1614700dwg09of22CIVIL_EROSION_01.pdf

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DRAWFORM REVISION: 25 AUGUST 2020

SCALE:

EPROJECT NO.

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

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N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

G. AREAS MUST BE SCARIFIED TO A MINIMUM DEPTH OF 3 INCHES PRIOR TO PLACEMENT OF TOPSOIL.

OBJECTIONABLE MATERIALS.

F. AREAS FILLED MUST BE CLEARED, GRUBBED AND STRIPPED OF TOPSOIL TO REMOVE TREES, VEGETATION, ROOTS OR OTHER

ACCORDANCE WITH THE APPROVED EROSION AND SEDIMENT CONTROL PLAN.

E. EROSION, AND SEDIMENT CONTROL PRACTICES AND MEASURES MUST BE CONSTRUCTED, APPLIED AND MAINTAINED IN

ACCORDANCE WITH THE APPROVED EROSION AND SEDIMENT CONTROL PLAN UNTIL THEY ARE ADEQUATELY STABILIZED.

D. GRADED OR DISTURBED AREAS INCLUDING SLOPES MUST BE PROTECTED DURING CLEARING AND CONSTRUCTION IN

THE DESIGN PLANS.

C. EROSION CONTROL MESH MUST BE APPLIED IN ACCORDANCE WITH THE PLANS OVER FINISH SEEDED AREAS AS SPECIFIED ON

CONSTRUCTION ACTIVITIES.

INSPECTING ENGINEER. FAILURE TO COMPLY WITH THE ENGINEER'S DIRECTIONS WILL RESULT IN DISCONTINUATION OF CONTRACTOR MUST BE RESPONSIBLE FOR PROVIDING AND CONSTRUCTING SUPPLEMENTAL MEASURES AS DIRECTED BY THE SUPPLEMENTAL VEGETATIVE PROVISIONS TO MAINTAIN STABILITY OF EARTHWORKS AND FINISH GRADED AREAS. THE B. THE INSPECTING ENGINEER AT HIS/HER DISCRETION, MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES AND/OR

DESIGNATION OF THE OWNER AND INSPECTING ENGINEER.

NEEDED. SILT FENCING MUST BE PLACED DOWN GRADIENT FROM THE STOCKPILED LOAM. STOCKPILE LOCATED BY A. TOPSOIL MUST BE COLLECTED, STOCKPILED, SEEDED WITH RYE AT 3 POUNDS/1,000 SF AND MULCHED, AND REUSED AS

THE FOLLOWING EROSION CONTROL MEASURES MUST BE FOLLOWED THROUGHOUT CONSTRUCTION OF THIS PROJECT:

GENERAL CONSTRUCTION PHASE

OF THE CHANNEL.

TO SLOW FLOW. THERE MUST BE NO EVIDENCE OF SLUMPING OF THE LINING, UNDERCUTTING OF THE BANKS, OR DOWN-CUTTING LINING CAPABLE OF WITHSTANDING THE ANTICIPATED FLOW VELOCITIES AND FLOW DEPTHS WITHOUT RELIANCE ON CHECK DAMS WITH MATURE VEGETATION AT LEAST THREE INCHES IN HEIGHT, WITH WELL-GRADED RIPRAP, OR WITH ANOTHER NON-EROSIVE G. DITCHES, CHANNELS, AND SWALES. FOR OPEN CHANNELS, PERMANENT STABILIZATION MEANS THE CHANNEL IS STABILIZED

IS COMPLETED.

F. PAVED AREAS. FOR PAVED AREAS, PERMANENT STABILIZATION MEANS THE PLACEMENT OF THE COMPACTED GRAVEL SUBBASE

CROP LAND), PERMANENT STABILIZATION MAY BE ACCOMPLISHED BY RETURNING THE DISTURBED LAND TO AGRICULTURAL USE.

E. AGRICULTURAL USE. FOR CONSTRUCTION PROJECTS ON LAND USED FOR AGRICULTURAL PURPOSES (E.G., PIPELINES ACROSS

STONE MUST BE SIZED. IT IS RECOMMENDED THAT ANGULAR STONE BE USED.

A BACKING OF A WELL-GRADED GRAVEL OR APPROVED GEOTEXTILE TO PREVENT SOIL MOVEMENT FROM BEHIND THE RIPRAP.

D. RIPRAP. FOR AREAS STABILIZED WITH RIPRAP, PERMANENT STABILIZATION MEANS THAT SLOPES STABILIZED WITH RIPRAP HAVE

THE APPROVED APPLICATION RATES AND LIMITATIONS.

APPROVED MULCH MATERIAL. EROSION CONTROL MIX MAY BE USED AS MULCH FOR PERMANENT STABILIZATION ACCORDING TO C. PERMANENT MULCH. FOR MULCHED AREAS, PERMANENT MULCHING MEANS TOTAL COVERAGE OF THE EXPOSED AREA WITH AN

THE UNDERLYING SOIL WITH NO SLUMPING OF THE SOD OR DIE-OFF.

B. SODDED AREAS. FOR SODDED AREAS, PERMANENT STABILIZATION MEANS THE COMPLETE BINDING OF THE SOD ROOTS INTO

MATURE, HEALTHY PLANTS WITH NO EVIDENCE OF WASHING OR RILLING OF THE TOPSOIL.

A. SEEDED AREAS. FOR SEEDED AREAS, PERMANENT STABILIZATION MEANS AN 90% COVER OF THE DISTURBED AREA WITH

PERMANENT STABILIZATION DEFINED

REQUIRED TO STABILIZE THE CHANNEL. WATERWAYS MUST BE FULLY STABILIZED PRIOR TO DIRECTING RUNOFF TO THEM.

FINAL SEEDING OF WATERWAYS IS DELAYED PAST SEPTEMBER 15, EMERGENCY PROVISIONS SUCH AS SOD OR RIPRAP MAY BE STABILIZED. VEGETATED WATERWAYS MUST BE STABILIZED EARLY DURING THE GROWING SEASON (PRIOR TO SEPTEMBER 15). IF OBTAINED. ONCE SOIL IS EXPOSED FOR WATERWAY CONSTRUCTION, IT MUST BE IMMEDIATELY SHAPED, GRADED AND VEGETATION AND MULCHED AND WILL NOT BE USED AS OUTLETS UNTIL A DENSE, VIGOROUS VEGETATIVE COVER HAS BEEN E. VEGETATED WATERWAY. UPON FINAL GRADING, THE DISTURBED AREAS MUST BE IMMEDIATELY SEEDED TO PERMANENT

SECOND PHASE, AND SO ON.

BY PHASING THE OPERATION AND COMPLETING THE FIRST PHASE UP TO FINAL GRADING AND SEEDING BEFORE STARTING THE THE LENGTH OF TIME BETWEEN INITIAL SOIL EXPOSURE AND FINAL GRADING. ON LARGE PROJECTS THIS MUST BE ACCOMPLISHED AND ON DISTURBED SOIL WITHIN 100 FEET OF LAKES, STREAMS AND WETLANDS. GRADING MUST BE PLANNED SO AS TO MINIMIZE EROSION CONTROL BLANKET OR MAT MUST BE USED AT THE BASE OF GRASSED WATERWAYS, STEEP SLOPES (15% OR GREATER) COVER 75 TO 90% OF THE GROUND SURFACE. HAY MULCH MUST BE KEPT MOIST OR ANCHORED TO PREVENT WIND BLOWING. AN USED, THE APPLICATION RATE MUST BE 2 BALES (70-90 POUNDS) PER 1000 SF OR 1.5 TO 2 TONS (90-100 BALES) PER ACRE TO WATERBODY WITHIN 7 DAYS OR PRIOR TO A PREDICTED STORM EVENT, WHICHEVER COMES FIRST. IF HAY OR STRAW MULCH IS SOILS THAT WILL REMAIN UNWORKED FOR MORE THAN 14 DAYS EXCEPT, STABILIZE AREAS WITHIN 100 FEET OF A WETLAND OR D. TEMPORARY STABILIZATION. STABILIZE WITH TEMPORARY SEEDING, MULCH, OR OTHER NON-ERODABLE COVER EXPOSED

TEMPORARY RIPRAP, SUCH AS TEMPORARY CHECK DAMS UNTIL THE DISTURBED AREA IS PERMANENTLY STABILIZED.

CONSTRUCTION OF THE PIPE OR CHANNEL SO THAT IT IS IN PLACE WHEN THE PIPE OR CHANNEL BEGINS TO OPERATE. MAINTAIN WHERE RIPRAP IS USED FOR OUTLET PROTECTION, THE RIPRAP MUST BE PLACED BEFORE OR IN CONJUNCTION WITH THE ONLY WHEN FINAL PREPARATION AND PLACEMENT OF THE RIPRAP CAN FOLLOW IMMEDIATELY BEHIND THE INITIAL DISTURBANCE.

RIPRAP IS PUT IN PLACE WITH THE MINIMUM DELAY. DISTURBANCE OF AREAS WHERE RIPRAP IS PLACED MUST BE UNDERTAKEN C. RIPRAP: SINCE RIPRAP IS USED WHERE EROSION POTENTIAL IS HIGH, CONSTRUCTION MUST BE SEQUENCED SO THAT THE

SITE.

INTERSECTION WITH THE ACCESS DRIVE AND THE EXISTING ROADWAY TO AVOID TRACKING OF MUD, DUST AND DEBRIS FROM THE B. CONSTRUCTION ENTRANCE: PRIOR TO CLEARING OR GRUBBING, A CONSTRUCTION ENTRANCE MUST BE CONSTRUCTED AT THE

SEDIMENT BARRIERS UNTIL THE DISTURBED AREA IS PERMANENTLY STABILIZED.

DOWNGRADIENT DISTURBED AREA AND ADJACENT TO DRAINAGE CHANNELS WITHIN THE DISTURBED AREA. MAINTAIN THE A. SEDIMENT BARRIERS. PRIOR TO THE BEGINNING OF CONSTRUCTION, CONSTRUCT SEDIMENT BARRIERS AT THE EDGE OF

BMP CONSTRUCTION PHASE

AREAS TO THE EXTENT PRACTICABLE.

UNREASONABLE EROSION AND SEDIMENTATION. MINIMIZE DISTURBED AREAS AND PROTECT NATURAL DOWNGRADIENT BUFFER TEMPORARY AND PERMANENT STABILIZATION MEASURES MUST BE TAKEN. THE SITE MUST BE MAINTAINED TO PREVENT ACTIVITY BEGINS. MEASURES MUST REMAIN IN PLACE AND FUNCTIONAL UNTIL THE SITE IS PERMANENTLY STABILIZED.

PROTECTED NATURAL RESOURCE AS DEFINED IN 38 MRSA § 480-B. EROSION CONTROL MEASURES MUST BE IN PLACE BEFORE THE MUST TAKE MEASURES TO PREVENT UNREASONABLE EROSION OF SOIL OR SEDIMENT BEYOND THE PROJECT SITE OR INTO A A PERSON WHO CONDUCTS AN ACTIVITY THAT INVOLVES FILLING, DISPLACING OR EXPOSING SOIL OR OTHER EARTHEN MATERIALS

PRE-CONSTRUCTION PHASE

EROSION AND SEDIMENT CONTROL NOTES

SEEDING UNTIL THE NEXT RECOMMENDED SEEDING PERIOD.

