Attachment 3 - Drawings RV Storage Area.pdf

RV PARKING AREA AT OAK PARK

MAHG22-1015

KEESLER AFB, MISSISSIPPI

27 MAY, 2022

T1.0

TITLE SHEET

PROJECT SITE

VICINITY MAP - KEESLER AIR FORCE BASE

NOT TO SCALE

LOCATION MAP - KEESLER AIR FORCE BASE

NOT TO SCALE

PROJECT LOCATION

KE

ES

LE

R A

FB

BILOXI BAY

KE

ES

LE

R A

FB

WHITE AVE. GATE

BASE ENTRANCE

LA

R

C H

ER

B

LV

D

BILOXI BAY

GULF OF MEXICO

INDEX OF DRAWINGS

T1.0 TITLE SHEET

G1.0 GENERAL NOTES

D1.0 EXISTING CONDITIONS

D1.1 RV PARKING SITE DEMOLITION

C1.0 SITE MODIFICATION PLAN

C1.1 GEOMETRY PLAN

C1.2 RV PARKING GRADING PLAN

C4.0 SECTIONS AND ELEVATIONS

C5.0 CIVIL DETAILS I

C5.1 CIVIL DETAILS II

E0.0 ELECTRICAL NOTES

E1.0 ELECTRICAL POWER PLAN

E1.1 PHOTOMETRIC PLAN

E5.0 ELECTRICAL DETAILS

E6.0 PANEL SCHEDULES

A. MARASCA G. REED

VARIES

876543

D

E

B

C

A

87654321

G

F

E

D

C

B

A

G

F

KEESLER AIR FORCE BASE

MAHG22-101527 MAY 2022

N/A

RV PARKING AREA AT OAK PARK

R. HOYT

M. HORNE

G1.0

GENERAL NOTES

CIVIL SYMBOL LEGEND:

1. NO FIELD SURVEY DATA WAS COLLECTED PRIOR TO DESIGN. ALL

TOPOGRAPHIC, UTILITY, AND FEATURE DATA ARE BASED ON

EXTERNAL DATA SOURCES LISTED BELOW OR FIELD OBSERVATION.

THE CONTRACTOR IS RESPONSIBLE FOR PERFORMANCE OF A

TOPOGRAPHIC SURVEY AND UTILITY LOCATE PRIOR TO

CONSTRUCTION TO VERIFY THE DESIGN.

a. USGS LIDAR DATA, DATED APRIL 4, 2015.

2. DESIGN DRAWINGS ARE REPORTED IN REFERENCE TO THE

FOLLOWING:

· VERTICAL DATUM: NAVD 88

· HORIZONTAL DATUM: NAD 83 STATE PLANE

COORDINATES, MISSISSIPPI EAST ZONE 2301

4. PRESERVE AND PROTECT ALL PERMANENT REFERENCE

MONUMENTS, PERMANENT CONTROL POINTS, PERMANENT

BENCHMARKS AND PROPERTY CORNERS. IF THE MONUMENTS,

POINTS OR MARKERS ARE DISTURBED, EMPLOY A MISSISSIPPI

REGISTERED PROFESSIONAL LAND SURVEYOR TO RESET OR

REPLACE THEM AT CONTRACTOR'S OWN COST.

1. THE ASSOCIATED STATEMENT OF WORK AND SPECIFICATIONS

DEVELOPED AS PART OF THE DESIGN PACKAGE ARE PART OF AND

APPLY TO WORK SHOWN ON THESE DRAWINGS.

2. ALL DIMENSIONS ARE APPROXIMATE AND ARE NOT GUARANTEED TO

BE CORRECT. FIELD VERIFY ALL DIMENSIONS, LINE SIZES, AND

CONDITIONS PRIOR TO ORDERING MATERIALS OR PROCEEDING WITH

ANY WORK. IF CONDITIONS AND DIMENSIONS VARY FROM THOSE

SHOWN, NOTIFY IN WRITING THE COR BEFORE PROCEEDING WITH

THE WORK.

3. PROTECT ALL ELEMENTS TO REMAIN SUCH AS EXISTING UTILITIES,

ROADS, CURBS, DRIVES, SIDEWALKS, SOD, ETC. RESTORE ANY

DAMAGED ELEMENTS TO THE ORIGINAL CONDITIONS AT

CONTRACTOR’S OWN COST.

4. CONFINE WORK TO SPECIFIC AREAS AS DESIGNATED IN THE SCOPE

OF WORK. DO NOT DISTURB OR IMPACT THE AVAILABILITY OR

ACCESSIBILITY OF AREAS OUTSIDE THE WORK AREA. DEFINE AND

SECURE THE WORK AREA BY INSTALLATION OF A TEMPORARY

BARRIER FENCE.

5. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO DEFINE THE

GENERAL DESIGN AND SCOPE OF WORK REQUIRED TO COMPLETE

THE WORK AND REPRESENT A COMPLETE AND FUNCTIONAL SYSTEM.

INCLUDE ALL COMPONENTS, PARTS, ANCHORS AND OTHER

INCIDENTAL ITEMS WHICH ARE NORMALLY INCIDENTAL TO THE WORK.

THOSE COMPONENTS WHICH ARE NOT SHOWN ON THE DRAWING OR

SPECIFIED BUT WHICH ARE REQUIRED AS AN ESSENTIAL AESTHETIC,

FUNCTIONAL OR CODE REQUIRED ELEMENT OF THE WORK ARE TO BE

INCLUDED, WHETHER OR NOT SPECIFICALLY CALLED FOR IN THESE

PLANS OR SPECIFICATIONS.

6. EXISTING UTILITY LINES SHOWN IN THESE DRAWINGS ARE BASED ON

RECORDS OR FIELD OBSERVATION AND ARE FOR REFERENCE ONLY.

PRIOR TO CONSTRUCTION LOCATE ALL UTILITIES. ANY UTILITY

ADJUSTMENTS, EXISTING OR PROPOSED, REQUIRED TO COMPLETE

CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR.

TREAT ALL LINES AS ACTIVE. REPAIR ANY DAMAGES TO EXISTING

UTILITIES THAT ARE TO REMAIN IN SERVICE IMMEDIATELY AT NO

ADDITIONAL COSTS OR EXPENSE TO THE GOVERNMENT.

7. COORDINATE ACTIVITIES THROUGHOUT THE PROJECT IN A MANNER

THAT ALLOWS EMERGENCY ACCESS TO ALL EXISTING ROADWAYS AT

ALL TIMES WITHOUT DELAYS TO EMERGENCY VEHICLES RESPONSE

TIMES.

8. COORDINATE ALL CRANES COMING ON BASE WITH COE/BASE TO GET

FULL EXTENSION AND EXPECTED DURATION. SUPPLY INFORMATION

TO THE AIRFIELD A MINIMUM OF SIX (6) WEEKS PRIOR TO CRANE'S

ARRIVAL. CONTRACTOR MUST HAVE FAA TEMPORARY CRANE PERMIT

IN HAND PRIOR TO ANY CRANE ACTIVITY.

9. COORDINATE WITH THE BASE CONTRACTOR AND MS ONE CALL (811)

TO LOCATE ALL EXISTING UTILITIES. PRIOR TO EXCAVATION, VERIFY

THE DEPTH, SIZE, AND MATERIAL OF ALL BURIED UTILITIES BY HAND

DIGGING OR OTHER NON-DESTRUCTIVE EXCAVATION TECHNIQUES. .

10. BE ADVISED THAT CONTRACTOR'S WORK MAY BE SUSPENDED WHEN

LIGHTNING IS WITHIN FIVE (5) MILES. THE CONTRACTOR IS NOT

PERMITTED TO CLAIM MONETARY IMPACTS FOR TIME LOST DUE TO

LIGHTING WARNING WORK STOPPAGES.

11. GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES,

RULES, REGULATIONS AND PERMIT CONDITIONS BEARING ON THE

CONDUCT OF THE WORK AS DRAWN AND SPECIFIED.

12. DISPOSE OF MATERIALS IN ACCORDANCE WITH KEESLER AIR FORCE

BASE STANDARDS. COMPLY WITH KAFB RECYCLING STANDARDS FOR

RECYCLABLE MATERIALS.

13. SUBMIT A WEEKLY SCHEDULE OF ACTIVITIES TO THE COR. PROVIDE

DETAILS OF THE SPECIFIC WORK AREAS AND ANTICIPATED IMPACTS

TO SITE OPERATIONS INCLUDING BUT NOT LIMITED TO IMPACTS TO

PEDESTRIAN AND VEHICLE TRAFFIC, NOISE, VIBRATION AND

ACCESSIBILITY.

14. APPOINT A CONSTRUCTION SUPERINTENDENT, SUBJECT TO THE

APPROVAL OF THE CONTRACTING OFFICER, WHO WILL BE PRESENT

ON THE CONSTRUCTION SITE AT ALL TIMES DURING WORKING HOURS

WHILE JOB IS IN PROGRESS. DESIGNATE THE SUPERINTENDENT AS

THE RESPONSIBLE CONTRACTOR'S REPRESENTATIVE AND BE

AVAILABLE ON A 24-HOUR BASIS. WHEN THE CONTRACTOR'S

REPRESENTATIVE IS NOT AVAILABLE ON THE CONSTRUCTION SITE,

PROVIDE AN ALTERNATIVE REPRESENTATIVE.

15. SUBCONTRACT WITH SUPPLIERS AND FABRICATORS AND

INSTALLATION COMPANIES WHICH CAN DEMONSTRATE THAT THEY

POSSESS THE KNOWLEDGE, EXPERIENCE, AND PROVEN CAPABILITIES

TO FULLY PERFORM ALL ASPECTS OF THE WORK REQUIRED WITHOUT

OMISSION.

16. USE EXACT DIMENSIONS. DO NOT SCALE FROM THE DRAWINGS OR

WHERE DIMENSIONS ARE SHOWN WITH ± INDICATIONS. ADJUSTMENTS

MAY BE MADE TO SUIT FIELD CONDITIONS.

17. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE

INTENDED TO BE TYPICAL AND APPLY TO ANY SIMILAR SITUATION

ELSEWHERE IN THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS

SHOWN OR VARIATION NOTED.

18. AT ALL TIMES, USE ALL NORMALLY ACCEPTED AND REASONABLY

EXPECTED SAFETY PRACTICES AND COMPLY WITH ALL FEDERAL,

STATE AND LOCAL REGULATION, ORDINANCES, STANDARDS AND

GUIDELINES PERTAINING TO SAFE USE OF EQUIPMENT OR MATERIALS.

SPECIFICALLY ENSURE COMPLIANCE WITH, BUT NOT LIMITED TO,

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)

REGULATIONS AND USACE SAFETY MANUAL EM 385-1-1.

19. FOR ALL WORK PERFORMED UNDER THIS CONTRACT, AND ALL

EQUIPMENT, APPLIANCES, TOOLS, MATERIALS AND LIKE ITEMS USED

IN THE WORK, CONFORM TO APPLICABLE SAFETY CODES AND

REGULATIONS OF ANY PUBLIC OR OTHER AUTHORITY HAVING

JURISDICTION (AHJ). IN THE EVENT OF CONFLICTING REGULATIONS,

THE MORE STRINGENT INTERPRETATION OR REGULATION GOVERNS.

20. MAINTAIN AND SUBMIT WORKING AS-BUILT DRAWINGS AND FINAL

AS-BUILT DRAWINGS. MODIFY WORKING AS-BUILT DRAWINGS WEEKLY

OR MORE OFTEN AS NECESSARY TO CORRECTLY SHOW PROJECT

FEATURES AS DISCOVERED OR CONSTRUCTED BY BRINGING THE

CONTRACT SET INTO AGREEMENT WITH WORKING AS-BUILT PRINTS

AND ADDING SUCH ADDITIONAL DRAWINGS AS MAY BE NECESSARY.

WORKING AS-BUILT DRAWINGS MUST BE AVAILABLE FOR COR REVIEW

ON SAME DAY OF REQUEST AND BE SUBMITTED MONTHLY TO THE

CONTRACTING OFFICER FOR REVIEW/APPROVAL. FINAL AS-BUILT

DRAWINGS SUBMITTED ON COMPLETION OF THE WORK ARE TO

CONTAIN ALL INFORMATION CONTAINED ON WORKING AS-BUILT

DRAWINGS AT A MINIMUM.

21. LOCATE THE FEATURES OF WORK BY NORTHING AND EASTING

COORDINATES REFERENCED TO NAD83 AND BY ELEVATION

REFERENCED TO NAVD88. ALSO, FOR FEATURES THAT ARE NEAR AN

EXISTING STRUCTURE, LOCATE BY HORIZONTAL AND VERTICAL

MEASUREMENTS FROM THE EXISTING STRUCTURE. LOCATE ALL

UTILITY LINES AND APPURTENANCES IMMEDIATELY AFTER

INSTALLATION. RECORD AND CERTIFY ALL FINAL AS-BUILT DRAWINGS

BY A MISSISSIPPI LICENSED PROFESSIONAL LAND SURVEYOR AT THE

CONTRACTOR'S EXPENSE.

22. STRIP ALL AREAS OF OPEN CUT NEW CONSTRUCTION OF EXISTING

PLANT, TOPSOIL AND OTHER DELETERIOUS MATERIAL. HAUL ALL

UNSUITABLE MATERIAL TO A LOCATION WITHIN FIVE (5) MILES OF THE

WORK AREA AND DISPOSITION AS DEFINED BY THE COR.

23. COMPACT FILL, BACKFILL AND ANY DISTURBED SOIL TO A MINIMUM OF

95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM

D1557) EXCEPT AS SPECIFIED IN THESE DRAWINGS AND/OR IN

SPECIFICATION SECTION 31 00 00.

24. SELECT FILL IS DEFINED AS MDOT SIZE 610 AGGREGATE OR

APPROVED EQUAL. SUBMIT PRODUCT DATA (GRADATION) AND MDOT

CERTIFICATION.

25. PROVIDE CAST IN PLACE CONCRETE IN ACCORDANCE WITH

SPECIFICATION SECTION 03 30 00. PROVIDE COMPRESSION

STRENGTHS AS NOTED IN THE SPECIFIC DETAILS.

26. REFER TO THE STATEMENT OF WORK AND SPECIFICATIONS FOR

REMOVAL, SALVAGE AND ABANDONMENT REQUIREMENTS.

27. PERFORM ALL NECESSARY SOIL AND COMPACTION TESTING TO

DETERMINE SOIL PROPERTIES AND NATURAL AND IMPROVED IN

PLACE CHARACTERISTICS BY AN APPROVED LAB. SUBMIT ALL

TESTING RESULTS.

28. DO NOT REMOVE OR DAMAGE ANY TREES NOT SPECIFICALLY

INDICATED. DO NOT DISTURB OR USE ANY AREA WITHIN THE DRIPLINE

OF TREES TO REMAIN. INSTALL CONSTRUCTION BARRIERS ALONG

THE DRIPLINE OF TREES. REPLACE TREES DAMAGED BY

CONSTRUCTION OPERATIONS WITH TREES OF EQUAL TYPE AND SIZE

AT CONTRACTOR’S OWN COST.

29. WHERE TREES ARE REMOVED, FULLY CLEAR AND GRUB THE AREA TO

REMOVE ALL STUMPS AND ROOTS TO PREVENT FUTURE

SETTLEMENT.

ABBREVIATIONS:

ACI AMERICAN CONCRETE INSTITUTE

APPROX APPROXIMATE

ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS

BM BENCHMARK

KAFB KEESLER AIR FORCE BASE

CES CIVIL ENGINEERING SQUADRON

CIP CAST IN PLACE

CMP CORRUGATED METAL PIPE

CONC CONCRETE

CRSI CONCRETE REINFORCEMENT STEEL INSTITUTE

ELEC ELECTRIC

ELEV ELEVATION

E.W. EACH WAY

FFE FINISHED FLOOR ELEVATION

FT FOOT/FEET

HDG HOT DIPPED GALVANIZED

HH HANDHOLE

HSS HOLLOW STRUCTURAL SECTION

LF LINEAR FEET

MDEQ MISSISSIPPI DEPARTMENT OF ENVIRONMENTAL

QUALITY

MEG MATCH EXISTING GRADE

MES MITERED END SECTION

MH MANHOLE

MIN MINIMUM

NO NUMBER

OC ON CENTER

OPS OPERATIONS

PSI PER SQUARE INCH

RCP REINFORCED CONCRETE PIPE

SCH SCHEDULE

SSMH SANITARY MANHOLE

SWPPP STORMWATER POLLUTION PREVENTION PLAN

SQ SQUARE

SSX SANITARY SEWER PIPE

ST STREET

STD STANDARD

TOS TOP OF STRUCTURE

TYP TYPICAL

WWF WELDED WIRE FABRIC

GENERAL NOTES: SURVEY NOTES:

TYPICAL NOTE,

APPLICABLE TO ALL

OCCURENCES

SPECIFIC

NOTE

BURIED ELECTRICUGE UGE

1. KEESLER AIR FORCE BASE MAINTAINS A STANDING SMALL

CONSTRUCTION NOTICE OF INTENT (SCNOI) WITH MISSISSIPPI

DEPARTMENT OF ENVIRONMENTAL QUALITY (MDEQ). DISTURBANCES

LESS THAN FIVE (5) ACRES DO NOT REQUIRE ADDITIONAL SUBMITTALS

TO THE MDEQ. SUBMIT A STORM WATER POLLUTION PREVENTION

PLAN (SWPPP) FOR KAFB ENVIRONMENTAL APPROVAL. NO

CONSTRUCTION MAY COMMENCE IN ADVANCE OF KAFB APPROVAL OF

THE SWPPP IN WRITING.

2. MEET ALL EROSION AND SEDIMENT CONTROL REQUIREMENTS

CONTAINED IN THE SMALL CONSTRUCTION STORM WATER GENERAL

PERMIT, THE APPROVED SWPPP, AND AS DIRECTED BY THE COR. FOR

THE DURATION OF THE PROJECT, UPDATE AND MAINTAIN THE PERMIT

AND SWPPP AS REQUIRED TO REPRESENT THE FIELD CONDITIONS

AND STORMWATER MANAGEMENT PRACTICES.

3. PRIOR TO SOIL DISTURBING ACTIVITIES, INSTALL EROSION CONTROL

MEASURES. USE EROSION AND SEDIMENT CONTROL BEST

MANAGEMENT PRACTICES CONTAINED IN MISSISSIPPI DEPARTMENT

OF ENVIRONMENTAL QUALITY'S (MDEQ) MISSISSIPPI HANDBOOK FOR

EROSION CONTROL, SEDIMENT CONTROL AND STORMWATER

MANAGEMENT ON CONSTRUCTION SITES AND URBAN AREAS.

4. PROVIDE EROSION CONTROL DEVICES FOR ALL STAGING AND

MATERIAL STOCKPILES AREAS WHEN NECESSARY TO CONTROL

EROSION AND STORMWATER RUNOFF. CONSTRAIN STOCKPILED

MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT ITS

MOVEMENT BY WIND FORCES.

5. DUST CONTROL WILL BE STRICTLY ENFORCED. ACCESS TO WATER

SOURCES FOR FILLING OF WATER TRUCKS WILL BE PERMITTED.

COORDINATE FILLING OPERATIONS BY NOTIFYING VECTRUS SHOPS.

6. SCHEDULE OPERATION SUCH THAT THE AREA OF UNPROTECTED,

ERODIBLE EARTH EXPOSED AT ANY ONE TIME IS NOT LARGER THAN

THE MINIMUM AREA NECESSARY FOR EFFICIENT CONSTRUCTION

OPERATION AND MINIMIZE THE DURATION OF EXPOSURE TO THE

EXTENT POSSIBLE.

