HomeMy WebLinkAboutSDP201800070 Plan - Approved 2020-06-190
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SITE DATA:
TAX MAP PARCEL: 07700-00-00-00900
SITE ADDRESS: 2050 AVON CT
CHARLOTTESVILLE, VA 22902
OWNER: LIGHTHOUSE LAND LLC
2020 AVON CT
CHARLOTTESVILLE, VA 22902
ENGINEER: TIMMONS GROUP
608 PRESTON AVENUE, SUITE 200
CHARLOTTESVILLE, VA 22903
TELEPHONE: 434-327-1688
CONTACT: CRAIG KOTARSKI, P.E.
CRAIG.KOTARSKI@TlMMONS.COM
SITE AREA: 2.906 ACRES
LIMITS OF DISTURBANCE: 2.60 ACRES
NEW IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 1.23 ACRES
ZONING: LIGHT INDUSTRY
OVERLAY DISTRICT: STEEP SLOPES - MANAGED SLOPES AND PRESERVED SLOPES OVERLAY DISTRICT
ENTRANCE CORRIDOR OVERLAY DISTRICT
STATE AND FEDERAL DAM INUNDATION ZONES
AIRPORT IMPACT AREA
SETBACK: FRONT: MINIMUM - 10' FROM THE RIGHT-OF-WAY OR IF THE EXTERIOR EDGE OF THE SIDEWALK
IS OUTSIDE OF THE RIGHT-OF-WAY; FOR OFF-STREET PARKING OR LOADING SPACES, 10'
FROM ANY PUBLIC STREET RIGHT-OF-WAY
MAXIMUM - NONE
SIDE: MINIMUM - PRIMARY STRUCTURE SHALL BE CONSTRUCTED AND SEPARATED IN
ACCORDANCE WITH THE CURRENT EDITION OF THE BUILDING CODE.
MAXIMUM: NONE
REAR: MINIMUM - PRIMARY STRUCTURE SHALL BE CONSTRUCTED AND SEPARATED IN
ACCORDANCE WITH THE CURRENT EDITION OF THE BUILDING CODE.
MAXIMUM: NONE
STRUCTURE HEIGHT: NOT TO EXCEED 65'
MAGISTERIAL DISTRICT: SCOTTSVILLE
SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP.
28 IMPERIAL DRIVE
STAUNTON, VA 24401
(540)-885-0786
DATE OF SURVEY: AUGUST 11, 2017 & MARCH 15, 2018
DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE
VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA
SMARTNET
PROPOSED USES: OFFICE AND MANUFACTURING
BUILDING AREA: 25,692 SF TOTAL = 8,639 SF OFFICE AND 17,053 SF LIGHT INDUSTRIAL
BUILDING HEIGHT: 28' FROM FIRST FLOOR TO ROOF (2 FLOORS)
40' TOTAL (WITH BASEMENT)
PARKING REQUIRED: OFFICE SPACE (8,639 SF X (0.8) / 200 SF) = 35
INDUSTRIAL SPACE (13 EMPLOYEES + 2 PUBLIC) = 15
TOTAL: 50
PARKING PROVIDED: STANDARD PARKING SPACES: 57
HANDICAP PARKING SPACES: 3
TOTAL: 60
TRIP GENERATION:
GENERAL OFFICE (710 ITE LAND USE CODE)
14.87 TRIPS PER 1000 SF OF OCCUPIABLE GFA
14.87 X (8,639 SF / 1,000 SF) = 128 ADT
GENERAL LIGHT INDUSTRIAL (710 ITE LAND USE CODE)
4.96 TRIPS PER 1000 SF OF GFA
4.96 X (17,053 SF / 1,000 SF) = 85 ADT
TOTAL TRIPS GENERATED: 128 + 85 = 213 ADT
WETLAND IMPACTS: NONE
WATER SUPPLY: ACSA
SANITARY SEWER: ACSA
DRAINAGE DISTRICT: MOORES CREEK
CRITICAL SLOPES LOCATED WITHIN THE PROJECT LIMITS ARE SHOWN ON SHEET C2.0 AND C5.0.
THERE ARE CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN. FLOOD ELEVATION IN
PROJECT VICINITY VARIES, 355-360'. THE PROJECT IS LOCATED IN FEMA FIRM MAP NUMBER 51003CO288D,
PANEL 288 OF 575.
THE SITE IS NOT LOCATED IN A WATER SUPPLY PROTECTION DISTRICT.
I cm
FINAL SITE PLAN
SDP2018-70
COUNTY OF ALBEMARLE, VIRGINIA
SCOTTSVILLE DISTRICT
6/15/2020
VICINITY MAP
SCALE 1"=2000'
OWNER:
LIGHTHOUSE INSTRUMENTS
ADDRESS 2020 AVON COURT
CONTACT: JAMES VEALE, PH.D
TELEPHONE: 434-293-3081
FAX: 434-404-7773
ENGINEER OF RECORD:
TIMMONS GROUP
608 PRESTON AVENUE, SUITE 200
CHARLOTTESVILLE, VA 22903
CONTACT: CRAIG KOTARSKI, P.E.
TELEPHONE: 434-327-1688
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
C1.3
NOTES AND DETAILS
C2.0
EXISTING CONDITIONS
C2.1
DEMOLITION PLAN
G-3.0
EROSSIGN AND SEDIMENT GONTROL NOTE AND DETAILS
G23.1
EROSION AND SEDIMENT CONTROL NOTE AND DETAILS
AND SEDIMENT
I .__IQN GONTROL PHASE PLAN
G3.3
FER-SION AND SEDIMENT CONTROL PHASE PLAN
C4.0
LAYOUT PLAN
C41.1
ROAD & SIGHT DISTANCE PROFILES
C4.2
WATERLINE & SANITARY SEWER PROFILES
C4.3
EASEMENT LAYOUT
C51.0
GRADING & DRAINAGE PLAN
C5.1
GRADING SPOT SHOTS PLAN
G6.0
DRAINAGE AREA kj�P AND DITCH & CULVERT CALCULATIONS
G6.1
MANAGEMENT SUMMARY
F)ITCH AND CHANNEL PROFILES
L1.0
LANDSCAPE PLAN
L2.0
LANDSCAPE NOTES & DETAILS
L3.0
LIGHTING PLAN
L3.1
LIGHTING NOTES & DETAILS
L3.2
LIGHTING NOTES & DETAILS
L3.3
LIGHTING NOTES & DETAILS
# OF SHEETS = 19
SIGNATURE PANEL:
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNING & ZONING
ENGINEERING
INSPECTIONS
ARCHITECTURAL REVIEW BOARD
DEPARTMENT OF FIRE AND RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF TRANSPORTATION
HEALTH DEPARTMENT
A
Lica No. 0402048507
06/2542a20 r�+
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DATE
711012018
DRAWN BY
1. SHOWALTER
DESIGNED BY
1. SHOWALTER
CHECKED BY
C. KOTARSKI
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LEGEND
ROADS
SEWER
TRAFFIC STOP BAR
, - S ° % EXISTING SANITARY SEWER
STORM PIPE & STRUCTURE NO.
®
DROP INLET & STRUCTURE NO.
WATER
CURB
CURB & GUTTER
W EXISTING WATER LINE
6* W PROPOSED WATER LINE
CENTERLINE OF DITCH
--
-®6" Wy PROPOSED VALVE
�-
R-1 VDOT STANDARD STOP SIGN
--{ Z}- 6- Wy PROPOSED TAPPING SLEEVE
--- -
--- 200
-- --- EXISTING CONTOUR
PROPOSED FIRE HYDRANT (COMPLETE)
200
PROPOSED CONTOUR
GRADING
Tc
PROPOSED SPOT ELEVATION
240.50'
1�
PARKING COUNT
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
TBC = TOP BACK OF CURB
TBW = TOP BACK OF WALL
EOP = EDGE OF PAVEMENT
February 6, 2013
ACSA GENERAL WATER & SEWER CONDITIONS
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY
SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE
RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE
START OF THE WORK.
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE
PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND
WHERE SHOWN ARE: ONLY APPROXIMATELY CORRECT. THE CONTRACTOR
SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND
STRUCTURES, AS NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT
EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION
SPECIFICATIONS, AS ADOPTED BY THE ACSA.
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
5. THE CONTRACTOR :SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY
(1-800-552-7001).
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET
OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF
PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND
WATER LINES, ETC.
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE
OF ROADSIDE DITCHES.
8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE
RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION; OF THE LINE.
9, TREES ARE NOT PERMITTED IN THE ACSA EASEMENT,
10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -
LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4,
2014 (SENATE BILL 3674 WHICH AMENDS THE SAFE DRINKING WATER ACT).
GENERAL NOTES
1.
ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE
WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S
SPECIFICATIONS AND STANDARDS.
2.
PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT
THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL
FEDERAL, STATE AND LOCAL AGENCIES.
3.
LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA
DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY
CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT
OF WAY (INCLUDING ACCESS).
4.
VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO
COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES.
5.
THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS
OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS,
SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION.
6.
UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR
FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY 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 AND COMPACTED IN ACCORDANCE WITH
SPECIFICATIONS.
7.
ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN
ACCORDANCE WITH VDOT STANDARDS.
8.
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.
9.
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.
10.
ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS
OTHERWISE NOTED.
11.
ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN
ACCORDANCE WITH CURRENT VDOT STANDARDS.
12.
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 ACCOMPANY THE REVISED PLANS
AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE
SUBMITTED AND APPROVED BY THE ENGINEER.
13.
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 FOR THE RELOCATION OF ANY
UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY
REQUIRED BY THE DEVELOPMENT.
14.
CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR
GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES.
15.
THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING
SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO
THE PLACEMENT OF AGGREGATE BASE COURSE.
16.
VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS
DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL
FACILITIES AS DEEMED NECESSARY.
17.
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 COUIRSE(S).
18.
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.
19.
THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND
SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE
FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD
AND BRIDGE SPECIFICATIONS.
20.
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).
21.
A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY
RECOMMENDED METHOD OF REPAIR FOR ALL (PAVEMENT
STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A)
22.
ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM
THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE
SUBGRADE.
23.
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.
24.
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)
25.
GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER
LINE
OF ROAD.
26.
ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A
MINIMUM
SLOPE OF 0.004 ft./ft.
27.
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)
28.
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.
29.
ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND
WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2006
UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA
CONSTRUCTION CODE, AND ICC/ANSI Al17.1-03.
30.
THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND
PARKED EQUIPMENT.
31.
HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF
PARKED VEHICLES.
32.
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
33.
VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE
CORRIDOR SHALL BE ELIMINATED.
34.
PERFORMANCE STANDARDS FOR INDUSTRIAL USES APPLY TO THE
PROPOSAL AS DICTATED BY BY SECTION 4.14-1-4.14.5 OF COUNTY
CODE AND THE USE SHALL BE SUBJECT TO THOSE STANDARDS.
35.
THIS USE IS SUBJECT TO SECTION 4.18 NOISE REGULATIONS.
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).
RIVANNA WATER & SEWER AUTHORITY (RSWA)
GENERAL WATER & SANITARY SEWER NOTES
1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY
WITH THE LATEST VERSION OF THE GENERAL WATER AND SEWER
DESIGN AND CONSTRUCTION STANDARDS - VERSION 1.0, ADOPTED
IN DECEMBER 2015, EXCEPT AS MODIFIED BELOW OR MODIFIED IN
SPECIAL NOTES.
2. RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND
METHODS OF CONSTRUCTION. A PRECONSTRUCTION
CONFERENCE SHALL BE HELD WITH RWSA PRIOR TO THE START OF
ANY WORK.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS
UTILITY (1-800-552-7001).
4. RWSA ENGINEER (VICTORIA FORT AT 434.977.2970 EXT. 205) SHALL
BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF
CONSTRUCTION.
5. ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE-INS
TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT
COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO
WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS
OR HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION FROM
RWSA.
6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE
BYPASS PUMPING FOR TIE-INS TO THE EXISTING SYSTEM. ALL
DOGHOUSE MANHOLES MUST BE PRESSURE -TESTED BEFORE A
CONNECTION IS MADE TO THE SYSTEM.
7. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS
FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT
NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE,
AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND
SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE
ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND
FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE
TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT
ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO
ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR
TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE
OWNER.
8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE
PERMITTED IN THE RWSA EASEMENT WITHOUT SPECIAL WRITTEN
PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN
THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN
WRITING.
9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA
FACILITIES WITHOUT WRITTEN PERMISSION AND RWSA APPROVAL
OF THE BLASTING PLAN. GROUND MONITORING DURING BLASTING
AND A PRE -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING
WITHIN 100 FEET OF ANY OPERATIVE RWSA SEWERLINES, BYPASS
PUMPING AND/OR PRE -AND POST -CCTV MAY BE REQUIRED. RWSA
MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED
PROFESSIONAL ENGINEER STATING THAT THE PROPOSED
BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. DAMAGE TO
ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE
CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL
COST TO THE OWNER.
10. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION
REQUIREMENTS FOR UTILITY CROSSINGS. WHEN A CROSSING IS
MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL
SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. THE AREA
OF THE CROSSING SHALL BE BACKFILLED WITH COMPACTED 57
STONE TO THE SPRINGLINE OF THE EXISTING PIPE.
11. NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED,
CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED
PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC
WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING
NEW WATER MAINS WILL BE REQUIRED TO PREVENT ANY
CONTAMINATION OF THE PUBLIC WATER SYSTEM.
12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED
PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE.
13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN
THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS,
RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE,
STRUCTURES, ETC.
14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT.
BLASTING NOTES
1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT.
A
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'Reduce spacing 40%
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10
30
.75
---8 _-
10
-
10 C
----4 ---
5
-
12.5
36
.875
12
12 C
6
15
_._48
125
16 .___16_�.__
_._.-8_._._.._._-20
COLORS: LEGEND - WHITE (RETROREFLECTIVE)
BACKGROUND - RED (RETROREFLECTIVE)
1-1
MUTCD STOP SIGN DETAIL
No Scale
General Construction Notes for Streets (This list is in addition to the General Construction
Notes)
1. Construction inspection of all proposed roads within the development will be made by the
County. The contractor must notify the Department of Community Development (296-
5832) 48 hours in advance of the start of construction.
2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor
shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results
shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable,
a revised pavement design shall be made by the design engineer and submitted with the test
results for approval.
3. Surface drainage and pipe discharge must be retained within the public right-of-way or
within easements prior to acceptance by the County. All drainage outfall easements are to
be extended to a boundary line or a natural watercourse.
4. Guardrail locations are approximate. Exact length, location and appropriate end treatments
will be field verified at the time of construction. Additional guardrail may be required at
locations not shown when, in the opinion of the County Engineer, or designee, it is deemed
necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge
of pavement to the face of guardrail, and roadway shoulder widths shall be increased to
seven (7) feet.
5. Where urban cross sections are installed, all residential driveway entrances shall conform
to VDOT CG-9(A, B or C).
6. Where rural cross sections are installed, all residential driveway entrances shall conform to
VDOT standard PE-1.
7. Compliance with the minimum pavement width, shoulder width and ditch sections, as
shown on the typical pavement section detail, shall be, strictly adhered to.
8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should
the final plat for this project expire prior to signing and recordation, then approval of these
plans shall be null and void.
9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform
Traffic Control Devices and the Albemarle County Road Naming and Property Numbering
Ordinance and Manual.
10. Traffic control or other regulatory signs or barricades shall be installed by the developer
when, in the opinion of the County Engineer, or designee, they are deemed necessary in
order to provide safe and convenient access.
11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as
determined by VDOT for public roads.
12. VDOT standard CD-1 or CD-2 cross -drains under to be installed tinder the subbase
material at all cut and fill transitions and grade sag points as shown on the road profiles.
13. A video camera inspection is required for all storm sewers and culverts that are deemed
inaccessible to VDOT or County inspections. The video inspection shall be conducted in
accordance with VDOT's video camera inspection procedure and with a VDOT or County
inspector present.
41,
CRA'm W, J_ :KO;-VARSKI
f ic. NoK 04020218507
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DATE
611512020
DRAWN BY
1. SHOWALTER
DESIGNED BY
1. SHOWALTER
CHECKED BY
C. KOTARSKI
SCALE
1"=20'
in
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40202
c
SHEET NO. Q g
C1.0En
4°
N
CONCRETE BUMPER BLOCK
ANCHOR WITH 5/8" REBAR
IMBEDDED 24" IN GROUND HANDICAP SIGN
HANDICAP SIGN LOCATION (VAN)
LOCATION (TYP.)
0 0 0
EOP
PAINTED
PER 2% MAX. 18
+4„ VDOT
SPEC.
8' 1 5'.1. 8' 8' 8'
TYPICAL VAN
ACCESSIBLE ACCESSIBLE
HANDICAP SPACES
FACE OF
CURB
18'
4"
PAINTED
STRIPE
91 l (TYPICAL)
REGULAR SPACE
TYPICAL PARKING SPACE DETAILS
No Scale
FESBWII If 'ESE°
PARKING PARKING
PENALTY PENALTY
TOW AWAY ZONE TOW AWAY ZONE
VAN
6'ABOVE ACE 6'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
7-1/2"
ANCHOR WITH 78 r-%DDrvv
IMBEDDED 24" IN GROUND;
2 PER WHEEL STOP
PRECAST CONCRETE WHEEL STOP
No Scale
iM F/C
TOP OF CURB
1ST
VDOT A-3 CONCRETE
CONTINUE 21 B STONE BASE
FROM ADJACENT PAVEMENT
SECTION UNDER CURB
VDOT STANDARD CG-2 CURB
No Scale
2" ASPHALTIC CONCRETE SURFACE
COURSE - SM-9.5A
2" INTERMEDIATE BASE COURSE - BM25.0
o�,� ����� �✓ �� ✓ �0 8" TYPE 21-B AGGREGATE SUBBASE COURSE
-'— COMPACTED SUBGRADE
tl eFFft��k�t4 � 14'Ij1t411l+rllf k I�:QIEW
FFFlk�l{,I4`,ppIr±tlylziyiDENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS
Y2i1;1ii�t;ii��tilklSu�kh}�,�y^` ,
HEAVY DUTY ASPHALT PAVEMENT SECTION
No Scale
COMPACTED SUBGRADE 4" 21-B STONE
CONCRETE SIDEWALK JOINT DETAIL
No Scale
NON -SLIP BROOM FINISH
VARIABLE WIDTH'
MAX. CROSS SLOPE 2%
e 4
o °
4" 3,000 PSI AIR -ENTRAINED
CONCRETE
COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER
DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS
NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH VDOT STANDARDS.
CONCRETE SIDEWALK PAVEMENT SECTION
No Scale
EXISTING PAVEMENT PROPOSED PAVEMENT
F_ —
-
>
o- SAWCUT THROUGH
a
MATCH EX. CROSS
U EX. SURFACE
W
SLOPE UNLESS OTHERWISE
X COURSE
w
SPECIFIED ON PLANS
w & REMOVE
PAVEMENT
PROPOSED
2' MIN.
SURFACE
2" +
COURSE
PAVEME
.NT
r•to .
MILL EX.
r��„il�
�,•�r Irlreip'itgW�'�I�
SURFACE•
COURSESAWCUT EX. BASE
EDGE OF BASE
NOTE:PROPOSED PAVEMENT
PAVEMENTIN WITH EXISTING
PAVEMENT REPLACEMENT JOINT DETAIL
No Scale
L' bl l UIVIIINUUS UUIVI:Kt I t SUKI-AL;t
COURSE - SM9.5A
8" TYPE 21B AGGREGATE BASE COURSE
0 o v o o v
COMPACTED SUBGRADE
DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS
LIGHT DUTY ASPHALT PAVEMENT SECTION
'E 21 B AGGREGATE BASE COURSE
COMPACTED SUBGRADE
<zz`DENOTES ON - .
GRAVEL SECTION
No Scale
2" R
CONC CURB AND GUTTER CLASS 3A,
\� (f'c=3,000 PSI) CONCRETE
6"
8 4 \ \ 1" 1'
Q
1311 4 T
Yj .No Scale 4 ° a v Q 7"
v 4 4 v 4 v 4
a 4 4
Xa. v
\i\ 4 v4. a ° _
CONTINUE 21 B STONE
BASE FROM ADJACENT
PAVEMENT SECTION
UNDER CURB
Appendix IV"
Flexible PavementDesign Worksheet for New Subdivision Streets
This Sheet is intended for use and submission in ooniunvt'ton with VDOT's Secondary Street Accentanee'Renniremenk
County
' t�" .
Date: .2
'
Subdivisipri.
r G ai r ry 5 t is y �2 tar tE' "
Stre t N r
„
Desi n En sneer
r
NT t,lt�t"L - }lwleutCitlSS It
Phone:, 2 J Ily(� ,
AADT Pro`ec t r • r ,
1 ted traffic fvr I e st eel segment cvnstdc;red, ps defined m the Subdivision Street Requ1. ttNine nts;
CBR, Design CBR Average of GBRr x 2/3 and modified vnly as discussed in the Pavement Design Guide.
QBRT CBR value of the subgrade'sample, taken and tested as speeificd'in the Pavement Design Guide
DME VDOT District Materials Engineer
EPT Equivalent projected traffic
HCV Number of fleavy Commercial Vehicles (e.g. trucks, buses, etC„ with 2 or more ales and or more tires).
%HCV Percentage of the total traffic volume composed of Heavy Commercial Vehicles,
R' Resiliency Factor = Relative value of the
subgrade soil's ability to withstand repeated loading..
SSV Soil support value of sub grade (SSV'= CBRD x RF)
Dy Thickness index of proposed pavement design computed by the Conventional Pavement Design Method
pR ZT.hig4ues5 indeN;,(egmi. d, based on Design AADT and'SSV, determined by Appendix'I
�'� �� Far prel#urinary des
(� RF value Pn
CBRD KZ%
use the lowest
O (A) Limited to Design AADT S 400 Show pavement matenal notation and thickness from Appendix tV Tables. A an+
.77
0 (B) Show pavement section as developed in the Pavement Design Guido. r Dte — =
(See Appendix III for material ngtatiups and thickness eyuvatency values (a)). from Apper
Description of Proposed Pavement Section
Material Notation Phiekness;, h x
CnrfanP <* AA 61 ih A r a* '7 "✓
:
{ , to
lar must equal or exceed the value of Da. Dp. = E(a x h)
28
PAVEMENT DESIGN CALCULATIONS FOR AVON CT
No Scale
EXPANSION JOINT WITH
PREMOLDED EXPANSION
FILLER, "ZIP STRIP" OR
EQUIV., SEAL WITH
SILICONE SEALANT
1/4" SEALANT
NON -SLIP BROOM FINISH
WWF 6x6 W2.9xW2.9
2"
a 10" 3,000 PSI AIR ENTRAINED PORTLAND
CEMENT CONCRETE
0 6" TYPE 21A STONE COVER
COMPACTED SUBGRADE (CBR 11.2)
DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS
HEAVY DUTY CONCRETE SECTION
No Scale
n e a
6
° EP/. a ". a
'_TOR AS SHOWN IN PLAN. SLOPE NOT TO EXCEED 1:12'
WHEN ALONG SIDEWALK
°6
°4. 4 °
EP/ FC
1' OR AS SHOWN ON PLAN
WHEN NOT ALONG SIDEWALK
CURB WIPEDOWN DETAIL
No Scale
AVON CT. (25 MPH DESIGN SPEED)
EXISTING 15' 21.5' PROPOSED RIGHT-OF-WAY
PRESCRIPTIVE EASEMENT DEDICATION
36' ON STREET PARKING IS NOT PERMITTED
CIL
1" SM-9.OA T BUFFER 5 SIDEWALK
10, 10,
(TRAVEL LANE) (TRAVEL LANE)
2% ---- 2% 2% —*—
r
n ° i
/ COMPACTED SUBGRADE �' ) \— 3.5" BM-25.OA
CG-6 J 4 UNTREATED AGGREGATE
CG-6
DENOTES AVON COURT ROAD SECTION AND PAVEMENT ON PLANS
11H o
c �
Lip,. No.. 040204$507
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DATE
H
611512020
O
BY
J. SHOWALTER
DESIGNED BY
J. SHOWALTER
CHECKED BY
C. KOTARSKI
SCALE
•
1"=20'
24.0 z r•--i
30, 000 23.0 0
24„ 000 �
i—+
«w, 19. 0 (J1
Example 1t1,Q00 19.0 �+ •
D = 10.7(interpolated).
3 0 .:
or more 6, 000 w
18 0
J
for design parartteters
SSV — I I and Design AADT — 480 , 000:. 16.0
. In
z(inte 2,OQO 15.012 WwQ 1�
1 00
/1 0
„&w soo 1 :0 —' UJ
2.
7 x.�.. 11
.0 Q
aoo 10.0 = Z
4
3 200 J.Q.
100 8.0
V
Scale 6.4 Minimum H
DeS1gi"i AADT 6.0
S c a,1 e
Thickness Index
Please refer to Appendices Il and V for the application of this diagrani in the °design of pavement.
32
JOB NO.
40202
[ SHEET NO.