TO THE TEMPORARY MULCHING BMP AND OVER WINTER STABILIZATION AND CONSTRUCTION TO PROTECT THE SITE AND DELAY THE SEED MUST BE HARD SEED (UNSCARIFIED). IF SEEDING CANNOT BE DONE WITHIN THE SEEDING DATES, MULCH ACCORDING AFTER THE FIRST KILLING FROST AND BEFORE SNOWFALL. WHEN CROWN VETCH IS SEEDED IN LATER SUMMER, AT LEAST 35% OF F. PERMANENT SEEDING MUST BE MADE 45 DAYS PRIOR TO THE FIRST KILLING FROST OR AS A DORMANT SEEDING WITH MULCH

AS ABOVE.

E. INSPECT SEEDBED JUST BEFORE SEEDING. IF TRAFFIC HAS LEFT THE SOIL COMPACTED; THE AREA MUST BE TILLED AND FIRMED

OTHER DEBRIS, SUCH AS WIRE, CABLE, TREE ROOTS, CONCRETE, CLODS, LUMPS OR OTHER UNSUITABLE MATERIAL.

FIRM THE SEEDBED WHEREVER FEASIBLE.D. REMOVE FROM THE SURFACE STONES 2 INCHES OR LARGER IN DIMENSION. REMOVE UNTIL A UNIFORM, FINE SEEDBED IS PREPARED. EVERYTHING BUT CLAY OR SILTY SOILS AND COARSE SANDS MUST BE ROLLED TO OTHER EQUIPMENT FOR THE TASK. THE FINAL HARROWING OPERATION MUST BE ON THE GENERAL CONTOUR. CONTINUE TILLAGE C. WORK LIME AND FERTILIZER INTO THE SOIL AS PRACTICAL TO A DEPTH OF 4 INCHES WITH A DISC, SPRING TOOTH HARROW OR

SQ. FT).

GROUND LIMESTONE (EQUIVALENT TO 50% CALCIUM PLUS MAGNESIUM OXIDE) AT A RATE OF 3 TONS PER ACRE (138 LB. PER 1,000 RATE OF 800 POUNDS PER ACRE OR 18.4 POUNDS PER 1,000 SQUARE FEET USING 10-20-20 (N-P2O5-K2O) OR EQUIVALENT. APPLY SOIL TESTING IS NOT FEASIBLE ON SMALL OR VARIABLE SITES, OR WHERE TIMING IS CRITICAL, FERTILIZER MAY BE APPLIED AT THE TESTING LABORATORY. SOIL SAMPLE MAILERS ARE AVAILABLE FROM THE LOCAL COOPERATIVE EXTENSION SERVICE OFFICE. IF B. APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TESTS SUCH AS THOSE OFFERED BY THE UNIVERSITY OF MAINE SOIL

APPLICATION AND ANCHORING, AND MAINTENANCE.

A. GRADE AS FEASIBLE TO PERMIT THE USE OF CONVENTIONAL EQUIPMENT FOR SEEDBED PREPARATION, SEEDING, MULCH

SEEDBED PREPARATION

ENVIRONMENT.

COVER IS NEEDED TO STABILIZE THE SOIL, TO REDUCE DAMAGES FROM SEDIMENT AND RUNOFF, AND TO ENHANCE THE PERMANENT VEGETATIVE COVER MUST BE ESTABLISHED ON DISTURBED AREAS WHERE PERMANENT, LONG LIVED VEGETATIVE

PERMANENT VEGETATION

ATTAINED. REMOVE ACCUMULATED SEDIMENTS AND STABILIZE.

O. REMOVE TEMPORARY CONTROL MEASURES, SUCH AS SILT FENCE, WITHIN 30 DAYS AFTER PERMANENT STABILIZATION IS

N. GRADED AREAS MUST BE PERMANENTLY STABILIZED IMMEDIATELY FOLLOWING FINISHED GRADING.

M. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION MUST BE HANDLED APPROPRIATELY.

L. FILL MUST NOT BE PLACED ON A FROZEN FOUNDATION.

OR STRUCTURAL FILLS.

K. FROZEN MATERIAL OR SOFT, MUCKY OR HIGHLY COMPRESSIBLE MATERIALS MUST NOT BE INCORPORATED INTO FILL SLOPES

CONSTRUCTION OF SATISFACTORY LIFTS.

LOGS, STUMPS, BUILDING DEBRIS AND OTHER OBJECTIONABLE MATERIALS THAT WOULD INTERFERE WITH OR PREVENT J. EXCEPT FOR APPROVED LANDFILLS OR NON-STRUCTURAL FILLS, FILL MATERIAL MUST BE FREE OF BRUSH, RUBBISH, ROCKS, I. FILLS MUST BE PLACED AND COMPACTED IN LAYERS NOT TO EXCEED 8 INCHES IN THICKNESS.

WITH LOCAL REQUIREMENTS OR CODES.

PROBLEMS. FILL INTENDED TO SUPPORT BUILDINGS, STRUCTURES AND CONDUITS, ETC., MUST BE COMPACTED IN ACCORDANCE H. FILLS MUST BE COMPACTED AS NEEDED TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, SUBSIDENCE OR OTHER RELATED

UNLESS SPECIFICALLY RELEASED FROM THIS STANDARD BY THE DEPARTMENT.

CONSTRUCTION PERIOD, MUST BE STABILIZED WITH AN APPROPRIATE STONE LINING BACKED BY A GRAVEL BED OR GEOTEXTILE M. VEGETATED DITCH LINES THAT HAVE NOT BEEN STABILIZED BY NOVEMBER 1, OR WILL BE WORKED DURING THE WINTER

L. LOAM MUST BE FREE OF FROZEN CLUMPS BEFORE IT IS APPLIED.

AND MULCHED.

K. IF SNOWFALL IS GREATER THAN 1 INCH (FRESH OR CUMULATIVE), THE SNOW MUST BE REMOVED FROM THE AREAS SEEDED

J. AREAS THAT HAVE BEEN BROUGHT TO FINAL GRADE MUST BE PERMANENTLY MULCHED THAT SAME DAY.

WORKDAY IN AREAS WITHIN 100 FEET FROM A PROTECTED NATURAL RESOURCE.

I. TEMPORARY MULCH MUST BE APPLIED WITHIN 7 DAYS OF SOIL EXPOSURE OR PRIOR TO STORM EVENT, BUT AFTER EVERY

BARRIER.

H. AN AREA WITHIN 100 FEET OF A PROTECTED NATURAL RESOURCE MUST BE PROTECTED WITH A DOUBLE ROW OF SEDIMENT

STABILIZATION AT ONE TIME.

G. WINTER EXCAVATION AND EARTHWORK MUST BE COMPLETED SO THAT NO MORE THAN 1 ACRE OF THE SITE IS WITHOUT

F. SEE THE VEGETATION MEASURES FOR MORE INFORMATION ON SEEDING DATES AND TYPES.

E. CONSTRUCT AN EROSION CONTROL BLANKET IN DRAINAGEWAYS (BOTTOM AND SIDES) WITH A SLOPE GREATER THAN 3 %.

AREAS EXPOSED TO DIRECT WIND.

D. USE MULCH AND MULCH NETTING OR AN EROSION CONTROL MULCH BLANKET OR SLOPES GREATER THAN 8 % OR OTHER

THE GROUND SURFACE WILL NOT BE VISIBLE AND MUST BE ANCHORED.

C. APPLY HAY MULCH AT TWICE THE STANDARD RATE (150 LBS. PER 1,000 SF). THE MULCH MUST BE THICK ENOUGH SUCH THAT

SUSPENSION UNLESS FULLY PROTECTED WITH MULCH.

B. DO NOT EXPOSE SLOPES OR LEAVE SLOPES EXPOSED OVER THE WINTER OR FOR OTHER EXTENDED TIME OF WORK

A. PERMANENT STABILIZATION CONSISTS OF AT LEAST 90% VEGETATION, PAVEMENT/GRAVEL BASE OR RIPRAP.

PROTECTED WITH ADDITIONAL STABILIZATION MEASURES.

IF AN AREA IS NOT STABILIZED WITH TEMPORARY OR PERMANENT MEASURES BY NOVEMBER 15, THEN THE SITE MUST BE

WINTER CONSTRUCTION PHASE

THE AREA MUST BE SEEDED AT THE BEGINNING OF THE GROWING SEASON.

J. AREAS WHICH CANNOT BE SEEDED WITHIN THE GROWING SEASON MUST BE MULCHED FOR OVER-WINTER PROTECTION AND

I. AREAS WHICH HAVE BEEN TEMPORARILY OR PERMANENTLY SEEDED MUST BE MULCHED IMMEDIATELY FOLLOWING SEEDING.

RYEGRASS, 20% ANNUAL RYEGRASS AND 5% WHITE DUTCH CLOVER.

LBS./1,000 S.F. WITH A MIXTURE OF 35% CREEPING RED H. FESCUE, 6% RED TOP, 24% KENTUCKY BLUEGRASS, 10% PERENNIAL G. FOLLOWING SEED BED PREPARATION, SWALE AREAS, FILL AREAS AND BACK SLOPES MUST BE SEEDED AT A RATE OF 3

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DRAWFORM REVISION: 25 AUGUST 2020

SCALE:

EPROJECT NO.

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A P

P R

D A

T E

D E

S C

R

IP

T

IO

N S

Y M

1614700

CRH/LAF

IM

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N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

5. WITH THE APPROVAL OF THE INSPECTOR REMOVE EROSION AND SEDIMENT CONTROL MEASURES.

4. REPLACE CULVERT AND CONSTRUCT OUTFALL PROTECTION AND COMPLETE LANDSCAPING ACTIVITIES.

3. PERFORM CLEARING AND GRUBBING AND CONSTRUCT STREAM DIVERSION CONTROLS AS SHOWN ON CE116-CE118.

PLANS AND FLAG TREES TO BE SAVED PRIOR TO CLEARING AND GRUBBING OPERATIONS PER FOREST CONSERVATION PLAN.

MEASURES, CONSTRUCTION OR OTHER LAND DISTURBING ACTIVITIES. CONSTRUCT TREE PROTECTION FENCE AS SHOWN ON LANDSCAPE

2. THE LIMIT OF DISTURBANCE MUST BE FIELD MARKED BY SURVEYOR PRIOR TO CLEARING, CONSTRUCTION OF SEDIMENT CONTROL

AREA

1. CONSTRUCTION OF P-401 MAY HAPPEN AFTER THE CONSTRUCTION OF EROSION AND SEDIMENT CONTROLS AROUND THE STOCK PILE

3. WITH THE APPROVAL OF THE INSPECTOR REMOVE ANY REMAINING EROSION AND SEDIMENT CONTROL MEASURES.

MANNER AS SHOWN ON CE108-CE115.

