osp material summary utility note - department of...

BEGIN

PROJECT

END

PROJECT

General Notes:

UTILITY NOTE

SKYLINE TECHNOLOGY SOLUTIONS

6956-F AVIATION BOULEVARD

GLEN BURNIE, MD 21061

410-553-2600

WWW.SKYLINENET.NET

CAUTION: WORKING FIBER OPTIC CABLE TO STAY

IN SERVICE, UNTILL RELOCATED FIBER IS IN

PLACE AND SPLICED OVER. CONTRACTOR TO

WORK WITH SHA PROJECT ENGINEER AND DOIT

INSPECTOR THROUGH ENTIRETY OF PROJECT

SHA Project Manager; Kelvin Saldanha (410) 545-8045

DoIT Inspector: Ray Arnie (410) 590-2041

STATE OF MARYLAND

DEPARTMENT OF

INFORMATION TECHNOLOGY

100 COMMUNITY PLACE

CROWNSVILLE, MD 21032

OSP Material Summary

Description Quanity

Estimated Buried (1) 2" Conduit 13,600'

Estimated 96 Count Fiber14,000'

Handholes 30"x48"x36" 3

Fiber Marker(s)

10

Estimated 12 Count Fiber 900'

Splice case(s) 450-D (UG)

10

Handholes 24"x36"x36"

Splice case(s) 450-A (UG)

3

1

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C1

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COVER SHEET

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Sheet Index

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Page Number

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Description

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C1

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COVER SHEET

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C2

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LEGEND & DETAILS SHEET

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C3

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CONSTRUCTION NOTES

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1

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FIBER RELOCATION PLAN

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2. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSURE THAT ALL

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LOCAL, COUNTY, STATE AND FEDERAL PERMITS NECESSARY TO

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COMPLETE THE WORK SHOWN HEREIN HAVE BEEN OBTAINED PRIOR TO

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BEGINNING WORK.

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EXISTING UTILITIES, WHERE SHOWN HEREON, ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY LOCATING AND COORDINATING ANY ON-SITE ACTIVITY WITH ONE-CALL AND THE APPROPRIATE UTILITY COMPANY AND MAINTAINING EXISTING UTILITY SYSTEM SERVICE. ONE-CALL SHALL BE NOTIFIED AT LEAST 72 HOURS PRIOR TO START OF CONSTRUCTION, AT 1-800-257-7777. NO GUARANTEE IS IMPLIED OR INTENDED AS TO THE ACCURACY, LOCATION OR THAT ALL UTILITIES AND/OR SUBSURFACE STRUCTURES ARE SHOWN. THE CONTRACTOR SHALL VERIFY SIZE, LOCATION AND INVERTS OR UTILITIES AND STRUCTURES AS REQUIRED PRIOR TO THE START OF CONSTRUCTION.

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3. CONTRACTOR SHALL TEST PIT IN THE AREAS OF MARKED UTILITIES THAT ARE IN CONFLICT WITH THE RUNNING LINE. CONTRACTOR TO VERIFY SIZE, LOCATION AND TYPE PRIOR TO PERFORMING ANY WORK. ANY MARKED UTILITY THAT IS DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED AT NO EXPENSE OF THE OWNER OR CITY.

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5

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4. MINIMUM TRENCH DEPTH OF 48" FOR ALL BURIED FIBER OPTIC CABLE IN GREEN SPACE AND MINIMUM TRENCH DEPTH OF 60" UNDER ROADWAYS.

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6

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10

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11

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NONE

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DATUM: NAD 83/91 Horizontal

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SKYLINE REVISIONS

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Rev No

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Description

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Date

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X:\Skyline Network Engineering\Customers\DoIT\AD-Schedule & DoIT Fiber Relocations\DoIT-SHA Relocation Job Folders\District 5\Calvert\MD2-4 Dares Beach Road\Skyline Engineering\CA4135170 MD Prince Frederick Relo_v.7_Master.dwg

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SCALE

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DATE:

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CONTRACT NO.

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QUANTITY NOTES

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DESIGNED BY

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DRAWN BY

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CHECKED BY

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COUNTY

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OF

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DRAWING NO.

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DATE

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14

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-

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AA

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WJW

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CA4135170

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CALVERT

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MD 2/4 (SOLOMONS ISLAND ROAD)

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PHASE II-FOX RUN BOULEVARD TO

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02/17/14

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ENGINEERS:

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NAVD 88 Vertical

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APRIL 2016

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SOUTH OF COMMERCE LANE

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1

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05/16/16

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Update plans to SHA Final Revisions

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2

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06/15/16

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Update plans to latest microstation files from ftp site

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3

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08/29/16

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Update plans

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4

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09/15/16

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Add (2) 30"X48"X36" HH

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5

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04/24/17

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6

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06/29/17

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Update State Logo

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12

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13

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14

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THE JOB MATERIAL SUMMARY IS FOR REFERENCE PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND QUANTITIES

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1.THE BASEPLAN AND EXISTING UTILTIES SHOWN ON THIS PLAN WERE PROVIDED THE BASEPLAN AND EXISTING UTILTIES SHOWN ON THIS PLAN WERE PROVIDED BY STATE HIGHWAY ADMINISTRATION ENGINEERING DEPARTMENT, THRU WILLARD BALLARD CO. ON JANUARY 20, 2016. THEY ARE NOT WARRANTED TO BE EXACTLY LOCATED NOR IS IT WARRANTED THAT ALL UNDERGROUND UTILITIES OR OTHER STRUCTURES ARE SHOWN ON THIS PLAN.

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410-553-2600

WWW.SKYLINENET.NET








STATE OF MARYLAND

DEPARTMENT OF


100 COMMUNITY PLACE


60" MIN.

COVER

48" MIN.

COVER

BOX

COVER

2

0

K

B

O

X

L

I

D

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CONIFEROUS TREE

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DECIDUOUS TREE

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HANDICAP PARKING SPACE

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SHRUB

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SIGN

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UTILITY POLE

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WETLAND SYMBOL

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EDGE OF PAVEMENT

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EOP

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FOUND MONUMENT

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R/R CROSSING SIGNAL

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PROPERTY CORNER

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DRAIN / INLET

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GAS METER

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POWER JUNCTION BOX / PEDESTAL

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WATER VALVE

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SANITARY SEWER MANHOLE

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STORM DRAIN MANHOLE

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FIRE HYDRANT

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LUMINAIRE / STREET LIGHT

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WATER METER

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GAS VALVE

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TRAFFIC SIGNAL POLE

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WATER HANDHOLE

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EXISTING

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SIGN (DOUBLE POST)

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GAS HANDHOLE / VAULT

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AERIAL STORAGE

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DOWN GUY

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S/W ANCHOR & GUY

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ANCHOR & GUY

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ANCHOR

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TELEPHONE HANDHOLE

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REDUCE GRADE POLE GUY

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TREE LINE

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PROPERTY LINE & ROW

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RAILROAD TRACKS

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PROPOSED FIBER (ISP)

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PROPOSED DOIT HAND HOLE

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HANDHOLE

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STATE HAND HOLE

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LEVEL 3 HAND HOLE

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FENCE LINE

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PROPOSED FIBER (AERIAL)

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WATER LINE

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EASEMENT

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SEWER LINE

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ELECTRIC LINE

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GAS LINE

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TELEPHONE LINE

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PROPOSED FIBER (UNDERGROUND)

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PROPOSED

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CENTERLINE

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XX'

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SS

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W

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SD

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G

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E

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T

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DETENTION POND

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DRAINAGE LINE

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VERIZON LINE

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PROPOSED WATER LINE

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SKYLINE REVISIONS

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Rev No

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Description

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Date

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DATE:

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CONTRACT NO.

