HomeMy WebLinkAboutSDP202200007 Plan - Approved 2022-12-14SITE DATA:
TAX MAP PARCEL AND OWNER INFO: PARCEL(S) 05600-00-00-03200 AND 05600-00-00-032AO
YOUSEF LC
5717 BROWNSVILLE ROAD
CHARLOTTESVILLE, VA 22903
TOTAL PARCEL AREA: 2.56 ACRES (PARCELS 5600-32 AND 5600-32AO COMBINED)
LIMITS OF DISTURBANCE: 1.84 ACRES
ZONING: HIGHWAY COMMERCIAL (HC)
OVERLAY DISTRICTS: ENTRANCE CORRIDOR
STEEP SLOPES - MANAGED
MAGISTERIAL DISTRICT: WHITE HALL
SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: BASED ON FIELD SURVEY BY JENNING STEPHENSON
P.C. DATED 1/29/21.
VERTICAL DATUM REFERENCE: NAVD 88
UTILITIES: PUBLIC WATER AND SEWER
DRAINAGE DISTRICT: STOCKTON CREEK SUPPLY WATERSHED
DEEDS & EASEMENTS: D.B. 249 PG.399 - R/W DEDICATION
D.B. 3471 PG. 399 - BMP MAINTENANCE AGREEMENT
D.B. 249 PG. 399 & D.B. 250 PG. 266 - R/W DEDICATION
PLATS: D.B. 300 PG. 348 - EXISTING IMPROVEMENTS AND PROPERTY LINES
ZONING SITE REQUIREMENTS:
USE
CURRENT: COMMERCIAL BUSINESSES
PROPOSED: 101,722 SF 3-STORY SELF -STORAGE BUILDING W/ BASEMENT
SETBACKS
FRONT: 10' MINIMUM FROM PUBLIC STREET RIGHT-OF-WAY (CROZET AVE. AND ROCKFISH GAP TPKE)
SIDE AND REAR: 10' MINIMUM FROM PUBLIC STREET (CROZET AVE. AND ROCKFISH GAP TPKE)
BUILDING HEIGHT
MAXIMUM ALLOWABLE BUILDING HEIGHT: 65 FT (HIGHWAY COMMERCIAL DISTRICT)
PARKING
REQUIRED PARKING:
BASED ON NUMBER OF STORAGE UNITS
P1=0.89*(#OF UNITS / 100) + 2.5
=0.89*(750/100)+2.5=9.2
BASED ON SQUARE FOOTAGE
P2=0.07*(1,000SFGFA)+4
=0.07*(97)+4=10.8
TOTAL PARKING REQUIRED: 11 SPACES
PARKING PROVIDED: 12 SPACES (INCLUDING 2 ADA VAN SPACES)
IMPERVIOUS AREA
EXISTING IMPERVIOUS AREA: 0.44 ACRES
PROPOSED IMPERVIOUS AREA: 1.07 ACRES
NEEDED FIRE FLOW
PROPOSED BUILDING SQUARE FOOTAGE: 101,722 SF
BUILDING CONSTRUCTION TYPE: IIB (SPRINKLED)
REQUIRED FLOW BASED ON VA STATEWIDE FIRE PREVENTION CODE, APPENDIX B,
TABLES B105.1(2) AND B105.2: 7,000 GPM
7,000 GMP X 0.25 (FOR SPRINKLED BUILDING) = 1,750 GPM
SANITARY SEWER
AVERAGE DAILY DRY WEATHER SEWAGE FLOW: 53 GPD
IN-SERVICE DATE: SUMMER 2023
NOTES:
1. LANDSCAPING SHALL BE PROVIDED PURSUANT TO SECTION 32.7.9 OF THE COUNTY ZONING
ORDINANCE AND THE ARB DESIGN GUIDELINES.
2. SITE LIGHTING SHALL BE PROVIDED PURSUANT TO SECTION 4.17 OF THE COUNTY ZONING
ORDINANCE AND THE ARB DESIGN GUIDELINES.
ZONING NOTES
1. FINAL DESIGN OF THE RETAINING WALLS MUST BE SUBMITTED AND IS SUBJECT TO THE APPROVAL OF
THE COUNTY ENGINEER AND THE BUILDING DIVISION PRIOR TO APPROVAL OF THE VSMP
APPLICATION.
FIXTURE COUNTS:
2 TOILETS, 2 VANITIES, 1 MOP SINK, 1 DRINKING FOUNTAIN
VEHICLE TRIP GENERATION
SIGNATURE PANEL:
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNING & ZONING
ENGINEERING
INSPECTIONS
E911
DEPARTMENT OF FIRE AND RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF TRANSPORTATION
VIRGINIA DEPARTMENT OF HEALTH
ARCHITECTURAL REVIEW BOARD
APPROVAL DATE
.,&� �(4�0ZL
C:RO;F.Emr! ELF
FINAL SITE PLAN
SDP202200007
(INITIAL SITE PLAN SDP202100081)
ALBEMARLE COUNTY, VIRGINIA
n
Submittal Type
Reviewed and Approved by the
Comm, Inity Development Department
Date_._._LZ Z o L L
File# soPZO Z1,0 0007
Signature
FEBRUARY 2, 2022
VICINITY MAP
SCALE 1":1000'
OWNER:
YOUSEF LC
5717 BROWNSVILLE ROAD
CHARLOTTESVILLE, VA 22903
DEVELOPER:
MERCHANTS RETAIL PARTNERS, LLC
2801 HIGHWAY 280 SOUTH, SUITE 345
BIRMINGHAM, AL 35223
CONTACT: ANDREW LEWIS
PHONE: 205-329-3934
ENGINEER O F I ECORD:
TIMMONS GROUP
608 PRESTON AVENUE, SUITE 200
CHARLOTTESVILLE, VA 22903
CONTACT: CLINT SHIFFLETT, P.E.
TELEPHONE: 434-327-1690
Sheet List Table
Sheet Number Sheet Title
C0.0 COVER
C1.0 NOTES AND DETAILS
C1.1 NOTES AND DETAILS
C1.2 NOTES AND DETAILS
C2.0 EXISTING CONDITIONS & DEMOLITION PLAN
C4.0 LAYOUT AND UTILITY PLAN
C5.0 GRADING AND DRAINAGE PLAN
C7.1
UTILITY PROFILES
C7.2
DRIVEWAY & SIGHT DISTANCE PROFILES
L1.0
LANDSCAPE PLAN
L2.0
LANDSCAPE NOTES AND DETAILS
L3.0
SITE LIGHTING AND PHOTOMETRIC PLAN
L4.0
SITE LIGHTING CUT SHEETS
TOTAL NUMBER OF SHEETS: 13
Location ROCKFISH GAP TPKE CROZET
Pressure Zone 'Crozet Service Area
Date and Time of Test 8/25/20219:56:00 AM
Minutes of Flow 2:
Pipe Size (Inches) 8
Pressure Hydrant 10098:
Static Pressure (psi) 101.2I
Residual Pressure (psi) 54.7:
Q20 Looped Q2.0 Multiple 1-line Hydrants '
(120 Single Flow L..I Sprinkier'Fe.st Single Flow
Flow Hydrant #1 10099 Pitot Pressure #1 (psi)
37.3Yellow 1 D Test Flow 1 353,
Flow Hydrant #2 11521 Pitot Pressure #2
Y (Psi)
39 Yellow 2 Test Flow 2 1053
Flow Hydrant 0 10097: Pitot Pressure #3 (psi)
23.7' Yellow 3 Test Flow 3 810
Total Estimated.Flow (gpmj 161<a
AWWA:Q20 CalculaUoq;(.gpm)
INis'.alt.e Irl QZ() Ind cotes insufficient pressure drop for Q20 off a Sol_ sprink,e( te5t.)
Comments
... ................__.-......._........_. - __ _.......
Hydrants opened all the way.
for ,etfwd of caltuiating pilot flow (;ith 1 red Vollx,d Jilfu.,ef; see etl. 13, Walski and lutes arLidc
J990 Journal hlaoagelnent and
Upelat;c 5 AWINA. Fur ye:r:w pollard diffusersa best fit thittl order pulynun:lal cyuatlun of tVc
used.
VWIard flow vs. pitot pr ufe gauge is
Estimated Consumption (gal) 5 1132;
For use for `:rater audit
Signature of Tester:
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LEGEND
ROADS SEWER
EXISTING SANITARY SEWER
STORM PIPE & STRUCTURE NO.
® DROP INLET & STRUCTURE NO. WATER
CURB
CURB & GUTTER
{�
BENCH MARK
CLEARING LIMITS
............. 200 ................
EXISTING CONTOUR
200
PROPOSED CONTOUR
+ 240.5
EXISTING SPOT ELEVATION
TC 240.5
PROPOSED SPOT ELEVATION
0
PARKING COUNT
t<°h.................................... EXISTING WATER LINE
f`n A nrnir'
TC = TOP OF CURB
BC = BACK OF CURB
EP = EDGE OF PAVEMENT
TW = TOP OF WALL
BW = BOTTOM OF WALL
TS = TOP OF STAIRS
BS = BOTTOM OF STAIRS
N/A = NOT APPLICABLE TO THIS PROJECT
GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL
1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK
PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION.
2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS
AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00
EROSION AND SEDIMENT CONTROL REGULATIONS.
3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING.
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES.
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT
LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN
TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO
PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY.
7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING
ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.
8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE.
9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING
EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE
MADE IMMEDIATELY.
10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA.
11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF
ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS.
12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28.
13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE.
14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:00AM
TO 9:OOPM.
15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO
MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO
ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE.
16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER
MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE
SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY.
17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE
MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH
AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE
APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR.
18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE
LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED
AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND
CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS
TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR.
19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO
STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE
VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF
GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED
IMMEDIATELY.
20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE
STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL
INSPECTOR.
21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER
PROTECTION ORDINANCE SECTION 17-204G.)
22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND
DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B)
of �rrfl.r
COUNTY OF ALBEMARLE
Deparlrnent or Community Development
.!:
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Construction Record Drawings (As -built) for VSMP
The following is a list of information required on construction record drawings for
stormwater facilities (reference Water :Protection Ordinance 17-422). It is preferable that the
construction record dravving be prepared by someone other- than the designer. Please do not
provide design drawings as construction record dravvings.
A. A signed and dated professional seal of the preparing engineer or surveyor.
B. The name and address of the firm and individual preparing the drawings on the title sheet.
C. The constructed location. of all items associated with each. facility, and the inspection records to verify
proper dimensions, materials and installation. The items include, but are not limited to the following:
1. Inspection Records and photographs for pipe trenches and bedding, including underdrains.
2.. Video Pipe Inspection for any pipes which are not accessible or viewable.
3. Updated Location with geo-coordinates of all facilities.
4. Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities.
5. Current physical and topographic survey for all earthen structures. Ponds should include a survey
of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be. required .
for alterations from the design.
6. Plants, location and type.
7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the
installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s),
inlet and outlet protection, alignment and invert elevations compared to design.
8. Computations: For significant deviations from design, provide sealed computations verifying that
the as -built condition is equivalent or better than design.
9. Ditch Lines - Display the constructed location of all ditch lines and channels, .including typical.
sections and linings.
10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage
must be within platted easements. Provide copies of recorded documents.
1:1. Guardrail, fences or other safe,' Ty provisions -.Display the constructed location of all safety
provisions; fences, guardrail, inc lUng the type, length and applied end treatments, compared to
design.
12. Material layers -- hiofilter rriedial� stone 1-8yers, _send.1ayers, keyways and cores mast be verified Is to
material types and depths. Include inspection reports, boring or test pit reports and materials
certifications. Biofilter m clia mu t be an approved state mix.
13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable.
1.4. Compaction reports are required to verify fill compaction in clams.
15. Manufacturers certifications for proprietary .BMP's certifying proper .installation. and functioning.
I
GENERAL NOTES
BLASTING NOTES
1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT.
THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS
SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES
2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF
TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE
3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE
PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. PRESENT DURING CONSTRUCTION OF DAMS.
4. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES.
BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER
5. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN
6. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR.
CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION.
7. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY ALBEMARLE COUNTY FIRE PREVENTION NOTES
CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE
EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL 1
AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS.
8.
ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. PRIOR TO TYING -IN 2
PRIVATE STORMWATER PIPES, VIDEO INSPECTION OF EXISTING STORMWATER PIPES IS REQUIRED TO CONFIRM
CONDITION. 3
9.
ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76.
PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT
STANDARDS AND SPECIFICATIONS.
10.
IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING
DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 4
11.
ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED.
12.
ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 5
13.
DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE
RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL 6
ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY
THE ENGINEER. 7
14.
CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF
CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT
FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT
SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE 8
FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE
DEVELOPMENT.
15.
CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE
TRUNK LINES. (N/A)
16.
THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE
COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE.
17.
VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE
ADDITIONAL FACILITIES AS DEEMED NECESSARY,
18.
VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED
FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S
REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE
SURFACE COURSE(S).
19.
A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF
0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS.
20.
THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE
FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS.
21.
THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND
PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S).
CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE
SURFACE COURSE(S).
22.
A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL
PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A)
23.
ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO
CONDITIONING OF THE SUBGRADE.
24.
CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL
MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS.
25.
APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A
PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT
MAINTAINED RIGHT OF WAY. (N/A)
26.
GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A)
27.
ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN .A MINIMUM SLOPE OF 0.004 ft./ft.
28.
WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7,
THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A)
29.
CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH
THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL
FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS
TRAFFIC ON STATE ROADS.
30.
ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE
2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, 2010 ADA STANDARDS FOR ACCESSIBLE
DESIGN, AND ICC/ANSI A117.1-03.
31.
THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT.
32.
HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES.
33.
ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE
PLACED AT THE END OF THE DAY.
34.
VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED.
35.
ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS
AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. ACCESSIBLE PARKING SPACES SHALL BE
LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL FROM ADJACENT PARKING TO AN ACCESSIBLE BUILDING
ENTRANCE. IN PARKING FACILITIES THAT DO NOT SERVE A PARTICULAR BUILDING, ACCESSIBLE PARKING SPACES SHALL BE
LOCATED ON THE SHORTEST ROUTE TO AN ACCESSIBLE PEDESTRIAN ENTRANCE TO THE PARKING FACILITY. WHERE
BUILDINGS HAVE MULTIPLE ACCESSIBLE ENTRANCES WITH ADJACENT PARKING, ACCESSIBLE PARKING SPACES SHALL BE
DISPERSED AND LOCATED NEAR THE ACCESSIBLE ENTRANCES. ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND
ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI Al17.1-09 AND THE 2015 VIRGINIA
CONSTRUCTION CODE.
36.
ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS.
37.
BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO
APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM
ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION
PROJECTS AT 540-562-3580 x131.
38.
ALL WATER, SEWER, AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY
TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). THE ALBEMARLE COUNTY BUILDING INSPECTIONS
DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER
SERVICE PIPE, AND THE SPRINKLER LEAD-IN CONNECTION. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A
SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE
VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING
SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METERS)/BUILDING(S). THE SPECIAL
INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT
PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED.
39.
CONTACT ACSA 3 DAYS PRIOR TO ESTABLISHING A CONNECTION TO THE ACSA WATER MAIN.
ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING
ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS
DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE
REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF
VDOT.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION
CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL -.VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF
3:1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER,
OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE
CONSTRUCTION INDUSTRY (29 CFR PART 1926).
10. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN
HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC.
11. ALL WATER LINES, SEWER LINES AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION
PERFORMED BY THE BUILDING DEPARTMENT.
SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES CONDITIONS A HAZARD AND THESE AREAS SHALL BE
DESIGNATED WITH "NO SMOKING" SIGNS PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE.
AREAS WHERE SMOKING CAN OCCUR SHALL HAVE APPROPRIATE RECEPTACLES FOR DISCARDED SMOKING MATERIALS
PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE.
PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR ACCESS FOR FIREFIGHTING SHALL BE PROVIDED AT
ALL CONSTRUCTION AND DEMOLITION SITES. PROVIDE ACCESS TO WITHIN 100' OF TEMPORARY OR PERMANENT FIRE
DEPARTMENT CONNECTIONS AND HAVE NO OVERHEAD WIRING OR OTHER OVERHEAD OBSTRUCTIONS LOWER THAN 13'-6".
THIS ACCESS MA BE VIA PERMANENT OR TEMPORARY ROAD, BUT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS IN
ALL WEATHER CONDITIONS.
CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE PLAINLY VISIBLE FROM THE FRONTAGE STREET DURING
CONSTRUCTION PER THE VIRGINIA STATEWIDE FIRE CODE.
AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACE AND AVAILABLE AS SOON AS
COMBUSTIBLE MATERIALS ARRIVE ON SITE.
WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH DAY AND DISPOSED OF
IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE.
FIRE EXTINGUISHERS SHALL BE PROVIDED, ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED
(WITH NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL), IN EVERY STORAGE AND CONSTRUCTION
SHED, AND IN AREAS OF SPECIAL HAZARDS, SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS ARE STORED OR
USED, IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE.
OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL COMPLY WITH THE VIRGINIA STATEWIDE FIRE
PREVENTION CODE AND SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE MARSHAL'S OFFICE.
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DRAWN BY
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CHECKED BY
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SCALE
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JOB NO.
48757
SHEET NO.
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BOLLARD DETAIL
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All ^"\METER STEEL
FILLED WITH
RETE. BOLLARD
L BE PAINTED
OW
DAVEMENT
2'-0" DIAMETER
".-ONC. FOOTING
EXIST GRAD METAL INSPECTION FRAME W/ SOLID LID
(NEENAH R-1975 OR EQUIVALENT)
3" CONCRETE COLLAR
CRUSHED STONE BEDDING
6" DI CLEANOUT
PL UG AT END
OF LINE
CLEANOUT DETAIL
No Scale
SIGNAGE NOTES:
1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH
THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY
REVISION THERE TO:
A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES.
C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE
SPECIFICATIONS.
D. THE 2018 INTERNATIONAL FIRE CODE.
2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE
FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER
CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN
NOTE 1 ABOVE.
3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND
INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND
INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR.
24"
SOLID WHITE LINE
(TYP.)
STOP
12'
STD. (VARIES)
RI -1
NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL
HIGH INTENSITY SHEETING NO SCALE
SOLID WHITE LINE
2' -I 2'
(TYP.) (TYP.)
STRIPING AND SIGNAGE DETAIL
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a e ¢
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5'
CURB TRANSITION DETAIL
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EXPANSION JOINT WITH
PREMOLDED EXPANSION 1/4" SEALANT
FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH
EQUIV., SEAL WITH WWF 6x6 W2.9xW2.9
SILICONE SEALANT 211
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'. ..... � o -_Z�-- --= J: -' 10" 3,000 PSI AIR ENTRAINED PORTLAND
CEMENT CONCRETE
d
6" TYPE 21A STONE COVER
COMPACTED SUBGRADE (CBR 11.2)
DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS
HEAVY DUTY CONCRETE SECTION
No Scale
SIGN
6'-8" MIN.
SIGN AND POST DETAIL
No Scale
STD. U POST
GALVANIZED
REFER TO VDOT STD STP-1 DETAIL
FOR MOUNTING REQUIREMENTS
RESERVED RESERVED
PARKING PARKING
PENALTY PENALTY
S`I00 - W ICE $M - W RE
TOW AWAY LC! TOW AWAY ZA
VAN
6'-8" MIN. ACCE 6-8" MIN.
ABOVE ABOVE
FINISHED FINISHED
GRADE GRADE
SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR
PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING
SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE)
WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL
BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE.
VA. SIGN FOR THE DISABLED ON 0.80 GAUGE
ALUMINUM. COLORS: GREEN BORDER &
LEGEND, BLUE SYMBOL FOR ACCESSIBILITY,
WHITE BACKGROUND.
PARKING SIGNS FOR THE DISABLED
No Scale
,CONCRETE BUMPER BLOCK
ANCHOR WITH 5/8" REBAR
IMBEDDED 24" IN GROUND
HANDICAP SIGN
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HANDICAP SPACES
TYPICAL PARKING SPACE DETAILS
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1.5"-2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A
EXISTING AGGREGATE BASE
COMPACTED SUBGRADE
\\/A\/\�/\�/\�/\�/,
MILL AND OVERLAY SEQUENCE:
REMOVE EXISTING ASPHALT. COMPACT AND
ROLL TEST EXISTING BASE COURSE. THEN PLACE
NEW ASPHALT SURFACE.
MILL AND OVERLAY PAVEMENT SECTION
No Scale
CONCRETE BUMPER BLOCK
AS NOTED ON C4.0 & C4.1
HANDICAP SIGN
LOCATION (VAN)
I
I \ FACE OF
CURB
18'
4"
PAINTED
STRIPE
(TYPICAL)
91
REGULAR SPACE
ni r-P
6' LENGTH
ANCHOR WITH 5/$" REBAR
IMBEDDED 24" IN GROUND;
2 PER WHEEL STOP
PRECAST CONCRETE WHEEL STOP
No Scale
TOP OF CURB
1
VDOT STANDARD CG-2 CURB
No Scale
6" MIN.
—6" 6"
COMPACTED
SUBGRADE
I m
VDOT A-3 CONCRETE
CONTINUE 21 B STONE BASE FROM
ADJACENT PAVEMENT SECTION
UNDER CURB, 6" MIN. DEPTH
CONC CURB AND GUTTER CLASS 3A,
(fc=3,000 PSI) CONCRETE
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CONTINUE 21 B STONE
BASE FROM ADJACENT
PAVEMENT SECTION
UNDER CURB
VDOT STANDARD CG-6 CURB & GUTTER
No Scale
2" ASPHALTIC CONCRETE SURFACE
COURSE - SM-9.5A
8" TYPE 21-B AGGREGATE SUBBASE COURSE
`— COMPACTED SUBGRADE
(PER GEOTECHNICAL REPORT)
�._... : .
..:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:....j DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS
LIGHT DUTY ASPHALT PAVEMENT SECTION
No Scale
:.........................:.......,......_.......:...........:..,.........____.......... 2" ASPHALTIC CONCRETE SURFACE
COURSE - SM-9.5A
3" INTERMEDIATE BASE COURSE - BM25.OA
o 0 0 0 0
8" TYPE 21-B AGGREGATE SUBBASE COURSE
NON -SLIP BROOM FINISH
VARIABLE WIDTH'
MAX. CROSS SLOPE 2%
`j.......�7- 7 - ... ..- --- ------------------- ---- u--------. ----- -- ------ ... .................... Y.................. ... .... `
\/\--- 4 . /\�//\........
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4" 3,000 PSI AIR -ENTRAINED
CONCRETE
COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER
NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH VDOT STANDARDS.
DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS
CONCRETE SIDEWALK PAVEMENT SECTION
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DATE
21212022
DRAWN BY
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DESIGNED BY
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CHECKED BY
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GENERAL
PB-1
Is-1
1. METHOD "A" PIPE BEDDING SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE
APPLICABLE HEIGHT OF COVER RANGE NOTED IN THE STANDARD PC-1 TABLES UNLESS
OTHERWISE NOTED ON THE PLANS.
2. H - HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE.
J�
3. b - EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SOIL.
CIRCULAR PIPE
1. D - OUTSIDE DIAMETER OF PIPE.
2. d - INSIDE DIAMETER OF PIPE.
3. X - WIDTH OF CLASS 113ACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE.
i
X - 12" WHERE d IS LESS THAN 36".
X . 18" WHERE d IS 36" AND GREATER.
4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL. MAY BE ELIMINATED FOR
NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE)
-
30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS.
i
5. REGULAR BACKFILL MATERIAL. MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR
i
ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) 30" AND
LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS.
6. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER
SLOT INLET (DI-13) OUTLET PIPES INSTALLATIONS.
ELLIPTICAL PIPE='=.
°
1. S 1 - OUTSIDE SPAR! DIMENSION OF PIPE.
� r
2. S2 - INSIDE SPAN DIMENSION OF PIPE.
ZTRANSITION
.4
°
3. R - OUTSIDE RISE DIMENSION OF PIPE.
BETWEEN
PIPE DIAMETERS WHEN
4. X - WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE.
DIFFERENT SIZES OF
PIPES ARE ENCOUNTERED.
X - 12" WHERE S 2 IS LESS THAN 36".
X - 18" WHERE S2 IS 36" AND GREATER
5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR
NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR
LESS AND HEIGHT OF COVER 15' OR LESS.
6. REGULAR BACKFILL MATERIAL. MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR
ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE 32 1S 38" OR LESS AND NOTES -
HEIGHT OF COVER 15' OR LESS. SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH
THIS ORNNING IS TO APPLY TO THOSE STRUCTURES SPECIFIED
PIPE ARCH ON PLANS OR 'WHERE INVERT OF PIPE IS ABOVE INVERT OF
STRUCTURE.
SHAPE TO ELEVATION
OF MID -POINT OF
LARGEST PIPE.
SHAPE TO
CONTOUR I I
Of PIPE !
I
I
I
/ I
9 SLOPE TO DRAIN TO INVERT
OF OUTLET PIPE
SECTION A -A
METHOD OF TREATMENT IN DROP INLETS
SLOPE TO DRAIN
TO INVERT OF
OUTLET PIPE
MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED
1. S -SPAN DIMENSION OF PIPE. IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. °
THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A
2. R - RISE DIMENSION OF PIPE. PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR ,
CLASS C1,EXCEPT THAT 25Z OF COARSE AGGREGATE MAY BE v j
3. B SEE PC 1 TABLE FOR APPLICABLE PIPE MATERIAL UP TO 4' IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK,
BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE ( : •; :•: ::.
4. x WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE 1 !: `
x - 12" WHERE S2 IS LESS THAN 36". OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED.
x - 18" WHERE S2 IS 36" AND GREATER
DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE °
5. WHERE DIRECTED BY THE ENGINEER, BEDDING MATERIAL MAY BE ELIMINATED FOR PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED
NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 35" OR INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET
LESS AND HEIGHT OF COVER 15' OR LESS. CONFIGURATION AND FLOW LINES. SECTION B-B
6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR
ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S IS 35" OR LESS AND
HEIGHT OF COVER 15' OR LESS.
