engineering concepts sebrell - growing business agenda - octob… · design: ... on existing tower,...

A Z ENGINEERINGA PROFESSIONAL COMPANY

DESIGN: ARIAN ZOTO P.E.PROJECT NUMBER: 14-038

SHEET NAME:

SHEET NO.:

1831 RADY COURTRICHMOND, VA 23222

SITE INFO.:

T1.0

441 PALLETS ROADVIRGINIA BEACH, VIRGINIA 23454

PHONE: 757-672-2339EMAIL: [email protected]

TITLE SHEET

0

20 S. ROANOKE STREET, PO BOX 619FINCASTLE, VIRGINIA 24090

540.473.1253 FAX 540.473.1254

DESIGNED FOR:

DESIGNED BY:

ENGINEERING CONCEPTS

SEBRELL

VICINITY MAPAPPROXIMATELY SCALE: 1" = 2000'

T1.0 TITLE SHEET

C2.0 SITE PLANC3.0 SITE LAYOUT

A1.0 EQUIPMENT DETAILS

THIS PROJECT CONSISTS OF THE INSTALLATION OF NEW VERIZONWIRELESS EQUIPMENT SHELTER, STAND-BY GENERATOR, ANTENNASON EXISTING TOWER, AND ALL ASSOCIATED INSTALLATIONS.

LATITUDE: N 36° 45' 50.98" (NAD 83)LONGITUDE: W 77° 05' 19.36" (NAD 83)

SITE NAME: SEBRELLSITE ADDRESS: PLANK ROAD

COURTLAND, VIRGINIA 23837

PARCEL: 36.11 ACRESZONED: A-1

JURISDICTION: SOUTHAMPTON COUNTY

APPLICANT: VERIZON WIRELESS 1831 RADY COURT RICHMOND, VIRGINIA 23222 MATT WINSTEAD, PROJECT MANAGERENGINEER: A Z ENGINEERING 441 PALLETS ROAD VIRGINIA BEACH, VIRGINIA 23454 ARIAN ZOTO, PE (757) 672-2339

SITE

LAND OWNER:

C1.0 GENERAL NOTES & LEGENDALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED INACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWINGCODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.NOTHING IN THESE PLANS IS TO BE CONSTRUCTED TO PERMITWORK NOT CONFORMING TO THESE CODES:

1. 2012 VIRGINIA UNIFORM STATEWIDE BUILDING CODE.2. 2012 INTERNATIONAL BUILDING CODE3. 2012 INTERNATIONAL MECHANICAL CODE.3. ANSI/EIA-222-G LIFE SAFETY CODE.4. 2012 INTERNATIONAL RESIDENTIAL CODE.5. CITY AND/OR COUNTY ORDINANCES.6. 2012 INTERNATIONAL PLUMBING CODE.7. NFPA 70 2011.8. 2012 INTERNATIONAL FUEL GAS CODE.9. LOCAL BUILDING CODE(S).

PLAT BOOK/PAGE: 33/169 & 34/26

02/16/2015PRELIMINARY ZONING. DWG.

PARCEL ID: 44-28G

FROM 1831 RADY COURT, RICHMOND, VA:

TURN LEFT ONTO RADY STREET.TURN LEFT ONTO MAGNOLIA STREET.TURN RIGHT ONTO MECHANICSVILLE TURNPIKE.TAKE I-64 WEST RAMP TO I-95.TAKE EXIT 190 TOWARD I-95 SOUTH/PETERSBURG.CONTINUE I-95 TOWARD PETERSBURG.TAKE EXIT 41 TO MERGE ONTO US-301 NORTH/VA-35.CONTINUE STRAIT ONTO VA-35 SOUTH.SITE ON RIGHT ON PLANK ROAD BEFORE REACH WAKEFIELD ROAD.

C7.0 RADIO FREQUENCY SIGNAGE

SITE OWNER:

GEOGRAPHIC COORDINATES:

VERIZON WIRELESS1831 RADY COURTRICHMOND, VIRGINIA 23222

FEMA COMMUNITY PANEL #: 51175C0150C, EFFECTIVE SEPTEMBER 4, 2002; F.I.R.M. ZONE " X-UNSHADED "

AREA OF LAND DISTURBANCE: 26357± SF (0.605073 ACRE)

PLANK ROADCOURTLAND, VIRGINIA

23837

SEBRELLLLOYD R. AND TRINA B. JOHNSON

GROUND ELEVATION: 34.5' AMSL (NAD 88)

TOWER TYPE: MONOPOLEPROPOSED TOWER:

TOWER HEIGHT: 195.0' AGL; 129.5' AMSLTOTAL HEIGHT OF TOWER & LIGHTING ROD: 199.0' AGL; 233.5' AMSL

PROPOSED ANTENNAS ELEVATION: 190.0' AGL @ RAD CENTERLINE

EMERGENCY INFORMATION:

LOCAL EMS/FIRE ADMINISTRATIONPHONEPOLICE DEPARTMENTPHONE

MISS UTILITYCALL TOLL FREE

8-1-1

BEFORE YOU DIG

SITE NAME:

SITE ADDRESS:

1 05/19/2015FINAL ZONING. DWG.

SV-1 SURVEY NOTESSV-2 SITE OVERVIEWSV-3 SITE SURVEY

C4.0 GRADING & EROSION CONTROL NOTES & DETAILSC4.1 GRADING & EROSION CONTROLC4.2 GRADING & EROSION CONTROLC5.0 COMPOUND FENCE DETAILSC6.0 TOWER & ANTENNA INFORMATION

L1.0 LANDSCAPING PLANL2.0 LANDSCAPING DETAILS

2 06/08/2015FINAL ZONING DWG.3 07/15/2015PRELIMINARY ZONING DWG.

(RAW LAND SITE)

TOP OF DITCH/SWALE SLOPE

TEMPORARY BENCHMARK

SHRUB

TREELINE

TREE

RAILROAD TRACKS

GRAVEL

BUILDING (FOOTPRINT)

FENCE

ASPHALT

SPOT ELEVATION

CONTOURS

OVERHEAD ELECTRIC

POWER POLE

LIGHT POLE

PROPERTY LINE

SETBACK LINE

EASEMENT

LEASE AREA

CONCRETE

SILT FENCE

CENTER OF DITCH

TELEPHONE PEDESTAL

ANGLE

AIR CONDITIONINGA/C

PLYWOODPLYWD

GA GAUGE

HARD'WD

MTL

N

EQUIPMENTEACH WAY

FLUORESCENTFLOOR

FTFLR

FOOT

EXT

FINFLUOR

EXIST/EX

EQ

EWEQUIP

EXTERIOR

FINISH

EQUAL

EXISTING

OPP

OC

OPNGOD

NANICNTS

CONSTRUCTIONCONST

CONTRACTOR FURNISHED CONTRACTOR INSTALLEDCONTINUOUS

DIMENSION

ELEVATIONELECTRICAL

DET, DETL

EL, ELEV

EEA

ELECT

DN

DWG

EASTEACH

DOWN

DRAWINGDETAIL

DBL

DIAGDIM

DIA, Ø

CFCICONT

DOUBLEDIAMETERDIAGONAL

MAX

MISC

MGRMIN

MECH

MFR

LB(S)