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QUANTITY NOTES

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DESIGNED BY

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DRAWN BY

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CHECKED BY

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COUNTY

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OF

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DRAWING NO.

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DATE

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14

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-

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AA

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WJW

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CA4135170

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CALVERT

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02/17/14

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ENGINEERS:

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NAVD 88 Vertical

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APRIL 2016

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1

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05/16/16

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2

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06/15/16

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3

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08/29/16

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Update plans

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4

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09/15/16

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Add (2) 30"X48"X36" HH

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5

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04/24/17

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6

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06/29/17

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Update State Logo

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C2

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LEGEND & DETAILS SHEET

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NONE

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WEIGHT

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WT

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OD

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OUTSIDE DIAMETER

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NORTH OF

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EAST OF

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E/O

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N/O

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S/O

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SOUTH OF

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WEST OF

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W/O

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S/W

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SIDEWALK

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RIGHT OF WAY

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R/W

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O/S

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ID

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FOC

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D/W

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DOC

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DEPTH OF COVER

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DRIVEWAY

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FACE OF CURB

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INNERDUCT

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OFFSET

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DG

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DOWNGUY

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PL

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PLACE

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BACK OF CURB

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B/C

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AB

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ABANDONED

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SL

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STREET LIGHT

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FDC

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FIBER DUCT IN CONCRETE

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BOW

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BACK OF SIDEWALK

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VZ

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VERIZON

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GRC

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GALVANIZED RIGID CONDUIT

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PUE

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PUBLIC UTILITY EASEMENT

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FIBER OPTIC

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F/O

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E/W

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EQUIPPED WITH

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HDG

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HOT DIPPED GALVANIZED

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SIDE CABLE ARM

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SCA

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RPL

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REPLACE

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STREET LIGHT UNPROTECTED

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SLU

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STREET LIGHT PROTECTED

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SLP

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%%UABBREVIATIONS

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SURFACE FEATURES/AERIAL UTILITIES - LINETYPES & SYMBOLS

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CABLE

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CA

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BLACK IRON PIPE

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BIP

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GALVANITED IRON PIPE

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GIP

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FIELD SIDE

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FS

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C/L

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CENTERLINE

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E/P

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EDGE OF PAVEMENT

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B/C

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BACK OF CURB

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DUCT W/O FIBER OPTIC CABLE

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COIL INTEGRITY

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CABLE RACKS AND TIE WRAP TO MAINTAIN

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100' CABLE SLACK LOOP TIE WRAP TO

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SPLICE CASE

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TYPICAL HANDHOLE/PULL BOX ENCLOSURE

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58" X 8' GROUND ROD 3-OHM TEST

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#57 STONE

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DUCT W/ FIBER OPTIC CABLE

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58" X 8' GROUND ROD 3-OHM TEST

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COIL INTEGRITY

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CABLE RACKS AND TIE WRAP TO MAINTAIN

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50' CABLE SLACK LOOP TIE WRAP TO

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GROUND ROD CLAMP

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TYPICAL HANDHOLE/PULL BOX ENCLOSURE

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CABLE RACKS

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WITH STIRRUPS

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DUCT W/O FIBER OPTIC CABLE

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#57 STONE

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DUCT W/ FIBER OPTIC CABLE

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NOTE: CAUTION - RING CUT INNERDUCT TO EXPOSE FIBER OPTIC CABLE TO ALLOW SLACK COIL TO BE PULLED INTO HANDHOLE FOR SPLICING

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NOTE: GROUND AT ALL SPLICE LOCATIONS.

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%%UTYPICAL HANDHOLE WITH COIL

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N.T.S.

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%%UTYPICAL HANDHOLE WITH SLICE BOX

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N.T.S.

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EQUAL)

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BUILDING EXTERIOR WALL

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NEOPRENE

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SEALING RING

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10' OF RMC PRIOR TO

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OZ/GENDEY CAT#

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"CSML-600P"

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WALL SEAL (OR

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ENTERING BUILDING

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EMT

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DRILL FLUSH

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W/INTERIOR

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WALL

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GROUT CORE

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CORE DRILL

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COUPLING

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%%UTYPICAL CONDUIT SEAL DETAIL

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N.T.S.

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EOP

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EDGE OF PAVEMENT

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%%UTYPICAL ROAD BORE

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N.T.S.

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%%UTYPICAL DRIVEWAY BORE

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N.T.S.

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1-2" CONDUIT

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GRASSED

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PAVED

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8" MIN. GRAVEL BASE

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L CONDUIT

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GRAVEL BORROW

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C

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C

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6" TOPSOIL

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%%UTYPICAL TRENCH DETAIL

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N.T.S.

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L CONDUIT

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TWO COURSES OF 1-1/2" BITUMINOUS PAVEMENT

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6 ML ORANGE WARNING TAPE "FIBER OPTIC CABLE"

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SAW-CUT TO STRAIGHT EVEN EDGE BEFORE PAVING

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12" MIN.

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30" MIN.

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COMPACTED PROCESSED GRAVEL, 6" MIN. ON ALL SIDES

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(1) 2" HDPE CONDUIT FOR PROPOSED FIBER

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COMPACTED BACKFILL

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1-2" CONDUIT

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EXISTING GRADE

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EXISTING GRADE

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36"

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30"

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48"

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45 3/4"

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2"

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27 3/4"

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NOTES: - TIER 22 LIDS TO BE USED FOR BACKBONE AND SHA ROW. - TIER 15 LIDS TO BE USED FOR COUNTY AND MUNICIPAL ROW.

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30"x48"x36" HAND HOLE

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N.T.S.




410-553-2600

WWW.SKYLINENET.NET








STATE OF MARYLAND

DEPARTMENT OF


100 COMMUNITY PLACE


·

·

·

·

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SKYLINE REVISIONS

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Rev No

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Description

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Date

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DATE:

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CONTRACT NO.

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QUANTITY NOTES

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DESIGNED BY

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DRAWN BY

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CHECKED BY

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COUNTY

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OF

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DRAWING NO.

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DATE

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14

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-

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AA

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WJW

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CA4135170

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CALVERT

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02/17/14

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ENGINEERS:

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NAVD 88 Vertical

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APRIL 2016

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1

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05/16/16

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2

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06/15/16

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3

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08/29/16

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Update plans

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4

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09/15/16

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Add (2) 30"X48"X36" HH

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5

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04/24/17

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6

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06/29/17

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Update State Logo

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C3

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CONSTRUCTION NOTES

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NONE

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%%uSITE CONDITIONS

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A TRAFFIC CONTROL PLAN SHALL BE PREPARED BY THE CONTRACTOR AS REQUIRED AND SUBMITTED TO EACH PERMITTING AGENCY REQUESTING SUCH PLAN FOR REVIEW AND APPROVAL OR REVISION PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY FOR THIS PROJECT. THE APPROVED PLAN SHALL BE SUBMITTED TO THE AGENCY AND A COPY OF THE PLAN SHALL BE KEPT AT THE CONSTRUCTION SITE AND MUST BE READILY AVAILABLE FOR REVIEW BY AGENCY REPRESENTATIVES.

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%%UTRAFFIC CONTROL

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THIS PROJECT WILL INVOLVE WORKING ALONG A MAJOR ARTERIAL ROAD AND HEAVY TRAFFIC VOLUME SHOULD BE ANTICIPATED.