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GR-2, 2A
27�4" MIN - 28%q" MAX RAIL HEIGHT 1 x 6 CAP 1 x 4 CAP O1/ER 6" HASP
11 '- 0 " DOORS ONLY
6'-3" 6'-3" 3' 1f/z" 3' 1V, 3' if/z" 3` 1f
4.15 ' 1, 5' 2. 66' 2. 66' 2. 66' 1. 5' +? CF AIG w J 'K CARS Kt =
, No. 040204IS507
BOLLARD (TYP.) �6/2s/zazo
12' STRAP
4 x 4 POST UNLESS HINGE
I I I I I I I I I I ON PLANE NOTED CONC. -) `
2 x 4 RAIL
J J J J IJ IJ IJ IJ (TYP.) PAD 1 x 6
4.75' TRIMMER
GR-2 GR-2A 1 x 6 TRIMMER 6 x 6 POSTS 1 x 6
M
(6'-3" POST SPACING) (3'-1f/2" PO$T SPACING) E
SIDING N o
30
MAX DYNAMIC DEFLECTION = 3' MAX DYNAMIC DEFLECTION , 2' '-�� N 0
1 x 6 SIDING E z
OUTSIDE ELEVA TION 0
12" CANE BOLTS
NOTES: 5'-s" 5'-6" OUTSIDE GATE VIEW ~ `L.
LL 3 0
o �
PLAN VIEW 1 x 6 CAP Lc,) O a r H a OLL
GUARDRAIL LOCATIONS SHOWN U PLANS ARE APPROXIMATE 3,_0» 1 x 6 CAP 1 x 4 CAP 1 x 6 CAP ¢ Lu v coz w w W � -'
ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND NOTE n _ o � <
AS DIRECTED BY THE ENGINEER. a ? p N i
FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET N0. 501.05. OPTIONAL GED METHOD x OPTIONAL OR-2A METHOD F10,- I j' ADJUST TO HEIGHT W N a o W m
USING NESTED RAIL USING ADDITIONAL 1
FOR DETAILS OF RAIL ELEMENT, RAIL SPLICE JOINT, AND RAIL ON BACK OF POST OF CASTER WHEELS z U u
fON GATE ��._� u ¢¢¢ �o
ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 AND 501.02. x WHEN NESTED RAIL OR ADDITIONAL RAIL IS PLACED ON BACK OF POST „ � � � � W U U � pW ~
RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII FOR GR-2A THE POST SPACING WILL BE 6'-3". CONC. �� I X 6 TRIMMER 1/4 SAG R00% o a ? o ¢ ¢ � LU z
BETWEEN 5 FEET AND 150 FEET. W
ALL GUARDRAIL POSTS SHALL BE SET PLUMB. POST SHALL
�N4
NOT BE SET WITH A VARIATION OF MORE THAN f/a" PER FOOT
FROM VERTICAL, W-BEAM,BLOCKOUTS.AND POSTS SHALL BE
SET AND ALIGNED WITHOUT ALTERATION OR FORCE, AS PER
SECTION 505 OF THE SPECIFICATIONS.
ALL GR-2 AND GR-2A RAIL SHALL BE MAINTAINED AT A
HEIGHT OF 273/4" MIN - 283/4" MAX AS MEASURED PER
STANDARD GR-INS.
ALL W-BEAM RAILS SHALL BE LAPPED IN THE DIRECTION OF
VEHICULAR TRAVEL FOR THE FINISHED ROADWAY,
THE OPTIONAL GR-2A METHODS OF NESTING THE RAIL OR USE
OF AN ADDITIONAL RAIL ON THE BACK OF THE POST FOR
STANDARD GR-2A SHALL BE APPROVED BY THE ENGINEER
PRIOR TO INSTALLATION.
FLARE RATES
DESIGN
SPEED
INSIDE
SHY LINE
BEYOND
SHY LINE
MPri
SHY
LINE
LS
FLARE
RATE
FLARE
RATE
70
9'
30:1
15:1
60
8'
26:1
14:1
50
6.5'
21:1
11:1
40
5'
16:1
8:1
30
4'
13:1
7:1
STONE
WITH TURNBUCKLE
V) = C: Nz
cz
fl�
a
F-
6U
2 x 4 CROSS BRACE
o rn
�
0
w
3 -0
CONC.
NOTE.- 2 x 4 RAILS
ALL LUMBER SHALL
2 x 4 FRAME
a�
�
w
w�
LU
C) J
ui
BE PRESSURE TREA TED
��
�g
a
12"
Am
ui
lc�
H
� SUGGESTED MAXIMUM FLARE RATE p
FOR SEMI -RIGID BARRIER SYSTEMS. OPOST ELEVATION INSIDE ELEVATION
VDOT A COPY OF THE ORIGINAL SEALED 41D SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION
3" CASTER WHEELS
ROAD AND BRIDGE STANDARDS STANDARD BLOCKED -OUT W -BEAM GUARDRAILSHEET REFERENCE INSIDE GA TE VIEW
I-
1 OFE2]REVISION DATE (STRONG POST SYSTEM) 221
p m 0) rn O
8„4 505 DUMPSTER PAD & ENCLOSURE DETAIL N
501.04 VIRGINIA DEPARTMENT OF TRANSPORTATION
/3 GR-2, 2A W N N N O
_ _ _ _ s'• No Scale O O O N N
1N,: O 0 O M� Ln
U �j
8- 8„ 5/9" WASHER 31g 1 I MAX 8` t"AIL
aAk
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N
n�, NI 1, O O rzE
%"x18" BOLT tp'<` , V) DATE
& NUT � � � N" HOLE I f
__ --
6"x 8"xV-2" TREATED 3a" HOLE R �''.61A SQ IIk TH >Y
¢ PINE BLOCK OR 6"x6"x1'-2" € R i �11 ,: 4T` &�, R: �I �� p 611512020
-Yq" HOLE i 0 RECYCLED MATERIAL. TREATED PINE 12 MIN Q
a /4" / 6 BLOCK OR f�
~ _l�� I I I (TYP.) } DRAWN BY
r 1.5"DIA GALV.
GALV. STEEL 10D �a' MATERIAL
RECYCLED 6 1I11 I 1 .,
COMMON NAIL MATERIAL r )' F 1
SEE NOTE 5. w
``' 6" WIDE BLOCKOUT ( ECETRE
6"x8"x1'-2" FOR USE WHEN REPAIRING DAMAGED GUARDRAIL " ` " RAIL (TYP.) J. SHOWALTER
TREATED z CONTAINING STEEL BLOCKOUTS.�IN:IIYS_
PINE BLOCK
AT
d�H
'i LTRAI�1T EC,EIi' .t,Axo 4"
DESIGNED BY
BLOCKOUT FOR MAINTENANCE
TREATED 3 tr : c vt
;,
SOUTHERN PINE REPAIR ONLY P.fQT st1N, M 42:1 £ f3:1r$L -' F?i£ 2'-10"
tTAthllt';WP<L F�A#a,'a'"°'MEN.PdPa (2,375" u.SlI?(EI'E" ;`
_ 12". J. SHOWALTER
1 P (TYP.) E
' � %k . I #E3 UL1f TEf L A4 iTH R, fi PIF JOINT
� = = ���.���I�N :i�1I✓MT ' Pl�i� �� �� >��€ '
JOINT • CHECKED BY
7X4' LESS THAN r-o" H ='.i T p`E,E I1 �} 'TEiI AI "I 12" MIN
HOLE L,N� A�iF1?hT
6x8 WOOD POST Fos .0 Ara:€WK RA&1P - -
-___
(TYP.)
4"x 8"xP-2" TREATED
5 PINE BLOCK. SEE Ri1I�+�S 1?LAri ,0[FINISHED C. KOTARSKI
STRONG 12° GRADE
POST QR, TYPICAL �E TIer1 ", 2"' 1"�1+ i2'{" i SCALE
THE CRT POST IS FOR USE WITH THE ++ 8' 0" POST GUARDRAIL I?E1R L7IT.iGE'T,1I ``)("."a4�4E11jRE":£t P3P .: I�mm^�01^ITrT•.di
(TYP.)
STANDARD GR 10 TYPE III OR WHERE 4 WIDE BLOCK T REQUIRED P.�a T L .,,• a.:h "
---
SPEC LL OUEfrEWALfIi aH15E<>'- �I)PIN?2 it ,, 1P (�;$b Cj .)f1�I11�E 8Q :PIPE ° e: 1" - '
ED BY THE ENGINEER IN THE Sr I 4 . - 2O
PLANS. �Fo� 1 SE RdtTkl; C , 1JNUi1J1Q 3 Al 1y I�111 hll' (1 9t EJ f}, , a s$Ep&Jl II'E' 1!8' I I °
E R
r :I=' gE DTI 2 WASH
�---- H _ �� ,. � HR � 7��E I �iQR:AtL�, �f ff
DETAIL A ,tIF
-1 o a i
4FC�R:.USE A41-�I1� �TE�"s� 1/2" R
a:�}- ,
la" DIA POST MAY BE HOT ROLLED OR WELDED. 1t Tl"'441J'I R;T.Q,E$# LL .Zdl"eiT ??3 5,' ! "f3 (MAX.) 0
HOLE N %" 8" GUARDRAIL INSTALLATIONM,Tt. t RR". I1 ,arA1L"rl"�,,AII
SP G T ilFd, FABRIC./�'fIO : Ir1 i LAT1{�I~I !Q ,.6 AILIt40_ o „
HOLES GUARDRAIL l d51k'CI$ T : M 1(IIUEiII,,,Oi< ,., .T d 1 -4
= - SITES REQUIRING LONGER s iv F �QNDAa,*t4,s c�R .APP �u� "�r.T� 8
.,, ► AEI --f RIP ?INt �' . '€ rtC Ef ; k�R,% R''. �fy IP ;T g T1 FINISHED ° ° 5
L CAE . ALA. % ', H.OPfl . bgs'.5H EXP. °
h II GUARDRAILPOSTS ?AIL Oh1l�dTt3�I5.; 12" � a�, `��.�T ; 11 � a..: ' BE II�h+EEr`.A�FD SE
OS S USE .ALC}1iG : (G1EY�f1LKS AP0,:.RAMPSi. H L _� �. Ei} -B� F£��3FFES I�i�1, '�'e�Q ItfIER;; GRADE JOINT
f #e1131 "HOLD I�r , , t�1�LtO I:ICEWI , T PIRA :TILE„EhlGIN� ERR',. ''14" a
3" PIRF'ICI ';IA3L- H L E,;II �T'rL?; '`NNEIi -, 1'M ', ,141z,��C>WEALII1„OF, Vtf�9kNfA .
I1 ¢ `TF IC31 WALK, OR OAI`dP CrI��EE�'" /'RE", EOIJA AEI ,�i`f�l? iNco fdP�PC3IV.EN�" ..: 1 `' A• ;,� 4 � CONCRETE
AP,I'R IIAi'I .�,? f,AAtiEf 11 1! "
N T ARC t: T.UR,EA?'Ti1AIR'P€N7 £IR3PI#G A�€tE1AtI QT R t^ 8
t 1 IpA l QET.A I , .aY. H, aURI E€ F .,R , tt,10• EIR�0E - FECI: I ATIO S,, a #3 REBAR 12 O.C.
4 J o Es SAIL . tlt 4 :. E INCIII, I T Akr::: rE ;:C�J T ` T C S ( )
6"xa"xr 2" a IFcR'1 "Wtt ;' 'Y? ►`& A HREVE A:(a�11F t -, TIN DPJ.AtL , R A E� : L WASH
11 %"x10 BOLT Mi 1,, 1i1F2.1i.RPlir`sk THE R6 LII1 r ' : 4' Ia3SII0, AIa o
o _ - 11 & NUT TREATED PINE �. 1. ALL BOLTS, NUTS, WASHERS: AND OTHER PRAN E ' % .a ! CAR iSPI # II (#G xklAd L BE; I dCL 10"EIS ip1 .Tg{E•, ° o
_ _ 5" # 57 STONE IL I=
_III_ BLOCK OR o STEEL ITEMS ARE TO BE GALVANIZED. �hi�h:".�R��€l#•��� ,•" „ • a
- -III-III 11
III -I -III- j� 11 RECYCLED w 1 ,qA�I+ IYy ,F TENET I�A1 l �I A a A � WIT�I . ,r, , A ,"_ ° =� -(i l l MATERIAL 2. ALTERNATE TYPE POSTS AND BLOCKQUT MAY A i''" _ a.` - fi. ,("ASP - A��3r. t��xl7; A�`TM �8�4: i4a L rJ$J Cliff i�d4iLT �•, "
r - -� I I; I I ) i-I, ti BE INTERCHANGED ON ANY ONE PROJECT WITH
^,.. Ii45t. Iai1€E:1'€ 8
T- W6x8.5 OR THE RESTRICTION C H I r= a , "+AE '�1fITh1, rrTQ h' I IE ye* >
r li a E ES RICTION THAT THE SAME TYPE OF �,,±r� () o:.'Y (�S. Fe PI ,I I E. RQ�I ? Etta; -
POST Ff�, aRi TI1IN-.: G1'iMt .IJIkI', Y5T1.:R[M. ;67':=sAP'RC>G1..fATE1~SP ,:
Il W6x9 `s SINGLE RUN
BLOCKOUT MUST BE USED IN ANY tt `k .'.7' '""il IImI> "'F1;3 ; T VdALL ( FTA y; I t T "M1AY :9E: EQ IN! L lE1 Q to a
UN 0 GUARDRAIL. I , . G T lP Fti ACE I�idCFIIJR r,Af1€I,. aIIALL' �� °
&,INCLUDEP INTHE I.JO RAWINOS;
1 - M CONTINUOUS,
Q ° (2) #5 REBARS, BOTTOM S
Il OPTIONAL HOLE 3. FOR DETAILS OF GUARDRAIL ELEMENT SPLICE eT " lEAI SipE;+1=,:,
II TO FACILITATE ° JOINT, HARDWARE, ETC. SEE SHEET NQS.501.01 A#DIE, , 3„ LAP 2-2 AT SPLICES t n
3/2" DIA, 1 GALVANIZING AND 501.02. I L J n��i
HA [J AILS S AL IIATC frW PMPS II1EVt 1 ,pig TEF�S
HOLES 4. DRIVE NAIL ON BOTH SIDES WITHIN 2" OF THE " ° " NOTES: ro
5 ! RlEiT x ASIQ f?lkiT a� „ COMPACTED SUBGRADE
q TOP OR BOTTOM of BLOCKOUT AFTER /e" x 18 -4 1. FINE BROOM FINISH ALL STAIRS. 3
HOLES IN POSTS
BOLT IS INSTALLED. A 8 'E3'AILIs'drr'S":: tfAL i3E,, Q, UN�3ED..AN ,:E F OIIV:! G .!3060�
AND BRACKETS B � , I ��� t IN T> Ri? a, I�?$�A1 ATI, ? I T E+I ACC! "f C f # E,' 2. RAIL ON BOTH SIDES OF STEPS (IF NOTED) o
TO BE %a" DIA. ^ I (IT?1 'ST LJq',b 3. SEE PLAN FOR RISER HEIGHT E
� ' 41 MER $ALLd A'JAIL' LE Af Itl d�1E 4 " MAY BE iUSEO. It, LIEU, � a
CRT POST STEEL POST Of' ICt{INi�-'t�h1 ;� .. �A,1 I � TNT �Ni ,:'�I;�GO�t �1Tr�TE[I ' ��tt�M
m
I IE ,tid PO. r". T. 1TH" Tl : R�II1CIr�; >Y T r. a , S MtT7EI3:: LTH �Nale
ERIOR STAIRS
IPlS;T(dR+tNitLr1p;?PR1[•..€NEI1(tR fN
SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. 3`�EE'l=,, �. " �.C)#;pE at111H„�J(; ,I
REFERENCE -\VDOT T<:- ' . ; . �. ,,,.R ;; "d:, {2" 375 O4%) SC EP E""8 } PNPE Fi3. (ItCV R T.p •' E, 1,: ,' aU
STANDARD BLOCKED OUT �#E'TAJ f,'�hI- SAL ,, �;, . , ,ACCQR WITH Tip a T 9�IT1� '{�
W BEAM GUARDRAIL ROAD AND BRIDGE STANDARDS Y 4 a �::, MI#�, PiS ,( ;,375 �} �, �' h(E I1� E' k� 'PIPE TI IE ;�.3,Ria�d)1�, kl F R . TA. F1 EL I
221 f 4Plal�7€' J 1t4i : . Q, ., , : TI "� ;? C,'�?(�«"
(STRONG POST SYSTEM POST ', i KETS":n; �,. IN:,c.. °'t �°,o.D, Su ��I �� „ � t3.r Q J
236 AND BLOCK+pUT DETAILS} REVISION DATE SHEET 2 OF 2 5 a , ,, . ,.x , � E �`3,.P1P, Iil�a {AlI I., � T, i<,,E,E , S QNL .-.AS A�PAQTE TIS? k F "_
505 _': £k .; , t�#. s lfl.>,STEEL' " 6M R f %�'f .' f� ,' ',°vF3 UI 31 RE[SV=fMANiS; t�NQ? SH9E.IL O',610 .B C?!' .E N: I' � '-' H o
IR I IAyy�yg
E . I , r �} A+T#f��i,
Z
VIRGINIA DEPARTMENT OF TRANSPORTATION 08/14 H r T: - E,+'IWE C � ell. ��t3[�E ^4YM �tE,)T:, �?h{� ��E���'"aI��:EG'T =�i7. ANY;:%I�E�11+�?�L 1MRAQT.' �
SOLOS �- »�: F� ' EilkC11LAR €?R TEC.TICEI'I STAhdIJAR:G,', UAA30RAlk B ULB: ca
-
E' R"USE f1L, tiG S€1ARED, 4 E.'PAd i i';.
E ,IJS
�' SIGNAGE NOTES: I-
cu ASPHALT 1.5 TIMES SP I ItA1� i1 a" coPY ,e F T E : I I Ar' , qEA r � Atl � I %I " l AA'It c,t r��t,,Fl 11 rM T
EXISTING PAVEMENT -
T N R HAND
j? w
+�+r� Al°`raTAs> 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF ro
N MIN. 2 WEAR COURSE 105 { L O+.�AT N , EREC T"IN '`: P ia(oN:pAT " : EET I 1 EACH OF THE FOLLOWING AND ANY REVISION THERETO: Z LCIL
AND 4 BINDER COURSE Y"'��CONTROL DEVICES.
`
Of TAN( TAtr7 A. MANUAL ON UNIFORM TRAFFIC CON ES. H•-� H
B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. > Z s
a TACK AND SEAL
TACK AND SEAL C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATION Lu
S W Q
D. THE 2000 INTERNATIONAL FIRE CODE. O
o , 1' 1.5" DIA. GALV. (� ? o
V I W -0 Cr
N EXISTING PAVEMENT 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH a(D
* •��'*`` ` 1' UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE 1 _ ~ z
.. t ` ` NOTES: ABOVE. U O 0
�:•;�;�;� ::STONE SUB -BASE
` ; ` `�` 't` ' ` ' ' ` ' ' 1. PROVIDE SHOP DRAWINGS O z = 2
0
o • • • • • • • • • • . ' . • ... FOR HANDRAIL FOR REVIEW 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED PRIOR TO CONSTRUCTIONS AND INSTALLED BY THE CONTRACTOR. ALL SIGNS TO = cu
E a
3 6 . . . . . . . . . . . . . . . 6" 2. RAIL ON BOTH SIDES OF RAMP BE FURNISHED AND INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. -° N
n a 0
�
• - COMPACTED • DOT 21A � o
�
V, 3' -0'
. . . . . . . . . .. . . . . . . !, { z
li . . . . . . . . . . . . V O in
H �Q
�• • • • • • • • • • • • • ' CONCRETE SOLID WHITE LINE
z 4" MIN FOOTING - 3500 24" J
PSI @ 28 DAYS (TYP.)
.... o
PIPE SLOPE AS SHOWN IN P
j : • t . i BEDDING AS REQUIRED 4 LAN MAX• 1:12 STOP o 3: 1 a ° cm
27
°a
,i11' I I. - 9 °a ° �I I ° (VARIES) ax) o
I -
I
STD
_ NOTES: - ; - -- - ro
--- - --- -
-- a_._.........: s �... ' I.__..._-'.. �( 1.5' AR DETAIL
° 0 9
°
Ej .I ,
1. PAVEMENT CUTS SHALL BE STRAIGHT AND VERTICAL. _ 1 1 ,.---.. ° _ I I STOP B o
......... - ° --� �! - ° Li -I .......... NO SCALE
a . ! __I I .........1 E i_ j ; __� ° 1-I NOTE: STOP SIGNS TO BE 30" WITH
2. REMOVE TEMPORARY PATCH IF PRESENT. EXCAVATE COMPACTED �I
j I I---_ I I <; I I -_-- HIGH INTENSITY SHEETING
BACKFILL AS REQUIRED TO INSTALL NEW BITUMINOUS ASPHALT. j I^. __: _� I^ j E - MAX 6' _
ro
RE -COMPACT SURFACE OF BACKFILL PRIOR TO INSTALLATION OF PATCH. $„ JOB No. N
I N ,O
d ro V
40202 @ N
PAVEMENT TRENCHING AND REPAIR DETAIL U
RAMP AND HANDRAIL DETAIL STRIPING AND SIGNAGE DETAIL SHEET NO.
i No Scale No Scale 1" -0
No Scale C1.2'
�
I
... � � � ..... I.. .. .... .I....1.1.1 ..... ....-.1. I - ".. ....I.I..""..., . .... � I I . . � - I .
.
I— ... "I'll.-, ... -.1.111.1.111.1.1. I—— � ..1.111.11111 11-11"....I.- ... 1. 1-1.1-.1-11 I �� ... �.______ ..... _._ . . ..... . ..... � .......... I ........ I 1-1-1-1-- ...... __ ... -1.11.1 �, ' - ) L I q,-WiWo
11 . 1 4Y � ,O
I 1. YXIOX I I � -14 Y--�
/\ I , 9 - � L I WITNESS � POST',WTH 1, A Lj - ,
,____7 1 !, LII - I . 79 I I /-, PLAIE 5' GALVAIIIIED !" 'NEAS qkp I _,(" t,
'
.. I � 'GOOQ FOUNDATION MATERIAL RQCKY FQUN,DATI%j MATERIAL � I , . , CAPPED., ENDIS PAINTED BLUE IN REMOTE, A , I
I j V I i 11 � I I - . ' 'CA ' �'_ ( I
. . I 0 �\S QIRECTEI).�_M�RkERLO ,,fl'ON M SUBJECT
. I 1, I � . �, I A� BE , 11 .11 .." V1, , k 1(:::i ,,', V, NO-
7;\ 14 1 TO HIOHWAY oEPARTM .��
I 111� I - � I I . . 1 45' ; -4 � ENT APPR,QVAL., ,�_�,", �---r_ - - I
i I -�fu� I mox� � 4 -
- -- -
1.11 I �".
I I ! I , 0 1 ,
...... .......... . ..... 11 ....... I.: i REMAINING bAC,K)FILL ,$HALL ,� I 11 T= � I
,
- � I 11 '\4, - P q NbtE., HYURA41 MUST 6.1E,
� I , � I YrARS. *
I 3K MATERIAL I I I 4- T FINISHED (JOADE �, . Q, CRATCjW. 1 I(O _K1 �:
. NOT CONTAIN ROC I �, 1, , 'I I EQUIPPED -WITH r�HARLOJES- -
I 11-1 I " " - T X - 'H I f,k. No�
,
� , il,� " �, LA I , 1��j I � ��� I I 1 24' IN 11 1, I ,14 " � , f� . _j \
I
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I .( emlii x R617R THAN 5` ,IN AN"i', g4� 'INITIAL ,O it 4' IN ,� ., . I , 1, � I. I I 11 � I .
I 1. I � . I LL I, VILLIE'RIRCAD5, WIAI(,, )$�
I �QIMENISWN, ,a I I �6�1 I I �C.KFI ., . '81 � '81": 1 I . 2' �11 � �' THE L60,AL tfANDARD. - _�, I 11 I 0_6/1_5/20�20 4V
-
I . �. � � , � I 1_. I . I " - I I `4111 I I � I 11 � 1\ I 1 iI � I �,,� .0
�4 ll� - I I - 11 MI, I I I ll A, ER RANPH ,VARIES mI on', �P, I
I I I ., I � ), , \ J, T L , QTH .101F B I I �%, _0,��,
�K I k V,-r I I I
I
I INTJAL.'E,$AC FJLL� 1, ''I n I/ W1 1 . '00, , % I I 'A
" ( I, , , , ININ 01 ""' '111" 6"' 8, , EQD(N6 , " , � i I V 11 6" �lm 0 ,e,,� 07
I
I ,� 1. " ' I I � 11 ��,,'�,_ , � � " "A '5TONIE I --411- ii 441' TO 10' - I -`at�_ , -I IJ,. AL 1�'�Aaet
111. I �,!"40: b 'Ur I pj, . I �111111111"�., : #65 \ � I I I I .
I i I, 0" I I �. 11� I ly (2701 '� I ,A, -V 1�q
KVQED�`ENT. 4 I � - I I 'ADJUSTABLE VALVE BOX W/ LID.