INFOIN

INS

ADJUSTABLE

APPROXIMATELY

CONCRETE

ABOVE FINISH FLOOR

BASE MOBILE RADIOBUILDING STANDARD

AMERICAN SOCIETY FOR TESTING AND MATERIALSAMERICAN WIRE GAUGE

BUILDINGBLDG

CLGCLRCONC

BMRB/S

BLK

CEILINGCLEAR

BLOCK

APPROXASTMAWG

ADJAFF

HVACID

HRHT

HORIZ

GWB

GALVGC

NORTH

VINYL TILEVERIFY IN FIELD

OPPOSITE

NOT APPLICABLE

NOT TO SCALENOT IN CONTRACT

ON CENTEROUTSIDE DIAMETEROPENING

WDW

W/O WITHOUT

W/

W

VIFVERT

VTWITHWINDOWWEST

VERTICAL

REFERENCE= SECTION

NORTH ARROW

REQUIRED

ROUGH OPENING

STAINLESS STEEL

SPECIFICATION

STRUCTURAL

TOP OF CONCRETE

PRESSURE TREATED

STEEL

MAXIMUMMECHANICAL

MANUFACTURER

MISCELLANEOUS

MANAGERMINIMUM

METAL

INFORMATIONINSULATION

POUND(S)

INCH

TYP TYPICALTOC

THRU

TNND

STLSTRUCT

TINNED

THROUGH

HARDWOOD

HORIZONTAL

INSIDE DIA.HEATING, VENTILATION AND AIR CONDITIONING

HOURHEIGHT

GYPSUM WALL BOARD

GALVANIZE(D)GENERAL CONTRACTOR

SIMSPEC

SSSQ

SHT

ROS

SIMILAR

SQUARE

SHEET

SOUTH

PT

RMREQ'D

PROJPROP

PR

ROOM

PROPERTYPROJECTPAIR

REFERENCE

REFERENCE

= DETAIL

= ELEVATION

#

P

@

L

&

LC

NUMBER

PROPERTY LINE, PLATE

AT

CENTER LINE

AND

OWNER FURNISHED, CONTRACTOR INSTALLEDOFCI

CIRCUIT BREAKER

EMPTY CONDUITELECTRICAL METALLIC TUBING

SCHEDULE 40 PLASTIC CONDUIT.

GALVANIZED STEEL CONDUIT UNLESS OTHERWISE NOTED

SINGLE POLE, TWO POLE, & THREE POLES

DUAL ELEMENT FUSES

CONDUIT SIZE AS NOTED

1P, 2P, & 3P

A OR AMP

NEUT

RECEPT

EC

CBCKT

SW

W

XFRM

DEF

KW

CIRCUIT

SWITCH

RECEPTACLE

KILOWATTS

TRANSFORMER

WATTS

AMPERE

NEUTRAL

G OR GRD

MPH

WP

UON

PVC

GRS

EMT

COC

WEATHERPROOF

GROUND

MILES PER HOUR

CLEAN OUTCOPPERCU

UNDERGROUND

OVERHEAD TELEPHONE/OVERHEAD POWER

OVERHEAD TELEPHONE

UG

OHT/OHPOHPOHT

OVERHEAD POWER

AGL ABOVE GROUND LEVEL

PIN(S) PIN SETPIN(F) PIN FOUND

DB DEED BOOK

HIGH STRENGTHHEC

MTD MOUNTED

OZ OUNCEPG PAGE

LG LONG

GPS GLOBAL POSITIONING SYSTEM

SUSPENDEDSUSP

TM TAX MAP

THRD THREADED

RADIATIONRAD

PSIPSF PER SQUARE FOOT

PER SQUARE INCH

PJF POLYVINYL JOINT FILLER

SCH SCHEDULE



SHEET NAME:

SHEET NO.:


SITE INFO.:

C1.0



GENERAL NOTES

0


540.473.1253 FAX 540.473.1254

DESIGNED FOR:

DESIGNED BY:


1. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS,ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLICAUTHORITY, MUNICIPAL AND UTILITY COMPANY JURISDICTIONAL CODESBEARING ON THE PERFORMANCE OF THE WORK. THE WORK PERFORMED ONTHE PROJECT AND THE MATERIALS INSTALLED SHALL BE IN STRICTACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES.

2. THE ARCHITECT/ENGINEER HAS MADE EVERY EFFORT TO SET FORTH IN THECONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK.THE CONTRACTOR BIDDING THE JOB IS NEVERTHELESS CAUTIONED THATMINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND/OR SPECIFICATIONSSHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT ANDIMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS.

3. THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYINGIN WRITING THE VERIZON WIRELESS REPRESENTATIVE OF ANY CONFLICTS,ERRORS OR OMISSIONS PRIOR TO THE SUBMISSION OF THE CONTRACTOR'SPROPOSAL OF PERFORMANCE OF WORK. IN THE EVENT OF DISCREPANCIES,THE CONTRACTOR SHALL PRICE THE MORE COSTLY OF EXTENSIVE WORK,UNLESS DIRECTED OTHERWISE IN WRITING.

4. THE SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT,LABOR, AND ALL OTHER MATERIALS AND LABOR DEEMED NECESSARY TOCOMPLETE THE WORK/PROJECT AS DESCRIBED HEREIN.

5. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO THE SUBMISSION OFBIDS OR PERFORMING WORK TO BECOME FAMILIAR WITH THE FIELDCONDITIONS AND TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED INACCORDANCE WITH THE CONTRACT DOCUMENTS.

6. THE CONTRACTOR SHALL OBTAIN AUTHORIZATION TO PROCEED WITHCONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLYDEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS.

7. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDINGTO THE MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS OTHERWISENOTED OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE.

8. THE CONTRACTOR SHALL PROVIDE A FULL SET OF CONSTRUCTION DOCUMENTSAT THE SITE UPDATED WITH THE LATEST REVISIONS AND ADDENDUMS ORCLARIFICATIONS AVAILABLE FOR THE USE BY ALL PERSONNEL INVOLVED WITHTHE PROJECT.

9. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBEDHEREIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL THECONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES ANDPROCEDURES AND FOR COORDINATION ALL PORTIONS OF THE WORK UNDERTHE CONTRACT.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS ANDINSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK BY THEARCHITECT/ENGINEER, THE STATE, COUNTY, OR LOCAL GOVERNMENTAUTHORITY.

11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECTEXISTING IMPROVEMENTS, EASEMENTS, PAVEMENTS, CURBING, ETC., DURINGCONSTRUCTION. UPON COMPLETION OF WORK, THE CONTRACTOR SHALLREPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ONOR ABOUT THE PROPERTY.

12. THE CONTRACTOR SHALL MAINTAIN THE GENERAL WORK AREA AS CLEAN ANDHAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL DEBRIS, RUBBISHAND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY.PREMISES SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS,DUST, OR SMUDGES OF ANY NATURE.