SPECIFICATION -kVDOT XV00-r-
REFERENCE INSTALLATION O F PIPE CULVERTS & STORM SEWERS ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS
302 GENERAL NOTES REVISION DATE SHEET 1 OF i SHEET 1 OF i REVISION DATE
303 VIRGINIA DEPARTMENT OF TRANSPORTATION 107,00 106.08
CRIMP AND ROLL END OF COPPER PIPING
REMAINING COPPER PIPE TO BE VERTIC
24"
SHUT --OFF CORPORATION STOP
42" MIN.
TYPICAL SERVICE TAP ABANDONMENT
NTS
FIG. W-6B
REMAINING BACKFILL SHALL
NOT CONTAIN ROCK MATERIAL
36"MIN LARGER THAN 5" IN ANY
DIMENSION
24"MI
INTIAL BACKFILL*
8"MIN (6" LIFTS)
EMBEDMENT
* THOROUGHLY COMPACTED
SPRING LINE
BY HAND OR APPROVED
OF PIPE
MECHANICAL TAMPER
HAUNCHING
NO. 68 STONE
BEDDING 6" max
4" m i n
FOUNDATION (SHALL BE
REQUIRED WHEN SOIL
CONDITIONS ARE UNSTABLE
ALL PIPE)
NOTE
1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE
BACKFiLLED ENTIRELY WITH NO. 21 A STONE,
2, FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED
AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68
STONE SHALL BE PROVIDED'
3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"
BEDDING OF NO. 68 STONE
TYPICAL SEWER PIPE
INSTALLATION IN TRENCH
NTS
FIG. S-3
PIPE SLOT
(2(2 PLACES)
PLAN
METHOD OF TREATMENT IN MANHOLES
STANDARD METHOD OF SHAPING SPECIFICATION
REFERENCE
MANHOLE & INLET INVERTS
302
VIRGINIA DEPARTMENT OF TRANSPORTATION
DI-1 %2 SECTION CAST IRON -r{-. - %2 SECTION STEEL 01-3A, 38, 3C
EXPANSION KEYED
2,-7„ NOTES FOR DETAILS OF INLET JOINT CONST. BARS 'S APPROACH
LUGS TO BE 1'-31/" L 2%2" x 2%21/4"" x "
CAST 'WITH 1. DEPTH OF INLET (H) TO BE SHOWN ON
COLLAR 10'-4" LONG PLANS. FOR DEPTH GREATER THAN 10' USE
STANDARD DI-1A
A -- A B
a}• N n
OPTIONAL N
BRACE RIBS
rn
2, 7„ 19y
CAST i GALY.
IRON I STEEL
66 ±
43.6 LEIS
3 LBS I
INCLUDING INCLUDING
LUGS (CONNECTOR
,
{B
2. THE "H" DIMENSION SHOWN ON THE
STANDARDS AND SPECIFIED ON THE PLANS
___llll
WILL BE MEASURED FROM THE INVERT OF
ONE WELDED
THE OUTFALL PIPE TO THE TOP OF THE
JOINT
STRUCTURE. PLAN "H" DIMENSIONS ARE
APPROXIMATE ONLY FOR ESTIMATING
WELD ALL
PURPOSES AND THE ACTUAL DIMENSIONS
CONNECTORS
SHALL BE DETERMINED BY THE
TO COLLAR
CONTRACTOR FROM FIELD CONDITIONS.
3. WHEN SPECIFIED ON THE PLANS THE
INVERT IS TO BE SHAPED IN ACCORDANCE
WITH STANDARD IS-1. THE COST OF
FURNISHING AND PLACING ALL MATERIALS
INCIDENTAL TO THE SHAPING 1S TO BE
WCLUDED IN THE BID PRICE FOR THE
4'-2" %Z' x 1%2" x 4"J I %z' x 4" STRUCTURE.
STUD SHEAR
PLAN LUGS 12" 9�z" CONNECTORS 4. 1N THE EVENT THE INVERT OF THE
�
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BAR C
I
/
SUBBASE
2„
_ _
HARDWARE
-
BARS F
CLOTH
+
I
WEEP HOLE.
o
I
SEE NOTE 8
I
�
STEPS.'SE
NOTE 5
B„ z, P„
4, r
SECTION A -A
ii000
J " 1 OUTFACE IS THAN THE �"A.
(GRATE REMOVED) �
SEE DETAIL A . BOTTOM OFF STRUCTURE,
THE STRUCTURE, THE INVERT r L-VARIABLE MAX. 20' i KEYED CONST. JOINT
2" WARPED
- 1.
OF THE STRUCTURE SHALL BE SHAPED
�8 WITH CEMENT MORTAR TO PREVENT 2' 0" $" 2' 6" 8 3 0' K 2 APPCUTTER
ROACH
a a SECTION B-B STRUCTURESTANDING THENCOST OFDING OF WURNISHINGATER IN H£ r+ < GUTTER
COLLAR DETAIL 1 AND PLACING ALL MATERIALS INCIDENTAL z a BARS A
_ _ I l
CTTERING RAISED TO INLET SHAPING IS TO BE INCLUDED o -
2�z„ IN THE BID PRICE FOR THE STRUCTURE. _ 8,
5. STEPS ARE TO BE PROVIDED WHEN H ISBARSI ! - - - - - -- _ _ _ _ _ _ _ _ _ _ _ _ _ _ 7
DIMENSIONS FOR DUMP NO WASTE DRAINS TO WATERWAYS 4'-0" OR GREATER. FOR DETAILS SEE G I 0 ` ,
CAST IRON ONLY STANDARD ST-1. _ - _r -
DETAIL B I � BARS F -BARS E L,r-B �'+ co • -'� BARS £
6. THIS ITEM MAY BE PRECAST OR CAST �3" DIAMETER
IN -PLACE. I WEEP HOLE BARS B
DETAIL A D l I FRONT ELEVATION BARS F
4'-2" HARDWARE 2 6 ' 7. #4 X 8" SMOOTH DOWELS AT - - - - - - (GUTTER REMOVED)
1' 3° SEE DETAIL B
CLOTH APPROXIMATELY 12" C-C TO BE 1/a
2'-7" I PLACED iN ALL AREAS ADJACENT ,
4" DEPTH AGGR. TO ABUTTING CONCRETE TO PREVENT �i• A 5XI/4" BENT PLATE-�� - SECTION B-B
#68, #78 OR SETTLEMENT. IN LIEU OF DOWELS 8" t 8 li
ww ww Qc fE8 x 6" }%/LOTH A 2"X4" NOTCH MAY BE PROVIDED. `�
as aa- '' `�g `� SEE STANDARD T-DI-3,4 FOR N
o ? 3" DIAMETER ALTERNATE DESIGN. /q" R
�. �, COLLAR WEEP HOLE TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 71 CG-7 STANDARDS. � - L2/2 X2/2 X/�
N SEE NOTE 8 HIM
11tlII EETIII IIf1II ;n 8. 3" DIAMETER WEEP HOLE WIT 12"X12" TYPE N T N! GALVAPItZEO
_ z z z z 12„ � � � U U U � N PLASTIC HARDWARE CLOTH V4" MESH E 6 USE DETAIL SHALL BE USED WITH CG 2 & CG 6 STANDARDS. TYPE A TYPE 8 - t/z" X 4" STUD SHEAR CONNECTOR WELDED
g BREHM
OR GALVANIZED STEEL WIRE MINIMUMOR 24" WIRE DIAMETER 0.03", NUMBE`R 4 MESHGALVANIZED PLATE FOR TYPE A TU BE BENT ON API PNGLE OF 68°30' TO ANGLE IRON AT 2'C-C.
cgTo °0r� HARDWARE CLOTH ANCHORED FIRMLY CONNECTORS AND IS TO BE ANCHORED WITH I/Z' X 4" STUD SHEAR NOSE DETAILS
n N iv n o- TD THE OUTSIDE OF THE STRUCTURE. WELDED TO BENT PLATE AT 2'C-C.
2"
9. CAST IN PLACE CONCRETE IS TO BE APWARPED T
a p p p CLASS A3 (3000 PSD. PRECAST DI-3A L DI-38 L DI-3C L PAVEMENT
CONCRETE !S TO BE 4000 PSI. ICI -
11/Z' 1► "� D 2" 10. ANY ALTERNATE METHODS OF ANCHORAGE /
SECTION A -A SEE DETAIL B tl ' MEETING THE APPROVAL OF THE ENGINEER �ftts
CONCRETE QUANTITIES FOR MIN. DEPTH MAY BE SUBSTITUTED FOR THE CAST IRON
LUGS AS SHOWN HEREON. = x x z ;
12" CONCRETE PIPE - 1.440 CU. YD. CONCRETE APPROXIMATE WEIGHT I I FLOW FLOW I FLOW r-0"
CONCRETE PIPE - 1,528 CU. YD, CONCRETE 11/i' �T„ CAST IRON 11. DUMP NO WASTE DRAINS TO WATERWAY
15" CO
18" CONCRETE PIPE - 1.620 CU. YD. CONCRETE -.-� �. _I GRATE 363 ± 18 LEIS LETTERING IS REQUIRED ON ALL 01-1 DETAIL WHEN USED
24" CONCRETE PIPE - 1.817 CU. YD, CONCRETE GRATES. LOCATION OF LETTERING MAY
SECTION C-C SECTION D-D VARY BY MANUFACTURER. FOR USE ON GRADES ADJACENT TO CURB
ADDITIONAL COOTDOF DEPTH. GRATE DETAIL FOR USE IN .SAGS WITHOUT GUTTER
BOTH SIDES TO BE SYMMETRICAL
XVDOT SPECIFICATION \VDOT SPECIFICATION
STANDARD DROP INLET REFERENCE STANDARD CURB DROP INLET REFERENCE
ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1 REVISION DATE 12" - 24" PIPE( MAXIMUM DEPTH (H) - 101 233 SHEET I OF 2 REVISION DATE 12" - 30" PIPE( MAXIMUM DEPTH (H) - 8' 233
302 VIRGINIA DEPARTMENT OF TRANSPORTATION 302
104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 104.09 08/ 10
cc I PB 1 NOTE: WHEN A PEDESTRIAN ACCESS ROUTE NO PROJECTION OF PIPE ABOVE GROUND LINE
CROSSES A COMERCIAL ENTRANCE
THE CROSS SLOPE SHALL BE 2X FOR A WIDTH OF 5 FEET. TOP OF FILL TOP OF FILL TOP OF FILL
x I
/� _--- ---- ------- --- - - - _------- - ------- - -- -----
AXSTREET APPROACH SAME SURFACING GENERAL NOTES _ ___ _ -- - -- -- _ + - - - -----_ ---
(RADIUS TO BE AS o C AS MAINLINE ROADWAY (SEE NOTE 3) -- GROUNO LINE =L GROUND LINE --E
SHOWN ON PLANS) ( v, I 1. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 - """- ----"-"-""-- - - = =--------- - - - ----- __- _
- - - - - - q (RADIUS TO BE AS OR CC-7, THE CURB FACE ON THIS STANDARD IS 'TO r -.rr, rrr U --__ - -,.t
r I-t
SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB I jnEDI =I r�,'rrr= rrr � �=�J • 1 1�1 --`•r :,,•� ,., rrrr i1 =11 =11 =
-
CONFIGURATIONN. -'Ik= Tl jrrr rrrrl=lit I'r Il r,�r' rrrr�I-II' I;-11 . r j� •Ir 111 "
CO-2 DR cG-s -1- �-"
(SEE rloiE " II=1 rrr rr, 1 1 11=E rr, r, -I-( ;•r, rrr _I �,
31 : EARTbc Iji: r. S CROCK UR -EARTH
UNYIELDING
2. SEE STANDARD CG 12 FOR CURB R PAP DESIGN TO BE a* r t a SOIL c' �X _1I1
0 SIDEWALK USED 5411Ft THIS STANDARD. a '.� I( nl I t I� BEDDING --- - I I l
ISIDE`NALK I - - - - - MATERIAL
(SEE w
I NOTE 5) a I =T;' / _! 9 i -- - -/ - I I
F OPTIONAL UNPAVED SPACE I I-' I_IIIII}.II I L
3. MANLINE PAVEMENT SHALL BE CONSTRUCTED TU THE \-'
u� FLOW LINE R/W LINE (EXCEPT fr!'f SUBGRADE STABILIZATION MIN. tAIN.1/10 D�-
- - - -rJ -} -----� REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE MIN. i/10 D X D X BEDDING Ii10 D- ( X D X �-BEDDIrNG _ D -
EXPANSION ---- OMITTED IN THE ENTRANCE.) MATERIAL � - ---- -'T { MATERIAL ___� � X � 0 zl x'
EXPANSION -
JOirdT ---- I JOINT /2 PER 1' OF H
4. RADIAL CURB OR COMBINATION CURB AND GUTTER MIN. 8", MAX. 24" FOUNDATION SOFT, YIELDING, OR
NOTE: WIDTH "B" 2'-0" OR AS UP MAINLINE ROADWAY EXCEPT FOR REPLACEMENT SHALL NOT BE EPURPOSES. D BEYOND THE R/'11 LINE NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL
SHOWN ON TYPICAL SECTION. A-_ I
PLAN VIEW ENTRANCE NOTES PIPE PROJECTION ABOVE GROUND LINE
5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE MIN_._ 1.5 x D MiN. 1.5 x D ) . MIN. 1.5 x 0 MIN. 1.5 x D 1 £ MIN. 1.5 x D � F MIN. 1.5 x D _
TURTLING REQUIREMENTS OF' ANTICIPATED HEAVY TRUCK ,l --
MAINLINE ROADWAY SLOPE TRAFFIC, [VIE DEPTH FOR SIDEWALK & CURB RAAPS TOP OF FILL r-• TOP OF F: LI TOP OF FILL
10' PARABOLIC CURVE (ErNTRANCE ONLY) 7 ',`nTHIr! THE LtMITS OF THE RADu SHOULD BE -- ----- �' ---------- - -- --- ---- ---------
I S
INCREASED SED 0 (SEE CO-13)
EDGE OF PAVEMENT OR -- ------ - - -- -- -- -- - -_ -
GRADE CHANGE - - - D 6. PLANS ARE TO INDICATE WHET! CONSTRUCTION OF A FLOW l____-. --_ - - - - - -- -- - x - --- - - -z _ - - ------
OPTIONAL FLOW LINE ® D (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS _ - ---- -- - - -- --- _ -- - --- --
- NOTE 7) THE ENTRANCE. r' r, /'- err,, ter.: rrrr�r. • _ jrrrjrrrr'rr ter, rrrrrr�rrj.�rrjr
MAINLINE ROADWAY -- -- - - - - -.. _.- - ---
_ r, rrr rrr, - rj�rrj rrr, : rr. rrrrrr,�rrrj �rrjrrrrr --
rr ,I:
8% MAX. - -. D 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES %rrr I • -
GRADE CHANGE- ® - - ''r r . - f+ = r, rrr, -rr, rrrjrrrr'
"D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE j.
