ORF Cellphone Waiting Lot - Construction Plans.pdf

PDF 23 MB Posted Jan 18, 2024

Attached to: ORF Cellphone Waiting Lot
Solicitation number: 54279
Issued by: Norfolk City, Virginia

About this file

Written by GovTribe AI · Apr 2, 2024

The document provided is a set of construction plans for the ORF Cellphone Waiting Lot project, a contract opportunity issued by the Norfolk Airport Authority in the state of Virginia, specifically involving the Norfolk City jurisdiction.

The project entails the construction of a new cellphone lot parking lot for the Norfolk Airport. The plans detail the scope of work, design specifications, and construction requirements for this infrastructure project. No further details are provided regarding response dates, due dates, site visits, bidder's meetings, award dates, or contract term.

View the file

Other files

File	Type	Posted
Addendum 1 - ORF Cellphone Lot.pdf	PDF	Jan 18, 2024
Addendum 2 - ORF Cellphone Lot.pdf	PDF	Jan 18, 2024
ORF Cellphone Waiting Lot - Contract Documents.pdf	PDF	Jan 18, 2024

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

O N

E W

N G

L O

O R

N O

R T

O R

C O

CA001

12/13/2023

PLAN REVISIONS

SITE

LOCATION

VICINITY MAP

NORFOLK, VIRGINIA

PLAN STATUS

116465006

CELLPHONE WAITING LOT

CONSTRUCTION PLANS

UTILITY AND GOVERNING AGENCIES CONTACT LIST

OWNER

CIVIL ENGINEER

SURVEYOR

NOTES:

GEOTECHNICAL ENGINEER

RESPONSIBLE LAND DISTURBER DESIGNATION

SITE PLAN #SP2023-0113

SITE STATISTICAL INFORMATION

Sheet List Table

SP2023-0113

O N

E W

N G

L O

O R

N O

R T

O R

Y O

F N

O R

N O

CA002

CITY OF NORFOLK STANDARD SITE PLAN NOTES: CITY OF NORFOLK STANDARD SITE PLAN NOTES (CONT):CITY OF NORFOLK EROSION AND SEDIMENT CONTROL NOTES

O N

E W

N G

L O

O R

N O

R T

O R

R S

N O

CA003

GENERAL SITE NOTES:

EXISTING CONDITION NOTES:

TEMPORARY FACILITIES AND CONTROL NOTES:

SELECTIVE SITE DEMOLITION AND CLEARING NOTES:

CONCRETE NOTES:

O N

E W

N G

L O

O R

N O

R T

O R

R S

N O

CA004

CONCRETE NOTES: (CONTINUED)

OTHER SITE IMPROVEMENT NOTES:

UTILITY NOTES:

REQUIRED SUBMITTALS:

ASPHALT PAVEMENT NOTES:

” ” ¾”

EROSION AND SEDIMENT CONTROL NOTES:

O N

E W

N G

L O

O R

N O

R T

O R

R S

N O

CA005

EROSION AND SEDIMENT CONTROL NOTES: (CONTINUED)

GRADING AND EARTHMOVING NOTES:

SEQUENCE OF CONSTRUCTION CLARIFICATION:

MAINTENANCE OF TRAFFIC:

O N

E W

N G

L O

O R

N O

R T

O R

O N

S- N

CA006

NARRATIVE:

LEGEND

5.55

ABBREVIATIONS

PROJECT LOCATION

EXISTING

PROPERTY LINE

NORFOLK

INTERNATIONAL

AIRPORT

MILLER STORE ROAD

I-64 (HAM

PTO

N RO

ADS BELTW

AY)

H M

ROBIN HOOD ROAD

AZALEA GARDEN ROAD

NORFOLK AVENUE

NORFOLK

BOTANICAL

GARDENSA

R T

R O

A D

LAKE

WHITEHURST

TE. 60 (SH

O R

E D R

IVE)

DIAMOND SPRINGS ROAD

VIRGINIA BEACH

HAMPTON/

NEWPORT NEWS

I-64

H M

EAST

LOT

PARKING

O N

E W

N G

L O

O R

N O

R T

O R

N M

CA007

NORTH

PLAN

O R

O N

E W

N G

L O

O R

N O

R T

O R

G R

U R

V-100

NORTH PLAN

NORTH

SURVEY - DESIGNATION NOTES

PREPARED BY:

O N

E W

N G

L O

O R

N O

R T

O R

N C

O N

CE100

NORTH PLAN

NORTH

NOTES:

LEGEND

O N

E W

N G

L O

O R

N O

R T

O R

N C

O N

L D

N D

N O

CE500

TABLE 3.31-B

(REVISED JUNE 2003)

TEMPORARY SEEDING SPECIFICATIONS QUICK REFERENCE FOR ALL REGIONS

SEED

APPLICATION DATES SPECIES APPLICATION RATES

SEPT. 1 - FEB. 15

50/50 mix of annual ryegrass (lolium multi-florum) and cereal (winter) rye (secale cereale)

50-100 lbs./acre

FEB. 16 - APR. 30 Annual ryegrass (lolium multi-florum) 60-100 lbs./acre

MAY 1 - AUG. 31 German Millet 50 lbs./acre

FERTILIZER & LIME

● Apply 10-10-10 fertilizer at a rate of 400 lbs./acre (or 10 lbs./1,000 sq. ft.)

● Apply Pulverized Agriculture Limestone at a arate of 2 tons/acre (or 90 lbs./1,000 sq. ft.)

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 available in Erosion & Sediment Control Technical Bullentin #4, 2003 Nutrient Management for Development Sites at http://www.dcr.state.va.us/sw/e&s.htm#pubs

TABLE 3.32-E

(REVISED JUNE 2003)

PERMANENT SEEDING SPECIFICATIONS FOR COASTAL PLAN AREAS

SEED1

LAND USE SPECIES APPLICATION RATES

Minimum Care Lawn (Commercial or Residential)

Tall Fescue1 or Bermudagrass1

175-200 lbs.

75 lbs.

High-Maintenance Lawn

Tall Fescue1 or Bermudagrass1 (seed) or Burmudagrass1 (by other vegetative establishment method, see Std. & Spec. 3.34)

200-250 lbs.

40 lbs. (unhulled)

30 lbs. (hulled)

General Slope (3:1 or less)

Tall Fescue1

Red Top Grass or Creeping red Fescue Seasonal Nurse Crop2

128 lbs 2 lbs

20 lbs TOTAL: 150 lbs

Low-Maintenance Slope (steeper than 3:1) tall Fescue1

Bermudagrass1

Red Top Grass or Creeping red Fescue Seasonal Nurse Crop2

Sericea Lespedeza3

93-108 lbs.

2 lbs.

0-15 lbs.

20 lbs.

TOTAL: 150 lbs.

1 - When selecting varieties of turfgrass, use the Virginia Crop Improvement Association (VCIA) recommended turfgrass variety list. Quality seed will bear a label indicating that they are approved by VCIA. A current turfgrass variety list is available at the local County Extension office or through VCIA at (804) 746-4884 or at http://sudan.cses.vt.edu/htm/Turf/turf/publications/publications2.html

2 - use seasonal nurse crop in accordance with seeding dates as stated below:

February, March - April .............................. Annual Rye May 1st - August ......................................... Foxtall Millet September, October - November 15th ....... Annual Rye November 16th - January ........................... Winter Rye

3 - May through October, use hulled seed. All other seeding periods, use unhulled seed. If Weeping Lovegrass is used, include in any slope or low maintenance mixture duing warmer seeding periods, increase to 30-40 lbs/acre.