, �i THORQUOHLY COPAPACTE.0 � I 11 -1 � I I .1 ''. I I -
, .. I
I I BY HAND '0011 1 'Ir'', *; STABLE SOIL ROCK � FOR� ALL BEND," �F , OR VVY TINGS, 14871-22i'� 1� 11 . I .1 *V4f owl"I"
,SPRIN,% LINE I N APPRQV,�.D - . i... -5 I I . I I I I I VALVE BOX �_, I I
� 'j"A'' I I " I I I I I � 1. 11 I
,. MF�_,� ''NiO4 'TA00 , I -1 ; 7 CV , FT ,. - - Li
*
" �. I . I I I . � ACCOMMODATE 1 4-68 ON � 'Ei 11 L �
1, ' - - -11 1-1-7 1 � I I .1
- � I .
- STEEL CAP OF PIPE � �*- � -�, I 7 - I ; I ;� * SCRAPE THE BOTTQ I M OF THE TRENCH. REMOVE ALL zwzz 1 1 WIPEN TRENCH TO - /V_ S., � , .
, . I I I I 1 I
/ Noi Qpi SLT,01,�fE - " 10',� N HAQN,(3H IN Q 11. , ". I I
- - - - I I . I AP!;Hyjt� Ir I ___1 I
:1 _�, I I .1 11 STONES TO, IN$URE THE 01vt DOES' ' ' REST "ON �ax AND � �
I
1.
I ',,,
OEODINQ '6,11 "N I 1. I - I 1. +
e. _*� < -1, , 111 REQUIRED, W ",""I'll, z, h m E
" . . 1. 1. ,. Tcjx� THIFN COMPACT THE:�5011_ i P'ROVIDE A, 4" QFPQiN.Q, OF ' I ,X,' � , .
I . I I I I I C:) 0
, I � til� #(�a S,T�'O'NE. -- -__ min M� ) � OATE, Ul U
.. 1 4 M 1 45" ' , , `j " ��
� � . - I I 42,Ivilm , i a e,�,- - -- I i � �q , . r4 (n
d.. , ,, � , ,,,, X� I
-
. I FOUNDATION (,SHALL, BE �: . � ,'k- r /- 6MOING AS, ----,- ", ,,, YAL,VE I.t I � I-) N -
. , REWOEQ I- J,yl � .." � C:
I I � ", X 6
, 8", X 6
. I ., .1, - , WHE� ,OIL 11 �, �,�,,,, i,k - , I , Z
- - 6" DIA STEEL PIPE I . I I � 1 S I I 0
, - I I -
,
� . I e R ..., �' W R , � I ,,, I k_ 11 . _", %1' .- . I :_ TEE * E
a . FILLE6 WITH N5 ARE UNSTABLE, FOUNDATION 1 N POQR 5.01L 011 ,..0NDITIQN. I �
�a_ , DER - QQ T Q .4 Z i 0
� 1, I � LU 6 E �_q
, , V/ ,ETE AND : ILL �) 1� ,� . LQ : I . 2500 P,3J. CONCRETE- T - �, _ 1� _;j = 1--
. - - I - �� I
: POWDER COATED / \_ I JIASI AAN� I - I " I <
I I . , "' , � 1'1� 10 � B�OC (, I; I U a) 3: 2:
,
, -
3.5' .1. (COLOR TO BE 1. I I 11 -- I.. .1. � , . , MIN , -*--I I I �� � l- K I, 11 ,� � I I I .M,J.. CATE VALVE I-_. LL --1 C,�
.� - ' I'll .... I .... I'll .. I < " 111 3:
1
. . I I ,, � -1 - - - - 0 V) V) V) 4 0
� SELECTED BY -.4, ,T I ,_ I T I SOIL, , , -, - - - - 0 U. = r, - 0 LL
�1' OWNER) ,I,,,,- 11_r�p, , 1'11� , i I` r�p, � ",", I U�IDISTUR8 LE �Iq l- i- � -
1, � 4" t - INITIAL BA��OLL --, 1 4!, Ml� STEEL PILE 11 I I , LET 0 M -,
.. � '67 , 4le, I I , I 8,; �,,,� SECTIQN I - I SECT[OIN-1,21=2 I I AESTRAINE6 J0INT;FITTINr,S . cl� LL, = (n Z Z Z < Z
"I I'll 11 .1, I Z LU LU Uj cg� ,
I
I WHFN THE SOIL IS P1339. E .j. .j �.j O�
: \1 � , ... � R 'HEN I I . I CL
.1- ...... : ......... 1-1-1-1 . .. . ...................... ..... ......... .... .. .. . . .. . ... I-. -.1 ___ ,--,-,- , - A -HYDRANT; IS LOCATED' A , ILL, IN AODITION I I Zi - LA 0 2: 2: 2: 1--- Ij
,
". -- I %MIN w,i, , #68'STONE, ' I ., i �1 I' . C) Cn
NOTE ��.' ,SOIL __,,�. � - �- 1MIP MIN, __ - 1 ' -1 1: I r'� II-4
, , =� I L-1;r0i _� TEE AND 00 � - 2: 2: 2: l- a-
: ,� �� =_ ��, �= , 11 , T9, Pg,Q,R' TE � PILE .,SHALL -
,, T= I- � PIPE DE��EE BEND PIME�Slbtfs OL, ,P$ YQL� I a > C:) N 17
: 1_i�___*:i4 I � =, 7., 11 . 8E IN
ED A% CONCRETE,,
�. PAVEMENT PATCH 1"", IPE;t�,U VDQ R _,� � SH ljtt_�_ R . 1, -, 1111�%,_ 5'exgl�, 51ZE 0 (F QU.YD. (FEET) CU�YD� is, AQQITIQNAL,. UPP. 13T.2 I - Wj C'J O_ 0 0 0 Z .
0 \ ,� 5 PA,EE _,T � IrH,T-,',O,f WAY � ,&L BE -1 ,�� ,ANULAR, FILL ' AS � sl'11'111� IF .EET) 111. I I 1 4 � U U U U-1 CQ
1�, I I LINE�
'
,
r (' D �f ' IR ,� 4w, Si APPROVED: BY AQSA , T WATER. iat I 1: )*1 I I � . W C'n
-
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;�/Xz///,�/, , 6R �41f � . � I , X In
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. I " ND J�P , � . , I N .68, 1 011 - ' 1 25 2,60 � 0:15� 1 Lj Li < < C(- M LU
1 � w I - _', - . � � , A A 4" BEDDING OF ,b�' 4'? �,& " , - 0 -
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,� , 14 :4 , . s" .. I i _� , '5 00 �, L_ . i� 9 6 �
� � �� '. , U T I 1= ill ,22 I. ,Z, 0 0 �15�, 9JO NOTE . , 1.
! - - � -!St,QNE�!$HALL BE PROYOED' 40 , lo � , " - I 0 4 =3 't
-1 I I-- - F -� -, . -1 � �' � .. - - - . 11 2,00� :15Q 0.10 ' I � I I "I V) X C: Z cl� C� O� l- Z
M-0 - ru-;= �� " I ,� . I . 1, 1714
� I
I . � . 'ERE R -ON A MINIMUM ,'.W' NOTE : ,?I '.Rk�t_ AND rEE'P,'4REE 'OF CONCRETE, :0 1, W 10
.1 - 1, �SU�06UND LWF 2500 P�$,I�
. . 1 3,10 3 3'. 'iIli � Ni,i��E I TE . 'I'd I � bt�,RINQ AREA.
� ,. , 3, WH _OCK I'S - ENCOUNTERED, I PIPE .SHALL, BE WISTALLED . EP HOLES �YITH '�, I I I � '. �� U 0 ULI LU Lij LU LU
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. BEDDINO,OF NO� �15,8:, STONE , 1., NO ROQKS, SHALL E3,E.ALl_OWED WITHIN 224" OF THE, YIATER- LI IN ES. a i:t61 1 116 1 191 �,�,,66, ,:0.32 (,iNoLUDiNGj)iTCH,E§ ') � � I I � 1 "4 ' ' I C (f) C) 0 0 �_A
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.-.. . , - 2� NO :ROCKS LARQ r-AN 6" IN ANY DIME S S 4 1 �Ad" 'ziv, (n (n U-) LU
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., . 4.'NO :01ROAN1.0 OR FRQZTN:MATERIAL OR DEBRIS SHALL BE .ALLOWED 42' 1 /12 Z�33 2 �,a -9-86 �4 1. � , _ ;, I , ; \ C) U.j
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. I -ASE I S. THROST. kd�KS ARE REORE6 WHiENEVER THE iaiPELINE : 61ANG� lk T,O,,,,1 r � P Q,GED AND I �T I E H,YbkA t S AL
I , 1 ,5 D � i� , QHANG H. I IN H I PEP:QR�t, 0-
__2" MINIMUM CONCRETE ' ' PE , 11 . I 11 - _Lt
TYP'IQ.AL "StW�R' FIT ' ,-5,BELL HOLES SHALL BE DOG OUT IN ALL C 1'. , e, ,' L . . I 1 P 'Lo I'll, ,BE PUM 11
BELOW STEEL PIPE . , . ''I I � SIZE,, DAD, END�;.AN T'�,�AOES�'' MALL EXTEND SIX:( ) IN A, _ G A E,
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� �li _ , EL POURED QN. ANY PART, OF THE al�
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DU,.CT[LE_ lk'O'N WATER. 4_THE CO� LTING ENGINEER.�HALL' BE RESP60�16L'E T6 THE VERIFY THE TYIPE & SIZE dF, ' =)
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. . I I , I . . I � 11 ALL THRUSt BLOC"X�.�, TYPICAL FIRE RYDRANT A,55EMOLY 0,�TAIL TYPICAL GATE VALVE 0
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'14� PIPE INSTALLATID , ,.E�EPDINGI 'CONCRETE THRU, NITS (D
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LLARD DETAIL F10,131 3, 1 vid. W-4 . 11 Z)
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N Tale I FIG.' W�12 � I �1`110_ lk�,3 I -1 - Cr_1 I I I
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SPECIFICATION CLAUSE PowerDrain - S300K iron edged channels rain - S300K iron edged channels � I , � , I . 74 ''I 11 - , ,,-.,I - � , = � ii3O 0 0 -� Ln
k EE I I PowerD ENSJOI,i� DIHENS,tUN� DIMQ4�;P�;
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."� "I 1.,� 11.! A. , , `21 -, < -_ �, -_ -_ --
a,- PAVEMENT PER S300K POWERDRAIN - LOAD CLASS E One meter channel Half meter channel C", ��� � '' ��; GO cy) 0 N
7. . . ..................... __._ .......... .. .. --.--. Z 0 0 1--i 1,0
. .1 SEE NOTE 4 EXPANSION JOINT TO ESIGN - _ .1 _1 - Im " W -4, 1, I/_Ff�l 31,11� 15"VI , :31W I
I ENGINEER'S DETAILS GENERAL 11 Top "'I -Ail Or- .'�'�'�r',�,'i���ii�,�lf��xl�iii�����ll,�ll-��f-l�fit4�in., s"N"', ','�,,%,ri, I N 4,, �, . - . , 0 1
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OCUME THE SURFACE DRAINAGE SYSTEM SHALL BE I M= __73__ 5� WN. 10, N114. � �
. ,de- I SEE NOTE 3 _\ NITS CL �InL 11RE W: I DATE
� POLYMER CONCRETE S300KCHANNEL SYSTEM WITH 0 - --------- 19, �Matto 1, � : I � V)
: , � �,�,56 , -
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F. ?111� ,��w 0 n'T 11,� I I I I ", I
DUCTILE IRON EDGE RAILS AS MANUFACTURED BY : 11_1,19,.��Rlli M11�11M�6 � "Pt r,�, �,, � � � � ������i,,��,��,����,9�����,,,�����,9�q,�� MRF,,,,�,1R,,q,�,,',MM �?F�,,!t',�',,"�,,����(���-�,�,�e",t�e iffl, fl',�TW',"�'.?�� , I . I I - . , ___f2L_kW-
\ I 0, : ________! SJUISlapodchatral-39.37'Ileri) 69001 12.0, 'fi '400 S029S1kped,hs.d-39.37`(I.j 69029 17.52 � 445 178.3 1 , 1 4. 5, MIL I?,',, f41W A", Oiq.� >
, Ill i AGO POLYMER PRODUCTS, INC, I 1"z__� ,,,,, I I ,
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. N' ��"' �' 69046 17.72 450 179.6 . t,
- . 63,003 12AO 315 142.6 S43 030 C-t.,it depth eb.-I - 39.3r 11.)P I.,
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.. I'll.- . . MATERIALS I SK33Siapad,hI-39.37*(I.1 � , I . . 11 I I 006F!EJS4�1,�,,`��'iu 'B S�Q 41TTED, =)
ANNELS$HAL BEMANUFAC n3r(I-laj, 11,��K!�k42ieA.. -_ Q i r I � � I I I I . I I .1 . J..' 'THAN 4* , ', �,� �, ., �, t P ., " �
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. . . POLYESTER RES RAIL. I li:E�R?�ff�,;; 010:11 dl I I � j I � �,� 44 ,KW
I . . IN POLYMER CONCRETE WITH AN I ... : 2�* 4 76'(37 in .111,4 . SK35 Sloped,hatei - 39.37'il.p 69005 12.80 325 145.4 SK3 31 Sloped dhi 39.37'(1.) 69031 17.91 455 180.9 �
A 4 1 . I INTEGRALLY CAST -IN DUCTILE IRON EDGE �_; i1i.l. I i'aia � � � i (IT., DRAWN BY
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, , . I :73'(425,i, 1 'I'll h lk"IMMY 11 !MM 18.31 '�65 133.1 � 1 "a
I MINIMUM PROPERTIES OF POLYMER CONCRE" I w . . . i � . ��, I
. . - " ` :9 *ts ",,W _9 llat'(�W) 219.7T (476 nabil 4.4 +14 SK3,7 Sloped ,ha -I - 39.37* (I.) 13.19 335 148.2 SK3 33 Slopedthi . 39.37(find 69033 __� 1
/7-- 16 BE As FOLLOWS: 1 '025 0,67'(525mm) I , , , I
I - �; � � "I Ift"ilIT �',�,,���,�ll""I"�'.11��,.�,��'��"I 10 it� � 08P 11 I I ,
. . 1000 PSI w " ! ,� � I li��ll",�e������'�ll,q",�'I'�ll', 1W'.1i14,`i v4�� ,J�,.�'� � ,� �� "R � 11 Rlq.i��,�,?11?1 111.11"�1111,.�'U,'Ihl �I�r 7*!17' - ; 6* " MIN, dt � I I
. i .. . COMPRESSIVE STRENGTH: 14 "' , aii.61%as�.,,,J " W (500 j � 0 4� 1.41*11K� N � �t � �, % �, rN, ; �, I � 4 � � I'll, '�'; ", � � � � � i � � � ,�, �� ,f, �, �� � � 9 P,% � ";, ,,, " "I � ?I �,R ",'I il � �', 1, I, 475 186.5 � � �__ , - -
. . 17 / � t i 2 1 39.37'(hra 69M 13.58 345 150.9 511335%padthaettd 39.31*11.P 69035 18.70 - I 6 6 M '16!� Ill sit --------I .
. . FLEXURAL STRENGTH: ,:OCO ,,Si� ; : : 1�3 � SK39SIweden-ti . 1. SHOWALTER
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. TENSILE STRENGTH: 600 PS i - - - j i I �
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/ . . . I: n__ M Q Q_ - G � " k 69037 19.09 485 `� 189.1 . a "
. . I . . WATER ABSORPTION: 0.07% � i 9 r� 40- ... marld.p.ohis-1-39,37"(1ri 69042 13.7a 350 152.3 SOWSopad,ha,rd-39�37'11ml - . �,,
.... , ,
. ..... ......... _ � I �Ni ;1 DESIGNED BY
YES 1.73' [41 -i ;,ee, SK3 11 Sloped de,it,id - 39.37'(1,t) 69011 13.98 355 153.6 SK3 39 Sloped atia.al - 39.37'(1.y 69039 19.49 495 191.9 1 1
. I DILUTE ACID AND ALKALI RESISTANT , 11 , ", � "., `q -6!*�.W,`.,elft , 'I
A I FROST PROOF YE 6.30-UW.W � I . __1__I1 "aae iiW � �
3 �?,94 " 11��N� I", 6 !1? 4 �,, � 1 1��,.,R?,,64� � Qmoti'ill
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. . , . . I . _V / t:�� SK 13 Sloped thset,4-39.37'11.) , 69013 14.37 365 156.4 SK3-G40 Coni depth cheanel . 39,J7' (Unfli 69048 19.69 500 !. " ,� ��,�4, ,,, ,,��,,, �,,_ :�,�. -, , ", , ,,, I I ,� .1 , , , . . �. , I ,� � � I 1. SHOWALTER
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INTERNAL WID fH WITH A 14.2' (390mmy) OVERALL , 'il� Mom", "? ,
- . THE SYSTEM SHALL BE 12" (3110mm) NOMINAL C) ,I', k'Ei2 ��M9�lll 'I'�1,1��l�,�l����?�.�,,?,,,,i���z��,',?Ii�?� � .�4,,Iq�mnln ,,�NA,n�q!�,,',,1� ,I 1� .".." .... , -,� .�--,`�,'� 41, .1 � I � " '. "I
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/. . 0 . �SK315 Sloped thi - 3937'(Iw,P 69015 14.76 375 149-1 S(3�Ml,.hxoa;,baah-Id6y&5rP 69053 37.40 950 99.4 1, I A SIDE VIV�1
. . : . WIDTH AND A BUILT-IN SLOPE OF 0.5%. CHANNEL � 1 � -.1 EiG� I .
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� '3%, ,,,YJ 4 'n ., �4 � �� �� T?,9,"',��N,,,A � � ,;14"I i�
.. . INVERT SHALL HAVE DEVELOPED 'V' SHAPE. ALL ,,� -�,, "N N , ,,,., , ill
12"[300mml . 4 .1 . � . . - . . / al ;� �,,,,14,,�?,.�,��,,'P.O.,',,.'��;�,,?�i,V�,�,�, ,,��p�����.�,���44�R�������,?�l,,�5.��.����!,.,!!,�,,����.,.,,i�.�,i�,i N M WNI'iiiihl,,A.,�A�� ��mNi,,M�� ,iNp ,`�,8'10M �,N','�� I- I CHECKED BY
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'�I- - , � " 10.0,
. � . A 4 - . 4 - CHANNELS SHALL BE INTERLOCKING WITH A ....... . .. I I.. i I 11 I'll, SK317 S:.padchs.ol � 39.37'(1.) 69017F 15.16 385 ' 161.9 se,�-, Goo optik'nul pli,ti,ii. 99902 �6�; - . I . I I
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. . z � . . . MALEIFEMALE JOINT. � , i R � �' ,� ,,��,,�,��,��,�';���,�,',�,,.'.;�,'��,�,,,��""",', .
. � 11'16, " A, ,� 1*0 ul,,�,,�, 2N� ,eok��,�.��,��.�,�"",.""",""���',�,�
. . < . Krock-outs included on every 5th channel )"knii:1 )." M, 'A.�����1,M�;�,�Mol?�,��,������,���� ���,,,������,"���,,�,,��?,.9,����i�g�E,,�,9,����,,P,,,O,,�,i�,�,',�,� ht�� 4,4"�"M0 ,L4A4b,iA �� �� �,,'�`,,1i2l,',"", �` " I - ". ,
4 SK319SIeped'harrial-39,370tt) 69019 15.55 355 � 1616 SK3ahflLo&1r_1Js1d1 96827 1I.69 500 2.5' I- , �
. . . . - 11 , � , ?�, 1� '*1 C. KOTARSKI
I,I� � t� �; l�� �R � E'I,Ifill'�� � i`,111.� 11'1;n� - - -1 - �
1,�t� , " � A � . .1111. I 1. 1.11, I 111. - -.1 11 I ''... �
I . I/ , THE COMPLETE DRAINAGE SYSTEM SHALL BE BY - 'W ,,,, 1P � t i ?,�, � I- .,�� `,� ',",'&.4)t� ����"9,��,���,������!"","���� I 2 ��,,I��w,' w� � �� *� . 0 0
� I ACO POLYMER PRODUCTS, INC, ANY DEVIATION OR , ,_,�, ,� �,��0,,�,,.V�,,�l.,,kY�.rf.��.��,��,,,.��.�����������,��,�,M,�,,,.,���,�!,9,, i� "Iw�!",�.���"",��."",�l,e,,�,, Jr"4 ,,,- i`0",R* '01, , � � ,111,�,"111'111 ,� �! I "40.' � � ''. . .11. .1 11.11, I I ... I I , I I ". - ,. ., , "" . 11 11 I I � 11 I � I 11- 11.1 11
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/ / . , . / . / , t , PARTIAL SYSTEM DESIGN AND OR IMPROPER Type 903D In -line catch basin ;t ,,�,,4 SK3.=(;.�,t��td.pth,h��..1.3937,(I.lv 690,U 1175`400 156,0 Ga. -.1 hxd 0131s� . . 03 ?�� I , 4 ',.' I '. ", I I ., - , , , " �'! ", "I . I
. I ti, , - - , _ � ... �� � � ,� � W � � , , ,,, . , -1 ' � I I , -�,, � �� � "I A
. '� """" R , .11!,"`I$�� 99 1?�§4p 111��f,!%ei��`,,5%',,',� *414 ;i,?q,4i'�,�.'..'.'o,'.'."6",����"",."�� � � �� 4 N P5M�'o �,'4��,',,,�,�`,�`�'�`,.�i` �� � �� ��'5 � I I -,.s , , , ''I ,�� . 1
INSTALLAT ON WILL V I . 1-1- - �4 . ", �N,`,,,,Ni� � .�, I , , , , , '4 '� , -, - , SCALE
I jiry / / . / OID ANY AND ALL WARRANTIES .. _ 1. n- I 111��MN$�� ,'1,141_t"_1'i 1'1�1 tV��N.Pc 1,111, , ' "vi,"N , � . I , ,� I , , "", � I
, I . . � , - - �, ;,:1 i _ __aK�4��_ � 69021 15.94 405 0
. I / / / PROVIDED BY AGO POLYMER PRODUCTS, INC. i-h- : �� . . i $K,1,2I$lQPeid1 thenrol - 39,a7*0,e) 167.3 S113duattlaitoo orgaix1re[ADi � 96833 - - 64.0' � I . 1. I I I I , "A , I
: , � I � I
----I 12' [300mm) I- 12" 1300mm] ! I . I C.) C) i M0P,?,,`gW,,0,,,t " I ,� I T, I I I'll I
; .... I .. I - Fr =1 .... I , ,,,,;�,q,i�?,;!,,,��,,������,;�����i ������lfi�!",I����ili1q,�������,i�#iT��,,� "W"�W'�,;4�ll,��,Wfll,�������6l""�t���'ll,�'I'll,��,�'ll"��Ill",",�,",ll,""""�"I'll""I'l�,'�'ll,�'ll�ll,����,�l, � ��";""�l;"�,,�I'l���,'�,,��'i�,'��',��l";��'llIrl;l�'��,�!�,Z"�l;",,�� I- � ,j li � - ,
: 1- . i . �,,�, �W,�,Rllpff,,,$F, 11f',:",V,,,,,��04, ��R� ������p,�:,�,,,���,,i,,i��f������i,',T,,,���� �- A,
NOTES: ROPER �r" i 1 " = 20'
1 I-_ CHANNEL SHALL WITHSTAND LOADING TO P . 1 M - I . $aA " , , I 0
1
"I
I :
I � IT IS NECESSARY TO ENSURE MINIMUM DIMENSIONS SHOWN ARE SUITABLE FOR EXISTING GROUND CONDITIONS. LOAD CLASS AS OUTLINED BY EN 1433. GRATE TYPE : z r,�j��p &��,,j&�%!,,!,,;,�fl� �, I
: . , ,,,�� , I
z � 164 �111 , I I
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7
ENGINEERING AOVICEhfAYBE REQUIRED. SHALL BE APPROPRIATE TO MEET THE SYSTEM LOAD I ( i � �" SK125 Sloped cie.el .39.37'il.71 69025 16.73 425 172.7 . WN� I
; �
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I � � , ",5 r,,�N�Nii,� ,� I ': ,
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2. MINIMUM CONCRETE STRENGTH OF4,000 PSI 13 RECOMMENDED. CONCRETE SHOULD BE VIBRATED TO ELIMINATE CLASS SPECIFIED AND INTENDED APPLICATION. 9. am�"6�V,,,,,,,� t . I
AIR POCKETS. GRATES SHALL BE SECURED USING'POWERLOK' � : I 'I 111. �, � *."i A'
! _11 . t'j SK32;Slopedohi 393r Rra 690i 17.11 435 .... 175.5 ., �
EXPANSION AND CONTRACTION CONTROL JOINTS AND REINFORCEMENT ARE RECOMMENDED TO PROTECT CHANNEL SOLTLESS LOCKING SYSTEM. CHANNEL AND GRATE ; i ;, - Ili I I � It �'" 0
3. ,-----..Ef I I I I :�, I � I 11.1-1-1111-1--111 I
j I ' - L S, . . . I . � .
.,
SHALL BE CERTIFIED TO MEET THE SPECIFIED EN I 1 " if, I. ''I � I B
ANO CONCRETE SURROUND. ENGINEERING ADVICE MAY BE REQUIRED. : f1j Q Notes: I I � , _., I 11 �zi`lilyla.