13. THE CONTRACTOR SHALL COMPLY WITH ALL OSHA REQUIREMENTS AS THEYAPPLY TO THIS PROJECT.

14. THE CONTRACTOR SHALL NOTIFY THE VERIZON WIRELESS REPRESENTATIVEWHERE A CONFLICT OCCURS ON ANY OF THE CONTRACT DOCUMENTS. THECONTRACTOR IS NOT TO ORDER MATERIAL OR CONSTRUCT ANY PORTION OFTHE WORK THAT IS IN CONFLICT UNTIL THE CONFLICT IS RESOLVED BY THEVERIZON WIRELESS REPRESENTATIVE.

15. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, PROPERTYLINES, ETC., ON THE JOB.

GENERAL NOTESLEGENDABBREVIATIONS & SYMBOLS LIST



23837

SEBRELL

1 05/19/2015FINAL ZONING. DWG.

& LEGEND


X

XX

X

X

X

X

X

N48° 22' 28"W451.40'

N51° 00' 22"E

368.94'

N51° 00' 22"E

401.95'

N51° 00' 22"E

368.94'

S38° 59' 38"E125.00'

S38° 59' 38"E125.00'

S51° 00' 22"W

393.72'

N38° 59' 38"W

400.00'

N48° 22' 28"W152.03'

N48° 22' 28"W921.70'

EXISTING BUILDINGS

MARSH

AREA

C2 93°42'22" 50.00 53.34 81.77 72.96 S0°27'50"W

CURVE DELTA RADIUS TAN ARC CHORD BEARING

C1 6°19'35" 1144.90 63.27 126.41 126.35 N45°12'17"W

CENTERLINE OF 20'INGRESS/EGRESS ANDUTILITY EASEMENT

C1

N75° 26' 06"E

710.36'

EXISTING DIRT ROADEXISTINGTREELINE

EDGE OF TREELINE CLEARING

WOODEDAREA

WOODEDAREA



SHEET NAME:

SHEET NO.:


SITE INFO.:

C2.0



SITE PLAN

0


540.473.1253 FAX 540.473.1254

DESIGNED FOR:

DESIGNED BY:


SITE PLAN NOTES1.

2.

4.

3.

PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL ASSUME THE RESPONSIBILITY OFLOCATING ANY UNDERGROUND UTILITIES (PUBLIC OR PRIVATE) THAT MAY EXIST ANDCROSS THROUGH THE AREA OF CONSTRUCTION THAT ARE NOT SHOWN ON THESEPLANS. BEFORE YOU DIG, CALL "MISS UTILITY" AT 1-800-552-7001. THE CONTRACTORSHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIESDAMAGED DURING CONSTRUCTION.

THE STOCKPILING OF EXCESS MATERIAL ON SITE WILL NOT BE ALLOWED.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING WITH MATCHING MATERIALSANY PAVEMENT, DRIVEWAYS, WALKS, CURBS, ETC. THAT MAY BE CUT, OR THAT AREDAMAGED DURING CONSTRUCTION.

TOPOGRAPHIC INFORMATION WAS TAKEN FROM A TOPOGRAPHIC SURVEY PERFORMEDENGINEERING CONCEPTS, INC., DATED 01/15/2015.

THIS SITE PLAN WAS PREPARED WITHOUT THE BENEFIT OF A TITLE SEARCH/REPORTAND MAY NOT SHOW ANY/ALL EASEMENTS AND RESTRICTIONS OF RECORD THAT MAYEFFECT THE SUBJECT PROPERTY.

PROPERTY IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD.

FLOOD ZONE DETERMINATION IS BASED ON THE FLOOD INSURANCE RATE MAPS ANDDOES NOT IMPLY THAT THE PROPERTY WILL OR WILL NOT BE FREE FROM FLOODING ORDAMAGE.

THIS SITE APPEARS TO BE LOCATED IN THE F.I.R.M. ZONE "X" AS SHOWN ON FEMACOMMUNITY PANEL NUMBER 51175C0150C, EFFECTIVE SEPTEMBER 4, 2002.

NO SUBSURFACE INVESTIGATION WAS PERFORMED BY A Z ENGINEERING.

MERIDIAN SOURCE FOR THIS SURVEY IS BASED UPON STATE GRID.

THERE ARE NO JURISDICTIONAL WETLANDS ON THE SUBJECT PARCEL. NO WETLANDAREAS HAVE BEEN DELINEATED.

ALL PHYSICAL EVIDENCE OF UTILITIES SHOWN ON THIS SITE PLAN ARE FROM SURFACEEVIDENCE.

THIS PLAN DOES NOT REPRESENT A TITLE SURVEY AND IS FOR SITE LAYOUT ANDPERMIT PURPOSES ONLY.

SITE PLAN

5.

6.

7.

8.

9.

10.

11.

12.

13.



23837

SEBRELL

LEASE NOTESPROPOSED VERIZON WIRELESS 100.0' X 100.0' LEASE AREA.

PROPOSED VERIZON WIRELESS 20.0' WIDE ACCESS/UTILITY EASEMENT.

TOWER SETBACKSS SEC. 18-427: DEVELOPMENT STANDARDSS

SETBACK REQUIRED ACTUALFALL ZONE: 218.90' 268.94' & 228.10'NEAREST RES. BUILD.: 400.00' 612.40'


8-1-1

BEFORE YOU DIG

1 05/19/2015FINAL ZONING. DWG.2 06/08/2015FINAL ZONING DWG.3 07/15/2015PRELIMINARY ZONING DWG.

X

X

X

X

X

X

X

X

X

X

X

X X

X

X

X

X

X

X

X

X

X

6.0'

4.0'

10.0'

10.0'

5.0'

8.0'

17.8'

4.0'

4.0'

15.0'

7.0'

19.2'

10.5'

30.0'

30.0'

9.2'

8.0' 5.0'

12.0'

3.0'3.0'

11.0'

60.0'

60.0'

12.0'

WID

E GRAVEL R

OAD

20.0'

WID

E ACCESS

& UTIL

ITY E

ASEMENT

42.0'

20.0'

15.0'

LANDSCAPIN

G

BUFFER

LANDSCAPING. SEESHEETS L1.0 & L2.0

FOR DETAILS

R10.0'

00 20' 40'



SHEET NAME:

SHEET NO.:


SITE INFO.:

C3.0



SITE LAYOUT

0


540.473.1253 FAX 540.473.1254

DESIGNED FOR:

DESIGNED BY:


SITE LAYOUT

SITE NOTES1. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL ASSUME THE RESPONSIBILITY OF LOCATING

ANY UNDERGROUND UTILITIES (PUBLIC OR PRIVATE) THAT MAY EXIST AND CROSS THROUGH THEAREA OF CONSTRUCTION THAT ARE NOT SHOWN ON THESE PLANS. BEFORE YOU DIG, CALL "MISSUTILITY" AT 8-1-1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE,ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION.

2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED IN ACCORDANCE WITHTHE LATEST EDITION OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AT THE FIRSTPHASE OF CONSTRUCTION AND CHECKED PERIODICALLY TO ENSURE THEY ARE FUNCTIONING ASINDICATED.