i GROUND '-
0 TABLE THESE VALUES ARE NOT APPLICABLE TO STREET I•: � O Y - - �- A : GROUND rr y,,�,•rr rrrr� r.•r -_ R UN _ - O� C 0 D
CONNEC'NpNS. c _::�� : LINE _' ` UNE� o `v -- -UNE
5' lsirJ. 20' MINIMUM FOR ( - _- " '� :' _ _
COMMERCIAL ENTRANCE INTERSECTION !=L_- - `_- = 1-17- !• x `-
NOTES _ _• °. - _ '- �,� - - - •- - �•
ON>�lIL .III=1111 II -EARTH Ir
8. WHEN CO- 1115 USED FOR STREET CONNECTIONS, THE 11;.IIIt _ ROCK UR jj/%' /
CONSTRUCT GRADE CHANCES WITH A PARABOLIC CURVE. CONNECTION )d+JST BE DESIGNED IN ACCORDANCE WITH MIN. 1/10 D -- _i--� UNYIELDING ' -�' / (IH
- _ > PER _IE.: ,_
A LSHTU POLICY AND TFIE APPLICABLE REQUIREMENTS A9J,N. 1/10 D X p ;< IIF���BEDDING SOIL --�n-I,i-,n= a i �
<- /- PAIN. I/ 10 0
OF THE `/DOT ROAD DESIGN MANUAL,IN'CLUOING STOPPING MATERIAL 1" OF H X D � o -BEDDING r�EARiH
SECTION A - A SIGHT DISTANCE AND K VALUE REQUIREMEN"TS. MIN.8", -r s.-- `-BEDDING MATERIAL
-
9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A MAX. 24" MATERIAL FOUNDATION SOFT, YIELDING, OR
-•{4"' - PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL
ACROSS THE INTERSECTION.
_ 3
BEDDING MATERIAL IN ACCORDANCE 'NITH EMBANKMENT
ALLOWABLE ENTRANCE GRADE CHANGES �// SECTION 302 OF THE ROAD AND BRIDGE NOTES:
sPEclFlcanvrls.
1• :1' FOR GENERAL NOTES ON PIPE BEDDING
GLASS A3 -
•c
' c
E.S. _��. . c•- . �, • , p, u • C. -�
CONCRETE
SECTION C-C
ENTRANCE VOLUME
GRADE CHANGE
DESIRABLE
MAXI)AUM
HIGH
MORE THAN 1500 VPD
0 %
3
MEDIUM
500-1500 VPD
5 3 %
6 %
LOW
LESS THAN 500 VPD
5 6 %
8
CLASS L BACKFILL MATERIAL IN ACCORDANCE
::;E :
L-
REGULAR BACKFILL MATERIAL IN ACCORDANCE
WITH SECTION 302 OF THE ROAD AND BRIDGE
SEE INSTALLATION OF PIPE CULVERTS
WITH SECTION 302 OF THE ROAD AND BRIDGE
SPECIFICATIONS.
AND STORM SEW-RS GENERAL NOTES
SPECIFICATIONS.
ON SHEET 107.00.
E J FOR PLASTIC PIPE
1
FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL
N ACCORU WCE SYtTH SECTION 302 OF THE ROAD
CRUSHED GLASS CONFORMING TO THE
6" MINIMUM CLASS I BACKFILL MATERIAL PLACED DIRECTLY
OVER PIPE AND 6" REGULAR BACKFILL MATERIAL.
AND BRIDGE SPECIFICATIONS.
SIZE REQUIREMENTS FOR CRUSHER RUT!
AGGREGATE SIZE 25 AND 26 MAY BE
OR 12" OF CLASS I BACK FILL MATERIAL.
USED IN PLACE OF CLASS I BACKFILL.
IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE
NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT SPECIFICATIONS.
APPLICABLE TO STREET r_UNNEC'T1ON5
A COPY 0 THE ORIGINAL f L D AND SIGNED DRAWING IS ON FIL IN THE CENTRAL OFFICE. SPECIFICATION
REFERENCE
METHOD OF TREATMENT
SPECIFICATION lVDOT VDOTRQAD AND BRIDGE STANDARDS INSTALL. OF PIPE CULVERTS AND STORM SEWERS REFERENCE
ROAD AND BRIDGE STANDARDS SHEET t OF 4 REVISION DATE '' ' I 302
(CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET I OF 1 CIRC. PIPE BEDDING AND BACKFILL - METHOD A
502 07/19 VIRGINIA DEPARTMENT OF TRANSPORTATION 303
VIRGINIA GEPARTPAENi OF TRANSPCRTAi10N 07'/15 20304 07.01
PLACE 5' GALVANIZED WITNESS " POST WITH
CAPPED ENDS PAINTED BLUE IN REMOTE AREAS
o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT
COVER LIFT NOTCH TO HIGHWAY DEPARTMENT APPROVAL.
112 3/8" FINISHED GRADE
WATER
Q
„I E
,- II ADJUSTABLE TRAFFIC RATED
VALVE BOX W/ LID
CAST IRON LID Z u
14-
z N
N
NOTES.-
(1) A 1-'3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS.
TYPICAL METER BOXES
(5/8"-1"METERS)
NTS
FIG. W- 7
M.J. GATE VALVE
WATER LINE
4
1q
2500 P. S.I.
CONCRETE �' 2'x 2' BEARING AREA.
THRUST BLOCK 4
•d a Q
' Q
NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SiX (6) INCHES ABOVE GRADE,
TYPICAL GATE VALVE
NTS
FIG. W--5
1" COMPRESSION x 3/4"
OR APPROVED EQUAL
NOT
NO
DUAL_ SERVICE
SINGLE SERVICE
NOTE:
1) SADDLES SHALL BE USED ON PVC PIPE.
LOCKWING
BALL \
VALVE \
(INLET It\
OUTLET)
36" MIN.
1 /8 BEND COUPLING r�
FOR USE ON ATTACHED SINGLE FAMILY
RESIDENTIAL SERVICES OR DUAL RESIDENTIAL
AND IRRIGATION SERVICES.
s" rr
)k1PRE55iflPd x 3/4" PdALE PIPE COUPLING
PPROVED EQUAL
FOR USE ON DETACHED SINGLE FAMILY
RESIDENTIAL SERVICE WHERE AN IRRIGATION
METER IS NOT PROVIDED.
�_--CAST IRON LID
FINISHED GRADE
12"-1
METER
BOX
.. COPPERS£ -TTER
'-CORPORATION STOP BRICK AS
--'-•-
;`' NECESSARY
SAND OR DUST UNDER , ":•:y " `-- _ VDOT SPEC. 2,03, NO. 57
BOX AND SETTER (2--INCH -_- ':;:.`:4 ;'.-�-'r'' ? .<' AGGREGATE
MINIMUM THICKNESS)
I•-YP I C A I__ S E R Vi C E LATERAL I N S TA I.___I A'TI O N
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S:\103\48757-Crozet Self Storage\DWG\Sheet\CD\48757-103-C8.1-UTILITY PROF ILES.dwg I Plotted on 10/31/2022 11:40 AM I by Kevin Flynn
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, biddipg, and/or construction staking without the express written consent of TIMMONS GROUP.
S:\103\48757-Crozet Self Storage\DWG\Sheet\CD\48757-103-C8.1-UTILITY PROFILES.dwg I Plotted on 10/31/2022 11:40 AM I by Kevin Flynn
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
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BOTANICAL NAME
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QUERCUS PHELLOS
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SHRUBS BOTANICAL NAME
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CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'
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HEIGHT VARIES
WITH PLANTS
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WALK OR STRUCTURE
VOIDS
MULCH LINE
PLANT UNDER DRIP LINE OF
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NOTE: ONLY STAKE TREES WITH
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TAMP SOIL AROUND ROOTBALL
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DRIPLINE. KEEP 4-6" AWAY FROM
TRUNK FLARE
BACKFILL PLANTING PIT WITH NATIVE
SOIL. INCORPORATE SLOW -RELEASE
GRANULAR FERTILIZER
6" SAUCER
1" COMPOST LAYER
IF FIELD GROWN CUT AWAY ALL
BALLING ROPES. REMOVE BURLAP OR
WIRE BASKET FROM TOP % OF BALL. IF
CONTAINER GROWN, REMOVE
CONTAINER AND CUT CIRCLING ROOTS
TAMP SOIL AROUND ROOTBALL BASE
FIRMLY WITH FOOT PRESSURE SO
THAT ROOTBALL DOES NOT SHIFT
REMOVE ALL DEAD, BROKEN,
DISEASED, AND WEAK
BRANCHES AT TIME OF
PLANTING
2-3" MULCH LAYER, KEEP AWAY
FROM TRUNK
1" COMPOST LAYER
PROVIDE MULCH UP AND OVER
SAUCER
6" SAUCER
REMOVE CONTAINER. SCARIFY
PERIMETER ROOTS
CROOT BALL
12GAUGE GALVANIZED WIRE
�— 3-2"x2" HARDWOOD STAKES
GALVANIZED WIRE GUY
12 GAUGE. ALLOW FOR A
SLIGHT AMOUNT OF MOVEMENT
8' 2"x2" HARDWOOD STAKE,
2'-6" MIN BELOW SURFACE.
STAKE SHALL BE DRIVEN A MIN
18" OUT FROM TRUNK AND
OUTSIDE OF ROOTBALL
2-3" MULCH LAYER TO EDGE OF DRIPLINE.
KEEP 4-6" AWAY FROM TRUNKFLARE
SET ROOTBALL FLUSH TO GRADE OR 1-2"
HIGHER IN SLOWLY DRAINING SOILS. DO
NOT COVER THE TOP OF THE ROOTBALL
WITH SOIL. ROOTFLARE SHALL BE VISIBLE
ABOVE FINISHED GRADE
6" SAUCER
BACKFILL PLANTING PIT WITH NATIVE
SOIL. INCORPORATE SLOW -RELEASE
GRANULAR FERTILIZER
1" COMPOST LAYER
PLACE ROOTBALL ON
UNEXCAVATED OR TAMPED SOIL
PLANT SCHEDULE
TREES
QTY
BOTANICAL NAME
COMMON NAME
MIN. INSTALLED SIZE
ROOT
Canopy (Sf)
ACE BUE
4
ACER BUERGERIANUM
TRIDENT MAPLE
2" CAL.
B&B
500
NYS SYL
7
NYSSA SYLVATICA
SOUR GUM
2.5" CAL.
B&B
1,057
PLA OCC
13
PLATANUS OCCIDENTALIS
AMERICAN SYCAMORE
3.5" CAL.
B&B
19,175
QUE PHE
5
QUERCUS PHELLOS
WILLOW OAK
2.5" CAL.
B&B
2,095
QUE RUB
5
QUERCUS RUBRA
RED OAK
2.5" CAL.
B&B
2,405
EVERGREEN TREE
QTY
BOTANICAL NAME
COMMON NAME
MIN. INSTALLED SIZE
ROOT
ILE SAT
21
ILEX OPACA'SATYR HILL'
SATYR HILL AMERICAN HOLLY
6'-7' HT.
B&B
2,688
FLOWERING TREES
QTY
BOTANICAL NAME
COMMON NAME
MIN. INSTALLED SIZE
ROOT
AME BBB
6
AMELANCHIER ARBOREA AUTUMN BRILLIANCE'
AUTUMN BRILLIANCE SERVICEBERRY
6'-8' HT.