: S , -
� V �4� �, :", �
-1- I , o, I - 1
4 . THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE APPROX. 1/8"[3mm] ABOVE THE TOP OF THE CHANNEL EDGE. H : M - iQ RUI .111"', ,,V,4 1 : 11 I'
1433 LOAD CLASS. THE SYSTEM SHALL BE INSTALLED I 1. This channel offer bottom knackoutfasturs: 6* & 8� rotaid. i .4 0
E MAY BE REQUIRED TO i I I N T 'male end; for female invest depth solibired5fin (�-0.21 from male invea(ei,ceptni chavels where itwul be same as malemert). , � I I . 1
5. CONCRETE BASE THICKNESS SHOULD MATCH SLAB THICKNESS. ENGINEERING ADVIC IN ACCORDANCE WITH THE MANUFACTURERS . . �� 2. inveres shown , ,_ - . . , . I
I ; , ];I 4ed - 1,
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DETERMINE PROPER LOAD CLASS. INSTRUCTIONS AND RECOMMENDATIONS. .I 0 To calculate overall Channel depth, add 20mm (0.791 tori deph 1 4 1 1 1 .1��r I -.1 .. I 1 11 1
6. REFER TO ACO'S LATEST INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS. G -.0 Total capacity = 15.59 galIGRS 14a,, 3, Catch basin assembly includes grate, polymer concrete top, trash bucket and lasticbsi ", 'A I , ;� 11 I ,, , ". *
I - .",A ., ... �, 4. Catch basin assembly includes grate, polymer concrete Lop, deep trash buckep plastic riser and plastic base. � I 11 P�PQR, HIN�;U,1'
' flat. IT- - the ppe fla. I , I j I . I , , I I ___1 - --I
SK'3-E-ECP '� rates: apeoted.,itlet, Type 9040 In-lin. catch basin 5. See IT width ductile iron grate specification info cir grate details. , , I .,,I ,� . F - � � ` 7r' -' "f"- I
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S300K - POWERDRAIN - LOAD CLA ACO Polymer Products, Inc. ,?!'� " '111 ' 0 1�� %�,'] NOT ��htd fiew nas�. I Utah �j . i I .'' I . .. ..... � ... - fit WWNG. A�, W -,N.. �
I I � � �jl,y,",?j, �,Ig M q Vqj tj - Wji;%�
S 125 W 91 o470 Pirlec.n. on 1 4211 Phsssut Rd, Rilffltl 1111 11 11101 btisoff-shea-itheet fl.t , "', Bl.'( , . \ _% ,
Exposed Concrete Pavement A Bottom outet - SK3OO -ea,o;t,,ivt, I.Ris,, ,rbttd.hI'(25) I Specillcations rrostiproof YES edge rail shall be at least I/V (6mm) trick., . 1. � Z.�,, MIK, �,.k, . 11 I ", / I -
6'round 11,81* 421 " . . - � I- . ,,75.' DIAK
i� - - ;�,,, I I I 11 I � ,,, I 11 -4- �� , , ,
C , , , ��i. d4d�`T,,'� e"'M.I'Ikub�rl�11'1'�11 fl.,G�', ��,'tk - Dbuse jW and Aall resistant YES (astallabon I �� �=Ip �1`11._ . '. I . , JER DRILLED
,.aa 6=,Z%, Martc,r. OH 440GQ Fort Mifl, SO 29703 ��".�,41'�� �_�Bfti aA&D%ky, re,_.`L,� flla ��) $aft proof YES I -------
Tat S'. I �, 9��4 bash bucket I : �
N a Bottom outlet -SK3OO 8"round 11.81" 748 1.67 J� : I � .1 I HOLE FORs TQ,V�1`4, RE,
520-421�9988 Tel: 44G-639-723C) Tel: 440-639-7230 1 . I � ,, I 11 I'll ''I'll". I !4'p�
, I � 19�&T � ,ra . ,,
,
INSTALLATION DRAWING - ACO, DRAIN Fax: 520-421-SBU9 Fax: 440-639-723i5 Fax, 803-602-1063 ' 4Q,',,,',,,',,",.,5 i i0f) � I� �� ,M91IT11 115 �Msxrr,_taPa.Virduryq,jsar 1 jot , �_ - - , " I � 1
_)4 cL4 G ..... I Inebenchd bsysternshall.bgInstalloin iu�IIT�"
715- �N44T,�%,W51'&WO` 5AM 43�'111 ',Q ,I a2gallot. The surl dreinage system 0all be ACO Dnaio: The nominal clear opeft'a shal be I Z"f3ou'ung accordance with Me merrufacturer's Installation ,fliff-I 11--,,I I � I � �. 1, I 11
C End outlet - SKAO 6" round 11,81' 364 0,81, Ill (an ( n Pme,pOrain SWOK,�s martufactired ,by AGO, loc, PC win mean width cd 10.24' (260mai Fre cattt units bistrobfir hit " � ocommandati,ons. U LF� 7 � ... I ,
Arizona Tel: 888-490-9552 e-mail: sales(@acousa.com Ohio Tel: 800-543-4764 www.acousa.com South Carollina Tel: 800-543A764 � � ,� !,�j I� A,� ,, I "I " ,
N A; 0 e64:�,u�,4t,-,"�$,K3�'4,0,,,,'�,'�,Y�'P'�,"'�;,"��� 'D�151 12� � 3, Add IT (3100-) to an heights it i e, equal approved, (Add appropriate grate - sea grata . . .8.yF.. A 1, . - ,
I
I � 1 i � . � �. I I I ,: I " I I
I'; 6 � 1945T!� 10, ! U1 oeinsaoa, 11� ,h4u�oo�6n,4a�6�d�o�iU)&anin,q�sxpeoj L16
End outlet - SK3-10 8'i 13.7F Zi 1.52 1 1 $Pee information). Q.5% of with hedralinheft; and have a � Wstl thiCFM53 I--
i 10"icund 15,75' �� 1116 � 2A9 an! 1 I - I � i. �
,1PA�i�,Fddt, '5'A. W_,'�,�RT"14��,� IiIVIROA�U,1'11,� 19,§T?�� �Ii!li3O� 144 4� oicid fi.t. .11 be, higher We 'a i of giesot ti,er u6mrpl, Each unit win feature a . '�_11 TOP , fEW' C=
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. �
: , E End outlet - SK3-20 � I , 1. .te-ol depth - ot,rt,i,t ACQ Sak� I Matteriabi, partial radius In the bench bottom and a male la I ( 'I-,' 1:5
1 �� Officafor-ad'uh. . - -0
� The trench system bodies she! damerufactural femsIe irlearcomectihiI end profile. Units 4hai have I
� � � � 9 � �',',,`,, � E rid', VIV',,,�,���'�,',�,`,� �40eidcfiC 19.6z ,"V30 �Z11 a 0 as t,onicotat cast in anichorirg, keyd on the outside I I I 1 6
�, F Type SK3-903D 4'round 29.80" 287 O�64 from polyrrisr concrete wigh minimum Properties wani eq onslife, maximuntmetharical bond to nie . I I
fullows: , . . I
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1, " � � A 11 1; � � �, T� �01, $ 0, 9 0 � W �,� � � 11 1, �, �, i, � , t, 'I', � ,'I � cl 010'i dl�M� 1362X� i�3t%': �0121 ounounding tockins miderad,ord pavionern,sutface. �IOTES�,. =F� .: . .a
-
,
I A � Type SK3-903D � V round 28,22" 279 0.62 U U ComPiesswe strength: 14,0GO psi I , 1'. ducti.-ii.n edge ,11 win L. hits4radly cast In by __ I I ��, 11 I 1. � I ,, " - . 1) , I I ; , Will .. ", I �. T, V)
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�' � ,J)ipi� SA3;io8o�ll"�,�����;?�����;��'ll�l;"I �;Vlic4iil&R� 3,52v" jI wl,'! 1�51 End Cap 4Q00pol the manufacturer to ensure ma4mum forrio&sherty %
I"l 1, �� �� ' � " ��' � I �, - "I I 8FARIN,r,rr SURFACE L)
V � TypeSK3-903D 4" round ' 28.37'� 280 0.62 0.201(51 -q,4 ,i� I �',2,a`,= 0.07% between polymerconcrete body end edge rad, Each 1; PWVIDE"A �:6�`lt THI(K GRAVEL,BED OENW.H 'THE Vbl'EH' VA'U41- I ,.
�,, � , � , � , A1.0 1 I 131 , ' ' ' - � � ' t"it . . AI"� I I I.. 11. I-, I I . . � Q'I'mRN. EATH .C:
�,,��X"����fY�,�4�'�so�030�������'I'l�,����������,� �A74i�cl�`,J,31.',�77; %Z'' _____________ ,N-:�PLA'� .AULTS. SHALL 10, E, .7 , [ I 11 I 1:
L Type SK3 V found 29.15' 626 1.40 21,� , ., I I . . aTH.ANP(e� a)
" ' '&iAk`,� OC SHALB .. I >
5 ; f 5.ath.est S.1 F.111... q ' ', 6L I ''k � :'L � " I I . 1 . I t (1)
. QTy idw . 411 � 13, - - . SPEC g"l ' ' N 'MU .1 1, �,; � ,, � , 6", I' I - ?I,. �X' rj,5�, U)
-903D M I ' t
1� G. i ACO, hile, - 0 �, '. - I 1.
��M',,,,� � �i,,',SK3�903a,'��������;��;,�'�,',����� �tv� &M 2$. 51 ;2 � ;06 l"11N I MU ' '
N Type SK3-903D 36.28' 707 1.57 � H-theamt Sale. Offlae W.ft !i.I., office, as Ohl . . ,
round e 9470 I'macone Dr. 825 W, B�sechcieft St Z . .. ' - " ' 'E ,,.C,QA-TEG' *. �,Ak" ��PRON'�'d " - 1.11 �� 1. Ir 0
� , 4211 Pleasant Road 113 THE . I -11; , A�Ly INLIM A"LE$' .In
����,,",,,,O",��..���y��,���aK.�,,9031),,�,�������,���"."��.��'i�� 1�4�,I:0wd,,Kbl .&zzli ��Ai,'� �,030 P, Memo,, Oil 44060 Casa Grandle, AZ 85T22 Fort Nfill, SC 29708 M a I- -1 - - -., - - -, 7� � �-., -11 fN $
6 '01
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p 6'round 35,72" 701 1,56 E V I'VA'TER H CHI—— I ,r CU
Type SK3-903D Ton free: 00) 5434764 1 ,
qV �,,,� I 1) a 5" F e, 10, Tel: (440) 639 7230 Tel: (5201421-99831 EN't ... 1, c-t-V 011,11 . I � �_ =
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I _q �. 4,P.,9.,"P,tg-.qQ.�V"�;�,,�'I'l��,��,�"I'�'���,,�""I.Il�'ll, � � vi I f ;R 4q4t� 1.9,Pyl 1?VIA, Sd, 40 �pos Fax: (803) 802-1063 infoGACO rah.s I ..I . � I I .
I - ; I Toll free: 00) 5434764 Tog Ree: (888) 490-9552
R Type SK3-9G3D 6' round 34.78' 690 1.54 C -a- Fu: (440) 639 7235 Fax: (520) 421-9899 "wACO00ranus 3:
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; Type SK3-903D " ' ' �i 1'2'7 6 11 .�..-�'�,.-.�-.,-d�.,�,-,,.�.�.�..e�,,!-.�.-����-W�-,Iel,�f-�,,,�,�--�,�, � . 7- 0
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T I I' (,'Qot,',`Pdd 34.3 5 i � 1�� IN �': [�119' 1 "i�ifAuS�0 �..�-�-,.b4�.dW�.,,.,�.�..g-.w�.,...,�, I
�"-'�"",.ch�".�.�.��-�,,�.,I.o . � JYPICAL METER VA U L T
April 2018 Y"we4, Al. 0 D rai I t, a ,, oil April 201 8 vivev,(pr.AC0Drdlhi.u,i � .. . I .1 � 1. I , � &
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. . TYP'jCAL METER VAQ,LT (1 � `.-) MEIM,1, ;. � � �.; >1
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VARIES �NTS' Fl� 37 -0
- , I � 4, V ,;
ALVE BOX Flf;i�l *�7�0 , 'a
-I _ - I -1. I I � I . V a)
TO METER BOX (SEE FIG. W-6A I Ln (1)
TO 1 5. T � , :3 :3
THRU W-7F_). . I 11114 W < _j a)
�_`[ Il-,-I 2
. C� Z 0
C:
2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS �_� < =
(TI
�. (.9 �_ a_ -
I G-1, IA PC PG-5 cl� W (j)
P , E P__I -a
..4-1. CORRUGATED BELL FOR GRAVITY APPLICATIONS . I __j = INDICATES CHANNEL WHERE WIRE MESH REINFORCEMENT IS NOT REQUIRED. V) > =
...# - lt�
. - to
:E �. . . - . 7P Ld 0 "'
, 1: rl- B CIL
W 'Al� ; 0 f441 A --I . FT. OF PAVED CHANNEL
0 is -, . W, . i I 4 VA ES "'\-2" COPPER A. BELL END ACCEPTS CORRUGATED POLYETHYLENE; I �__ 4'-6" O AI AF 6 X 6 - W2.1 X W2.1 _j 0 'S
� 'O.. * IN SEE STO. EG-I WELDED WIRE FABRIC GONG. I _j
.I-- AND PVC, CORRUGATED PIPE OR EQUIVALENT O.D. WHERE REQUIRED D W �
0 11 6... AS SHOWN ON THICK- 1_gl"l`l`l""II �_[
M R 3'-4V," RV4�7 I
SPECIFICATIONS IN 4", 6", 8", 10", 12", 15", 18", 21", 24", ei- TYPICAL SECTION NESS I I > Z .2
N I � 1 *4" OR 6" AS V 1 2' 1 3 1 4' 1 5' 1 6' 1 7' 1 8 1 91 1 10, 0
>1 27" AND 30" SIZES. q I SLOPE AS SHOWN SHOWN ON TABL 14 SIDE SLOPES =
-0 M.J. FITTING I I - _� � � �_ 0.6 . 0.870 0.981 1.092 1.203 1.314 1.425 3:
- WATER MAIN � __VT 6 , ON PLANS W X , 1 4 0.851 0.962 1.073 1.184 1.295 1.406 1.517 1.629 1.740 W LU < .
I - �_ -
.
,
.�, 1.498 1.609 1. (n -c, a-
,- f6 -5r, 4" V) � .r
2 B. CURVATURE VARIES WITH MAINLINE DIAMETERS. 2-- : : *." S- r.'O � � 1.165 1.276 1.387 2.55-4 C) q) ::)
< 4" DIP 4" PLUG THREADED FOR I z , , ... I : . N __ ___ 721 1.832 1.943
Cf) RI ININII = 0 .. . . 0 3 1. DIA. 0 Bic 4' 1 1.368 1.479 t5go 1.702 1.813 1.924 2.035 2.146 2.257 2.368 () 0
2" COMPRESSION FITTING C. SPIGOT END PVC SDR 35, ASTM D3034 3 - . A = j- _ A .� . . 2 1.794 1.905 2.016 2.127 2.238 2.349 2.460 2.571 2.682 _j Uj -a W
6 3A -- -A :. '. , ! 55: 1 ,It:
6"
- DIAMETERS: 4", 6", 8", 10", 12", 15", 18", 21", 24", 27" 1 =, ID . 997 2.563 2.774 2.886 2.997 0� 2 (D
C> TRAINED JOINT FITTINGS I 0 ... .. - ''I ,,, 0 2.977 3.089 3.200 0.
j ;_ '. ": 1,., ,,,,/ . - - , 311 --3-.311 D (L)
? . I.... "
(N RES AND 30" 3B --- L = , . . - ,; .... .! .. I - . ", . 61, . 1 2.422 2-�?'" Z. 2 1 /Do 100, < �_ - U)
. . ..
. .
-1 . I . . . - ....a 514 W �)
C�> (CONSULT PIPE MANUFACTURER BEFORE USING THIS FOR - - & - = ., . 1. ., - - .: : -, ... .. . .-. 5 �.711 ' 1 32.1159 13�05 I 51'jal - 3.625 - r 0
Q - . I , ... ': 61 .S, 3.606 1 3. 17 3.828 3.939
SANITARY SEWER APPLICATIONS) , , ;.... . .:. :!,. � 9: 2N420 1 L01 . 2 �73 1 3.384 1 3.495 -0
B 0 � . I - , " I � 1. .:I '. , I - 2
�) . �, :, - .. .. ': ..: :: .�:.. -,*..::, - V I 101 3.254 3.365 1 3.4761 3.587 1 3.698 1 3.809 i 3.920 1 4.032 4.143 4.254 ;7 0 2
.. C:
C - - � . . - ,.: . . . - . -. - 1 ., , �. :: 0
� I . 11 r, � , ... , � , . , 1.54 SIDE SLOPES >, F-
r_ I = . .-��*.. I . - .':* f I
. . .
. .1 .: ::.. 1- ,�Q.5JZI, 0.623 0.734 10.845 0.956 1,067 1.178 co -6
. .:. .
.
0 i. I n rL -1 '.� . , ......:: . '. . ., '. . - 1 ,1,290 1*401 1 1.512
. . . - I '. .1 -1 - CLASS A3 CONCRETE § ' 1.135 1.246 1.357 1.468 1.579 690 1.801 1.912 E -
NOTES: - . .. .:.:: 2-9-2-1 - ' =
�C) . . - : .. � 2' ," 1.023
:* ., - ::,. -I.- 1 4" -0 r-
.. . - 1:414II7 1.535 1.646 1.757 1.869 1.980 2.091 2.202 2.313 du
B PART PART NAME MATERIALS __:�� :. 3. = J=
N 1 :. .. .. HALF -SECTION NON -REINFORCED. HALF -SECTION W.W.F. REINFORCEMENT - ro, U)
.. .602 C:
2 - GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. .1 HUB ADAPTOR PVC SDR 26 ASTM D3034 DOWEL HOLES 4- 1.714 1.825 1.936 2.047 2.158 2.269 2.380 2,491 2.602 2.714
0- 7003 �__ O_ 0
- 2 SECURING CLAMP* BAND SS #301 AS REQUIRED 5' 2.114 2.225 2.336 2.448 2.559 2.670 2.781 2.892 3.114 D L)
0) 6' 2.515 2.626 2.737 2.848 2.959 3.070 3.181 3.293 3.404 3.515 0 a
- SERVICE LINE TO CONNECT AT MAIN WITH X"X4" TEE. SCREW SS #305 ISOMETRIC VIEW 6.1 7' 2.915 3.027 3.138 3.249 3.360 3,471 3.582 3.693 3,804 3.915 D� a)
?: SECTION A -A = �5
_q . HOUSING SS #301 1 1 � 1371 1�122 (D
. 1 31.3 3.872 1 3.983 4.094 4.205 4.316 .
' I .�r . - '_221
' N ", T
0) PLAN _7 1' �'; 113-1 1 ; 0155 1 4';.'2'7f 11 4Z.18.3 4.494 4.606 4.717 1 in �
_j - REFER TO FIG, W-3 FOR THRUST BLOCK DETAILs ON TEE. 1 3 RUBBER SLEEVE (AVAILABLE IN NITRILE AND EPDM BY SPECIAL ORDER) ASTM F477 T7 1 I _ Z bo
3A UPPER SEGMENT** 1. CONCRETE STRENGTH 4000 PSI MINIMUM. I to, 1 4.117 1 4,228 1 4.340 1 4.451 1 4.562 1 4.673 1 4.784 1 4.895 5,006 5.117 0 Go
" 2 . REINFORCING SHALL CONFORM TO A.S.T.M. A615, GRADE 40. 2*1 SIDE SLOPES 2
i.- (D
LU a REFERTOFIG.W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. 3B LOWER SEGMENT*** EG-1 PC -ENERGY DISSIPATOR (W THOUT GRATE) 3 ALL UNITS SHALL BE ESS SPECIAL ORDERED. .1E CL
cl 4 (NOT SHOWN) PIPE MANUFACTURER EGI DISSIPATOR (1WITH GRATE) 4: DOWEL HOLES PROVIDED TO PREVENT SETTLEMENT OF ADJACENT 11 110'.609, 0.719 0.8301 0.941 1.052 1364 1.275 1.386 1 1.497 1 1.608 �_q Q)
_ �� X
.6 a NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT, USE PLASTIC SHEETING AS CONCRETE. 2 6 1.327 1 1.4,3a 1.549 1,660 1.772 1.883 1.994 2,10.5 I-_ a)
3: �jlffi� L21 ---
TO SUPPLY VALLEY GASKET 5. DIMENSIONS SHOWN FOR CONCRETE THICKNESS ARE MINIMUM. 4" , � 2 1.824 1 1.935 2.046 2.157 2.268 2.380 2.491 2.602 - _[_
U) 1602/ 1,713 - .........] 0
U.1 PROTECTION FOR BOLTS. T AY VARY WITH MANUFACTURER'S EXPANSION JOINT 4' 1 2.099 2.210 2,321 1 2.432 2.543 2.654 2.765 2.876 2.988 3.099 >, -
1-- : OPTIONAL: 9316 STAINLESS STEEL BAND, SCREW AND HOUSING INSERTA TEE SIZE HOLE DIAMETER TOLERANCES. $PACING 90'MAXIMUM -\ DOWELS - - ____ -_ =
0 , USE 2500 P.S. 1. CONCRETE. .: DISTANCE BETWEEN 4A AND 4B WILL VARY BY PRODUCT TYPE 4" (100 Trim) 4 Y2" (I 14 Trim) . F-a-A ' I a ' 2.707 2.818 2.929 3.040 3.151 3.262 3.373 3,4FFT .596- 1 0
0 /_ 9;' 3! 5 �! '3 3,204 3.315 3.426 3.637 3.648 3.759 3.870 19811 4.093 1 CL C-
� 'WILL NOT APPEAR ON RUBBER SLEEVES FOR CONCRETE OR 6 Y2` (165 mm) DIRECTION F___ I 1 �1..14 1.256 4.367 4.478 4.589 2 '§
CLAY PIPE 6" (11 50 MITI) 61, 7' 3.589 3.701 3.812 3.923 _
C? " (222 Trim) - 4--6" 6" W. a, 4.086 4.197 4.309 4,420 O' . ' la'.7 -F.- CL 0)
4 X-O" 9' 4.583 4.694 4.805 4.917 5.583
8" (200 mm) 8 Y OF FLOW -�, : -'i 1 W531 2 53 14.864 4.975. 086 1 .S
� I 0" (250 Trim) 1 0 �Ia" (276 Trim) DOWEL HOLES � 11 : 5.028 1 5.139 1 5.250 1 5.361 1 5.472 _Y�
Cl FAS REQUIRED r- I I I I 10' 1 5.080 5.191 5.302 5.413 5.525 1 5.636 1 5.747 1 5.858 1 5.969 6.080 in CU
- -V
12" (300 mm) 12 Vale (327 mm) ii, 4 . . . . . I , ' - 'A' - -2 )
=, 'A. 'I . 11, - . .. .. .. _ .. .. ()
-11 .. .. .. . . . . . . . >< a
9 15" (375 mm) 1 5 %6" (402 mm) a 6- # 4 BARS __�, , I I. '. .. . .... . � . .. �-'. ...." - ..'. - '.'. - ... .�.: (U .0
(I) J . I . ., .. �.-. "... ., . . . . . I . .
. . . . . . . .. .. .. .. . NOTES:
- E .. ... '. .
(D 18" (450 mm) 1 9 YIS" (503 Trim) 1� -,;?If - DOWEL HOLE . * .. . . I DEPTH (D) AND WIDTH (W) TO BE AS SHOWN ON PLANS. Q) 'd
= , . .... . ... - ..�
21 " (525 mm) : p", - AS REQUIRED - ' .- . L.- A ..... , PROVIDED ON ALL CHANNELS WHERE W IS EQUAL TO OR :E 2
- 22 Y16" (573 Trim) .','A' , - . ..;
9 it K. - I . .. , ......� GREATER THAN 4'AND D IS EQUAL TO OR GREATER THAN 2'. 2 Vi
. �, ^ .
