPOSE, VERIFY AND BACKFILL ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES AT
UTILITY CROSSINGS PRIOR TO EXCAVATION OF PIPELINE TRENCH. UTILITY CROSSINGS AT A DEPTH GREATER THAN
12-INCHES BELOW TRENCH BOTTOM DO NOT NEED TO BE EXPOSED. UTILITY ALIGNMENT AND GRADE MAY BE CHANGED IF
THERE ARE CONFLICTS WITH ANY EXISTING UNDERGROUND UTILITIES AND STRUCTURES, WHETHER SHOWN ON THE
PLANS OR NOT. COORDINATE WITH THE CONTRACTING OFFICER AND DESIGN ENGINEER.
14. FACILITIES IN THE UTILITY CORRIDOR SHALL BE RESTORED UPON COMPLETION OF CONSTRUCTION. PAVEMENTS, SCREEN
WALLS, FENCES, RETENTION WALLS, VEGETATION, AND OTHER LANDSCAPING SHALL BE REPLACED IN LIKE KIND TO THE
ORIGINAL FEATURES AND TO THE APPROVAL OF THE CONTRACTING OFFICER. COORDINATE WITH CONTRACTING OFFICER
AND DESIGN ENGINEER.
15. CONTRACTOR IS RESPONSIBLE FOR MOWING AND MAINTAINING ALL AREAS WITHIN THE FENCED PROJECT LIMITS. FROM
NOTICE-TO-PROCEED DATE THROUGH THE DURATION OF THE PROJECT. MOW TO A MAXIMUM AVERAGE HEIGHT OF
3-INCHES FOR SPRING/SUMMER MAINTENANCE AND 6-INCHES FOR FALL/WINTER MAINTENANCE.
16. EROSION CONTROL DEVICES SHALL BE USED FOR THE STAGING AREA AND ANY MATERIAL STOCK PILES WHEN
NECESSARY TO CONTROL EROSION AND STORMWATER RUNOFF, IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL
REGULATIONS.
ACCESS AND SAFETY PLAN:
1. ACCESS ROUTES MAY BE SUBJECT TO CHANGE BASED ON OPERATIONAL REQUIREMENTS ON BASE. POTENTIAL SCHEDULE
IMPACTS SHALL BE COORDINATED WITH THE CONTRACTING OFFICER.
2. THE EXISTING BASE ROAD SPEED LIMITS AND LOAD LIMITS ARE STRICTLY ENFORCED. ALL CONCRETE TRUCKS SHALL PUT
DOWN EXTRA AXLES WHEN TRAVELING ON EGLIN AFB PROPERTY.
3. CONTRACTOR SHALL PROVIDE AND INSTALL A PROFESSIONALLY PAINTED SIGN, MEETING CONTRACTING OFFICER
APPROVAL, AT THE CONSTRUCTION ENTRANCE TO DIRECT MATERIAL SUPPLIERS AND EMPLOYEES TO THE CONSTRUCTION
SITE. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 48 HOURS TO THE CONTRACTING OFFICER REGARDING
OVERSIZED OR CONSTRUCTION DELIVERIES TO THE EGLIN AFB TRUCK GATE PRIOR TO THOSE DELIVERIES. DELIVERIES
SHALL BE SCHEDULED MONDAY - FRIDAY, 0600 TO 1500. CONTRACTOR SHALL COORDINATE DELIVERIES WITH BASE
SECURITY FORCES BY SUBMISSION OF THE CORRECT ENTRY PASS PAPERWORK VIA THE CONTRACTING OFFICER.
4. CONTRACTOR MAY SUBMIT ALTERNATIVES TO STAGING AREA LOCATIONS. CONTRACTOR'S STAGING AREA SHALL BE
SUBJECT TO APPROVAL OF CONTRACTING OFFICER'S REPRESENTATIVE. LOCATION OF CONTRACTOR'S STAGING AREA
SHALL BE WITHIN THE PROJECT WORK AREA. WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITY.
5. EXISTING BASE ROADS USED AS HAUL ROADS SHALL BE MAINTAINED SUCH THAT UNOBSTRUCTED ACCESS WILL BE
PROVIDED AT ALL TIMES FROM THE ROAD TO THE STAGING AREA AND FROM THE STAGING AREA TO THE WORK SITE AND
FACILITATE GOVERNMENT ACCESS TO THE BASE AT ALL TIMES. THE MAINTENANCE OF HAUL ROADS SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT. THE HAUL ROAD LOCATIONS
SHALL BE AS INDICATED ON THE DRAWINGS AND APPROVED BY THE CONTRACTING OFFICER.
6. CONTRACTOR SHALL COORDINATE ACTIVITIES THROUGHOUT THE PROJECT IN A MANNER THAT ALLOWS EMERGENCY
ACCESS TO ALL EXISTING ROADWAYS AT ALL TIMES WITHOUT DELAYS TO EMERGENCY VEHICLE'S RESPONSE TIME.
7. ALL CONTRACTOR VEHICLES AND PERSONNEL MAY BE SEARCHED BY EGLIN AFB SECURITY WHEN ENTERING THE BASE
AND MAY EXPERIENCE DELAYS. ALL PERSONNEL ENTERING EGLIN AFB MUST HAVE A VALID PHOTO ID PER BASE SECURITY
REQUIREMENTS. ALL VEHICLES ENTERING THE BASE MUST HAVE CURRENT/VALID REGISTRATION, CURRENT/VALID
INSURANCE, AND CURRENT/VALID DRIVER'S LICENSE FOR THE OPERATOR. ALL CONTRACTOR VEHICLES AND PERSONNEL
SHALL BE RESPONSIBLE FOR COORDINATING WITH THE BASE SECURITY OFFICER IN OBTAINING PROPER SECURITY
CLEARANCE AND BADGING PRIOR TO ENTERING SECURE AREAS.
8. CONTRACTOR SHALL COORDINATE WITH CONTRACTING OFFICER'S REPRESENTATIVE CONCERNING ANY
GOVERNMENT-OWNED EQUIPMENT REQUIRING RELOCATION TO COMPLETE PROJECT.
9. WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITIES, THE CONTRACTOR'S CONSTRUCTION EQUIPMENT AND VEHICLES
SHALL BE PARKED WITHIN THE STAGING AREA.
10. ALL AREAS DISTURBED BY ANY CONSTRUCTION ACTIVITIES INCLUDING BORROW AREAS, STOCKPILE AREAS, MATERIAL
LAYDOWN, EQUIPMENT PARKING, CONTRACTOR PARKING, EARTHWORK ACTIVITIES, UTILITY TRENCHING, OVERHEAD
UTILITY WORK, ETC SHALL BE RESTORED TO EXISTING CONDITIONS. ALL AREAS NOT DESIGNATED FOR PAVEMENT OR
GRAVEL SURFACING SHALL BE COVERED WITH A MINIMUM 4-INCHES OF TOPSOIL, SEEDED, AND IRRIGATED/MAINTAINED
FOR A MINIMUM OF 12 MONTHS OR UNTIL 95% COVERAGE OF GROUND COVER PER THE SPECIFICATIONS. MINIMUM 2-FOOT
WIDE STRIP OF EGLIN AFB APPROVED SOD MUST BE INSTALLED ADJACENT TO ALL NEW IMPERVIOUS HARD SURFACES
SUCH AS BUILDINGS, SIDEWALKS, PAVEMENT, CURB, ETC.
11. MISCELLANEOUS CONTRACTOR ACCESS PROCEDURES: PERIODIC AIR FORCE EXERCISES MAY OR MAY NOT IMPACT DAILY
ENTRY PROCEDURES TO WORK AREAS ON EGLIN AFB. IN ADDITION, ALL CONTRACTOR PERSONNEL MAY BE REQUIRED TO
LEAVE AN AREA AND REACCOMPLISH ENTRY PROCEDURES. IN THE EVENT OF AN EMERGENCY THAT REQUIRES
EVACUATION FROM THE AREA, CONTRACTOR SHALL COMPLY WITH THE INSTRUCTIONS FROM SECURITY FORCES.
12. CONTRACTOR SHALL PROVIDE ALL NECESSARY WATER AND TOILET FACILITIES FOR HIS WORKERS WITHIN THE
CONSTRUCTION ZONE. CONTRACTOR WORKERS SHALL NOT USE GOVERNMENT FACILITIES UNLESS SPECIFICALLY
INDICATED OTHERWISE. LOCATIONS OF FACILITIES SHALL BE COORDINATED WITH CONTRACTING OFFICER.
