25206 ulysses st (pelican portion), chantilly, loudoun ... · 25206 ulysses st (pelican portion),...

COMMUNICATIONS GROUP

25206 ULYSSES ST (PELICAN PORTION), CHANTILLY, LOUDOUN COUNTY, VIRGINIAPLACE UNDERGROUND CONDUIT FROM MANDOLIN PERMIT, WEST ON SOUTH SIDE OF PELICANDRIVE, THEN NORTH CROSSING PELICAN DRIVE TO NORTH WEST CORNER OF PELICAN DRIVE ANDKANEFIELD ALLEY.August 14, 2016

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ENGINEERED BY:

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Phone: (434) 352-0287 [email protected]

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PERMIT

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PAGE 1 OF 5

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ALEXANDRIA DRAFTING COMPANY LOUDOUN COUNTY, VA MAP 5520, GRID E35520, GRID E3, GRID E3E3

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1" = 1,000'

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CERTIFICATIONS

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VDOT'S SIX YEAR PLAN

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THIS PLAN HAS BEEN CHECKED (VERIFIED BY SIGNATURE) FOR ANY CONFLICTS WITH THE FOLLOWING:

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SIGNATURE

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TITLE

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DATE

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CONFLICTS

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YES

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NO

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VDOT'S MAINTENANCE PROJECTS

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VDOT'S INCIDENTAL CONSTRUCTION PROGRAM

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VDOT'S REVENUE SHARING

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LOUDOUN COUNTY COMPREHENSIVE PLAN

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LOUDOUN COUNTY PUBLIC IMPROVEMENT PROJECTS

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LOUDOUN COUNTY PROPOSED DEVELOPMENT

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(CURRENTLY ASSIGNED A SITE PLAN NUMBER)


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CONDUIT INSTALLATION

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EXISTING ROAD OR DRIVEWAY WHERE OCCURS

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EXISTING SOIL

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CONDUIT SIZE AND NUMBER AS PER PROJECT SPECIAL PROVISIONS

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N.T.S.

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EXISTING GRADE

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EXISTING SOIL

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N.T.S.

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EXISTING STORM DRAIN PIPE. REFER TO PROFILES FOR SIZE AND DEPTH

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EXISTING GRADE

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EXISTING SOIL

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N.T.S.

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EXISTING STORM DRAIN PIPE. REFER TO PROFILES FOR SIZE AND DEPTH

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OR IN PART WITHOUT WRITTEN CONSENT OF COMCAST.

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NOTICE

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INFORMATION ON THIS DOCUMENT IS PROPRIETARY AND SHALL

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NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN WHOLE

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SCALE:

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AFE NO:

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TITLE:

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JJB DC, INC.

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Engineered By

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Date

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Date

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Appvd.

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SHEET: OF

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CAD FILENAME:

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25206 ULYSSES ST (PELICAN PORTION)

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(SDU)

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CHANTILLY, LOUDOUN COUNTY, VIRGINIA

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UTILITY CONSTRUCTION LEGEND

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8/14/16

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osp-25206Ulysses(Pelican)-Legend

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2

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5

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N.T.S.

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TEST PIT LOCATION

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PROPOSED CONDUIT

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STREET LAMP

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CSW = CONCRETE SIDEWALK

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PUBLIC UTILITY EASEMENT

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FENCE

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FIRE HYDRANT

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TELEPHONE

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SIDEWALK

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STORMDRAIN

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WATER

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ELECTRIC

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GAS

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LEGEND

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RIGHT OF WAY

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TYPICAL MH

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FOC

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PUE

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W

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SD

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E

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G

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T

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R/W

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SEWER

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SS

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W

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SD

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E

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G

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T

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SS

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GUARD RAIL

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EOP

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BSW = BRICK SIDEWALK

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UTILITY POLE

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TRAFFIC SIGNAL

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PUE

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R/W

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F

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F

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TRAFFIC SIGNAL FIBER

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ENGINEERED BY:

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EASTERWOOD LANE

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MANDOLIN STREET

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52' (9'-38'-5')

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STA 00+00 CROSS RIGHT-OF-WAY; CONTINUE CONSTRUCTION FROM MANDOLIN STREET PERMIT

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PELICAN DRIVE

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49' (6'-36'-7')

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E

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E

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E

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W

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SD

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SS

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W

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SS

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W

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SD

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SD

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E

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E

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SS

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R/W

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R/W

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KANEFIELD ALLEY

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W

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SS

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SD

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SD

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E

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E

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E

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CSW

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ASPHALT

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CSW

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GRASS

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GRASS

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NOTICE

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SCALE:

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AFE NO:

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TITLE:

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JJB DC, INC.