FERTILIZER & LIME

● Apply 10-20-10 fertilizer at a rate of 500 lbs./acre (or 12 lbs./1,000 sq. ft.)

● Apply Pulverized Agriculture Limestone at a arate of 2 tons/acre (or 90 lbs./1,000 sq. ft.)

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.

CIP

TABLE 3.31-B

(REVISED JUNE 2003)

TEMPORARY SEEDING SPECIFICATIONS QUICK REFERENCE FOR ALL REGIONS

SEED

APPLICATION DATES SPECIES APPLICATION RATES

SEPT. 1 - FEB. 15

50/50 mix of annual ryegrass (lolium multi-florum) and cereal (winter) rye (secale cereale)

50-100 lbs./acre

FEB. 16 - APR. 30 Annual ryegrass (lolium multi-florum) 60-100 lbs./acre

MAY 1 - AUG. 31 German Millet 50 lbs./acre

FERTILIZER & LIME

● Apply 10-10-10 fertilizer at a rate of 400 lbs./acre (or 10 lbs./1,000 sq. ft.)

● Apply Pulverized Agriculture Limestone at a arate of 2 tons/acre (or 90 lbs./1,000 sq. ft.)

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.

O N

E W

N G

L O

O R

N O

R T

O R

M S-

CE501

Program (VSMP) Permit Regulations shall be deemed to satisfy the requirements of Minimum Standard 19.

O N

E W

N G

L O

O R

N O

R T

O R

O U

CS100

NORTH PLAN

NORTH

KEY NOTES:

O N

E W

N G

L O

O R

N O

R T

O R

N G

CS200

NORTH PLAN

PAVEMENT LEGEND AND SECTIONS

O N

E W

N G

L O

O R

N O

R T

O R

CS500

(REVERSE VDOT CG-6)

COMBINATION 6" CURB & GUTTER

NOTES:

ROADWAY AND SITE PAVEMENT MARKINGS

SIGN POST

N.T.S

STOP

R1-1

STOP

N.T.S.

"STOP" SIGN

YIELD

R1-2 N.T.S.

"YIELD" SIGN

ONLY

R3-5R

N.T.S.

"RIGHT TURN ONLY" SIGN

W4-1L N.T.S.

"MERGE (LEFT)" SIGN

ENTER

DO NOT

R5-1 N.T.S.

"DO NOT ENTER" SIGN

R3-2P

N.T.S.

"NO LEFT TURN" SIGN

NO LEFT

TURN

O N

E W

N G

L O

O R

N O

R T

O R

G R

G A

N D

D R

CG100

NORTH PLAN

NORTH

NOTES:

LEGEND

(1) QH

(1) QP

(1) QH

(1) QP(1) QP

(1) QH

(3) II

(5) JY

(6) JY

(4) II

(4) JY

(5) JY

(2) II

(1) QH

(2) QH

(1) QH

(121) OG

KEYNOTES

LANDSCAPE NOTES

PLANT SUBSTITUTIONS

IRRIGATION NOTES

EXISTING UTILITIES

SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONT. CAL. HT.

TREES

QP 5 QUERCUS PHELLOS WILLOW OAK B&B 2.5" CAL. MIN. 8` HT. MIN.

QH 7

QUERCUS VIRGINIANA 'QVTIA'

MATCHED, STREIGHT CENTRAL LEADER, FULL

CANOPY.

HIGHRISE LIVE OAK B&B 2.5" CAL. MIN. 8` HT. MIN.

SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONT. CAL/HT

SHRUBS

II 9 ILEX GLABRA 'COMPACTA' COMPACT INKBERRY 3 GAL. MIN.

JY 20 JUNIPERUS HORIZONTALIS PLUMOSA 'YOUNGSTOWN' YOUNGSTOWN CREEPING JUNIPER 3 GAL. MIN.

OG 121 OSMANTHUS HETEROPHYLLUS 'GULFTIDE' GULFTIDE OSMANTHUS 3 GAL. MIN. 36" HT. MIN.

SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING

GROUND COVERS

S8 4,613 SF

DOUBLE SHREDDED HARDWOOD MULCH

SEE NOTES FOR JUTE MESH OVER MULCHED BEDS

FOR SLOPED AREAS.

3" THICK MULCH LAYER BULK

T6 36,063 SF PERMANENT LAWN GRASS SOD

SEE SOD NOTES SOD SOD

PLANT SCHEDULE

O N

E W

N G

L O

O R

N O

R T

O R

CP100

NORTH PLAN

O N

E W

N G

L O

O R

N O

R T

O R

N O

CP500

PLANTING SPECIFICATIONS

1. DELIVERY, HANDLING, AND STORAGE:

A. Deliver packaged materials in manufacturer's unopened containers or bundles, fully identified with name, brand, type, weight, and analysis. Store packaged materials in such a manner as to prevent damage or intrusion of foreign matter.

B. Dig balled and burlapped (B& B) plants with firm, natural balls of earth, of a diameter not less than recommended by the American Standard for

Nursery Stock, and of sufficient depth to include the fibrous and feeding roots. B&B plants will not be accepted if the ball is cracked or broken before or during planting operation.

C. Deliver trees and shrubs after preparations for planting have been completed. Do not bend, bind, or tie trees or shrubs in such a manner as to damage bark, break branches or destroy natural shape. If planting is delayed more than 6 hours after delivery, set trees and shrubs in shade, protect from weather and mechanical damage, and keep roots moist by heeling-in bare root stock and covering plant balls with soil, peat moss or other acceptable material for balled stock. Plants shall be kept well watered and shall not remain unplanted for longer than ten (10) days after delivery.

D. Plants shall be lifted and handled from the bottom of the ball only.

E. Do not remove container-grown stock from containers until planting time.

4. DRAINAGE: Before planting, determine that areas to receive plant material have adequate subdrainage.

A. The landscape contractor is responsible for drainage tests as necessary to identify any problems prior to beginning planting operations. Upon commencement of planting operations the landscape contractor assumes responsibility for soil conditions.

B. Dig planting pits to full depth and dimensions indicated on drawings.

C. At bottom of planting pit, excavate rectangular pit 12 inches by 12 inches by 18 inches deep. Quickly pour water into pit to a depth of 6 inches

(approximately 3-3 3/4 gallon). Note time required for water to be completely absorbed. Divide time noted by 6 to achieve average rate of absorption for 1 inch of water. Where rate of absorption exceeds 60 minutes per inch, notify owner immediately for directions on how to proceed.

5. PLANTING DATES: See City of Norfolk General Landscape Notes this sheet.

A. All plant material shall be guaranteed by the Contractor for a period of 1 year from the date final acceptance to be in good, healthy and flourishing condition.

6. MATERIALS FOR PLANTING:

A. Topsoil: shall be a fertile, friable natural loam, uniform in composition, free of stones, lumps, plants and their roots, debris and other extraneous matter over 1 inch in diameter, capable of sustaining vigorous plant growth. Soil shall be harvested at a single source from the O and/or A horizons of the soil profile.

1) Topsoil shall have a pH range of 5.5 to 7.5.

2) Topsoil shall contain 1.5-5% organic matter by dry weight .

3) Soil Texture: sandy loam, sandy clay loam with the following particle size distribution:

Gravel Less than 10% Silt 15-30% Clay 20-35% Chemical Levels shall be:

Magnesium Mg100+ units Phosphorus P205 150+ units Potassium - K20 120+ units

4) Soluble Salts/ Conductivity - Not to exceed 900 ppm/0.9 mmhos/cm (in soil); not to exceed 3000 ppm/2.5 mmhos/cm (in high organic mix)

5) Cation exchange capacity shall be a minimum of 8 meq/100g.