(D 24" (600 mm) 25 Y16" (643 mm) . '. .. I ... I 9 =
;ik- . cl��,-3-*3 BARS 0 �1 I . _�_ -, 12" PLASTIC HARDWARE CLOTH,'/4" MESH OR GALVANIZED STEEL to
e , WEEP HOLE WITH 12" X 0
3: 27" (675 mm) 28 Y2" (724 mm) z. I Ll_� ""! 12" C-C MAX, Ill. - t_1 WIRE DIAMETER 0.03 INCH, NUMBER 4 MESH, HARDWARE CLOTH ANCHORED FIRMLY TO THE .!n 0
9 va ,,,f4 '. t .., , , BOTTOM OF THE CHANNEL. r_ -
30" (750 mm) 32 1Y32" (826 mm) . - . I a) �R
.4 - . I . " - W., CURTAIN WALL TO BE LOCATED I= -0
: - � �, - - A,
ai - 11 , , , , 44.1L. I � AT THE BEGINING AND END OF ALL , q
C: W i . .. -
a) 5�._-, -.r-:. _,_r'��r_,V_, U_� #4 X 18" DOWELS
E No rE: RECOMMENDED METHOD OF CUTTING HOLE IS WITH HOLE SAW FOR PVC AND OTHER PLASTICS, AND DIAMOND BIT FOR CONCRETES, CLAY, FRP AND 0.1. (SEE INSTALLATION INSTRUCTIONS. "'L#3 BARS 0 12" C-C SMOOTH BARS a CHANNELS AND ON THE LOWER 0 M
2 HOLE SAWS ARE AVAILABLE FOR PURCHASE OR RENT.) �n BARS 0 12" C-C 12" C-C LOCATED END OF EACH EXPANSION JOINT. -18 a
11� AT ALL JOINTS -0 .S
- SECTION A -A SECTION B-B �� a) -0
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=3 CORNELIUS, OR 97116 SCALE: NTS T JOB NO. 'A 0
0 PH:(503) 357-2110 FAX:(503) 359-5417 ti CEW OR POSSES=N OF IHS PRAT DOES NOT CONFER, I�SFER, OR LICENSE THE USE OF (/) g
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HIGH PT STA = 11+25.35
HIGH POINT ELEV = 408.70
PVI STA = 11+25.83
PVI ELEV = 411.14
A.D. _-17.84%
K = 6.14
STOPPING S.D. = 90.36
110, VC
ON
COON
_
O
+
dQ
++
CD
�
u
u
U
u
U
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>w
m
w
HIGH PT STA = 15+42.51
HIGH POINT ELEV = 403.00
PVI STA = 15+37.98
PVI ELEV = 404.19
A.D. _ -16.41 %
K = 3.60
STOPPING S.D. = 70.05
59' VC
N rn d ch
NrM L�
00 (oo
+ v +
U') II LI) II
II Lu
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K = 36.28
410 +
€
/
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STOPPING
S.D. = 1296.36
410
u
>
w
i
PVI ELEV
395.81
w
�'`�
PVI STA =
3+32.06
>
HIGH PT STA
= 13+22.70
a
0-
HIGH POIN(f
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405
°
BVCS = 13
22.70
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9
405
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41.43
%
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EVCE = 395.58
�,.
0093
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u >
400
w
I
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so
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395
'2.4 °
395
54' VC
24' VO
K = 2.18
K = 7.58
A. D.=110.78%
PVI
A.D. = 7.06%
LEV = 396.70
PVI ELEV
= 402.03
PVI
TA = 12+86.29
K9= 4.07
390
1�1 S
GA 1 Q+2� 8
EGW-PAIN.
pr = 43+ �3 0
A.D. - 11.92%
28' VC
390
LOW POINT
STA = 10+15.27
LOW POINT
LEV = 396.18
PVI ELEV = 3
3.52
= 3:1
°
LOW POINT
-
ELEV = 402.22
BVCCS
= 12+59.53
PVI STA = 14
25.32
STA
A.D
= 8.91 /o
BVCS
�= 10+11.05
�VCE = 399.11
LOW POINT
P = 14+11.04
PVI ELEV
= 393.15
BVCE
402.26
EV
S = 13+13.06
LOW POINT IfLEV
= 394.00
PVI STA =
16+96.83
EVCS
I= 10+34.56
VCE - 396.18
BVCS = 14+0
.05
LO I
POINT STA =
17+04.60
385
E-VO
^_ 408.9
BVCE = 394.12
LqW
POINT ELEV
= 393.36
385
EVCS = 14+4
.58
8vc =
2.94
EVCE = 395.82
BVCE
= 394.11
EVCS =
17+10.72
EVCE I
- 393.42
380
1
1
1
1
1
1
380
O
d
co
p
o
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0
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M
o
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L
O
o
O
O
d
d
9+50 10+00
11+00 12+00 13+00 14+00 15+00
SITE ROAD PROFILE
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
Ai S
�CD
(q
LOW POINT STA = 11+40.07
HIGH PT STA = 12+62.55
c0+1
o
LOW POINT ELEV = 400.02
HIGH POINT ELEV = 395.73
o
II
PVI STA = 11+02.57
PVI STA = 13+07.55
II
>
PVI ELEV = 401.33
PVI ELEV = 394.16
�
w
A.D. = 2.13%
A.D. _ -7.12%
ja
K=35.19
K=12.64
a1.r, C
HEADLIGHT
S.D.= 725-33
STOPPING, ..q n = 1iR fir,
nnc
75'
VC
j
90, VC
o
oo
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Lo
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an
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ii
410
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uv
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00
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400°
° > 400
U) w
EAST ENTRANCE
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STA 10+83.96
PROPOSED
395
GRADE
Fp
E
395
WEST
ENTRANCE
I
SlIA
13+04.01
�
390
390
O
385
I
385
380
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16+00 17+00 18+00 18+5( 9+50 10+00 11+00 12+00 13+00
AVON CT. ROAD PROFILE
n1F
EIGHT
OF OBJEC
= 3.5'
410
410
SDL
280'
I
405
405
400
EIGHT OF
I EYE = 3.5'
,
400
v
�
,
395
395
PROPOSED
170' SIGHT
ISTANCE
GRADE
X
RIGHT TO END
OF
STATE MAINTENANCE
390
\
390
HEIGHT
OF
OBJECT =
I .5'
tt
F
i
I
\
385
j
i
EXISTING
385
GRADE'
I
,
�
380
f
-
380
375
I
t
(
375
-3+25 -3+00 -2+00 -1+00 0+00 1+00
WEST ENTRANCE - SIGHT DISTANCE
HORIZ SCALE: 1 "=50'
VERT SCALE: 1"=5
HORIZ SCALE: 1 "=50'
VFRT SCAT F• 1"=ti
14+00
430 - - ---- -
430
EIGHT OF
BJECT = 3.5'
425
425
420
\
420
`e
415
415
� \
SDL - 280'
�
EXISTING
\
410
GRADE
410
OF EYE = 3.5'
/-HEIGHI
405
405
~'
SDR 280'
-
400
400
\
"1
\'
395
PROPOSED
395
GRADE
390°'
390
HEIGHT OF
OBJECT = 3.5'
385
385
2+00 -3+50 -3+00 -2+00 -1+00 0+00 1+00 2+00
EAST ENTRANCE - SIGHT DISTANCE
HORIZ SCALE: 1 "=50'
VERT SCALE: 1"=5
JTVV
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DATE
611512020
DRAWN BY
1. SHOWALTER
DESIGNED BY
1. SHOWALTER
CHECKED BY
C. KOTARSKI
SCALE
1"=20'
Vl
F-
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JOB NO.
40202
SHEET NO.
C4.1
5
BASEMENT FINISH FLOOR
ELEVATION = 397.00 -
6" PVC OUT OF
BUILDING AT
INV. = 394.84
Ain
STA 10+00.00
�1 TOP 400.52
INV OUT 394.83 (C01 TO CO2)
CSTA 10+35.13
rnr)'3nn n:?
INV IN 394.48 (C01 TO CO2)
INV OUT 394.48 (CO2 TO CO3)
TOP 397.92
INV IN 394.05 (CO2 TO CO3)
INV OUT 394.05 (CO3 TO C04)
J TOP 399.24
INV IN 393.97 (CO3 TO C04)
INV OUT 393.97 (C04 TO C05)
r
+13.75
8.91
393.69 (C04 TO C05)
T 393.69 (C05 TO C06)
C06 STA 11+P 71.79
TO399.02
INV IN 392.74 (CO5 TO C06)
Ain
405
405
UTURE
GRADE
400
GROU1,D
400
3'
MIN
COVER
395
CO
735.1�3'01:
18"
MIN.
PVC
390 @ 1.000f
390
CQ
4 TO C05 C
5 TO C06
STORM
CO2 TO
CO
CO3
TO C04
2767'
OF 5
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PIPE 171
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6 OF
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PVC
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1%
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1.64%
6" WATER
INE @ 1
00% @
.00%
385
385
SANITARY SEWER
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
- TIE TO EXISTING
SEWER
LATERAL WITH
CLEANOUT AT
INV. = 392.74
425
420
415
410
405
400
395
390
NOTE:
MAINTAIN 3.5
MIN. COVER
!
OVER WATEFLINES
EXISTING
GAS PIPE
APPROX. -
LEVATION
X. GROUND
r'
42" MIN.
COVER 1'
IN
3
1
�
r i
45" BEND
22.50+45O
%
!
BEND
225°
BEND
CON(ECTION
TO
FUTURE
I
EXISTING WATERLINE.
GRADE
-'°
VERIFY`
LOCATION
i
AND
LEVATION.
ri
8" (PLASS
52 DIP
4F"
MIN.
VVI
1ERLINE
OVER
8" X 8"TEE
�
I
8" GALE
VALVE
8" CA Fj
FOR FUTURE
CONN
CTION
d
N
C6
425 415
420 410
415 405
410 400
405 395
400 390
395 385
390 380
-0+25 0+00 1+00 2+00 3+00 3+50
8" DIP WATERLINE PROFILE - AVON CT.
HORIZ SCALE: 1 "=50'
VERT SCALE: 1"=5'
NOTE:
€
MAINTAIN 3.�'
MIN. COVER
OVER WATE
LINES
EX. GRO
� ND
MIN.
`+
X'"o<
COVER
l
�
�
.-''
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6"CLASS
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f
WA
ERLINE
FUTURE
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GRADE
REDUC
R
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1
1.22'
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18"
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�
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900 BE
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PIPE 127
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1.85'
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6" GATE
1.29' 185'
1.93'
1.48'
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STORM
45° BEND
PIPE 171
STORM
PIPE 119
4',HQPE
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RIPE
STORM
P
PE 117
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co
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415
410
405
�- 8" CLASS 52 DIP
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400
GAS LINE
CROSSING
395
8" GV AND TEE
CONNECT INTO AVON
COURT WATERMAIN
390
385
':l
12+00 -
9+50 10+00 DIP+WATERLINE PROFILE - SITESERVICELINE
3+00 14+°° 14+50
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5'
Lac, No. 0402043507
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DATE
611512020
DRAWN BY
J. SHOWALTER
DESIGNED BY
J. SHOWALTER
CHECKED BY
C. KOTARSKI
SCALE
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D.B. 5332 PG. 352
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PLANT KEY
TREES
BOTANICAL NAME
ACE RE5
ACER RUBRUM
PLAACE
PLATANUS X ACERIFOLIA
QUE BIC
QUERCUS BICOLOR
QUE SHU
j QUERCUS SHUMARDII
ULM BOS
I ULMUS PARVIFOLIA'BOSQUE'
SHRUBS
BOTANICAL NAME
ILE COR
ILEX CORN UTA'CARISSA'
ILE DWA
ILEX CORNUTA'DWARF BURFORD'
ILE GLA
ILEX GLABRA
ILE HOO
ILEX X'HOOGENDORN'
SHRUB AREAS
BOTANICAL NAME
CAR SED
CAREX PENSYLVANICA
HYP PER
HYPERICUM PERFORATUM
JUN BAR
JUNIPERUS HORIZONTALIS'BAR HARBOR'
SPO HET
SPOROBOLUS HETEROLEPIS
GROUND COVERS
BOTANICAL NAME
I RUD HIR
RUDBECKIA HIRTA I
___�_ — �___ - _�_� I —
PARKING AREA LANDSCAPING 2,477 SF
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DATE
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DRAWN BY
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CHECKED BY
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Professional Erosion Control Seed Mixture
SLOPEMASTER is a seed Mixture specifically designed for erosion control where rapid establishment is a
necessity with little follow up maintenance. SLOPEMASTER features the durable white clover Durana which
is a medium -leafed, intermediate type white clover containing as many as 97 stolons per sq. foot which will
secure most erodable soils. Durana is a superior white clover that is persistent and will fixate Lip to 150 lbs of
atmospheric nitrogen per acre per year. Tile Nitrogen fixation by Durana will provide enrichment to a stand of
low maintenance cool & warm season turtgrass. Durana is durable and You can Count On it to compliment a
stand of tall fescue or bermuda with lespedeza to maintain a long stand life. SLOPEMASTER is also treated
with Pennington's exclusive GermMax technology for enhanced establishment.
Characteristics:
• Extremely durable erosion control mixture
• Aggressive growth to provide complete ground cover
• Contains perennial seed that establish quickly and last for years
• Durana White Clover establishes stoloniforus growth to hold soils in place
Durana White Clover fixates atmospheric Nitrogen for reduced fertilizer requirements
Where to plant:
Establishment:
SLOPENIASTER can be planted by drilling, broadcasting, or hydraulic seeding. Planting can be made
throughout the year when mixed with companion grasses that are suitable with planting dates, i.e. tall
fescue in the fall or bermudagrass in the spring. Planting depth should be no more than 1/4 inch (6.35 trall)
for many stand failures result from planting to deep. Liming to a pH of 6.0 and providing adequate
potassium and phosphorus are necessary to ensure a productive stand. Soil testing is highly recommended.
Soathern FaltlSpring M&ture: Northern 1lixture:
75% Turf Type Tall Fescue
50% Turf Type Tall Fescue
40% Unhulled Serecia Lespedeza 11% Annual Ryegrass
10% Durana White Clover 9% Unhulled Serecia Lespedeza
5% Durana White Clover
Seeding Rates: 50-200 lbs acre (22.7-90�80 kgs / hectare)
P.O. BOX 290 * MADISON, GA 30650 � (706) 342-1234 800-277-1412
SLOPEMASTER SEEDMIX
5
NOT TO SCALE
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INSTALL SHRUBS SO THAT THE
TOP OF THE ROOTBALL IS AT
THE SAME GRADE AS
ORIGINALLY GROWN OR 1-2"
ABOVE IN POOR DRAINING
SOILS. DO NOT COVER THE TOP
OF THE ROOTBALL WITH SOIL
REMOVE ALL STRING, WIRE, AND
BURLAP FROM TOP Y3 OF BALL
BACKFILL PLANTING PIT WIT
NATIVE SOIL. INCORPORAT
SLOW -RELEASE GRANULA
FERTILIZE
SCARIFY BOTTOM AND SIDE —
OF PIT
SHRUB PLANTING
NOT TO SCALE
3- 2" x 2" HARDWOOD STAKES
ROOT BALL
12 GAUGE GALVANIZED WIRE
NEW 1/2" RUB
12 GAUGE GALVAN
ALLOW FOR SLIGHT N
3 2x2 HARDWOO
2'-6" MIN BELOW
STAKE SHALL BE
MIN. 18" OUT FIR,
AND OUTSIDE OF
SET ROOTBALL FLUSH TO,
1-2" HIGHER IN SLOWLY
SOILS. DO NOT COVER T
THE ROOTBALL
ROOTFLARE SHALL
ABOVE FINISH
PRUNE
1:1 SLOPE 01'
PLAN
SCARIFY SIDES BEFORE
PLACE RO(
UNEXCAVATED OR TAI
MULTI -STEM TREE STAKING SPECIFIED
NOT TO SCALE
PRUNE CODOMINATE LEADERS
REMOVE BROKEN, BADLY
DEFORMED, RUBBING, NARROW
CROTCH ANGLES, WATER
SPROUTS, OR CROSS -BRANCHES.
REMOVE TAGS, LABELS, AND
PLASTIC SLEEVING. DO NOT STAKE
UNLESS SPECIFIED (SEE
NOTE) DO NOT WRAP TRUNK
PRUNE SUCKERS
IF FIELD GROWN, CUT AWAY ALL
BALLING ROPES. REMOVE
BURLAP OR WIRE BASKET FROM
TOP Y3 OF BALL, IF CONTAINER
GROWN, REMOVE CONTAINER
AND CUT CIRCLING ROOTS
1:1 SLOPE OF SIDES OF
PLANTING HOLE
SCARIFY SIDES BEFORE PLANTING
TAMP SOIL AROUND ROOTBALL
BASE FIRMLY WITH FOOT
PRESSURE SO THAT ROOTBALL
DOES NOT SHIFT
DECIDUOUS TREE STAKING SPECIFIED
NOT TO SCALE
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
DO NOT PRUNE TERMINAL LEADER
OR BRANCH TIPS
REMOVE TAGS, LABELS AND
PLASTIC SLEEVING DO NOT
WRAPTRUNK
PRUNE BROKEN BRANCHES
2-3" MULCH LAYER TO EDGE OF
DRIPLINE. KEEP 4-6" AWAY FROM
TRUNK FLARE
BACKFILL PLANTING PIT WITH NATIVE
SOIL. INCORPORATE SLOW -RELEASE
GRANULAR FERTILIZER
6"SAUCER
I" COMPOST LAYER
IF FIELD GROWN CUTAWAY ALL
BALLING ROPES. REMOVE BURLAP OR
WIRE BASKET FROM TOP Y3 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
:W
ROOT BALL
12 GAUGE 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
NOTE: ONLY STAKE TREES WITH
LARGE CROWNS, 2" CALIPER OR
GREATER, IF LOCATED ON WINDY
SITES, OR WHERE TAMPERING
MAY OCCUR.
PLANT SCHEDULE
TREES
QTY
BOTANICAL NAME
COMMON NAME
MIN. INSTALLED SIZE
ROOT
REMARKS
ACE RE5
2
ACER RUBRUM
RED MAPLE
2" CAL.
PLA ACE
7
PLATANUS X ACERIFOLIA
LONDON PLANE TREE
2" CAL.
QUE BIC
4
QUERCUS BICOLOR
SWAMP WHITE OAK
2" CAL.
QUESHU
5
QUERCUS SHUMARDII
SHUMARD RED OAK
2" CAL.
ULM BOS
2
ULMUS PARVIFOLIA'BOSQUE'
BOSQUE ELM
2" CAL.
B&B
MATCHING/SPECIMEN
SHRUBS
CITY
BOTANICAL NAME
COMMONNAME
MIN. INSTALLED SIZE
ROOT
REMARKS
ILE COR
10
ILEX CORN UTA'CARISSA'
CARISSA HOLLY
3 GAL
CONTAINER
24" O.C.
ILE DWA
10
ILEX CORNUTA'DWARF BURFORD'
DWARF BURFORD HOLLY
24" HT/SPRD
CONTAINER
48" O.C.
ILE GLA
12
ILEX GLABRA
INKBERRY HOLLY
24" HT./SPRD.
CONTAINER
ILE HOO
10 __ji�EXX-HOOGENDORN�
HOLLY
24" HT
CONTAINER
130" OC
SHRUB AREAS
QTY
BOTANICAL NAME
COMMONNAME
MIN. INSTALLED SIZE
ROOT
SPACING
SPACING
CAR SED
232
CAREX PENSYLVANICA
PENNSYLVANIA SEDGE
1 GAL.
18" O.C.
1811 O.C.
HYP PER
856
HYPERICUM PERFORATUM
ST. JOHN'S WORT
I GAL.
18" O.C.
18" O.C.
JUN BAR
405
JUNIPERUS HORIZONTALIS'BAR HARBOR'
BAR HARBOR CREEPING JUNIPER
3 GAL.
36" O.C.
36" o.c.
SPO HET
138
SPOROBOLUS HETEROLEPIS
PRAIRIE DROPSEED
13 GAL.
136" O.C.
36" o.c.
GROUND COVERS
QTY
BOTANICAL NAME
COMMON NAME
MIN. INSTALLED SIZE
ROOT
REMARKS
SPACING
RUD HIR
155
RUDBECKIA HIRTA
BLACK-EYED SUSAN
1 GAL.
CONTAINER
18" O.C.
18" o.c.
HEIGHT VARIES
WITH PLANTS
12" MIN.
namagove-of
4
TREE CANOPY REQUIREMENTS
11,041 SF
REQUIREMENT
GROSS SITE
CALCULATIONS
TREE PRESERVATION
PROVIDED
AREA
CREDIT
10% TREE COVER
33,084 SF EXISTING x
EX. TREE COVER= 41,355 SF
AT10 YEARS
2.90 ACRES
126,324 x 10% = 12,632.4 SF
1.25(GROWTH FACTOR)
20 LG TREES @ 200 SF = 4000 SF
MATURITY
126,324 SF
REQUIRED
41,355 SF
TOTAL 45,355 SF
LANDSCAPING ALONG STREETS REQUIREMENTS
YARD
LENGTH
REQUIREMENTS
CALCULATIONS
REQUIRED
PROVIDED
1 LG TREE/50'
7 LG TREES
PERIMETER A
340 LF
OR
3407 50'= 6.8 = 7
OR
7 LG TREES
I MID TREE/40'
3407 40'= 8.5 = 9
1 9 MD TREES
LANDSCAPING WITHIN A PARKING AREA REQUIREMENTS
REQUIREMENT
AREA
CALCULATIONS
REQUIRED
PROVIDED
I TREE /10 PARKING SPACES
60 SPACES
60/10 = 6
6 TREES
13TREES
PARKING AREA = 9340.24 SF
5% OF PAVED AREA TO BE
PARKING DRIVE AREA = 32,927.87 SF
42,268.11 SF x.05 = 2,113
2,113 SF
2,477 SF
LANDSCAPED
TOTAL PARKING & DRIVE AREA
42,268.11 SF
PLAN VIEW:
EDGE OF BUILDING,
WALK OR STRUCTURE
VOIDS
MULCH LINE
PLANT UNDER DRIP LINE OF
LIMBED UP SHRUBS & TREES
TRIANGULAR INFILL SPACING
PLANT PERIMETER
AT INDICATED SPACING
PLANT UP TO EDGE OF SHRUBS
UNLESS OTHERWISE NOTED
PLANT
2-3" MULCH LAYER
1" COMPOST LAYER
AMENDED SOIL MIX
UNDISTURBED EARTH
GROUNDCOVER/ PERENNIAL PLANTING
NOT TO SCALE
GENERALNOTES
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 SEWERMATER 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 LANDSCAPE ARCHITECT,
TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL.
PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS
AND CONTRACT SPECIFICATIONS.
SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER
AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED
PER TEST RESULTS TO ENSURE PLANT HEALTH.
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
0 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
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Luminaire Schedule
Symbol
Label
Qty
Arrangement
LLF
Lum. Lumens
[MIANUFAC]
Description
R3
5
SINGLE
0.950
11327
U..S. ARCHITECTURAL LIGHTING
RZR-PLED-III-M-4OLED-7OOmA-NW
R3-BB
2
BACK -BACK
0.950
8914
U..S. ARCHITECTURAL LIGHTING
RZR-PLED- I I I -M- 4 OLE D-52 5mA-NW
R4
I
SINGLE
0.950
10240
U.S. ARCHITECTURAL LIGHTING
RZR-PLED-IV-FT- 4 OLE D-7 0 OrnA-NW
R4-HS
1
SINGLE
0.950
8040
U.S. ARCHITECTURAL LIGHTING
RZR-PLED-IV-FT-40LED-7OOmA-NW-HS
W3
5
SINGLE
0.950
8276 :U.S.
ARCHITECTURAL LIGHTING
RZR-WM2-PLED-III-W-40LED-525mA-NW
R5
3INGLE
0.950
11749
U.S. ARCHITECTURAL LIGHTING
RZR-PLED-VSQ-N-40LED-7OOmA-NW
Calculation Summary
NOTE:
-THE LLF USED TO GENERATE THE PHOTOMETRICS IS 1.
FIXTURE W3 MEETS THE CRITERIA FOR FULL CUT OFF WITH A BUG, "U" RATING OF 0.
-A HOUSE SIDE SHIELD HAS BEEN ADDED TO ROADSIDE FIXTURE (R4-HS) TO REDUCE LIGHT
SPILLOVER ACROSS THE RIGHT OF WAY.
Label
CalcType
Units
Avg
Max
Min
Avg/M-in
May , /Min
Eastern Property Lille
Illuminance
Fc
0.10
0.2
0.0
N.A.
N. 'A.
Property Line
Illuminance
Fc
0.06
0.2
0.0
N.A.
',N.A.
Parking Lot 1
Illuminance
Fc
3.51
6.9
1.8
1.95
3.83
Parking Lot 2
Illuminance
Fc
.2
1.0
2.3l
4.20
0
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Job Name:
Lighthouse Instraments
Architect: TIMMONS
SOLID STATE AREA LIGHTING PROJECT NAME
PROJECT TYPE:
RAZAR SERIES -LED
.,,Opp
S P E C I F I C A T I 0 N S
OPTICALHOUSING
Heavy t low copper aluminum (A356 alloy: <0 2% copper)
bcl a S
with integral cooling fins. Fha Optical Panel mounting
surface is milled flat (surface variance <± .002") to facilitate
assem
the I transfer of heat to housing and cooling fins. Solid barrier
wall
Separates optical and electrical compartments.The optical
and electrical compartments are integrated to create one
assembly. Minimum wall thickness is .1 88",
ELECIRICAI HOUSING-w/INTEGRATEDARM
Heavy cW low copper aluminum (A366 alloy; <0,2v, copper)
assembly with integral cooling ribs surrounding the electrical
compartment and a flat surface on the fop of the arm to
accommodate a photocell receptacle. Solid barrier wall
separates optical and electrical compartments.The optical
compartment and electrical compartment with the integrated
support arm combine to create one assembly. Minimum wall
thickness is .188". Cost and hinged driver assembly cover is
integrated with wiring compartment cover,
PLED'OPTICS
Emitters (LED's) are arrayed on a metal care PC8 panel with each
emitter located on a copper thermal transfer pad arid enclosed
(MODELS: RZRM, RZR, RZR-G & RZR-MAF 1)
by an LED refractor. In asymmetric distributions, a micro-refleclar PATENT PENDING
inside the refractor re -directs the house side emitter output
towards the street side and functions as a house side shielding
elem
ent. Refractors are injection molded H12 acrylic. Each LED
refractor is sealed to the PCB over an emitter and all refractors are T -----------
retained by an aluminum frome.Any one Panel, or group of Panels
I
In a luminaire, have the same optical pattern. LED refractors produce standard site/area distributions. Panels are field A
replaceable and field rotatable in 90' increments.