B&B
780
CAR CAR
3
CARPINUS CAROLINIANA
AMERICAN HORNBEAM
6'-8' HT.
B&B
387
CER FOR
5
CERCIS CANADENSIS 'FOREST PANSY' TM
FOREST PANSY REDBUD
6'-8' HT.
B&B
620
COR FLO
15
CORNUS FLORIDA
EASTERN DOGWOOD
6'-8' HT.
B&B
1,860
MAG SWE
7
MAGNOLIA VIRGINIANA
SWEETBAY MAGNOLIA
6'-8' HT.
B&B
1791
TOTAL = 32,328
SHRUBS
QTY
BOTANICAL NAME
COMMON NAME
MIN. INSTALLED SIZE
ROOT
SPACING
CAL KAR
36
CALAMAGROSTIS X ACUTIFLORA'KARL FOERSTER'
KARL FOERSTER FEATHER REED GRASS
24" HT./SPRD.
CONTAINER
36" o.c.
COP OCC
13
CEPHALANTHUS OCCIDENTALIS
BUTTONBUSH
30" HT./SPRD.
CONTAINER
72" o.c.
ILE BUR
66
ILEX CORN UTA'BURFORDII NANA'
DWARF BURFORD HOLLY
24" HT./SPRD.
CONTAINER
48" o.c.
ILE HOO
79
ILEX CRENATA'HOOGENDORN'
HOOGENDORN JAPANESE HOLLY
24" HT./SPRD.
CONTAINER
36" o.c.
ILE GLA
42
ILEX GLABRA
INKBERRY HOLLY
24" HT./SPRD.
CONTAINER
48" o.c.
ILE WIN
39
ILEX VERTICILLATA
WINTERBERRY
24" HT./SPRD.
CONTAINER
48" o.c.
ITE NLA
48
]TEA VIRGINICA'LITTLE HENRY'
VIRGINIA SWEETSPIRE
18"-24" HT./SPRD.
CONTAINER
36" o.c.
MAH BEA
15
MAHONIA BEALEI
LEATHERLEAF MAHONIA
24" HT./SPRD.
CONTAINER
72" o.c.
MIS MOR
36
MISCANTHUS SINENSIS 'MORNING LIGHT'
MORNING LIGHT EULALIA GRASS
24" HT./SPRD.
48" o.c.
VINE
QTY
BOTANICAL NAME
COMMON NAME
MIN, INSTALLED SIZE
ROOT
SPACING
GEL CAR
19
GELSEMIUM SEMPERVIRENS
JESSAMINE ESPALIER
1 GAL.
CONTAINER
48" o.c.
GROUND COVERS
QTY
BOTANICAL NAME
COMMON NAME
MIN. INSTALLED SIZE
ROOT
SPACING
CAR PYL
267
CAREX PENSYLVANICA
PENNSYLVANIA SEDGE
4" POT
CONTAINER
18" o.c.
CAR STR
114
CAREX STRICTA
TUSSOCK SEDGE
4" POT
CONTAINER
18" o.c.
ECH PUR
132
ECHINACEA PURPUREA
CONEFLOWER
4" POT
CONTAINER
18" o.c.
HYP CAL
139
HYPERICUM CALYCINUM
CREEPING ST. JOHN'S WORT
4" POT
CONTAINER
18" o.c.
LIR BIG
83
LIRIOPE MUSCARI 'BIG BLUE'
BIG BLUE LILYTURF
4" POT
CONTAINER
18" o.c.
RUD AMP
157
RUDBECKIA AMPLEXICAULIS
BLACK-EYED SUSAN
4" POT
CONTAINER
18" o.c.
SED AUT
125
SEDUM X'AUTUMN JOY'
AUTUMN JOY SEDUM
4" POT
CONTAINER
18" o.c.
GENERAL NOTES
LANDSCAPING ALONG THE FRONTAGE OF E.C. STREETS
* per Albemarle County ARB DESIGN GUIDELINES
STREET
LENGTH
REQUIREMENTS
CALCULATIONS
REQUIRED
PROVIDED
1 LG TREE PER 35 LF
13 LARGE TREES
ROCKFISH GAP TPKE
470 LF
WITH INTERSPERSED
470/35 = 13.4
13 LARGE TREES
FLOWERING TREES
15 FLOWERING TREES
1 LG TREE PER 35 LF
CROZET AVE
167 LF
WITH INTERSPERSED
167/35 = 4.7
5 LARGE TREES
5 LARGE TREES
FLOWERING TREES
6 FLOWERING TREES
LANDSCAPING OF PARKING AREAS
* per Albemarle County ARB DESIGN GUIDELINES
REQUIREMENT
PARKING LOT SPACES
CALCULATIONS
REQUIRED
PROVIDED
1 LG. SHADE TREE PER 10
PARKING SPACES
12 PARKING SPACES
12/10 = 1.2
1 LG. SHADE TREE
4 LARGE SHADE TREES
INTERIOR PARKING LOT LANDSCAPE AREA
* per Sec. 32.7.9.6 of the Albemarle County Code
REQUIREMENTS
REQUIREMENT
PARKING LOT AREA
CALCULATIONS
REQUIRED
PROVIDED
5% GROSS PARKING AREA
6,922 SF
6,922 x .05 = 346 SF
346 SF
617 SF
TREE COVER CALCULATIONS
* per Sec. 32.7.9.8 of the Albemarle County Code
SITE AREA
REQUIREMENT
CALCULATION
REQUIRED QUANTITY
PROVIDED QUANTITY
2.56 AC (GROSS SITE
10% COVER
2.56 AC x .1 = 0.256 AC
11,151 SF
32,328 SF
AREA)
= 11,151 SF
NOTE:
-WHERE A PARKING AREA IS LOCATED SO THAT PARKED CARS ARE VISIBLE FROM AN OFF -SITE STREET, SHRUBS ARE TO
BE INSTALLED AT A MINIMUM HEIGHT OF 12".
-ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT;
THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE
OVERALL HEALTH OF THE PLANT.
PRE -CONSTRUCTION
• CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT
1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE
LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS.
NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS.
• VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO
BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL
BE VERIFIED PRIOR TO BIDDING.
• PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND
VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND
INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND
REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY
STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT
PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH
PROPOSAL FOR USE OF EQUIVALENT MATERIAL.
• PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS
AND CONTRACT SPECIFICATIONS
CONSTRUCTION/INSTALLATION
• LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS
AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY
CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT
CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK"
• LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND
CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING
THE DESIGNATION OF BOTANICAL AND COMMON NAME.
• INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING
AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT
INTERFERE WITH SIGHT DISTANCES.
• CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL
DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE
BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS
WHICH AFFECTS THE GUARANTEE.
INSPECTIONS/GUARANTEE
• UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE
CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL
VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD
PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A
FINAL INSPECTION BY THE LANDSCAPE ARCHITECT.
• ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE
FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS
INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS
RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY
OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND
THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE
CONTRACTOR
• PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR
COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT
OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE
CERTIFICATE OF OCCUPANCY.
• REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION
lull
SCOTT W. WILEY ,`
� No.1629 6�
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: I 13) ALL WELDING TO CONFORM TO: AW5 DIA MOST RECENT ED] rION.
i :
i : :4) FABRICATION MEETS AISC (AMERICAN INSTITUTE 0:7 STEEL CONSTRUCTION) QUALIrY CERTIFICATION.
� : I .
: :
: :
: 15) PROvSIONS FOR GROUNDING LOCATED AT BASE HNND HOLE.
: i I -
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: i 6)'��PAWN f.',F,1:0,:,q'i�. 41:�(�,(-'H I?A,RF.1 '�11�?AIIMS 2'01 "NUi.It';H. V) E.'At;SF "A.0'.' r'A-.Nf'!CCA�:-','�-:,',I! e fMl? IN VP,U`i��f� :'. A;I. 1�`,'S FjR'A',JSF
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.1. . .., � COLOR: DARK BRONZE TO MATCH FIXTURE
Q* VIEW " -, � , �: �, '. - -
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ANIERICAN I ITE POLL �:--_V_ lf�,,, 0%. 1--�,,-vi!�IcN DES(.'i�41110:`i _____ __ -
2800 S. I IULEN, SUYI 1: 2(10 r,R,:EC-' NAiAF: I,;.
" *�._14.18 . . . ... ` --AIL, 9Y.1c By
'
FORT Wowrij, TX 76Jo9 1011 12 BN1
& 817-924-36S2 Pit.
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l,,,PRUP91 PRyA14DCr'1'PIDENTL%_ L, = SQUARE STRAICUITSTEEL ANCROR BASE u'7�_" :";;E"
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RICTLY pRomairfom--poir PpioR i�iurreiwjinl
,I, I FRQM AHLRICM UTE KAE. I 20'x 4.0" x I I GA - )
'
I Submitted On: Nov 5, 2021 1/1 Index Page —
Subrnitted by Lighting Virginia -Central
,
:::::::::::::;:;.:.,.,X.4:::::::::::::::::::::::::::::::::.,.
:.:...........,..�o 4'.........................
............ �
:X"'I", ........................- Job Name:
_ .:.......................,
.... ............
X. " - ..............'.........
- ..
.. ..
.." L I G H T I NO::.'. Crozet Self -Storage
I ....
.. ..
-
.1 ...........
.., ..............,.-
-`
...,
-,, VIRGINJ&�i�i��
,.., 11 � Architect: TIMMONS
""': -I'9N --�i
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........... I ...................
.....................................-.-.-.-.-.-.-.-.-.-..-.�-.-
SITE LIGHTING POLE CUT SHEET
SOLID STATE AREA LIGHTING Pf1_0J_ECT__NAME_: ------------------------------------------------------------------------------------------------------------
� --- ----- - ------------
RA ZAR S E R I E S — L E D PROJECTTYPE: ....","............ -.:.:.:,.
..'...'.'..._.'.::.:.:.- �.
.......... .... . .
""""'S 0..�
"2; - �,--,--,... ... .....
- �;�f.�.,,_� 11 , �,
. x.�. .. �,f,-�4. i.-I � �_ .--- .--.---� ---g ,............
'4_4�_�;X� I I ;__---.,---.-.--i�gf.,r - ,�:�..�...............,_
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i_ / :1 ., - ,,
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S P E .. I I' I - . -1 _: . �
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t".. 1:;---l.,�%,L �jr-::,,:,..:(.-,
l; - .... � I-- if I
.
Heovy Cast low Cooper alum-inurn (A3156 olloy: <0.2�/,', oopne.r%
I- -_
assembly with Integral cooling fins.-Frie Optical Panel mounting
surface is milled Hat (surface variance . <-;-. .002:') to facilitate
thi-innir.121 transfer ofineat -to housing arid cooling fins. Solid barric-r
wall Separates opticril arid electrical cornpartments.The optical
and electrical compartments are integrated to create one
assembly. Minirriurn wall rhicknessis.1 88".
- -'r, ; r A!.:
r:; " '" ;�",! ,�; - ', " - : ,::0 : - , !�.
- .:" I. tl�"`U'�, i'.3"', %_., � :f-.i`T..' - . �j'l
.. I.: ^ , , '.1 I- : ' ' " I ' , , ' f;:� ,
Heavy cost low copper aluminum (A356 alloy; <0.2cX, copper',
' .1
CIS.Sembly With jnfE-_( r
, I .:� O c
.). (11 ,)kng ribs surrounding the electrical
cornpartment and o flat surface cm the to[) of th-i arm to
acoornmodate a Photocell receptacle. Solid barrier wall
separates optical arid electrical compartr-Zlts. The optical
cornpartment and electrical conripartm;_:%ril with the Integrated
SUPPOrt arvn cornbinte, to create one ossetribly. Minimum wall
' - .
thickness is .188l', Cast and hinged driver assembly cover is
integrofed with wiring comparti-nent cover-.
.
P L E 9, �..' -;, 1, , �:,:: %, ". ....
..,
I
Emitters (LEED's) are arro% ' /ed on a metal core PGB panel with each
(in-nitter located on a cc)pper thern-icif transfer pad and E,nclosed
by an LED refractor. LED ciplics compleic.dy sea[ eoch individual
emitter to inieet an IP66 rating. In asymmietric distributions, a (MODELS: RZWA, RZR, RZR-G & r?Zf?-MAF ')
'
rnicro-refiector inside ffi,eref!actor re -directs 'he hous el sk'.Je emi-�ier
output towards Ihe street side and func-tiOns as c.1 house side,
Shielding elemen! Refractors are injection molded H112 acrylic.
Each I _�D refirc-'nr i�- -aleid to the FiCE, over - emiffer and -11
Stihmitted On: Nov 5. 2021
,
w 10 ie use o p .abp icirs,
.-: ,
r,: 1. :'3:, *
.i! ! 1.
Elect!os�atically applied TGIC , Polyester Powder Coat on subsira-
. ie
pr.._:�pcired wilt) 20 PSI powrir wosh at I 401F. Four Step nied ir-I blast
and iron phosphate pretreatment to,, protection and pain,
adhesion. 400'F bake for maxinnum hardness and durubflity.