B. Clay Loam to Sandy Clay Loam Soil: shall be a fertile, friable natural loam, uniform in composition, free of stones, lumps, plants and their roots, debris and other extraneous matter over 1 inch in diameter, capable of sustaining vigorous plant growth.

1) Soil shall have a pH range of 5.5 to 6.5.

2) Soil shall contain 2-5% organic content by volume.

3) Soil Texture: Clay loam to sandy clay loam with the following particle size distribution:

Gravel Less than 10% Sand 20-50% Silt <35%% Clay 20-40%

4) Chemical Levels shall be:

Magnesium Mg100+ units Phosphorus P205 150+ units Potassium - K20 120+ units

5) Soluble Salts/ Conductivity - Not to exceed 900 ppm/0.9 mmhos/cm (in soil); not to exceed 3000 ppm/2.5 mmhos/cm (in high organic mix)

6) Cation exchange capacity shall be 20-35 meq/100g.

C. Compost: Compost shall be mature, stable, weed free, and produced by aerobic decomposition of organic matter. Compost feedstock shall be plant matter, such as high lignin forestry products or yard waste (leaves, brush and yard trimmings).

1) The product must not contain any visible refuse or other physical contaminants, substances toxic to plants, or over 5% sand, silt, clay or rock material by dry weight.

2) Compost shall be sampled and tested as required by the Seal of Testing Assurance Program of the United States Composting Council (USCC) and shall meet the physical requirements for compost as determined by USCC.

3) The product shall possess no objectionable odors. The product must meet all applicable USEPA CFR, Title 40, Part 503 Standards for Class A biosolids.

4) The moisture level shall be such that no visible water or dust is produced when handling the material.

D. Composted Pine Bark Fines: Shall be approved composted, ground pine bark having no particle with a dimension greater than 3/4 inch. No more than 10% shall be wood.

E. Sand: Shall be quartz based sharp concrete sand, ASTM C-33 Fine Aggregate, with a Fines Modulus Index between 2.8 and 3.2.

F. Perlite: Coarse horticultural grade expanded, volcanic perlite. Maximum density shall be 8 lb./ft3.

1) pH shall be 6.5 to 7.5.

2) Perlite shall be meet the Perlite Institute's Standards for Gradation for Horticultural Perlite for Coarse Perlite with no more than 70% passing through a #16 Standard Sieve.

G. Humus: Shall be mature, stable, weed free, and produced by aerobic decomposition of organic matter. Compost feedstock shall be plant matter, such as high lignin forestry products or yard waste (leaves, brush and yard trimmings).

1) Humus shall have a pH between 6 and 7.5.

2) Soluble Salt Concentration shall be less than 10dS/m.

3) Cation exchange capacity rate shall be 100-250.

4) The product must not contain any visible refuse or other physical contaminants, substances toxic to plants, or over 5% sand, silt, clay or rock material by dry weight.

5) The product shall possess no objectionable odors. The product must meet all applicable USEPA CFR, Title 40, Part 503 Standards for Class A biosolids.

6) The moisture level shall be such that no visible water or dust is produced when handling the material.

H. Trace Elements: Shall be commercially available slow release materials containing zinc (Zn), Molybdenum (Mo), Copper (Cu), Boron (B), and Magnesium (Mn).

I. Fertilizer: A commercial fertilizer for ornamental trees, shrubs and ground cover with an analysis of 10% Nitrogen, 6% Phosphorus and 4% Potassium shall be used. This fertilizer shall be granular with a minimum of 50% of the total Nitrogen in organic form. 14-14-14-Osmocote (or approved equal) shall be applied at a rate of 10 lbs. per square foot, tilled to a depth of 8 inch, shall be used for perennials.

7. PLANT MATERIALS: (Refer to the PLANT LIST on the drawings for specific types and quantities of plants):

A. Plants shall be nursery grown in accordance with good horticultural practices. Plants shall either be obtained from local nurseries and/or others, which have soil and climatic conditions similar to those in the locality of the project.

B. Plants shall be true to species and variety and unless specifically noted otherwise, all plants shall be of specimen quality, exceptionally heavy, symmetrical, tightly-knit plants, so trained or favored in their development and appearance as to be superior in form, number of branches, compactness and symmetry.

C. Plants shall be sound, healthy and vigorous, well branched and densely foliated when in leaf, free of disease, insect pests, eggs or larvae and shall have healthy, well-developed root systems. They shall be free from physical damage or any conditions that would prevent thriving health and the desired appearance.

D. Trees, which have a damaged or crooked leader, or multiple leaders, unless specified in the plant list, will be rejected. Trees with abrasion of the bark, sun scald, disfiguring knots, or pruning cuts more than 1 1/4 inch diameter which have not completely callused, will be rejected.

E. Plants shall conform to measurements specified in the plant schedules except that plants larger than specified may be used if acceptable to the Landscape Architect or owner. Use of such plants shall not increase the contract price. If larger plants are accepted, the root ball shall be sized for the larger plant.

F. Caliper Measurement: Shall be taken at a point on the trunk 6 inches above natural ground line for trees up to 4 inches diameter, and at a point 12 inches above the natural ground line for trees over 4 inches diameter.

G. Plants shall be measured when branches are in the normal position. Height and spread dimensions specified refer to the main body of the plant and not from branch tip to tip.

8. SOIL MIXING PROCEDURES:

A. Topsoil used in sand/soil mixes shall be screened or shredded prior to mixing in sands. Maximum clod inclusion for soil mixes shall not exceed:

Clod size (largest dimension) % of the soil mix volume Less than 1” Unlimited 1 to 3 inches 20% 3 to 6 inches 5% >6 inches Less than 2%

A. Source material and soil mix stockpiles shall be protected from rain by covering with filter cloth.

9. INSPECTION:

A. Examine the areas and conditions where soil mix is to be installed and notify the Engineer of conditions detrimental to the proper and timely completion of the work. Do not proceed with the work until unsatisfactory conditions are corrected to permit proper installation of the work.

B. Cooperate with other Contractors and trades working in and adjacent to other work areas. Examine drawings which show development of entire project and become familiar with scope of other work required.

10. SOIL INSTALLATION - GENERAL PROCEDURES:

G. If subgrade soil compaction exceeds 80%, existing soil shall be ripped to a depth of 12 inch to alleviate compaction which has taken place during construction. Prior to loosening of soil, Contractor must locate existing utilities and coordinate with Owner or Owners Representative any underground electric lines, drainage pipes, conduits, etc.

H. Prepare the subgrade by roughening the top 3” of the subsoil by dragging the teeth of a backhoe bucket across the surface.

I. Begin soil installation as soon as subsoil is prepared. Use low impact equipment with track belts, large tires, or low tire pressure to lower compaction and soil damage during installation.

J. Monitor compaction during installation and loosen soils as needed if compaction exceeds 80%.

K. Install specified soil in 12”-18” thick lifts. Compact each lift sufficiently to reduce settling but not enough to prevent the movement of water and feeder roots through the soil. The soils in each lift should feel firm to the foot in all areas and make only slight heel prints.

11. INSTALLATION OF SOIL MIX FOR LAWN AREAS ON GRADE:

A. Soil Mix for Lawns on Grade: shall consist of 10% compost and 90% topsoil, by volume. These materials must meet specifications described in

Paragraph 6.