7. MAINTAIN THE EROSION CONTROL DEVICES THROUGHOUT THE

DURATION OF CONSTRUCTION OR UNTIL FINAL STABILIZATION IS

ESTABLISHED. PERFORM INSPECTIONS AFTER ALL RAINFALL EVENTS

AND COMPLETE PERIODIC MAINTENANCE AS REQUIRED TO ENSURE

MANAGEMENT PRACTICES FUNCTION PROPERLY. MAINTAIN WRITTEN

RECORDS OF ALL INSPECTIONS, REPAIRS, INCIDENTS AND

MODIFICATIONS AND MAKE AVAILABLE TO THE COR UPON REQUEST.

8. FINAL STABILIZATION FOR EACH STEP IN THE CONSTRUCTION

SEQUENCE MEANS THAT ALL SOIL DISTURBING ACTIVITIES AT THE

LOCATION HAVE BEEN COMPLETED, AND THAT A UNIFORM PERENNIAL

VEGETATIVE COVER WITH A DENSITY OF AT LEAST 70% FOR THE

AREA HAS BEEN ESTABLISHED OR EQUIVALENT MEASURES (I.E.,

CONCRETE OR ASPHALT PAVING, RIP RAP, ETC.) HAVE BEEN

EMPLOYED.

9. RESPOND TO ALL INQUIRIES RELATIVE TO COMPLIANCE OF EROSION

AND SEDIMENTATION CONTROL. MAINTENANCE OF FACILITIES TO

MAINTAIN COMPLIANCE IS AT THE CONTRACTOR'S OWN COST.

EROSION AND SEDIMENT CONTROL NOTES:

A. MARASCA G. REED

876543

D

E

B

C

A

87654321

G

F

E

D

C

B

A

G

F

KEESLER AIR FORCE BASE

MAHG22-1015MAY 27 2022

N/A

RV PARKING AREA AT OAK PARK

GENERAL NOTES (CONTINUED):

TYP

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED SPOT ELEVATION11.00

DRAINAGE FLOW ARROW

PROPOSED FENCE

R. HOYT

M. HORNE

M. HORNE

SECTION CUT WITH

SHEET REFERENCE

INLET SEDIMENT TRAP

SCALE:

EXISTING CONDITIONS

1" = 50'

D1.0

EXISTING CONDITIONS

KE

N

SI

N

G

TO

N D

R

IV

E

SAINT ANDREWS FAIRWAY

A. MARASCA G. REED

876543

D

E

B

C

A

87654321

G

F

E

D

C

B

A

G

F

KEESLER AIR FORCE BASE

MAHG22-1015MAY 27 2022

N/A

RV PARKING AREA AT OAK PARK

CONCORD ROAD

M

IN

DE

N

RO

AD BE

N

AV

ON

R

OA

D

EXISTING PAD MOUNT TRANSFORMER

50 KVA 240/120V SINGLE PHASE

TRANSFORMER #RMT1

EXISTING BUILDING, FUTURE

DEMO BY OTHERS

EXISTING CONCRETE

JERSEY BARRIER

GENERAL NOTES

1. EXISTING COMMERCIAL VEHICLE INSPECTION TENT AND CANOPY

ARE PLANNED FOR DEMOLITION PRIOR TO CONSTRUCTION OF THE

RV PARKING AREA.

2. EXISTING CONTOURS SHOWN ARE BASED ON U.S. GEOLOGICAL

SURVEY, USGS LIDAR POINT CLOUD PUBLISHED ON JANUARY 12, 2018

(LL84 COORDINATE SYSTEM, BASED ON THE WGS84 DATUM). POINT

CLOUD DATA HAS BEEN PROJECTED TO REFERENCE NAD83

MISSISSIPPI STATE PLANES, EAST ZONE, US FOOT. CONTRACTOR IS

RESPONSIBLE FOR PERFORMING OWN TOPOGRAPHIC SURVEY BY

MISSISSIPPI LICENSED PROFESSIONAL LAND SURVEYOR.

0 25 50 100

1"=50'

SCALE IN FEET

GRAPHIC SCALE

EXISTING ASPHALT ROAD WITH

CONCRETE CURB AND GUTTER

(TYP)

FUTURE RV PARKING AREA

EXISTING CANOPY OVER

ROADWAY, FUTURE DEMO

BY OTHERS

DE

VO

N W

AY

1" = 50'

DEVELOPMENT AREA

R. HOYT

X X

X X

X X

X X

X X

X X

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X

X

X X

X

SCALE:

RV PARKING SITE DEMOLITION PLAN

1" = 20'

D1.1

RV PARKING SITE DEMOLITION

A. MARASCA G. REED

876543

D

E

B

C

A

87654321

G

F

E

D

C

B

A

G

F

KEESLER AIR FORCE BASE

MAHG22-1015MAY 27 2022

N/A

RV PARKING AREA AT OAK PARK

DEVELOPMENT/CONSTRUCTION AREA

GENERAL NOTES

1. LARGE TREES SHOWN WITH APPROXIMATE DRIP EDGES INDICATED.

POSITIVELY IDENTIFY, TAG, AND PRESERVE ALL OAK AND MAGNOLIA

TREES. REMOVE ALL OTHER TREES AND SHRUBS.

2. DEMOLISH BARRIERS AND CONCRETE CURB AND GUTTER AS

INDICATED. RESTORE CURBS IN ACCORDANCE WITH DETAILS.

3. EXISTING STORMWATER DRAINAGE SYSTEMS AND STRUCTURES TO

REMAIN. PRESERVE ALL DRAINAGE SYSTEMS AND PATHS UNLESS

NOTED OTHERWISE. CLEAN GUTTERS AND PIPES OF DEBRIS.

4. IN ALL AREAS TO RECEIVE GRAVEL, STRIP VEGETATION AND TOPSOIL

TO A MINIMUM DEPTH OF SIX (6) INCHES BELOW EXISTING GRADE.

PRESERVE AND STOCKPILE TOPSOIL FOR REUSE IN DISTURBED

AREAS TO BE RESTORED. REFER TO SHEET C1.0 FOR

MODIFICATIONS.

0 10 20 40

1"=20'

SCALE IN FEET

GRAPHIC SCALE

44' ± 43

8'

3'

DEMOLISH EXISTING

CONCRETE CURB

AND GUTTER

DEMOLISH EXISTING

CONCRETE CURB

AND GUTTER

BEN AVON ROAD

C O

N C

O R

D R

O

AD

SA

IN

T

AN

D R

EW

S

FA

IR

W

AY

DEVON WAY

EXISTING CONCRETE CURB

AND GUTTER TO REMAIN

EXISTING CONCRETE CURB

AND GUTTER TO REMAIN

DEMOLISH EXISTING

CONCRETE CURB

AND GUTTER

DEMOLISH EXISTING

CONCRETE CURB

AND GUTTER

STRIP VEGETATION

AND TOPSOIL

EXISTING CURB INLET

AND CATCH BASIN

EXISTING JERSEY

BARRIER TO REMAIN

DEMOLISH EXISTING

CONCRETE JERSEY

BARRIER

EXISTING CONCRETE CURB

AND GUTTER TO REMAIN (TYP)

DEAD TREE

REMOVE

SHRUB

REMOVE

DEAD TREE

REMOVE

DEAD TREE

REMOVE

PECAN TREE

REMOVE

OAK TREE

TO REMAIN

MAGNOLIA AND OAK

TREES TO REMAIN

OAK TREE

TRIM OVERHANGS

OAK TREE

TO REMAIN

EXISTING CURB INLET

AND CATCH BASIN EXISTING CURB INLET AND

CATCH BASIN. PROVIDE INLET

SEDIMENT TRAP, SEE DETAIL 2

ON SHEET C5.1

EXISTING CURB INLET AND

CATCH BASIN. PROVIDE INLET

SEDIMENT TRAP, SEE DETAIL 2

ON SHEET C5.1

R. HOYT

M. HORNE

M. HORNE

EXISTING CURB INLET AND

CATCH BASIN. PROVIDE INLET

SEDIMENT TRAP, SEE DETAIL 2

ON SHEET C5.1

3'

HH

HH

SCALE:

SITE MODIFICATION PLAN

1" = 20'

C1.0

SITE MODIFICATION PLAN

A. MARASCA G. REED

876543

D

E

B

C

A

87654321

G

F

E

D

C

B

A

G

F

KEESLER AIR FORCE BASE

MAHG22-1015MAY 27 2022

N/A

RV PARKING AREA AT OAK PARK

GENERAL NOTES

0 10 20 40

1"=20'

SCALE IN FEET

GRAPHIC SCALE

SPECIFIC NOTES

1. REFER TO C5.0 FOR DETAILS OF MODIFIED CURBS.

2. PARKING SPOTS SHOWN ARE APPROXIMATE TO SUPPORT LAYOUT. CONTRACTOR TO

SURVEY AND PROVIDE FINAL PARKING SPOT LAYOUT TO INCLUDE CONSIDERATIONS

FOR GRADE AND OBSTRUCTIONS.

3. PERIMETER FENCE AND GATE TO BE EIGHT (8) FEET HIGH. FENCE TO BE STEEL PANEL

WITH STEEL POSTS, PROVIDE FENCING SYSTEM WIND RATED IN ACCORDANCE WITH

ASCE 7-16 - 148 MPH WIND VELOCITY, RISK CATEGORY 1. PROVIDE STEEL FENCE IN

ACCORDANCE WITH DETAIL 7 ON SHEET C5.0.

4. PROVIDE AGGREGATE PARKING AREA CONSTRUCTED OF SELECT FILL (MDOT

GRADATION 610 CRUSHED STONE) WITH A MINIMUM THICKNESS OF SIX (6) INCHES.

PROVIDE STRUCTURAL SECTION TO INCLUDE COMPACTED STRUCTURAL FILL AND

GEOGRID STRUCTURAL LAYER OVER PREPARED SUBGRADE. REFER TO C5.0 FOR

SECTION.

5. AT EACH PARKING SPOT, INDICATE LIMITS OF PARKING SPOTS AND ASSIGN

NUMBERING FOR EACH SPOT. PROVIDE PERMANENT MARKING ON ADJACENT

FENCING OR WITH FREE-STANDING SIGNAGE AS DETAILED ON SHEET C5.0. PRIOR TO

NUMBERING, SUBMIT FINAL LAYOUT, NUMBERING SYSTEM, AND SIGNAGE FOR

APPROVAL.