, .. ,_:., . . "'. :.:");j "_., iil.:�.
` 11A :*:I* .. _�_: ., ;",:�A: "'.
.0A.S* 1";�- 11.,�, - �'- - ,.:'� i . -..I.. 1.1: i. - - .:. - -I.. � ... . -
Replaces standard Electrical Housing. Fits Standard 2 3/8" O.D.
FIXTURE A -
.. 1
15, 36.5 i 3 ' 71
RZIR-0 5A 4-.;rn 92�mln 1 '6:%ni 1 167-r,
. --I
14.76' 28.25* 1 2.75' 6"-
______ RZIR ------------- � --- 3-M-nm ---- - 7;PlnN,. 1: 7--sMM -- ---- )_,�rmii ---- �
.
11.15, 22' : 2.5' 5.25
RZRM i :
I 2�!2;nnl �,_`;Tru, I 614mm 1_13inrri
---- - ' ---- .
1 1; - — ---- - -------------------- - ------ -
RVI-MIF 26,25" 1 2.5- 41
1 1 72��Mrn 1: 641nm 102"Im
hOfiZOnt`JI ter)On. AvO (2) Straps with two (2) bolts each encircle
% / 'D:-C PENDING AS OF 7119
the lower half of the 10riOn. Upper holf of the terion rin.sts or.
se:f-centering step�; that position the ongle of the 1; ii-ninaire at O',
, ., - '
..5
-1 1 .5'-', + ! or +3" up from 'he horizontal. Afl hardware is Stainless
steel. C us iMADE INN ]',,I
(�D LOS&
- - ----------- - --- --- __ - _-LISM a
1/2
Index P
PA TEN "I PENDING
- ' ' .1 � - - - ---------
,
: __ __\
. - I
.
refractors are retained by an aluniinum, fiame. Any one Panel, ol I
group of Ponels it) u iuminaire, hav,-.� the some, opiicol pciftern. LED ���
refrc A . ......... . .........
, actors produce standard siie/area distributions. Panels are — __
field replaceable and field rotatable in 90" increments. I __
i - ,
i : ... ___ ....... � __/�,
i __
------------------- - -----
, ... .. .
: ..
l...'N i, 11�:%;�.:>(...
.. .1 s.; . -I . I - ....",
.
Constant current electronic with a power factor of >.90 and a RZR-G I a !
rniniffil-ItTI, Operating temperature of -40-/-40�C. Driver(s) Ware UL -.- . _1
and cUI_ recognized and mounted directly against the Electrical 9 :
Housing to facilitate thermal transfer, held down by universal : . I D
I ;
oforrms -to facilitate easy removal. In -line torminal block,- facilitate ...
'
.
wiring between the driver and optical arrays. Drivers accept an
*
-- -
input of '120-277V, 50/601-1z or 347V-48OV, 50,60FIZ. (O - IOV .1. ______________ - - - - - _: ---
�� .... 1
- ww —
' _�'
dimmab;e driver Is :3 tandard. Driver hcjs a fritnii-nurn of ,3)KV;nt(-:irn(il . . .............. - ,
I
- , I
I
' -
�Urije P,oleclion. Lurr-irlairc. supplied with 20KVsurge proie,cior for R2R, WPM& RZR-PAAF� A �_______ _.
-__:1-1
- I.
-
,.e'd accessible installation.) jop'V;�,,,,V, ; ___ .
1 , -
- -
I . I
- >
: i 7=2_1=,...:::::::,;
.1j.:". f�7i:;T,:,j.,.-'' 7.....,
: ..:.! ... " .: : .:, -,�� i --- - ------ ------------
High output LED's ate utilized with drive. currents ranging fron) � ---- -- ---- --- B - -- -- -------- ;
- '_� la b I ea 1 n
350rnA to 1050mA, 70C17-11 Minimum, L-'D's are aval . I
Slandard Neuhal Wh;te (400-0K): or Optional Cool Whife (5000K) or RZR & RZRM f---' .;
. .
Worm While (3000K). Consult Factory for othier LED options. I D
I C�::���-....., ;
!", .."A ��;,:,-, t`-� t. -�-, .,.-)' s
PCA (Phosphor Converted Arnber) LED's uliliz(iiI, phoF,-f-.).hors -to i I
. . �� C_ - I i -1
create color output Similar to LIPS lamps and. hav(,:� a slight oulout RZR-MAF* .3. - E)
in the blue -spectral bandwidth. TRA (True Arnber) LED's uNize 'L� ,
. I I .1
rria ferial that ernits light :it-; the arriber spectra: 1�jndwid,:h Only
:lt� _+ t., C I- �
6,'A'W�_'! A% �,� I,,, 0. PC.';�kl, CA 9355 I
N_�1,661) 23��'.%W;* 1,ai1)`33-`W1 1ffqr_N U.S. ARCHIrrECTURAL
U.S. Architecturr2l Lighting ..`,.,- sk - M -
%a M I I F1111111=11 02 rl _11H H=l -
�
SITE LIGHTING FIXTURE CUT SHEETS — POLE MOUNT
m E
CD C)
M U
C'4 Vi
('4 C
< 0
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Q� E
LU - iiD
M .- .
l_- LU (>n 3:
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LU 0 Co ,--I
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RAZAR WALLMOU!'N'T-LED
/., : f � '... .
.
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- I � .
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"I I A I
�/ %�:: -,-' T 1; " A, L : -::,'_.�:_: -Sio�'..;' (;�,
'
Ca r c ,
,; -
Fleav, st low Coppe jiumin: urn (A356 ailoy: <0.2% copper)
.
,
cls�..(-.�rnbly Wi[h integn-11 cr-xAng fins. . 11(-.� 0plical Piunefl
I-nOUnting surface is milled flat (3UrIaCe varicincie <±- .003") to
facilitate thermal fransfer of:heat to housing cirici cooling fir -is.
The Optical Housing bolts to the Electrical Housing forrning a
unified assernbly.The minimum wall tnicknes5 is. I 83".
i I. ,,- ',-,� Ti,al i � _,"41 1. H (I ` i : <',: t-,: (.'-.'�
I - "" " �
Heavy cast low copper alur-wrium (A356 alloy; <0.2% copper)
assembly. Mininium wall thickness is .188". Fixture Mounflng
Plate affixes to r-nounling surface, over a recessed jbox.
-
.
Electrical � lousing onchors of) The top edge of the M;):.Inling
Plate and stainless steel recessedscicket hecid screws tighten
the Eiectrical Housing to the Mounting Plate from trie bottom.
PLECY, ;,;1P`::*K"1��1 ,--,,..��r--,� 1: L.c.
_,:- ,>
Emitters (LED's) are arrayed. on a melol core PCB panel with
er - r ----r thern, ir nsfet pad cirld
each em.iffer l000f�_I or, .i copip., -at tio J
enclosed by an LED refraclor. LEI) oplics cornpi.:iJely se�_-Il each
individual emitter to meet an IP66 ruting. The asymniefric
disfribu+ions, have a rnic,o-reflectormside ffie refractor which
re -directs the houseside emitter outpul- towards the street side
and functions cis a house Side shielding eierneni. -Refroof,ors
I
are inji-i--clion molded H-1 2 cicrylic:, Each LED ref!cctor is sealed
to the PC ,B over (in ernifterand all refraciois are retained by an
'
aluminum frame. Any one Panel, or group of Pane:s in a
,
lurninaire, have :the sarne optica! pattern. LED refractors
produceType I!, Ill, arid Type IV sife/area distributions as well as
other specialty asynnrnefric distributions. Panels fire field
I
I
repkicecible arid field roiatabl(-,,� in 90' inclien-lents.
: �_�"-, �,.,;-'10f.
�_ _ _:�:,!Cr' � �
Constant current electronic with a ' oower factor of,.,90 cind a
mininium operating temperature .Of -40"F/-40'C. Driver(s)
is/a;e UL arid ,,UL recognized arid Fr10:._I!_lIed direcily against
ffie Electrica! Housing to facilitate thermal tran�fer. hrifld dov,fn
+
by universal clamps to facililafe easy removal. In -line terminal
blocks icicilitate wiring between the ciriveran - d Optical arrays.
.
Drivers acceof an input of 120-277\4 5()/60liz or 347V--1180V,
50,60PIz. (O - I OV dimmable driver is siandard. Driver hici- a
minimum of 3KV internal surge protection. Lurninaire supplied
with 20KV.surgo- protec;torfor field cl(,c,c�ssit:)I�;;;:rlstcil�citio!-I.)
.. . I
: �,:-, �:T.,.,,:;":f...111
:.F.*.:.. .. !: ..:i.'.-
High oul-put LED:s are utiflzed with drivie Currents ranging frorn
350rnA to '1050rnA. 70CRI Minirnurn. LED's are avc0able in
Standard Neutral White (4000K), or, optional Cool White
(500OK'l or Warm. While (310001(". Consult Factory for oth.e., LED
/ )
options.
; �.:... 1�
.
A --.`A--'.,,l`.::*�'- % '.'.:..: .
PCA (Phosphor Converted Arnber) LED's utilize phosphors to
creafe color output similar to LPS lanips and have a slight
.
output in the blue spectral bandwidth. TRA (True Amber) LED's
utilize material that emits light in the amber spectral
bandwidth only without the use of phosphors.
I
a; N; �: H
. : ,:-- 11
Electrostaflcolly ooplied TG!C Polyester Powder Coal on
Substrate prepared wilt) 20 PSI power wasti at i40'F Four siep
njedia b1cist arid iron phosphale pretroatment for protection
I .
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SUPPOrt arvn cornbinte, to create one ossetribly. Minimum wall
' - .
thickness is .188l', Cast and hinged driver assembly cover is
integrofed with wiring comparti-nent cover-.
.
P L E 9, �..' -;, 1, , �:,:: %, ". ....
..,
I
Emitters (LEED's) are arro% ' /ed on a metal core PGB panel with each
(in-nitter located on a cc)pper thern-icif transfer pad and E,nclosed
by an LED refractor. LED ciplics compleic.dy sea[ eoch individual
emitter to inieet an IP66 rating. In asymmietric distributions, a (MODELS: RZWA, RZR, RZR-G & r?Zf?-MAF ')
'
rnicro-refiector inside ffi,eref!actor re -directs 'he hous el sk'.Je emi-�ier
output towards Ihe street side and func-tiOns as c.1 house side,
Shielding elemen! Refractors are injection molded H112 acrylic.
Each I _�D refirc-'nr i�- -aleid to the FiCE, over - emiffer and -11
Stihmitted On: Nov 5. 2021
,
w 10 ie use o p .abp icirs,
.-: ,
r,: 1. :'3:, *
.i! ! 1.
Elect!os�atically applied TGIC , Polyester Powder Coat on subsira-
. ie
pr.._:�pcired wilt) 20 PSI powrir wosh at I 401F. Four Step nied ir-I blast
and iron phosphate pretreatment to,, protection and pain,
adhesion. 400'F bake for maxinnum hardness and durubflity.
, .. ,_:., . . "'. :.:");j "_., iil.:�.
` 11A :*:I* .. _�_: ., ;",:�A: "'.
.0A.S* 1";�- 11.,�, - �'- - ,.:'� i . -..I.. 1.1: i. - - .:. - -I.. � ... . -
Replaces standard Electrical Housing. Fits Standard 2 3/8" O.D.
FIXTURE A -
.. 1
15, 36.5 i 3 ' 71
RZIR-0 5A 4-.;rn 92�mln 1 '6:%ni 1 167-r,
. --I
14.76' 28.25* 1 2.75' 6"-
______ RZIR ------------- � --- 3-M-nm ---- - 7;PlnN,. 1: 7--sMM -- ---- )_,�rmii ---- �
.
11.15, 22' : 2.5' 5.25
RZRM i :
I 2�!2;nnl �,_`;Tru, I 614mm 1_13inrri
---- - ' ---- .
1 1; - — ---- - -------------------- - ------ -
RVI-MIF 26,25" 1 2.5- 41
1 1 72��Mrn 1: 641nm 102"Im
hOfiZOnt`JI ter)On. AvO (2) Straps with two (2) bolts each encircle
% / 'D:-C PENDING AS OF 7119
the lower half of the 10riOn. Upper holf of the terion rin.sts or.
se:f-centering step�; that position the ongle of the 1; ii-ninaire at O',
, ., - '
..5
-1 1 .5'-', + ! or +3" up from 'he horizontal. Afl hardware is Stainless
steel. C us iMADE INN ]',,I
(�D LOS&
- - ----------- - --- --- __ - _-LISM a
1/2
Index P
PA TEN "I PENDING
- ' ' .1 � - - - ---------
,
: __ __\
. - I
.
refractors are retained by an aluniinum, fiame. Any one Panel, ol I
group of Ponels it) u iuminaire, hav,-.� the some, opiicol pciftern. LED ���
refrc A . ......... . .........
, actors produce standard siie/area distributions. Panels are — __
field replaceable and field rotatable in 90" increments. I __
i - ,
i : ... ___ ....... � __/�,
i __
------------------- - -----
, ... .. .
: ..
l...'N i, 11�:%;�.:>(...
.. .1 s.; . -I . I - ....",
.