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Engineered By

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Date

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Date

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Appvd.

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SHEET: OF

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CAD FILENAME:

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(SDU)

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UTILITY CONSTRUCTION PLAN

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8/14/16

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osp-25206Ulysses(Pelican)-01

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3

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1:30

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BILL OF MATERIALS (THIS PAGE)

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DESCRIPTION

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ML

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PL

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390'

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780'

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NOTES: 1. THIS SHEET: BORE ROUTE AND PLACE TWO (2) 390' SECTIONS OF 2" C-TYPE PVC. TOTAL LENGTH OF PROPOSED CONSTRUCTION IS 580'. 2. ALL BENDS ARE 6' RADIUS. 3. CONTRACTOR SHALL MAINTAIN AT LEAST 18" OF VERTICAL SEPARATION OF TOWN'S WATER/SEWER UTILITY CROSSINGS. 4. ANY DISTURBED SIDEWALK, CURB AND GUTTER, AND LANDSCAPED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION OR BETTER. 5. THERE SHALL BE A MINIMUM OF 36" COVER OVER BURIED C-TYPE PVC. 6. PLACE TRACEWIRE WITH EACH C-TYPE PVC. 7. CONTACT VDOT TRAFFIC OPERATIONS CENTER AT 703-877-3449 AT START AND COMPLETION OF OPERATIONS EACH DAY. 8. ALL WORK TO BE PERFORMED BETWEEN THE HOURS OF 9:30 AM AND 3:00 PM, MONDAY THROUGH ALL WORK TO BE PERFORMED BETWEEN THE HOURS OF 9:30 AM AND 3:00 PM, MONDAY THROUGH THURSDAY, AND FRIDAY FROM 9:30 AM TO 2:00 PM. NO WORK WILL BE PERMITTED ON WEEKENDS, LEGAL HOLIDAYS OR DAYS PRECEDING LEGAL HOLIDAYS WITHOUT WRITTEN PERMISSION. 9. PLEASE DIRECT ENGINEERING QUESTIONS TO MR. FARHAD SHARIFZADEH (JJB) AT (202) 812-5522. ALL OTHER QUESTIONS SHOULD BE DIRECTED TO MR. JOHN R. ILKO (JJB) AT (202) 812-5525, [email protected].

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(2) 2" C-TYPE PVC

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ENGINEERED BY:

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Before Beginning Construction Beginning Construction Beginning Construction Contact

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"MISS UTILITY"

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At

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1-800-257-7777

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At Least 48 Hours Prior to Excavation

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STA 03+90 SEE MATCHLINE "A" ON osp-Ulysses(Pelican)-02


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EDENFIELD LANE

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ULYSSES STREET

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SS

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SS

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R/W

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R/W

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R/W

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R/W

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PELICAN DRIVE

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49' (8'-36'-5')

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KANEFIELD ALLEY

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STA 05+80 CROSS RIGHT-OF-WAY; CONTINUE CONSTRUCTION ONTO PRIVATE PROPERTY

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STA 04+31 CROSS RIGHT-OF-WAY; CONTINUE CONSTRUCTION FROM PRIVATE PROPERTY

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E

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E

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E

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E

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ASPHALT

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GRASS

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CSW

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CSW

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NOTICE

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SCALE:

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AFE NO:

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TITLE:

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JJB DC, INC.