3. THE STOCKPILING OF EXCESS MATERIAL ON SITE WILL NOT BE ALLOWED.

4. ANY VEGETATED AREA DISTURBED BY CONSTRUCTION SHALL BE TOPSOILED AND SEEDED TORESTORE A PERMANENT VEGETATIVE COVER.

5. THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION. SAFETY ISTHE RESPONSIBILITY OF THE CONTRACTOR. ALL WORK SHALL BE PERFORMED IN ACCORDANCEWITH OSHA REQUIREMENTS.

6. THE CONTRACTOR IS RESPONSIBLE FOR SITE LAYOUT AND CONSTRUCTION STAKING. LOCATIONOF EXISTING STRUCTURES AND UTILITIES MUST BE CONFIRMED BY THE CONTRACTOR.

7. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERALCODES OR ORDINANCES.

CONSTRUCTION NOTES

PROPOSED VERIZON WIRELESS 7.0' X 15.0' EQUIPMENT CABINET CONCRETE

PROPOSED VERIZON WIRELESS 4.0' X 10.0' LPG TANK CONCRETE PAD.

PROPOSED VERIZON WIRELESS STAND-BY POWER GENERATOR, LPG, 50kW

PROPOSED VERIZON WIRELESS 4.0' X 8.0' GENERATOR CONCRETE PAD.

PROPOSED VERIZON WIRELESS ICE-BRIDGE.

LEASE NOTESPROPOSED VERIZON WIRELESS 100.0' X 100.0' LEASE AREA.

PROPOSED VERIZON WIRELESS 20.0' WIDE ACCESS/UTILITY EASEMENT.

PROPOSED VERIZON WIRELESS 195' AGL MONOPOLE TOWER. SEE SHEET

PROPOSED VERIZON WIRELESS 60.0' X 60.0' FENCED COMPOUND. SEE SHEET



23837

SEBRELL


8-1-1

BEFORE YOU DIG

1Ø, 120/240VAC.

PAD. SEE SHEET A1.0 FOR CONCRETE PAD & EQUIPMENT DETAILS.

C6.0 FOR ELEVATION VIEW, AND ANTENNA DETAILS.

C5.0 FOR METALLIC FENCE DETAILS.

PROPOSED VERIZON WIRELESS 12.0' WIDE ENTRANCE GATE. SEE SHEET

PROPOSED 8.0' WIDE UTILITY H-FRAME FOR POWER METER AND DISCONNECT.

C5.0 FOR DETAILS.

PROPOSED 3'X3'X5' STRONGWELL WITH MESA CABINET.

1 05/19/2015FINAL ZONING. DWG.2 06/08/2015FINAL ZONING DWG.3 07/15/2015PRELIMINARY ZONING DWG.

3'MAX.

POINTS A SHOULD BE HIGHER THAN POINT B

4. BACKFILL AND COMPACTTHE EXCAVATED SOIL.

NOT TO SCALE

SILT FENCE

TO STAKES AND EXTEND3. STAPLE FILTER MATERIAL

IT INTO THE TRENCH.

FLOW

DRAINAGEWAY INSTALLATION(FRONT ELEVATION)

SHEET FLOW INSTALLATION

4"

AFLOW

(PERSPECTIVE VIEW)

B

1. SET THE STAKES.CONSTRUCTION OF A SILT FENCE(WITHOUT WIRE SUPPORT)

FLOW

UPSLOPE ALONG THE LINE OF2. EXCAVATE A 4"X4" TRENCH

STAKES.

4"

A

SILT FENCE FABRIC SHALL BE 36" TALL, STAKED WITH 2" X 2" X 5" HARDWOODSTAKES ON 6' CENTERS.

1. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRUBBING THE CONSTRUCTIONSITE AND ROADWAY AREAS. THE CONTRACTOR SHALL COMPLY WITH THERECOMMENDATIONS CONTAINED WITHIN THE GEOTECHNICAL REPORT WHEN NECESSARYPREPARED FOR THIS SITE FOR SITE WORK PREPARATION & FOUNDATION WORK. AS AMINIMUM THE TOP 3" OF GRADE SHALL BE REMOVED. THE EXPOSED SUBGRAGECOMPACTED TO 2000 PSF, AND GEOTEXTILE FABRIC BE USED AS NOTED ON DRAWINGS.

2. ALL SELECT GRANULAR FILL SHALL BE COMPACTED TO A 95% COMPACTION AT A MAXIMUMDRY DENSITY AS DETERMINED BY ASTM D-1557 OR WITHIN PLUS OR MINIS 3% OF OPTIMUMMOISTURE CONTENT.

1-1/2" PER 6' OF SLOPE

1" M

IN A

BO

VE

EX

ISTI

NG

GR

AD

E

1'-0"

3" VDOT 21-B

6" VDOT #1 ROAD BALLAST

EXISTINGGRADE

PROVIDE GEOTEXTILE FABRIC,MIRAFI OR APPROVED ALTERNATIVE

1-1/2" PER 6' OF SLOPE

1. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRUBBING THE CONSTRUCTIONSITE AND ROADWAY AREAS. THE CONTRACTOR SHALL COMPLY WITH THERECOMMENDATIONS CONTAINED WITHIN THE GEOTECHNICAL REPORT WHEN NECESSARYPREPARED FOR THIS SITE FOR SITE WORK PREPARATION & FOUNDATION WORK. AS AMINIMUM THE TOP 3" OF GRADE SHALL BE REMOVED. THE EXPOSED SUBGRAGECOMPACTED TO 2000 PSF, AND GEOTEXTILE FABRIC BE USED AS NOTED ON DRAWINGS.

2. ALL SELECT GRANULAR FILL SHALL BE COMPACTED TO A 95% COMPACTION AT A MAXIMUMDRY DENSITY AS DETERMINED BY ASTM D-1557 OR WITHIN PLUS OR MINIS 3% OF OPTIMUMMOISTURE CONTENT.

6" MIN COMPACTEDSUBGRADE, 2000PSF

NEW FENCE

4" #57 COARSEAGGREGATE

PROVIDE GEOTEXTILE FABRIC,MIRAFI OR APPROVED ALTERNATIVE.

EXTEND 2' BEYOND TOE OF AGGREGATESLOPE, ALL AROUND

1"

1 8" EXISTINGGRADE



SHEET NAME:

SHEET NO.:


SITE INFO.:

C4.0



0


540.473.1253 FAX 540.473.1254

DESIGNED FOR:

DESIGNED BY:


GRADING &EROSION CONTROL

EROSION CONTROL NARRATIVETHIS PROJECT CONSISTS OF THE CONSTRUCTION OF CONCRETEFOUNDATION FOR NEW EQUIPMENT SHELTER, AND POWER GENERATOR;INSTALLATION OF EQUIPMENT SHELTER, POWER GENERATOR, CABLE'SICE-BRIDGE AND ASSOCIATED ANTENNAS ON EXISTING TOWER.THE SITE SLOPES FROM NORTH NORTH-EAST OF THE SITE TO SOUTHSOUTH-WEST. AN EXISTING ENTRANCE ONTO PLANK ROAD WILL BE UTILIZEDTO ACCESS THIS SITE. EXISTING DRAINAGE PATTERNS WILL BE MAINTAINEDTHROUGHOUT THE CONSTRUCTION PROCESS.