B. Loosen subgrade lawn areas to a minimum of 3”. Remove stones more than 1-1/2” in any dimension and sticks, roots, rubbish, and other extraneous matter. Limit preparation to areas which will be planted promptly after preparation.

C. Spread soil mix for lawn areas on grade to a minimum depth of 4” as required to meet grade and elevations shown on drawings, after lightly rolling and natural settlement. Allow for sod thickness in areas to be sodded.

12. INSTALLATION OF SOIL MIX FOR TREE PITS ON GRADE

A. Confirm that native subsoil drains at a rate of at least ½” per hour. If drainage is less than ½” per hour, provide subsurface drainage lines.

B. Install 30-36” of Soil Mix for Tree Pit Backfill on Grade:

1) Shall consist of clay loam to sandy clay loam soil, sand, and composted pine bark fines at a rate of 5:5:1 to 10:5:1.5 to achieve the following:

(a) Clay content of Soil Mix shall be 10-20% of the soil mix, by volume.

(b) Minimum amount of coarse to medium sand in the mix shall be 55%

C. Composted pine bark fines shall not exceed 10% of the total soil mix by volume.

D. Till 4” of compost into the top 6” of the installed Soil Mix for Tree Pit Backfill on Grade.

13. INSTALLATION OF SOIL MIX FOR MULCHED SHRUB AND PERENNIAL BEDS:

A. Confirm that native subsoil drains at a rate of at least ½” per hour. If drainage is less than ½” per hour, provide subsurface drainage lines.

B. Install 4” of Soil Mix for Mulched Shrub and Perennial Beds on Grade:

1) Shall consist of clay loam to sandy clay loam soil, sand, and composted pine bark fines at a rate of 5:5:1 to 10:5:1.5 to achieve the following:

(a) Clay content of Soil Mix shall be 10-20% of the soil mix, by volume.

(b) Minimum amount of coarse to medium sand in the mix shall be 55%

2) Composted pine bark fines shall not exceed 10% of the total soil mix by volume.

C. Till 4” of compost into the top 6” of the installed Soil Mix for Tree Pit Backfill on Grade.

14. GENERAL PLANT INSTALLATION:

A. Excavation: Excavate all tree pits and planting areas to the width and depth shown in the planting details.

B. Center plant in pit and orient for the best visual effect. Set plants plumb and hold rigidly in position until soil has been tamped firmly around root ball.

C. Mulch within 48 hours after planting and after applying the pre-emergent herbicide, except ground cover areas (which shall have organic material placed before planting) with a 3" layer of mulch immediately after planting. All bed lines shall be cut with a smooth consistent edge to a minimum depth of 3 inches. Keep mulch out of the crowns of shrubs and off buildings, sidewalks, light standards, and other structures.

D. All planting areas to conform to specified grades after full settlement has occurred and mulch has been applied. Provide saucers around tree pits as shown on planting details. Remove all tags, labels, strings, etc. from all plants.

15. MAINTENANCE AND GUARANTEE:

A. The landscape contractor shall be responsible for maintaining his work until final acceptance by the owner or the owner's representative. Maintenance shall include watering, weeding, cultivating, mulching, removal of dead materials, resetting of plants to proper grades or upright positions, restoration of earth berms, and other necessary operations. adequate protection for lawn areas against trespassing during planting operations and against damage of any kind shall be provided. nothing in these notes is intended to relieve the contractor of his responsibility to repair existing lawn areas damaged by workmen engaged in the completion of this project.

B. Inspection of the work to determine completion of the contract exclusive of the possible replacement of plantings during the warranty period, will be made by the owner or the owner's representative at the conclusion of the installation period upon written notice requesting such inspection. Request shall be submitted by contractor at least ten days prior to the anticipated date for inspection. After inspection, the contractor will be notified in writing by the owner or the owner's representative of acceptance of the work or, if there are any deficiencies, the contractor will be notified of the requirements necessary for completion of the work. Plantings shall not be considered accepted until all deficiencies have been corrected and approved in writing.

C. Nursery stock shall be fully guaranteed for one full year. All plants that fail to make new growth from a dormant condition or that die during the first year after planting shall be replaced. All replacements shall conform with the original specifications as to size and type. All costs of replacements shall be borne by the contractor.

D. The contractor shall be responsible for the removal of all unused materials, rubbish, debris, or plant material not planted from the site upon completion of his work.

E. All other items necessary to make work complete shall be finalised prior to final inspection.

16. PERMANENT SODDING FOR LAWN AREAS:

A. Sod varieties shall be an improved variety turf-type sod known to perform well in the project area.

B. Prior to laying sod contractor shall provide 4 inches of topsoil as specified on all areas to receive seed or sod.

C. The contractor shall sod all areas that are not paved or planted and mulched as designated on the drawings within the contract limits, unless specifically noted otherwise.

D. The sod shall be certified to meet local state plant board specifications, absolutely true to varietal type, and free from weeds, fungus, insects and disease of any kind.

E. Sod panels shall be laid tightly together so as to make a solid sodded lawn area. Sod shall be laid uniformly against the edges of all curbs and other hardscape elements, paved and planted areas. Immediately following sod laying, the lawn areas shall be rolled with a lawn roller customarily used for such purposes, and then thoroughly irrigated. After rolling of sod any voids created by rolling shall be filled with strips of sod and rolled.Fertilize installed sod as allowed by property's jurisdictional authority.

F. During delivery, prior to, and during the planting of the lawn areas, the sod panels shall at all times be protected from excessive drying and unnecessary exposure of the roots to the sun. All sod shall be stored so as not to be damaged by sweating or excessive heat and moisture. Sod shall not be left stacked or rolled.

16. PERMANENT SEEDING:

A. Prior to seeding contractor shall provide and spread 4" of topsoil as specified on all areas to receive permanent seeding.

B. The contractor shall seed all denuded areas and areas disturbed by construction that are not otherwise stabilized with paving, buildings, or planted and mulched within the contract limits, unless specifically noted otherwise.

C. If a utility line is installed through a landscaped lawn the seeding shall be modified to restore ground cover comparable to the existing lawn D. Seeding includes seedbed preparation, liming, fertilizing, seeding, and mulching of disturbed areas.

E. Lawn Seed varieties shall be an improved turf-type variety known to perform well in the project area. Seed mixture shall be chosen to ensure the development of plants during the season of planting, and to ensure future growth and permanent stabilization. Seed shall conform to the requirements of the Virginia Crop Improvement Association (VCIA).

F. In the absence of an approved seed mix the Contractor shall refer to the latest version of the Virginia Turfgrass Variety Recommendations for species and cultivars:https://pubs.ext.vt.edu/category/turf.html

G. All seed shall conform to the current rules and regulations of the state where it is being used and shall be from the latest crop available.The seed shall be State-certified to meet Virginia seed certification standards and specifications, absolutely true to varietal type, and free from weeds, fungus, insects and disease of any kind.

H. Seed shall be labeled in accordance with the state laws and the U.S. Department of Agriculture rules and regulations under the Federal Seed Act in effect on the date of invitations for bids. Bag tag figures are evidence of purity and germination. No seed will be accepted with a test date of more than 9 months before the delivery date to the site.

I. Seed that has become wet, moldy, or otherwise damaged in transit or storage will not be accepted. The percent of noxious weed seed allowable shall be as defined in the current State laws relating to agricultural seeds.

J. LIMING: Lime shall be applied separately and prior to the application of any fertilizer or seed and only on seedbeds, which have previously been prepared.