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%%UPERMITS - FRANCHISES - EASEMENTS

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THE LOCATIONS OF EXISTING UTILITIES SHOWN IN THIS PLAN ARE APPROXIMATE. WHEN WORK IS TO BE CONDUCTED IN THE VICINITY OF KNOWN UTILITIES, THEIR ACTUAL LOCATION MUST BE FIELD VERIFIED TO AVOID CONFLICTS OR DAMAGE TO THOSE UTILITIES. VARIATION IN LOCATION BETWEEN "RECORDED POSITIONS" AND ACTUAL POSITIONS SHOULD BE ANTICIPATED.

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IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES. BURIED UTILITIES MAY EXIST IN THE AREA IN ADDITION TO THOSE SHOWN ON THE PLAN. THE CONTRACTOR SHALL CONTACT PROPERTY OWNERS WHEN WORKING WITHIN PRIVATE EASEMENTS FOR LOCATION OF UNDERGROUND TANKS, PIPELINES, DRAIN TILES, OR OTHER BURIED IMPROVEMENTS. THE CONTRACTOR SHALL ALSO NOTIFY THE UTILITY NOTIFICATION CENTER PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITIES.

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THE CONTRACTOR MUST ASSUME ALL BURIED UTILITIES ENCOUNTERED ARE ALIVE AND ACTIVE UNLESS SPECIFICALLY INSTRUCTED OTHERWISE BY THE OWNERS OR OPERATORS OF SAID UTILITIES.

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DAMAGE TO SUB-SURFACE STRUCTURES IS THE SOLE RESPONSIBILITY OF THE PLACING CONTRACTOR.

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THE CONTRACTOR SHALL PROTECT THE EXISTING TRAFFIC CONTROL LOOPS. IF EXISTING TRAFFIC CONTROL LOOPS ARE DAMAGED DURING CONSTRUCTION, THE ENTIRE LOOPWIRE FROM FROM TERMINAL TO TERMINAL SHALL BE RED IN ACCORDANCE WITH GOVERNING AGENCY STANDARDS AND REGULATIONS AT CONTRACTOR'S EXPENSE.

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REMOVAL OF EXISTING ASPHALT PAVEMENT, CONCRETE CURBS, AND CONCRETE SIDEWALKS WILL BE "NEAT LINE" WITH SAW OR PAVEMENT CUTTER, PER REQUIREMENTS AND SPECIFICATIONS OF THE AGENCY OR DEPARTMENT RESPONSIBLE FOR EACH LOCATION. IF CONCRETE PAVEMENT IS ENCOUNTERED WHILE EXCAVATING CONDUIT TRENCHES, THE CONCRETE REMOVAL WILL BE "NEAT LINE" WITH A PAVEMENT SAW.

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IF CONCRETE CURB RETURNS AND/OR SIDEWALKS ARE RED DUE TO CONDUIT OR MANHOLE INSTALLATION, THE CONTRACTOR SHALL APPROVED HANDICAPPED SIDEWALK AND CURB ACCESS RAMPS IN CONFORMANCE WITH STATE STATUTES.

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ALL MATERIALS NECESSARY FOR THE REPAIR OF STREETS, CURBS, SIDEWALKS, SANITARY SEWERS, STORM SEWERS, AND PUBLIC SERVICE UTILITIES, AND THE INSTALLATION OF SUCH MATERIALS SHALL BE IN CONFORMANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE AGENCY OR DEPARTMENT RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF THE REPAIRED FACILITY.

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ALL WORK SHALL CONFORM TO THE SPECIFICATIONS OF THE JURISDICTIONAL PERMIT AGENCY.

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ALL OPEN TRENCH WILL BE CLEARLY MARKED WITH BARRICADES OR CONES. STEEL PLATES OR OTHER TYPES OF BRIDGING SHALL BE PROVIDED TO COVER OPEN TRENCH IN THE TRAVEL PORTION OF THE STREETS. THESE PLATES OR BRIDGING SHALL BE ADEQUATE TO SUPPORT THE NORMAL VEHICLE LOADS ANTICIPATED IN THIS AREA AND SHALL BE IN DURING ALL NON-WORKING AREAS.

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ALL SURFACES TO BE RESTORED TO ORIGINAL CONDITION, AND BACKFILL TO BE COMPACTED AS SPECIFIED. TRENCH EXCAVATION IN SURFACES WHICH INCLUDE CONCRETE TREATED BASE SHALL FOLLOW LOCAL AREA SPECIFICATIONS.

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PHYSICAL WORK SHALL NOT BE STARTED UNTIL THE GOVERNING AGENCY INSPECTOR AND THE CONTRACTOR ARE IN POSSESSION OF AND HAVE CAREFULLY REVIEWED AND FULLY UNDERSTAND ALL CONDITIONS AND SPECIFICATIONS SET FORTH IN THE REQUIRED PERMITS, FRANCHISES, AND/OR EASEMENTS.

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PLACING FOREMAN TO HAVE A COPY OF THE PERMITS/EASEMENTS ON SITE AT ALL TIMES.

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ANY CONFLICT BETWEEN WORK PRINT SPECIFICATIONS AND SPECIFICATIONS SET FORTH UNDER RELATED PERMITS, FRANCHISES, AND/OR EASEMENTS MUST BE CLEARED BY PROPER COMPANY AUTHORITY BEFORE PROGRESSING WITH WORK INVOLVED.

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UNIFORM TRAFFIC FLOW SHALL BE MAINTAINED AT ALL TIMES. ONLY EQUIPMENT AND MATERIALS NECESSARY FOR IMMEDIATELY SCHEDULED OR IN PROGRESS WORK WILL BE MAINTAINED IN THE WORK AREA. ALL OTHER EQUIPMENT AND MATERIALS WILL BE "STORED OR STOCKPILED" IN SUCH A MANNER AS TO ELIMINATE HAZARDOUS CONDITIONS FOR TRAFFIC OR PEDESTRIANS DURING NON-WORKING OR SHUT DOWN PERIODS.

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TRAFFIC WARNING DEVICES AND SIGNS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (U.S. GOVERNMENT PRINTING OFFICE) AND TO THE MARYLAND STATE HIGHWAY DIVISION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. HIGH LEVEL WARNING TYPE DEVICES ARE TO BE USED AT ALL TIMES AND SPECIAL WARNING DEVICES MAY BE STIPULATED BY THE JURISDICTIONAL PERMIT AGENCY AT ANY TIME THE USE WILL ADD TO THE SAFETY AND PROTECTION OF TRAFFIC OR PEDESTRIANS IN THE CONSTRUCTION AREA.

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ALL CONDUIT TRENCHING IN PAVED AREAS SHALL BE BACKFILLED WITH CRUSHED GRAVEL OR COMPLETELY COVERED AT THE COMPLETION OF EACH WORKING DAY. ANY BACKFILLED TRENCH SHALL BE CAPPED WITH A MINIMUM LAYER OF ASPHALTIC CONCRETE COLD PATCH AT THE END OF EACH WORKING DAY.

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THE CONTRACTOR SHALL MARK THE CONDUIT TRENCH AND DEFINE HIS CONSTRUCTION AREA CLEARLY WITH BARRICADES, CONES, AND/OR OTHER VISIBLE METHODS THAT ALERT THE PUBLIC OF THE CONSTRUCTION ACTIVITY.

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THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. REPAIR OF ANY DAMAGED CONDUIT CONTAINING CABLE SHALL BE MADE BY USE OF PVC SPLIT DUCT. THE CONTRACTOR SHALL ENCLOSE THE EXISTING CABLES IN PVC.

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%%UCONDUITS

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CONDUIT WILL BE HDPE SDR11 DIRECTIONAL BORE UNLESS OTHERWISE SPECIFIED.

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CONTRACTOR SUPPLIED MATERIALS SHALL CONFORM TO THE JURISDICTIONAL PERMIT AGENCY AND OWNER SPECIFICATIONS.