13. IF ANY EMERGENCY ROUTES REQUIRE CLOSURE DUE TO CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL NOTIFY THE
CONTRACTING OFFICER, POLICE, LOCAL FIRE AUTHORITY, AND ALL OTHER EMERGENCY SERVICES OF THE CLOSURE AT
LEAST 21 DAYS IN ADVANCE FOR APPROVAL. SEE NOTE 6 UNDER TRAFFIC CONTROL.
COORDINATION AND COMMUNICATION DURING CONSTRUCTION:
1. CONTRACTOR SHALL APPOINT A CONSTRUCTION SUPERINTENDENT, SUBJECT TO THE APPROVAL OF THE CONTRACTING
OFFICER, WHO SHALL BE PRESENT ON THE CONSTRUCTION SITE AT ALL TIMES DURING WORKING HOURS WHILE JOB IS IN
PROGRESS. THE SUPERINTENDENT SHALL BE DESIGNATED THE RESPONSIBLE CONTRACTOR'S REPRESENTATIVE WHO
SHALL BE AVAILABLE ON A 24-HOUR BASIS. WHEN THE CONTRACTOR'S REPRESENTATIVE IS NOT AVAILABLE ON THE
CONSTRUCTION SITE, AN ALTERNATE REPRESENTATIVE SHALL BE PROVIDED.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONSTANT COORDINATION BETWEEN ANY SUBCONTRACTORS
AND THE CONTRACTING OFFICER. ALL CONSTRUCTION ACTIVITIES PLANNED BY THE CONTRACTOR SHALL BE REVIEWED
AND APPROVED BY THE CONTRACTING OFFICER.
TRAFFIC CONTROL:
1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CORDON OFF THE WORK AREAS AND STREET CROSSINGS BY USING
BARRICADES APPROVED BY THE CONTRACTING OFFICER.
2. ALL CONSTRUCTION EQUIPMENT AND CONTRACTOR CONSTRUCTION VEHICLES SHALL BE MARKED WITH COMPANY
PAINTED DESIGNS, INSIGNIAS OR OTHER COMPANY MARKINGS, WHICH ARE CLEARLY VISIBLE.
3. CONSTRUCTION EQUIPMENT SHALL HAVE AUTOMATIC SIGNALING DEVICES TO SOUND AN ALARM WHEN MOVING IN
REVERSE.
4. ONLY RUBBER-TIRED VEHICLES SHALL BE ALLOWED ON EXISTING PAVEMENT THAT IS TO REMAIN.
5. NON-CONSTRUCTION PEDESTRIAN TRAFFIC SHALL NOT BE ALLOWED INSIDE THE CONSTRUCTION FENCE LIMITS.
6. CONTRACTOR SHALL PROVIDE A MINIMUM 14 DAY NOTICE TO EGLIN AFB AND THE CONTRACTING OFFICER PRIOR TO ANY
REQUESTED ROAD CLOSURE. THE 14 DAY ADVANCE NOTICE DOES NOT MEAN THE REQUEST WILL BE AUTOMATICALLY
APPROVED. THE 14 DAYS PROVIDES NECESSARY TIME FOR EGLIN AFB 96CEG TO COORDINATE AND VERIFY IF CLOSURE IS
ACCEPTABLE. CONTRACTOR SHALL WORK WITH THE 96CEG AND CONTRACTING OFFICER TO FINALIZE DATES IF THE BASE
HAS CONFLICTS WITH OTHER ACTIVITIES.
7. CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER FOR ALL OUTAGES OR ROAD CLOSURES, INCLUDING
CHELCO AND ASUS COORDINATION.
EQUIPMENT AND STOCKPILE HEIGHT:
1. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT ITS MOVEMENT BY WIND FORCES.
2. TEMPORARY OBSTRUCTIONS, SUCH AS CRANES, MUST BE MARKED AND LIGHTED IN ACCORDANCE WITH FAA AC 70/7460.
CONTRACTOR SHALL PROVIDE ALL NECESSARY INFORMATION TO THE BASE CE FOR CONSTRUCTION CRANES, EQUIPMENT, AND RELATED EQUIPMENT, AND RELATED ACTIVITIES. ALL FORMS SHALL BE APPROVED PRIOR TO USING OR BRINGING
EQUIPMENT ON SITE. BASE CE TO SUBMIT 7460 FORMS TO FAA FOR PERMANENT BUILDING. CONTRACTOR TO SUBMIT 7460
FORMS TO FAA FOR ALL TEMPORARY CONSTRUCTION.
3. THE MAXIMUM ALLOWABLE HEIGHT OF CONSTRUCTION EQUIPMENT OPERATING IN AN AIRCRAFT OPERATIONS AREA IS
GOVERNED BY FAA AC 150/5370-2F AND AC 150/5300-13A (CURRENT EDITIONS). TEMPORARY OBSTRUCTIONS, SUCH AS
CRANES AND EQUIPMENT LESS THAN 150'-0" IN HEIGHT REQUIRE ADDITIONAL LOCAL APPROVAL AS WELL AS FAA 7460
APPROVAL. COORDINATE WITH CONTRACTING OFFICER AND EGLIN BASE CE OFFICE FOR LOCAL OBSTRUCTION APPROVAL.
WHEN EQUIPMENT IS EXPECTED TO PENETRATE THE AIRFIELD APPROACH SURFACES OR WHEN CRANES WILL BE USED
ON-SITE, CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 45-60 DAYS TO THE CONTRACTING OFFICER AND BASE
AIRFIELD OPERATIONS PRIOR TO THE START OF CONSTRUCTION TO COORDINATE THE SUBMITTAL OF FAA FORM 7460 TO
THE FAA REGIONAL OFFICE. PERMISSION TO USE CRANES SHALL BE ISSUED BY BASE AIRFIELD OPERATIONS AND THE
CONTRACTING OFFICER AFTER APPROVAL BY THE FAA.
4. OBSTRUCTION LIGHT FIXTURES SHALL BE AVIATION RED INCANDESCENT STEADY BURNING FAA AC 150/5345-43, TYPE L-810.
AIR FORCE POLICY DOES NOT ALLOW USE OF LED FIXTURES FOR OBSTRUCTION LIGHTING.
5. WHEN NOT IN OPERATION, ALL EQUIPMENT AND CRANES SHALL HAVE BOOMS OR ARMS LOWERED TO THEIR LOWEST
ELEVATION.
6. CONTRACTOR SHALL NOT STOCKPILE CONSTRUCTION MATERIALS, SPOILS, OR DEBRIS IN ANY AREA WHERE SUCH
STOCKPILES WOULD PENETRATE AVIATION SURFACES. A 360 DEGREE RED OBSTRUCTION LIGHT SHALL BE PLACED AT THE
HIGHEST POINT OF THE STOCKPILE. STOCKPILING OF MATERIAL WITHIN THE AIRFIELD SAFETY AREAS IS PROHIBITED.
EXCAVATION AND TRENCHES:
1. CONTRACTOR SHALL COMPLY WITH THE MOST CURRENT EDITION OF OSHA REGULATIONS, THE STATE OF FLORIDA LAWS
CONCERNING EXCAVATION, AND USACE EM 385-1-1 SAFETY AND HEALTH REQUIREMENT MANUAL.
2. OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION SITE SHALL BE PROMINENTLY MARKED WITH ORANGE
BARRICADES WITH FLASHING RED LIGHTS ACCEPTABLE TO THE CONTRACTING OFFICER.
3. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 72 HOURS TO THE CONTRACTING OFFICER AND ASSOCIATED UTILITY
COMPANIES AND AGENCIES BEFORE PROCEEDING WITH ANY EXCAVATION.
4. OPEN ONLY THOSE TRENCHES FOR WHICH MATERIAL IS ON-HAND AND READY FOR PLACING THEREIN. AS SOON AS
POSSIBLE AFTER THE MATERIAL HAS BEEN PLACED AND WORK APPROVED, BACKFILL AND COMPACT TRENCHES AS
SPECIFIED.
5. DEWATERING OF UTILITY TRENCHES AND OTHER EXCAVATIONS MAY BE REQUIRED.
6. STRUCTURES AND UTILITIES TO BE REMOVED SHALL BE BACKFILLED IN ACCORDANCE WITH THE SPECIFICATIONS.
OTHER SAFETY REQUIREMENTS:
1. CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT CONFORM TO OCCUPATIONAL SAFETY AND HEALTH
ADMINISTRATION (OSHA) REGULATIONS AND USACE SAFETY MANUAL EM 385-1-1.
2. CONTRACTOR SHALL MAINTAIN AT ALL TIMES ONE FIRE LANE FREE FROM OBSTRUCTION AND MAINTAIN ACCESS TO AND
THROUGH THE SITE, AND SURROUNDING ROADS AND STREETS.
