ASIS_236265_FINAL_CDS_06_26_2019.pdf

SHEET INDEX

SHEET

NUMBER

SUBSHEET

NUMBER

SHEET

NAME

Eric Sherry

1 COVER SHEET

2 G1.1 PROJECT NOTES

3 G1.2 INDEX SHEET

4 G1.3 SITE ACCESS

5-9 C1.1 - C1.5 EXISTING CONDITIONS PLAN

10 C1.6 EXISTING CONDITIONS PLAN INSETS

11-15 C2.1 - C2.5 PROPOSED LAYOUT PLAN

16 C2.6 PROPOSED SWITCHBACK LAYOUT PLAN

17 C3.1 PROFILE A-A'

18 C3.2 PROFILE B-B'

19 C3.3 PROFILE C-C'

20-23 C4.1 - C4.4 DETAILS

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FINAL CONSTRUCTION DOCUMENTS

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GENERAL

1. MAINTAIN SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH

NATIONAL PARK SERVICE (NPS) AND LOCAL REQUIREMENTS.

2. MAKE NECESSARY CONSTRUCTION NOTIFICATIONS AND APPLY FOR AND OBTAIN NECESSARY PERMITS, PAY

FEES, AND POST BONDS ASSOCIATED WITH THE WORK INDICATED ON THE DRAWINGS, IN THE

SPECIFICATIONS, AND IN THE CONTRACT DOCUMENTS. DO NOT CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS, AND FIRE HYDRANTS, WITHOUT APPROPRIATE PERMITS.

3. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE

RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.

4. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE

ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, OR

OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT MATERIAL TO

AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE CONTRACTING OFFICER IMMEDIATELY

SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN.

5. DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO

ADDITIONAL COST TO OWNER.

6. MAINTAIN ACCESS FOR NATIONAL PARK SERVICE (NPS) VEHICLES AT ALL TIMES. PROVIDE A MINIMUM

2-WEEK ADVANCE NOTICE FOR ANY PARK ROAD CLOSURE REQUIREMENTS.

7. PROVIDE APPLICABLE BARRICADE/SIGNAGE FOR STAGING AREA SECURITY. KEEP MATERIALS, EQUIPMENT, ETC., ON HARD SURFACES OR MATTING OF THE DESIGNATED STAGING AREA AND WITHIN THE LIMITS OF CONSTRUCTION FOR THIS PROJECT. ADDITIONAL STORAGE/STAGING AREAS, IF NEEDED, ARE SUBJECT TO THE CONTRACTING OFFICER APPROVAL.

8. PRIOR TO ANY LAND DISTURBING ACTIVITIES, DELINEATE IN THE FIELD THE BOUNDARY OF THE STAGING

AREA, CONSTRUCTION ACCESS, AND CONSTRUCTION LIMITS SHOWN ON THIS PLAN. DURING

CONSTRUCTION, NO ACTIVITIES ARE PERMITTED TO OCCUR BEYOND THE CONSTRUCTION LIMITS.

9. PROPERLY DISPOSE OF CONSTRUCTION MATERIAL AND WASTE, INCLUDING SEDIMENTS RETAINED BY

TEMPORARY EROSION AND SEDIMENT MEASURES.

10. CONTROL WATER DURING STORM EVENTS AS NEEDED DURING CONSTRUCTION.

11. PROVIDE ALL REQUIRED RESOURCES (TEMPORARY POWER, DRINKING WATER, TOILETS). REMOVE ALL

TEMPORARY UTILITIES AT END OF PROJECT.

12. PLACE CLOSURE SIGNAGE AND CONSTRUCTION FENCING AROUND THE CONSTRUCTION AREA TO

PREVENT VISITORS FROM ENTERING AN ACTIVE CONSTRUCTION SITE.

13. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE NOT NECESSARILY

SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS ON THE DRAWINGS. THE CONTRACTOR SHALL REFER

TO THE DETAIL SHEET DIMENSIONS, MANUFACTURERS' LITERATURE, SHOP DRAWINGS AND FIELD

MEASUREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECT FEATURES.