THE COMPOUND IS GRATED AT SLOPE 2-3%, AND STABILIZED WITH 6 INCHESOF GRAVEL PLACED ON A WEED INHIBITING GEOTEXTILE.THERE ARE NO AREAS THAT HAVE THE POTENTIAL FOR SERIOUS EROSIONPROBLEMS.

EROSION CONTROL MEASURES ARE TO BE IN PLACE PRIOR SITE CLEARINGAND GRADING ACTIVITIES. ALL UNGRAVELED AREAS ARE TO BE SEEDEDACCORDING TO STATE REGULATIONS WITHIN SEVEN (7) DAYS AFTER ROUGHGRADING OPERATIONS ARE COMPLETED. PERIMETER SILT FENCE WILLSERVE AS THE PRIMARY EROSION AND SEDIMENT CONTROL DEVICESDURING THE ENTIRE CONSTRUCTION PROCESS.

EROSION AND SEDIMENT CONTROL

ES-1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSIONAND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINEDACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIAEROSION AND SEDIMENT CONTROL HANDBOOK AND THE VIRGINIA EROSION ANDSEDIMENT CONTROL REGULATIONS (4VAC5O-30).

ES-2: THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TOTHE PRE-CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THECOMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THEFINAL INSPECTION. THE NAME OF THE RESPONSIBLE LAND DISTURBER MUST BEPROVIDED TO THE PLAN-APPROVING AUTHORITY PRIOR TO ACTUAL ENGAGEMENT INLAND-DISTURBING ACTIVITY SHOWN ON THE APPROVED SITE PLAN. IF THE NAME ISNOT PROVIDED PRIOR TO ENGAGING IN THE LAND-DISTURBING ACTIVITY THE PLAN'SAPPROVAL WILL BE REVOKED.

ES-3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIORTO OR AS THE FIRST STEP IN CLEARING.

ES-4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BEMAINTAINED ON THE SITE AT ALL TIMES.

ES-5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THANINDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROWOR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSIONCONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THEPLAN-APPROVING AUTHORITY.

ES-6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONALEROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION ANDSEDIMENTATION AS DETERMINED BY THE PLAN-APPROVING AUTHORITY.

ES-7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROLMEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITEDEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED, AFTER WHICH, UPONAPPROVAL OF THE PLAN-APPROVING AUTHORITY, THE CONTROLS SHALL BEREMOVED. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROMTHE REMOVAL OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TOPREVENT FURTHER EROSION AND SEDIMENTATION.

ES-8: DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO ANAPPROVED FILTERING DEVICE.

ES-9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES ATLEAST EVERY 2 WEEKS AND IMMEDIATELY AFTER EACH RUNOFF-PRODUCINGRAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THEEFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.

ES-10: THE CONTRACTOR IS RESPONSIBLE FOR THE DAILY REMOVAL OF SEDIMENTTHAT HAS BEEN TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE.

ES-11: SEEDING OPERATIONS SHALL BE INITIATED WITHIN 7 DAYS AFTER REACHINGFINAL GRADE OR UPON SUSPENSION OF GRADING OPERATIONS FOR ANTICIPATEDDURATION OF GREATER THAN 30 DAYS OR UPON COMPLETION OF GRADINGOPERATIONS FOR A SPECIFIC AREA.

ES-12: THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING SURFACE ANDAIR MOVEMENT OF DUST FROM EXPOSED SOILS WHICH MAY PRESENT HEALTHHAZARDS, TRAFFIC SAFETY PROBLEMS, OR HARM ANIMAL OR PLANT LIFE.

NOTES

NOTES & DETAILS

TYPICAL ACCESS ROAD CROSS SECTIONNOT TO SCALE

TYPICAL GRAVE COMPOUND CROSS SECTIONNOT TO SCALE


23837

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1 05/19/2015FINAL ZONING DWG.02/16/2015PRELIMINARY ZONING DWG.

2 06/08/2015FINAL ZONING DWG.

SF SILT FENCE

15.00' AFG CONCRETE SLAB FINISHED GRADE

AFG ABOVE EXISTING FINISHED GRADE

DIRECTION OF RUNNING WATERS

ME MATCH EXISTING ELEVATION

CE 3.02 CONSTRUCTION ENTRANCE

CRS 3.03 CONSTRUCTION ROAD STABILIZATION

PS 3.31 PERMANENT SEEDING

MU 3.35 MULCHING

SF 3.05 SILT FENCE

FG FINISHED GRADE

3 07/15/2015PRELIMINARY ZONING DWG.

SFSF

SF

SF

SF

SFSF

SF

SF

MATCH EXISTING ELEVATION

ENTRANCE SHALL ADHERETO VDOT STANDARDS FORPRIVATE ENTRANCE DRIVE

34.1

LIMITS OF REVISETREELINE

WOODED AREA

EXISTINGDIRT ROAD

00 30' 60'

X

X X

X

00 30' 60'



SHEET NAME:

SHEET NO.:


SITE INFO.:

C4.1



0


540.473.1253 FAX 540.473.1254

DESIGNED FOR:

DESIGNED BY:


GRADING &EROSIONCONTROLGRADING & EROSION CONTROL


23837

SEBRELL



MATCH LINE;SEE BELOW FOR

CONTINUATION

MATCH LINE;SEE ABOVE FORCONTINUATION

MATCH LINE; SEE C4.2 FOR CONTINUATION

CE

CRSPS MU SF

PS MU SF


SFSFSFSF

XXXXXX

XX

XX

XX

X X X X

XX

XX

XX

00 20' 40'

34.5

34.5

34.0

34.0



SHEET NAME:

SHEET NO.:


SITE INFO.:

C4.2



0


540.473.1253 FAX 540.473.1254

DESIGNED FOR:

DESIGNED BY:


GRADING & EROSION CONTROL


23837

SEBRELL


GRADING &EROSIONCONTROL


PS MU SF

PS MU SF

PS

MU

SF

PS

MU

SF

PS

MU

SF


70' MIN.

5:1

EXISTINGPAVEMENT

MOUNTABLE BERM(OPTIONAL)

.3'A

A6" MIN.FILTER CLOTH

EXISTING GROUND

WASHRACK(OPTIONAL

70' MIN.

10' M

IN.

10' M

IN.

EXISTINGPAVEMENT

10' MIN.

POSITIVE DRAINAGETO SEDIMENTTRAPPING DEVICE

B

B

12' M

IN. *

VDOT #1COURSEAGGREGATE

* MUST EXTEND FULL WIDTHOF INGRESS AND EGRESSOPERATION

12' MIN.3"

MIN

.3"

MIN

.

FILTER CLOTH

DRAIN SPACE

REINFORCED CONCRETE6'-7"



SHEET NAME:

SHEET NO.:


SITE INFO.:

C4.3



0


540.473.1253 FAX 540.473.1254

DESIGNED FOR:

DESIGNED BY:



23837

SEBRELL


GRADING &EROSIONCONTROL


TEMPORARY GRAVEL CONSTRUCTION ENTRANCE

CE3 07/15/2015PRELIMINARY ZONING DWG.