The lime shall be worked into the top 3 inches of soil after which the seedbed shall again be properly graded and dressed to a smooth finish. Lime shall be applied at the rate specified on TABLE 3.32E or soil test report recommendations.

K. FERTILIZING: Following advance preparations and cleanup, fertilizer shall be uniformly spread at the rate specified on on TABLE 3.32E or soil test report recommendations.

L. SEEDING: Grass seed shall be sown at the rate specified on TABLE 3.32E immediately after fertilizing and the fertilizer and seed raked into the soil.Seeds shall be inoculated before mixing or sowing in accordance with the instructions of the seed provider and manufacturer of the inoculant. When seeding is required at other than the seasons shown TABLE 3.32E , a cover crop shall be sown by the same methods required for grass seeding.

M. Sow seed with spreader or seeding machine. Do not broadcast or drop seed when wind velocity exceeds 5 mph. Evenly distribute seed by sowing equal quantities in two directions at right angles to each other. Do not seed against existing trees.

N. Rake seed and fertilizer lightly into top 1/8 inch of soil and water with fine spray.

O. MULCHING: Protect seeded areas with slopes not exceeding 1:3 by spreading straw mulch. Spread uniformly at a minimum rate of 2 tons/acre to form a continuous blanket 1-1/2 inches in loose thickness over seeded areas. Spread by hand, blower, or other suitable equipment. Protect slopes 1:3 and greater with erosion control mats and fasten as recommended by material manufacturer.

P. Straw mulch material--Straw mulch shall consist of wheat, barley, oat or rye straw. The mulch material shall be air-dry, reasonably light in color, and shall not be musty, moldy, caked, or otherwise of low quality. The use of mulch that contains noxious weeds is not permitted.

Q. Other mulch materials--Mulching materials, such as wood cellulose fiber mulch, synthetic fiber mulch, netting, and mesh, are other mulching materials that may be required for specialized locations and conditions. These materials must be installed according to the manufacturer's recommendations for methods of application.

R. After the seed has been properly covered, the seedbed shall be immediately compacted by means of an approved lawn roller weighing 40 to 65 pounds per foot of width for clay soil (or any soil having a tendency to pack) or weighing 150 to 200 pounds per foot of width for sandy or light soils.

17. LAWN MAINTENANCE:

A. Within the contract limits, the contractor shall produce a dense, well established lawn. The contractor shall be responsible for maintaining the lawn until acceptance by the owner or owner's authorized representative.

B. Maintenance shall include but may not be limited to watering, weeding, and fertilizing as necessary as well as the repair and re-seeding of all eroded, sunken or bare spots (larger than 12"x12") until certification of acceptability by the owner or owner's representative. Repaired seeding shall be accomplished as in the original work (including re-grading if necessary).

18. ACCEPTANCE:

A. A stand of grass shall be considered acceptable when the turf cover is at least 95%. The Contractor shall re-sod and otherwise maintain the grassed areas until the stand of grass has reached a uniform height of 3 to 4 inches and a state of uniform species maturity. Annual grasses and grain weeds shall not be considered part of the cover percentage, and seeding stands shall not be considered acceptable until the stand reaches a state of uniform post-seeding maturity for the specified species of permanent lawn grass.

SCALE: N.T.S.

TREE PLANTING DETAIL

SECTION

GENERAL NOTES:

-CONTRACTOR SHALL HAVE MISS UTILITIES LOCATE ALL UTILITIES IN THE PLANTING AREA PRIOR TO BEGINNING PLANTING OPERATIONS. ANY CONFLICTS WITH PROPOSED PLANTING SHALL BE REPORTED IMMEDIATELY TO THE STORE MANAGER AND ENGINEER / LANDSCAPE ARCHITECT BEFORE ANY PLANTING OPERATIONS ARE TO BEGIN.

-THESE DETAILS ARE THE MINIMUM PLANTING STANDARD FOR CONTAINER or BALLED & BURLAPPED DECIDUOUS AND EVERGREEN TREES UP TO 2-1/2" IN CALIPER.

-ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT COLLAR IS APPROXIMATELY 1" HIGHER THAN EXISTING GRADE .

Prune to remove suckers.

2-3 times the width of the root ball

Leave undisturbed soil pedestal and prepare planting pit 2-3 times the width of the root ball.

(2) (1)

Original soil backfill; (1) partially backfill around root ball, water to settle soil, (2) then finish backfilling. Use soil additives only when required for special conditions.

Flare side wall of planting pit at a minimum 2:1 slope and scarify existing soil wall.

Undisturbed soil subgrade.

B&B planting - remove ropes, top half of burlap and entire wire basket.

Container planting - remove container and butterfly or cut any circling roots.

Mulch with 3" of shredded hardwood mulch. Keep mulch at least 3" away from base of trunk, mulch entire planting bed.

Remove all tags after inspection.

Provide single, straight dominant central leader.

Prune dead or damaged branches in accordance with acceptable horticultural practice.

DO NOT CUT CENTRAL LEADER

Form soil saucer to retain water. minimum of 4" ht. continuous around planting pit.

delete use in planting beds.

ArborTie green staking and guying material is to be flat woven polypropylene material. 3/4" (19.05mm) wide 900 lb. break strength.

Install per manufacturers recommendation.

SECTION SCALE: N.T.S.

GENERAL NOTES:

-THIS DETAIL IS THE MINIMUM PLANTING STANDARD FOR CONTAINER SHRUBS LESS THAN 48" IN HEIGHT AT

INSTALLATION.

-ALL SHRUBS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT COLLAR IS AT THE SAME GRADE, OR SLIGHTLY HIGHER, THAN EXISTING GRADE IN ACCORDANCE WITH ACCEPTED HORTICULTURAL PRACTICE.

Leave undisturbed soil pedestal and prepare planting pit 2-3 times the width of the root ball.

Undisturbed soil subgrade.

Flare side wall of planting pit at a minimum 2:1 slope and scarify existing soil wall.

Mulch with 3" of shredded hardwood mulch. Keep mulch at least 3" away from base of stem/trunk.

Original soil backfill; (1) partially backfill around root ball, water to settle soil,

(2) then finish backfilling. Use soil additives only when required for special conditions.6"

Container planting - remove container and butterfly or cut any circling roots.

Remove all tags after inspection.

Prune dead or damaged branches in accordance with accepted horticultural practice.

2-3 times the width of the root ball

(1) (2)

SHRUB PLANTING DETAIL

Flag all tree ties with brightly colored flagging.

2" X 2"X 24" P.T. wood stakes. provide 3 in a radial pattern. Nail ArborTie to stake. See typical staking layout.

TREE STAKING PLAN VIEW

TREE TRUNK

GUY WIRE

STAKE

120°

SECTION SCALE: N.T.S.

TABLE 3.32-E

(REVISED JUNE 2003)

PERMANENT SEEDING SPECIFICATIONS FOR COASTAL PLAN AREAS

SEED1

LAND USE SPECIES APPLICATION RATES

Minimum Care Lawn (Commercial or Residential)

Tall Fescue1 or Bermudagrass1

175-200 lbs.

75 lbs.

High-Maintenance Lawn

Tall Fescue1 or Bermudagrass1 (seed) or Burmudagrass1 (by other vegetative establishment method, see Std. & Spec. 3.34)

200-250 lbs.