3. CONTRACTOR SHALL OBTAIN A BURN PERMIT FROM THE EGLIN AFB FIRE DEPARTMENT PRIOR TO PERFORMING ANY
WELDING ON EGLIN AFB.
4. THE CONTRACTOR SHALL PERFORM ON-SITE INSPECTIONS DAILY AND PRIOR TO LEAVING THE SITE EACH DAY TO REMEDY
ANY SAFETY CONCERNS IMMEDIATELY.
5. THERE SHALL BE NO PERMANENT WASTE SITES ON BASE PROPERTY. ANY TEMPORARY WASTE AREA 10 DAYS OR LESS
SHALL BE APPROVED BY THE CONTRACTING OFFICER AND SHALL BE KEPT IN AN ORDERLY CONDITION. REMOVAL OF
WASTE THAT IS NOT PROPERLY MAINTAINED IS SUBJECT TO THE DIRECTION OF THE CONTRACTING OFFICER.
6. CONTRACTOR SHALL COORDINATE THE RELOCATION AND SALVAGE OF ANY GOVERNMENT OWNED EQUIPMENT WITH THE
CONTRACTING OFFICER.
7. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO CONTROL/PREVENT DUST CAUSED BY CONSTRUCTION ACTIVITIES
TO A LIMIT ACCEPTABLE TO BASE OPERATIONS. THE CONTRACTOR SHALL CONTROL/PREVENT BLOWING DUST ON THE
PROJECT SITE FROM ANY HAUL ROUTE OR WORK AREA REGARDLESS OF SOURCE.
8. GASOLINE, DIESEL FUEL, OIL, AND HAZARDOUS WASTE RESULTING FROM CONTRACTOR'S OPERATIONS OR ACTIVITIES
SHALL BE PROPERLY DISPOSED OF IN ACCORDANCE WITH THE SPECIFICATIONS AND LOCAL REGULATORY REQUIREMENTS
AND PROPERLY REMOVED FROM THE PROJECT PROPERTY. IF HAZARDOUS MATERIALS ARE ENCOUNTERED OR
UNCOVERED DURING CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACTING
OFFICER.
9. FAILURE TO COMPLY WITH BASE OPERATIONS AND THE CONTRACTING OFFICER SAFETY REQUIREMENTS SHALL RESULT IN
THE SUSPENSION OF CONSTRUCTION ACTIVITIES UNTIL ALL SAFETY CONCERNS ARE ADDRESSED BY THE CONTRACTOR
TO THE SATISFACTION OF THE CONTRACTING OFFICER.
10. ANY WORKERS AND EQUIPMENT NOT IN COMPLIANCE WITH SAFETY PLAN OR BASE OPERATIONS SHALL IMMEDIATELY BE
REMOVED FROM THE WORK AREA AND SHALL NOT BE PERMITTED TO RETURN THROUGHOUT THE REMAINDER OF THE
PROJECT.
11. ALL TEMPORARY CONSTRUCTION LIGHTING SHALL BE COORDINATED WITH EGLIN AFB SECURITY FOR APPROVAL OF
LOCATIONS, HEIGHT, AND DIRECTION.
12. CONTRACTOR SHALL PROVIDE KEY ACCESS TO ALL CONSTRUCTION GATES TO THE EGLIN AFB FIRE DEPARTMENT DURING
CONSTRUCTION. COORDINATE ACCESS PADLOCKS AND KEYS WITH THE CONTRACTING OFFICER.
CONTRACTOR SAFETY PLAN SUBMITTALS:
1. CONTRACTOR SHALL FURNISH A CONSTRUCTION SAFETY PLAN IN ACCORDANCE WITH THE SPECIFICATIONS AND USACE
SAFETY MANUAL EM 385-1-1 WITH PROJECT SCHEDULE. THE SAFETY PLAN SHALL IDENTIFY THE FOLLOWING ITEMS:
A. PROPOSED ACCESS POINTS, STAGING AREA AND HAUL ROUTES.
B. TEMPORARY MARKINGS AND SIGNAGE TO BE USED.
C. LOCATION AND TYPE OF BARRICADES OR OTHER TRAFFIC CONTROL DEVICES.
D. METHODS BY WHICH THE CONTRACTOR WILL COMMUNICATE WITH THE CONTRACTING OFFICER.
E. CONTRACTING SUPERINTENDENT
F. SITE SAFETY MANAGER
NIGHT WORK:
1. WORK LIGHTS FOR NIGHT WORK ON THE BASE SHALL BE POSITIONED SUCH THAT THE LIGHT WILL NOT BE DIRECTED
TOWARD THE CONTROL TOWER OR AIRCRAFT UTILIZING THE RUNWAY AND AIRFIELD INCLUDING APPROACHES.
COORDINATE WITH BASE OPERATIONS AND REQUEST ACTIVITY 5 DAYS IN ADVANCE.
SECURITY REQUIREMENTS:
1. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS AND PROCEDURES OF “IAW
AFFAR 5353.242-9000, CONTRACTOR ACCESS TO AIR FORCE INSTALLATIONS”, IN ACCORDANCE WITH THE SITE ACCESS AS
INDICATED FOR CONSTRUCTION ACCESS.
2. ALL CONTRACTOR EMPLOYEES SHALL CARRY CONTRACTOR PHOTO IDENTIFICATION AT ALL TIMES WHILE WORKING INSIDE
THE EGLIN AFB SECURE PERIMETER.
3. CONTRACTOR EMPLOYEES SHALL COMPLY WITH ANY INTEGRATED DEFENSE MEASURES THAT MAY BE NECESSARY
DURING CONTINGENCY OPERATIONS. THIS INCLUDES, BUT IS NOT LIMITED TO, VEHICLE INSPECTIONS, IDENTIFICATION
CHECKS, ETC.
4. CONTRACTOR AND EMPLOYEE IDENTIFICATION CREDENTIALS: DUE TO THE NATURE OF THE MILITARY MISSION AT EGLIN
AFB, STRINGENT SECURITY PROCEDURES ARE ESTABLISHED TO ENSURE MISSION SUCCESS. PART OF THE MISSION
ASSURANCE PIECE IS TO CONDUCT IDENTITY PROOFING AND VETTING OF ALL CONTRACTORS WHO ENTER THE
INSTALLATION. THE VETTING PROCESS INCLUDES AN EXTENSIVE CRIMINAL HISTORY CHECK TO DETERMINE THE
INDIVIDUAL'S FITNESS FOR AUTHORIZATION TO ENTER THE INSTALLATION. THE PRIMARY CONTRACTOR WILL ENSURE ALL
EMPLOYEES WORKING INSIDE THE EGLIN AFB SECURITY PERIMETER POSSESS PROPER CREDENTIALS ALLOWING THEM TO
WORK IN THE UNITED STATES. EXECUTIVE ORDER 12989 REQUIRES CONTRACTORS TO USE THE DEPARTMENT OF
HOMELAND SECURITY'S E-VERIFY SYSTEM FOR ALL EMPLOYEES WORKING ON FEDERAL CONTRACTS. SEE PROJECT
SPECIFICATIONS AND EGLIN AFB SECURITY FOR FULL LISTING OF ALL REQUIREMENTS.
5. EMPLOYEES WILL BE IDENTITY-PROOFED AND VETTED EACH TIME A PASS AND/OR CREDENTIAL IS ISSUED. SECURITY
FORCES PERSONNEL MAY ALSO CONDUCT RANDOM SCREENING AT ANY TIME. IF DISQUALIFYING INFORMATION IS FOUND, EMPLOYEES MAY BE DENIED ACCESS TO THE INSTALLATION AND THE CONTRACTING OFFICER OR CONTRACT
ADMINISTRATOR WILL BE NOTIFIED OF THE DENIAL. DUE TO MANDATES OF USC 552A (B) (3) AS RELATED TO PRIVACY ACT
1974 AS AMENDED, THE INFORMATION CAN ONLY BE DISCUSSED WITH THE EMPLOYEE AND WILL NOT BE EXPRESSED
OUTSIDE OF LAW ENFORCEMENT.
6. BASE ACCESS CREDENTIALS: THE CONTRACTOR SHALL SUBMIT ALL EGLIN AFB FORMS AT LEAST 7 DAYS PRIOR TO, IF THE
EMPLOYEE WILL BE REQUIRED TO DRIVE ON THE INSTALLATION, HE/SHE MUST PRESENT A VALID DRIVER'S LICENSE, STATE
VEHICLE REGISTRATION AND PROOF OF INSURANCE. FURTHER, THE VEHICLES AND EQUIPMENT MAY BE ESCORTED
DURING EXERCISE OPERATIONS AND MAY BE RENDERED IMMOBILE WHEN NOT IN OPERATION BY THE REMOVAL OF
IGNITION KEYS OR BY OTHER READILY REVERSIBLE MEANS. CONTRACTOR VEHICLES ARE SUBJECT TO SEARCH PRIOR TO
ENTERING, WHILE TRANSITING AND/OR WHILE EXITING THE INSTALLATION.