6. PROVIDE 25 FEET TALL, TAPERED ALUMINUM LIGHT POST WITH CAST IN PLACE

CONCRETE BASE. REFER TO C1.1 FOR PRECISE LOCATIONS AND C5.0 FOR

FOUNDATION DETAILS. REFER TO E1.0 FOR CONDUCTOR AND LIGHTING

REQUIREMENTS.

8' HIGH STEEL

FENCE (TYP)

AGGREGATE

PARKING AREA

MODIFIED CONCRETE

CURB ALONG LENGTH

OF PARKING

CONCRETE TRANSITION

CURB AND RAMP

APPROXIMATE

PARKING SPOT (TYP)

8' HIGH STEEL

FENCE (TYP)

DOUBLE LEAF

SWINGING GATE

DOUBLE LEAF

SWINGING GATE

AGGREGATE

PARKING AREA

AGGREGATE

PARKING AREA

CONCRETE TRANSITION

CURB AND RAMP

MODIFIED CONCRETE

CURB ALONG LENGTH

OF PARKING

8' HIGH STEEL

FENCE (TYP)

1. TOTAL OF 75 SPACES REFERENCED BASED ON PLANNED LAYOUTS AND DIMENSIONS.

BASED ON CONTRACTOR'S SURVEY, MAXIMIZE SPACE UTILIZATION TO PROVIDE THE

MAXIMUM NUMBER OF SPACES POSSIBLE.

2. FENCE SHOWN AS AN OUTLINE AND LINETYPE. LOCATION OF FENCE POSTS ARE TO

BE DETERMINED BY THE CONTRACTOR BASED ON SELECTED FENCING SYSTEM.

REFER TO SHEET C5.0 FOR DETAILS OF FENCE AND GATE.

NOT COUNTED AS

A PARKING SPACE

NOT COUNTED AS

A PARKING SPACE

DOUBLE LEAF

SWINGING GATE

R. HOYT

M. HORNE

M. HORNE

BEN AVON ROAD

C O

N C

O R

D R

O

AD

SA

IN

T

AN

D R

EW

S

FA

IR

W

AY

DEVON WAY

TYP

TYP

TYP

TYP

TYP

TYP

TYP

R5'

HH

HH

N:333165.78, E:958907.38

N:333448.31, E:959103.37

N:333467.98, E:959117.17 N:333506.50, E:959143.73

N:333345.24, E:959351.09

N:333281.84, E:959307.11

N:333271.35, E:959307.81

N:333015.27, E:959130.17

N:333049.86, E:959154.17

N:333069.58, E:959167.85

N:333288.04, E:959311.46

N:333307.76, E:959325.13

N:333135.17, E:958954.94

N:333159.33, E:958971.30

N:333233.23, E:958965.13

N:333430.43, E:959101.92

N:333462.80, E:959126.37

N:333494.50, E:959151.02

N:333347.16, E:959340.47

N:333315.57, E:959315.94

N:333285.03, E:959289.62

N:333251.09, E:959290.10

N:333142.14, E:959216.96

N:333175.00, E:959239.76

N:333160.04, E:959191.14

N:333192.91, E:959213.94

N:333079.47, E:959173.49

N:333051.64, E:959149.58

N:333018.52, E:959127.15

N:333142.70, E:959081.04

N:333164.89, E:959096.43

N:333185.76, E:959092.66

N:333204.48, E:959065.67

N:333200.71, E:959044.80

N:333201.89, E:959010.32

N:333177.88, E:959028.96

N:333191.56, E:959009.24N:333189.05, E:958995.33

N:333163.97, E:959031.48

N:333410.98, E:959149.30

N:333384.44, E:959183.63

N:333382.14, E:959171.54

N:333396.23, E:959151.22

N:333369.17, E:959168.63

N:333376.12, E:959167.37

N:333155.29, E:958996.55

N:333215.88, E:959184.33

N:333261.48, E:959118.60

N:333249.81, E:958962.72

N:333310.51, E:959004.17

N:333370.97, E:959045.56

N:333428.13, E:959086.14

N:333407.96, E:959145.95

N:333486.52, E:959170.24

N:333422.63, E:959253.97

N:333351.15, E:959207.57

N:333309.66, E:959265.45

N:333370.46, E:959322.32

N:333238.65, E:959288.33

N:333184.45, E:959251.29

N:333132.67, E:959215.30

N:333082.31, E:959180.30

N:333131.51, E:959087.64

N:333200.23, E:958997.41

N:333083.89, E:959025.14

N:333129.27, E:958957.76

N:333040.87, E:959088.51

0'

SCALE:

GEOMETRY PLAN

1" = 20'

C1.1

GEOMETRY PLAN

A. MARASCA G. REED

876543

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MAHG22-1015MAY 27 2022

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RV PARKING AREA AT OAK PARK

GENERAL NOTES

0 10 20 40

1"=20'

SCALE IN FEET

GRAPHIC SCALE

1. DIMENSIONS ARE BASED ON BEST AVAILABLE INFORMATION AT TIME

OF DESIGN. BASED ON CONTRACTOR'S SURVEY, MAXIMIZE SPACE

UTILIZATION TO PROVIDE THE MAXIMUM NUMBER OF SPACES

POSSIBLE.

2. PROVIDE PARKING SPOTS A MINIMUM OF 16 FEET WIDE BY 40 FEET

LONG. AT A MINIMUM INCLUDE AT LEAST 20 PERCENT OF SPOTS AT 50

FEET LONG.

3. MAXIMIZE THE WIDTH OF DRIVING LANES AND PROVIDE TURN RADII TO

SUPPORT BACKING OF TRAILERS AND LARGE VEHICLES.

8'

40'

10.3'

29.2'

R37.9'

1.0'

4.

4' 10.6'24' 1.

0'

77' 40' 91.3'

33.9'

235'

10.5' 7.5' 24' 9.8'

39.8' 45.6'

5'

2.

7'

12.8'

46.8'24'343.9'

.5

40'

5'

9'9'

.8

2'

10'

42.8' 37' 40' 40' 37' 40'

8.

4'

240'

9.2'

.4

.7

7.

4'

R5.1'R15'

R15'

R15'

R15'

46.4'

R. HOYT

HH

15 14

17 16 15 14

SCALE:

GRADING PLAN

1" = 20'

C1.2

RV PARKING GRADING PLAN

A. MARASCA G. REED

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N/A

RV PARKING AREA AT OAK PARK

GENERAL NOTES

0 10 20 40

1"=20'

SCALE IN FEET

GRAPHIC SCALE

SPECIFIC NOTES #

1. INSTALL APPROXIMATELY 8,250 SF OF MDOT #610 CRUSHED LIMESTONE TO

A DEPTH OF SIX (6) INCHES ON GEOGRID FABRIC, REFERENCE DETAIL 1 ON

SHEET C5.0.

2. INSTALL APPROXIMATELY 57,000 SF OF MDOT #610 CRUSHED LIMESTONE

TO A DEPTH OF SIX (6) INCHES ON GEOGRID FABRIC, REFERENCE DETAIL 1

ON SHEET C5.0.

3. INSTALL APPROXIMATELY 9,620 SF OF MDOT #610 CRUSHED LIMESTONE TO

A DEPTH OF SIX (6) INCHES ON GEOGRID FABRIC, REFERENCE DETAIL 1 ON

SHEET C5.0.

4. INSTALL APPROXIMATELY 340 SF CONCRETE DRIVEWAY APRON,

REFERENCE DETAIL 2 ON SHEET C5.0.

5. INSTALL APPROXIMATELY 340 SF CONCRETE DRIVEWAY APRON,

REFERENCE DETAIL 2 ON SHEET C5.0

6. INSTALL 210 LF OF CONCRETE FLAT RIBBON CURB, REFERENCE DETAIL 7 ON

SHEET C5.0.

7. INSTALL 240 LF OF CONCRETE FLAT RIBBON CURB, REFERENCE DETAIL 7 ON

SHEET C5.0.

8. GRADE RV STORAGE AREA TO PROVIDE POSITIVE DRAINAGE FLOW AS

REFERENCED BY FLOW ARROWS.

1. ALL SURFACES TO BE GRADED TO DRAIN POSITIVELY IN THE DIRECTION

SHOWN BY THE FLOW ARROWS ON THE PLANS AND TO PROVIDE A

SMOOTHLY TRANSITIONED DRIVING SURFACE FOR VEHICLES WITH NO

SHARP BREAKS IN GRADE OR NO UNUSUALLY STEEP OR REVERSE CROSS

SLOPES.

2. FIELD VERIFY ALL EXISTING PAVEMENT GRADES AND ELEVATIONS PRIOR

TO BEGINNING WORK.

3. PROOF ROLL DRIVEWAY APRON AREAS AND RV PARKING AREAS. NOTIFY

THE ENGINEER OF ANY SOFT OR UNACCEPTABLE AREAS.

4. EDGE OF NEW DRIVEWAY APRONS TO BE FLUSH WITH EXISTING PAVEMENT.

5. ALL CUT OR FILL SLOPES WILL BE 3:1 OR FLATTER UNLESS OTHERWISE

NOTED.

6. EXISTING AND PROPOSED GRADE CONTOURS ARE SHOWN AT ONE (1) FOOT

INTERVALS.

7. ADJUST SAWCUT LOCATION OF EXISTING PAVEMENT EDGE AS NECESSARY

TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE.

8. ENSURE NEW GRAVEL RV STORAGE AREAS ARE VOID OF ANY

DEPRESSIONS WHERE WATER CAN POOL.

9. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN

FROM CONTOURS CREATED FROM LIDAR. LIDAR DATA WAS COMPLETED BY

USGS, DATED APRIL 4, 2015.

10. VERIFY EXISTING PAVEMENT GRADES WHERE MODIFICATIONS/DRIVEWAY

CONNECTIONS ARE BEING MADE. IF THERE IS SIGNIFICANT DEVIATION

FROM THE EXISTING GRADES SHOWN HEREON, CONTACT ENGINEER OF

RECORD FOR DIRECTION.