14. CLEAR AND GRUB SHRUBS WITHIN THE LIMITS OF CONSTRUCTION AND LEGALLY DISPOSE OF THE MATERIAL

OUTSIDE THE PARK.

EXISTING CONDITIONS INFORMATION

1. THIS TOPOGRAPHIC SURVEY IS THE RESULT OF AN ON-THE-GROUND SURVEY PERFORMED BY VHB DURING

JULY OF 2018.

2. NO TITLE REPORT WAS FURNISHED, THEREFORE ALL ENCUMBRANCES UPON THE PROPERTY MAY NOT BE

SHOWN.

3. HORIZONTAL DATUM FOR THIS SURVEY IS THE VIRGINIA STATE PLANE NORTH ZONE COORDINATE GRID

SYSTEM - NAD 83 2011. THE VERTICAL DATUM FOR THIS SURVEY IS THE NAVD88 (GEOID 2013). BOTH DATUMS

BASED ON TOPNET NETWORK RTK AND CHECK USING STATIC GPS SESSIONS AND PROCESSED USING NOAA

OPUS SOLUTIONS.

DEMOLITION

1. REMOVE AND DISPOSE OF EXISTING PILES, FENCE, CABLES AND BARBED WIRE AS SHOWN ON THE PLANS

WITHIN THE LIMIT OF WORK.

2. DO NOT DAMAGE EXISTING FENCE TO REMAIN. FIX DAMAGED FENCE AT NO ADDITIONAL COST TO THE

GOVERNMENT.

3. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE

AND LOCAL REGULATIONS, ORDINANCES AND STATUTES.

G 1.

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TIMBER NOTES

1. CONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWINGS OF PILE LAYOUT FOR REVIEW AND APPROVAL

PRIOR TO BEGINNING THE WORK.

2. ALL TIMBER SHALL BE TREATED SOUTHERN PINE GRADE NO. 1.

3. MEMBER SIZE SHALL BE STANDARD "DRESSED" DIMENSIONS FOR LUMBER AS SPECIFIED BY THE SOUTHERN

PINE INSPECTION BUREAU (SPIB) 1994 GRADING RULES.

4. POST BRACING SHALL BE TRUE AND EXACT.

5. ALL CONNECTIONS AND FASTENERS SHALL BE CAPABLE OF DEVELOPING THE FULL CAPACITY OF THE

STRUCTURAL MEMBERS ACCORDING TO THE NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD

CONSTRUCTION AND NDS SUPPLEMENT.

6. ALL HARDWARE INCLUDING NUTS, BOLTS, AND WASHERS SHALL BE 316 STAINLESS STEEL, OR AS NOTED ON

THE PLANS.

7. BOLTED FASTENERS SHALL NOT BE OVER TIGHTENED. BOLT CONNECTIONS SHALL BE TIGHTENED SO THAT

ELEMENTS COME TOGETHER WITHOUT STRIPPING OUT THE WOOD IN THE PREDRILLED HOLES. THROUGH

BOLT CONNECTIONS SHALL BE TIGHTENED SO THAT WASHERS JUST START TO PRESS INTO THE WOOD

SUBSTRATE. ALL THROUGH BOLT CONNECTIONS SHALL HAVE A WASHER ON BOTH SIDES AND NUT.

TIMBER PILING

1. PILES SHALL HAVE 12" DIAMETER BUTT WITH A MINIMUM 8" DIAMETER TIP. PILES SHALL MEET THE ASTM

D-25 SPECIFICATIONS.

2. PILE DRIVING HAMMER SPECIFICATIONS SHALL BE SUBMITTED TO THE CONTRACTING OFFICER (CO) FOR

APPROVAL, PRIOR TO CONSTRUCTION.

3. PILES SHALL BE IN ONE PIECE, SPLICES WILL NOT BE ALLOWED. PILES SHALL BE INSTALLED SO AXIAL

ALIGNMENT IS WITHIN ¼ INCH PER FOOT FROM THE VERTICAL SHOWN ON THE PLANS. HORIZONTALLY, KEEP THE FINAL PILE HEAD LOCATION WITHIN 3 INCHES OF THE PLAN LOCATION LONGITUDINALLY AND

TRANSERVERSLY.