7. IF THE CONTRACT REQUIRES WORK TO BE DONE IN CONTROLLED OR RESTRICTED AREAS ON THE INSTALLATION, ACCESS
TO THOSE AREAS WILL REQUIRE COORDINATION WITH AND APPROVAL BY ORGANIZATIONS CONTROLLING THOSE AREAS.
MORE DETAILED INFORMATION MAY BE REQUESTED FROM THE CONTRACTING OFFICER UPON AWARD OF THE CONTRACT.
RECORD DRAWING NOTES:
1. CONTRACTOR SHALL MAINTAIN UPDATED RECORD DRAWINGS AT ALL TIMES THROUGH THE DURATION OF THE PROJECT.
CONSTRUCTION RECORD DRAWINGS IN CADD AND GIS FORMAT, SHALL BE SUBMITTED TO THE CONTRACTING OFFICER.
AS-BUILTS FOR ALL UTILITY SYSTEMS AND BUILDING STRUCTURES SHALL BE FIELD SURVEYED AND STAMPED BY A
LICENSED SURVEYOR IN THE STATE OF FLORIDA.
2. DURING CONSTRUCTION OF THE PROJECT, CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING TRACK OF ANY
CONTRACTING OFFICER APPROVED FIELD CONSTRUCTION REVISIONS TO THE DESIGN DEPICTED ON APPROVED
CONSTRUCTION DRAWINGS. THESE REVISIONS SHALL BE USED TO PREPARE RECORD DRAWINGS OF COMPLETED
CONSTRUCTION.
3. ALL VARIATIONS IN PROJECT CONDITIONS, LOCATIONS, AND CONFIGURATIONS, AND ANY OTHER CHANGES OR DEVIATIONS
FROM THE INFORMATION PRESENTED ON THE ORIGINAL, APPROVED CONSTRUCTION DRAWINGS SHALL BE NOTED. THIS
INCLUDES BURIED OR CONCEALED CONSTRUCTION AND UTILITY FEATURES THAT WERE REVEALED DURING
CONSTRUCTION.
CONTRACTOR PERMITTING REQUIREMENTS:
1. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS TO COMPLY WITH ALL FEDERAL, STATE, AND LOCAL
REGULATORY REQUIREMENTS. THE PERMITTING PROCESS MAY INCLUDE THE SUBMISSION OF THE FOLLOWING TYPES OF
PERMITS:
A. EROSION AND SEDIMENT CONTROL.
B. STORMWATER MANAGEMENT.
C. MONITORING WELLS.
D. SOLID AND HAZARDOUS WASTE.
E. DIGGING.
F. TRAFFIC.
G. WELDING PERMIT FOR ANY WELDING OR CUTTING OPERATIONS CAN BE OBTAINED AT THE EGLIN AFB FIRE STATION.
H. FAA FORM 7460
I. AIR PERMIT
J. FUGITIVE DUST PERMIT
A
M E
N D
M E
10'-0" (MAXIMUM)END BAY MULTIPLES OF
10'-0" MAXIMUM
ANGLE OR
CORNER
POST
FINISH
GRADE
CHAIN
LINK
FABRIC
M A
X
TENSION WIRE
M I N
TRUSS ROD
24'-0" MINIMUM
M A
X
M I N
FINISH GRADE
GATE POST
GATE FRAME
GATE POST
TRUSS
RODS
CHAIN LINK FABRIC
BRACE
TRUSS
RODS
BRACE
CHAIN LINK FABRIC
DIVERSION RIDGE
12" BASE ROCK (MIN)
AS NEEDED BY CONTRACTOR
E X
I S
T I N
G
P
A V
A
D W
A Y
VARIES (50'-0' MIN UNLESS NOTED
OTHERWISE)
24'-0" MIN.
F L O
W
FLOW
FLOW
R
T
Y
P
F L O
W
SPILLWAY
SEDIMENT BARRIER
(SEE NOTE 4)
SECTION C-C
EXISTIN
G
PAVED
R
O
AD
W
AY
FILTER FABRIC FOR STABILIZATION
G
E
A
T E
R
DIVERSION RIDGE REQUIRED
WHERE GRADE EXCEEDS 2%
NOTES:
1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING
OF SEDIMENT ONTO ROADWAY. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF
ANY MEASURES USED TO TRAP SEDIMENT.
2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY.
3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE
THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. CONTRACTOR TO PROVIDE
EQUIPMENT FOR WASHING.
4. USE SANDBAGS OR OTHER APPROVED METHODS TO CHANNELIZE RUNOFF TO BASIN AS REQUIRED.
C
CS502
LATCH TO
ACCOMMODATE
PADLOCK
NOTES:
1. A KNOX PADLOCK MODEL # 3770 SHALL BE INSTALLED ON ALL TEMPORARY GATES TO SECURE THE
TEMPORARY GATE COMBINED WITH THE CONTRACTORS LOCK TO ENABLE EMERGENCY ACCESS 24/7.
THE KNOX LOCK MUST BE KEYED FOR THE EGLIN AFB FIRE DEPARTMENT KEY ACCESS.
2. DEPTHS OF FENCE POST SHALL BE MINIMUM OF 3', OR PER FENCE MANUFACTURE'S
RECOMMENDATION.
TENSION WIRE
TENSION WIRE
12" MIN
LOCATE TREE
PROTECTION FENCE
12 INCHES OUTSIDE
OF DRIPLINE.
2"X4" POSTS, 12'-0"
MAX SPACING
SAFETY ORANGE NYLON
OR POLYPROPYLENE
TYPE FENCING
SECTION
NOTES:
1. CONSTRUCTION FENCE SHALL BE INSTALLED PRIOR TO
CONSTRUCTION OPERATIONS.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR FENCE
MAINTENANCE. REPAIR AND/OR REPLACE ALL SECTIONS
DAMAGED DURING CONSTRUCTION OPERATIONS.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR HEALTH OF
PROTECTED TREES THROUGHOUT THE CONSTRUCTION
PERIOD. TREES SHOWING SIGNS OF STRESS SHALL BE
BROUGHT TO THE ATTENTION OF THE COR IMMEDIATELY.
ALL TREES THAT DIE DUE TO CONSTRUCTION
OPERATIONS SHALL BE REPLACED AT THE
CONTRACTORS EXPENSE. THE REPLACEMENT TREE
SHALL BE OF COMPARABLE SIZE & SPECIES BASED ON
NURSERY AVAILABILITY. CONTRACTOR SHALL SUBMIT
REPLACEMENT TREES TO COR FOR FINAL ACCEPTANCE
PRIOR TO INSTALLATION.
M
I N
D E
P T
H
M
I N
H E
I G
H T
1"X4" STRINGER
SCALE: N.T.S.
TEMPORARY CONSTRUCTION FENCE
A1
SCALE: N.T.S.
STABILIZED CONSTRUCTION ENTRANCE
A8
SCALE: N.T.S.
TREE PROTECTION
D1
S I D
E W
A L K
CURB AND
GUTTER
P A
R K
I N
G
L O
T
P A
V E
M E
N T
S I D
E W
A L K
VARIES
M
A X
VARIES
VARIES
TRANSITION
SLOPE VARIES
TRANSITION
SLOPE VARIES
SECTION A
PLAN
DETECTABLE WARNING
A
A
SCALE: N.T.S.
SIDEWALK WHEELCHAIR RAMP
F8
CS501
D3
A
B
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D
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US Army Corps of Engineers
U S
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SHEET ID
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J A
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CS502
S I T
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D
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A I
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U E
H R
S
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W
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D D
D
D
D
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W
W
W
W
W
W
W
W
W
C
P
C
P
C
P
C
P
C
P
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TR
TR
TR
TR
TR
TR
TR
TR
TR
R
L F
R
F
36" R C
P ~ ± 369 L.F.
F
R
C P
L
.F
15" RCP
± 35 L.F.
15" RCP
± 30 L.F.
G r a v e l
D r i v e
15" RCP
± 39 L.F.