2. PERFORM CLEARING AND GRUBBING, CONSTRUCT CONSTRUCTION ENTRANCES, AND PERFORM WORK IN A SAME DAY STABILIZATION

PLANS AND FLAG TREES THAT MUST BE SAVED PRIOR TO CLEARING AND GRUBBING OPERATIONS PER FOREST CONSERVATION PLAN.

MEASURES, CONSTRUCTION OR OTHER LAND DISTURBING ACTIVITIES. CONSTRUCT TREE PROTECTION FENCE AS SHOWN ON LANDSCAPE

1. THE LIMIT OF DISTURBANCE MUST BE FIELD MARKED BY SURVEYOR PRIOR TO CLEARING, CONSTRUCTION OF SEDIMENT CONTROL

11. WITH THE APPROVAL OF THE INSPECTOR REMOVE ANY REMAINING EROSION AND SEDIMENT CONTROL MEASURES.

COMPLETE LANDSCAPING AND COMPLETE CONSTRUCTION OF PLUNGE POOL FOR P-201.

MEDIA FOR THE FACILITY. STABILIZE DISTURBED AREAS DRAINING TO THE GRASSED UNDERDRAIN SOIL FILTER DURING CONSTRUCTION,

10. STABILIZE AREAS DRAINING TOWARD GRASSED UNDERDRAIN SOIL FILTER. WITH THE APPROVAL OF THE INSPECTOR, CONSTRUCT THE

CONTROLS ADJACENT TO THE FENCE AND CLEANING UP SEDIMENT IN INLETS.

9. WITH THE APPROVAL OF THE INSPECTOR, CONSTRUCT FENCE AS SHOWN ON CE104-CE107, WHILE REMOVING EROSION AND SEDIMENT

MEDIA.

8. PERFORM FINAL SITE GRADING, PAVING, STABILIZATION AND LANDSCAPING EXCEPT FOR THE GRASSED UNDER DRAIN SOIL FILTER

REST OF THE RIDGE ROAD

7. PERFORM ROADWAY GRADING, DITCH GRADING AND SURFACE LEVEL GRASSED UNDERDRAIN SOIL FILTER GRADING AT HUDSON AND

6. CONSTRUCT REMAINING STORM DRAIN NETWORK IN PHASE 2 AND PROVIDE INLET PROTECTION OVER THE INLET.

5. CONSTRUCT P-107 AND STABILIZE OUTFALL ANYTIME AFTER THE CONSTRUCTION OF INLET PROTECTION OVER I-107.

4. PERFORM W SAME DAY WORK IN A SAME DAY STABILIZATION MANNER AS SHOWN ON CE108-CE115 AT ANY TIME.

INSTALLATION OF PERIMETER CONTROLS.

3. BUILDING CONSTRUCTION FOR B129 AND PARKING LOT CONSTRUCTION ADJACENT TO THE BUILDING MAY BEGIN ANYTIME AFTER THE

CE104-CE107.

2. PERFORM CLEARING AND GRUBBING AND CONSTRUCT PERIMETER CONTROLS AND CONSTRUCTION ENTRANCES AS SHOWN ON

PLANS AND FLAG TREES THAT MUST BE SAVED PRIOR TO CLEARING AND GRUBBING OPERATIONS PER FOREST CONSERVATION PLAN.

MEASURES, CONSTRUCTION OR OTHER LAND DISTURBING ACTIVITIES. CONSTRUCT TREE PROTECTION FENCE AS SHOWN ON LANDSCAPE

1. THE LIMIT OF DISTURBANCE MUST BE FIELD MARKED BY SURVEYOR PRIOR TO CLEARING, CONSTRUCTION OF SEDIMENT CONTROL

OTHER

TEMPORARY STREAM DIVERSIONS MUST BE REMOVED AND AREAS STABILIZED AND RESTORED

9. IF A MAJOR STORM IS PREDICTED, EMERGENCY MEASURES MAY BE NEEDED TO PREVENT DAMAGE. AT THE END OF CONSTRUCTION, DISCHARGING TO THE STREAM, AND FISH PASSAGE IS NOT BLOCKED. DAMAGES MUST BE REPAIRED.

8. A STREAM DIVERSION MUST BE REGULARLY INSPECTED TO ENSURE THAT THE STRUCTURE IS NOT OBSTRUCTED, THAT SEDIMENT IS NOT

7. THE DISCHARGE HOSE(S) MUST BE SECURELY ANCHORED.

UNLESS THE DISCHARGE LOCATION IS STABLE (ROCKY STREAM BED).

RE-ENTER THE STREAM WITHOUT SCOURING. A CREATED APRON OF GEOTEXTILE FABRIC AND RIPRAP OR EQUIVALENT MUST BE PROVIDED

6. A TEMPORARY BY-PASS PIPE OR CULVERT THAT IS PROTECTED FROM CRUSHING MAY BE PLACED ACROSS THE ROAD. CLEAN WATER MUST

5. A BLOCK NET MUST BE PROVIDED UPSTREAM OF THE INTAKE TO REDUCE ENTRAINMENT OF FISH AND AMPHIBIANS TO A PUMP.

STREAM.

4. WATER FROM WITHIN THE EXCAVATION/CONSTRUCTION AREA MUST BE PUMPED TO A DEWATERING BASIN BEFORE REACHING THE

CONSTRUCTED UNDER DRY CONDITIONS AND BE FULLY STABILIZED (SANDBAGS OR RIPRAP) BEFORE USE

3. THE CONDUIT AND PUMP MUST HAVE THE HYDRAULIC CAPACITY TO HANDLE ANTICIPATED FLOWS. THE DIVERSION MUST BE

WELL AS A DIVERSION.

2. THE DIVERSION STRUCTURE MUST BE SIZED TO CONTAIN STREAM FLOWS. A LARGE PROJECT WOULD BENEFIT FROM A COFFERDAM AS

1. THE CONSTRUCTION OF A CHANNEL DIVERSION MUST BEGIN FROM DOWNSTREAM AND WORK UPSTREAM. SILT FENCE ADJACENT AND BEHIND THE FENCE AND CLEANING UP SEDIMENT IN THE STONE LEVEL-SPREADER.

7. WITH THE APPROVAL OF THE INSPECTOR, CONSTRUCT FENCE AT THE ECF AS SHOWN ON CE100-CE103, WHILE REMOVING MIX BERM AND

FOR P-108 AND P-106.

6. PERFORM GRADING FOR ECF, PAVING, STABILIZATION AND LANDSCAPING. COMPLETE CONSTRUCTION OF RIPRAP OUTFALL PROTECTION

5. CONSTRUCT STORM DRAIN SYSTEM AND CONSTRUCT INLET PROTECTION WITH THE CONSTRUCTION OF EACH INLET.

4. BEGIN MASS GRADING OF THE ECF AND CONSTRUCT STONE BERM-LEVEL SPREADER.

CONTROLS.

3. BUILDING CONSTRUCTION FOR B129 ADJACENT TO THE BUILDING MAY BEGIN ANYTIME AFTER THE CONSTRUCTION OF PERIMETER

CE100-CE103.

2. PERFORM CLEARING AND GRUBBING AND CONSTRUCT PERIMETER CONTROLS AND CONSTRUCTION ENTRANCES AS SHOWN ON

PLANS AND FLAG TREES THAT MUST BE SAVED PRIOR TO CLEARING AND GRUBBING OPERATIONS PER FOREST CONSERVATION PLAN.

MEASURES, CONSTRUCTION OR OTHER LAND DISTURBING ACTIVITIES. CONSTRUCT TREE PROTECTION FENCE AS SHOWN ON LANDSCAPE

1. THE LIMIT OF DISTURBANCE MUST BE FIELD MARKED BY SURVEYOR PRIOR TO CLEARING, CONSTRUCTION OF SEDIMENT CONTROL

WHEN.

DEFICIENCIES OR ENHANCE CONTROLS MUST ALSO BE INDICATED IN THE LOG AND DATED, INCLUDING WHAT ACTION WAS TAKEN AND AND LOCATION(S) WHERE ADDITIONAL BMPS ARE NEEDED THAT DID NOT EXIST AT THE TIME OF INSPECTION. FOLLOW-UP TO CORRECT MAINTENANCE; LOCATION(S) OF BMPS THAT FAILED TO OPERATE AS DESIGNED OR PROVED INADEQUATE FOR A PARTICULAR LOCATION;

SEDIMENTATION CONTROLS AND POLLUTION PREVENTION MEASURES. MAJOR OBSERVATIONS MUST INCLUDE: BMPS THAT NEED MAKING THE INSPECTION, THE DATE(S) OF THE INSPECTION, AND MAJOR OBSERVATIONS RELATING TO OPERATION OF EROSION AND B. A LOG (REPORT) MUST BE KEPT SUMMARIZING THE SCOPE OF THE INSPECTION, NAME(S) AND QUALIFICATIONS OF THE PERSONNEL

OPERATING CONDITION UNTIL AREAS ARE PERMANENTLY STABILIZED.

COMPLETED WITHIN 7 CALENDAR DAYS AND PRIOR TO STORM EVENT (RAINFALL). MEASURES MUST BE MAINTAINED IN EFFECTIVE LOG. IF BEST MANAGEMENT PRACTICES (BMPS) NEED MODIFICATION OR IF ADDITIONAL BMPS ARE NEEDED, IMPLEMENTATION MUST BE KNOWLEDGE OF EROSION AND STORMWATER MUST CONDUCT THE INSPECTION. THIS PERSON MUST BE IDENTIFIED IN THE INSPECTION ONCE A WEEK AND BEFORE AND AFTER A STORM EVENT, PRIOR TO COMPLETION OF PERMANENT STABILIZATION. A PERSON WITH USED FOR STORAGE THAT ARE EXPOSED TO PRECIPITATION, AND LOCATIONS WHERE VEHICLES ENTER OR EXIT THE PARCEL AT LEAST A. CONTRACTOR MUST INSPECT DISTURBED AND IMPERVIOUS AREAS, AND EROSION AND STORMWATER CONTROL MEASURES, AREAS

MAINTENANCE AND INSPECTION PHASE

GENERAL NOTES FOR WORKING IN STREAM

GENERAL

PHASE 1

PHASE 2

PHASE 3

PHASE 4

EROSION AND SEDIMENT CONTROL NOTES CONT. EROSION AND SEDIMENT CONTROL SEQUENCES OF CONSTRUCTION

COMPLETION OF THE PROJECT.

3. MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES AROUND THE STOCKPILE AREAS THROUGHOUT CONSTRUCTION UNTIL THE

RECONSTRUCTION UNLESS DAMAGED OR BROKEN.

2. IF EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN CONSTRUCTED IN A PREVIOUS PHASE, IT DOES NOT NEED

1. PHASE 1-4 WORK DOES NOT HAVE TO BE DONE IN ORDER, MAY ALSO TAKE PLACE SIMULTANEOUSLY.

CE002

JSK JSK TCW

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154 358

12880936

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1 2 3 4 5

1 2 3 4 5

A

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IC

DRAWFORM REVISION: 25 AUGUST 2020

SCALE:

EPROJECT NO.