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Engineered By

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SHEET: OF

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CAD FILENAME:

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(SDU)

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UTILITY CONSTRUCTION PLAN

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8/14/16

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osp-25206Ulysses(Pelican)-02

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1:30

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BILL OF MATERIALS (THIS PAGE)

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DESCRIPTION

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ML

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PL

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190'

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380'

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NOTES: 1. THIS SHEET: BORE ROUTE AND PLACE TWO (2) 190' SECTIONS OF 2" C-TYPE PVC. TOTAL LENGTH OF PROPOSED CONSTRUCTION IS 580'. 2. ALL BENDS ARE 6' RADIUS. 3. CONTRACTOR SHALL MAINTAIN AT LEAST 18" OF VERTICAL SEPARATION OF TOWN'S WATER/SEWER UTILITY CROSSINGS. 4. ANY DISTURBED SIDEWALK, CURB AND GUTTER, AND LANDSCAPED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION OR BETTER. 5. THERE SHALL BE A MINIMUM OF 36" COVER OVER BURIED C-TYPE PVC. 6. PLACE TRACEWIRE WITH EACH C-TYPE PVC. 7. CONTACT VDOT TRAFFIC OPERATIONS CENTER AT 703-877-3449 AT START AND COMPLETION OF OPERATIONS EACH DAY. 8. ALL WORK TO BE PERFORMED BETWEEN THE HOURS OF 9:30 AM AND 3:00 PM, MONDAY THROUGH ALL WORK TO BE PERFORMED BETWEEN THE HOURS OF 9:30 AM AND 3:00 PM, MONDAY THROUGH THURSDAY, AND FRIDAY FROM 9:30 AM TO 2:00 PM. NO WORK WILL BE PERMITTED ON WEEKENDS, LEGAL HOLIDAYS OR DAYS PRECEDING LEGAL HOLIDAYS WITHOUT WRITTEN PERMISSION. 9. PLEASE DIRECT ENGINEERING QUESTIONS TO MR. FARHAD SHARIFZADEH (JJB) AT (202) 812-5522. ALL OTHER QUESTIONS SHOULD BE DIRECTED TO MR. JOHN R. ILKO (JJB) AT (202) 812-5525, [email protected].

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(2) 2" C-TYPE PVC

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ENGINEERED BY:

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Before Beginning Construction Beginning Construction Beginning Construction Contact

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"MISS UTILITY"

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At

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1-800-257-7777

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At Least 48 Hours Prior to Excavation

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STA 03+90 SEE MATCHLINE "A" ON osp-Ulysses(Pelican)-01


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R/W

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R/W

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00+50

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01+00

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00+00

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345

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340

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335

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330

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325

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320

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315

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310

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305

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01+50

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02+00

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02+50

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03+00

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PROFILE VIEW

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SCALE: HORIZONTAL 1"=50' VERTICAL 1"=10'

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300

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295

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03+50

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04+00

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04+50

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05+00

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05+50

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345

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340

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335

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330

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325

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320

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315

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310

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305

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300

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295

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06+00

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R/W

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R/W

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EASTERWOOD LANE

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EDENFIELD LANE

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R/W

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R/W

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STA 00+00 CROSS RIGHT-OF-WAY; CONTINUE CONSTRUCTION FROM MANDOLIN STREET PERMIT

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STA 04+31 CROSS RIGHT-OF-WAY; CONTINUE CONSTRUCTION FROM PRIVATE PROPERTY

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TEST PIT (TYP.)

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TEST PIT (TYP.)

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TEST PIT (TYP.)

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TEST PIT (TYP.)

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00+52 ELECTRIC X-ING (DEPTH UNK.)

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01+84 ELECTRIC X-ING (DEPTH UNK.)

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01+91 STORMDRAIN X-ING (DEPTH UNK.)

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02+93 SEWER X-ING (DEPTH UNK.)

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03+04 WATER X-ING (DEPTH UNK.)

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05+59 SEWER X-ING (DEPTH UNK.)

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(1) 2" COMCAST CONDUIT

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EXISTING GROUND

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MAINTAIN 36" MINIMUM VERTICAL CLEARANCE AT ALL X-INGS.

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02+88 STORMDRAIN X-ING (DEPTH UNK.)

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NOTICE

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JJB DC, INC.

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Engineered By

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SHEET: OF

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CAD FILENAME:

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(SDU)

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UTILITY CONSTRUCTION PROFILE

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8/14/16

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osp-25206Ulysses(Pelican)-Profile-01

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5

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HORIZONTAL:1"=50' VERTICAL:1"=10'

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ENGINEERED BY:

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25206 ulysses st (pelican portion), chantilly, loudoun ... · 25206 ulysses st (pelican portion),...

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