COMM
COMM
COMM
C O
M
M COMM
COMM
COMM
COMM
COMM
COMM
COMMCOMM
C O
M M
CO
M
M
C O
M M
C O
M M
COMM
CO
M
M
CO
M
M
COM
M
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 W
W W
W
-2.4%-0.9%
-2.0%
-3.6%
-1.3%
-0.7%-1.3%
-4.2%
CBCB
CB
C B
B
T
I O
N
S
D
B
T
I O
N
S
D
S
D
PH I 18" SD2
2+003+004+004+49.22
PH I SDI1
STA: 4+49.13
RIM: 54.00
INV. OUT: 50.50
PH I SDI2
STA: 1+22.13
RIM: 53.80
INV. IN: 48.05
INV. OUT: 47.95
BID OPTION 1 - SDI4
STA: 1+32.13
RIM: 52.28
INV. IN: 45.64
INV. OUT: 45.57
BID OPTION 1 - SDI3
STA: 3+80.12
RIM: 52.48
INV. OUT: 47.50
BID OPTION 1 - FES
S
F
SF
SF
SF
SF
SF
S
F
S
F
SF
SF
SF
SF
SF
S
F
S
F
S F
S F
SF
SF
S
F
S
F
S F
S F
S F
S F
S F
S F
SF
SF
SF
SF
SF SF SF
SF SF SF SF SF SF
SF
SF
SF
SF
S F
S F
S F
S F
S F
S F
S F
S F
S F
S F
S F
EXISTING CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED SURFACE SLOPE
PROPOSED SPOT ELEVATION
GRADING LEGEND:
EXISTING SPOT ELEVATION
-0.50%
SILT FENCE
SF
18" SD RCP
LIMITS OF DISTURBANCE
RCP WITH
FLARED END
SECTION
CU500
E7
CG501
A9
A
B
C
D
E
F
G
H
I
1 2 3 4 5 6 7 8 9 10 11 12
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O
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S I G
N E
D
B
Y
S I Z
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S U
B M
I T
T E
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B
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C O
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A N
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C H
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B
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B
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US Army Corps of Engineers
U S
A
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C
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I N
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M O
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SHEET ID
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\\BMCD\DFS\CLIENTS\ANF\USCOE\SAM\97952_EGLINLRSO\DESIGN\CIVIL\MODEL\AFLCMC\SHEETS\AFLCMC-CG100.DWG 2/11/2019 2:22 PM SMLUEHRS
J A
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N
CG100
O V
E R
A L L
G
R A
D I N
G
P
L A
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S
L
U E
H R
S
K
W
A R
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P H
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A
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A S
H E
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A1
OVERALL GRADING PLAN
SCALE: 1" = 40"
40' 80'0
B
U
S
ELEY ROAD
E
L
A
D
M A
J O
R
D
R
H A
T C
H E
E
R
O A
D
A
D
A
NETTLES DR
H
U
H
A
T
C
H
A
D
GAFFNEY ROAD
M
I
N
FOSTER DR
T
T
T T
T
KEY PLAN
GENERAL GRADING NOTES:
1. ALL CONTOUR LABELS AND ELEVATION CALLOUTS ARE IN FEET.
2. ELEVATIONS DENOTES AS "MATCH" ARE INTENDED TO MEET
EXISTING GRADE ELEVATIONS. CONTRACTOR SHALL VERIFY
ELEVATIONS AT TIE-INS AND MATCH POINTS PRIOR TO BEGINNING
CONSTRUCTION.
3. PROPOSED ELEVATIONS INDICATED ARE FOR TOP OF FINAL GRADE,
TOP OF SURFACE FOR PAVEMENT, BOTTOM OF CURB (B/C), OR TOP
OF CURB (T/C) OR TOP OF STRUCTURE UNLESS INDICATED
OTHERWISE.
4. CONTRACTOR SHALL VERIFY ELEVATIONS AT TIE-IN AND/OR MATCH
POINTS PRIOR TO STARTING PAVEMENT SECTION CONSTRUCTION.
5. SEE SPECIFICATION SECTION 31 00 00 FOR EARTHWORK
PREPARATION.
6. STORM WATER BASIN SLOPES AND BOTTOM TO BE SODDED TO
PREVENT EROSION. MAXIMUM SLOPE TO BE 3:1 HORIZONTAL TO
VERTICAL.
7. PLACE CONCRETE SPLASH BLOCKS AT ALL DOWN SPOUT DRAINS
WITH RIP RAP 12-INCH WIDE, 18-INCH LONG AND 8-INCH DEEP.
8. ALL ROOF DRAINAGE RUNOFF AND DOWN SPOUTS SHALL SURFACE
DRAIN, UNLESS OTHERWISE NOTED ON ARCHITECTURAL PLANS.
9. ALL EXCESS SATISFACTORY MATERIAL SHALL BE REMOVED FROM
THE SITE.
10. GRADE AROUND STRUCTURES TO MATCH RIM, SLOPE DOWN TO
BASIN/COLLECTION AREA ELEVATIONS.
11. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING
CONSTRUCTION. ANY DRAINAGE FEATURE OR STRUCTURE
DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO
EXISTING CONDITIONS OR BETTER SUBJECT TO THE APPROVAL OF
THE CONTRACTING OFFICER.
12. THE CONTRACTOR SHALL REMOVE STANDING WATER FROM THE
PROJECT WORK LIMITS AS NECESSARY TO PROTECT SUBGRADE,
SUBBASE, AND/OR BASE COURSE OF NEW PAVEMENT,
SURROUNDING PAVEMENT-TO-REMAIN, OR OTHER COMPLETED
WORK.
13. TOP ELEVATION OF ALL UTILITY STRUCTURES TO REMAIN SHALL BE
ADJUSTED ACCORDING TO PROPOSED FINISH GRADE ELEVATIONS
BY THE ADDITION OF PRECAST RINGS OR CAST IN PLACE CONCRETE
COLLARS.
14. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE
RE-VEGETATED IN ACCORDANCE WITH THE SPECIFICATION WITH A
MINIMUM 4-INCH OF TOPSOIL, SEEDING, AND TEMPORARY
WATERING.
15. UNLESS NOTED OTHERWISE ALL WORK PERFORMED BY PHASE I
CONTRACTOR. SEE SHEETS GC101 - GC104 FOR PHASES
COMPLETED BY OTHERS.
16. FOR BID OPTIONS NOT AWARDED, CONTRACTOR SHALL USE
TEMPORARY SEEDING WITHIN LIMITS AS SHOWN ON GC102.