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A P

P R

D A

T E

D E

S C

R

IP

T

IO

N S

Y M

1614700

CRH/LAF

IM

P

R O

V E

M E

N T S

P -3

P

E R

IM

E T

E R S

E C

U R

IT

Y

EJA

DSN

F

M E p w g f n e t p w .b e n t le y .c o m :g f n e t p w

D o c u m e n t s

P r o je c t s

C A

D D

P L

E E

T S

G F

P

C E .d

Y O

M E

P

O T T E

D

:1

E R jk n ig h t

AS NOTED

D E

P A

R T

M E

N T O

F T

H E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G S

Y S

T E

M S C

O M

M A

N D

M

ID

L A

N T D

C C

O R

E N

A V

A L S

T A

T

IO

N -N

O R

F O

L K

V A

C U

T L E

R

M A

IN

E

N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

0 2

80 80

1 8

E S D

E U

C

E U E

E U

E

E U

C

C A B L E S

E U E (2

K V

P

IP

D (1

"R

C P

E S

D (8

"C

I)ES

D(1 5"R

CP)

EUE/EUC

EUE(6W)

EUE(6W)

EUE/EUC

EUE/EUC

S-6

S-8

S-4

S-0

S-12

N-5

N-10

N-12

N-1

N-2

N-4

N-0

INV. 38.08'

INV. 39.64'

INV. 25.39'

INV. 25.56'

INV. 26.08'

INV. 25.73'

INV. 29.31'

INV. 30.42'

RCP

INV. 33.77'

INV. 33.82'

8" STEEL

H U

N

TLE

Y H

O

LLE

R R

O A

D

INV. 37.61'

INV. 35.80'

INV. 10.06'

30" RCP

STE

ELINV. 9.84'

INV. 9.67'

H D P E

INV. 12.48'

INV. 13.71'

ST

EE

LINV. 19.96'

INV. 19.73'

R C P

R C P

INV. 22.74'

INV. 22.94'

INV. 22.30'

INV. 22.52'

RCP

INV. 16.40'

INV. 16.73'

C M

P

INV. 45.79'

INV. 45.65'

4" STEEL

INV. 65.68'

INV. 65.88'

INV. 58.87'

INV. 58.18'

S T E E L

INV. 40.23'

INV. 39.97'

INV. 35.68'

INV. 35.92'

INV. 43.35'

INV. 43.37'

12" STEEL

INV. 38.73'

INV. 38.14'

H D P E

INV. 27.10

INV. 26.09

12" STEEL

INV. 16.31'

RIDGE ROAD

ST. LA

U R

EN

T STR

EET

ST. LA

U R

EN

T STR

EET

ST. LA

U R

EN

T STR

EET

H U

N T

L E

Y H

O L

L E

R R

O A

D

R

ID

G E R

O A

D

H U

N T L E

Y H

O L L E

R R

O A

D

H U

N T L E

Y H

O L L E

R R

O A

D

S T . L

A U

R E

N T S

T R

E E

T

S T . L

A U

R E

N T S

T R

E E

T

S T

E E

L E

S A

V E

N U

E

S T

E E

L E

S A

V E

N U

E

S T

E E

L E

S A

V E

N U

E

S T

E E

L E

S A

V E

N U

E

S T

E E

L E

S A

V E

N U

E

S T

E E

L E

S A

V E

N U

E

S T

E E

L E

S A

V E

N U

E

W

IL

D L

IF

E D

R

IV

E

INV. 17.26'INV. 16.99'

ST.LAU

REN

T STREET

S T .L

A U

R E

N T S

T R E E T

S T E E L E S A

V E

N U E

S T E E L E S A

V E

N U E

HUNTL

EY

H

O

LL

ER

R

O

AD

S-10

N-6

S T E E L

INV. 70.28'

INV. 69.85'

INV. 53.21'

INV. 53.33'

INV. 37.76'

INV. 38.49'

J A

K E S L

A N

E

E X

IS

T

T U

N N E L

EXIST WELL #100

EXIST MH N1A

EXIST MH 3W

EXIST MH 4W

EXIST MH 5W

EXIST MH 6W

BANK

EXIS

T L

OAD

EXIST MH 7W

BLDG

TRANSMITTER

B100

D

D

D

E

E

C

C

C

C

E

SSCO

EXIST

C A B L E S

E U E (2

K V

P x

X

C A B L E S

E U E (2

K V

P

B L E S

E U

E (2

K V

P

B L E S

E U

E (2

K V

P

B L E S

E U

E (2

K V

P

ES

D(1

5"R

CP)

ESD(15"RCP)

E S D (1

"R

C P

ESD(15"RCP)

E S

D (1

"S

T L

ESD(36"RCP)

ESD(4"STL)

ESD(36"RCP)

E U

C

E U E

E U

E

E U

C

E U

E

E U

C

E U C

E U C

E U E

E U E

E U E

E U E

E U C

E U C

E U C

ESD

ESD(24"RCP)

ESD(24"RCP)

E S

D (1

"R

C P

E S

D (2

"R

C P

ESS(4")

EUE(2-4")

ESD

ESD

ESD

ES

D

ESD

E S

D

(1

ESD

(12")

ESD(10")

E S S

E S S

ESS(AB)

ES

S

ESS

ESS

ESS

EOU

E O

U

EUU

EUU

EUC(2-

3/4")

F

IR

E

P

U M P

T O

E X

IS

T

IN

RIDGE ROAD

RIDGE ROAD

S T L A

U R E

N T S

T R E E T

E

C

EXIST MH 2W

EXIST MH 1W

EXIST MH N1B

W

F

F

E

C

C

C

EUE(2

-44KV

EUE(2

-44KV

EUE(2

-44KV

EUE(2

-44KV

EUE(2

-44KV

EUE(2-44KV

EUE(2-44KV

EUE(2

-44KV

DE-I

CEREXIST

(G R

A V E L

(G

RAVEL)

(G

RAVE

L)

CMP

INV.

INV.

8" S

TEEL

C

6" STEEL

28.31'

INV.

28.25'

INV.

R C P

R C P

C

C

D

D

D

2' R

CP

C

C

W

E U

E

E U

E

E U E

E U E

E U E

E U

C

E U

C

E U

C

E U

C

E U

C

E U

C

E U

C

E U

C

C

C

C

C

20WAYEUE/EUC

E U E

E U

E

E U

E

E U

E

E U

E

E U

C

E

E

E

E

E

C

C

20WAYEUE/EUC

C

CC

CMP

E

E

C

D

V

W V

D

H

D

S

M

H

D

H

D

H

D

H

D

E

E

E

E

C

D

S-11

G A

T E

EUE

S

S

G A

TE

G A

T E

G A

TE

G A

T E

E

C

S

S

C

E

E

E W

E W

W

S

S

S

S

W

SIGN

36"x36"

SIGN

42"x48" 36"x48"

GUARD

SHACK

EXISTING FENCE

EXISTING GUARDRAIL

EXISTING FENCE

SITE 00009 - AOC 13 DIRT ROADS

MOVABLE CONCRETE BARRIERS

EXISTING WOODEN FENCE

SIGN

36"x36"

SIGN

36"x36"

SIGN

36"x36"

SIGN

12"x18"

SIGN

36"x36" 24"x30"

SIGN

24"x24"

SIGN

8"x24"

SIGN

12x12" 12"x24" 15"x21" 24"x24"

SIGN

24"x30"

SIGN

36"x36"

SIGN

36"x36"

FLOODED AREA

B130

B129

RIDGE ROAD

B137

B134B135B132

B140

R

ID

G E R

O A

D

F O

G H

A R

B O

R R

O A

D

N ° 4

' 0

"W

.1

DATED DECEMBER 5, 1960.

CUTLER, MAINE" PREPARED BY DEPARTMENT OF THE NAVY,

ENTITLED "REAL ESTATE PLAN - U.S. NAVAL RADIO STATION -

PROPERTY LINE PLACED PER INFORMATION FOUND ON A PLAN

PAVEMENT

PAVEMENT

PAVEMENT

P R

O P

E R

T Y L

IN

E

EXISTINGFENCE

FLAG

EXISTING

FENCE

GRAVEL

GRAVEL

GRAVEL

GRAVEL

SEWER MANHOLES

RIM: 93.71 (N)

RIM: 93.68 (S)

APPROXIMATE HIGH

WATER LINE

VENT

POND

STATION "600"

GPS CONTROL

SAND / SALT

SHED

SHIPPING CONTAINER

SIGN

"NAVAL SUPPORT

ACTIVITY CUTLER"

CONCRETE

BARRIER

R

ID

G E R

O A

D

R

ID

G E R

O A

D

R

ID

G E R

O A

D

F O

G H

A R B O

R R

O A D

F O

G H

A R

B O

R R

O A

D

R

ID

G E R

O A

D

F O

G H

A R

B O

R R

O A

D

R

ID

G E R

O A

D

R

ID

G E R

O A

D R

ID

G E R

O A

D

F O

G H

A R

B O

R R

O A

D

GRAVEL

GRAVEL ROAD

G R

AVEL

C

M P

INV. 11.14'

INV. 11.64'

" C

MP INV. 9.39'

INV. 9.04'

24" STEEL

INV. 7.67'

INV. 7.69'

R

ID

G E R

O A

D

F O

G H

A R

B O

R R

O A

D

R

ID

G E R

O A

D

R

ID

G E R

O A

D

B U

S T

E R B

O U

L E

V A

R D

B U

S T

E R B

O U

L E

V A

R D

F O

G H

A R

B O

R R

O A

D

F O

G H

A R B O

R R

O A D

B U

S T

E R B

O U

L E

V A

R D

B U S T E R B

O U

LE

V A R

D

B U S

TE

R B

O U

LE

V A R

D

B U S T E R B

O U L E V A R

D

TOWER N3

TOWER S1

TOWER S2

TOWER S3

B U S T E R B

O U L E

V A R

D

B U S T E R B

O U L E

V A R

D

BUSTER BOULEVARD

BUSTER BOULEVARD

BUSTER BOULEVARD

F A

R R

IS

P

O

IN

T

F A

R R

IS

P

O

IN

T

J O

Y L

A N

E

W

IL

D L

IF

E D

R

IV

E

W

ILDLIFE DRIVE

W

IL

D L

IF

E D

R

IV

E

30" CMP

INV. IN: 7.14INV. OUT: 6.34

30" CMP

INV. IN: 6.97INV. OUT: 6.95

24" RCPINV. OUT: 10.74INV. OUT: 10.62

CULVERTINV. IN: 9.77INV. OUT: 9.34

28" RCP

INV. IN: 11.77INV. OUT: 11.53

28" RCP

INV. IN: 11.68INV. OUT: 11.56

15" RCP (N) AND 24" RCP (S)

INV. IN: 15.30 (N)

INV. OUT: 14.97 (N)

INV. IN: 14.64 (S)

INV. OUT: 14.42 (S)

(2) 4" PVC

INV. IN: 27.94 (N)

INV. OUT: 27.77 (N)

INV. IN: 27.92 (S)

INV. OUT: 27.81 (S)

36" RCP

INV. IN: 12.49INV. OUT: 11.82

48" RCP

INV. OUT: 10.18

24" RCP

INV. IN: 21.85INV. OUT: 20.7415" RCP

INV. IN: 22.30INV. OUT: 21.75

END SUBMERGED,

UNABLE TO LOCATE

TOWER S7

TOWER S5

T O

W E R S G

U Y W

IR

E S

B U

S T E

R B

O U

L E

V A

R D

B U

S T E

R B

O U

L E

V A

R D

B U

S T E

R B

O U

L E

V A

R D

B U

S T E

R B

O U

L E

V A

R D

B U

S T E

R B

O U

L E

V A

R D

H U

D S

O N

W

IL

D L

IF

E D

R

IV

E

W

IL

D

LI

F E D

R

IV

E

W

IL

D L

IF

E D

R

IV

E

24"

RCP

INV.