TIMBER TREATMENT

1. ALL TIMBER PILES, FENCE POSTS AND BRACING SHALL HAVE A MINIMUM RETENTION OF 2.5 LB/CF AND

SHALL BE TREATED WITH CHROMATED COPPER ARSENATE (CCA).

2. CUTS, ABRASIONS, NOTCHED MEMBERS, AND BOLT HOLES BORED AFTER PRESERVATIVE TREATMENT SHALL

BE TREATED WITH THE SAME PRESERVATIVE AS THE TYPE USED TO TREAT THE PRODUCT. WHEN FIELD

APPLICATIONS OF THE PRESERVATIVE ARE REQUIRED, THE MATERIALS SHALL BE FURNISHED, PREPARED, AND

APPLIED IN ACCORDANCE WITH AWPA STANDARD M4.

C1.1, C2.1

C1.2, C2.2

C1.3, C2.3

C1.4, C2.4

C1.5, C2.5

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CHINCOTEAGUE

NATIONAL WILDLIFE

REFUGE PARKING LOT

STATE LINE

FENCE

ATLANTIC

OCEAN

CHINCOTEAGUE BAY

SAND ROAD

~2.0 MILES

SEE PHOTO 1

SEE NOTE 1

GRAVEL ROAD

~7.2 MILES

SEE PHOTO 2

BUMPY NARROW ROAD

THROUGH WOODS

~2.8 MILES

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PHOTO 1: SAND ROAD

PHOTO 2: GRAVEL ROAD

1. FOUR WHEEL DRIVE IS HIGHLY RECOMMENDED FOR THIS

PORTION OF THE ROAD.

2. PORTION OF THE GRAVEL ROAD IS OPEN TO PUBLIC, THERE

ARE ALSO SECURITY GATES LOCATED ALONG THIS ROAD.

CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING

OFFICER REGARDING EMPLOYEE ACCESS AND DELIVERIES

MINIMUM 24 HOURS IN ADVANCE.

3. WILD HORSES MAY BE PRESENT THROUGHOUT THE ACCESS

ROAD. INTERACTION WITH THE HORSES IS PROHIBITED.

Notes

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NOTES:

1. EXISTING F150 TO REMAIN. CONNECT WITH NEW POST PR150 USING NEW BARBED WIRE

2. USE 8'+/- DISTANCE BETWEEN POSTS FROM PR 166 TO PR 174 (SEE DETAIL 3 ON SHEET

C4.1)

3. REGULAR SPACING BETWEEN POSTS TO BE 12'+/- ADJUST DISTANCE AS NEEDED. (SEE

DETAIL 1 ON SHEET C4.1)

4. MATTING REQUIRED AT ALL WET/LOW AREAS AND FROM PR150 TO PR 169.

5. SEE DETAIL 3 ON SHEET C4.3 FOR BARBED WIRE TERMINATION.

INDICATES TRAVEL

DIRECTION

CM

LIMITS OF CONSTRUCTION

LEGEND:

CONSTRUCTION MATTING

EXISTING SHRUB LINE

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NOTES:

1. REGULAR SPACING BETWEEN POSTS TO BE 12'+/- ADJUST DISTANCE AS NEEDED. (SEE

DETAIL 1 ON SHEET C4.1)

2. MATTING REQUIRED AT ALL WET/LOW AREAS AND FROM PR115 TO PR120 AND PR78 TO

85, WITH CONTRACTOR TURNAROUND INCLUDED.

LIMITS OF CONSTRUCTION

CONSTRUCTION MATTING

LEGEND:

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NOTES:

1. REGULAR SPACING BETWEEN POSTS TO BE 12'+/- ADJUST DISTANCE AS NEEDED. (SEE

DETAIL 1 ON SHEET C4.1)

2. MATTING REQUIRED AT ALL WET/LOW AREAS AND FROM PR78 TO 85, WITH CONTRACTOR

TURNAROUND INCLUDED.