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ALL CONTRACTOR SUPPLIED MATERIALS SHALL INCLUDE A CERTIFIED TEST REPORT CLEARLY STATING THAT THOSE SUPPLIED MATERIALS COMPLY WITH ANY SUCH SPECIFICATION.

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CONDUIT IN LOCATION SHOWN ON PRINTS WITH MINIMUM COVER OF 60" ON SHA ROAD CROSSINGS AND A MINIMUM OF 36" ON SHA & COUNTY RIGHT-OF-WAYS, UNLESS OTHERWISE SPECIFIED.

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TOTAL LENGTH OF TRENCH OPEN AT ANY ONE TIME TO BE KEPT TO A MINIMUM.

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%%UUTILITY SERVICES

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%%UBACKFILL

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%%ULANDSCAPING

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%%uTEMPORARY BACKFILL

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THE CONTRACTOR SHALL BE REQUIRED TO MAINTAIN NORMAL TRAFFIC MOVEMENT DURING NON-WORK PERIODS FOR ALL CONSTRUCTION ACTIVITY WITHIN THE LIMITS OF CITY STREETS BY THE USE OF STEEL PLATES (DESIGNED FOR H-2O LOADING) OR BACKFILLING THE TRENCH. IF THE CONTRACTOR ELECTS TO BACKFILL THE TRENCH HE SHALL "CAP" THE TRENCH WITH A 2: (COMPACTED MINIMUM) DEPTH OF CLASS "C" ASPHALTIC CONCRETE COLD MIX. IF THE CONTRACTOR ELECTS TO PLATE THE TRENCH THE PLATES SHALL BE PINNED AT EACH CORNER AND THE EDGES SHALL BE "RAMPED" WITH CLASS "C" ASPHALTIC CONCRETE COLD MIX TO PREVENT "WHEEL SHOCK" ON IMPACT. COLD MIX SHALL BE COMPACTED AND SMOOTH IN EITHER TYPE OF INSTALLATION. TO PREVENT SKIDDING, TRAFFIC PLATES SHALL BE TREATED WITH WELD BEADS TO PROVIDE TRACTION. WELD BEADS SHALL BE LOCATED 4" ON CENTER AND EXTEND THROUGH THE TRAVEL PORTIONS OF THE PLATES.

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BACKFILL SHALL BE D IN ACCORDANCE WITH THE SPECIFICATIONS AND REGULATIONS OF THE JURISDICTIONAL PERMIT AGENCY.

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SAND MAY BE WATER SETTLED IF THAT TYPE OF COMPACTION IS ALLOWED BY THE PERMITTING AGENCY IN EITHER PAVED OR NON-PAVED SITUATIONS. THE CONTRACTOR SHALL VERIFY THE TYPE OF COMPACTION ALLOWED PRIOR TO BEGINNING ANY BACKFILL ACTIVITY.

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BACKFILL OF CONDUIT TRENCH OR MANHOLE EXCAVATION IN NON-PAVED AREAS SHALL BE CLEAN SAND OR SILTY LOAM SOILS D IN 1'-0" LIFTS COMPACTED BY MECHANICAL VIBRATING TYPE COMPACTION EQUIPMENT TO 95% OF MAXIMUM DRY DENSITY (ASTM D698 OR AASHTO T-99) UNLESS OTHERWISE SPECIFIED.

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BACKFILL OF CONDUIT TRENCH OR MANHOLE EXCAVATION SHALL BE 3/4" - 0 CRUSHED ROCK D IN 6" LIFTS AND COMPACTED WITH MECHANICAL VIBRATING TYPE COMPACTION EQUIPMENT TO 95% OF MAXIMUM DRY DENSITY (ASTM D-1550 OR AASHTO T-180) UNDER ALL PAVED SURFACES UNLESS OTHERWISE SPECIFIED.

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LANDSCAPE AREAS SERVED BY IRRIGATION SYSTEMS SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION BY THE UTILIZATION OF TEMPORARY SOURCES OF IRRIGATION WATER OR BY MAKING TEMPORARY REPAIRS TO THE DAMAGED SYSTEM TO ALLOW ITS SATISFACTORY OPERATION.

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ANY UTILITY DAMAGED BY CONSTRUCTION ACTIVITY SHALL BE RETURNED TO FULL SERVICE IMMEDIATELY AND ANY COST OR EXPENSE CONSIDERED TO BE LOST BY THE UTILITY USER SHALL BE THE CONTRACTOR'S RESPONSIBILITY.

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EXCAVATION IN LAWN AREAS SHALL BE "NEAT LINED" WITH A SOD CUTTER TO ENSURE A SMOOTH MATCH LINE FOR REPAIR WITH APPROVED SOD.

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TREES AND SHRUBS TO BE D AS SIGHT SCREENING OR TO RE TREES AND SHRUBS REMOVED FOR CONSTRUCTION SHALL MEET AMERICAN NURSERYMAN'S ASSOCIATION STANDARDS FOR QUALITY AND SIZE. REMENT TREES AND SHRUBS SHALL SATISFY THE PROPERTY OWNER AS TO SIZE AND QUALITY.

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TREE AND SHRUB TRIMMING SHALL BE DONE BY A LICENSED LANDSCAPER AND SHALL CONFORM TO THE STANDARDS OF THE AMERICAN NURSERYMAN'S ASSOCIATION.

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TREES AND SHRUBS TO BE D, TRIMMED, OR REMOVED SHALL BE IDENTIFIED PRIOR TO ALL SUCH ACTIVITY TO VERIFY THE NECESSITY OF SAID ACTION AND THE METHOD OF DEALING WITH THEM.

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%%UAERIAL NOTES

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AERIAL CONSTRUCTION AND FIBER MENT TO BE PERFORMED TO ACCEPTABLE INDUSTRY STANDARDS. ALL HEIGHTS OF D CABLE WILL BE RECORDED IN THE AS-BUILDS. 1/4-INCH 6.6M EHS GALVANIZED STRAND WILL BE USED WITH THE APPROPRIATE HARDWARE, UNLESS OTHERWISE SPECIFIED 3-INCH FLANGED GALVANIZED RISER GUARD WILL BE USED WITH THE APPROPRIATE HARDWARE. ALL FIBER OPTIC CABLES WILL BE DOUBLE LASHED. STAINLESS STEEL LASHING WIRE, 0.045-INCH DIAMETER WILL BE USED WITH THE APPROPRIATE HARDWARE.

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IN DEVELOPED (PROFESSIONALLY) LANDSCAPED AREAS, NO WORK SHALL BE DONE WITHOUT THE OWNER'S WRITTEN PERMISSION OR AUTHORIZATION.

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PRIVATE IRRIGATION SYSTEMS ARE OCCASIONALLY LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY OF ADJACENT STREET AREAS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THEIR OPERATION AND REPAIR IF DAMAGE OCCURS DURING HIS CONSTRUCTION ACTIVITY. PRIVATE IRRIGATION SYSTEMS LOCATED ON PRIVATE PROPERTY DAMAGED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY TO THE OWNER'S SATISFACTION AT NO COST TO THE OWNER.

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SOD USED TO REPAIR EXISTING LAWN AREA SHALL BE OF A BLEND THAT WILL MATCH THE ADJACENT UNDISTURBED LAWN AREA FOR BOTH COLOR AND TEXTURE.

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ALL LAWN RESTORATION SHALL BE DONE BY USING SOD D TO THE GROWER/SUPPLIERS SPECIFICATIONS AND ADJACENT PROPERTY OWNER'S SPECIFICATIONS.