IN:

51.11

INV.

OUT:

50.33

APPROXIMATEHIGH WATER LINE

36" RCPINV. IN: 39.89INV. OUT: 38.58

36" RCPINV. IN: 24.75INV. OUT: 22.92

30" RCPINV. IN: 17.34INV. OUT: 17.27

24" RCPINV. IN: 15.62INV. OUT: 14.92

24" HDPEINV. IN: 10.97INV. OUT: 9.58

APPROXIMATE

HIGH WATER LINE

APPROXIMATE

HIGH WATER LINE

APPROXIMATEHIGH WATER LINE

SEWERMANHOLERIM: 24.51

SEWERMANHOLERIM: 24.75

CATCH BASINRIM: 24.83

CATCH BASINRIM: 21.62

UNDERGROUND HIGH

VOLTAGE CABLE

B O

U L E

V A R

D

SEPTIC

FIELD

(2) 18" CMPINV. OUT: 12.11(N)

INV. OUT: 12.16(S)

TOWER S9

TOWER S7

TOWER S7 GUY WIRES

HUDS

O

N

BO

ULE

VARD

HUDS

O

N

BO

ULE

VARD

H U

D S

O N B

O U

LE

V

A R

D

HUDSON BOULEVARD

H U

D S

O N B

O U

LE

V

A R

D

HUDSO

N

BO

ULE

VARD

HUDSO

N

BO

ULE

VARD

DUKE'S PASS

BAY

VI

EW

R

OAD

BAY

VI

EW

R

OAD

B A

Y V

IE

W R

O A

D

BAY VI

EW R

OAD

18" RCPINV. IN: 33.81INV. OUT: 33.57

APPROXIMATEHIGH WATER LINE

CULVERTINV. IN: 19.78INV. OUT: 18.67

36" HDPEINV. IN: 11.54INV. OUT: 10.04

36" HDPEINV. IN: 11.63INV. OUT: 10.04

36" CMPINV. IN: 10.19INV. OUT: 9.61

36" CMPINV. IN: 10.38INV. OUT: 10.50

CULVERTINV. IN: 12.35INV. OUT: 11.89

TOWER S9

TOWER N9

TOWER N9 GUY WIRES

TOWER N8 GUY WIRES

TOWER N8

TOWER N8 GUY WIRES

TOWER N8

TOWER N7 GUY WIRES

HUDSON B

OULEVARD

HUDSON B

OULEVARD

INV. 68.46'

HUDSON B

OULEVARD

HUDSON

BOULE

VARD P

O

IS

S O

N 'S P

A T

H

GRANITE MONUMENT WITH BRASS DISK FOUND

"US NAVY BASELINE"

H U

D S

O N B

O U L E

V A R

DSPRAGUE'S NECK ROAD

H U

N

TLE

Y H

O

LLE

R R

O A D

H U

D S

O N B

O U L E

V A R

D

H U

D S

O N B

O U L E

V A R

D

20" RCPINV. IN: 30.10INV. OUT: 29.2720" RCPINV. IN: 30.30INV. OUT: 29.12

CULVERTINV. IN: 56.54INV. OUT: 55.78

20" RCPINV. IN: 51.57INV. OUT: 51.18

18" RCP

INV. IN: 69.62INV. OUT: 68.46

TOWER N11

TOWER N11 GUY WIRES

HYDRAULICS/ELECTRICAL

FOR BARRIER

ACTIVE BARRIER SYSTEM

WITH GATE MOTOR

(2) 28" RCP

INV. IN: 65.27

INV. OUT: 64.58

GUARDRAIL

FFE: 95.23 FFE: 95.22

SEPTIC FIELD

FFE: 95.41

B130A

CONCRETE PAD

FFE: 94.99

FFE: 96.29

CONCRETE

BARRIER

OLD GPS

CONTROL STATION

OLD GPS CONTROL STATION

OLD GPS CONTROL STATION

OLD GPS CONTROL STATION

APPROXIMATE HIGH

WATER LINE

STREAM

MOVABLE

MOVABLE

EXISTING FENCE

GRAVEL

GRAVEL

8" DRILLED WELL

6" DRILLED WELL

SERIES OF CONCRETE BLOCKS

SHIPPING CONTAINER

NEW SIGN POST(NO SIGN)

WATER SEPERATOR

WATER SEPERATOR

12" STEEL PIPE

THIS END OF 15" HDPE BURIED,

INVERT IS APPROXIMATE AT 7.13'

RIM: 93.48

COMM. BOXES

RIM: 93.72

COMM. BOXES

IRON BELL

CONTAINER

SHIPPING

ANCHORS

SHIP

RETIRED

ANTENNA TOWER

WITH GUY CABLES

S S

RIM: 92.0

COMM. BOX

CONTAINER

SHIPPING

CONCRETE BLOCKS

VARIOUS SIZE

STAGING AREA FOR

SEPTIC FIELD

(LOCATION PER GIS)

OLD GPS CONTROL STATION

R

ID

G E R

O A

D

R

ID

G E R

O A

D

HUDSON B

OULEVARD

MHW (6.6')

HAT (9.8')

S T

E E

L E

S A

V E

N U

E

INV. = 6.34

INV. = 6.86

INV. = 6.86

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

INV. = 6.95

INV. = 6.97

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

INV. = 7.14

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

INV. = 7.66

INV. = 7.67

INV. = 7.69

INV. = 7.72

INV. = 7.77

INV. = 7.77

INV. = 7.80

INV. = 7.90

INV. = 7.93

INV. = 7.94

INV. = 8.02

INV. = 8.28

INV. = 8.48

INV. = 8.79

INV. = 8.79

INV. = 8.81

INV. = 8.81

HIGH WATER MARK

HIGH WATER MARK

INV. = 9.04

HIGH WATER MARK HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

INV. = 9.34

HIGH WATER MARK

HIGH WATER MARK

INV. = 9.39

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

INV. = 9.58

INV. = 9.59

INV. = 9.59

INV. = 9.61

INV. = 9.61

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

INV. = 9.71

INV. = 9.71

HIGH WATER MARK

INV. = 9.77

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

INV. = 10.00

INV. = 10.00

HIGH WATER MARK

INV. = 10.04

HIGH WATER MARK

INV. = 10.04

INV. = 10.04

INV. = 10.04

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

INV. = 10.20

HIGH WATER MARK

HIGH WATER MARK

INV. = 10.38

INV. = 10.38

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

INV. = 10.43

INV. = 10.43

INV. = 10.50

INV. = 10.53

INV. = 10.53

HIGH WATER MARK

HIGH WATER MARK

INV. = 10.62

HIGH WATER MARK

HIGH WATER MARK

INV. = 10.74

INV. = 10.74

HIGH WATER MARK

INV. = 10.97

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

INV. = 11.12

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

INV. = 11.40

HIGH WATER MARK

HIGH WATER MARK

INV. = 11.47

HIGH WATER MARK

INV. = 11.53

INV. = 11.53

INV. = 11.54

HIGH WATER MARK

INV. = 11.54

HIGH WATER MARK

INV. = 11.63

INV. = 11.63

INV. = 11.64

INV. = 11.68

INV. = 11.72

" C

M P

IN

V

. IN

: 1 .9

IN

V . O

U T : 1

.7

INV. = 11.77

INV. = 11.89

INV. = 12.35

INV. = 12.49

INV. = 14.42

INV. = 14.64

INV. = 14.92

INV. = 14.97

INV. = 15.12

INV. = 15.12

INV. = 15.20

INV. = 15.20

INV. = 15.30

INV. = 15.72

INV. = 15.97

INV. = 15.97

INV. = 15.98

INV. = 16.18

INV. = 16.18

INV. = 16.26

INV. = 16.26

INV. = 16.62

INV. = 16.75

INV. = 17.27

INV. = 17.34

INV. = 17.34

INV. = 17.58INV. = 17.60

INV. = 18.67

INV. = 19.21INV. = 19.26

INV. = 19.78

INV. = 19.78

INV. = 19.83

INV. = 20.00

INV. = 20.11

S

INV. = 20.45

INV. = 20.59

INV. = 20.74

D

Y H

INV. = 21.27

INV. = 21.36

WV

INV. = 21.39

INV. = 21.39

WV

INV. = 21.75

INV. = 21.80

INV. = 21.85

INV. = 21.93

INV. = 22.30

E

INV. = 22.92

INV. = 22.92

C

S

INV. = 24.60

INV. = 24.60

INV. = 24.75

INV. = 24.75

S

F O

G H

A R B O

R R

O A D

FO

G H

AR

BO

R R

O

AD

F O

G H

A R

B O

R R

O A

D

INV. = 27.77

INV. = 27.81

INV. = 27.92

INV. = 27.94

INV. = 28.25

WV

WV

INV. = 29.12

INV. = 29.27

INV. = 30.10INV. = 30.30

INV. = 33.57

INV. = 33.57

INV. = 33.81

INV. = 33.81

6" DRILLED WELL

INV. = 38.58

INV. = 39.89

INV. = 50.33

INV. = 50.33

INV. = 51.11

INV. = 51.18

INV. = 51.57

INV. = 54.76

INV. = 55.59

INV. = 55.78

INV. = 56.32

INV. = 56.38

INV. = 56.54

INV. = 68.46

INV. = 69.62

COMMUNICATIONS BOX

POWER PLANT

WV

WV

WV

CO

W

15" RCP

INV. IN: 46.08INV. OUT: 45.32

15" RCP

INV. IN: 28.25INV. OUT: 26.77

15" RCP

INV. IN: 16.26INV. OUT: 15.12

36" RCP

INV. IN: 12.82INV. OUT: 12.08

30" RCP

INV. IN: 9.71INV. OUT: 9.59

18" RCPINV. IN: 8.81INV. OUT: 8.79

18" RCP

INV. IN: 8.48INV. OUT: 7.94

GPS CONTROLSTATION "607"