LIMITS OF CONSTRUCTION

LEGEND:

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NOTES:

1. REGULAR SPACING BETWEEN POSTS TO BE 12'+/- ADJUST DISTANCE AS NEEDED. (SEE

DETAIL 1 ON SHEET C4.1)

2. TYPICAL POSTS TO BE 7.5' ABOVE GROUND LEVEL, SEE DETAILS 8 AND 9 ON SHEET C4.3.

3. MATTING REQUIRED AT ALL WET/LOW AREAS.

LIMITS OF CONSTRUCTION

LEGEND:

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NOTES:

1. REGULAR SPACING BETWEEN POSTS TO BE 12'+/- ADJUST DISTANCE AS NEEDED. (SEE

DETAIL 1 ON SHEET C4.1)

2. MATTING REQUIRED AT ALL WET/LOW AREAS.

LIMITS OF CONSTRUCTION

LEGEND:

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NOTES:

INSET # 1:

1. FOR THE SWITCH BACK USE 7 - 316 SS #9 WIRE ROPE STRANDS TWISTED WITH NO BARBS EQUALLY

SPACED AT 12". INCLUDE FENCE SECTIONS: PR77 TO PR78, PR77 TO PR79, PR79 TO PR80, PR81 TO

PR82 AND PR82 TO PR83.

INSET # 2:

2. FOR THE SWITCH BACK USE 7 - 316 SS #9 WIRE ROPE STRANDS TWISTED WITH NO BARBS EQUALLY

SPACED AT 12": PR2 TO PR3, PR3 TO PR4,PR2 TO PR5, PR5 TO PR6, PR7 TO PR8 AND PR8 TO PR9.

0+00 1+00 2+00 3+00

-10

-15

-5

-10

-15

-5

0+50 1+50 2+50

FP13 FP9FP12 FP11 FP7 FP5 FP3

FP1

FP10 FP8

FP6 FP4

FP2G1EG1W

EXISTING CONDITIONS

PROFILE A-A'

6 WIRE ROPE STRANDS

GROUND LEVEL (SAND) AT THE

TIME OF SURVEY

CHAIN LOCK

METAL HINGES

METAL GATE

EXISTING SPACERS

(VARIOUS LOCATIONS)

EMBEDMENT DEPTH

UNKNOWN

5 WIRE ROPE STRANDS 4 STRANDS

APPROXIMATE LIMIT BETWEEN

DUNE AND BEACH

P17

0+00 1+00 2+00 3+00

-10

-15

-5

-10

-15

-5

0+50 1+50 2+50

PR

FP13

PR

FP9

PR

FP12

PR

FP11

PR

FP7

PR

FP5

PR

FP3

PR

FP1

PR

FP10

PR

FP8

PR

FP6

PR

FP4

PR

FP2

PR

FP14

PR

FP15

PROPOSED CONDITIONS

PROFILE A-A'

PROPOSED 6 WIRE ROPE

STRANDS, USE 12" SPACING

BETWEEN STRANDS.

GROUND LEVEL (SAND) AT THE

TIME OF SURVEY

8' MIN (TYP),

FROM PILE PR FP1 TO PR FP15

APPROXIMATE LIMIT BETWEEN

DUNE AND BEACH

PP19

PR

FP16

PR

G1E

PR

G1W

PR1PR2

USE NEW CHAIN LOCK

USE NEW METAL HINGES

REUSE EXISTING METAL GATE

SEE DETAIL 6 ON SHEET C4.2

USE 4.5' MIN (TYP) EMBEDMENT DEPTH

FOR ALL PROPOSED PILES BETWEEN

PR FP16 AND PR 169

USE 12' SPACING BETWEEN PILES,

FROM PR FP 1 TO PR FP 16

F1F2

STAINLESS STEEL

FENCE STAY (TYP)

GATE TO BE RELOCATED

WEST OF EXISTING

CONDITIONS POSITION

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NOTES:

1. F2 AND F1: 4" X 4" SQUARE POSTS

2. G1W AND G1E: 6" X 6" SQUARE POSTS

3. FP13 TO FP9: PRESSURE TREATED 7" DIAMETER TIMBER PILES

4. FP8 TO FP2: PRESSURE TREATED 10" DIAMETER TIMBER PILES

5. FP1: PRESSURE TREATED 8" DIAMETER TIMBER PILE

NOTES:

3. PR G1W AND PR G1E: PRESSURE TREATED 8"X8" FENCE POSTS

6. PR FP16: PRESSURE TREATED 6"X6" FENCE POST

7. PR FP15 TO PR FP1: PRESSURE TREATED 10" DIAMETER TIMBER PILES

-15

-5

0+50 1+50 2+50

-20

-25

-30

-10

-15

-5

-20

-25

-30

0+00 1+00 2+00 3+00

-10

-15

-5

0+50 1+50 2+50

-20

-25

-30

-10

-15

-5

-20

-25

-30

P17

P15 P13 P16

P14 P12

P10 P8

P6 P4

P2

P11 P9

P7 P5

P3 P1

EXISTING CONDITIONS

PROFILE B-B'

MISSING PILE

6 WIRE ROPE STRANDS

BROKEN OR MISSING

STRANDS

APPROXIMATE MEAN HIGH WATER LEVEL

ELEV. 1.303

EMBEDMENT DEPTH

UNKNOWN

GROUND LEVEL (SAND) AT

THE TIME OF SURVEY

GROUND LEVEL (SAND) AT

THE TIME OF SURVEY

APPROX MEAN LOW WATER

ELEV. -2.05

FP1

PP19

PP17 PP15

PP18

PP16 PP14

PP11

PP9

PP6

PP4

PP2

PP12

PP10

PP8

PP5

PP3 PP1

PROPOSED CONDITIONS

PROFILE B-B'

APPROXIMATE MEAN

HIGH WATER

ELEV. +1.30

14' MIN DEPTH,

PILES PP19-PP9

GROUND LEVEL (SAND) AT

THE TIME OF SURVEY

APPROX MEAN HIGH WATER

ELEV. +1.30

18' MIN DEPTH,

PILES PP8-PP1

APPROX MEAN LOW WATER

ELEV. -2.05

PILE PP14 ADJACENT TO PILE PP13.

SEE INSET 3, SHEET C2.6

PILE PP7 ADJACENT TO PILE PP6.

SEE INSET 4, SHEET C2.6

SEE DETAIL 2 ON SHEET C4.2

APPROX MEAN LOW

WATER

ELEV. -2.05

PR

FP1

STAINLESS STEEL

FENCE STAY (TYP)

APPROX MEAN HIGH WATER

ELEV. +1.30

APPROX MEAN LOW WATER

ELEV. -2.05

PP13

SEE DETAIL 1 ON SHEET C4.4

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1. P19 TO P1: CCA 2.5 TREATED 10" DIAMETER PILES

2. MAINTAIN EXISTING DISTANCE BETWEEN PILES BUT REPLACE THE PILES

3. PILES PP1 TO PP12 TO BE MIN 3.5 FT ABOVE ELEVATION 0.00. CUT TOP OF THE PILES TO THE SAME ELEVATION.

4. PILES PP 13 TO PP 19 TO BE MIN 6 FT ABOVE GROUND LEVEL.

5. USE DETAIL 5 ON SHEET C4.2 FOR THE FOLLOWING PILES: PP6, PP7, PP1

6. USE DETAIL 7 ON SHEET C4.2 FOR THE FOLLOWING PILES: PP13 AND PP 14

7. USE DETAIL 11 ON SHEET 4.3 FOR PILE PP9, PP10 AND PP11

8. USE DETAIL 12 ON SHEET 4.4 FOR THE FOLLOWING PILES: PP2, PP3, PP4, PP5 AND PP8

9. USE DETAIL 13 ON SHEET 4.4 FOR THE FOLLOWING PILES: PP12, PP15, PP16, PP17, PP18 AND PP19

10. USE 8 ROPE WIRE STRANDS SPACED 12" BETWEEN PP1 AND PP9

11. USE 7 ROPE WIRE STRANDS SPACED 12" BETWEEN PP9-PP10 AND PP10-PP11

12. USE 6 WIRE ROPE STRANDS SPACED 12" BETWEEN PP11 AND PP19

NOTES:

1. EXISTING P17 TO P1: 10" DIAMETER PILES IN POOR

CONDITION

2. PILE P7 IS MISSING

NOTES:

-15

-5

-10

-15

-5

0+50 1+50 2+50

0+00 1+00 2+00 3+00

-10

-15

-5

-10

-15

-5

0+50 1+50 2+50

F148F149F151F152F155F156 F150F157F158F159F160F161F162F163F164F165F166F167F168 F153F154F169F170

EXISTING CONDITIONS

PROFILE C-C'

APPROXIMATE EDGE OF WATER

EMBEDMENT DEPTH UNKNOWN

GROUND LEVEL AT THE TIME OF SURVEY

CORNER POSTCORNER POST

EXISTING 4"X4"

POST (TYP)

EXISTING 4" DIAMETER POST WITH

ATTACHED 2"X4" EXTENSION BARBED WIRE

PR

PR

PR

PR

PR

PR

PR

PR

PR

PR165 PR164 PR163 PR162 PR

PR160 PR159 PR158 PR156 PR155 PR

PR

PR152 PR151

EXISTING

F150

PR150PR157

PROPOSED CONDITIONS

PROFILE C-C'

EXISTING

F149

EXISTING

F148

APPROXIMATE EDGE OF

WATER

FROM PR170 TO PR174

PROPOSED EMBEDMENT

DEPTH=5.5' MIN (TYP)

GROUND LEVEL AT THE

TIME OF SURVEY

PROPOSED 6"X6" POSTS (TYP) 5 BARBED WIRES

FROM PR150 TO PR169

PROPOSED EMBEDMENT

DEPTH=4.5' MIN (TYP)

FINAL CONSTRUCTION DOCUMENTS

06/27/19 S

T A

TE OF MARYLA

N

D

T

IM

OTHY J. HOG

A

N

P R

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SS I ONA L ENG

I N E

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EG I S T ERED

NO

. 4 0 94

NOTES:

1. F148 TO F155: 4"X4" PRESSURE TREATED FENCE POSTS

2. F155 TO F170: 4" DIAMETER PRESSURE TREATED FENCE POSTS WITH ATTACHED 2"X4" EXTENSION

NOTES:

1. PR150 TO PR174: PRESSURE TREATED 6"X6" FENCE POSTS

2. TYPICAL SPACING BETWEEN POSTS IS 12' . SEE DETAIL 1 ON

SHEET C4.1

3. PR166 TO PR174 FENCE SPACING 8±

S

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TE OF MARYLA

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IM

OTHY J. HOG

A

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SS I ONA L ENG

I N E

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NO

. 4 0 94

NOTES:

1. USE DETAIL 1 FOR REGULAR SPACING IN BETWEEN POSTS, FROM PR G2W TO PR 100. SEE SHEET C2.3

2. USE DETAIL 3 FOR POSTS WITH BRACING, BETWEEN PR G2W AND PR 100. SEE SHEET C2.3

3. FOR DETAIL 2, SEE SHEET C2.3

S

T A

TE OF MARYLA

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D

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IM

OTHY J. HOG

A

N

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SS I ONA L ENG

I N E

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NO

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NOTES:

1. FOR DETAIL 4 SEE SHEET C2.5.

2. FOR DETAIL 2, SEE SHEET C2.5.

3. FOR DETAIL 1, SEE SHEET C2.3.

S

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TE OF MARYLA

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T

IM

OTHY J. HOG

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P R

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SS I ONA L ENG

I N E

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EG I S T ERED

NO

. 4 0 94

PP9PP 10PP 11

06/27/19 S

T A

TE OF MARYLA

N

D

T

IM

OTHY J. HOG

A

N

P R

O F

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SS I ONA L ENG

I N E

E R

R

EG I S T ERED

NO

. 4 0 94

NOTES:

1. ALL THE WIRE ROPE CABLE SHALL BE PULLED TIGHT. NO SAG

ALLOWED