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NOTE: 'TASK ORDER CONTRACTOR TO ADHERE TO MARYLAND STATE HIGHWAY ADMINISTRATION'S STANDARDS SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS (GRAY BOOK) DATED JULY 2008'.

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%%UPRE-CONSTRUCTION MEETING

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THE CONTRACTOR WILL PROOF ALL CONDUITS UTILIZING A 1.75 INCH DIAMETER AND 4" LONG MANDREL. THE CONTRACTOR SHALL FURNISH AND INSTALL (1) 14 GAUGETRACER WIRE, AND FURNISH AND INSTALL (1) 1250LB. MULE TAPE IN THE CONDUIT.

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THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING A PRE-CONSTRUCTION MEETING WITH DOIT INSPECTOR PRIOR TO CONSTRUCTION COMMENCING.

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THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING DoIT WITH A HARD COPY OF THE AS-BUILT REDLINES DRAWING AND/OR A SOFT COPY OF THE AS-BUILT DRAWING IN A PDF FORMAT. AS-BUILT REDLINE DRAWING FOR UNDERGROUND CONSTRUCTION SHALL INCLUDE OFFSETS AND DEPTHS OF ALL CONDUIT EVERY 50 FEET INCLUDING BUT NOT LIMITED TO THE DEPTHS AT ROADWAY CROSSINGS. AS-BUILT REDLINE DRAWING FOR UNDERGROUND CONSTRUCTION SHALL INCLUDE FIBER SEQUENTIAL NUMBERS IN AND OUT AT EACH HANDHOLE LOCATION AND END NUMBER AT TERM PANEL. AS-BUILT REDLINE DRAWING FOR AREAIL CONSTRUCTION SHALL INCLUDE FIBER SEQUENTIAL NUMBERS AT EACH UTILITY POLE AND IN AND OUT AT EACH AERIAL SLACK LOOP DELIVERY DATE OF AS-BUILT REDLINES DRAWINGS SHALL NO LATER THAN ONE WEEK AFTER CONSTRUCTION IS COMPLETED.

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%%UAS-BUILT REDLINES AND SEQUENTIALS

FO

X R

UN

BLV

D.

SOLOMONS ISLAND ROAD

NEW SPLICE POINT

859'

FO

X R

UN

BLV

D.

PLACEMENT OF THIS DoIT CONDUIT

TO BE COORDINATED WITH SHA

GENERAL CONTRACTOR

V




410-553-2600

WWW.SKYLINENET.NET








STATE OF MARYLAND

DEPARTMENT OF


100 COMMUNITY PLACE


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TIE-IN REMOVE EXISTING 24"X36"X36" HH AND REPLACED WITH 30"X48"X36" HH LEAVE 100' SLACK EACH FIBER PULL BACK EXISTING CONDUIT INTO HH (FOR FUTURE SHA PROJECT "STOCKLEY ROAD-PHASE 3")

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DoIT PROPOSED FIBER OPTIC CABLE PLACE (2) NEW-2" HDPE CONDUIT EACH W/ (1) 96 COUNT FIBER CABLE DoIT & MDBC & 14 GA TRACER WIRE- (DIRECTIONAL BORE)

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GENERAL CONTRACTOR

PLACEMENT OF THIS DoIT CONDUIT TO BE

COORDINATED WITH SHA GENERAL CONTRACTOR

EXISTING WATERLINE TO REMAIN IN SERVICE

DEPTH TO BE FIELD VERIFIED PRIOR TO

PLACEMENT OF DoIT CONDUIT




410-553-2600

WWW.SKYLINENET.NET








STATE OF MARYLAND

DEPARTMENT OF


100 COMMUNITY PLACE


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SOLOMONS ISLAND ROADSOLOMONS ISLAND ROAD

V

780'




410-553-2600

WWW.SKYLINENET.NET








STATE OF MARYLAND

DEPARTMENT OF


100 COMMUNITY PLACE


MA

TCH

LIN

E S

TA 1

10+

50 -

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SH

EE

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TCH

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14

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-

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WJW

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CA4135170

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CALVERT

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02/17/14

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NAVD 88 Vertical

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APRIL 2016

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1

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05/16/16

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2

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06/15/16

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3

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4

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09/15/16

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Add (2) 30"X48"X36" HH

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5

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04/24/17

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6

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06/29/17

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Update State Logo

SOLOMONS ISLAND ROADST

EE

PLE

CH

ASE

DR

IVE

V

940'

PLACEMENT OF THIS DoIT CONDUIT TO BE

COORDINATED WITH SHA GENERAL CONTRACTOR

EXISTING WATERLINE TO REMAIN IN SERVICE

DEPTH TO BE FIELD VERIFIED PRIOR TO

PLACEMENT OF DoIT CONDUIT




410-553-2600

WWW.SKYLINENET.NET








STATE OF MARYLAND

DEPARTMENT OF


100 COMMUNITY PLACE


MA

TCH

LIN

E S

TA 1

15+

00 -

SEE

SH

EE

T 5

MA

TCH

LIN

E S

TA 1

10+

50 -

SEE

SH

EE

T 3


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PRIVATE

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CA4135170

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NAVD 88 Vertical

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05/16/16

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2

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3

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Update plans

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4

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09/15/16

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Add (2) 30"X48"X36" HH

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5

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04/24/17

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6

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06/29/17

AutoCAD SHX Text

Update State Logo





410-553-2600

WWW.SKYLINENET.NET








STATE OF MARYLAND

DEPARTMENT OF


100 COMMUNITY PLACE


MA

TCH

LIN

E S

TA 1

19+

50 -

SEE

SH

EE

T 6

MA

TCH

LIN

E S

TA 1

15+

00 -

SEE

SH

EE

T 4


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LOCATED BY AB

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CALVERT COUNTY 10"

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STATE OF MD. DOIT

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3145

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=143.53'

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=142.92'

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=143.44'

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=142.97'

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3

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4

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5

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04/24/17

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AutoCAD SHX Text

6

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06/29/17

AutoCAD SHX Text

Update State Logo


V

500'




410-553-2600

WWW.SKYLINENET.NET








STATE OF MARYLAND

DEPARTMENT OF


100 COMMUNITY PLACE


MA

TCH

LIN

E S

TA 1

24+

00 -

SEE

SH

EE

T 7

MA

TCH

LIN

E S

TA 1

19+

50 -

SEE

SH

EE

T 5


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WG 8" PLASTIC

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VERIZON

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WG 2" PLASTIC

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VERIZON

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COMCAST

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LOCATED BY CALVERT COUNTY

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CALVERT COUNTY 10"

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CALVERT COUNTY 8" ABAND

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@ SIGN

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EOI

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114

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2

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3

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4

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Add (2) 30"X48"X36" HH

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5

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04/24/17

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6

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06/29/17

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Update State Logo


W D

AR

ES

BE

AC

H R

D

NEW SPLICE POINT

V

V

V

V

180'

573'

DA

RE

S B

EA

CH

RO

AD

V

4

8

5

'




410-553-2600

WWW.SKYLINENET.NET








STATE OF MARYLAND

DEPARTMENT OF


100 COMMUNITY PLACE


MA

TCH

LIN

E S

TA 1

28+

50 -

SEE

SH

EE

T 8

MA

TCH

LIN

E S

TA 1

24+

50 -

SEE

SH

EE

T 6

MATCHLINE STA 14+00 - SEE SHEET 13

MATCHLINE STA 17+00 - SEE SHEET 14


DETAIL1"=5'

7

'

±V

V

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CALVERT COUNTY 12"

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CALVERT COUNTY 12"