24" RCPINV. IN: 9.69INV. OUT: 8.92

30" RCPINV. IN: 15.98INV. OUT: 15.20

20" RCPINV. IN: 16.75INV. OUT: 15.97

20" RCPINV. IN: 16.62INV. OUT: 16.18

36" RCPINV. IN: 25.23INV. OUT: 23.57

30" RCPINV. IN: 15.34INV. OUT: 14.45

36" RCP

INV. IN: 10.32INV. OUT: 9.42

36" RCP

INV. IN: 10.62INV. OUT: 9.12

36" RCP

INV. IN: 10.53INV. OUT: 10.036" RCP

INV. IN: 10.43INV. OUT: 9.25

24" RCPINV. IN: 8.43INV. OUT: 8.28

30" RCPINV. IN: 15.20INV. OUT: 14.41

48" RCPINV. IN: 25.05INV. OUT: 21.95

GPS CONTROLSTATION "608""

GPS CONTROLSTATION "612"

GPS CONTROLSTATION "610"

GPS CONTROLSTATION "613"

GPS CONTROL STATION "614"

GPSCONTROLSTATION

"615"

15" RCP

INV. IN: 89.68

INV. OUT: 89.16

SEPTIC FIELD

(POSSIBLE TANK

LOCATION PER GIS)

" S

T E

E L

IN

V

. IN

: 2 .4

IN

V . O

U T : 1

.8

56" RCP

INV. IN: 7.77INV. OUT: 6.86

24" CMP

INV. IN: 11.49

INV. OUT: 11.32

60" HDPE

INV. IN: 6.37

INV. OUT: 5.95

S

DY

H

BRASS DISK INSET IN CONCRETE

"US NAVY FACILITY BASELINE"

W

S

SEWER MANHOLE

RIM: 91.36

SEWER MANHOLE

RIM: 95.03

SEWER MANHOLE

RIM: 94.99

STOP LIGHT

STOP LIGHT

SEPTIC FIELD

WV

MAILBOX

METAL

MAILBOX

STANDARD

W

GATE

S

PROTECTION BUFFER

DRINKING WATER WELLHEAD

DRINKING WATER WELL

AOC 000014 - NORTH BORROW PIT

SITE 00009 - AOC 13 DIRT ROADS

BUILDING AND SHED

SITE 00008 - MAINTENANCE

- FORMER SKEET RANGE

AOC 00010B - UXO 1 - FIRING RANGES

BUILDING AND SHED

SITE 00008 - MAINTENANCE

AOC 000014 - NORTH BORROW PIT

DIESEL TANK

500 GALLON

GATE

FOUND IRON PIN

15" RCP

INV. IN: 83.94

INV. OUT: 82.97

12" HDPE

INV. IN: 72.66

INV. OUT: 72.42

U D U D

U D

U D U D

UU D

F D

F D

F D

F D

F D

U D

F D

F D

F D

F D

F D

F D

U

105110

404404

2034+74.50

1084+89

60066007

400340044004+39

3007+86

5002+60

SPRAGUE'S NECK RD

H U

D S

O N B

L V

D

H U

D S

O N B

L V

D

B U

S T E

R B

L V

D

W

IL

D L

IF

E D

R

BUSTER BLVD

B U S T E R B

L V

D

B U S T E R B

LV

D

B U

S T

E R B

L V

D

R

ID

G E R

D

R

ID

G E R

D

F O

G H

A R

B O

R R

D

F O

G H

A R B O

R R

D

F O

G H

A R

B O

R R

D

JSK JSK TCW

CE100

P H

A

A N

O V

E R

A

R

O S

D

IM

E

N T

R

CE101CE102

CE103

NORTH

PLAN

750' 1500'0

155 358

12880937

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G S

Y S

T E

M S C

O M

M A

N D M

ID

A

T L

A N

T

IC

DRAWFORM REVISION: 25 AUGUST 2020

SCALE:

EPROJECT NO.

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A P

P R

D A

T E

D E

S C

R

IP

T

IO

N S

Y M

1614700

CRH/LAF

IM

P

R O

V E

M E

N T S

P -3

P

E R

IM

E T

E R S

E C

U R

IT

Y

EJA

DSN

F

M E p w g f n e t p w .b e n t le y .c o m :g f n e t p w

D o c u m e n t s

P r o je c t s

C A

D D

P L

E E

T S

G F

P

C E .d

Y O

M E

P

O T T E

D

E R jk n ig h t

AS NOTED

D E

P A

R T

M E

N T O

F T

H E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G S

Y S

T E

M S C

O M

M A

N D

M

ID

L A

N T D

C C

O R

E N

A V

A L S

T A

T

IO

N -N

O R

F O

L K

V A

C U

T L E

R

M A

IN

E

N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

80 80 x

S S

GUARD

SHACK

EXISTING FENCE

EXISTING GUARDRAIL

EXISTING FENCE

MOVABLE CONCRETE BARRIERS

EXISTING WOODEN FENCE

SIGN

36"x36"

SIGN

36"x36"

SIGN

36"x36"

SIGN

36"x36"

B130

B129

RIDGE ROAD

B137

B134B135

PAVEMENT

P R

O P

E R

T Y L

IN

E

FLAG

GRAVEL

GRAVEL

SEWER MANHOLES

RIM: 93.71 (N)

RIM: 93.68 (S)

SHIPPING CONTAINER

SIGN

"NAVAL SUPPORT

ACTIVITY CUTLER"

CONCRETE

BARRIER

HYDRAULICS/ELECTRICAL

FOR BARRIER

ACTIVE BARRIER SYSTEM

WITH GATE MOTOR

GUARDRAIL

FFE: 95.23 FFE: 95.22

SEPTIC FIELD

FFE: 95.41

B130A

CONCRETE PAD

FFE: 94.99

CONCRETE

BARRIER

OLD GPS

CONTROL STATION

OLD GPS CONTROL STATION

OLD GPS CONTROL STATION

MOVABLE

MOVABLE

RIM: 93.48

COMM. BOXES

RIM: 93.72

COMM. BOXES

IRON BELL

CONTAINER

SHIPPING

ANCHORS

SHIP

RETIRED

ANTENNA TOWER

WITH GUY CABLES

S S

SEPTIC FIELD

(LOCATION PER GIS)

F O

G H

A R B O

R R

O A D

W

15" RCP

INV. IN: 89.68

INV. OUT: 89.16

BRASS DISK INSET IN CONCRETE

"US NAVY FACILITY BASELINE"

S

SEWER MANHOLE

RIM: 91.36

SEWER MANHOLE

RIM: 95.03

SEWER MANHOLE

RIM: 94.99

STOP LIGHT

STOP LIGHT

WV

94.58

UGU

MAILBOX

METAL

MAILBOX

STANDARD

94.80

UGU

94.83

UGU

DRINKING WATER WELL

BUILDING AND SHED

SITE 00008 - MAINTENANCE

FOUND IRON PIN

U D U D

U D

U D U D

UU D

F D

F D

F D

F D

F D

U D

F D

F D

F D

F D

F D

F D

U

400340044004+39

3007+86

5002+60

80 80

1 8

N-12

N-1

INV. 38.08'

INV. 39.64'

INV. 25.39'

INV. 25.56'

INV. 26.08'

INV. 25.73'

H U

N

TLE

Y H

O

LLE

R R

O A

D

INV. 37.61'

INV. 35.80'

H U

N T

L E

Y H

O L

L E

R R

O A

D x

X

S

CMP

INV.

INV.

R C P

R C P

2' R

CP

CMP

S

S

S

S

S

SIGN

36"x36"

SIGN

42"x48" 36"x48"

GUARD

SHACK

EXISTING FENCE

EXISTING GUARDRAIL

EXISTING FENCE

SITE 00009 - AOC 13 DIRT ROADS

MOVABLE CONCRETE BARRIERS

EXISTING WOODEN FENCE

SIGN

36"x36"

SIGN

36"x36"

SIGN

36"x36"

SIGN

12"x18"

SIGN

36"x36" 24"x30"

SIGN

24"x24"

SIGN

8"x24"

SIGN

12x12" 12"x24" 15"x21" 24"x24"

SIGN

24"x30"

SIGN

36"x36"

SIGN

36"x36"

B130

B129

RIDGE ROAD

B137

B134B135B132

B140

R

ID

G E R

O A

D

F O

G H

A R

B O

R R

O A

D

N ° 4

' 0

"W

.1

PAVEMENT

PAVEMENT

PAVEMENT

P R

O P

E R

T Y L

IN

E

EXISTINGFENCE

FLAG

EXISTING

FENCE

GRAVEL

GRAVEL

GRAVEL

GRAVEL

SEWER MANHOLES

RIM: 93.71 (N)

RIM: 93.68 (S)

APPROXIMATE HIGH

WATER LINE

VENT

POND

STATION "600"

GPS CONTROL

SAND / SALT

SHED

SHIPPING CONTAINER

SIGN

"NAVAL SUPPORT

ACTIVITY CUTLER"

CONCRETE

BARRIER

R

ID

G E R

O A

D

R

ID

G E R

O A

D

R

ID

G E R

O A

D

F O

G H

A R B O

R R

O A D

F O

G H

A R

B O

R R

O A

D

R

ID

G E R

O A

D

F O

G H

A R

B O

R R

O A

D

HUDSON B

OULEVARD

HUDSON B

OULEVARD

INV. 68.46'

HUDSON B

OULEVARD

HUDSON

BOULE

VARD P

O

IS

S O

N 'S P

A T

H

GRANITE MONUMENT WITH BRASS DISK FOUND

"US NAVY BASELINE"

18" RCP

INV. IN: 69.62INV. OUT: 68.46

HYDRAULICS/ELECTRICAL

FOR BARRIER

ACTIVE BARRIER SYSTEM

WITH GATE MOTOR

(2) 28" RCP

INV. IN: 65.27

INV. OUT: 64.58

GUARDRAIL

FFE: 95.23 FFE: 95.22

SEPTIC FIELD

FFE: 95.41

B130A

CONCRETE PAD

FFE: 94.99

FFE: 96.29

CONCRETE

BARRIER

OLD GPS

CONTROL STATION

OLD GPS CONTROL STATION

OLD GPS CONTROL STATION

OLD GPS CONTROL STATION

APPROXIMATE HIGH

WATER LINE

STREAM

MOVABLE

MOVABLE

EXISTING FENCE

GRAVEL

GRAVEL

NEW SIGN POST(NO SIGN)

RIM: 93.48

COMM. BOXES

RIM: 93.72

COMM. BOXES

IRON BELL

CONTAINER

SHIPPING

ANCHORS

SHIP

RETIRED

ANTENNA TOWER

WITH GUY CABLES

S S

RIM: 92.0

COMM. BOX

CONTAINER

SHIPPING

CONCRETE BLOCKS

VARIOUS SIZE

STAGING AREA FOR

SEPTIC FIELD

(LOCATION PER GIS)