40 lbs. (unhulled)

30 lbs. (hulled)

General Slope (3:1 or less)

Tall Fescue1

Red Top Grass or Creeping red Fescue Seasonal Nurse Crop2

128 lbs 2 lbs

20 lbs TOTAL: 150 lbs

Low-Maintenance Slope (steeper than 3:1) tall Fescue1

Bermudagrass1

Red Top Grass or Creeping red Fescue Seasonal Nurse Crop2

Sericea Lespedeza3

93-108 lbs.

2 lbs.

0-15 lbs.

20 lbs.

TOTAL: 150 lbs.

2 - use seasonal nurse crop in accordance with seeding dates as stated below:

FERTILIZER & LIME

● Apply 10-20-10 fertilizer at a rate of 500 lbs./acre (or 12 lbs./1,000 sq. ft.)

● Apply Pulverized Agriculture Limestone at a arate of 2 tons/acre (or 90 lbs./1,000 sq. ft.)

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.

PLANTING BED TRENCH EDGING NOTE:

1. TRENCH EDGE SHALL BE LOCATED BETWEEN PLANTING BED AND ALL TURF /

SOD AREAS.

2. MAINTAIN POSITIVE DRAINAGE IN ALL PLANTING BEDS.

3. SEE NOTES THIS SHEET FOR TYPE OF MULCH.

MULCH 3" DEPTH

TRENCH EDGE

NOT TO SCALE

CITY OF NORFOLK

3.6

4.4

4.5

0.8

1.8

2.8

3.5

3.6

3.2

1.8

0.7

0.6

0.7

0.9

1.4

2.1

2.9

2.8

2.4

2.0

0.9

0.5

0.7

1.1

1.6

2.1

2.3

2.1

1.8

1.3

0.4

0.6

0.8

1.2

1.6

1.8

1.6

1.4

0.9

0.3

0.4

0.6

1.0

1.3

1.5

1.4

1.3

1.1

0.3

0.5

0.8

1.0

1.2

1.3

1.4

1.5

1.6

0.4

0.6

0.8

1.0

1.3

1.5

1.6

1.9

2.1

2.2

0.2

0.4

0.5

0.7

0.9

1.3

1.7

1.9

2.2

2.6

2.9

3.3

0.2

0.3

0.5

0.6

0.8

1.6

1.8

2.0

2.5

3.1

3.7

4.3

4.7

0.3

0.5

0.6

1.0

1.9

2.0

2.2

2.5

3.1

3.9

4.1

4.3

0.7

0.8

1.6

2.3

2.4

2.5

2.8

3.4

3.5

3.1

1.0

2.5

2.9

2.8

2.7

2.5

2.4

2.7

2.4

3.9

3.4

2.9

2.2

2.0

2.1

1.9

3.1

4.4

4.1

3.6

2.7

2.0

1.7

1.6

1.4

2.1

3.3

3.4

3.2

2.3

1.7

1.5

1.3

1.2

1.0

1.9

2.4

2.7

2.6

2.0

1.5

1.3

1.1

1.0

0.8

1.7

1.9

2.2

2.1

1.8

1.4

1.2

1.0

0.8

0.6

1.3

1.5

1.7

1.6

1.4

1.2

1.0

0.8

0.7

0.9

1.1

1.3

1.4

1.5

1.4

1.2

1.0

0.9

0.6

0.7

1.0

1.2

1.4

1.5

1.6

1.5

1.4

1.3

0.4

0.5

0.7

1.0

1.3

1.6

1.8

1.9

1.8

1.6

0.4

0.6

0.9

1.2

1.7

2.1

2.4

2.3

2.1

0.2

0.4

0.6

0.9

1.3

1.8

2.4

2.9

2.8

0.3

0.5

0.7

1.0

1.4

1.8

2.6

3.5

3.8

4.2

0.6

0.7

1.0

1.3

1.6

1.9

2.6

3.6

4.0

4.4

0.9

1.1

1.3

1.5

1.7

2.0

2.6

3.1

3.2

3.3

1.2

1.4

1.7

1.9

2.0

2.1

2.3

2.6

2.5

2.3

1.5

1.9

2.2

2.4

2.3

2.1

2.0

1.8

1.5

2.4

2.8

3.0

2.6

2.1

1.9

1.7

1.5

1.4

3.7

3.6

2.9

2.2

1.7

1.4

1.2

1.0

4.4

3.9

3.1

2.2

1.5

1.1

0.8

0.7

3.9

3.3

2.9

2.1

1.4

1.0

0.7

0.5

2.7

2.5

2.4

1.9

1.4

0.9

0.6

0.4

1.9

1.8

1.5

1.2

0.8

0.6

0.4

1.2

1.4

1.3

1.2

1.0

0.7

0.5

0.4

0.6

1.0

0.9

0.8

0.7

0.5

0.4

0.5

0.4

0.2

0.3

1.0

0.4

0.6

0.9

1.3

1.6

2.0

0.6

2.0

2.4

3.2

4.2

0.7

0.8

4.1

4.0

2.7

0.7

0.9

2.4

2.0

1.3

0.8

1.7

1.5

1.1

0.8

1.1

0.9

A A

10/02/2023

C E

L L P

H O

N E

A I T

I N

L O

P R

E P

A R

O R

N O

R F

O L K

I R

P O

U T

H O

R I T

GRAPHIC SCALE:

P H

O T

O M

E T

L A

E101

1" = 30'-0" 30' 15' 0' 60'30' 90'

SCALE: 1" = 30'-0"

Statistics

Description Symbol Avg Max Min Max/Min Avg/Min

Calc Zone #1 1.7 fc 4.7 fc 0.2 fc 23.5:1 8.5:1 Calc Zone #2 1.5 fc 4.2 fc 0.2 fc 21.0:1 7.5:1

Combined Stats #1 1.7 fc 4.7 fc 0.2 fc 23.5:1 8.4:1

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text V

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text H

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text

KEYEN P. MEARS

AutoCAD SHX Text Lic. No. 0402064935

AutoCAD SHX Text

DATE

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text No.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SHEET NUMBER

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

KHA PROJECT

AutoCAD SHX Text

4525 MAIN STREET, SUITE 1000, VIRGINIA BEACH, VA 23462

AutoCAD SHX Text

PHONE: 757-213-8600 FAX: 757-213-8601

AutoCAD SHX Text

WWW.KIMLEY-HORN.COM

AutoCAD SHX Text

VIRGINIA

AutoCAD SHX Text

NORFOLK

AutoCAD SHX Text 116465006

AutoCAD SHX Text

SITE PLAN - PHOTOMETRICS

AutoCAD SHX Text

JEB

AutoCAD SHX Text

KPM

AutoCAD SHX Text

RAM

10/02/2023

L L

P H

O N

A I T

I N

O T

P R

E P

A R

O R

N O

R F

O L

I R

P O

U T

H O

R I T

G E

N E

R A

O T

E S

E G

E N

A N

B B

R E

V I A

T I O

N S

E001

GENERAL ELECTRICAL NOTES

GENERAL: UNLESS SPECIFICALLY INDICATED OTHERWISE, ALL WORK

SHOWN ON ELECTRICAL DRAWINGS IS NEW WORK TO BE PROVIDED

UNDER THIS CONTRACT.

COORDINATION: COORDINATE AND COOPERATE WITH ALL TRADES ON

THE PROJECT. THE CONTRACTOR SHALL REVIEW ALL CONTRACT

DOCUMENTS INCLUDING CIVIL, STRUCTURAL, ARCHITECTURAL DRAWINGS

AND SPECIFICATIONS. CONTRACTOR SHALL COORDINATE AND ADJUST

ACCORDINGLY AS DIRECTED BY THE ENGINEER.