FOSTER DRIVE
H
U
I V
E
H U
I V
E
BUILDING 2443
EXISTING SOIL
STOCKPILE
(TO REMAIN)
PHASE III
BUILDING 4
(BY OTHERS)
PAD ELEV = 57.00
PHASE III
BUILDING 5
(BY OTHERS)
PAD ELEV = 60.00
PHASE I
BUILDING 2
PAD ELEV = 59.00'
PHASE I
BUILDING 1
PAD ELEV = 58.00'
PHASE II
BUILDING 3
(BY OTHERS)
PAD ELEV =
58.00
LONG RANGE STAND-OFF FACILITY
(BY OTHERS)
EMERGENCY ACCESS DRIVE
(BY OTHERS)
BID OPTION 1 -
STORMWATER BASIN
PH I STORMWATER
BASIN
PHASE III STORMWATER
BASIN (BY OTHERS)
A
M E
N D
M E
AMENDMENT NO. 0003
AutoCAD SHX Text
UNDERGROUND POWER LINE
AutoCAD SHX Text
4' CONCRETE SIDEWALK
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
BACK OF CURB
AutoCAD SHX Text
BACK OF CURB
AutoCAD SHX Text
STORM SEWER MANHOLE
AutoCAD SHX Text
STORM SEWER MANHOLE
AutoCAD SHX Text
STORM SEWER MANHOLE
AutoCAD SHX Text
TOP:58.09 INV:52.49 (S) INV:52.94 (N)
AutoCAD SHX Text
TOP: 58.02 INV:53.92 (S) INV:53.85 (W) INV:53.79 (N)
AutoCAD SHX Text
TOP:57.92 INV:54.67 (E)
AutoCAD SHX Text
12" RCP STORM SEWER LINE
AutoCAD SHX Text
24" RCP STORM SEWER LINE
AutoCAD SHX Text
2' "F" CURB AND GUTTER
AutoCAD SHX Text
SERVICE POLE
AutoCAD SHX Text
BM
AutoCAD SHX Text
TBM #1 SET NAIL IN SERVICE POLE EL. 63.25
AutoCAD SHX Text
TOP:62.79 F/L:61.92 INV:59.51 (E)
AutoCAD SHX Text
12" RCP STORM SEWER LINE
AutoCAD SHX Text
CURB INLET
AutoCAD SHX Text
TOP:63.30 F/L:62.43 INV:59.05
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text SSMH TOP: 54.39 54.39 N INV.: 49.64 (6" PVC) S INV.: 49.64 (6" PVC) E INV.: 49.34 (8" PVC) W INV.: 49.24 (8" PVC)
AutoCAD SHX Text
SSMH TOP: 55.60 55.60 E INV.: 50.70 (10" TCP) W INV.: 50.60 (8" PVC)
AutoCAD SHX Text SSMH TOP: 56.82 56.82 N INV.: 51.97 (8" TCP) S INV.: 52.02 (8" TCP) E INV.: 51.87 (10" TCP) W INV.: 51.72 (10" TCP)
AutoCAD SHX Text
SSMH TOP: 47.82 47.82 E INV.: 42.62 (8" PVC) W INV.: 41.52 (10" PVC)
AutoCAD SHX Text
FOSTER DR
AutoCAD SHX Text Storm Manhole TOP: 52.87 NW INV: 45.27 SE INV: 47.57 SW INV: 48.87
AutoCAD SHX Text Storm Manhole TOP: 59.94 NE INV: 56.59
AutoCAD SHX Text Storm Manhole TOP: 60.66 NE INV: 56.56 SW INV: 56.40
AutoCAD SHX Text Storm Manhole TOP: 52.89 NW INV: 46.79 SE INV: 46.79
AutoCAD SHX Text Storm Manhole TOP: 53.26 NW INV: 46.26 NE INV: 46.36
AutoCAD SHX Text Storm Manhole TOP: 53.73 SW INV: 45.63 SE INV: 45.53
AutoCAD SHX Text Storm Manhole TOP: 54.29 NE INV: 51.09
AutoCAD SHX Text Storm Inlet TOP: 53.68 SW INV: 50.88 NE INV: 51.18
AutoCAD SHX Text Storm Manhole TOP: 53.59 NE INV: 49.89
AutoCAD SHX Text Storm Manhole TOP: 50.40 W INV: 46.45
AutoCAD SHX Text Storm Manhole TOP: 49.24 SW INV: 45.39
AutoCAD SHX Text Storm Manhole TOP: 48.82 NE INV: 44.32 SW INV: 44.32
AutoCAD SHX Text
4' CONCRETE SIDEWALK
AutoCAD SHX Text
4' CONCRETE SIDEWALK
AutoCAD SHX Text
4' CONCRETE SIDEWALK
AutoCAD SHX Text
4' CONCRETE SIDEWALK
AutoCAD SHX Text
4' CONCRETE SIDEWALK
AutoCAD SHX Text
4' CONCRETE SIDEWALK
AutoCAD SHX Text
ELEY ROAD
AutoCAD SHX Text
HATCHEE ROAD
AutoCAD SHX Text
HATCHEE ROAD
AutoCAD SHX Text
FOSTER DR
AutoCAD SHX Text
FOSTER DR
AutoCAD SHX Text
FOSTER DR
AutoCAD SHX Text
PARKING AREA
AutoCAD SHX Text
2' "F" CURB AND GUTTER
AutoCAD SHX Text
2' "F" CURB AND GUTTER
AutoCAD SHX Text
2' "F" CURB AND GUTTER
AutoCAD SHX Text
2' "F" CURB AND GUTTER
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
BACK OF CURB
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
BACK OF CURB
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
BACK OF CURB
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
BACK OF CURB
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
BACK OF CURB
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
BACK OF CURB
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
BACK OF CURB
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
BACK OF CURB
AutoCAD SHX Text
YEILD SIGN
AutoCAD SHX Text
STREET NAME SIGN
AutoCAD SHX Text
NO DUMPING SIGN
AutoCAD SHX Text
NO DUMPING SIGN
AutoCAD SHX Text
SPEED LIMIT SIGN
AutoCAD SHX Text
SPEED LIMIT SIGN
AutoCAD SHX Text
NO DUMPING SIGN
AutoCAD SHX Text
NO DUMPING SIGN
AutoCAD SHX Text
AutoCAD SHX Text 77.50
AutoCAD SHX Text
34" OAK
AutoCAD SHX Text
40" OAK
AutoCAD SHX Text
18" PINE
AutoCAD SHX Text
24" PINE
AutoCAD SHX Text
24" PINE
AutoCAD SHX Text
BUSH
AutoCAD SHX Text
BUSH
AutoCAD SHX Text
BUSH
AutoCAD SHX Text
26" PINE
AutoCAD SHX Text
30" PINE
AutoCAD SHX Text
30" OAK
AutoCAD SHX Text
24" PINE
AutoCAD SHX Text
24" PINE
AutoCAD SHX Text
18" PINE
AutoCAD SHX Text
22" PINE
AutoCAD SHX Text
30" PINE
AutoCAD SHX Text
18" PINE
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20" PINE
AutoCAD SHX Text
22" PINE
AutoCAD SHX Text
24" PINE
AutoCAD SHX Text
24" PINE
AutoCAD SHX Text
24" PINE
AutoCAD SHX Text
24" OAK
AutoCAD SHX Text
20" PINE
AutoCAD SHX Text
42" OAK
AutoCAD SHX Text
22" PINE
AutoCAD SHX Text
24" PINE
AutoCAD SHX Text
24" PINE
AutoCAD SHX Text
24" PINE
AutoCAD SHX Text
29" PINE
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26" PINE
AutoCAD SHX Text
24" PINE
AutoCAD SHX Text
21" PINE
AutoCAD SHX Text
30" PINE
AutoCAD SHX Text
29" OAK
AutoCAD SHX Text
HATCHEE ROAD
AutoCAD SHX Text
GAFFNEE ROAD
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
BACK OF CURB
AutoCAD SHX Text
BACK OF CURB
AutoCAD SHX Text
SCHOOL
AutoCAD SHX Text
(ASPHALT WIDTH VARIES)
AutoCAD SHX Text
(24' ASPHALT)
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
BACK OF CURB
AutoCAD SHX Text
PARKING AREA
AutoCAD SHX Text
SERVICE ENTRANCE
AutoCAD SHX Text
SCHOOL ENTRANCE
AutoCAD SHX Text
SERVICE ENTRANCE
AutoCAD SHX Text
2' "F" CURB AND GUTTER
AutoCAD SHX Text
2' "F" CURB AND GUTTER
AutoCAD SHX Text
2' "F" CURB AND GUTTER
AutoCAD SHX Text
2' "F" CURB AND GUTTER
AutoCAD SHX Text
STOP SIGN
AutoCAD SHX Text
30 MPH SPEED LIMIT SIGN
AutoCAD SHX Text
2' "F" CURB AND GUTTER
AutoCAD SHX Text
2' FLAT CURB
AutoCAD SHX Text
BM
AutoCAD SHX Text
BM
AutoCAD SHX Text
TBM #2 SET NAIL IN 24" PINE TREE EL. 58.15
AutoCAD SHX Text
TBM #1 SET NAIL IN SERVICE POLE EL. 63.25
56.74
56.74
56.76
T
R
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50.43
50.86
52.98
52.78
53.00
50.93
47.04
47.84
51.06
46.50
46.50
48.24
54.53
54.63
55.16
55.49
56.68
59.26
58.21
58.11
57.41
57.31
56.33
56.29
57.1357.06
57.91
57.95
51.87
52.17
53.68
59.05
-20.00%
-20.00%
48.30
N 538870.56
E 1324518.02
49.24
N 538827.19
E 1324539.93
44.00
N 538850.41
E 1324504.58
44.00
N 538829.14
E 1324513.94
44.00
N 538821.42
E 1324493.24
44.00
N 538842.28
E 1324484.58
46.71
N 538809.20
E 1324484.87
46.73
N 538847.21
E 1324469.97
CB
BID OPTION 1 - SDI3
N: 538583.41
E: 1324694.08
S
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EXISTING CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED SURFACE SLOPE
PROPOSED SPOT ELEVATION
GRADING LEGEND:
EXISTING SPOT ELEVATION
-0.50%
SILT FENCE
SF
18" SD RCP
LIMITS OF DISTURBANCE
RCP WITH
FLARED END
SECTION
CU500
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GRADING PLAN - ENLARGED PLAN 1
SCALE: 1" = 20'
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20' 40'0
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103 104
KEY PLAN
GRADING NOTES:
1. SEE SHEET CG100 FOR GENERAL GRADING NOTES.
2. PAD ELEVATION TO BE SET AS APPROXIMATE BUILDING
ELEVATION PAD. FINISH FLOOR OF THE FACILITIES IS
APPROXIMATELY 3'-0" ABOVE PAD ELEVATION. SEE
ARCHITECTURAL SHEETS FOR FINAL FINISH FLOOR ELEVATION.