Constant current electronic with a power factor of >.90 and a RZR-G I a !
rniniffil-ItTI, Operating temperature of -40-/-40�C. Driver(s) Ware UL -.- . _1
and cUI_ recognized and mounted directly against the Electrical 9 :
Housing to facilitate thermal transfer, held down by universal : . I D
I ;
oforrms -to facilitate easy removal. In -line torminal block,- facilitate ...
'
.
wiring between the driver and optical arrays. Drivers accept an
*
-- -
input of '120-277V, 50/601-1z or 347V-48OV, 50,60FIZ. (O - IOV .1. ______________ - - - - - _: ---
�� .... 1
- ww —
' _�'
dimmab;e driver Is :3 tandard. Driver hcjs a fritnii-nurn of ,3)KV;nt(-:irn(il . . .............. - ,
I
- , I
I
' -
�Urije P,oleclion. Lurr-irlairc. supplied with 20KVsurge proie,cior for R2R, WPM& RZR-PAAF� A �_______ _.
-__:1-1
- I.
-
,.e'd accessible installation.) jop'V;�,,,,V, ; ___ .
1 , -
- -
I . I
- >
: i 7=2_1=,...:::::::,;
.1j.:". f�7i:;T,:,j.,.-'' 7.....,
: ..:.! ... " .: : .:, -,�� i --- - ------ ------------
High output LED's ate utilized with drive. currents ranging fron) � ---- -- ---- --- B - -- -- -------- ;
- '_� la b I ea 1 n
350rnA to 1050mA, 70C17-11 Minimum, L-'D's are aval . I
Slandard Neuhal Wh;te (400-0K): or Optional Cool Whife (5000K) or RZR & RZRM f---' .;
. .
Worm While (3000K). Consult Factory for othier LED options. I D
I C�::���-....., ;
!", .."A ��;,:,-, t`-� t. -�-, .,.-)' s
PCA (Phosphor Converted Arnber) LED's uliliz(iiI, phoF,-f-.).hors -to i I
. . �� C_ - I i -1
create color output Similar to LIPS lamps and. hav(,:� a slight oulout RZR-MAF* .3. - E)
in the blue -spectral bandwidth. TRA (True Arnber) LED's uNize 'L� ,
. I I .1
rria ferial that ernits light :it-; the arriber spectra: 1�jndwid,:h Only
:lt� _+ t., C I- �
6,'A'W�_'! A% �,� I,,, 0. PC.';�kl, CA 9355 I
N_�1,661) 23��'.%W;* 1,ai1)`33-`W1 1ffqr_N U.S. ARCHIrrECTURAL
U.S. Architecturr2l Lighting ..`,.,- sk - M -
%a M I I F1111111=11 02 rl _11H H=l -
�
SITE LIGHTING FIXTURE CUT SHEETS — POLE MOUNT
m E
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- I � .
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"I I A I
�/ %�:: -,-' T 1; " A, L : -::,'_.�:_: -Sio�'..;' (;�,
'
Ca r c ,
,; -
Fleav, st low Coppe jiumin: urn (A356 ailoy: <0.2% copper)
.
,
cls�..(-.�rnbly Wi[h integn-11 cr-xAng fins. . 11(-.� 0plical Piunefl
I-nOUnting surface is milled flat (3UrIaCe varicincie <±- .003") to
facilitate thermal fransfer of:heat to housing cirici cooling fir -is.
The Optical Housing bolts to the Electrical Housing forrning a
unified assernbly.The minimum wall tnicknes5 is. I 83".
i I. ,,- ',-,� Ti,al i � _,"41 1. H (I ` i : <',: t-,: (.'-.'�
I - "" " �
Heavy cast low copper alur-wrium (A356 alloy; <0.2% copper)
assembly. Mininium wall thickness is .188". Fixture Mounflng
Plate affixes to r-nounling surface, over a recessed jbox.
-
.
Electrical � lousing onchors of) The top edge of the M;):.Inling
Plate and stainless steel recessedscicket hecid screws tighten
the Eiectrical Housing to the Mounting Plate from trie bottom.
PLECY, ;,;1P`::*K"1��1 ,--,,..��r--,� 1: L.c.
_,:- ,>
Emitters (LED's) are arrayed. on a melol core PCB panel with
er - r ----r thern, ir nsfet pad cirld
each em.iffer l000f�_I or, .i copip., -at tio J
enclosed by an LED refraclor. LEI) oplics cornpi.:iJely se�_-Il each
individual emitter to meet an IP66 ruting. The asymniefric
disfribu+ions, have a rnic,o-reflectormside ffie refractor which
re -directs the houseside emitter outpul- towards the street side
and functions cis a house Side shielding eierneni. -Refroof,ors
I
are inji-i--clion molded H-1 2 cicrylic:, Each LED ref!cctor is sealed
to the PC ,B over (in ernifterand all refraciois are retained by an
'
aluminum frame. Any one Panel, or group of Pane:s in a
,
lurninaire, have :the sarne optica! pattern. LED refractors
produceType I!, Ill, arid Type IV sife/area distributions as well as
other specialty asynnrnefric distributions. Panels fire field
I
I
repkicecible arid field roiatabl(-,,� in 90' inclien-lents.
: �_�"-, �,.,;-'10f.
�_ _ _:�:,!Cr' � �
Constant current electronic with a ' oower factor of,.,90 cind a
mininium operating temperature .Of -40"F/-40'C. Driver(s)
is/a;e UL arid ,,UL recognized arid Fr10:._I!_lIed direcily against
ffie Electrica! Housing to facilitate thermal tran�fer. hrifld dov,fn
+
by universal clamps to facililafe easy removal. In -line terminal
blocks icicilitate wiring between the ciriveran - d Optical arrays.
.
Drivers acceof an input of 120-277\4 5()/60liz or 347V--1180V,
50,60PIz. (O - I OV dimmable driver is siandard. Driver hici- a
minimum of 3KV internal surge protection. Lurninaire supplied
with 20KV.surgo- protec;torfor field cl(,c,c�ssit:)I�;;;:rlstcil�citio!-I.)
.. . I
: �,:-, �:T.,.,,:;":f...111
:.F.*.:.. .. !: ..:i.'.-
High oul-put LED:s are utiflzed with drivie Currents ranging frorn
350rnA to '1050rnA. 70CRI Minirnurn. LED's are avc0able in
Standard Neutral White (4000K), or, optional Cool White
(500OK'l or Warm. While (310001(". Consult Factory for oth.e., LED
/ )
options.
; �.:... 1�
.
A --.`A--'.,,l`.::*�'- % '.'.:..: .
PCA (Phosphor Converted Arnber) LED's utilize phosphors to
creafe color output similar to LPS lanips and have a slight
.
output in the blue spectral bandwidth. TRA (True Amber) LED's
utilize material that emits light in the amber spectral
bandwidth only without the use of phosphors.
I
a; N; �: H
. : ,:-- 11
Electrostaflcolly ooplied TG!C Polyester Powder Coal on
Substrate prepared wilt) 20 PSI power wasti at i40'F Four siep
njedia b1cist arid iron phosphale pretroatment for protection
I .
and point adhesion. 400`F bake 101- ni-I.K.IrtlUrn horr ness and
i .
durability.
!�,A)W,15: A'---::,-,) 0. i'l):lCk, CA Q'3!�'��
U.S. Architectural Lighting .".-."",;�(�l)'.'�1'3'.'�'�CAI �,I,;6<11)'�31'�'Axjl
1111,1:��?.< 1w.
Submitted On: Nov 5. 2021
PR(I)JECT NAME:
- ------------.
PROJECT TYPE:
I
Index Paae
i
NXTURE A : 8 C
:
i —
.
RZRWI 8,76` $$ ,,12",� 61,
�.,) I _.,;-�'. ;,U.,
.
------------------------------ � ................. � --------------- * 1-1-1 --------- -
11" ' - 4" 6.51
RZRWI-Ei,1 :M"") :: 1A ,
U,11, ,,�,6�,
I : -----------
L 11—i 1
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I----------- 6 ------------ I
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..
I � X .." :,:::,
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....
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.....
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.........
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....
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.
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M �
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PATENT PENDING
— -------- -1
'17-- ------ I
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1 1 ;
I
____ i
,__ ;
- ___ ____1 ;
— I ;
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FIXTURE I A 1 B C
;
I 6,; i 12" r
.,�
RZPW2 t41-1.4 : 1,05'.".; (' 52,x�i
: ,
- ------- - - - -- -----
I
61, i 1411 6.5',
RZRW?.-]:M ,,�,r,l : ('s-1; �*�,.;
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I
RZR-WM2
PATENT PENDING
PATENT PENDING
.
C 11-0 us LIADE IN T3iE
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11 C.�. .td).i.D'.'�"':�i:.N.ti""""""b'.'.""..t ...................... ......................... ........
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.......... ............. , _ � � �_
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.. . ..... - _ . . ........................ ............. .......... .........................
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:� LIGHTWQ'��'��` �. . ... , . - .... ..--. ........... --------------- ,.........
- : Crozet Self -Storage ;--7.GQMA_ .... - .. . -.....---�-..-.............''...............� --- - --- ---- .......................................
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.... ..--..'. - ...................... ww...�_�... ......, .1� -.-.-.-.-.-��.�-�-.-.-.-.-..-.-.-.-.-.-.-.-.-.-,.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-��.-.-.-. I.. ,...........
. �. .... _VAIN80 ................................-.......
- " ........................... ........................ o ... .-.-.-.-.-.-.'.'.'.'.'.'.'.'.'.'.'.'..'."..'.
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'.`_,�I.i.. 10 ......... . ........ . . . . ......... ........................ � ..................................
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RA /AR W A L L M 0 U IN'T SERIES —LED
.�1*K*::::::K:K:K*
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MINNIE,`
--- . 1 -I' 13'lrl��1.41
d ... * --f:
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. " �:,�
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I.. PA. Bock Box , __ . ��_���
-1 � - -:�:���---,:---�;,,-,���'���i��:��I
,
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nar, :Si . 1��:��
______H� .5 " a! -. .j �_- F d -_
___ I I ncusing RZR-WM3-LED -P.P.A,=.69
L______�_" fl) AvOiloble in: _7,�r--_l
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<�� " cf�� �F,,Sw,
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-
� TANN'S THE UAIERGEN"CY COMPONENTS (EC, INCLUDING BATTERIES OR CAN -.E USED I _� __ _�
THE '- � PAEPGENCY OPTION BACK BOX EXTENDS2'BEYOPIDTHE SfANOARO HOUSING AND -_�:�� - � - I
CO I - - &__� ��
-0 , �,�_�L��
. RS-'jP(FA(-'ECOtIDU;T(SC)A.PPt:CATIO.-'4S.'HERE[c�.,'QB�--AtISCI,SC2.AN'-DS(-3()P�lOt4 , �_-
F FOR I HE DIFFERING HOUSING SIZES, Sr- SHIPS W! fH THREADED CONDUIT PLUGS. \_�,��,
THE ENI-LED SYSTEM PROVIDES POIAIER TO ALL LEDs IN THE ARRAY (20,40,0160) TO I-AEET RZR-WM2-LED E.P.A.=,47
f H E F 0 LtOW I N G LIG HT L L VE L 5 F OR A M I N 11'vl U M 0 F 9 rt .M I NU I E S - Avoilrible;n: -----I.
------- - ___ / I F;��_7T.;l
WMI �45%��3�ONIA 40 LED �Aodvle 7- t1_ -1 ----- I �
7;�___ � -
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WN42 = 36% �� 350NIA '-f7--!1- 1,�--, ',1> ;- � U
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WKA3=24%@3 ONIA I _.- _1
- 1, - '
'MU1 TIPLY IHE %ABOVIE BYTHE WrAENOUTPUT C1�350PAA . .- __ . "I 20 LED Nlodlile
;-;�_:
— \\_!Z;�;�;_;�,
WALL MOUNTING RZR-WMI-LED E.P.A.=.3.3
Avc:la,ble in.:
- Nlounling bluckel 20LED Moriule
--- �P�4 ........
. "��:_ ..