AS-BUILT DRAWINGS: SECURE AN EXTRA SET OF ELECTRICAL DRAWINGS

TO BE KEPT ON SITE AND MARK, DAILY, THE DRAWINGS IN RED AS THE

PROJECT PROGRESSES IN ORDER TO KEEP AN ACCURATE RECORD OF

ALL DEVIATIONS BETWEEN THE WORK SHOWN ON THE DRAWINGS AND

THE WORK WHICH IS ACTUALLY INSTALLED. THESE MARKED DRAWINGS

SHALL REFLECT ANY AND ALL CHANGES AND REVISIONS TO THE ORIGINAL

DESIGN WHICH EXISTS IN THE COMPLETED WORK. DELIVER THE MARKED

DRAWINGS TO THE ENGINEER AT PROJECT CLOSE-OUT.

TESTS: TEST ALL WIRING FOR CONTINUITY AND GROUNDS BEFORE

CONNECTING ANY FIXTURES OR DEVICES. PERFORM INSULATION

RESISTANCE TESTS ON ALL WIRING #6 OR LARGER TO ENSURE THAT ALL

PORTIONS ARE FREE FROM SHORT-CIRCUITS AND GROUNDS.

INSPECTIONS: ARRANGE ALL NECESSARY INSPECTIONS. DELIVER ALL

REQUIRED INSPECTION CERTIFICATES TO THE OWNER.

ELECTRICAL SERVICE: PROVIDE THE ELECTRICAL SERVICE.

COMMUNICATE WITH THE [LOCAL POWER COMPANY] [CONTRACTING

OFFICER], VERIFY ALL REQUIREMENTS, AND COORDINATE ALL EFFORTS.

GROUNDING: PROVIDE GROUNDING IN ACCORDANCE WITH THE NEC FOR

THE ENTIRE ELECTRICAL SYSTEM INCLUDING EQUIPMENT FRAMES

CONDUITS, SWITCHES, CONTROLLERS, WIRE-WAYS, NEUTRAL

CONDUCTORS, AND OTHER EQUIPMENT. PROVIDE A GROUNDING

CONDUCTOR IN ALL POWER CONDUITS.

SHORT CIRCUIT AND COORDINATION STUDY: CONTRACTOR SHALL BE

RESPONSIBLE FOR HAVING A SHORT CIRCUIT AND COORDINATION STUDY

COMPLETED FOR THE AS-BUILT ELECTRICAL DISTRIBUTION SYSTEM

BASED UPON ACTUAL EQUIPMENT AND FEEDER LENGTHS INSTALLED. THE

STUDY SHALL BE COMPLETED WITH STANDARD COMMERCIAL SOFTWARE,

AND INCLUDE RECOMMENDED SETTINGS FOR ALL ADJUSTABLE DEVICES.

THE STUDY SHALL BE PERFORMED BY A LICENSED PROFESSIONAL

ENGINEER.

LABELS: PROVIDE LABELS FOR ALL SWITCHBOARDS, SWITCHBOARD

BREAKERS, PANELBOARDS, CABINETS, SAFETY SWITCHES,

MOTOR-DISCONNECT SWITCHES, AND MOTOR CONTROLLERS. LABELS

SHALL BE MACHINE ENGRAVED, LAMINATED PLASTIC, PERMANENTLY

ATTACHED WITH SELF-TAPPING SCREWS OR RIVETS. DO NOT USE

SELF-ADHESIVE LABELS. LABEL SHALL INDICATE EQUIPMENT

DESIGNATION AND ASSOCIATED PANEL AND CIRCUIT THAT SERVES IT.

J-BOX LABELING: LABEL ALL JUNCTION BOXES WITH PERMANENT

MARKER IDENTIFYING CIRCUIT NUMBER AND PANELBOARD OF CIRCUITS

WITHIN.

WIRING DEVICES: LABEL ALL WIRING DEVICES WITH PANELBOARD AND

CIRCUIT DESIGNATION [PERMANENTLY ATTACHED WITH BLACK TYPED

DESIGNATION ON CLEAR TAPE] [PERMANENTLY ENGRAVED IN

COVERPLATE TO MATCH HOSPITAL STANDARD. PROVIDE SAMPLE FOR

OWNER APPROVAL].

PANEL DIRECTORY: PROVIDE UPDATED TYPEWRITTEN PANELBOARD

DIRECTORY CARD IN EACH PANELBOARD WITH CIRCUIT LOAD

INFORMATION AND ROOM NUMBER CLEARLY IDENTIFIED. USE ACTUAL

ROOM NUMBERS IN THE BUILDING, NOT THE ROOM NUMBERS SHOWN ON

THE CONTRACT DRAWINGS, AS THEY ARE OFTEN DIFFERENT.

CONDUCTORS AND MATCHING LUGS: IN SITUATIONS WHERE

CONDUCTOR SIZES AND/OR QUANTITIES OF PARALLEL SETS HAVE BEEN

INCREASED DUE TO VOLTAGE DROP OR FOR OTHER REASONS,

CONTRACTOR SHALL PROVIDE THE APPROPRIATE LUG SIZES/QUANTITIES

WITHIN THE EQUIPMENT CONNECTED (SWITCHBOARD, PANELBOARD,

DISCONNECT SWITCH, TRANSFER SWITCH ETC.) TO PERMIT

SATISFACTORY CONNECTION OF THE INDICATED CONDUCTORS. WHERE

SUFFICIENT LUG SIZES AND/OR QUANTITIES CANNOT BE PROVIDED TO

ACCOMMODATE THE CONDUCTORS INDICATED, THEN PROVIDE REDUCING

ADAPTERS, PIN TERMINALS, OR A JUNCTION BOX TO SPLICE LARGER

CONDUCTORS TO APPROPRIATELY SIZED SMALLER CONDUCTORS TO FIT

INTO THE LUGS PROVIDED. ALL CONDUCTORS SHALL BE SIZED IN

ACCORDANCE WITH THE NEC.

CONNECTION DETAILS: SECURE APPROVED SHOP DRAWINGS SHOWING

WIRING DIAGRAMS, ROUGH-IN AND HOOK UP DETAILS FROM OTHER

INVOLVED CONTRACTORS FOR EQUIPMENT WHICH MUST BE CONNECTED

ELECTRICALLY.

WORKING CLEARANCE: COORDINATE FINAL LOCATIONS OF ELECTRICAL

EQUIPMENT WITH MECHANICAL DUCTWORK, PIPING ETC. AND ENSURE

WORKING CLEARANCE REQUIRED BY NEC WILL BE MET. SUFFICIENT

ACCESS AND WORKING SPACE SHALL BE PROVIDED AND MAINTAINED

AROUND ELECTRICAL EQUIPMENT AS REQUIRED BY THE NATIONAL

ELECTRICAL CODE. CONTRACTOR SHALL COORDINATE FINAL LOCATION

OF EQUIPMENT PROVIDED AND INSTALLED BY OTHER TRADES.

LIGHTING CONTROL TESTING: UPON COMPLETION OF THE INSTALLATION

OF ALL LIGHTING SYSTEMS AND CONTROL DEVICES, CONTRACTOR SHALL

CONFIRM PROPER OPERATION OF ALL LIGHTING CONTROLS, AND

DEMONSTRATE PROPER OPERATION TO THE [OWNER AND/OR ENGINEER]

[CONTRACTING OFFICER].