3. UNLESS NOTED OTHERWISE ALL WORK PERFORMED BY PHASE
I CONTRACTOR. SEE SHEETS GC101 - GC104 FOR PHASES
COMPLETED BY OTHERS.
MATCLINE - SEE SHEET CG103 FOR CONTINUATION
M A
T C
H L
I N
E
S
E
N
T I N
U A
T I O
N
PHASE III
BUILDING 4
PAD ELEV = 57.0
(BY OTHERS)
GRADING PREPARATION BY PHASE I
PHASE I
BUILDING 1
PAD ELEV = 58.0
EMERGENCY ACCESS
ROAD (BY OTHERS)
H
U
I V
E
MATCH EXISTING
ELEVATION (PHASE
III - BY OTHERS)
MATCH EXISTING
ELEVATION (PHASE
III - BY OTHERS)
B
T
I O
N
S
D
STORMWATER MANAGEMENT
(PHASE III - BY OTHERS)
GRADING PREPARATION
BY PHASE I
A
M E
N D
M E
AMENDMENT NO. 0003
AutoCAD SHX Text SSMH TOP: 54.39 54.39 N INV.: 49.64 (6" PVC) S INV.: 49.64 (6" PVC) E INV.: 49.34 (8" PVC) W INV.: 49.24 (8" PVC)
AutoCAD SHX Text
FOSTER DR
AutoCAD SHX Text
ELEY ROAD
AutoCAD SHX Text
2' "F" CURB AND GUTTER
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
BACK OF CURB
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
BACK OF CURB
AutoCAD SHX Text
YEILD SIGN
AutoCAD SHX Text
STREET NAME SIGN
AutoCAD SHX Text
AutoCAD SHX Text 77.50
AutoCAD SHX Text
34" OAK
AutoCAD SHX Text
40" OAK
AutoCAD SHX Text
18" PINE
AutoCAD SHX Text
24" PINE
AutoCAD SHX Text
24" PINE
AutoCAD SHX Text
BUSH
AutoCAD SHX Text
BUSH
AutoCAD SHX Text
BUSH
AutoCAD SHX Text
26" PINE
AutoCAD SHX Text
30" PINE
AutoCAD SHX Text
30" OAK
AutoCAD SHX Text
24" PINE
AutoCAD SHX Text
24" PINE
AutoCAD SHX Text
18" PINE
AutoCAD SHX Text
22" PINE
AutoCAD SHX Text
30" PINE
AutoCAD SHX Text
18" PINE
AutoCAD SHX Text
20" PINE
AutoCAD SHX Text
22" PINE
AutoCAD SHX Text
24" PINE
AutoCAD SHX Text
24" PINE
AutoCAD SHX Text
24" PINE
AutoCAD SHX Text
24" OAK
AutoCAD SHX Text
20" PINE
AutoCAD SHX Text
42" OAK
AutoCAD SHX Text
22" PINE
AutoCAD SHX Text
24" PINE
AutoCAD SHX Text
24" PINE
AutoCAD SHX Text
24" PINE
AutoCAD SHX Text
29" PINE
AutoCAD SHX Text
26" PINE
AutoCAD SHX Text
24" PINE
AutoCAD SHX Text
21" PINE
AutoCAD SHX Text
30" PINE
AutoCAD SHX Text
29" OAK
AutoCAD SHX Text
HATCHEE ROAD
AutoCAD SHX Text
GAFFNEE ROAD
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
BACK OF CURB
AutoCAD SHX Text
BACK OF CURB
AutoCAD SHX Text
SCHOOL
AutoCAD SHX Text
(ASPHALT WIDTH VARIES)
AutoCAD SHX Text
(24' ASPHALT)
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
BACK OF CURB
AutoCAD SHX Text
PARKING AREA
AutoCAD SHX Text
SERVICE ENTRANCE
AutoCAD SHX Text
SCHOOL ENTRANCE
AutoCAD SHX Text
SERVICE ENTRANCE
AutoCAD SHX Text
2' "F" CURB AND GUTTER
AutoCAD SHX Text
2' "F" CURB AND GUTTER
AutoCAD SHX Text
2' "F" CURB AND GUTTER
AutoCAD SHX Text
2' "F" CURB AND GUTTER
AutoCAD SHX Text
STOP SIGN
AutoCAD SHX Text
30 MPH SPEED LIMIT SIGN
AutoCAD SHX Text
2' "F" CURB AND GUTTER
AutoCAD SHX Text
2' FLAT CURB
AutoCAD SHX Text
BM
AutoCAD SHX Text
BM
AutoCAD SHX Text
TBM #2 SET NAIL IN 24" PINE TREE EL. 58.15
T
T
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58.63
58.62
58.85
58.76
58.24
57.25
59.49
SD
E
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E
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E
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E E
E E
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EXISTING CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED SURFACE SLOPE
PROPOSED SPOT ELEVATION
GRADING LEGEND:
EXISTING SPOT ELEVATION
-0.50%
SILT FENCE
SF
18" SD RCP
LIMITS OF DISTURBANCE
RCP WITH
FLARED END
SECTION
CU500
E7
CG501
A9
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GRADING PLAN - ENLARGED PLAN 2
SCALE: 1" = 20'
N
20' 40'0
B
U
S
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E
L
A
D
M A
J O
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H A
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H E
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103 104
KEY PLAN
MATCLINE - SEE SHEET CG104 FOR CONTINUATION
M A
T C
L I N
E
S
E
N
T I N
U A
T I O
N
GRADING NOTES:
1. SEE SHEET CG100 FOR GENERAL GRADING NOTES.
2. PAD ELEVATION TO BE SET AS APPROXIMATE BUILDING
ELEVATION PAD. FINISH FLOOR OF THE FACILITIES IS
APPROXIMATELY 3'-0" ABOVE PAD ELEVATION. SEE
ARCHITECTURAL PLANS FOR FINAL FINISH FLOOR ELEVATION.
3. UNLESS NOTED OTHERWISE ALL WORK PERFORMED BY PHASE
I CONTRACTOR. SEE SHEETS GC101 - GC104 FOR PHASES
COMPLETED BY OTHERS.