11. RESTORE ALL UNSURFACED, DISTURBED AREAS BY PLACEMENT OF A

MINIMUM OF FOUR (4) INCHES OF TOPSOIL AND CENTIPEDE SOD.

12. FLUSH ALL EXISTING TO REMAIN STORMWATER CULVERTS AND VERIFY ALL

CULVERTS ARE FREE OF DIRT AND DEBRIS. ENSURE ALL DISCHARGE

SEDIMENT IS CAPTURED AND DOES NOT DISCHARGE OFFSITE.

TYP

C4.0

C4.0

C4.0

R. HOYT

M. HORNE

M. HORNE

BEN AVON ROAD

C O

N C

O R

D R

O

AD

SA

IN

T

AN

D R

EW

S

FA

IR

W

AY

DEVON WAY

C4.0

SECTIONS AND ELEVATIONS

A. MARASCA G. REED

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N/A

RV PARKING AREA AT OAK PARK

SCALE:

SECTION

1" = 10'

C1.2

1.0' 24'±

5:1 SOD (MAX. 3:1)

ELEV. 14.0±

ELEV. 9.00±

DEVON WAYRV GRAVEL

PARKING AREA

SCALE:

SECTION

1" = 10'

C1.2

2%

ELEV. 10.0±

MATCH EXIST.

ELEV. 13.00±

SAINT ANDREWS

FAIRWAY

ELEV. 10.5±

MATCH EXIST.

ELEV. 10.20±

PROPOSED

SECURITY FENCE

3'

RV GRAVEL

PARKING AREA

VARIES

(15' MAX)

25±

PROPOSED

SECURITY FENCE

40.0'±

4:1 SOD

FLAT RIBBON

CURB

SCALE:

SECTION

1" = 10'

C1.2

4:1 SOD

ELEV. 14.25±

ELEV. 14.40±

CONCORD

ROAD

RV GRAVEL

PARKING AREA

PROPOSED

SECURITY FENCE

MIN 1%

FLAT RIBBON

CURB

17' MAX. 3' 40'±

ELEV. 13.85±

ELEV. 18.0±

1'

2'

R. HOYT

1/2"

4000 PSI CONCRETE FOOTING

CAST IN SONOTUBE FORM

#3 REBAR TIELIGHT POLE BASE

FOOTPRINT, VARIES

2'

3" CLEAR

25' ROUND TAPERED ALUMINUM LIGHT

POLE, 4-BOLT BASE, DARK BRONZE

POWDER COAT. MODEL RTA25 BY

HAPCO, OR APPROVED EQUAL. WALL

THICKNESS AND BUTT DIAMETER

VARY W/NUMBER OF FIXTURES

3'

7'-6"

24"Ø 4000 PSI CIP CONCRETE

LIGHT POLE FOUNDATION, CAST

IN SONOTUBE FORM. REMOVE

FORM ABOVE GRADE.

#5 VERTICAL (TYP)

#3 STIRRUP @ 10-7/8" OC,

BELOW GRADE (TYP)

SLOPE TOP TO DRAIN AND

CHAMFER EXPOSED CORNERS

CIP ANCHOR BOLTS, PER

MANUFACTURER REQUIREMENTS

FOR WIND LOADS

#3 STIRRUP @ 6" OC,

ABOVE GRADE

4"

2"

FINISHED GRADE

GRAVEL SURFACE COURSE

3" CLEAR (TYP)

5-#5 VERT EQUALLY

SPACED W/ #3 TIES

NOTES::

1. PROVIDE PERIMETER FENCING CONSTRUCTED OF GALVANIZED STEEL, EXCEPT WHERE NOTED. FENCE CONSTRUCTION IS TO CONSIST OF STEEL PICKETS, INSTALLED IN A SHADOW-BOX DESIGN WITH ALTERNATING PICKETS ON EACH SIDE OF THE CENTRAL MOUNTING STRUTS. COAT FENCING PANELS AND POSTS TO MATCH KAFB STANDARD COLORS USING USING ORGANIC FLUOROPOLYMER. BASIS OF DESIGN IS BASTEEL

CAMBRIDGE COATED WITH "CANYON BROWN" TOP COAT.

2. PROVIDE FENCING SYSTEM RATED FOR WIND LOADS IN ACCORDANCE WITH ASCE 7-16, RISK CATEGORY 1, EXPOSURE CLASS C FOR KAFB. FOUNDATION DETAILS ARE PROVIDED BUT ARE BASED ON THE DESIGN BASIS

PRODUCT. VERIFY FOUNDATIONS ARE APPLICABLE FOR THE INSTALLED FENCE PRODUCT.

3. PROVIDE ALL STAINLESS STEEL HARDWARE.

1 1 /4" 5"

TOP VIEW

FRONT VIEW

PICKET LAYOUTPICKET

.017" THICK

80,000 PSI

8.85"

8' 1 1/2" TYP.

8'

FINISHED

GRADE

SQUARE STEEL

POST (TYP)

8" TYPICAL GRADE GAP

REFER TO FOUNDATION

DETAILS FOR MOUNTING

TOP VIEW

FRONT VIEW

GATE OPENING

CANE ROD STAINLESS STEEL

SLIDE BOLT HATCH

HINGE FRONT VIEW

HINGE TOP VIEW

8'

STEEL TUBE

FRAME (TYP)

SS CANE

BOLTS

INFILL TO MATCH

FENCE PANEL

GATE FRAME

GATE HINGE, WELDED

TO GATE FRAME

HINGE STRAP

BEARING HINGE

HINGE YOKE, WELDED

TO HINGE STRAP

SQUARE POST

GATE FRAME

HOLE FOR PADLOCK

GATE FRAME

SS ROD KEEPER

SS CANE GUIDE

W/ NYLON BUSHING

1"Ø SS CANE

ROD

NOTES:

1. PROVIDE PERIMETER DOUBLE SWING ACCESS GATES CONSTRUCTED OF GALVANIZED STEEL, EXCEPT WHERE NOTED. MATCH GATE PANELS TO FENCING. COAT GATES AND POSTS TO MATCH KAFB STANDARD COLORS USING USING ORGANIC FLUOROPOLYMER. BASIS OF DESIGN IS BASTEEL CAMBRIDGE COATED WITH "CANYON

BROWN" TOP COAT.

2. SIZE GATES AND SUPPORT POSTS FOR THE OPENINGS AS NOTED ON THE PLANS. PROVIDE FENCING SYSTEM RATED FOR WIND LOADS IN ACCORDANCE WITH ASCE 7-16, RISK CATEGORY 1, EXPOSURE CLASS C FOR KAFB.

FOUNDATION DETAILS ARE PROVIDED BUT ARE BASED ON THE DESIGN BASIS PRODUCT. VERIFY

FOUNDATIONS ARE APPLICABLE FOR THE INSTALLED FENCE PRODUCT.

3. PROVIDE ALL STAINLESS STEEL HARDWARE.

1"Ø SS

SLIDE

BOLT

SLIDE BOLTSHADOW BOX, GALVANIZED

AND COATED STEEL FENCE

PANEL. CAMBRIDGE BY

BASTEEL, OR APPROVED

EQUAL.

15 16

2.5" TALL CHARACTERS

"ARIAL" FONT, WHITE

REFLECTIVE

1/2" WHITE REFLECTIVE

BORDER

KAFB STANDARD MEDIUM

BROWN FIELD

3/8"Ø MOUNTING HOLES

FOR 1/4" SS BOLTS (2)

10"

6"

0.063"T REFLECTIVE

ALUMINUM

SIGNAGE NOTES:

1. INSTALL SIGNS SUCH THAT DIVIDING LINE INDICATES LIMITS OF PARKING AREA

FOR EACH LOCATION. EACH PARKING SPOT SHOULD HAVE MATCHING NUMBERS

ON THE LEFT AND RIGHT EXTENTS TO CLEARLY INDICATE LIMITS.

2. MOUNT SIGNS TO ADJACENT FENCE OR ON FREESTANDING U-CHANNEL

GALVANIZED SIGN POST. ATTACH SIGNS TO FENCE OR POSTS BY 1/4" SS

HARDWARE. EMBED POSTS 18" MINIMUM, DIRECT BURY.

3. ASSIGN PARKING SPOT NUMBERING. SUBMIT SHOP DRAWING OF PARKING LOT

NUMBERING LAYOUT AND SIGN TEMPLATE FOR APPROVAL PRIOR TO ORDERING

NUMBERED SIGNAGE.

4. INSTALL SIGNS AT A HEIGHT OF FOUR (4) FEET ABOVE GRADE FOR VISIBILITY.

5. DESIGN SIGNAGE TO MEET KEESLER AIR FORCE BASE (KAFB) INSTALLATION

FACILITIES STANDARDS (IFS)

4000 PSI CONCRETE FOOTING

CAST IN SONOTUBE FORM

#3 REBAR TIEFENCE POST,

EMBEDDED

2'

3" CLEAR

8'-3"

24"Ø 4000 PSI CIP CONCRETE

LIGHT POLE FOUNDATION,

CAST IN SONOTUBE FORM.

#5 VERTICAL (TYP)

#3 STIRRUP @ 12"

OC (TYP)

8' SQUARE, STEEL FENCE POST, PER

MANUFACTURER. EMBEDDED IN

POLE FOUNDATION.

FINISHED GRADE

3" CLEAR (TYP)

5-#5 VERT EQUALLY

SPACED W/ #3 TIES

C5.0

CIVIL DETAILS I

A. MARASCA G. REED

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MAHG22-1015MAY 27 2022

N/A

RV PARKING AREA AT OAK PARK

95% COMPACTED

SUB-GRADENOTES:

1. INSTALL GEOGRID IN THE AREAS NOTED TO CREATE AN UNPAVED

STRUCTURAL SECTION. PLACE INTERAXIAL NX850 GEOGRID AS

MANUFACTURED BY TENSAR, OR APPROVED EQUAL, ON PREPARED

SUBGRADE, BENEATH A MINIMUM OF SIX (6) INCH THICK SECTION OF

MDOT #610 CRUSHED STONE.