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WG 8" PLASTIC

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WG 8" PLASTIC

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IN 12" STEEL CASING

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WG 8" PLASTIC

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IN 12" STEEL CASING

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WG 6" PLASTIC

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WG 8" PLASTIC

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WG 8" PLASTIC

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COMCAST ABAND

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TO GAS PUMPS

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ABANDONED LP BASE NO LIGHT

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OUTLET

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CALVERT COUNTY 12"

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CALVERT COUNTY 8" ABAND

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STATE OF MD. DOIT

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UTIL

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TEL

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HBX

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HBX

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SS

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SS

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W

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W

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SS

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SS

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SS

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SS

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W

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36"RCP

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36"RCP

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36"RCP

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24"RCP

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48"RCP

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24"RCP

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15"RCP

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36"RCP

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36"RCP

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36"RCP

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18" RCP

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6" PVC

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225+00

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226+00

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227+00

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228+00

AutoCAD SHX Text

+50

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+50

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+50

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+50

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324+00

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325+00

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326+00

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327+00

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328+00

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+50

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+50

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+50

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+50

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+50

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15+00

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16+00

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17+00

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+50

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+50

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+50

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+50

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324+00

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224+00

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+50

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+50

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14+00

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+50

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TEMPORARY EASEMENT

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AutoCAD SHX Text

TCE

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TCE

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TCE

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TCE

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TCE

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TCE

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TCE

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TCE

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TCE

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TCE

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TCE

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STA 14+50 INSTALL PROPOSED 24"x36"x36" HH AND TIE TO EXISTING 2" DoIT CONDUIT LEAVE 10O' SLACK

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DoIT PROPOSED FIBER OPTIC CABLE PLACE (1)-2" HDPE CONDUIT W/ (1) 12 COUNT FIBER CABLE & 14 GA TRACER WIRE- (DIRECTIONAL BORE)

AutoCAD SHX Text


AutoCAD SHX Text

STA 227+93 INSTALL PROPOSED 24"x36"x36" HH LEAVE 5O' SLACK EACH FIBER

AutoCAD SHX Text

DoIT PROPOSED FIBER OPTIC CABLE PLACE (2) NEW-2" HDPE CONDUIT EACH W/ (1) 96 COUNT FIBER CABLE DoIT & MDBC AND PLACE (1)-2" HDPE CONDUIT W/ (1) 12 COUNT FIBER CABLE DoIT & 14 GA TRACER WIRE & 14 GA TRACER WIRE- (DIRECTIONAL BORE)

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

7

AutoCAD SHX Text


AutoCAD SHX Text

1" = 20'

AutoCAD SHX Text

40

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20

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10

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0

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FEET

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1"=20'

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SKYLINE REVISIONS

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Rev No

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Description

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SCALE

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DATE:

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CONTRACT NO.

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QUANTITY NOTES

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DESIGNED BY

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DRAWN BY

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CHECKED BY

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COUNTY

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OF

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DRAWING NO.

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DATE

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14

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-

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AA

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WJW

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CA4135170

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CALVERT

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AutoCAD SHX Text


AutoCAD SHX Text

02/17/14

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ENGINEERS:

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NAVD 88 Vertical

AutoCAD SHX Text


AutoCAD SHX Text

APRIL 2016

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AutoCAD SHX Text

1

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05/16/16

AutoCAD SHX Text


AutoCAD SHX Text

2

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06/15/16

AutoCAD SHX Text


AutoCAD SHX Text

3

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08/29/16

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Update plans

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4

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09/15/16

AutoCAD SHX Text

Add (2) 30"X48"X36" HH

AutoCAD SHX Text

5

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04/24/17

AutoCAD SHX Text


AutoCAD SHX Text

6

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06/29/17

AutoCAD SHX Text

Update State Logo

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REMOVE 30"x48"x36" HH AND PLACE PROPOSED 24"x36"X36" HH BEHIND SIDEWALK LEAVE 100' SLACK

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EXISTING 30"x48"x36" HH (TO BE REMOVED)

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R/W

AutoCAD SHX Text

R/W


5

7

3

'




410-553-2600

WWW.SKYLINENET.NET








STATE OF MARYLAND

DEPARTMENT OF


100 COMMUNITY PLACE


MA

TCH

LINE

STA 128+

50 - SEE

SHE

ET 7

MA

TCH

LIN

E S

TA 1

32+

00 -

SEE

SH

EE

T 9


AutoCAD SHX Text

JB

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JB

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INV

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SD

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JB

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JB

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INV

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SD

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JB

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JB

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INV

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SD

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INV

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INV

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INV

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SD

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INV

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INV

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INV

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INV

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INV

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G

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HBX

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CALVERT COUNTY 12"

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WG 8" PLASTIC

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WG 4" PLASTIC

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SMECO

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SMECO

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SMECO

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SMECO

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PRIVATE

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CALVERT COUNTY 12"

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STATE OF MD. DOIT

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W

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HBX

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SS

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HBX

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E.M.

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G

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HBX

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18"RCP

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18"RCP

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18"RCP

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18"RCP

AutoCAD SHX Text

500+00

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+50

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229+00

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230+00

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231+00

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232+00

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+50

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+50

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329+00

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330+00

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331+00

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332+00

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+50

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+50

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+50

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+50

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+50

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+50

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332+00

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TEMPORARY EASEMENT

AutoCAD SHX Text

TCE

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TCE

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AutoCAD SHX Text


AutoCAD SHX Text

8

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AutoCAD SHX Text

1" = 20'

AutoCAD SHX Text

40

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20

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10

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0

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FEET

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1"=20'

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SKYLINE REVISIONS

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Rev No

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Description

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Date

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SCALE

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DATE:

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CONTRACT NO.

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QUANTITY NOTES

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DESIGNED BY

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DRAWN BY

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CHECKED BY

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COUNTY

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OF

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DRAWING NO.

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DATE

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14

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-

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AA

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WJW

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CA4135170

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CALVERT

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AutoCAD SHX Text

02/17/14

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ENGINEERS:

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NAVD 88 Vertical

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AutoCAD SHX Text

APRIL 2016

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AutoCAD SHX Text

1

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05/16/16

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AutoCAD SHX Text

2

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06/15/16

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AutoCAD SHX Text

3

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08/29/16

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Update plans

AutoCAD SHX Text

4

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09/15/16

AutoCAD SHX Text

Add (2) 30"X48"X36" HH

AutoCAD SHX Text

5

AutoCAD SHX Text

04/24/17

AutoCAD SHX Text


AutoCAD SHX Text

6

AutoCAD SHX Text

06/29/17

AutoCAD SHX Text

Update State Logo

MD RTE. 765


V

V

74'

552'




410-553-2600

WWW.SKYLINENET.NET








STATE OF MARYLAND

DEPARTMENT OF


100 COMMUNITY PLACE


MA

TCH

LIN

E S

TA 1

36+

50 -

SEE

SH

EE

T 10M

ATC

HLIN

E STA

132+00 - SE

E SH

EE

T 8


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SS

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INV

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INV

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INV

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INV

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JB

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JB

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INV

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INV

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INV

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INV

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JB

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INV

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INV

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INV

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SD

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INV

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INV

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INV

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JB

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JB

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INV

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INV

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INV

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INV

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JB

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INV

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INV

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INV

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SD

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INV

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INV

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INV

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JB

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JB

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INV

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INV

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INV

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INV

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JB

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INV

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INV

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INV

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SD

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INV

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INV

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INV

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INV

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SS

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JB

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INV

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INV

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INV

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INV

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INV

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INV

AutoCAD SHX Text

INV

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INV

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INV

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INV

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INV

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TEL

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W

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VENT

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SS

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SS

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SS

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L

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A

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O

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U

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N

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T

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E

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C

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G

AutoCAD SHX Text

HBX

AutoCAD SHX Text

WG 4" PLASTIC

AutoCAD SHX Text

PIPE EXPOSED SSMH SIX FEET ABOVE GROUND BOLTED SHUT

AutoCAD SHX Text

PRIVATE

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ABAND

AutoCAD SHX Text

VERIZON

AutoCAD SHX Text

VERIZON

AutoCAD SHX Text

SMECO

AutoCAD SHX Text

SMECO

AutoCAD SHX Text

VERIZON ABAND

AutoCAD SHX Text

CALVERT COUNTY 8"