PHASE III
BUILDING 4
(BY OTHERS)
PAD ELEV = 57.0
(GRADING PREPARATION
BY PHASE I)
PHASE I
BUILDING 1
PAD ELEV = 58.0
PHASE III
BUILDING 5
(BY OTHERS)
PAD ELEV = 60.0
(GRADING PREPARATION BY PHASE I)
PHASE I
BUILDING 2
PAD ELEV = 59.0
PHASE II
BUILDING 3
(BY OTHERS)
PAD ELEV = 58.0
(GRADING PREPARATION
BY PHASE I)
EMERGENCY ACCESS DRIVE (BY OTHERS)
MATCH EXISTING
ELEVATION
MATCH EXISTING
ELEVATION
GRADING
PREPARATION
BY PHASE I
A
M E
N D
M E
MATCH EXISTING
ELEVATION
AMENDMENT NO. 0003
AMENDMENT NO. 0003
AutoCAD SHX Text
UNDERGROUND POWER LINE
AutoCAD SHX Text
4' CONCRETE SIDEWALK
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
BACK OF CURB
AutoCAD SHX Text
BACK OF CURB
AutoCAD SHX Text
2' "F" CURB AND GUTTER
AutoCAD SHX Text
BM
AutoCAD SHX Text
TBM #1 SET NAIL IN SERVICE POLE EL. 63.25
AutoCAD SHX Text SSMH TOP: 56.82 56.82 N INV.: 51.97 (8" TCP) S INV.: 52.02 (8" TCP) E INV.: 51.87 (10" TCP) W INV.: 51.72 (10" TCP)
AutoCAD SHX Text
AutoCAD SHX Text 77.50
AutoCAD SHX Text
34" OAK
AutoCAD SHX Text
40" OAK
AutoCAD SHX Text
18" PINE
AutoCAD SHX Text
24" PINE
AutoCAD SHX Text
24" PINE
AutoCAD SHX Text
BUSH
AutoCAD SHX Text
BUSH
AutoCAD SHX Text
BUSH
AutoCAD SHX Text
26" PINE
AutoCAD SHX Text
30" PINE
AutoCAD SHX Text
30" OAK
AutoCAD SHX Text
24" PINE
AutoCAD SHX Text
24" PINE
AutoCAD SHX Text
18" PINE
AutoCAD SHX Text
22" PINE
AutoCAD SHX Text
30" PINE
AutoCAD SHX Text
18" PINE
AutoCAD SHX Text
20" PINE
AutoCAD SHX Text
22" PINE
AutoCAD SHX Text
24" PINE
AutoCAD SHX Text
24" PINE
AutoCAD SHX Text
24" PINE
AutoCAD SHX Text
24" OAK
AutoCAD SHX Text
20" PINE
AutoCAD SHX Text
42" OAK
AutoCAD SHX Text
22" PINE
AutoCAD SHX Text
24" PINE
AutoCAD SHX Text
24" PINE
AutoCAD SHX Text
24" PINE
AutoCAD SHX Text
29" PINE
AutoCAD SHX Text
26" PINE
AutoCAD SHX Text
24" PINE
AutoCAD SHX Text
21" PINE
AutoCAD SHX Text
30" PINE
AutoCAD SHX Text
29" OAK
AutoCAD SHX Text
HATCHEE ROAD
AutoCAD SHX Text
GAFFNEE ROAD
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
BACK OF CURB
AutoCAD SHX Text
BACK OF CURB
AutoCAD SHX Text
SCHOOL
AutoCAD SHX Text
(ASPHALT WIDTH VARIES)
AutoCAD SHX Text
(24' ASPHALT)
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
BACK OF CURB
AutoCAD SHX Text
PARKING AREA
AutoCAD SHX Text
SERVICE ENTRANCE
AutoCAD SHX Text
SCHOOL ENTRANCE
AutoCAD SHX Text
SERVICE ENTRANCE
AutoCAD SHX Text
2' "F" CURB AND GUTTER
AutoCAD SHX Text
2' "F" CURB AND GUTTER
AutoCAD SHX Text
2' "F" CURB AND GUTTER
AutoCAD SHX Text
2' "F" CURB AND GUTTER
AutoCAD SHX Text
STOP SIGN
AutoCAD SHX Text
30 MPH SPEED LIMIT SIGN
AutoCAD SHX Text
2' "F" CURB AND GUTTER
AutoCAD SHX Text
2' FLAT CURB
AutoCAD SHX Text
BM
AutoCAD SHX Text
BM
AutoCAD SHX Text
TBM #2 SET NAIL IN 24" PINE TREE EL. 58.15
W
W
W
W
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TR
TR
SD
G r a v e l
D r i v e
47.04
N 538312.35
E 1325021.77
52.89
N 538342.67
E 1325021.29
45.99
N 538263.52
E 1325039.77
53.07
N 538248.91
E 1325072.70
49.67
N 538165.90
E 1324848.82
45.78
N 538184.55
E 1324855.88
45.82
N 538230.72
E 1324836.74
49.42
N 538234.62
E 1324819.11
-4.73%
-1 .4
2%
-2.37%
-1.54%
-1.40%
-1.06%
-20.00%
-1 .9
CB
C B
PH I SDI1
N: 538499.24
E: 1325129.36
B
T
I O
S
D
BID OPTION 1 - SDI4
N: 538355.25
E: 1324791.24
B
T
I O
N
S
D
BID OPTION 1 FES2
N: 538234.56
E: 1324844.89
S F
S
F
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
S
F
S
F
S F
S F
S F
S F
S F
S F
S F
S F
S F
S
F
SF
SF
SF
SF
SF
SF
SF
SF
SF SF
SF SF SF SF
EXISTING CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED SURFACE SLOPE
PROPOSED SPOT ELEVATION
GRADING LEGEND:
EXISTING SPOT ELEVATION
-0.50%
SILT FENCE
SF
18" SD RCP
LIMITS OF DISTURBANCE
RCP WITH
FLARED END
SECTION
CU500
E7
CG501
A9
A
B
C
D
E
F
G
H
I
1 2 3 4 5 6 7 8 9 10 11 12
D E
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L I C
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A T
I O
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S I G
N E
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CG103
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H E
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A1
GRADING PLAN - ENLARGED PLAN 3
SCALE: 1" = 20'
N
20' 40'0
B
U
S
ELEY ROAD
E
L
A
D
M A
J O
R
D
R
H A
T C
H E
E
R
O A
D
A
D
A
NETTLES DR
H
U
H
A
T
C
H
A
D
GAFFNEY ROAD
M
I
N
FOSTER DR
T
T
T
T
T
101 102
103 104
KEY PLAN
MATCHLINE - SEE SHEET CG101 FOR CONTINUATION
M A
T C
H L
I N
E
S
E
N
T I N
U A
T I O
N
GRADING NOTES:
1. SEE SHEET CG100 FOR GENERAL GRADING NOTES.
2. UNLESS NOTED OTHERWISE ALL WORK PERFORMED BY PHASE
I CONTRACTOR. SEE SHEETS GC101 - GC104 FOR PHASES
COMPLETED BY OTHERS.
FOSTER DRIVE
H U
I V
E
MATCH EXISTING
ELEVATION
MATCH EXISTING
ELEVATION
UTILITY TRENCH PAVEMENT
REPLACEMENT TO MATCH
EXISTING ELEVATIONS
B
T
I O
N
S
D
BID OPTION 1
STORMWATER BASIN
PHASE I
FINAL GRADING
GRADING
PREPARATION
BY PHASE I
A
M E
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AMENDMENT NO. 0003
AutoCAD SHX Text S
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AutoCAD SHX Text SSMH TOP: 54.39 54.39 N INV.: 49.64 (6" PVC) S INV.: 49.64 (6" PVC) E INV.: 49.34 (8" PVC) W INV.: 49.24 (8" PVC)
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SSMH TOP: 55.60 55.60 E INV.: 50.70 (10" TCP) W INV.: 50.60 (8" PVC)
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4' CONCRETE SIDEWALK
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4' CONCRETE SIDEWALK
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FOSTER DR
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FOSTER DR
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PARKING AREA
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2' "F" CURB AND GUTTER
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EDGE OF PAVEMENT
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BACK OF CURB
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EDGE OF PAVEMENT
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BACK OF CURB
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NO DUMPING SIGN
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NO DUMPING SIGN
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NO DUMPING SIGN
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NO DUMPING SIGN
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AutoCAD SHX Text 77.50
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34" OAK
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40" OAK
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18" PINE
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24" PINE
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24" PINE
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BUSH
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BUSH
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BUSH
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26" PINE
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30" PINE
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30" OAK
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24" PINE
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24" PINE
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18" PINE
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22" PINE
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30" PINE
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18" PINE
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20" PINE
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22" PINE
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24" PINE
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24" PINE
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24" PINE
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24" OAK
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20" PINE
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42" OAK
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22" PINE
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24" PINE
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24" PINE
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24" PINE
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29" PINE
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26" PINE
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24" PINE
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21" PINE
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30" PINE
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29" OAK
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HATCHEE ROAD
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GAFFNEE ROAD
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EDGE OF PAVEMENT
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EDGE OF PAVEMENT
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BACK OF CURB
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BACK OF CURB
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SCHOOL
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(ASPHALT WIDTH VARIES)
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(24' ASPHALT)
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EDGE OF PAVEMENT
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BACK OF CURB
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PARKING AREA
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SERVICE ENTRANCE
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SCHOOL ENTRANCE
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SERVICE ENTRANCE
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2' "F" CURB AND GUTTER
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2' "F" CURB AND GUTTER
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2' "F" CURB AND GUTTER
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2' "F" CURB AND GUTTER
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STOP SIGN
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30 MPH SPEED LIMIT SIGN
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2' "F" CURB AND GUTTER
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2' FLAT CURB
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BM
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BM
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TBM #2 SET NAIL IN 24" PINE TREE EL. 58.15
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48.02
N 538427.73
E 1325396.13
51.65
N 538410.06
E 1325388.15
53.11
N 538498.05
E 1325605.16
48.01
N 538504.93
E 1325578.71
53.87
N 538574.90
E 1325572.00
48.75
N 538551.03
E 1325561.88
48.81
N 538472.34
E 1325375.94
52.68
N 538480.28
E 1325358.09
-1.45%
-1.23%
-1.22%
.5
.7
0.38%
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PH I SDI2
N: 538627.36
E: 1325430.21
PH I 18" SD2
PH I FES1
N: 538515.04
E: 1325478.04
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EXISTING CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED SURFACE SLOPE
PROPOSED SPOT ELEVATION
GRADING LEGEND:
EXISTING SPOT ELEVATION
-0.50%
SILT FENCE
SF
18" SD RCP
LIMITS OF DISTURBANCE
RCP WITH
FLARED END
SECTION
CU500
E7
CG501
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GRADING PLAN - ENLARGED PLAN 4
SCALE: 1" = 20'
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20' 40'0
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ELEY ROAD
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GAFFNEY ROAD
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FOSTER DR
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