2. TERMINATE #610 STONE AREA BY TAPERING EDGES TO MATCH

GRADE PROFILE.

#610 STONE

18"

18"

2"CL

1/2" EXPANSION JOINT

AND PREFORMED JOINT

FILLER

JOINT SEAL

PAVEMENT

SLOPE VARIES

GRADE

CONCRETE 4000 PSI AT 28

DAYS PER SPECIFICATIONS

BROOM FINISH

CLEAN AND GRADE SUBGRADE

COMPACT TO 98% STANDARD

PROCTOR MAX DRY DENSITY

6" x 6" W4 x W4 WWF

TOP AND BOTTOM (TYP)

CAST IN PLACE

CONCRETE

ELASTOMETRIC

JOINT SEAL 1

4"R PRECAST

CONCRETE

2" PREMOLDED EXPANSION JOINT

MATERIAL PER SPECIFICATIONS

SCALE:

TYPICAL UNPAVED ROADWAY SECTION

N.T.S.

C1.2

SCALE:

CONCRETE REINFORCEMENT DETAIL (TYP)

N.T.S.

C1.2

SCALE:

FLAT RIBBON CURB

N.T.S.

C1.2SCALE:

EXPANSION JOINT DETAIL

N.T.S.

C1.2

GEOGRID

FABRIC

6" M

IN

SCALE:

LIGHT POLE BASE

N.T.S.

C1.0

R. HOYT

M. HORNE

M. HORNESCALE:

FENCE AND GATE ACCESS DETAILS

N.T.S.

C1.0

NOTE:

FOR USE ADJACENT TO CONCRETE OR FLEXIBLE PAVEMENT.

EXPANSION JOINT, PREFORMED JOINT FILLER, AND JOINT SEAL ARE

REQUIRED BETWEEN CURBS AND CONCRETE PAVEMENT ONLY.

CONCRETE 4000 PSI MIN

COMPRESSIVE STRENGTH

@ 28 DAYS

SCALE:

PARKING SIGNAGE DETAIL

N.T.S.

C1.2

SCALE:

FENCE POLE BASE

N.T.S.

C1.0

C5.1

CIVIL DETAILS II

EROSION CONTROL NOTES:

1. INSPECT SILT FENCE AFTER EACH STORM EVENT. REMOVE AND WASHOUT SEDIMENT DEPOSITS. REPAIR

STRUCTURAL FAILURE IMMEDIATELY.

2. ATTACH TWO SILT FENCES BY PLACING THE END OF THE SECOND FENCE INSIDE THE END POST OF THE FIRST FENCE. ROTATE BOTH POSTS 180 DEGREES IN A CLOCKWISE DIRECTION TO CREATE A TIGHT SEAL

WITH FABRIC MATERIAL. DRIVE BOTH POSTS 18 INCHES INTO THE GROUND AND BURY FLAP.

2. REMOVE SILT FENCES ONLY AFTER DISTURBED AREAS HAVE BEEN STABILIZED.

STAKES

FILTERED WATER

BURLAP FABRIC

RUNOFF WITH SEDIMENT

BURIED BURLAP FABRIC

WOOD POST AT

10' O.C. MIN 1"X2"X3"

GEOTEXTILE SILT

SCREEN STAPLE TO POST

TRENCH MIN 4 INCH X 4 INCH BURY

MIN 8" OF FABRIC IN TRENCH

SILT FLOW

SECTION ELEVATION

FILTER

FABRIC

SCALE:--

TYPICAL SILT FENCE DETAIL

N.T.S.

SCALE:--

CATCH BASIN INLET SEDIMENT TRAP DETAIL

N.T.S.

A. MARASCA G. REED

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KEESLER AIR FORCE BASE

MAHG22-1015MAY 27 2022

N/A

RV PARKING AREA AT OAK PARK

R. HOYT

E0.0

ELECTRICAL NOTES

A. MARASCA G. REED

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MAHG22-1015MAY 27 2022

N/A

RV PARKING AREA AT OAK PARK

GENERAL NOTES:

1. ALL ELECTRICAL CONSTRUCTION/INSTALLATION MUST BE IN ACCORDANCE WITH ALL CODES AND

STANDARDS LISTED ON THIS SHEET.

2. ALL CONSTRUCTION WILL BE GOVERNED BY THE PLANS, SPECIFICATIONS, AND ALL APPLICABLE

BUILDING AND SAFETY CODES, LAWS, AND ORDINANCES.

3. CONTRACTOR MUST BE FAMILIAR WITH THE SITE, THE WORK REQUIRED, THE CUSTOMER'S WORK

PROCEDURES, AND ALL OTHER CONDITIONS THAT MAY AFFECT THE SUCCESSFUL COMPLETION

OF THE JOB PRIOR TO COMMENCEMENT OF WORK.

4. FIELD LOCATE ALL EXISTING UTILITIES AS TO LOCATION AND ELEVATION. NOTIFY THE

CONTRACTING OFFICER OF ANY AND ALL CONFLICTS PRIOR TO BEGINNING CONSTRUCTION.

5. ALL SPECIFIC MATERIALS AND PRODUCTS IDENTIFIED IN THE PLANS ARE INCLUDED AS THE BASIS

OF DESIGN. CONTRACTOR MAY SUBMIT EQUIVALENT PRODUCTS IN COMPLIANCE WITH THE

PROJECT SPECIFICATIONS FOR APPROVAL INSTEAD OF THOSE SPECIFIED.

6. LOCATIONS OF ALL ELECTRICAL EQUIPMENT ARE APPROXIMATE AND MAY BE RELOCATED TO AN

APPROVED LOCATION. FIELD VERIFY ALL LOCATIONS AND SPACING. CONTACT CONTRACTING

OFFICER PRIOR TO ANY FIELD CHANGES.

7. ALL NEW EXTERIOR ABOVE GROUND CONDUIT MUST BE RGS UNLESS OTHERWISE NOTED. ALL

NEW UNDERGROUND CONDUIT MUST BE SCHEDULE 40 PVC. TRANSITIONS FROM UNDERGROUND

CONDUIT TO ABOVE GROUND CONDUIT MUST BE MADE USING PVC TO RGS TRANSITION ELBOWS.

ALL RGS WITHIN 6-INCHES OF FINISHED GRADE OR BURIED MUST BE PVC COATED OR

PROTECTED FROM CORROSION USING BITUMINOUS TAPE OR OTHER APPROVED METHOD.

8. ALL NEW ELECTRICAL CONDUCTORS INSTALLED MUST BE COPPER, INSULATION TYPE

THHN-THWN-2 UNLESS OTHERWISE NOTED.

9. ENSURE ALL NEW/MODIFIED PANELBOARDS RECEIVE NEW, TYPED PANEL SCHEDULES

REFLECTING AS-BUILT CONDITIONS. INSTALL PANEL SCHEDULES ON THE INSIDE OF THE PANEL

DOOR OR IN A SIMILAR CONSPICUOUS LOCATION.

10. CONSTRUCTION ACTIVITIES AND PLANNED OUTAGES MUST BE COORDINATED WITH THE

CONTRACTING OFFICER TO MINIMIZE IMPACT TO OPERATIONS.

NEW UNDERGROUND LOW VOLTAGE FEEDER

NEW PANELBOARD - SEE PANEL SCHEDULES FOR

SPECIFIC INFORMATION

TRANSFORMER, SIZE AND RATING AS INDICATED

CIRCUIT BREAKER, X-POLE, NUMBER INDICATES TRIP

RATING WHERE APPLICABLE

NEW LIGHT POLE WITH NEW LIGHT FIXTURE(S)

(P#X - P IS POLE, # IS POLE NUMBER, X IS LIGHTING

CIRCUIT A OR B)

LEGEND:

A AMPERE

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AG ABOVE GROUND

AHJ AUTHORITY HAVING JURISDICTION

APPROX APPROXIMATELY

AWG AMERICAN WIRE GAUGE

BLDG BUILDING

CB CIRCUIT BREAKER

CBL CABLE

CKT CIRCUIT

CNTL CONTROL

COMM COMMUNICATIONS

CU COPPER

DC DIRECT CURRENT

DEG DEGREE

DIA DIAMETER

DP DISTRIBUTION PANEL

D/S DISCONNECT SWITCH

EPR ETHYLENE-PROPYLENE RUBBER

ETR EXISTING TO REMAIN

FC FOOT CANDLE

GND GROUND

GOVT GOVERNMENT

HDD HORIZONTAL DIRECTIONAL DRILLING

HH HANDHOLE

HZ HERTZ

JBOX JUNCTION BOX

KAIC THOUSAND AMPS INTERRUPTING CURRENT

KCMIL THOUSAND CIRCULAR MILLS

KV KILOVOLT

KVA KILOVOLT AMPERE

KW KILOWATT

LED LIGHT-EMITTING DIODE

LP LIGHTING POLE

LTG LIGHTS

MCB MAIN CIRCUIT BREAKER

MDP MAIN DISTRIBUTION PANEL

MH MANHOLE

MLO MAIN LUG ONLY

N NEUTRAL

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NTS NOT TO SCALE

OBS OBSTRUCTION

OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

P POLE

PH PHASE

PNL PANEL

PVC POLYVINYL CHLORIDE

QTY QUANTITY

RGS RIGID GALVANIZED STEEL

SCH SCHEDULE

SEC SECTION

SST STAINLESS STEEL

THHN THERMOPLASTIC HIGH HEAT RESISTANT NYLON

THWN-2 THERMOPLASTIC HEAT AND WATER RESISTANT NYLON

TYP TYPICAL

UL UNDERWRITER'S LABORATORIES

UNV UNIVERSAL

V VOLT

VAC VOLTS ALTERNATING CURRENT

VDC VOLTS DIRECT CURRENT

W WATT

XFMR TRANSFORMER

GENERAL NOTES - DEMOLITION

1. DE-ENERGIZE ALL ITEMS TO BE DEMOLISHED OR REMOVED. PERFORM LOCKOUT/TAGOUT IN

ACCORDANCE WITH OSHA 29 CFR 1910.147 AND NFPA 70E.