R

ID

G E R

O A

D

R

ID

G E R

O A

D

HUDSON B

OULEVARD

INV. = 6.86

INV. = 6.86

INV. = 7.77

INV. = 7.77

F O

G H

A R B O

R R

O A D

FO

G H

AR

BO

R R

O

AD

F O

G H

A R

B O

R R

O A

D

INV. = 28.25

INV. = 68.46

INV. = 69.62

COMMUNICATIONS BOX

CO

W

15" RCP

INV. IN: 46.08INV. OUT: 45.32

15" RCP

INV. IN: 28.25INV. OUT: 26.77

15" RCP

INV. IN: 89.68

INV. OUT: 89.16

SEPTIC FIELD

(POSSIBLE TANK

LOCATION PER GIS)

56" RCP

INV. IN: 7.77INV. OUT: 6.86

60" HDPE

INV. IN: 6.37

INV. OUT: 5.95

S

DY

H

BRASS DISK INSET IN CONCRETE

"US NAVY FACILITY BASELINE"

W

S

SEWER MANHOLE

RIM: 91.36

SEWER MANHOLE

RIM: 95.03

SEWER MANHOLE

RIM: 94.99

STOP LIGHT

STOP LIGHT

SEPTIC FIELD

WV

MAILBOX

METAL

MAILBOX

STANDARD

W

GATE

S

PROTECTION BUFFER

DRINKING WATER WELLHEAD

DRINKING WATER WELL

AOC 000014 - NORTH BORROW PIT

SITE 00009 - AOC 13 DIRT ROADS

BUILDING AND SHED

SITE 00008 - MAINTENANCE

- FORMER SKEET RANGE

AOC 00010B - UXO 1 - FIRING RANGES

BUILDING AND SHED

SITE 00008 - MAINTENANCE

AOC 000014 - NORTH BORROW PIT

DIESEL TANK

500 GALLON

GATE

FOUND IRON PIN

15" RCP

INV. IN: 83.94

INV. OUT: 82.97

12" HDPE

INV. IN: 72.66

INV. OUT: 72.42

U D U D

U D

U D U D

UU D

F D

F D

F D

F D

F D

U D

F D

F D

F D

F D

F D

F D

U

105110

404404

2034+74.50

60066007

400340044004+39

3007+86

5002+60

CE101CE102

CE103

CE101

JSK JSK TCW

NORTH

PLAN

30' 60'0

E R

O S

D

IM

E

N T

O

A

TYPICAL

SEE CG601 FOR

DT-101

CE

MB

MB

MB

SF

IP

IP

IP

IP

IP

IP

IP

LEGEND

SF

RIDGE ROAD

B/L OF CONSTRUCTION

S E

E S

H E

E T C

E

M A

T C

H L

IN

E S

T A

S E

E S

H E

E T C

E

M A

T C

H L

IN

E S

T A

DETAIL

SEE 2 CG502 FOR

MB

15" RCP

P-103

P P

P P 6 8

V

C

U D

C

F D

8" PVC

UD-105

P P

8" PVC

UD-103

4" PVC

FD-101

P P

18" RCP

P-107

8" PVC

UD-102

8" PVC

UD-101

P P

I

I

EX-HDWL

EX-HDWL

MH

I

I

I

I

I

4" PVC

FD-103

NOTE:

P P

I

4" PVC

FD-101

TYPICAL

SEE CG601 FOR

DT-102

IP

C

F D

C

F D

4" PVC

FD-104

P

P

SEE SHEET CE500

FOR EROSION AND SEDIMENT CONTROL DETAILS 2.

CONSTRUCTION SEE SHEET CD001-002

FOR GENERAL NOTES AND SEQUENCE OF 1.

IP INLET PROTECTION

SF SFSILT FENCE

CECONSTRUCTION ENTRANCE

MBMIX BERM

FB

PH PUMP AND HOSEP

FILTERBAG

SH

SB SANDBAGS

18" SUMP HOLE

FS FILTER SOCK

MB

SF

MB

MB

MBMB

MB

SF

SEE 6 CG 502

CONTROL BLANKET

MAINE DOT EROSION

DETAIL

SEE 5 CG503 FOR

SLOPE PROTECTION

SCOUR RIPRAP SIDE

MAINE DOT STONE

DETAIL

SEE 2 CG501 FOR

PP-101

SEE CG503 FOR DETAIL

LEVEL SPREADER

BUFFER 2 STONE BERM

DETAIL

SEE 2 CG501 FOR

PP-102

DETAIL

SEE 2 CG501 FOR

PP-103

SEE 6 CG 502

CONTROL BLANKET

MAINE DOT EROSION

SAME DAY STABILIZATION SD

SEDIMENT CONTROL DEVICE.

UNSTABILIZED OVERNIGHT UNLESS THE RUNOFF IS DIRECTED TO A APPROVED

SAME DAY STABILIZATION MANNER. NO DISTURBED AREA MUST BE LEFT

ALL AREAS DESIGNATED AS SAME DAY STABILIZATION MUST BE CONSTRUCTED IN A

SAME DAY STABILIZATION NOTE:

MB

FB

FB

MAIN ECF

CONSTRUCTION

B/L OF

SD

SWM ACCESS

156 358

12880938

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IC

DRAWFORM REVISION: 25 AUGUST 2020

SCALE:

EPROJECT NO.

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A P

P R

D A

T E

D E

S C

R

IP

T

IO

N S

Y M

1614700

CRH/LAF

IM

P

R O

V E

M E

N T S

P -3

P

E R

IM

E T

E R S

E C

U R

IT

Y

EJA

DSN

F

M E p w g f n e t p w .b e n t le y .c o m :g f n e t p w

D o c u m e n t s

P r o je c t s

C A

D D

P L

E E

T S

G F

P

C E .d

Y O

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O T T E

D

:5

E R jk n ig h t

AS NOTED

D E

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N T O

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H E N

A V

Y N

A V

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A C

IL

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IE

S E

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IN

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G S

Y S

T E

M S C

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IN

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N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

1 8 2 8

X

S

S

S

S

SIGN

36"x36"

SIGN

42"x48" 36"x48"

SIGN

12"x18"

SIGN

36"x36" 24"x30"

SIGN

24"x24"

SIGN

8"x24"

SIGN

12x12" 12"x24" 15"x21" 24"x24"

SIGN

24"x30"

SIGN

36"x36"

B132

B140

R

ID

G E R

O A

D

PAVEMENT

PAVEMENT

EXISTING

FENCE

GRAVEL

GRAVEL

APPROXIMATE HIGH

WATER LINE

VENT

POND

STATION "600"

GPS CONTROL

SAND / SALT

SHED

FFE: 96.29

EXISTING FENCE

RIM: 92.0

COMM. BOX

CONTAINER

SHIPPING

CONCRETE BLOCKS

VARIOUS SIZE

STAGING AREA FOR

R

ID

G E R

O A

D

CO

SEPTIC FIELD

(POSSIBLE TANK

LOCATION PER GIS)

S

DY

H

SEPTIC FIELD

W

GATE

SAOC 000014 - NORTH BORROW PIT

SITE 00009 - AOC 13 DIRT ROADS

BUILDING AND SHED

SITE 00008 - MAINTENANCE

DIESEL TANK

500 GALLON

15" RCP

INV. IN: 83.94

INV. OUT: 82.97

60066007

80 80

1 8

N-12

N-1

INV. 38.08'

INV. 39.64'

INV. 25.39'

INV. 25.56'

INV. 26.08'

INV. 25.73'

H U

N

TLE

Y H

O

LLE

R R

O A

D

INV. 37.61'

INV. 35.80'

H U

N T

L E

Y H

O L

L E

R R

O A

D x

X

S

CMP

INV.

R C P

R C P

2' R

CP

CC

CMP

S

S

S

S

S

SIGN

36"x36"

SIGN

42"x48" 36"x48"

GUARD

SHACK

EXISTING FENCE

EXISTING GUARDRAIL

EXISTING FENCE

SITE 00009 - AOC 13 DIRT ROADS

MOVABLE CONCRETE BARRIERS

EXISTING WOODEN FENCE

SIGN

36"x36"

SIGN

36"x36"

SIGN

36"x36"

SIGN

12"x18"

SIGN

36"x36" 24"x30"

SIGN

24"x24"

SIGN

8"x24"

SIGN

12x12" 12"x24" 15"x21" 24"x24"

SIGN

24"x30"

SIGN

36"x36"

SIGN

36"x36"

B130

B129

RIDGE ROAD

B137

B134B135B132

B140

R

ID

G E R

O A

D

F O

G H

A R

B O

R R

O A

D

N ° 4

' 0

"W

.1

PAVEMENT

PAVEMENT

PAVEMENT

P R

O P

E R

T Y L

IN

E

EXISTINGFENCE

FLAG

EXISTING

FENCE

GRAVEL

GRAVEL

GRAVEL

GRAVEL

SEWER MANHOLES

RIM: 93.71 (N)

RIM: 93.68 (S)

APPROXIMATE HIGH

WATER LINE

VENT

POND

STATION "600"

GPS CONTROL

SAND / SALT

SHED

SHIPPING CONTAINER

SIGN

"NAVAL SUPPORT

ACTIVITY CUTLER"

CONCRETE

BARRIER

R

ID

G E R

O A

D

R

ID

G E R

O A

D

R

ID

G E R

O A

D

F O

G H

A R B O

R R

O A D

F O

G H

A R

B O

R R

O A

D

R

ID

G E R

O A

D

F O

G H

A R

B O

R R

O A

D

HUDSON B

OULEVARD

HUDSON B

OULEVARD

INV. 68.46'

HUDSON B

OULEVARD

HUDSON

BOULE

VARD P

O

IS

S O

N 'S P

A T

H

GRANITE MONUMENT WITH BRASS DISK FOUND

"US NAVY BASELINE"

18" RCP

INV. IN: 69.62INV. OUT: 68.46

HYDRAULICS/ELECTRICAL

FOR BARRIER

ACTIVE BARRIER SYSTEM

WITH GATE MOTOR

(2) 28" RCP

INV. IN: 65.27

INV. OUT: 64.58

GUARDRAIL

FFE: 95.23 FFE: 95.22

SEPTIC FIELD

FFE: 95.41

B130A

CONCRETE PAD

FFE: 94.99

FFE: 96.29

CONCRETE

BARRIER

OLD GPS

CONTROL STATION

OLD GPS CONTROL STATION

OLD GPS CONTROL STATION

OLD GPS CONTROL STATION

APPROXIMATE HIGH

WATER LINE

STREAM

MOVABLE

MOVABLE

EXISTING FENCE

GRAVEL

GRAVEL

NEW SIGN POST(NO SIGN)

RIM: 93.48

COMM. BOXES

RIM: 93.72

COMM. BOXES

IRON BELL

CONTAINER

SHIPPING

ANCHORS

SHIP

RETIRED

ANTENNA TOWER

WITH GUY CABLES

S S

RIM: 92.0

COMM. BOX

CONTAINER

SHIPPING

CONCRETE BLOCKS

VARIOUS SIZE

STAGING AREA FOR

SEPTIC FIELD

(LOCATION PER GIS)