I - D
. n=�
LED DRJVER(S)
Constant current electronic with a power factor of >.90 and a RZR-G I
minimum operating temperature of -40'F. Driver(s) islare UL and
cUL recognized and mounted directly crinst the Electrical a
Housing to facilitate thermal transfer, hel down by universal D
clumps to facilitate easy removal. In -line terminal blocks facilitate
wiring between the driver and optical arrays. Drivers accept an
input of 120-277V, 50/6OHz or 347V-4aOV, 50,6011z� (O - I OV - -------- -
dimmable driver is standard. Driver has a minimum of 3KV internal
surge protec
Ition. Lurninaire supplied with 20KV surge protector for RZR. I & RilR,MAF'
field accessible installation.) (Top Vis.,J
!..ED FIVfil rl ERS
High output LED's are utilized with drive currents ranging train
35OmA to I050mA. 70CRI Minimum, LED's cite available in
standard Neutral White (4000K), or optional Cool White (5000K) or
Worm White (3000K). Consult Factory for other LED options, RZR & RZRM 6
T.
AMBER
FICA (Phosphor Converted Amber) LED's utilize phosphors to
-MAF
create color output similar to LPS lamps and have a slight output
RZR c
in the blue spectral bandwidth. TRA (True Amber) LED's utilize I
material that emits light in the CiTiber spectral bandwidth only
ith
t th
f ph
pho
FINISH
Electrostatically appliedTGIC Polyester Powder Coat on substrate
prepared with 20 PSI power wash at 1401F. Four step media blast
and iron phosphate pretreatment for protection and paint
adhesion. 4001F bake for maximum hardness and durability.
RM FIrFER/FLECfR1r.Af HOUSING
Replaces standard Electrical Housing. Fits standard 2 3/81 O.D,
FIXTURE
A
a
0
D
RZR
15"
36.51
921-it
76,_
RZR
14.76"
28.25 11
23�"
A�,n
16.5"
O&ro,
RZRM
11.51
iN
22"
yJA
2.5'
64,,,,N
5�25"
131-,
RZR-MAF
61,
horizontal tenon.Two (2) straps with two (2) bolts each encircle
the lower half of the tenon. Upper half of the tenon rests on 'DLC PENDING AS OF 7117
self -centering steps that position the angle of the luminaire at 01,
+1.5*, +1.5 or +3' up from the horizontal. All hardware is stainless
steel. 0 us MADE IN THE
USA
73551
U.S. Architectural Lighting
CW) 23s2UU0 HA, �661) 2322001 U.S. ARCHITECTURAL
LA H��
1/3 Index P
itted On: Sep 7, 2018
Submitted by Lightin I Virginia- enLrEfl Xaa U'
Job Name: L A
Lighthouse Instraments
Architect: TIMMONS
...... ... ...
RAZAR SERIES -LED
POLE DRILLING TEMPLATE PLEDMODULES
2"
2.76'
OR RZR
F M . . . ........
WIREWAY F
.563 DIA RZR-G EPA.= 0.76
RZR E.P.A.= 0.67
Available in: --- ..... Avoilablein:
120 & 80LED Module 80 & 40LED Module
.406"DIA.0w-) aO LED Module
(3) HOLES
...........
e
120 LED Modul
Approximate Averaye Lumens - 4000K
maai
Watts Lumenst HID Eq. Watts Lumens; HID Eq. Watts Lumens HID Eq. Watts Lemons HID Eq.
625mA 7OOmA 1050 350mA rnA
24 28 3W 50 41 5058 170- 53 6567 100 a] 8773 I5S`
00 75
40 5997 10995 175 134 14647
45 =e, a6&,3 67
RZRM E,P.A.=0.45 I .... I .... I
81 10018 105 12600 200 160 17566 Avallable In:
250 48 LED Module
48 55 7046 100
48 & 24LED Module
80 87 11622 131 16736 2f 1 124 21235 400 1 2�4 26190 4
2ff 59�
1201 127 17405 250 1 195 24560 450 1 2,50 31592 97 1 396 43323 6R
5�
Eyamlsl� RZR/PLED-]V/80LED-7OGmA/CW/277/RAL-8019-S/IOSP
- ----------- - ----
MODEL OPTICS VOLTAGE FINISH
RZR XX
PI ED-111-M 40LED-525mA-NW XX
D MODE OPTIONS
MODEL OPTICS FINISH OPTIONS
LED MODE
VOLTAGE
NO, LEDs DRIVE CURRENT COLOR STAZARD
TEMP - COT TEXTURED FINISH
RZRG
NW (4000K)
Y LOW DIMMING FOR -G El T PErl 20LED 171 350mA 120
'ST9,I)APD El 0 BLACK 0 HIGH
0 TYPE if FRONT RoN El SOLED L
.......... CW(6D0OK) El 240 [I WHITE SENSOR_ � ......... HLSW
PLED-11-FR El 7OOmI RAL.90034 El INTERNAL
WW (3000K) El 277
HOUSE SIDE SHIELD ... HS-PLED
El RZR
PLED-11 ....... fin I RAL-9006-T HARDWIRED SWITCHING OR
[J 206
FEI 525-A NONINTEGRATED MOTION
I T -7 - - El TYPE 11 MEDIAN RZR El 1051I
F 11 TIM
OR OTHER LED COLORS ILLUMINATOR
CO AIFACTC El 347 GREY
[I 80LED PHOTOCELL. VOLTAGE RAL-7004-T
1:1 RZRIvIAF' PLED-11-MIL..., El 480 (EXAMPLE: PC] 20V).. PC+V
0 DARK BRONZE
TYPE Ili MED. SELECT U TWIST LOCK
RAL-8019-T
VOLTAGE PHOTO CELL + VOLTAGE
El GREEN (EXAMPLE: PC]20V).. TPC+V
El RZRM RZRM AMBER' RAL-611054
El TYPE Ill WIDE
PLED411-W .... 9M El TWIST LOCK
r SELECT
El 48LED El PHOSPHOR FOR SMOOTH FINISH RECEPTACLE ONLY ... TPR
FFLX AMBER
11 TYPE IV CONVERTED
PLED-1 El TPIN TWIST LOCK
EJ 24LED (EXAWLE: R1LX9'0`0EC) RECEPTACLE ONLY... TPR7
AS OF 7117 V� ..... R
PCA
El TYPE I
PLED -IV -FT ..... ME AMBER' FOR CWT01,1 COLORS LJ SINGLE FUSE
TRA (12OV, 277V, 347V).. SF
TYPE V NARROW N as: I-] DOUBLE FUSE
LEDs
PLED-VSQ-N . . . . (208V, 24OV, 48OV) OF
2,NAR OWeANDAM80131I DEFINABLE
TYPE V MED. CCT EQUIVALENT STEP DIM MOTION SENSOR
-V-S
PLED Q_ M . . 1 L& M 1 3-AVAILALU AalA&EB5,rADME TROGRAMMED501100)
QUAREMS Ly ................... MSF2II
El TYPE V WIDE
PLED-V-SQ-W 11 REMOTE MOTION SENSOR
CONFIGURATOR
........... I .... MM10
�WW�tA U.S. ARCHITECTURAL
U.S. Architectural Lighting I— (661) 233-2CA) Fw (,Nil) IL3�2031
Submitted On: Sep 7, 2018 2/3 Index Page
Submitted by Lighting Virginia -Central
IlJob Name: R
E
Lighthouse Instraments XX .. ......... . .... I
V I R�u� N .. .. .. .. .. ...... Architect: TIMMONS
I........... T 9
RAZAR SERIES -LED
POLE DRILLING TEMPLATE PLEDMODULES
I_
A --- --------
2.75- 1,25" (32
(70,I) ... )
FORRZRM
WIFIEWAY FaRRZR ..... ..... ..
4
DIA. RZR-G EPA.= 0.76
IRZR EPA.= 0.67
Availob!em:
Available in:
80 & 40LED Modu
120 80LED Module le
A06
(,;IDIA (Iwov 80LEDModule
HOUES
12OLEDModule
Approximate �Lv
?r.a.
. Ye Lumens - 4000K
(Lumen distributions)
35OmA 525mA 7OOmA lO5OmA
Watts Lumens HID ECT, Watts Lumens HID Eq. Watts Lumens HID Eq, Watts Lumans HID Eq.
I
24 26 3541 50 41 5056
53 15567 100 81 8773 19-6 1.
45 87 IOW5 175 134 I�VA�
.45
f RZRM E.P.A.
AvailoOle in: 15 105 12600 200 160 17566 250
7�
48 55 7046 100 81 10018 48 & 24LED Module
48 LED Module
80 87 11622 1 76' 2
200 131 16736 2�Q,11, 114 21235 00 266 211911 4575&
5
120 127 17405 250 195 24860 4W 26Q 21592
47 396 43323 68�
RZR/PLENV/OOLED-7OOmA/CW/277/RAL-8019-S/IOSP
MODEL P OPTICS LED MODE VOLTAGE FINISH OPTIONS
RZR LED-111- D-700rrTA-NW XX XX
M 40LE
MODEL OPTICS LED MODE
VOLTAGE FINISH OPTIONS
- - - - - - ------------
NO. LEDs DRIVE CURRENT COLOR STANDARD
TEMP - CCT TEXTURED FINISH
RZRG
El RZR-G TYPE 11 El 12OLED 0 35OmA 0120 BLACK I-] HIGH -LOW DIMMING FOR
PLED -II... RAL-9005�T HARDWIRED SWITCHING OR
El 208
1:1 80LED 11 625mA NONINTEGRATED MOTION
R TYPE it FRoNT Raw ___ 171 cw (EoI 0240 C] WHITE SENSOR ............ HLSW
PLEDH-FR ..... RAL-9003-T
L ------- I -Al J 11 WW (3000K) E] 277 Ll INTERNAL
0 TYPE If = - E] 7DOn HOUSE SIDE SHIELD ... HS-PLED
MEDIAN qg RZR El 10SOmA'
ILLUMINATOR CONSULT FACTORY [I 347 El GREY
PLED41-ML ..... LJ BOLED OR OTHER LED COLORS
F RAL-7004-T PHOTOCELL VOLTAGE
RZRMAF' E] 480 (EXAMPLE: PC120V).. PC+V
SELECT 0 DARK BRONZE
RAL-8019-T El TWIST LOCK
TYPE Ill ND. T-47LIED
PLED4flM ..... iFil
IVOLTAGE PHOTO CELL + VOLTAGE
(EXAMPLE: PCI 2OV) . . TPC+V
C] GREEN
TYPE Ill WIDE
0 RZRIVI
-W .... RZRIVI AMBER'
PLENII M 0 TWIST LOCK
0 48LED PHOSPHOR FOR 5NIOCCH FINISH ... TPR
DPEiV fl CONVERTED REPLACE SUFFIX'I'
1U AMBER WITH SUFFIX TPLN TWIST LOCK
PLED -IV ....... 24LED POA RECEPTACLE ONLY ... TPR7
ASOF7117 (EVNIPLE RAOL105-ti)
FACTORY
CCNSULT
TYPE IV 0 TRUE AMBER' FORCUSTONICOLORS I-] SINGLE FUSE
52, TRA (I 2OV, 277V, 347V). . SF
PLED -IV FT .
TYPE V NAROW N07ES: El oouBLE FusE
I USEMTH TRA
PLED-VSQ�N .... ED$ (206V, 24OV, 48OV) . , OF
TYPE V MED. 2,,'iMRM&k%OAUEERSIAVENODEFiNAUE
11 STEP DIM MOIlON SENSOR
PLED-V-SQ-M 3 �AV LA8LF;N35�A&515,ADFtVE
(PROGRAMMED 50/100)
................... MS4211
TYPE V WIDE
PLED-V-SQ-W . 111 REMOTE MOTION SENSOR
CONFIGURATOR
....... ...... MS_rCI0
U.S, Architectural Lighti
U.S. ARCHITECTURAL
n g =(W)2Z3201 l`-06l)23s2W1
G
I
Submitted On: Sep 7, 2018 2/3 Index Page
40LEP IIT4 57
A.= 0
m7,,
I.EI;PM I'lle
24LED ad
Submitted by Light V*
Job Name: 4,40 L
B Pff";
LIQHT`IiNG�j Lighthouse Instraments
VIRGINI�,�,
Architect: TIMMONS
RAZAR SERIES -LED LED/ELECTRICAL GUIDE
24 LED 24 PLED'Opfical 3,298- 3,133- 3,463- 60,000+ -20'F 29 120 0.24 Module - 351I 3,7a4 3,595 3,973 277 0.10
I
24 LED 24 PLED'Optical 6,023- 5,722- 6,324- 60,000+ -201 56 120 0.45
Module - 7OOmA 6,911 6,565 7,256 277 0.20
... ...... ..
26Z,
I
I
40 LED 40 PLED Optical 5t585 - 5,306- 5.W - 60,000+ -20'F 43 120 0.38
Module - 35OmA 6,408 6,088 6,729 277 0.17
tD
J;L1
I
4 Ito
I
40 LED 40 PLEEP Optical 10t240 - 9,72$- 10,752- 60,000+ -201F 87 120 0.73
Module - 7OOmA 11,749 11,162 12,337 277 0,32
?7 . ....... .. . M
48 LED 48 PLED'Optical 6,562- 6,234- 6.$90- 60.000+ -20'F 53 120 0.46
Module - 35OmA 7,529 7,153 7,909 277 0.20
� I'�'ll�,�,�;""�i,�,'tj',,��;,�;,�;,�:,��'���;1;:,�;,?;,�;,�,,�i,�il�i��i,�i,�i,iil,i i
" "L, ,,t L�i��il�il�il�';I�il�;��il��;lt�i��;,ii,�;,�;,�;,�i,�i,�;,�;,�,;i��ii;;i,;i,�i��ij����������:�
6
I
48 LED 48 PLED- Optical 11,735- 11,148- 12,322- 60.000+ -20'F 106 120 0.88
Module - 7OQmA 13,464 12,791 14,137 277 0.38
tL`1 11 t; %` �'l
t
---- - ---------------------- - ---- - -------- - ---------- - --- - ----- - --------
80 LED 80 PLED'Optical 10,824- 10,283- 11,365- 60,000+ �20"F 86 1 20 0.75
Module - 360mA 12,419 11,798 13,040 277 0.33
110 LID 80 PLED* Optical 19,767- 18,779- 20,755- 60,000+ -201 174 120 1 45
Module.)OOmA 22,680 21,546 23,814 277 0:63
LED. Dq
tI
��i -
__ -4, --------
- - - ---- - - - - - ----- - ----- - ---- - - - ---------------
80 LED 80 PLED"Oplical 10,950- 101403- 11,498- 60.000+ -20'F 87 120 0.75
Module - 35OOTIA 12,564 11,936 13,192 277 0.33
------ ---- -
'A 6
Module - 7OOmA 23,032 21,881 24,184 277 0.63
80 LED 30 PLED'Opfical 20,074- 19,071- 21,078- 60,000+ -201 174 120 1.45
120 LED 120 PLED'Optical 16,211- 15.400- 17,021- 60.000+ -201 130 120 1.06
Module - 35OmA 18,599 17,669 19,529 277 0.46
6
6
120 LED 120 PLED' Optical 2SIA24 - 27,963- 30,895- 60,000+ -20'F 260 120 2.17
Module - 700niA 33,760 32,072 35,448 277 0.94
NOTES: 1, Maxinput Amps is [he highest of starting, operating, or open circuit currents.
Lum
2' ., en value' for LED Modules vary according to meisinbutnn tviost. 80LED alloy appears in both the RZR and I?ZP-G models.
3 sternwatis includes the source worts and ail driver on"Por,ents.
4. Fuse valie should be sufficient to protect all witing components. Far electronic driver and LED component use surge suppre55orsupp:.ied,,i'hiu.'�nQ"fe.
Notei Surge suppressors are considered a perishable device.
5, L70(10K) -TM-2l6u[E,.ppied.
WARNING: At fixtures must be installed in acQold.nQe wil I IoCcl codes or the National Electrical Code. Failure to do so may result in Serious personal inju[y.
6W w,It A— 0. `,*�QIe. CA 93551
U.S. Architectural Lighting P U.S.ARCHITECTURAL
lt-O66I)2Al2OQ0
Submitted On: Sep 7, 2018 3/3 Index Page
ob Name:
Lighthouse Instraments
Architect: TIMMONS
RAZAR SERIES -LED LED/ELECTRICAL GUIDE
24 LED 24 PLED'Oplical 3,298- 3,133- 3,463- 60,000+ -20'F 29 120 O�24 Module - 350mA 3,784 3.695 3,973 277 OLIO
t
6 ;,:
6,324- MOOO+ -20'F 56 120 0.45
Module - 7OOmA 6,911 6,565 7,256 277 0.20
24 LED 24 PLED'Optical 6,023. 5,722-
4
I
......... .
I
40 LED 40 PLED Optical 51585- 5,306- 5,864- 60,000+ -20'F 43 120 0,38
Module - 35OmA 6,408 6,088 6,729 277 0.17
tIt
60,000+ -20'F 87 120 0,73
40 LED 40 PLED, Optical 10,240- 9,728- 10,752-
Module - 7OOmA 11,749 11,162 IZ337 277 0.32
4 917 .44
..................
48 LED 48 PLED' Optical 6,562- 6,234- 6,690- 60,000+ -201F 63 120 0.46
Module - 3SOmA 7,529 7,153 7,909 277 0.20
I
tt
1910, I �, � � - Z W`::t:��!'0144 .1 � -.1'"I", I
48 LED 48 PLED� Optical 11.735- 11,148- 12,322- 60,000+ -201 106 120 0.88
Module - 7OOmA 13,464 12,791 14,137 277 0.38
80 LED 80 PLED'Opfical 10,824- 10,283- 11.365- 60,000+ -20*F 86 120 0.75
Module - 35OFTNA 12,419 11,796 13,040 277 0.33
... ....... ... . ..... ... .......
LED 80 PLED'Optical 19,767- 10,779- 20,755- 60,000+ �201 174 120 1.45
Module - 70OmA 22,680 21,546 23,814 277 0.63
80
80 LED 80 PLED'Optical 10,950- 10,403- 11.498- 60,000+ -20*F 87 120 0,75 1
Module - 350mA 12,564 11,936 13.192 277 0�33
D..........
It
80 60,000+ -201 174 120 145
LED 80 PLED"Opfical 20,074- 19,071- 21,078-
3
Module - 7OOmA 23,032 21,881 24,184 277 O'6
9V
go
Q;
-----
16,
120 LED 120 PLED"Optical 211- 15,400- 17,021- 60,000+ -20*F 130 120 1.06
Module - 35OmA 18,599 17,669 19,529 277 0.46
I
1'2�O LED 120 PLED'Oplical 29,424- 27,953- 30,896 - 60,000+ -20'F' 260 120' 2.17
Module - 7OOmA 33,760 32,072 35,448 277 0.94
NOTES: 1. Max InpufArrIps is the higinestof starting, Oper0fing,0f Open Circuit Currents.
2. Lumen values for LED Modules vafy according to the distribution type. SOLED afray appears in both the It and PZR-G models.
3. System Wafts Includes the source walls and oil driver components,
4, Fuse value should be sufficient to protect oil will g components. For electronic driver and LED Component protection, use surge siupiples,5tart supplied with turnifloile.
Plate: Surge suppressors ate considered a peri'snhatga device.
S. L70(l ON) - TIVI-21 6x rule applied.
WARNING: All fixtus must be installed in accofdonceith local codes or the National Electrical Coe� Faitue to do so may result in Serious penorral irlarl,.
mom
U.S. Architectural Lighting =(441)233 U.S. ARCHITECTURAL
On: Sep 7, 2018 3/�
Submitted by Lightin
Lighthouse Instraments
Architect: TIMMONS
American it, 44 19,
Litepole
SQUARE t%ION-TAPERED STVE
D19
WITH 24�'CONCRETE BASSE BY OTHERS FOR OVERALL HEIGHT
D29
OF 20'
PAINTED TO MATCH LUMINAIRE
I
D28: DRILLED FOR BACK TO BACK LUMINAIRES
D39
I
T2.0 2.38"O .00" TALL POLE SLIAE
T25 .... 2.85"Ci 4.00" TALL The pole shaft is fabricated from hot roted COITIrrerciol quality Carbon steel f
_I
T30 3.50" 4 6.00" TALL one piece Construction with a mirlimurn ield 5tingth of 55,000 psi.
T35 4.0CV0 6.00" TALL
BASr PLAIT*
OT OPEN TOP
The base plate is fqbricated from a structural a * uclity hot roles Carbon steel
TSP �PECIAL. SIZE TENON plate that meets or exceeds ASMI A36 with a minimum yield strength of ---
pole shaft arid is 36.000 psi. The base plate tefescopes the circulliferential
top and botton,
BASE- COVER:
The two-piee stondord full base cover is fabricated from ABS plastic, Optional
two-piece stcel busa, cover also avallobk,,
ANCHOR BOLTs:
Anc�or bolts to ASTM F1554 Grae 55 and ore with t.0 [tax
I
nuts and flat washers. Bolts have an 1" bend on one end and are galvanized a
rnininium of 12" on the threaded end !it ccordance with ASTM A 153.
HANDHOI F
A reinforced hand hole. haying a nominal opening of 2.5"x 5" a,, 3% 5" will be
installed 18" bove the, base pIrte, A hand hole Cover ith hardware will be
I'luded alona with grounding provisions.
inc
Each pal -
POI E TOP:
poles (ece vin dr fling for side mount fixtures.
i'vill be,provided with a welded top plate and tenon Qr top cup for
FINISH
galvanized to ASTM A-123 specifications.
FATTFIC,J� SuO,li-Cy To CIANGE. St dord 191hes bFir coated TOI polypster powder or hot dip
Qatar fin
INUMOM
18.9 315 12,2 305 10.0 5 473 15.0 1 25a
I
1440-11
tolq� 8`l "I 110 `i9 i1f) 34
-76- 4 0 ADO It 1 140 8.25 0.75 8.00.9,00 �T-0654 015 17 9A 240 167 4.5 150 35 88 2 . . . .
I
M
100 a 31a 11.7 293 9.1 220 7.1 180 5.6 140 7 I 1'�
EgE ]m "
7i
1K M 14K EKE iK 7�9
20 5.00 5,00 11 l8i 11.00 I 100 10,00-12.00 ASTAICA 0,75 17 11.71 443 12.f �!3, 9.4 235 7.0 175 5.0 125 55 0.9 25
SNS-2540-11 25 4.00 4.00 11 17 0 1.0 50 . . . . . .
�W T, _17_�, 325 1 0.75 1 8,00-9.06 Mt-085A 0.75 4.8 1 1501 2.6 1 10
-
071-4 1I01rr3_7a_1Tt11_7T I—, t '#�
mT� �: M
25 5.00 5.00 11 225 11.00 I too ilo.00_12.00 Ail 0.75 17 9A 245 e3 157 1. 150 2.5 1 63 0.7 ia I
S1,13-30-40-7 30 4.00 4.00 1 291 825 0.88 1 8.00-9.00 PBT-085A 0.75 17 2.0 65 IA 35 0.4 10
�07 21 im ME
SNS-3G-60-7 So 5.00 1 S.UO I I 1 380 11.00 1.00 110.00-12.00 ABt-1104 0.75 17 39 100 24 63 0.3 10 . . . .
:,.7
SAIS 35-60-7 35 1.12� 1 5.00 7 446 l000. 12.00 AST-110. 1, 75 17 . . . . . . . I
i
.00
0 1 A I A N5 111.00.13.00 ABT-120-4 IbO I
I
I
I
0- i
Eli XX D28
F A
AB-ANCH61l, BOLT CE-U�RK BRONZE X -E9TRX HANDHOLE
BRCiae HH
z5-1Es`r11C (VI 9e
[:;p DIIIFER
U32 NI -NUT 001LPS CP -
'50 .50� C. U10
SM-SLVER METALLIC o3s
11.-�
ill. 049
T211 , CQUIlUNG
F. -RED KP2O 2
I-CALVANiZED IZ5 'PS,D �5(t' NIPPLE
CPXX-PA'NVED OVER CALV TIC P75-,75' NIFTILE
- MITRE
PLEASE 1,12P-MrOCIFIED BASE [LATE
TC- Tart C CNL1
SPECIFY
I I
---------------- --- - - - ----------- ---- ------- - ---------
AMERICAN LITE POLE 2500 5. HULEN, 200 FORT 'NORTH, rX 76109 866 - 174-720O W�T,Y,ALPPOLIS.COM
Submitted On: Sep 7, 2018 1/1 Index Page
Submitted
Lighthouse Instraments
Architect: TIMMONS
PROJECT NAME:
SOLID STATE AREA LIGHTING
PROJECTTYPE:
RAZAR SERIES -LED
P E C I F I C A T I 0 N S
OPTICAL HOUSING
Heavy cost low copper aluminum (A356 alloy; <0,2% copper)
assembly with integral cooling fins.The Optical Panel mounting
surface is milled flat (surface variance <± .002') to facilitate
thermal transfer of heat to housing and cooling fins. Solid barrier
wall separates optical and electrical compartryients.The optical
and electrical compartments are integrated to create one
assembly. Minimurn wall thickness
E I_ 7, C, f R 1 C A 1. H 01 U S 1 N G w / I N IRAI E 1) A R
Heavy cast low copper aluminum (A356 alloy; <0.2,. copper)
assembly with int ral cooling ribs surrounding the electrical
compartme
nt ang a flat surface on the top of the arm to
Doc orntri ad cite a photocell receptacle. Solid barrier wall
separates optical and electrical compartments. The optical
compartment and electrical compartment with the integrated
SU
pport arm combine to create one assembly. Minimurn wall
thickness is Cast and hinged driver assembly cover is
integrated with wiring compartment cover,
PLED'OPfICS
Emitters (LED's) are arrayed on a metal core PCB panel with each
emitter located on a copper thermal transfer pad and enclosed
by an LED refractor. In asymmetric distributions, a micro-reftector (MODELS; RZRM,RZR,RZR-0 RZR4i PATENTPENDING
Inside the refractor re -directs the house side emitter output
towards the street .side and functions as a house side shielding
element. Refractors an- injection molded H 1 2 acrylic. Each LED
refractor is sealed to the PCB over an emitter and all refractors are
retained by an aluminum frame.Any one Panel, or group of Panels
in a luminare, have the some optical pattern. LED refractors
produce sfandar site/area distributions. Panels are field A
replaceable and field rotatable in 901 increments.