GATE FRAME: 1 1/2" PIPE, PER ASTM-F1083.

SHALL BE COMPLIED IF REQUIRED.

GATE POST 4". SCHEDULE 40 PIPE, FOR GATE

DOUBLE SWING GATE, PER ASTM-F1083.WIDTHS UP THRU 7 FEET OR 14 FEET FOR

LOCAL ORDINANCE OF BARBED WIRE PERMIT REQUIREMENT 3.

15

16

TENSION WIRE: 9 GA GALVANIZED STEEL.

LINE POSTS SHALL BE EQUALLY SPACED AT MAXIMUM 8'-0" OC

TIE WIRE: MINIMUM 11 GA GALVANIZED STEEL AT POSTS AND RAILS

FABRIC: 9 GA CORE WIRE SIZE 2" MESH, CONFORMING TO ASTM-A392.

TOP RAIL & BRACE RAIL: 1 1/2" PIPE, PER ASTM-F1083.

LINE POST: 2 1/2" SCHEDULE 40 PIPE, PER ASTM-F1083.

CORNER, END OR PULL POST 3" NOMINAL SCHEDULE 40 PIPE.

REFERENCE NOTES:

BARBED WIRE: DOUBLE STRAND 12-1/2" OD TWISTED WIRE TO MATCHWITH FABRIC 14 GA, 4 POINT BARBS SPACED ON APPROXIMATELY 5" CENTERS.

RINGS SPACED MAX. 24" INTERVALS.A SINGLE WRAP OF FABRIC TIE AND AT TENSION WIRE BY HOG

4

STRETCHER BAR.8

7

6

2

3

1

5

3/8" DIAGONAL ROD WITH GALVANIZED STEEL TURNBUCKLE9

FENCE CORNER POST BRACE: 1 5/8" DIA EACH CORNER EACH WAY.10

1 1/2" MAXIMUM CLEARANCE FROM GRADE.11

4" FINISH OR AS DETERMINED BY CONSTRUCTION12

6" COMPACTED 95% BASE MATERIAL OR AS DETERMINED BY 13CONSTRUCTION MANAGER DURING BID WALK.

INSTALL SWING GATES PER ASTM F- 900

17 GATE LOCKING DEVICE (OFCI)

18

ALL GATE FRAMES SHALL BE WELDED.

POST & GATE PIPE SIZES ARE INDUSTRY STANDARDS. ALL PIPE TO BE 1 1/2" GALV.

4.

5. ALL OPEN POSTS SHALL HAVE END-CAPS.

19

FINISH GRADE SHALL BE UNIFORM AND LEVEL.14

MANAGER DURING BID WALK.

ALL WELDING SHALL BE COATED WITH (3) COATS

LINE POST: CONCRETE FOUNDATION (2000 PSI)

GEOTEXTILE FABRIC20

21

CORNER POST: CONCRETE FOUNDATION (2000 PSI)22

GATE POST: CONCRETE FOUNDATION (2000 PSI)23

INSTALL FENCING PER ASTM F-567

2.

1.GENERAL NOTES:

OR DIAGONAL THREADED ROD.

ALL SIGNS MUST BE MOUNTED ON INSIDE OF FENCE FABRIC.

USE GALVANIZED HOG-RING WIRE TO MOUNT ALL SIGNS.6.

7.

OF COLD GALV. (OR EQUAL).

(HOT DIP, ASTM A120 GRADE "A" STEEL).

1-1/2 PAIR INDUSTRIAL MALLEABLE IRON OFFSETPIN HINGE (PAGE-WILSON M-6 OR EQUAL)

FINISH GRADE

SUB-GRADE

22 23

15

23

19

15

18 17 16

2

21 20

14 11

21 1321

65

9

4

22

12

8

10

7

5

1

38'-0"

12"

8'-0"

8" 8"

8'-0"

8"

6"

12"

12'-0"6'-0"

12"

12"36

"(T

YP

ICA

L)

33"

12"

7'-0

"

12"

GATE FRAME BRACE

6'-0

"

24

24 KNOX BOX MODEL 3205 RAPID ENTRY SYSTEMMOUNTED TO FENCE EXTERIOR BY U-BOLTS.

SIGNS, SEE DETAILS SHEET C7.0



SHEET NAME:

SHEET NO.:


SITE INFO.:

C5.0



0


540.473.1253 FAX 540.473.1254

DESIGNED FOR:

DESIGNED BY:


COMPOUNDFENCE

DETAILS


23837

SEBRELL

1 05/19/2015FINAL ZONING DWG.02/16/2015PRELIMINARILY ZONING DWG.


TOP OF PROPOSED MONOPOLE TOWER

HEIGHT = 195.0' ± AGL

NOTE:THIS ELEVATION SHOWS THE INTENDED LOCATION OF THE PROPOSEDEQUIPMENT. IT DOES NOT INFER THAT A STRUCTURAL ANALYSIS HASBEEN CONDUCTED TO VERIFY THAT THE TOWER CAN SUPPORT THEPROPOSED LOADS. A SEPARATE STRUCTURAL LETTER OR REPORT WILLDETERMINE THE TOWER ABILITY TO SUPPORT THE PROPOSED LOADS.

PROPOSED PANEL ANTENNAS

HEIGHT = 190.0'± AGL @ RAD CL

4' LIGHTING ROD

PROPOSED 195.0'MONOPOLE TOWER

TOTAL HEIGHT OF TOWER & APPURTENANCES

HEIGHT = 199.0'± AGL

FINISHED GRADE

PROPOSEDICE-BRIDGEPROPOSED 60.0' X 60.0'

FENCED COMPOUNDPROPOSED OUTDOOREQUIPMENT ON STEELPLATFORM & CONC. SLAB ALPHA

ANTENNA MANUFACTURER MODEL

BXA-80080-8CF-2

RADCENTER

ANTENNAANTENNAAZIMUTHANTENNA

TILTDOWN

RRH TMA & QUANTITYCOAX SIZE

# FIBER

Cell CDMA ANTEL 190 50 2 NO NO

(2) 1-5/8" (2)HBXX-6517DS-VTM_02DT_1920 PCS LTE ANDREW 2 YES NO

BXA-70080-8CF-2-750MHZ LTE 700 ANTEL 2 NO

HBXX-6517DS-VTM_02DT_2110 AWS 2100 ANDREW 2 NO

BETA

170 2 NO NO

(2) 1-5/8"ANDREW 2 NO

NO

ANDREW 2 NO

GAMMA

300 NO NO

(2) 1-5/8"ANDREW 2 NO

NO

ANDREW 2 NO

YES

YES

YES

YES

YES

YES

YES

YES

Cell CDMA

PCS LTE

LTE 700

AWS 2100

Cell CDMA

PCS LTE

LTE 700

AWS 2100

PROPOSED ANTENNA INFORMATION

ANTEL

ANTEL

ANTEL

ANTEL

BXA-80080-8CF-2

HBXX-6517DS-VTM_02DT_1920

BXA-70080-8CF-2-750MHZ


BXA-80080-8CF-2


BXA-70080-8CF-2-750MHZ


190

190

190

190

190

190

190

190

190

190

190

50

50

50

170

170

170

300

300

300

2

2

2

AZIMUTH = 50°

ALPHA

AZIMU

TH = 170°

BETA

AZIMUTH = 300°

GAMMA



SHEET NAME:

SHEET NO.:


SITE INFO.:

C6.0



TOWER& ANTENNA

0


540.473.1253 FAX 540.473.1254

DESIGNED FOR:

DESIGNED BY:


TOWER ELEVATION VIEW

PROPOSED ANTENNA ORIENTATION PLAN



23837

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INFORMATION

1 05/19/2015FINAL ZONING DWG.2 06/08/2015FINAL ZONING DWG.3 07/15/2015PRELIMINARY ZONING DWG.