2. CONTRACTOR MUST TAKE NECESSARY PRECAUTIONS AND PROVIDE PROTECTION AS REQUIRED

TO PRESERVE CONDITION OF EXISTING UTILITIES, EQUIPMENT, FURNISHING, AND SURFACES

NOT INDICATED FOR REMOVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO WORK AROUND

THE EXISTING CONDITIONS TO ACCOMPLISH THE WORK.

3. COVER ALL OPENINGS OR PENETRATIONS IN ELECTRICAL ENCLOSURES RESULTING FROM

DEMOLITION ACTIVITIES WITH METAL PLUGS MANUFACTURED FOR THE PURPOSE.

4. PROVIDE NYLON PULL STRINGS IN ALL EMPTY CONDUITS RESULTING FROM DEMOLITION.

PAD MOUNTED TRANSFORMER

ABBREVIATIONS:

29 CFR 1926/1910 OSHA STANDARDS FOR CONSTRUCTION

NFPA 70 NATIONAL ELECTRICAL CODE, 2020

NFPA 70E STANDARDS FOR ELECTRICAL SAFETY, 2021

NFPA 780 STANDARD FOR THE INSTALLATION OF LIGHTNING

PROTECTION SYSTEMS, 2020

UFC 3-501-01 UNIFIED FACILITIES CRITERIA, ELECTRICAL ENGINEERING

WITH CHANGE 1, 2019

UFC 3-530-01 INTERIOR AND EXTERIOR LIGHTING SYSTEMS AND CONTROLS

WITH CHANGE 4, 2019

UFC 3-550-01 EXTERIOR ELECTRICAL POWER DISTRIBUTION,

WITH CHANGE 3, 2019

CODES AND STANDARDS:

EQUIPMENT LABELING:

1. PROVIDE NEW MELAMINE PLASTIC LABELS ON NEW ELECTRICAL EQUIPMENT IN THIS PROJECT AS

SHOWN BELOW.

2. LABELS MUST BE PROVIDED WITH A BLACK BACKGROUND AND WHITE LETTERS.

3. LABELS MUST BE AFFIXED TO EQUIPMENT VIA SCREWS.

PANEL A

240/120VAC

FED FROM

XFMR RMT-1

XFMR

B. KOLAK

W. JENISON

W. JENISON

HANDHOLEHH

LIGHTING SCHEDULE

SYMBOL QTY POLE MFR PART # LAMPS LLF WATTS NOTES

16 RTA25 HUBBELL LIGHTING AR2-54L-560-3K7-5W 9560 0.85 88.73 CAPABLE OF REDUCING POWER BY A MINIMUM OF 30% PER UFC-3-530-01 12 RTA25 HUBBELL LIGHTING AR2-54L-560-3K7-3 9901 0.85 88.73 CAPABLE OF REDUCING POWER BY A MINIMUM OF 30% PER UFC-3-530-01

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E

UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE

UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E

UG

E

UG

E

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E

U G

E U

G E

U G

E

UGEUGEUGE

U G

E U

G E

U G

E

HH

HH

HH

SCALE:

ELECTRICAL POWER PLAN

1" = 20'

E1.0

ELECTRICAL POWER PLAN

A. MARASCA G. REED

876543

D

E

B

C

A

87654321

G

F

E

D

C

B

A

G

F

KEESLER AIR FORCE BASE

MAHG22-1015MAY 27 2022

N/A

RV PARKING AREA AT OAK PARK

0 10 20 40

1"=20'

SCALE IN FEET

GRAPHIC SCALE

3 3

X2

X2

X2

X2

X2

X2

X2

2 GENERAL NOTES

SPECIFIC NOTES #

1. INSTALL NEW 100A MCB, 240/120V, 1PH, SERVICE ENTRANCE RATED, 3W, 10

KAIC, NEMA 4X SST, SURFACE MOUNTED PANELBOARD "A" ONTO NEW

STRUCTURAL FRAME. RUN 4/0 AWG BARE COPPER FROM PANEL GROUND

BUS TO TWO NEW GROUND RODS. SEE SHEET E5.0 FOR DETAILS.

2. RUN APPROXIMATELY 200 FEET OF NEW UNDERGROUND ELECTRIC FEED

FROM XFMR-RMT1 TO NEW PANEL A. SEE SINGLE-LINE DIAGRAM ON SHEET

E6.0 FOR DETAILS.

3. INSTALL SIXTEEN (16) TOTAL AR2-54L-560-3K7-5W OR APPROVED EQUAL

LIGHT FIXTURES. ORIENT IN THE DIRECTION AS SHOWN. SEE SHEET E5.0

FOR MOUNTING AND CONNECTION DETAILS.

4. INSTALL TWELVE (12) TOTAL AR2-54L-560-3K7-3 OR APPROVED EQUAL

LIGHT FIXTURES. ORIENT IN THE DIRECTION AS SHOWN. SEE SHEET E5.0

FOR MOUNTING AND CONNECTION DETAILS.

5. INSTALL ONE (1) 240VAC, 4-POLE, LIGHTING CONTACTOR AND ONE (1)

PHOTOSENSOR IN A NEMA 4X SST ENCLOSURE

1. REFER TO SINGLE-LINE DIAGRAM AND PANEL SCHEDULE ON SHEET E6.0

FOR CONFIGURATION, CIRCUIT BREAKER, CONDUCTOR AND CONDUIT

INFORMATION.

2. REFER TO LIGHTING SCHEDULE ON SHEET E0.0 FOR LIGHT FIXTURE AND

POLE INFORMATION.

3. VERIFY NEUTRAL/GROUND BOND AT XFMR-RMT1.

4. AT EACH POLE, INSTALL OCCUPANCY SENSOR SCH-R OR APPROVED EQUAL,

CAPABLE OF DIMMING LIGHTS. REFER TO SPECIFICATION 26 50 00 FOR

DETAILED LIGHTING CONTROL REQUIREMENTS.

5. REFER TO SHEET E5.0 FOR UNDERGROUND CONDUIT TRENCHING DETAILS

P1A

P2A

P3A P4A P5A

P6A

P7A

P8A

P9A

P10A

P11A

P1B

P2B

P3B

P4B

P5B

P6B P7B

P8B

P10B

P9B

B. KOLAK

W. JENISON

W. JENISON

PANEL A

LIGHTING

CONTROL

PANEL

2.0

1.5

1.3

2.9

2.4

2.0

1.7

1.2

1.9

2.4

2.6

2.3

1.7

1.7

1.4

2.4

2.5

2.8

2.3

1.7

1.3

1.5

1.9

2.2

2.0

3.0

3.0

2.9

2.6

2.0

1.4

1.1

1.3

2.0

2.7

2.4

1.9

2.2

2.6

2.7

2.4

1.5

2.0

1.7

1.2

1.1

1.7

2.4

2.4

1.9

2.1

2.2

2.3

2.0

1.9

2.0

2.3

2.3

2.0

1.4

1.0

1.1

2.0

2.7

2.7

2.3

2.6

2.3

2.2

1.6

1.4

1.4

1.8

2.1

2.3

1.9

1.3

0.9

0.8

1.4

2.3

3.1

3.1

0.9

1.5

2.3

2.5

2.2

1.8

1.3

1.1

1.8

1.5

1.2

0.8

0.7

1.0

2.2

2.9

0.5

1.0

1.7

2.2

1.5

1.9

1.7

1.5

1.1

0.6

0.8

0.8

1.1

1.7

1.0

1.6

2.1

2.2

1.3

2.1

1.9

1.4

0.8

0.7

0.8

1.2

1.5

1.8

3.5

3.3

1.5

2.1

2.6

2.6

2.5

2.0

1.4

0.6

0.6

0.8

1.0

1.3

1.5

2.0

2.3

2.4

2.8

3.5

3.3

2.6

2.1

2.8

2.8

2.3

1.8

1.3

0.9

0.6

0.6

0.8

1.1

1.4

1.7

2.0

2.3

2.6

2.4

2.3

2.7

3.0

2.4

2.5

3.0

3.1

2.2

1.5

1.0

0.7

0.6

0.9

1.2

1.5

1.8

2.0

2.2

2.4

2.3

1.2

1.8

1.9

2.6

2.7

2.7

3.3

2.9

2.1

1.4

0.8

0.6

0.7

1.1

1.5

1.1

2.3

2.3

2.2

2.1

1.9

1.6

1.3

1.3

1.7

2.5

3.0

2.4

2.2

2.1

1.5

0.8

0.6

0.8

1.1

1.7

2.2

2.6

2.3

2.0

1.7

1.4

1.2

1.0

0.9

1.4

2.4

2.8

2.5

1.6

1.7

1.5

1.1

0.7

0.7

1.1

1.5

2.0

2.2

2.0

1.6

1.3

1.0

0.9

0.9

1.1

1.4

2.0

2.5

2.4

1.7

1.6

1.5

1.1

0.8

0.7

0.9

1.2

1.5

1.6

1.4

1.2

0.9

0.8

0.9

1.2

1.5

1.8

2.3

2.6

2.5

1.9

1.4

1.2

0.9

0.7

0.7

0.9

1.0

1.1

1.0

0.6

0.8

1.0

1.3

1.7

2.0

2.4

2.6

2.6

2.5

1.8

1.2

1.3

1.2

1.0

0.8

0.7

0.6

0.6

0.7

0.6

0.7

1.0

0.8

1.7

2.1

2.3

2.6

2.6

2.5

2.2

1.8

1.6

1.3

1.2

1.2

1.0

0.8

0.6

0.5

0.5

0.6

0.9

1.3

1.7

1.3

2.5

2.6

2.5

2.4

2.2

2.0

2.1

1.9

1.6

1.3

1.3

1.1

0.9

0.6

0.6

0.8

1.2

1.6

2.0

2.5

2.8

2.6

2.3

2.1

2.2

2.2

2.3

2.3

1.9

1.5

1.5

1.5

1.3

1.0

1.0

1.3

1.6

1.9

2.1

2.4

2.4

2.3

2.1

2.2

2.5

2.4

2.4

2.7

1.7

1.8

1.9

1.7

1.0

1.8

2.0

2.1

2.1

2.1

2.0

2.0

2.1

2.4

2.3

2.0

2.1

1.8

2.4

2.2

2.2

1.3

2.4

2.2

2.0

1.9

1.8

2.2

2.4

2.3

1.9

2.8

3.2

2.8

2.6

2.5

2.2

1.9

1.9

2.0

2.2

2.6

2.1

3.1

3.0

2.7

2.6

2.3

2.2

2.1

2.2

1.9

1.8

1.7

2.3

2.3

2.3

2.2

2.3

2.2

1.9

1.5

1.0

1.8

2.2

2.6

2.4

1.9

1.4

1.4

1.9

2.7

2.5

2.1

1.6

2.0

2.1

SCALE:

PHOTOMETRIC PLAN

1" = 20'

E1.1

PHOTOMETRIC PLAN

A. MARASCA G. REED

876543

D

E

B

C

A

87654321

G

F

E

D

C

B

A

G

F

KEESLER AIR FORCE BASE

MAHG22-1015MAY 27 2022

N/A

RV PARKING AREA AT OAK PARK

0 10 20 40

1"=20'

SCALE IN FEET

GRAPHIC SCALE

CALCULATION SUMMARY

CALCULATION TYPE UNITS AVG MAX MIN AVG/MIN MAX/MIN

ILLUMINANCE FC 1.79 3.5 0.5 3.58 7.00

B. KOLAK

W. JENISON

W. JENISON

3'-6"

3'

MAX. 36"

(TYP)1

HILTI HAS-E B7 HDG 1/2" W/ HY200

ADHESIVE, OR APPROVED EQUAL.

MIN EMBED 5" (TYP)

FINISH GRADE

3" CLEAR (TYP)

5-#5 VERTICAL REBAR,

EVENLY SPACED (TYP)

#3 STIRRUPS

@ 12" OC (TYP)

HSS 3X3X3/16, HDG

P1001 UNISTRUT CHANNEL, HDG, OR

APPROVED EQUAL, BOLTED TO

VERTICAL LEG WITH 0.5" DIA BOLTS (TYP)

SEAL (TYP)

1/4" THICK PLATE

HDG (TYP)

8"X8"X3/8" BASE PLATE

ON 1" GROUT PAD (TYP)

24" DIA., 4000 PSI CIP

CONCRETE FOOTING, CAST

IN SONOTUBE FORM (TYP)

PANEL SURFACE AREA

NOT TO EXCEED 8.5 SF

EXOTHERMICALLY WELD #4/0 AWG

BOND CONDUCTOR FROM GROUND

ROD TO BASE OF STRUCTURAL

STEEL EQUIPMENT RACK

EXOTHERMICALLY WELD #4/0 AWG

BOND CONDUCTOR FROM GROUND

ROD TO BASE OF STRUCTURAL

STEEL EQUIPMENT RACK

2' MIN

AS REQUIREDFINISHED GRADE

3" MIN

ALL SIDES

ELECTRICAL

PVC CONDUIT

COMPACTED SAND

BEDDING

UNDISTURBED EARTH

WARNING TAPE

CENTERED OVER CONDUIT

IDENTIFICATION

3/8" STAINLESS STEEL

HEX HEAD BOLT WITH

WASHER (TYP.)

1/2" X 4" SLOT

SKID RESISTANT

SURFACE

IDENTIFICATION 'CAST'

INTO BOX LID (TO

INDICATE ELECTRIC

OR COMMUNICATION)

GRAVEL BASE,

6" DEEP MIN.

COVER

BASE

EXTENSION

KNOCKOUTS

(6 PLACES)

IDENTIFICATION

'CAST' INTO BOX LID

HAND HOLE LID

AASHTO H-20 TRAFFIC

RATED HAND HOLE

10" MIN.

2" MIN.

FINISH GRADE

GRAVEL BASE

6" DEEP MIN.CONDUIT SIDE ENTRY

3-#5 CONTINUOUS

AROUND PERIMETER

#3 TIES AT 12 INCHES

CONCRETE COLLAR,

(1 INCH SLOPE AWAY

FROM HAND HOLES)

A

A

6" MIN.

FEATHER AND TAMP BACKFILL TO

CREATE FLUSH INSTALLATION AND

POSITIVE DRAINAGE AWAY FROM HAND

HOLE.

A CONDUIT WILL PENETRATE SIDES OF HAND HOLE AT

LOWEST POINT WITH INDIVIDUAL CIRCULAR HOLES

APPROPRIATELY SIZED FOR THE CONDUIT.

E5.0

ELECTRICAL DETAILS

A. MARASCA G. REED

876543

D

E

B

C

A

87654321

G

F

E

D

C

B

A

G

F

KEESLER AIR FORCE BASE

MAHG22-1015MAY 27 2022

N/A

RV PARKING AREA AT OAK PARK

B. KOLAK

W. JENISON

W. JENISON

SCALE:--

LIGHT POLE CONDUIT DETAIL

N.T.S.

SCALE:--

LIGHT POLE GROUNDING DETAIL

N.T.S.

SCALE:--

GROUND EQUIPMENT ROD

N.T.S.

#4/0 AWG BARE

COPPER CONDUCTOR

MECHANICAL

CONNECTOR SUITABLE

FOR UNDERGROUND USE

COPPER, COPPER

CLAD GROUND ROD

ALUMINUM LIGHT POLE

CONCRETE LIGHT POLE

FOUNDATION, REFERENCE

SHEET C5.0 DETAIL 4 FOR

STRUCTURAL DETAILS

GRAVEL SURFACE

CONNECT #4 AWG BARE COPPER

GROUND CONDUCTOR FROM POLE

GROUND LUG TO 5/8" x10' LONG

COPPER GROUND ROD

ALUMINUM LIGHT POLE

CONCRETE LIGHT POLE

FOUNDATION, REFERENCE

SHEET C5.0 DETAIL 4 FOR

STRUCTURAL DETAILS

GRAVEL SURFACE

3/4" CONDUIT

PROVIDE HOLE IN CENTER OF

BASE PLATE FOR CONDUIT

SCALE:--

PANEL SUPPORT

N.T.S.

MECHANICAL

CONNECTOR SUITABLE

FOR UNDERGROUND USE

3/4" X10' LONG COPPER

GROUND ROD

SCALE:--

CONDUIT TRENCH DETAIL

N.T.S.

SCALE:--

TYPICAL HANDHOLE DETAIL

N.T.S.

MECHANICAL

CONNECTOR SUITABLE

FOR UNDERGROUND USE

3/4" X10' LONG COPPER

GROUND ROD

E6.0

PANEL SCHEDULES

A. MARASCA G. REED

876543

D

E

B

C

A

87654321

G

F

E

D

C

B

A

G

F

KEESLER AIR FORCE BASE

MAHG22-1015MAY 27 2022

N/A

RV PARKING AREA AT OAK PARK

UTILITY

XFMR-RMT-1

50 KVA

EXISTING PADMOUNT

240/120V

UNKNOWN PRI KV

NEW PANEL A

240/120V, 1PH, 3W

100A

10 KAIC

NEMA 4X SST

20A 2P

MAIN

100A/2P

LIGHTING CIRCUIT A

20A 2P

NEW

LIGHTING

CONTROLLER

NEMA 4X SST

C1 C2

C2 C3

PHOTOCELL /

LIGHTING

CONTACTOR

20A 1P

LIGHTING CIRCUIT B

B. KOLAK

W. JENISON

W. JENISON

PANEL A SCHEDULE

PANEL NAME PANEL A

TYPE MCB 100 AMP LOCATION: RV PARKING LOT

VOLTAGE 240/120VAC MINIMUM AIC RATING 10 KA FED FROM: XFMR RMT-1 50 KVA

TR

IP

A M

PS

PO

LE

S

DESIGNATION WIRE

N

EU

TR

A

L

G N

D

C O

N D

K

VA

C A

TE

G

O R

Y

N O

PH

A

SE

A

PH

A

SE

B

N O

C A

TE

G

O R

Y

K

VA

C O

N D

G N

D

N

EU

TR

A

L

WIRE DESIGNATION

PO

LE

S

TR

IP

A M

PS

20 2 LIGHTING CIRCUIT A #10 #10 #12 3/4"

0.8 L 1 0.8 2

0.8 L 3 0.8 4

20 2 LIGHTING CIRCUIT B #10 #10 #12 3/4"

0.7 L 5 0.7 6

0.7 L 7 0.7 8

9 0.0 10 11 0.0 12 13 0.0 14 15 0.0 16 17 0.0 18 G 0.0

-- #10 #10 #10 SPD 2 20

19 0.0 20 G 0.0

TOTAL 1.58 1.55 TOTAL CONNECTED LOAD 3.13 KVA

DEMAND KVA

R RECEPTACLE<10KW 100% 0.0 DEMAND 16.27 AMPS

R RECEPTACLE >10KW 50% 0.0

L LIGHTS 125% 3.9

G GENERAL EQUIPMENT 100% 0.0

H HEATER 125% 0.0 1. INSTALL INTEGRAL TYPE II SURGE PROTECTIVE DEVICE(SPD)

M MOTORS LESS LARGEST 100% 0.0

M LARGEST MOTOR 125% 0.0

TOTAL 3.9

2 #2 PHASE

1 #2 NEUTRAL

1 #8 GROUND

1.5" CONDUIT

2 INCH CONDUIT BETWEEN

PANEL A AND LIGHTING

CONTROL PANEL. FEED

ALL CONDUCTORS

THROUGH THIS CONDUIT

SINGLE LINE DIAGRAM

2 #10 PHASE

1 #10 NEUTRAL

1 #12 GROUND

3/4" CONDUIT

2 #10 PHASE

1 #10 NEUTRAL

1 #12 GROUND

3/4" CONDUIT

20 1 PHOTOCELL / LIGHTING CONTACTOR #10 #10 #12 --

NOTE: LIGHT FIXTURE BALLAST HAS AN

INPUT VOLTAGE RANGE OF 120-277VAC

AND WILL OPERATE REGARDLESS OF

VOLTAGE DROP LOSSES.

0.03 G