.1
LED DRIVER(S)
Constant current electronic with a power factor of >,90 and a RZR-G B
minirnum operating temperature of -40'F. Driver(s) is/are UL and I
Cut. recognized and mounted directly against the Electrical 7
Housing to facilitate thermal transfer, held down by universal ID
LL
clom
s to facilitate easy removal. In -line terminal blocks facilitate
wiring between the driver and optical arrays. Drivers accept an
inpul of 120-277V, 50/6QHz or 347V-48OV, 50.6QHz. (O - IQV
dimmable driver is standard. Driver has a minimurn of 3KV Internal
surge protection. Lumincire supplied with 20KV surge protector for -------
field accessible installation.) RZR. I?ZI li�71,1,11AI'
&P V,
EMITTERS
High output LED's are utilized with drive currents ranging from --------- ----------
350I to 1050mA. 70CRI Minimum. LED's are available in
standard Neutral White (4000K), or optional Cool White (5000K) or
RZR & RZRM -'I y
Worm White (3000K). Consult Factory for other LED options. c
D
�i
A tv'i B C R L E D;,,i
P
FICA ( hosphor Converted Amber) LED's utilize phosphors to
creat c
Et color output similar to LPS lamps and have a slight output -MAF
in the blue spectral bandwidth. TRA (True Amber) LED's utilize RZR
material that emits light in the amber spectral bandwidth only
It
without he use of phosphors
FINISH
E Teo f ros fatical ly a pplied TG IC Polyester Powder Co a t on s ubstra te,
prepared with 20 PSI power wash at 1401F. Four step media blast
and iron phosphate pretreatment for protection and point
adhesion. 4001 bake for maximum hardness and durability.
MASTAIRIVI FiTrEr�/F.I.i-CTRit�/kL�lOtISING
Replaces standard Ei�ctrical Housinp its standard 2 3/8" 0,D.
FIXTURE
A
B
0
D
FZR-G
927,
3.
7n
7"
IV—
RZR
4.75.
21ii
2,75"
6.$"
RZRM
11.51
1
22"
5.25"
133,-
RZR-MAF
26.26'
2.6"
4"
horizontal tenon, Two (2) straps with (2) bolts each encircle
the lower half of the tenon. Upper half of the tenon rests on 'DLC PENDING AS OF 7117
self -centering steps that position the angle of the luminaire at 01,
+ 1.5', + 1.5 or +3' up from the horizontal, All hardware Is stainless
steel. G us MADEINTHE
I2018002
U.S. Architectural Lightin U.S. ARCHITECTURAL
9 9M
Architect: TIMMONS
PROJECT NAME: SOLID STATE AREA LIGHTING
PROJECT TYPE:
RAZAR SERIES -LED
SPECI F1 CATIONS
OPTICAL HOUSING
Heavy cast low copper aluminum (A356 alloy; <0.2% copper)
assembly with integral cooling fins.The Optical Panel mounting
surface is milled flat (surface variance <± .002") to facilitate
f
thermal transfer a heat to housing and cooling fins. Solid barrier
wall separates optical and electrical compartments. The optical
and electrical compartments are integrated to create one
assembly. Minimum wall thickness
�Elavy cast low copper aluminum (A356 alloy: <0,2% copper)
Ef EC TRICAL HOUSING w/ INI EGRATED ARM.
assernbly with integral cooling ribs surrounding the electrical
comportment and a flat surface on the top of the arm to
accommodate a photocell recepiacle. Solid barrier wall
separates optical and electrical compartments.The optical
compartment and electrical compartment with the integrated
support arm combine to create one assembly. Minimum wall
thickness is .1 88". Cast and hinged driver assembly cover is
integrated with wiring compartment cover,
PLED"OPTICS
Emitters (LED's) are arrayed on a metal core PCB panel with each
emitter located art a copper thermal transfer pad and enclosed
by an LED refractor. In asymmetric distributions, a micro -reflector
(MODELS:RZRM, RZR,RZR-G RZR-MAF*) PATENTPENDINC
inside the refractor re -directs the house slde emitter OUTPUT
towards the street side and functions as a house side shielding
element. Refractors are injection molded H12 acrylic. Each LED
refractor is sealed to the PCB over On emitter and all refractors are
etalned by an alurninurn frarne.Any one Panel, or group of Panels
T.
in a luminaire, have the same optical pattern. LED refractors
produce standard site/area distributions, Panels are field
replaceable and field rotatable in 901 increments,
LED DRIVER(S)
I
Constant current electronic with a power factor of >.90 and a -G
RZR minimurn operating tempefature of AWE Driver(s) is/afe UL and
CUL recognized and mounted directly against the Electrical
7
Housing t facilitate thermal transfer, held down by universal ps I
claim a fac 1 litate ea sy removal 1. I n-II ne terminal blocks faci I i late
wiring between the driver and optical arrays. Drivers accept on
input of 120-277V, 50/60Hz or 347V-48OV, 50,60Hz. (O I OV
surge protection, Luminaire supplied with 20KV surge protector for Rzr?, [I &
dimmable driver Is standard. Driver has a minimum of 3KV internal
RZR-MAF- s
I-ED EMITTERS
High output LED's are utilized with drive ounents ranging f om
350I to I050mA. 70CRI Minimum. LED's are avallabi r in
Standard Neutral White (4000K), or optional Cool White (5000K) or I
c
Warm White (3000K). Consult Factory for other LED options. T
RZR & RZRM
AMBER LED's
FICA (Phosphor Converted Amber) LED's utilize phosphors to
create color output similar to LPS lamps and have a slight output
in the blue spectral bandwidth. TRA (True Amber) LED's utilize
D
_F
RZR-MAF*
material that emits light in the amber spectral bandwidth only
without the use of phosphors.
FINISH
Electrostatically a p pil ed TGIC Polyes ter Powder Coat on su bstrate
prepared with 20 PSI power wash at 1401F. Four step media blast
and iron phosphate pretreatment for protection and paint
adhesion. 4001F bake for maximum hardness and durability.
MAST ARM FITTER/ELECTRICAL HOUSING
Replaces Standard Electrical Housing. Fits standard 2 3/8" O.D.
-LI X I U 111
A
B
D
RZR-0
RZR
4.76'
28.25.
2.75"
6.5tt
1,s51
RZRM
1
2Y2rr,N,
22"
569"_
2.5"
&I--
6.26,
TJZlM
RZR-MAF
I
1
28,26-
2.5-
4`
horizontal tenon.Two (2) straps with two (2) bolts each encircle
- DLC PENDING AS OF 7117
the lower half of the tenon. Upper half of the tenon rests on
self -centering steps that position the angle of the luminairo at 01,
+11.61, +1.5 or +31 up from the horizontal. All hardware is stainless
steel, MADE IN THE
(P U
LURED 2018002
U.S. Architectural Lighting U.S. ARCHITECTURAL
2018 1/3
RANK W. H
I W411 U 14 6/15/20
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Submitted by Lighting Virilinia-Central Job Name: RZR, ED
LIGHTING Lighthouse Instraments
'r 8
Architect: TIMMONS
lI
RAZAR SERIES -LED
POLE DRILLING TEMPLATE PLED' MODULES
2.75' 1 2
FOR Ri
WiREWAY F ..... .....
OR Ri RZR E.P.A.= 0.67 RZR-G
DIA A Availablem:
I MNLED vlodule 80 & 40LED Module
80LEDIVIodule
-.406" DIA. (to-)
(3)HOLES
e
120 LED Modul
Approximate Averaye Lumens - 4000K
(Lumens median a all distributions)
350mA S25mA 7WmA 1060rnA
Waits Lemons HID Eq. Wolfs Lumens HID Eq. Wolfs Lumens HID Eq, Wolfs Lumens HID Eq, 24 28 MA I
50 41 5068 IO- 53 6567 100 81 8773 150-
too 1 75
40 5997 66 8653 T57 10995 175 134 14(A7
45
RZRM EPA.= 0.45
10018 0- 105
40 55 7046 100 81 12600 200 160 17566 250 Avallablem:
15
16 48 24LED Module 48 LED Module
60 87 11622 21S 131 167J6 N� 174 2Ms 400 266 28190 Pq
5
120 1 127 11405 250 1 195 24860 450 260 31692 57
76� 1 396 43323
RZR/PLED-IV/80LED-7OOmA/CW/277/RAL-8019-S/IOSP
MODEL OPTICS LED MODE
RZR PLED -IV -FT 80LED.7OOmA-NW
MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS
NO. LEDs DRIVE CURRENT COLOR STANDARD
TEMP - CCT 7
EXTURED FINISH
RZR-G
0120
[I TYPE It
fil El UOLED [I 360mA 0 NW (4000K) EJ BLACK HIGH -LOW DIMMING FOR PLED-11 ....... J�.
I I-] 208 RAL-ll HARDWRED SWITCHING OR
525i NONINTEGRATED MOTION
0 TYPE 0 FRONT Rol El EXILED El CW (5000K) 0240 0 WHITE SENSOR ....... .. _ HLSW
PILED-11i ..... RAL-9GO3-T
El WW (3000K) E-J 277 EIINTERNAL
HOUSE SIDE SHIELD ... HS-PUED
-1 TYPE it MEDIAN 1050mA'
FO R R f RZR C] GREY
E] 347
CONSULTFACTORY
FOR OMER LED COLORS
ILLUMINATOR RAL-7004-T L G
RZR-UAF' PLENI-ML ..... 0480 (EXAMPLE: PCMV).. PC+V
0 TYPE III MED El TWIST LOCK
40LED F-SELECT 0 DARK BRONZE
-8019-T
RAL
PLEWUI
VOLTAGE PHOTO CELL + VOLTAGE
(EXAMPLE: PCI 2OV) . , TPC+V 0 GREEN
RAL-6005-T TYPE Ili WIDE
El RZRM RZRM AMBER'
PLED411-W .... . umi) 0 TWIST LOCK
El PHOSPHOR FOR SNICOTH Fli RECEPTACLE ONLY TPR
0 48LED I
RERACE Sti D TYPE IV CONVERTED
PLED -IV ..... AMBER IMTH SUFFIX'S' 7-PLN TWIST LOCK
C] 24LED EVIMPUE: RAWOO!,S)
RECEPTACLE ONLY... TPR7
FICA
0 TYPE IV
M COLORS LJ SINGLE FUSE
TRUE AMBER' fop cl
PLED4V-FT ..... "I (I 2OV, 27 7V, 34 710. SF
CL
TIZA
OTYPEVNARROW MI
l 105i NOT FM ILSE ATTH TRA
NOTES: DOUBLE FUSE
VSQ-N.. LEDs
PLED- (208V, 24OV, 48OV) . . OF
2 NARROMANDAMEFIS PAVE NO DEFIWLE
COT EQU:' LEW El STEP DIM MOTION SENSOR El TYPE V MED.
PLED-V-SQ-1..ffl 34ML BLEN36WAU25MORIVE (PROGRAMMED 50/100) cORNENTSONi
................... MS4211
D TYPE V WIDE
PLEET-V-SQ-W REMOTE MOTION SENSOR
CONFIGURATOR
................ M$-FCIO
U.S. ARCHITECTURAL
U.S. Architectural Lighting
s
=mitted On: Sep 7, 2018 2/3 Index Page
RZRE A-�06
til .P , 7
A 7b
I ";
80a 40LED Module
qPA =0 .45
M
I. ble
2 4LE M .1.
D 7d
Lighthouse Instraments
Architect: TIMMONS
RAZAR SERIES -LED LED/ELECTRICAL GUIDE
24 LED 24PLEU'Optical 3,298- 3,133- 3,463- 60,000+ -20'F 29 120 0.24 Module - 35OmA 3,784 3,595 3,973 277 0.10
24 LED 24 PLED'Optical 6,023- 5,722- 6,324- 60,000+ -20'F 56 120 0.45
M N
6,911 6. 277 0.20 Module - 700mA 565 7.256
ED'i;
M I
40 LED 40 PLED Optical 5,585- 5,306- 5,864- 60,000+ -20*F 43 120 0.38
6,408 6,729
Module - 35OmA 61088 277 0.17
48 LED 48 PLED' Optical 6,562, 6.234- 6,890- 60,000+ -201
7,529 7.153 7,909
Module - 3SOmA
48 LED 48 PLEDI Optical 11,735- 11,148- 12,322- 60,00i -20"F
Module - 700rnA 13,464 12,791 14,137
80 LED 80 PLED* Optical 10,624- 10,283- 11,365- 60,000+ -20'F
12,419 11,798 13,040 Module - 35OmA
80 LED 80 PLEOi Optical 19,767- 18,779- 20,755- 60,000+ -20i
Module - 700i 22.660 21.546 23,814
53 120 0.46
277 0.20
106 120 0.88
277 0.38
86 120 0.75
277 0.33
174 120 1.45
277 0.63
80 LED 80 PLED'Optical 10195U - 10,403- 11,498- 60,000+ -20'F 87 120 0.75
Module - 35i 12,564 11.936 13,192 277 0.33
1,14
��!' , ?
IM "A ..........
......... ...
20,074- 19,071 - 21,078-
80 LED 80 PLED'Optical 60,000+ -20'F 174 120 1.45
Module-700mA 23,032 21,881 24,184 277 0.63
I: ......
120 LED 120 PLED'Optical 16,211- 15,400- 17,021- 60,000+ -20'F 130 120 1.06
Module - 350rnA 18,599 17,669 19,529 277 0.46
if
120 LED 120 PLED'Optical 29,424- 27,953- 30,895. 60,000+ -20'F 260 120 2.17
Module - 7OOmA 33,760 32,072 35,448 277 0.94
NOTES. 1. ax Input Amps is the highest of start ng, operating, or open circuit currents.
2. Lumen Values for LED Modules very according to the distribution type. 80LED crray appears in both the RZR and RZ[T-G models.
3. System Wafts includes The source watts Chat all driver components,
4. Fuse value should be sjfficie�f to protect all wiring components. Fair electronic driver and LED component protection, use surge suppressor supp?ied with lumina: a. Note: surge suppressors are considered a perishable device.
5. L70(l Orl - TM-21 dillruls, applIed.
WARNING., At fixturl bensfull-dinoucirdancewith lucal codes ortheNatto at VedyiQuICuals. Failure to do soll eSultin serious personal injury.
U.S. ARCHITECTURAL
U.S. Architectural Lighting
n: Sep 7, 2018 3/3 Index
Submitted by Lighting Virginia-Centra
Job Name:
i
I LIGHTtN Lighthouse Instraments
Vlg� Architect: TIMMONS
RAZAR SERIES -LED LED/ELECTRICAL GUIDE
24 LED 24 PLED'Oplical 3,298- 3,133- 3,463- 60,000+ -20'F 29 120 0.24 Module - 35OmA 3,784 3,595 3,973 277 0.10
it
24
LED 24 PLED'Optical 6,023- 6,722- 6324- 60,000+ -20'F 56 120 0.45
56
Module - 700i 6,911 6,565 7:2 277 0.20
.......... . .... .. ..
I
40 LED 40 PLED Optical 5.585- 5.306- 5,864- 60.000+ _201F 43 120 0.38
Module - 350i 6,408 6,088 6,729 277 0.17
Iif
40 LED 40 PLED- Optical 10,240- 9,728- 0,752- 60,000+ -20'F 87 120 0.73
Module - 700i 11,749 11,162 1
12,337 277 0.32
.............. .
I
48 LED 48 PLED'Optical
6�562 - 6,234- 61690- 60,000+ -201 53 120 0.46
Module - 350mA 7�529 7,153 7,909 277 0.20
60 000
P
48 LED 48 PLED, Optical 11,735- 11,148- 12,322- 60i -2OoF 106 120 0.88
Module - 7OOmA 13,464 12,791 14,137 277 0.38
. ........
La
10,824- 80 LED 60 PLED'Optical 10,2BI3 -
60,000+ -20l 86 120 0.75
11,365-
0 ue- a 9 11 13 13,040
I
80 LED 80 PLED'optical 19,767- 18,779- 20i 60,000+ �20'1` 174 120 1.45
Module - 700MA 22,680 21,546 23,614 277 0.63
1; L '11'.r"' I
f I
- ---- - -----
----------- ---- - -- --- - ------ - ---- -- - ---
80 LED 80 PLED' Optical 10,950- 10,403- 11,498- 60,000+ -201F 87 120 0.75
Module-350rinA 12,564 11,936 13,192 277 0133
i; .,4;,i;�:,�i,�i';,�iLi
60
. ........
I
I
80 LED 80PLED'Optical� 20,074- 19,071 21,078- 60,000+ -201F 174 120 1.45
Module - 700mA 23.032 21,881 24,184 277
0,63
120 LED 120 PLED'Optical 16,211- 15,400- 17,021- 60,000+ -201 130 120 106
Module - 350mA 18,699 17,669 19,529 277 0,46
1 20 LED 120 PLED' Optical 29,424- 27,953- 30,895- 60,000+ -20'F 26G 120 2,17
Module - 700l 33,760 32.072 36'"a 277 0.94
I
if
NOTES: I Max 1 pit Amps is the highest of starting. operating, or open circuit currents.
2 Lumen valuesl LED Modules ary according to the distribution type. BOLED armyoppeals in both the RZR and RM-G models.
3 Watts includes the source watts and Olt driver components.
41 Fuse mvafue should be suffident to protect all comporlents. For electronic driver and LED component protection. Lisa surge suppressor Supplied will, luminaire.
Note: Surg.,uppressors are considered a perishable device.
5. 1.700 Gil - YM-21 6l ppli d.
WARNINGz At fixtues must be'�Tistolled in local codes or the National Electrical Code. Failure to do so may result in serious personal injury,
U.S. Architectural Lighting U.S. ARCHITECTURAL
Submitted On: Sep 7, 2018 3/3 Index Page
JOD Name:
Lighthouse Instraments
Architect: TIMMONS
SOLID STATE AREA LIGHTING
S P E C I F I C A T I 0 N S
ORTICAL. HOt,15ING
Heavy c�st low copper aluminum (A356 alloy; <0.2%
copper) assembly with integral cooling fins. The Optical
Panel mounting surface is milled fiat urface variance <±
.003") to facilitate thermal transfer Ueat to housing and
cooling fins. The Optical Housing bolts to the Electrical
Housing forming a unified assembly, The minimum wall
thickness is .1 88".
ELEG HOUSING
Heavy cast low copper aluminum (A356 alloy; <0,2%
copper) assembly. Minimum wall thickness is .1 88", Fixture
Mounting Plate affixes to mounting surface over a
recessed j-box. Electrical Housing anchors on the top
edge of the Mounting Plate and stainless steel recessed socket head screws tighten the Electrical Housing to the
Mounting Plate from the bottom,
PLED" OPTICAL MODLILES
Emitters (LED's) are arrayed on a metal core PCB panel
with each emitter located on a copper thermal transfer
pad and enclosed by an LED refractor. The asymmetric
distributions, have a micro -reflector inside the refractor
which re -directs the house side emitter output towards the
Jing
street side and functions as a house side shielc
elernen I. Refractors are injection molded H 1 2 acrylic. Ea ch
refractors are retained by an aluminum frome.Any one
LED refractor Is sealed to the PCB over an emitter and all
Panel, or group of Panels in a luminaire, have the some
optical pattern. LED refractors produce Type 11, 111, and Type
IV site/area distributions as well as other specialty
asymmetric distributions. Panels are field replaceable and
field rotatable in 90' increments.
LED DRIVER(S)
Constant current electronic with a power factor of >.90
and a minirnum operating temperature of -30'C/-22*F
Driver(s) is/are UL and cUL recognized and mounted to a
driver assembly plate that has slotted holes to facilitate
ease Of aSSefTibly removal for fixture installation, Quick
disconnects for Incoming power and optical assembly
-277V,
power are provided. Drivers accept an input of 120
60/60Hz and utilize 0-10V dimming. 347V-48OV, 50,6OHz
also available on some models. Surge protector supplied
for field installation at the most conveniently serviceable
location.
LED
High output LED's are utilized with drive currents ranging
from 35OmA to 1050rnA. 70CRI Minimum. LED's are
available In standard Neutral White (4000K), or optional
Cool White (5000K) or Worm White (3000K). Consult
Factory for other LED options.
FINISH
Electrostatically applied TGIC Polyester Powder Coat on
substrate prepared with 20 PSI power wash at 1401F. Four
step media blast and iron phosphate pretreatment for
protection and paint adhesion. 4001 bake for maximum
hardness and durability.
PROJECT NAME:
PROJECT TYPE:
T
C
A
I
T
C
. ....... . .
--------
=Q C
I
FIXTURE
A
IS
c
RZRW 1
0.75'
121,
RZRWI-EM
ill
14"
6.5"
RZR-WM I
PATENT PENDING
FIXTURE
A
a
C
RZRYY 2
12
I..
RZRW2-EM
I
RZR-WM2
PATENT PENDING
RE
8 C
RZRW3
23'
ill )
12'
r-I) - 1)
RZIl
21.
14" (i
RZR-WM3
MADE IN THE
LISA
PATENT PENDING
2017122
U.S. Architectural Lighti U.S. ARCHITECTURAL
ng
tted On: Sep 7, 2018 1/3 Index F
JOIDName
ighthouse Instraments
rchitect: TIMMONS
PROJECT NAME:
SOLID STATE AREA LIGHTING
PROJECT TYPE:
RAZAR SERIES -LED
S P E C I F I C A T I 0 N S
Heavy cost low copper aluminum (A356 alloy; <0.2% copper)
a
asseirnbly with integral cooling fins.The Optical P nel mounting
surface is milled flat (surface variance <± .002') to facilitate
thermal transfer of heat to housing and cooling fins. Solid barrier
wall separates optical and electrica
I compartments.The optical
and electrical compartments are integrated to create one
assembly. Minimum wall thickness is .1 88".
E _CC[RICAL HOUSING vvi / I N I EGRAf E D ARM H t )w copper aluminum (A356 alloy; <0.2% copper)
=blcylswillo� integral cooling ribs surrounding the electrical
compartment and a flat surface on the top of the arm to
accommodate a photocell receptacle. Solid barrier wall
separates optical and electrical compartments. The optical
compartment and electrical compartment with the integrated
support arm combine to create one assembly. Minimum wall
thickness Is .186", Cast and hinged driver assembly cover Is
integrated with wiring compartment cover.
PLED"OPTICS
Emitters (LED's) are arrayed on a metal core PC8 panel with each
emitter located on a copper thermal transfer pad and enclosed
-netric distributions, a micro -reflector -0 & RZR-MAF')
by an LED refractor. In asymi (MODELS: RZRM,RZR,RZR PATENT PENDING
Inside the refractor re-direl the house side emitter output
towards the street side and functions as a house side shielding
element. Refractors are injection molded HI 2 acrylic. Each LED refractor is sealed to the PCB over an emitter and all refractors are
retained by an aluminum frome.Any one Ponel, or group of Panels
in a luminaire, have the same optical pattern. LED refractors A
produce standard 51te/area distributions. Panels are field
replaceable and field rotatable in 90, increments.
'PIVER(S) ----
LED
-G - -----
Constant current electronic with a power factor of >.90 and a RZR
minimum operating temperature of -40'F. Driveri is/are UL and I
cUL recognized and mounted directly against the Electrical _T
Housing to facilitate thermal transfer
held down by universal
clamps to facilitate easy removal. In-flne terminal blocks facilitate
v
input of 120-277V, 50/6OHz or 347V-48OV, 50,6OHz. (O - 10V
viring between the driver and optical arrays. Drivers accept an
dimmable driver Is standard. Driver has a minimum of 3KV internal
surge prot ction, Luminalre supplied with 20KV surge protector for
8
field accessible Installation.)
[.ED EMIT*r,-Rs
High output LED's are utilized with drive currents ranging from
... .. .... . .........
35OTnA to IO5OmA. 70CRI Minimum. LED's are available in
6 =::]�
standard Neutral White (4000K), or optional Cool White (5000K) or RZR & RZRIVI C
Worm White (3000K). Consult Factory for other LED options. I D
AMBER LED',.,,
PICA (Phosphor Converted Amber) LED's utilize phosphors to
C
'I.
create color output similar to UPS laryips and have a slight output
in the blue spectral bandwidth, TRA (True Amber) LED's utilize RZR-MAF'
material that emits light in the amber spectral bandwidth only
without the use of phosphors.