SHEET NAME:

SHEET NO.:


SITE INFO.:

C7.0



0


540.473.1253 FAX 540.473.1254

DESIGNED FOR:

DESIGNED BY:


RADIO FREQUENCYSIGNAGE

SIGN 1 - NOTICE SIGN

12"

18"

18"

12"

12"

8"

SIGN 2 - GUIDELINES SIGN

SIGN 3 - INFORMATION SIGN



23837

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05/19/2015FINAL ZONING DWG.12 06/08/2015FINAL ZONING DWG.3 07/15/2015PRELIMINARY ZONING DWG.

6'-0

"

3'-0"

612"

1'-1

0"

5"

2'-2"

5"

BAR GRATINGSPAN

1'-0

78"

5'-0

"E

Q

4"

6 7/

8"

4"

PLATE 3/8X5X0-5"

Ø5/8" EXPANSION ANCHOR WITH4" EMBED (MIN.) (2 @ EACH BEAM)

W-BEAM,SEE PLAN

4

A1.0

STAINLESS STEEL GRATINGCLAMP BY GRATING MANUFAC.

GRATING BAR

10"6"

3"

3/4" CHAMFER AROUNDENTIRE FOUNDATION

#3 @ 12" EACH WAY

4000 PSI CONCRETEFINISHED SLAB

#57 COARSEAGREGATE

8"2"12" MIN. COMPACTED

SUBGRADE

2"

3.5" OD X 0.218" PIPE, TYP.

PREFORMEDJOINT FILLER

12" MINIMUMCOMPACTEDSUBGRADE

EQUIPMENT SLAB A A

SEE FRAMING PLAN

PIPE CAP, GALV., TYP.

UNISTRUT P1000 (GALV)15'-0" LONG, TYP.

Ø3" SCH40 PIPE, GALV.13'-0" LONG, TYP.

1'-0"

6"3'-6

"4"

SECTION A - A

UNISTRUT PIPE/CONDUITCLAMP P1119 ORP2558-35 (GALV.) (TYP.)FOLLOW MANUFACT.RECOMMENDATIONS FORBOLT TORQUE

Ø3-1/2" POST

6'-6

"

7'-0

"3"

6" 3'-6" 3'-6" 3'-6" 3'-6" 6"

15'-0"

2'X3' GRATING(TYP. OF 2)

3

A1.0

2

A1.0

MISCMISC

ATS

PP-1 PDP/FIBER MANAGEMENT OVP-1 OVP-2 OVP-3

LED FLOODLIGHT WITH 3-WAYSWITCH LOCATION ON EACH

END OF THE ICE BRIDGE

312"

9"1'-912"

612"

1'-1012"

1'-012"

2'-012"

1112"

2'-012"

1'-012"

1'-1012"

1'-014"


3'X3' GRATING 4"(T

YP

.)

FUTUREEzBFO

FUTURE9712

PROPOSED9712

PROPOSEDEzBFO

SITE BOSS

2'-7"4"

7.0' X 15.0'CONCRETE SLAB


1. ALL STEEL SHALL BE HOT-DIPPED GALVANIZED.2. STEEL FRAMING IS DESIGNED TO SUPPORT EQUIPMENT SHOWN ON THE EQUIPMENT PLATFORM LAYOUT.3. WIDE FLANGE SHAPES SHALL BE IN ACCORDANCE WITH ASTM A992.4. BAR GRATING SHALL BE GALVANIZED STEEL WITH 1" X 3/16" BAR SIZE. MAIN BARS TO BE SPACED 1 3/16" OC

MAXIMUM AND CROSS BAR SPACING SHALL NOT EXCEED 4" OC.5. POST INSTALLED EXPANSION ANCHORS SHALL BE HILTI KWIK BOLT 3. ALL ANCHORS SHALL BE INSTALLED

WITH HILTI NUTS AND WASHERS.6. BAR GRATING SHALL BE TRIM BANDED ON EXTERIOR SIDE.7. COORDINATE WITH CM FOR EXACT PLACEMENT AND ORIENTATION.8. WIDE FLANGE SHAPES SHALL NOT EXCEED SIZED AS NOTED ON PLAN.9. EQUIPMENT PLATFORM SHALL NOT EXCEED 7" ABOVE CONCRETE PAD.

FRAMING PLAN NOTES:



SHEET NAME:

SHEET NO.:


SITE INFO.:

A1.0



0


540.473.1253 FAX 540.473.1254

DESIGNED FOR:

DESIGNED BY:


EQUIPMENTDETAILS



23837

SEBRELL

EQUIPMENT PLAN

NOT TO SCALE

36"X72" GRATE DETAIL

NOT TO SCALE

SECTION

NOT TO SCALE

FRAMING/GRATING ATTACHMENT

NOT TO SCALE

CONCRETE PAD DETAIL

NOT TO SCALE

SECTION

NOT TO SCALE

SECTION

NOT TO SCALE




SHEET NAME:

SHEET NO.:


SITE INFO.:

A1.1



0


540.473.1253 FAX 540.473.1254

DESIGNED FOR:

DESIGNED BY:




23837

SEBRELL


EQUIPMENTISOMETRIC VIEW

ISOMETRIC VIEWS

NOT TO SCALE

X

X

X

X

X

X

X

X

X

X

X

X X

X

X

X

X

X

X

X

X

X

15.0'

LANDSCAPIN

G

BUFFER A

ROUND

COMPOUND

MC

00 20' 40'



SHEET NAME:

SHEET NO.:


SITE INFO.:

L1.0



0


540.473.1253 FAX 540.473.1254

DESIGNED FOR:

DESIGNED BY:


1

LANDSCAPINGLANDSCAPING PLAN PLAN

FULL, DENSE2324"-36"24"-36"-SOUTHERN WAX MYRTLEMYRICA CERIFERAMC

PLANTING SCHEDULE

BOTANICAL NAMETYPE COMMON NAMESPREADCALIPER HEIGHT

QUANTITY REMARKS

GENERAL NOTES:1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

THE CONTRACTOR SHALL VERIFY THAT TOTAL QUANTITIES INDICATED IN THE PLANT LIST OR SCHEDULE AGREES WITHQUANTITIES SHOWN ON PLANTING LAYOUT. IF DISCREPANCIES, USE TOTAL OF QUANTITIES SHOWN ON PLANTINGLAYOUT.