R

ID

G E R

O A

D

R

ID

G E R

O A

D

HUDSON B

OULEVARD

INV. = 6.86

INV. = 6.86

INV. = 7.77

INV. = 7.77

F O

G H

A R B O

R R

O A D

FO

G H

AR

BO

R R

O

AD

F O

G H

A R

B O

R R

O A

D

INV. = 28.25

INV. = 68.46

INV. = 69.62

COMMUNICATIONS BOX

CO

W

15" RCP

INV. IN: 46.08INV. OUT: 45.32

15" RCP

INV. IN: 28.25INV. OUT: 26.77

15" RCP

INV. IN: 89.68

INV. OUT: 89.16

SEPTIC FIELD

(POSSIBLE TANK

LOCATION PER GIS)

56" RCP

INV. IN: 7.77INV. OUT: 6.86

60" HDPE

INV. IN: 6.37

INV. OUT: 5.95

S

DY

H

BRASS DISK INSET IN CONCRETE

"US NAVY FACILITY BASELINE"

W

S

SEWER MANHOLE

RIM: 91.36

SEWER MANHOLE

RIM: 95.03

SEWER MANHOLE

RIM: 94.99

STOP LIGHT

STOP LIGHT

SEPTIC FIELD

WV

MAILBOX

METAL

MAILBOX

STANDARD

W

GATE

S

PROTECTION BUFFER

DRINKING WATER WELLHEAD

DRINKING WATER WELL

AOC 000014 - NORTH BORROW PIT

SITE 00009 - AOC 13 DIRT ROADS

BUILDING AND SHED

SITE 00008 - MAINTENANCE

- FORMER SKEET RANGE

AOC 00010B - UXO 1 - FIRING RANGES

BUILDING AND SHED

SITE 00008 - MAINTENANCE

AOC 000014 - NORTH BORROW PIT

DIESEL TANK

500 GALLON

GATE

FOUND IRON PIN

15" RCP

INV. IN: 83.94

INV. OUT: 82.97

12" HDPE

INV. IN: 72.66

INV. OUT: 72.42

U D U D

U D

U D U D

UU D

F D

F D

F D

F D

F D

U D

F D

F D

F D

F D

F D

F D

U

105110

404404

2034+74.50

60066007

400340044004+39

3007+86

5002+60

CE101CE102

CE103

S E

E S

H E

E T C

E

M A

T C

H L

IN

E S

T A

S E

E S

H E

E T C

E

M A

T C

H L

IN

E S

T A

CE102

JSK JSK TCW

NORTH

PLAN

30' 60'0

SEE SHEET CE103

M

ATCH LINE STA. 313+40 -

S E

E S

H E

E T C

E

M A

T C

H L

IN

E S

T A . 4

E R

O S

D

IM

E

N T

R

A

A N

SF

SF

SF

MB

MB

SEE CG601 FOR TYPICAL

DT-101

STOCK PILE AREA

MAIN ECF

B/L OF CONSTRUCTION

RIDGE ROAD

B/L OF CONSTRUCTION

FS

SF

NOTE:

FS

FS

FS

SEE SHEET CE500

FOR EROSION AND SEDIMENT CONTROL DETAILS 2.

CONSTRUCTION SEE SHEET CD001-002

FOR GENERAL NOTES AND SEQUENCE OF 1.

FS

FS

FS

FS

SF

MB

MB

SF

SF

LEGEND

IP INLET PROTECTION

SF SFSILT FENCE

CECONSTRUCTION ENTRANCE

MBMIX BERM

FB

PH PUMP AND HOSEP

FILTERBAG

SH

SB SANDBAGS

18" SUMP HOLE

FS FILTER SOCK

SAME DAY STABILIZATION SD

FENCE -PENINSULA EAST

RESTRICTED AREA SECURITY

B/L OF CONSTRUCTION

SF

SF

SEE CG602 FOR TYPICAL

DT-203

SEDIMENT CONTROL DEVICE.

UNSTABILIZED OVERNIGHT UNLESS THE RUNOFF IS DIRECTED TO A APPROVED

SAME DAY STABILIZATION MANNER. NO DISTURBED AREA MUST BE LEFT

ALL AREAS DESIGNATED AS SAME DAY STABILIZATION MUST BE CONSTRUCTED IN A

SAME DAY STABILIZATION NOTE:

FENCE -PENINSULA

RESTRICTED AREA SECURITY

B/L OF CONSTRUCTION

SWM ACCESS

157 358

12880939

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M S C

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A

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A N

T

IC

DRAWFORM REVISION: 25 AUGUST 2020

SCALE:

EPROJECT NO.

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A P

P R

D A

T E

D E

S C

R

IP

T

IO

N S

Y M

1614700

CRH/LAF

IM

P

R O

V E

M E

N T S

P -3

P

E R

IM

E T

E R S

E C

U R

IT

Y

EJA

DSN

F

M E p w g f n e t p w .b e n t le y .c o m :g f n e t p w

D o c u m e n t s

P r o je c t s

C A

D D

P L

E E

T S

G F

P

C E .d

Y O

M E

P

O T T E

D

:2

E R jk n ig h t

AS NOTED

D E

P A

R T

M E

N T O

F T

H E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G S

Y S

T E

M S C

O M

M A

N D

M

ID

L A

N T D

C C

O R

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A V

A L S

T A

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N -N

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F O

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C U

T L E

R

M A

IN

E

N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

SITE 00009 - AOC 13 DIRT ROADS

(2) 28" RCP

INV. IN: 65.27

INV. OUT: 64.58

GRAVEL

GRAVEL

R

ID

G E R

O A

D

R

ID

G E R

O A

D

HUDSON B

OULEVARD

AOC 000014 - NORTH BORROW PIT

GATE

12" HDPE

INV. IN: 72.66

INV. OUT: 72.42

404404

80 80

1 8

N-12

N-1

INV. 25.39'

INV. 25.56'

INV. 26.08'

INV. 25.73'

x

X

S

CMP

INV.

INV.

R C P

R C P

S

S

S

S

S

SIGN

36"x36"

SIGN

42"x48" 36"x48"

GUARD

SHACK

EXISTING FENCE

EXISTING GUARDRAIL

EXISTING FENCE

SITE 00009 - AOC 13 DIRT ROADS

MOVABLE CONCRETE BARRIERS

EXISTING WOODEN FENCE

SIGN

36"x36"

SIGN

36"x36"

SIGN

36"x36"

SIGN

12"x18"

SIGN

36"x36" 24"x30"

SIGN

24"x24"

SIGN

8"x24"

SIGN

12x12" 12"x24" 15"x21" 24"x24"

SIGN

24"x30"

SIGN

36"x36"

SIGN

36"x36"

B130

B129

RIDGE ROAD

B137

B134 B135

B132

B140

R

ID

G E R

O A

D

F O

G H

A R

B O

R R

O A

D

N ° 4

' 0

"W

.1

DATED DECEMBER 5, 1960.

CUTLER, MAINE" PREPARED BY DEPARTMENT OF THE NAVY,

ENTITLED "REAL ESTATE PLAN - U.S. NAVAL RADIO STATION -

PROPERTY LINE PLACED PER INFORMATION FOUND ON A PLAN

PAVEMENT

PAVEMENT

PAVEMENT

P R

O P

E R

T Y L

IN

E

EXISTINGFENCE

FLAG

EXISTING

FENCE

GRAVEL

GRAVEL

GRAVEL

GRAVEL

SEWER MANHOLES

RIM: 93.71 (N)

RIM: 93.68 (S)

APPROXIMATE HIGH

WATER LINE

VENT

POND

STATION "600"

GPS CONTROL

SAND / SALT

SHED

SHIPPING CONTAINER

SIGN

"NAVAL SUPPORT

ACTIVITY CUTLER"

CONCRETE

BARRIER

R

ID

G E R

O A

D

R

ID

G E R

O A

D

R

ID

G E R

O A

D

F O

G H

A R B O

R R

O A D

F O

G H

A R

B O

R R

O A

D

R

ID

G E R

O A

D

F O

G H

A R

B O

R R

O A

D

HUDSON B

OULEVARD

HUDSON B

OULEVARD

HYDRAULICS/ELECTRICAL

FOR BARRIER

ACTIVE BARRIER SYSTEM

WITH GATE MOTOR

(2) 28" RCP

INV. IN: 65.27

INV. OUT: 64.58

GUARDRAIL

FFE: 95.23

FFE: 95.22

SEPTIC FIELD

FFE: 95.41

B130A

CONCRETE PAD

FFE: 94.99

FFE: 96.29

CONCRETE

BARRIER

OLD GPS

CONTROL STATION

OLD GPS CONTROL STATION

OLD GPS CONTROL STATION

OLD GPS CONTROL STATION

APPROXIMATE HIGH

WATER LINE

STREAM

MOVABLE

MOVABLE

EXISTING FENCE

GRAVEL

GRAVEL

NEW SIGN POST(NO SIGN)

RIM: 93.48

COMM. BOXES

RIM: 93.72

COMM. BOXES

IRON BELL

CONTAINER

SHIPPING

ANCHORS

SHIP

RETIRED

ANTENNA TOWER

WITH GUY CABLES

S S

RIM: 92.0

COMM. BOX

CONTAINER

SHIPPING

CONCRETE BLOCKS

VARIOUS SIZE

STAGING AREA FOR

SEPTIC FIELD

(LOCATION PER GIS)

OLD GPS CONTROL STATION

R

ID

G E R

O A

D

R

ID

G E R

O A

D

HUDSON B

OULEVARD

MHW (6.6')

HAT (9.8')

INV. = 6.86

INV. = 6.86

INV. = 7.77

INV. = 7.77

F O

G H

A R B O

R R

O A D

FO

G H

AR

BO

R R

O

AD

F O

G H

A R

B O

R R

O A

D

INV. = 28.25

COMMUNICATIONS BOX

CO

W

15" RCP

INV. IN: 46.08INV. OUT: 45.32

15" RCP

INV. IN: 28.25INV. OUT: 26.77

15" RCP

INV. IN: 89.68

INV. OUT: 89.16

SEPTIC FIELD

(POSSIBLE TANK

LOCATION PER GIS)

56" RCP

INV. IN: 7.77INV. OUT: 6.86

24" CMP

INV. IN: 11.49

INV. OUT: 11.32

60" HDPE

INV. IN: 6.37

INV. OUT: 5.95

S

DY

H

BRASS DISK INSET IN CONCRETE

"US NAVY FACILITY BASELINE"

W

S

SEWER MANHOLE

RIM: 91.36

SEWER MANHOLE

RIM: 95.03

SEWER MANHOLE

RIM: 94.99

STOP LIGHT

STOP LIGHT

SEPTIC FIELD

WV

MAILBOX

METAL

MAILBOX

STANDARD

W

GATE

S

PROTECTION BUFFER

DRINKING WATER WELLHEAD

DRINKING WATER WELL

AOC 000014 - NORTH BORROW PIT

SITE 00009 - AOC 13 DIRT ROADS

BUILDING AND SHED

SITE 00008 - MAINTENANCE

- FORMER SKEET RANGE

AOC…