MOUNTING HEIGHTS: MOUNTING HEIGHTS INDICATED ARE FROM THE

FINISHED FLOOR TO THE CENTERLINE OF THE WIRING DEVICE UNLESS

OTHERWISE NOTED. MOUNTING HEIGHTS OF LIGHTING FIXTURES ARE TO

THE BOTTOM OF THE FIXTURE UNLESS OTHERWISE NOTED.

CLEAN UP: ON PROJECT CLOSE-OUT CLEAN ALL ELECTRICAL DEVICES,

LIGHTING FIXTURES, LENSES, AND REMOVE ALL PAINT SPATTERS FROM

DEVICES, FIXTURES AND PLATES. REPAIR ALL INOPERATIVE LIGHTING

FIXTURES.

OWNER STANDARDS: ALL WORK SHALL COMPLY WITH THE OWNER'S

PUBLISHED STANDARDS WHICH ARE AVAILABLE DIRECTLY FROM THE

OWNER.

ABBREVIATIONS

A AMPERE

BFG BELOW FINISHED GRADE

C CONDUIT

CB CIRCUIT BREAKER

CKT CIRCUIT

DE DOMINION ENERGY

EC EMPTY CONDUIT

FLA FULL LOAD AMPS

GND GROUND

KAIC THOUSAND AMPERE

INTERRUPTING CAPACITY

KVA KILO-VOLT-AMPERES

KW KILO-WATTS

LPW LUMENS PER WATT

LTG LIGHTING

MCA MINIMUM CIRCUIT AMPS

MCB MAIN CIRCUIT BREAKER

MFR MANUFACTURER

MIN MINIMUM

MLO MAIN LUGS ONLY

MOCP MAXIMUM OVER-CURRENT

PROTECTION

MTD MOUNTED

N NORMAL

NEC NATIONAL ELECTRICAL CODE

NIC NOT IN CONTRACT

NTS NOT TO SCALE

P POLE

PF POWER FACTOR

PL PROPERTY LINE

PNL PANEL

Ø PHASE

PRI PRIMARY

SCH SCHEDULE

SE SERVICE ENTRANCE

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

V VOLT

W WATTS/WIRE

AREA SITE LIGHTING FIXTURE

ELECTRICAL PANELBOARD

ELECTRICAL CIRCUIT RUN IN CONDUIT AND CIRCUIT HOMERUN TO

PANELBOARD (PANEL AND CIRCUIT DESIGNATION AS INDICATED). AS A

MINIMUM CONDITION, EACH SINGLE PHASE CIRCUIT SHALL HAVE 1 #12 PHASE

CONDUCTOR, 1 #12 NEUTRAL CONDUCTOR AND 1 #12 GROUNDING CONDUCTOR

IN 1/2" CONDUIT. PROVIDE ADDITIONAL PHASE CONDUCTORS AS REQUIRED

FOR "MULTIPLE PHASED" ELECTRICAL LOADS. PROVIDE NEUTRAL CONDUCTOR

TO ALL WALL SWITCH OUTLET BOXES WHETHER REQUIRED OR NOT. PROVIDE

ADDITIONAL "SWITCH LEG" CONDUCTORS TO PROVIDE THE LIGHT FIXTURE

CONTROL INDICATED. MULTIPLE SINGLE PHASE CONDUCTORS MAY BE

GROUPED TOGETHER IN A COMMON CONDUIT IN ACCORDANCE WITH THE NEC

AND AT THE CONTRACTOR'S DISCRETION. GROUNDING CONDUCTORS MAY BE

SHARED AS ALLOWED BY THE NEC. NEUTRAL CONDUCTORS SHALL NOT BE

SHARED. MULTI-POLE BREAKERS SHALL BE PROVIDED IN ACCORDANCE WITH

THE NEC WHERE MULTI-WIRE BRANCH CIRCUITS ARE REQUIRED. CONDUIT

LARGER THAN 1/2" AND CONDUCTORS LARGER THAN #12 SHALL BE AS

INDICATED.

LIGHTING

GENERAL

NEW WORK NOTE SYMBOL

DEMOLITION NOTE SYMBOL

ELECTRICAL LEGEND

AND

POWER

ASHRAE 90.1

VECC CHAPTER 4 - PRESCRIPTIVE

VECC CHAPTER 4 - PERFORMANCE

ENERGY CODE COMPLIANCE PATH

CONCRETE BASE DETAIL

Ø B"

A BPOLE HT.

8' - 12'

13' - 20' 21' - 30' 31' - 40'

36" 42" 72" 78"

24" 16" 12"

30"

24"

12"

1 #6 BARE

10'-0" LONG x

3/4" DIA.

COPPER CLAD

GROUND ROD

1" CHAMFER

PROVIDE NON-SHRINK

GROUT, PACKED UNDER

POLE BASE TO INSURE FULL

CONTACT WITH FOOTING

AND PREVENT LOOSENING

OF LEVELING NUTS.

PROVIDE WEEP HOLES FOR

DRAINAGE.

CAST ALUMINUM BASE COVER

LEVELING NUT

AND WASHER

POLE SHALL HAVE AN EPA

RATING GREATER THAN OR

EQUAL TO THE SUM OF ALL

FIXTURES MOUNTED TO IT, AT

AN ULTIMATE WIND RATING OF

130mph.

#3 (ASTM A615 GRADE 60)

HORIZONTAL REINFORCING

BARS AT 12" OC

#4 (ASTM A615 GRADE 60)

VERTICAL REINFORCING

BARS AT 6" OC

HOT DIPPED GALVANIZED

ANCHOR BOLTS, SIZE PER POLE

MANUFACTURER REQUIREMENTS

COARSE GRAVEL SETTING BED

CONCRETE, 28-DAY

COMPRESSIVE STRENGTH

NOT LESS THAN 4000 PSI

CIRCUIT CONDUCTORS & CONDUIT

TO POWER SOURCE OR NEXT

POLE. SEE PLAN SHEETS FOR SIZE

AND NUMBER OF CONDUITS INTO

FOUNDATION

LIGHTING FIXTURE, (TYP)

REINFORCED HANDHOLE WITH

COVER AND STAINLESS STEEL

SCREWS

TERMINATE CONDUIT

INTERNALLY, ADJACENT

TO HANDHOLE

SQUARE STRAIGHT STEEL,

BLACK POLE

LED AREA FIXTURE

LUMINAIRE DESCRIPTION:

1. HOUSING: SINGLE PIECE DIE CAST ALUMINUM.

2. DR1000mA POWER FACTOR >90% AND THD <20%.

3. FIXTURE HAS 2 LIGHT ENGINES - 4000K, 70 CRI MOUNTED TO A METAL-CORE CIRCUIT

BOARD AND ALUMINUM HEAT SINK.

4. REFLECTOR: FORMED ANODIZED ALUMINUM.

5. OPTICS: PRECISION-MOLDED ACRYLIC LENSES.

6. FINISH: ELECTROSTATIC POWDER COATING. FINISH COLOR BY ARCHITECT.

7. RATINGS: U.L. LISTED FOR WET LOCATIONS. EPA: 1.2, ENCLOSURE CLASSIFIED IP66 PER

IEC 529 AND TESTED IN ACCORDANCE WITH IESNA LM-79 AND LM-80 STANDARDS.

DETAIL BASED ON LITHONIA, "DSX1 LED P5 40K 70CRI T4M" SERIES

TYPE LUMENS LAMP TYPE VOLTAGE MOUNTINGINPUT WATTS

POLE MOUNTED, 20' AFG120/277138TYPE IV17,894A

BUG RATING:

TYPE 3 B2-U0-G2

13"

33"

7.5"

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text V

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text H

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Apr 2, 2024.