I _�
� .- IVIAX INPUT WATTAGE
,I I - ---- Wull Rut-
i F-71 Mcv'!�;d IG ':;
T I . . DRIVE CURRENT
Ar : . I OF
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sei ,screw ----- - *' 40 45W 661W 87W 134IN
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- __1 — - — __�_ --
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PLED' DIST111BUTION TYPE NO. LEDs DR:VE CURRENT COLOR I -STANDARD Ej HIGH -LOW DIMMING FOR
RZR_V0111 *01(lp - CCr I TEXTURED FINISH EXTERNAL CONTROL. - HLSW
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I El HOUSE SIDE SHIELDING
-I RZR-VhV-I F__I --YPE:l :, "'. - I
_ -
_ , 0- 20LE-D 0 35OrTiA L_� . K) El *1 20 1 F1 Bt.ACK
I .................... HS-PLED
PILET3-11 � - - , I, 1 �� I
11 "'ll I RAL-900�-T
------------ 1
0208 1
,
, 0 PHOTO CELL � VOLTAGE
El 525rnA I
El TYPE I! MONT R(Y-N i CW (500 [j 240 1 0 WH;!TE (EXANIPLE: PC120V) ... PC+V
I ,,
1-10 1
11
PLED-11-FR . �.. B I RAL-900a-T El SINGLE FUSE
[-] 277 1
1
_ I (I 20V & 277V) ....... SF
,
`
F-I P - : El I05QinA' �
.- ,ZR-Wr%42 E] TYPE 1;1 lr,ft,�& W-VA12 , [:] (,J�pv
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PLEDAR ... .. �_Ti��v Cryl,<: - 1L; FACKIRY El 347 1 RAL-7004-T , 0 DOUBLE FUSE
E. 40LED FC�R 0111:F.PLFr CCAGfe, [I 480 - (208V & 24OV) .... _DF
M11, - I ,E] STEP DIM MOTION SENSOR
11 iyPE T WIDE ( , 0 DARK BRONZE
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-
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LE�i�""`
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r AMBER' . ...... I., .......... MS-F2II
: -
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: Ej i y �, E IV I [.1 PHOSPHOR PLEASE El GREEN 0 REMOIE MOTION SENSOR
I RAL-6005-T CONFIGURATOR
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El Pffi-W1,43 . PLED -IV. ..., CONVERTED SELECT
: AMBER .... I ............. I MS-FC10
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SITE LIGHTING FIXTURE CUT SHEETS — WALL MOUNT
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1/2
Index P
PA TEN "I PENDING
- ' ' .1 � - - - ---------
,
: __ __\
. - I
.
refractors are retained by an aluniinum, fiame. Any one Panel, ol I
group of Ponels it) u iuminaire, hav,-.� the some, opiicol pciftern. LED ���
refrc A . ......... . .........
, actors produce standard siie/area distributions. Panels are — __
field replaceable and field rotatable in 90" increments. I __
i - ,
i : ... ___ ....... � __/�,
i __
------------------- - -----
, ... .. .
: ..
l...'N i, 11�:%;�.:>(...
.. .1 s.; . -I . I - ....",
.
Constant current electronic with a power factor of >.90 and a RZR-G I a !
rniniffil-ItTI, Operating temperature of -40-/-40�C. Driver(s) Ware UL -.- . _1
and cUI_ recognized and mounted directly against the Electrical 9 :
Housing to facilitate thermal transfer, held down by universal : . I D
I ;
oforrms -to facilitate easy removal. In -line torminal block,- facilitate ...
'
.
wiring between the driver and optical arrays. Drivers accept an
*
-- -
input of '120-277V, 50/601-1z or 347V-48OV, 50,60FIZ. (O - IOV .1. ______________ - - - - - _: ---
�� .... 1
- ww —
' _�'
dimmab;e driver Is :3 tandard. Driver hcjs a fritnii-nurn of ,3)KV;nt(-:irn(il . . .............. - ,
I
- , I
I
' -
�Urije P,oleclion. Lurr-irlairc. supplied with 20KVsurge proie,cior for R2R, WPM& RZR-PAAF� A �_______ _.
-__:1-1
- I.
-
,.e'd accessible installation.) jop'V;�,,,,V, ; ___ .
1 , -
- -
I . I
- >
: i 7=2_1=,...:::::::,;
.1j.:". f�7i:;T,:,j.,.-'' 7.....,
: ..:.! ... " .: : .:, -,�� i --- - ------ ------------
High output LED's ate utilized with drive. currents ranging fron) � ---- -- ---- --- B - -- -- -------- ;
- '_� la b I ea 1 n
350rnA to 1050mA, 70C17-11 Minimum, L-'D's are aval . I
Slandard Neuhal Wh;te (400-0K): or Optional Cool Whife (5000K) or RZR & RZRM f---' .;
. .
Worm While (3000K). Consult Factory for othier LED options. I D
I C�::���-....., ;
!", .."A ��;,:,-, t`-� t. -�-, .,.-)' s
PCA (Phosphor Converted Arnber) LED's uliliz(iiI, phoF,-f-.).hors -to i I
. . �� C_ - I i -1
create color output Similar to LIPS lamps and. hav(,:� a slight oulout RZR-MAF* .3. - E)
in the blue -spectral bandwidth. TRA (True Arnber) LED's uNize 'L� ,
. I I .1
rria ferial that ernits light :it-; the arriber spectra: 1�jndwid,:h Only
:lt� _+ t., C I- �
6,'A'W�_'! A% �,� I,,, 0. PC.';�kl, CA 9355 I
N_�1,661) 23��'.%W;* 1,ai1)`33-`W1 1ffqr_N U.S. ARCHIrrECTURAL
U.S. Architecturr2l Lighting ..`,.,- sk - M -
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Fleav, st low Coppe jiumin: urn (A356 ailoy: <0.2% copper)
.
,
cls�..(-.�rnbly Wi[h integn-11 cr-xAng fins. . 11(-.� 0plical Piunefl
I-nOUnting surface is milled flat (3UrIaCe varicincie <±- .003") to
facilitate thermal fransfer of:heat to housing cirici cooling fir -is.
The Optical Housing bolts to the Electrical Housing forrning a
unified assernbly.The minimum wall tnicknes5 is. I 83".
i I. ,,- ',-,� Ti,al i � _,"41 1. H (I ` i : <',: t-,: (.'-.'�
I - "" " �
Heavy cast low copper alur-wrium (A356 alloy; <0.2% copper)
assembly. Mininium wall thickness is .188". Fixture Mounflng
Plate affixes to r-nounling surface, over a recessed jbox.
-
.
Electrical � lousing onchors of) The top edge of the M;):.Inling
Plate and stainless steel recessedscicket hecid screws tighten
the Eiectrical Housing to the Mounting Plate from trie bottom.
PLECY, ;,;1P`::*K"1��1 ,--,,..��r--,� 1: L.c.
_,:- ,>
Emitters (LED's) are arrayed. on a melol core PCB panel with
er - r ----r thern, ir nsfet pad cirld
each em.iffer l000f�_I or, .i copip., -at tio J
enclosed by an LED refraclor. LEI) oplics cornpi.:iJely se�_-Il each
individual emitter to meet an IP66 ruting. The asymniefric
disfribu+ions, have a rnic,o-reflectormside ffie refractor which
re -directs the houseside emitter outpul- towards the street side
and functions cis a house Side shielding eierneni. -Refroof,ors
I
are inji-i--clion molded H-1 2 cicrylic:, Each LED ref!cctor is sealed
to the PC ,B over (in ernifterand all refraciois are retained by an
'
aluminum frame. Any one Panel, or group of Pane:s in a
,
lurninaire, have :the sarne optica! pattern. LED refractors
produceType I!, Ill, arid Type IV sife/area distributions as well as
other specialty asynnrnefric distributions. Panels fire field
I
I
repkicecible arid field roiatabl(-,,� in 90' inclien-lents.
: �_�"-, �,.,;-'10f.
�_ _ _:�:,!Cr' � �
Constant current electronic with a ' oower factor of,.,90 cind a
mininium operating temperature .Of -40"F/-40'C. Driver(s)
is/a;e UL arid ,,UL recognized arid Fr10:._I!_lIed direcily against
ffie Electrica! Housing to facilitate thermal tran�fer. hrifld dov,fn
+
by universal clamps to facililafe easy removal. In -line terminal
blocks icicilitate wiring between the ciriveran - d Optical arrays.
.
Drivers acceof an input of 120-277\4 5()/60liz or 347V--1180V,
50,60PIz. (O - I OV dimmable driver is siandard. Driver hici- a
minimum of 3KV internal surge protection. Lurninaire supplied
with 20KV.surgo- protec;torfor field cl(,c,c�ssit:)I�;;;:rlstcil�citio!-I.)
.. . I
: �,:-, �:T.,.,,:;":f...111
:.F.*.:.. .. !: ..:i.'.-
High oul-put LED:s are utiflzed with drivie Currents ranging frorn
350rnA to '1050rnA. 70CRI Minirnurn. LED's are avc0able in
Standard Neutral White (4000K), or, optional Cool White
(500OK'l or Warm. While (310001(". Consult Factory for oth.e., LED
/ )
options.
; �.:... 1�
.
A --.`A--'.,,l`.::*�'- % '.'.:..: .
PCA (Phosphor Converted Arnber) LED's utilize phosphors to
creafe color output similar to LPS lanips and have a slight
.
output in the blue spectral bandwidth. TRA (True Amber) LED's
utilize material that emits light in the amber spectral
bandwidth only without the use of phosphors.
I
a; N; �: H
. : ,:-- 11
Electrostaflcolly ooplied TG!C Polyester Powder Coal on
Substrate prepared wilt) 20 PSI power wasti at i40'F Four siep
njedia b1cist arid iron phosphale pretroatment for protection
I .
and point adhesion. 400`F bake 101- ni-I.K.IrtlUrn horr ness and
i .
durability.
!�,A)W,15: A'---::,-,) 0. i'l):lCk, CA Q'3!�'��
U.S. Architectural Lighting .".-."",;�(�l)'.'�1'3'.'�'�CAI �,I,;6<11)'�31'�'Axjl
1111,1:��?.< 1w.
Submitted On: Nov 5. 2021
PR(I)JECT NAME:
- ------------.
PROJECT TYPE:
I
Index Paae
i
NXTURE A : 8 C
:
i —
.
RZRWI 8,76` $$ ,,12",� 61,
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11" ' - 4" 6.51
RZRWI-Ei,1 :M"") :: 1A ,
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facilitate thermal fransfer of:heat to housing cirici cooling fir -is.
The Optical Housing bolts to the Electrical Housing forrning a
unified assernbly.The minimum wall tnicknes5 is. I 83".
i I. ,,- ',-,� Ti,al i � _,"41 1. H (I ` i : <',: t-,: (.'-.'�
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Heavy cast low copper alur-wrium (A356 alloy; <0.2% copper)
assembly. Mininium wall thickness is .188". Fixture Mounflng
Plate affixes to r-nounling surface, over a recessed jbox.
-
.
Electrical � lousing onchors of) The top edge of the M;):.Inling
Plate and stainless steel recessedscicket hecid screws tighten
the Eiectrical Housing to the Mounting Plate from trie bottom.
PLECY, ;,;1P`::*K"1��1 ,--,,..��r--,� 1: L.c.
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Emitters (LED's) are arrayed. on a melol core PCB panel with
er - r ----r thern, ir nsfet pad cirld
each em.iffer l000f�_I or, .i copip., -at tio J
enclosed by an LED refraclor. LEI) oplics cornpi.:iJely se�_-Il each
individual emitter to meet an IP66 ruting. The asymniefric
disfribu+ions, have a rnic,o-reflectormside ffie refractor which
re -directs the houseside emitter outpul- towards the street side
and functions cis a house Side shielding eierneni. -Refroof,ors
I
are inji-i--clion molded H-1 2 cicrylic:, Each LED ref!cctor is sealed
to the PC ,B over (in ernifterand all refraciois are retained by an
'
aluminum frame. Any one Panel, or group of Pane:s in a
,
lurninaire, have :the sarne optica! pattern. LED refractors
produceType I!, Ill, arid Type IV sife/area distributions as well as
other specialty asynnrnefric distributions. Panels fire field
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repkicecible arid field roiatabl(-,,� in 90' inclien-lents.
: �_�"-, �,.,;-'10f.
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Constant current electronic with a ' oower factor of,.,90 cind a
mininium operating temperature .Of -40"F/-40'C. Driver(s)
is/a;e UL arid ,,UL recognized arid Fr10:._I!_lIed direcily against
ffie Electrica! Housing to facilitate thermal tran�fer. hrifld dov,fn
+
by universal clamps to facililafe easy removal. In -line terminal
blocks icicilitate wiring between the ciriveran - d Optical arrays.
.
Drivers acceof an input of 120-277\4 5()/60liz or 347V--1180V,
50,60PIz. (O - I OV dimmable driver is siandard. Driver hici- a
minimum of 3KV internal surge protection. Lurninaire supplied
with 20KV.surgo- protec;torfor field cl(,c,c�ssit:)I�;;;:rlstcil�citio!-I.)
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High oul-put LED:s are utiflzed with drivie Currents ranging frorn
350rnA to '1050rnA. 70CRI Minirnurn. LED's are avc0able in
Standard Neutral White (4000K), or, optional Cool White
(500OK'l or Warm. While (310001(". Consult Factory for oth.e., LED
/ )
options.
; �.:... 1�
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A --.`A--'.,,l`.::*�'- % '.'.:..: .
PCA (Phosphor Converted Arnber) LED's utilize phosphors to
creafe color output similar to LPS lanips and have a slight
.
output in the blue spectral bandwidth. TRA (True Amber) LED's
utilize material that emits light in the amber spectral
bandwidth only without the use of phosphors.
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Electrostaflcolly ooplied TG!C Polyester Powder Coal on
Substrate prepared wilt) 20 PSI power wasti at i40'F Four siep
njedia b1cist arid iron phosphale pretroatment for protection
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and point adhesion. 400`F bake 101- ni-I.K.IrtlUrn horr ness and
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durability.
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U.S. Architectural Lighting .".-."",;�(�l)'.'�1'3'.'�'�CAI �,I,;6<11)'�31'�'Axjl
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Submitted On: Nov 5. 2021
PR(I)JECT NAME:
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PROJECT TYPE:
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