THE CONTRACTOR SHALL PROVIDE THE QUANTITIES REQUIRED TO COMPLETE PROPOSED PLANTING AS SHOWN ON THELANDSCAPE PLAN.

CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE.

ALL BEDS SHALL BE CLEAN AND WEEDED.

ALL AREAS NOT PAVED OR PLANTED SHALL BE SEEDED.

PROVIDE ALL NECESSARY PLANT MATERIALS, LABOR, TOOLS, AND MATERIALS TO COMPLETE THIS PROJECT IN AWORKMANLIKE, PROFESSIONAL MANNER.

ALL TREES, SHRUBS, AND GROUND COVERS SHALL BE SPECIMEN QUALITY (AMERICAN ASSOCIATION OF NURSERYMENSTANDARDS), SHALL BE NURSERY- GROWN, AND IN A HEALTHY, INSECT AND DISEASE-FREE, CONDITION.

NO SUBSTITUTIONS OF SIZE OR VARIETY OF PLANT MATERIAL WITHOUT PRIOR APPROVAL OF LANDSCAPE DESIGNER.

STAKE TREES ACCORDING TO A.A.N. (AMERICAN ASSOCIATION OF NURSERYMEN) STANDARDS.

"B&B" INDICATES BALLED AND BURLAPPED.

"CON" INDICATES CONTAINERIZED PLANTS.

ALL TREES AND SHRUBS HAVE BEEN LOCATED WITH RESPECT TO PROPOSED OR EXISTING UTILITIES ASACCURATELY AS POSSIBLE. FIELD VERIFY LOCATIONS FOR ALL UTILITIES PRIOR TO INSTALLING PLANT MATERIAL.

VERIFY ALL DIMENSIONS IN THE FIELD, NOTIFY OWNER AND LANDSCAPE DESIGNER OF ANY VARIANCE FROM PLANS.

PROVIDE OWNER FULL 12 MONTHS MATERIAL AND LABOR GUARANTEE ON ALL PLANT MATERIAL.

THOROUGHLY WATER ALL PLANT MATERIAL AFTER PLANTING AND MULCHING. FERTILIZE ALL PLANT MATERIALAFTER WATERING. APPLY SLOW RELEASE FERTILIZER TO ALL PLANTS PER MANUFACTURER'S DIRECTIONS ON LABELAT PLANTING.

SOAK BARE ROOT PLANTS IN LIQUID SEAWEED SOLUTION FOR ONE-HALF HOUR @ DOUBLE STRENGTH, AND GENTLYPRUNE ROOTS BEFORE PLANTING.

PRUNE ALL PLANT MATERIAL - REMOVE RANK AND DEAD GROWTH ONLY. PRUNE FOR NATURAL SHAPE PER SPECIES.

MULCH TO BE 2" MIN DEPTH SHREDDED HARDWOOD BARK MULCH IN ALL BED AREAS.

ANY QUESTIONS REGARDING THE INSTALLATION OF THIS PROJECT SHOULD BE BROUGHT TO THE ATTENTION OFLANDSCAPE DESIGNER @ 757-455-5800.

IN PLANTING BEDS, OMIT THE COMPACTED EARTH SAUCER AND COVER THE BEDS WITH MULCH (2" MIN DEPTH). ATHEDGE ROWS PROVIDE MULCH IN A CONTINUOUS BED. ALL GROUPINGS OF SHRUBS SHALL BE INSTALLED INCONTINUOUS MULCH BEDS.

WHERE PLANTING BEDS ABUT WALK AND CURBS, DEPRESS TOPS OF MULCHED BEDS 3/4".

TREE AND SHRUB PITS SHALL BE 3 TIMES SIZE OF ROOT BALL AND BACK FILLED WITH FOLLOWING SOIL MIXTURETHOROUGHLY MIXED: 2 PARTS JAMES RIVER SAND, 2 PARTS COMPOSTED HORSE MANURE OR CATTLE MANURE, ORORGANIC COMPOST, AND 6 PARTS GOOD QUALITY TOPSOIL.

TEST SOIL BEFORE PLANTING AND ADD PROPER SOIL AMENDMENTS TO SOIL TO ESTABLISH ph OF 6.5.

PREPARE SOIL WITH HI CALCIUM LIME @ RATE AS SHOWN ON SEEDING TABLES, SHEET L-2.



23837

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05/19/2015FINAL ZONING DWG.

LANDSCAPE NOTESSHRUB, TYP. SEE PLANT SCHEDULE THIS SHEET. SEE DETAIL , SHEET L-2.

SCALE: 1:20




SHEET NAME:

SHEET NO.:


SITE INFO.:

L2.0



0


540.473.1253 FAX 540.473.1254

DESIGNED FOR:

DESIGNED BY:


1

LANDSCAPEDETAILS



23837

SEBRELL

05/19/2015FINAL ZONING DWG.

MIN. DEPTH2" MULCH -

COMPACTED EARTH

FINISHED GRADE

SAUCER

3"

9" MINIMUM

BURLAPPEDBALLED AND

PREVENT SETTLEMENTMIXTURE - TAMP TOOF PREPARED SOIL4" MINIMUM DEPTH

NOT TO SCALE

SEPT. 1 - FEB. 15

FEB. 16 - APR. 30

MAY 1 - AUG. 31

50/50 MIX OF ANNUAL RYEGRASS (LOLIUMMULTI-FLORUM) & CEREAL (WINTER) RYE (SECALECEREALE)

ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM)

GERMAN MILLET 50 (LBS/ACRE)

TABLE 3.31-B(REVISED JUNE 2003)

TEMPORARY SEEDING SPECIFICATIONS QUICKREFERENCE FOR ALL REGIONS

SEED

FERTILIZER AND LIME

● APPLY 10-10-10 FERTILIZER AT A RATE OF 500LBS/ACRE (OR 10LBS/1,000 SQFT)● APPLY PULVERIZED AGRICULTURAL LIMESTONE AT A RATE OF 2 TONS/ACRE (OR 90LBS/1,000 SQFT)

NOTE:-A SOIL TEST IS NECESSARY TO DETERMINE THE ACTUAL AMOUNT OF LIME REQUIRED TO ADJUST THE SOIL pH OF SITE.-INCORPORATE THE LIME AND FERTILIZER INTO THE TOP 4-6 INCHES OF THE SOIL BY DISKING OR BY OTHER MEANS.-WHEN APPLYING SLOWLY AVAILABLE NITROGEN, USE RATES AVAILBLE IN EROSION & SEDIMENT CONTROL TECHNICALBULLETIN #4, 2003 NUTRIENT MANAGEMENT FOR DEVELOPMENT SITES AT http://www.dcr.state.va.us/sw/e&s.htm#pubs

APPLICATION DATES SPECIES APPLICATION RATES

50-100 (LBS/ACRE)

60-100 (LBS/ACRE)

¹

¹

¹

¹

²

¹

²³

● ●


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