AutoCAD SHX Text

LOCATED BY AB

AutoCAD SHX Text

VERIZON

AutoCAD SHX Text

VERIZON

AutoCAD SHX Text

PRIVATE

AutoCAD SHX Text

CALVERT COUNTY 12"

AutoCAD SHX Text

CALVERT COUNTY 8"

AutoCAD SHX Text

CALVERT COUNTY 6"

AutoCAD SHX Text

EOI

AutoCAD SHX Text

3343

AutoCAD SHX Text

=110.55'

AutoCAD SHX Text

EOI

AutoCAD SHX Text

EOI

AutoCAD SHX Text

MISS UTILITY

AutoCAD SHX Text

3122

AutoCAD SHX Text

EOI

AutoCAD SHX Text

EOI

AutoCAD SHX Text

EOI

AutoCAD SHX Text

MISS UTILITY

AutoCAD SHX Text

MISS UTILITY

AutoCAD SHX Text

=110.55'

AutoCAD SHX Text

EOI

AutoCAD SHX Text

W.M.

AutoCAD SHX Text

W

AutoCAD SHX Text

TEL

AutoCAD SHX Text

TEL

AutoCAD SHX Text

HBX

AutoCAD SHX Text

W

AutoCAD SHX Text

HBX

AutoCAD SHX Text

HBX

AutoCAD SHX Text

TEL

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G

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SS

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SS

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L

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A

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O

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U

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N

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T

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E

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C

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SS

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SS

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SS

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SS

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L

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A

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O

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U

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N

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T

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E

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C

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TEL

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HBX

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HBX

AutoCAD SHX Text

HBX

AutoCAD SHX Text

48"RCP

AutoCAD SHX Text

18"RCP

AutoCAD SHX Text

18"RCP

AutoCAD SHX Text

18"RCP

AutoCAD SHX Text

24"RCP

AutoCAD SHX Text

18"RCP

AutoCAD SHX Text

18"RCP

AutoCAD SHX Text

18"RCP

AutoCAD SHX Text

18"RCP

AutoCAD SHX Text

18"RCP

AutoCAD SHX Text

EX. 15"RCP

AutoCAD SHX Text

EX. 15"RCP

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

50+00

AutoCAD SHX Text

501+00

AutoCAD SHX Text

502+00

AutoCAD SHX Text

+50

AutoCAD SHX Text

+50

AutoCAD SHX Text

232+00

AutoCAD SHX Text

233+00

AutoCAD SHX Text

234+00

AutoCAD SHX Text

235+00

AutoCAD SHX Text

236+00

AutoCAD SHX Text

+50

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+50

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+50

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+50

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+50

AutoCAD SHX Text

332+00

AutoCAD SHX Text

333+00

AutoCAD SHX Text

334+00

AutoCAD SHX Text

335+00

AutoCAD SHX Text

336+00

AutoCAD SHX Text

+50

AutoCAD SHX Text

+50

AutoCAD SHX Text

+50

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+50

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+50

AutoCAD SHX Text

1104+00

AutoCAD SHX Text

1106+00

AutoCAD SHX Text

+50

AutoCAD SHX Text

+50

AutoCAD SHX Text

332+00

AutoCAD SHX Text

505+00

AutoCAD SHX Text

+50

AutoCAD SHX Text

504+00

AutoCAD SHX Text

1105+00

AutoCAD SHX Text

50

AutoCAD SHX Text

503+00

AutoCAD SHX Text

+50

AutoCAD SHX Text

+50

AutoCAD SHX Text

505+00

AutoCAD SHX Text

TCE

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TCE

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TCE

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TCE

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TCE

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TCE

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

9

AutoCAD SHX Text


AutoCAD SHX Text

1" = 20'

AutoCAD SHX Text

40

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20

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10

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0

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FEET

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1"=20'

AutoCAD SHX Text


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SKYLINE REVISIONS

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Rev No

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Description

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Date

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SCALE

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DATE:

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CONTRACT NO.

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QUANTITY NOTES

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DESIGNED BY

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DRAWN BY

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CHECKED BY

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COUNTY

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OF

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DRAWING NO.

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DATE

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14

AutoCAD SHX Text

-

AutoCAD SHX Text

AA

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WJW

AutoCAD SHX Text

CA4135170

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CALVERT

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AutoCAD SHX Text


AutoCAD SHX Text

02/17/14

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ENGINEERS:

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NAVD 88 Vertical

AutoCAD SHX Text


AutoCAD SHX Text

APRIL 2016

AutoCAD SHX Text


AutoCAD SHX Text

1

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05/16/16

AutoCAD SHX Text


AutoCAD SHX Text

2

AutoCAD SHX Text

06/15/16

AutoCAD SHX Text


AutoCAD SHX Text

3

AutoCAD SHX Text

08/29/16

AutoCAD SHX Text

Update plans

AutoCAD SHX Text

4

AutoCAD SHX Text

09/15/16

AutoCAD SHX Text

Add (2) 30"X48"X36" HH

AutoCAD SHX Text

5

AutoCAD SHX Text

04/24/17

AutoCAD SHX Text


AutoCAD SHX Text

6

AutoCAD SHX Text

06/29/17

AutoCAD SHX Text

Update State Logo


V

1060'




410-553-2600

WWW.SKYLINENET.NET








STATE OF MARYLAND

DEPARTMENT OF


100 COMMUNITY PLACE


MA

TCH

LIN

E S

TA 1

36+

50 -

SEE

SH

EE

T 9

MA

TCH

LIN

E S

TA 1

40+

50 -

SEE

SH

EE

T 11


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INV

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INV

AutoCAD SHX Text

SD

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INV

AutoCAD SHX Text

INV

AutoCAD SHX Text

INV

AutoCAD SHX Text

INV

AutoCAD SHX Text

INV

AutoCAD SHX Text

INV

AutoCAD SHX Text

JB

AutoCAD SHX Text

JB

AutoCAD SHX Text

INV

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INV

AutoCAD SHX Text

JB

AutoCAD SHX Text

JB

AutoCAD SHX Text

INV

AutoCAD SHX Text

INV

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JB

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JB

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SD

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INV

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INV

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INV

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GROUND LIGHT

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GROUND LIGHT

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GROUND LIGHT

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PRIVATE

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VERIZON ABAND

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PRIVATE

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STATE OF MD. DOIT

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EOI

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EOI

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TEL

AutoCAD SHX Text

W.M.

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HBX

AutoCAD SHX Text

HBX

AutoCAD SHX Text

INV=88.47'

AutoCAD SHX Text

W

AutoCAD SHX Text

WM

AutoCAD SHX Text

36"RCP

AutoCAD SHX Text

18"RCP

AutoCAD SHX Text

18"RCP

AutoCAD SHX Text

18"RCP

AutoCAD SHX Text

18"RCP

AutoCAD SHX Text

18"RCP

AutoCAD SHX Text

18"RCP

AutoCAD SHX Text

18"RCP

AutoCAD SHX Text

18"RCP

AutoCAD SHX Text

18"RCP

AutoCAD SHX Text

EX. 36"RCP

AutoCAD SHX Text

EX. 36"RCP

AutoCAD SHX Text

18"RCP

AutoCAD SHX Text

50+00

AutoCAD SHX Text

51+00

AutoCAD SHX Text

52+00

AutoCAD SHX Text

53+00

AutoCAD SHX Text

+50

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+50

AutoCAD SHX Text

+50

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+50

AutoCAD SHX Text

237+00

AutoCAD SHX Text

238+00

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239+00

AutoCAD SHX Text

240+00

AutoCAD SHX Text

+50

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+50

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+50

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+50

AutoCAD SHX Text

337+00

AutoCAD SHX Text

338+00

AutoCAD SHX Text

339+00

AutoCAD SHX Text

340+00

AutoCAD SHX Text

+50

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+50

AutoCAD SHX Text

+50

AutoCAD SHX Text

+50

AutoCAD SHX Text

+50

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340+00

AutoCAD SHX Text

TCE

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TCE

AutoCAD SHX Text

TCE

AutoCAD SHX Text

TCE

AutoCAD SHX Text

TCE

AutoCAD SHX Text

TCE

AutoCAD SHX Text

BIORETENTION BR 18-1

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

10

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AutoCAD SHX Text

1" = 20'

AutoCAD SHX Text

40

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20

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10

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0

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FEET

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1"=20'

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SKYLINE REVISIONS

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Rev No

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Description

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Date

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SCALE

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DATE:

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CONTRACT NO.

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QUANTITY NOTES

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DESIGNED BY

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DRAWN BY

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CHECKED BY

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COUNTY

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OF

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DRAWING NO.

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DATE

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14

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-

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AA

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WJW

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CA4135170

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CALVERT

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AutoCAD SHX Text


AutoCAD SHX Text

02/17/14

AutoCAD SHX Text

ENGINEERS:

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NAVD 88 Vertical

AutoCAD SHX Text


AutoCAD SHX Text

APRIL 2016

AutoCAD SHX Text


AutoCAD SHX Text

1

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05/16/16

AutoCAD SHX Text


AutoCAD SHX Text

2

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06/15/16

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AutoCAD SHX Text

3

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08/29/16

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Update plans

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4

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09/15/16

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Add (2) 30"X48"X36" HH

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5

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04/24/17

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6

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06/29/17

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Update State Logo






410-553-2600

WWW.SKYLINENET.NET








STATE OF MARYLAND

DEPARTMENT OF


100 COMMUNITY PLACE


MA

TCH

LIN

E S

TA 1

45+

00 -

SEE

SH

EE

T 12

MA

TCH

LIN

E S

TA 1

40+

50 -

SEE

SH

EE

T 10


CO

MM

ER

CE

LA

NE

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=114.09'

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WG 8" PLASTIC

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CALVERT COUNTY 8"

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CALVERT COUNTY 12"

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NO CONN

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GROUND LIGHT

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GROUND LIGHT

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PRIVATE

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PRIVATE

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UNKNOWN

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EOI

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BIORETENTION BR 18-1

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11

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1" = 20'

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40

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20

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NAVD 88 Vertical

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APRIL 2016

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1

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05/16/16

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2

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06/15/16

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3

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08/29/16

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Update plans

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4

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09/15/16

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Add (2) 30"X48"X36" HH

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5

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04/24/17

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AutoCAD SHX Text

6

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06/29/17

AutoCAD SHX Text

Update State Logo


NEW SPLICE POINT

V




410-553-2600

WWW.SKYLINENET.NET








STATE OF MARYLAND

DEPARTMENT OF


100 COMMUNITY PLACE


MA

TCH

LIN

E S

TA 1

45+

00 -

SEE

SH

EE

T 11


LIMIT OF WORK

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SS

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VERIZON

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EOI ABAND CENTER CABLE

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WG 2" PLASTIC

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CALVERT COUNTY 8"

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CALVERT COUNTY 12"

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COMCAST

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VERIZON

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SMECO

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SMECO

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PRIVATE

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CALVERT COUNTY ABAND

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LOCATED BY AB

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CALVERT COUNTY 6"

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EOI

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EOI

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SS

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15"RCP

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245+00

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TIE-IN REMOVE EXISTING 24"X36"X36" HH AND REPLACED WITH 30"X48"X36" HH LEAVE 50' SLACK EACH FIBER PULL BACK EXISTING CONDUIT INTO HH

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12

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1" = 20'

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40

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AA

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WJW

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CA4135170

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CALVERT

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02/17/14

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ENGINEERS:

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NAVD 88 Vertical

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APRIL 2016

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1

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05/16/16

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2

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06/15/16

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3

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08/29/16

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Update plans

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4

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09/15/16

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Add (2) 30"X48"X36" HH

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5

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04/24/17

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AutoCAD SHX Text

6

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06/29/17

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Update State Logo

W. DARES BEACH RD




410-553-2600

WWW.SKYLINENET.NET








STATE OF MARYLAND

DEPARTMENT OF


100 COMMUNITY PLACE


MA

TCH

LINE

STA 14+

00 - SEE

SHE

ET 7

THERE IS NO PROPOSED RELOCATED

FIBER OPTIC CABLE ON THIS SHEET


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W

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W

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HBX

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CALVERT COUNTY 12"

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CALVERT COUNTY 8"

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SMECO

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PRIVATE

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PRIVATE

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VERIZON

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SMECO

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LOCATED BY AB

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CALVERT COUNTY ABAND

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LP ABANDONED BASE NO LIGHT

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LOCATED BY AB

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STATE OF MD. DOIT

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EOI

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EOI

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W

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10+00

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11+00

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14+00

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EXISITNG 2" DoIT CONDUIT W/ EXISTING (1) 96 COUNT FIBER CABLE TO BE INTERCEPTED

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CA4135170

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CALVERT

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02/17/14

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NAVD 88 Vertical

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APRIL 2016

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1

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05/16/16

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2

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06/15/16

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3

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08/29/16

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Add (2) 30"X48"X36" HH

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5

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04/24/17

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6

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06/29/17

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Update State Logo

60'

NEW SPLICE POINT

V

V

583'

DARES BEACH ROAD



GENERAL CONTRACTOR




410-553-2600

WWW.SKYLINENET.NET








STATE OF MARYLAND

DEPARTMENT OF


100 COMMUNITY PLACE


MA

TCH

LINE

STA 17+

00 - SEE

SHE

ET 7


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TEL

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JB

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WG 6" PLASTIC

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CALVERT COUNTY 12"

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STATE OF MD. DOIT

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HBX

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G

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G

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17+00

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21+00

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TIE-IN STA 21+12 REMOVE EXISTING 24"X36"X36" HH AND REPLACED WITH 30"X48"X36" HH LEAVE 50' SLACK EACH FIBER PULL BACK EXISTING CONDUIT INTO HH

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DoIT PROPOSED FIBER OPTIC CABLE PLACE (2) NEW-2" HDPE CONDUIT EACH W/ (1) 96 COUNT FIBER CABLE DoIT & MDBC AND PLACE (1)-2" HDPE CONDUIT W/ (1) 12 COUNT FIBER CABLE DoIT & 14 GA TRACER WIRE & 14 GA TRACER WIRE- (DIRECTIONAL BORE)

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14

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1" = 20'

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40

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0

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CALVERT

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02/17/14

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ENGINEERS:

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NAVD 88 Vertical

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APRIL 2016

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1

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05/16/16

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2

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06/15/16

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3

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08/29/16

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Update plans

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4

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09/15/16

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Add (2) 30"X48"X36" HH

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5

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04/24/17

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6

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06/29/17

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Update State Logo

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