H
FINIS
Electrostatically applied TGIC Polyester Powder Coat on substrate
r
ed with 20 PSI power wash at 140'F. Four step media blyst
Pan Iran phosphate pretreatment for protection and paint
adhesion 4001F bake for maximum hardness and durability.
MASrARM FIT
TER/ELECTRICAL HOUING
Replaces Standard Electrical Housing. Fits standard 2 3/8" O,D,
FIXTURE
A
a
0
D
RZR-G
7
RZR
14,76'
jl�a�
26.2S'
2.75"
RZRM
11.51,
Wal.
22"
(0-
64-
RZR-MAF
I
horizontal tenon.Two (2) straps with two (2) bolts each encircle PENDING AS OF 7/17
the lower half of the tenon, Upper half of the tenon rests on
self-contering steps that position the angle of the luminaire at 01,
+ 1.5', 0,5 or +3* up from the horizontal. All hardware is stainless
steel, G us MADE IN THE
@ usift 2018002
USTE) a
U.S. ARCHITECTURAL
U.S. Architectural Lighting 233 2LUD Mir
Em
Submitted On: Sep 7, 2018 1/3
Submit ad by Lighting Virginia -Central
a
Job Name:
LIGHTtp$Q,��� Lighthouse Instraments
VIRGIIi Architect: TIMMONS
RAZAR WALL.N.A.0UNT SERIES -LED
EMERGENCY OPTION PLED' MODULES
EMBeckBox
ridad!
nousing
U
60 LED Module
THE EMERGENCY OPTION BACK BOX EXTENDS 2'BEYONDIHE
STANDARD H 0 U SING Ali D CO WAI NS TH E EM ERG ENCY
COMPONENTS (EC) INCLUDING BATTERIES.
RZR-WM3-LED E.P.A.=.69
Available in: THE EMAED SYSTEM PROVIDES POWER TO ALL LEDs IN THE ARRAY
(20,40. r6u)TOMEETTHEFOLLOWINr 60 LED Module on
U 0 H T LEV ELS FO IT A
MINIMUM OF 90 MINUTES. 40 LED Mol
WMI 45% 0 350MA
WM2v36%@350MA
WM3=24%@350MA
RZR-WM2.LED E.P.A.=.47
'MULTIPLY THE %ABOVE BY THE LUMEN OUTPUT 350MA Available in:
40LEDModule
WALL MOUNTING
racet
20 LED Module
RZR-WM I AED E.P.A.=.33
Avoilablain:
Set Scraw 20LEDModule
MAX INPUT WATTAGE
WON Plate
Mil I. -S. 4 or DRIVE CURRENT
LED's 350MA 525MA 700mA 105UmA
60 68W Vill 131 w I ydW
66W 87W 134W
40 45W 44W 66W
20 23VI 3aw
Set Screw Lock
-WM2/PLED-IV/40LED-7OOmA/CW/277/RAL-8019-S/SF RZR
...........
MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS
RZR-WM2 PLED-111-W 40LED 525mA NW xx xx
I 11 11 I
MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS
STANDARD
PLED� DISTRIBUTION TYPE NO. LEDs DRIVE CURRENT COLOR
TEMP-CCT TEXTURED FINISH El HIGH -LOW DIMMING FOR
RZR-WMI EXTERNAL CONTROL., HLSW
11 RZR-WM I El TYPE (I [I 20LED E] 350MA El 120 [I BLACK
El HOUSE SIDE SHIELDING
W
RAL-9006-T
PLED41 . .... (M FT 0208 .................... HS-PLED
1 El 525mA
El TYPE 11 FRONT liM 700MA El CW (5000K) 0240 El WHITE E] PHOTOCELL + VOLTAGE
PLED-11-FR.. RAL-9003-T (EXAMPLE: PC120V).,, PC+V
WIN (3000K) C] 277
1050mA EI SINGLE FUSE
-W,112 El GREY
F0 RZR TYPE III CONSULT FACTORY [I 347 RAL-70044 (I 20V & 27 7V) ....... ST PLED-111 FOR OTHER LED COLCV6 [I 480
DOUBLE FUSE
TYPE III WIDE El DARK BRONZE SELECT
(208V & 24OV) ....... OF
RAL-80 I 9-T
VOLTAGE 0 EMERGENCY BACKUP I..EMI
0 GREEN
0 TYPE IV !! 1
PLIED4V ....... ; . RAL-6005-T D EMERGENCY BACKUP 1
RZR-WM3 - RZR.WM3
0 60LED POP RACOFTI M H (HOUSING ONLY)., ... EIVIHI
El TYPE IV -FT "EKACEUffll El EMERGENCY BACKUP 2, 1M2
01�1 wffHSVF1x,S*
PLED4V-FT .... . =J pkIKE. El EMERGENCY BACKUP 3..EM3
SELECT El SURFACE CONDUIT I... SCI
FINISH
17 SURFACE CONDU1172.. SC2
CONSTILTIFACTOFF! EI SURFACE CONDUIT 3.. SC3
U.S. ARCHITECTURAL
U.S. Architectural Lighting
Submitted On: Sep 7, 2018 2/3 Index Page
Submitted by Lighting Virginia -Central
Job Name:
Architect: TIMMONS ILighthouse Instraments
LI(jH
RAZAR SERIES -LED
PLED MODULES
POLE DRILLING TEMPLATE
2
( `� 4�
Ml - �l
FOR HZRM
WIREWAY F(0"R`UR`Z'R .....
. I __ I : RZRE.P.A.
.563" D.TA. RZR-G EPA.= 0.76 =0.67
Avoilablem:
Avallablein:
120 80LED Module 80&40LEDModule
80 LED Module �_406' ow (3 H
OLES
20 LEO Module
Lumens - 4000K
Approximate
�Luml :LV?.naP1! cilstlibutions)
1050mA
3S0mA 525mA 700ni
HID Eq. Wafts Lumens HID Eq. Wolfs Lumens HID Eq. Watt Wafts lumens
24 28 3541 50 41 5i 53 6567 100 I 81 8773
168.
40 45 5997 170- 66 B653 Iff 87 10995 176 134 14647 2
298
00 RZRM E.P.A.=0.45
-
12400 2.00 160 17566 250
Avjilablain: 48 55 7046
100 a] 10018 150- 105 48 LED Module
a
75 48 & 24LED Modul
--io- 67 11622 175- 131 16736 200 114 21215 40U 459-
200 250' 266 28190 575
1201 127 17405 250 1 195 24860 450 1 2150 31592 S96 43323
RZRIPLED 0 P
-]V/80-LEDI-700rnA/CW/277/RAL-8019 S I S
M
I
LED MODE
RZR PLED -IV -FT 80LED-700rnA-NW xx HS-PLED
FINISH OPTIONS
MODEL OPTICS LED MODE VOLTAGE
-
NO. LEDs DRIVE CURRENT COLOR STANDARD
TEMP-CCT TEXTURED FINISH
RZR-G
[I NW (4000K) El
PLED -I
RZR-G El TYPE 'I 12OLED EI 35OmA 120 El BLACK n HIGH.LOW DIMMING FOR
-Ml HARDWIRED SWITCHING OR
....... El 200 RAL NONINTEGRATED MOTION
C1 BOLED El 526mA El CW (6000K) SENSOR .... ....... HLSW
0 TYPE 11 FRONT RON 240 E] WHITE
PLED-11-FIR ..... RAIL-M34 INTERNAL
El Will (3auoK) D 277 SHIELD ... HS-PUED
HOUSE SIDE
1`7157_1 TYPE I MEDIAN RZR El 1050NW C] 347 GREY
0
I jLLUMINATCR RAL-700d PHOTO CEI
PLED-11-ML .... FOROTTERLEDC01093 C] 480 (EXAMPLE: PC]20V).. PC:+V
Fn BoLED
171 DARK BRONZE
[I RZR-MAF-
SELECT -T 0 TWIST LOCK
VOLTAGE PHOTO CELL + VOLTAGE
TYPE III MED. C1 4OUED RA"019
PLEDAI-M._
.. J (EXAMPLE: PC120V).. TPC+V
FI GREEN
I-] TYPE III WIDE
n ul PLED4IIW
Rl El TWIST LOCK
AMBER'
0
[I 48LED El PHOSPHOR RECEPTACLE ONLY ... TPR
EJ TYPE IV CONVERTED REPLACE SUFFI I'
7-PIN TWIST LOCK
'DICANDING PLED4V .. ..... 2L= AMBER tEUNIPLI RA RECEPTACLE ONLY ... TPR7
AS OF 7/17 C] 24LED - L4005-5)
PICA
TYPE IV C1 TRUE AMBER' RCul OORS11 SINGLE FUSE
PLED-1
CL
V-FT ..... (12OV, 277V, 347V).. SF
IRA
El TYPE V NARROW NOTES: El DOUBLE FUSE
1. XxrA&ld ICsW NOT FOR USE WITH IRA
PLED-VSi .... LEDs
i 24OV, 48OV) OF
TYPE V MED
2 rViR BAND RACERS HAVE NO DEFAABLE El STEP DIM MOTION SENSOR
PLEDV-SQM..!-!r'l 3 AVARAiii-E IN 350irA & 625,1ACS[ii (PROGRAMMED 5011 00)
[
................... MSF2II
[I TYPE V WIDE 1IL7 11 REMOTE MOTION SENSOR
-V-SQ-W
PLED CONFIGURATOR
..... I .......... ... MS-FCIO
1
-
CA 935sr U.S. ARCHITECTURAL
U.S. Architectural Lighting R.- (6.1) 233 2DW F (.61) 233 2001
Index Page'
1 Submitted On: Sep 7, 2018 2/3
IZR C -P A �0,6
7AR;b
I. I
40LED' M.dt,le
�A =0 .45 M�I�p
24LED 71.d
entral
Job Name:
Lighthouse Instraments
Architect: TIMMONS
RAZAR WALLMOUNT-LED LAMP/ELECTRICAL GUIDE
20 LED 20 PLED'Optical 2.501 - 2,189- 2,661- 60,000+ -20'F 23 120 0,24
Module - 350nnA 2,7B9 2,442 2,857 277 0,10
Ty
..........
44 120 OA5
4.920 4,308 5,039 60l _201F 277 0.20
20 LED 20 PLED'Optical 4,411- 3,862- 4,517-
Module - 700mA
6
7
II
40 LED 40 PLED Optical il 4.379- 5i 60,000f -20'F 45 120 0.38
Module - 350mA
6,579 4,884 5,713
277 0.17
. ........ . .. .
il
itif
I.. ........ ...
40 LED 40 PLED- Optical 8,622- 7,724- 9,034- 60l -20'F 87 120 0.73
Module - 7OUmA 9,840 8,615 10,077 277 0.32
ilL
60 PLED'Optical 7,502- 6,568- 7,683- 60,000+ -201 68 120 0.46
60 LED 277 0.20
Module - 350rfiA 81366 7,326 8,570
f
60 LED 60 PLEDI Optical 13,233- 11,566- 13,652- 60,00i -20*F 131 120 0.86
Module - 70l 14,760 12,923 15,116 277 0.38
I
I
I
i,�
NOTES:
1. ax Input Amps is the highest of Starting, operating, or open circuit currents
2L Lunen Values for LED Modulas Valli to the distribution type
Wafts includes the sourcirarts and .11 ariver Components.
4. Fuse Value Should be sufficient to protect all wilng componsirits.
5� L70(10K) - TM-21 6x rule applied
L10(10K) - calculated 244,000 9 700mA
102,00lir 1050mA
WARNING:All fixtures must ben5lalied in accordance with local coessorthe Nctional EJ�cfiicafi Code, Failure to do somayresuitin,lerlow Personal inJurY
I)MaxInpulAmpsismeh; hiest of starting, operating, or open circuit Currents
2) Lumen values for LED Modules vary according to the distribution type
3) System Waits Includes the source walts and all driver components.
4) Fuse value should be suifficientto protect oil wiring components.
5) L70(l i - TM-21 6k rule applied
L70(l i - Calculated 2,14.(XiG @ 7OOmA
102,00i 105i
U.S. Architectural Lighting U.S. ARCHITECTURAL
I
c;ijhmitfpd C)n- li 7.2018 3/3 Index
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Submitted
Lighthouse Instraments
Architect: TIMMONS
SOLID STATE AREA LIGHTING PROJECT NAME:
RAZAR SERIES -LED PROJECT TYPE: "MD" 'I'll ", 'P ,
t110,11i §,T,�Ii ior, -
I - �9 Ilg�W
!.!t�=���"ftfsln
SS P E C I F I C A T I 0 N S 'SIq
OPTICAL HOUSING
Heavy cost low copper aluminum (A356 alloy: <0 2% copper)
assembly with integral cooling fins. The Optical Panel mounting
surface is milled flat (surface variance <± �002`) to facilitate
thermal transfer of heat to housing and cooling fins. Solid barrier
wall separates optical and electrical compartments.The optical
and electrical compartments are integrated to create one
assembly. Minimum wall thickness is, 1 88",
E I
LECTRICA1 HOUSING w/INTEGRATEDAIVA
Heavy cast low copper aluminum (A356 alloy: <0.2% copper)
assembly with integral cooling ribs surrounding the electrical
compartment and a flat surface on the top of the arm to
accommodate a photocell receptacle. Solid barrier wall
separates optical and electrical compartments. The optical
compartment and electrical compartment with the integrated
support arm combine to create one assembly. Minimum wall
thickness is .188'. Cost and hinged driver assembly cover is
integrated with wiring compartment cover. I
PLED'OPTICS
Emitters (LED's) are arrayed on a rnetal core PC13 panel with each
emitter located on a copper thermal transfer pad and enclosed
by an LED refractor. III asymmetric distributions, a micro -reflector (MODELS: RZRM, RZR, RZR-G & RZR-MAF 1) PATENT PENDI NO
inside the refractor re -directs the house side emitter output
towards the street side and functions as a house side shielding
element. Refractors are injection molded H12 acrylic. Each LED
refractor is sealed to the PCB over an emitter and all refractors are _r -
retained by an aluminum frame. Any one Panel, or group of Panel s I
I -
In a luminaire, have the same optical pattern. LED refroaforll I 11.1 -
produce standard site/oreci distributions. Panels are field A -..---
replaceable and fteld rotatable in 901 increments. I .. - ____1
I D
I F:.
LED DRIVER(S) ,- -_ - ,
Constant current electronic with a power factor of >.90 and a RZR-G T---------- B --------I
minimum operating temperature of -40'F. Driver(3) islare UL and I
5 r . . D
clamps to facilitate easy removal, In -line terminal blocks facilitate - _�:::::::� .,I
cUL recognized and mounted directly against the Electrical -
Housing to facilitate thermal transfer, held down by universal .
wiring between the driver and optical arrays, Drivers accept an
input of 120-277V, 50/6OHz or 347%/-48OV, 50,601-1z. (O - 10V �
dimmable driver is standard. Driver has a minimum of 3KV internal ___ .-
surge protection. Lurninaire supplied with 20KV surge protector for
field accessible installation.) RZR, RZRM a 11IR-1VIA'. 1 - I ����
(TOP V-)
LED FMI rTEf6 I
High output LED's are utilized with drive currents ranging from
35OmA to J050mA. 70CRI Minimum. LED's are available in I--- 8 -1
standard Neutral White (4000K), or optional Cool White (6000K) or
Warm White (3000K). Consult Factory for other LED options. RZR & RZRM 6 ::�� -r
I --'-,_,jI D
AMBEP LED'a _L
r
PCA (Phosphor Converted Amber) LED's utilize phosphors to
.
-
create color output similar to LISS lamps and have a slight output RZR-MAF - 8 D
in the blue spectral bandwidth. TRA (True Amber) LED's utilize r 7
material that emits light in the amber spectral bandwidth only
withouttheuseof has h-rs
J I`
FINISH
Electrostatically appliedTGIC Polyester Powder Coat on substrate
prepared with 20 PSI power wash at 1401F. Four step media blast
and iron phosphate pretreatment for protection and paint 0.
adhesion. 400*F bake for maximum hardness and durability,
MAST A18A FITFER/E'LEC FRICAL HOUSIN(3,
Replaces standard Electrical Housing. Fits standard 2 3/8' O.D
FIXTURE
A
-
a
0
ID
RZR-0
IS"
36. 5"
7.
387 nor
921-
7N3," n
137-n
RZR
14.76"
')8 25"
2.75"
-
6,5"
3)5n,o,
71W.,
70-
165nvo
RZRM
'
11 "
29, �
,�S
. .
22"
J�
2.5"
64,no
5�25'
IS&-
RZR-MAF 1
i
1
28.25*
1 2.5-
1 4"
36116"o
...
721.1n,
1 641-1
1 I.I,on I
horizonlal tenon. Iwo k2) Straps with two (2) bolts each encircle
the lower half of the tenon. Upper half of the tenon rests on 'DLC PENDING AS OF 7117
self -centering steps that position the angle of the luminalre at 01,
+1.5', +1.5 or +3' up from the horizontal. All hardware is Stainless
steel. 0 us [M MA.E Ill I.E
@ LJSA 2018002
� 1A,ol- 0. P.[,,�.-, C,N 93531
U.S. Architectural Lighting �o� cuo) 23sSuvo F. (661) M SOOT U.S. ARCHITECTURAL
U.ig-o 0 011111- I a-
1/3 Index
Jot) Name:
Lighthouse Instraments
Architect: TIMMONS
-
W W r, I 111121
N���=M_ UP -
POLE DRILLING TEMPLATE
;r ------ [--------F-
.
:
! I ��L. 2"(51-o)
_j___._ ___ - - - - __ __ f __ ___ __ ___ 1 -
2.75" r 1,25" o�)
o`U-9 - 4'
(102 )
-_ �
FOR RZRIV _� _-�,:'�EVVAI IC)R'RZR
- I— . .... _ ' DIA.
: .
; (I-) I
.406" DIA. (fa-)
Is I HOLES
RZR-GE.P.A.=0.76
Avallablein:
I ZU IN OVLLL) VIOUIUle
Approximate Averaye Lumens - 4000K
,
(L-ftlens one,dion 0 oil distributions)
PLED" MODULES
�_
I
- _�, -,
: ...
. .: .....
.. .:
:.I .
... ::.:...,
I �
-
I
I 1* -
.:,..::,::
.
.. .: :. A
..... .....
.. -
::*.:
*
': -
RZR EPA.= 0.67
:: ... I
..
* -1
.. �T.-
I ...
T..
Avoilablei n:
. .
.....
80 & 40LED Module
.......0
...
11. ..,
. .!.,.
1:41
. -
Z'.' 1: 1.
.:
.......
80 LED Module
12OLEDModule
35GmA
525mA
700mA
1050
Watts
Lumeng
HIDED.
Watts
Lumens,
HID Eq.
Watts
Lumens
HID Eq.
Watts
Lumens
HID Eq.
24
_Z0_
2&
3541
5110
41
-
5058
,
la
53
6567
IOU
a]
8773
15t
45
6991
7o-
66
8663
100-
87
10995
176
134
14647
100
-
150
No-
50
48
55
7046
100
81
IQQ18
J��
105
12600
200
160
175,56
250
801
87
11622
175.
131
16736
200-
174
21235
400
266
28190
2 00
1
P.
25U
1
1
711
g5 5
1201
127
17405
250
1 195
248W
4W 1
260
31592
�,E� 1
396
43323
HM�
. ,
-
4
.
RZRII E,P.A.= 0.45
7
F.T-.-. F.-.-.--.l
I., * :I
I L=!_?i
1 ..., : : ..'. I .1 : : i
Avail able i;n:
48&24LEDMod7ule
48LEDModule
Ex*mpio: RZR/PLED-IV/80LED-7OOmA/CW/277/RAL-8019-$/ I OSP
I RZR 11
PLED-VSQ-N ;I__
_ 40LED-700MA-NW
11 xx
11 xx
11 - -
I
MODEL
OPTICS
LED MODE
VOLTAGE
FINISH
OPTIONS
NO. LEDs
DRIVE CURRENT COLOR
STANDARD
RZRG
TEMP - COT
TEXTURED FINISH
D RZR-G
El TYPE"
PLED-11
M
[:1 12OLED
C1 350MA
EJ 120
0 BLACK
I-] HIGH -LOW DIMMING FOR
.......
[:1208
RAL-9005-T
HAMWIRED SWITCHING OR
0 TYPE I FMNT MW
El SOLED
11 525mA
----'T] LJ CW (6000K)
F-I 240
[I WHITE
NONINTEGRATED MOTION
SENSOR ...... � ..... Hl,SW
PLED41-FR ....
-Tm,
-
I 711m
FE
EJ WW (3000K)
C] 277
IZAL-9003-T
EI INTERNAL
17171 75-257-1
0 TYPE 11 MEDIAN
RZR
D 1050rnA'
HOUSE SIDE SHIELD ... HS-PLED
I -
ILLUMINATOR
PLED41-ML
g
0 aOLED
011,iSULTRACTORY
I'MOTH57LEOCCIORS
n 347
[I GREY
RAL-7004-T
El PHOTO CELL , VOLTAGE
El M-MAF -
.....
E] 480
(EXAMPLE: PCI 2OV).. PC+V
71 TYPE IN IMED.
,M
El 40L
��
SELECT I
I
DARK BRONZE
E] RAL�8019.T
El TWIST LOCK
PLED411-M .....
I �,
VOLTAGE
PHOTO CELL + VOLTAGE
0 lypE III WIDE
M
[I GREEN
(EXAMPLE: PC]20V),. TPC+V
0 RZRM
PLED-111-W ....
I
RZRMI
AMBER'
RAL-6006-T
I SELECT
El TWIST LOCK
El
I
D 48LED
[I PHOSPHOR
fOR Sl,MJH F1411H
RECEPTACLE ONLY ... TPR
IDUO"ENVING
TYPE IV
Fill
11
IM
CONVERTED
AMBER
REPUACESUfHA'T*
WITH! SUFFIX Is,
El 7-PiN TWIST LOCK
AS OF 7117
-
El 24LED
PCA
(W,MPUF� RAL4_)QdrS)
RECEPTACLE ONLY ... TPR7
El TYPE IV
PLED4V_FT .....
-
. , .1
I ffi �
III
11 TRUE AMBER'
CONSULTIACTONY
7OR CUSTOM COLORS
El SINGLE FUSE
TPA
(I 2OV, 277V, 347V) . . SIF
EJ riPE V NARMOW
m9m, ]
NOTES:
11 DOUBLE FUSE
PLED-VSQ-N_
,
, .L0QoA�I050nAWTlx]l1UaEwITHTRA.
EQ$
C208V, 24OV, 480V). . DF
El rYPE v mEo.
---
r7s", T
1-
2-YARROWBAM)AMIDISRAVENO DEFINABLE
COT EQUIVALENT
D STEP DIM MOTION SENSOR
PLED-V-SQ-M,.L,_jl]
I'L. _
� - S'.'!jj
3, AVAILI&E !N1 150.A & 516.A DRNE
MGRAMMED60/T00)
0 TYPE V WIDE
-
OURRENNS ON,
....... I ... I ....... MS-F211
PLED_V-SQ_VV �,
-
SIR]
El REMOTE MOTION SENSOR
�,
CONFIGURATOR
- I
I
I I
....-I., .... I .... %FC10
U.S. Architectural Lighting
66OVd11IAw,owO.P," 1,CA93!RJ1
RH". (W) TU3 '000 o- (W) m2wl
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7,2018
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,
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RAZAR SERIES -LED LED/ELECTRICAL G U I D E
9:1,rli�I'll,�o""rls,"�11*111,�e4,,�-J
24 LED 2,1 PLED'Oplical 3.298- 3,133- 3,463- 60,000. -20'F 29 120 0,2d
Module - 35OmA 3,784 3,595 3,973 277 0.10
fj! ,�;" ;�,�,,�,,;�l:":;,!;,�;,�;,�;��;,;;" ...
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�; ,:�,;;�,���,:��'�;'�,'�'���:,��:,�'�'�'��.,��im �"" ;� li �!� P., ,,�,-�, , " � I �' .Iz.�,;`;
� � , � �:"�z.,�z.,��-,."Tr�,f7,,��;:�'.1�."';�"�!'�'ll"�'�"�'.�;Ll�l��ll� �,�'L:�,��,i�;;:':,;;� IN! �:��!L�I;LR 1�4'1!1"'.�'.,',!,�'�M, ,. , s
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i 61, ,
I " . I 1 .55 � �m, � ( ,�, �!t Z '' ""I" I "i,
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24 LED 24 PLED'Optical 6,023- 5,722- 6,324- 60,000+ -201 56 120 0.45
1 Module - 7OOrnA 6,911 6,565 7,256 277 0.20
!,.,�,?I�!,:!��!� '1`16!���;!��I��!!��!��! �i'��'�".,�,'�!""�,':,��,��,'�,��,��., ��!l�,:,I:O�Cl� ,y�,'� '�I, I , �;:�;:�;!�;,�;:'��';��4,i"i,�;,';,'�,:�,'�,'�',�',;t�,���,,� ���!�!�;!�!�i�!!.. �!�Ii��i�I!�I��!����G;�'�!��;���!��!�����!��������!!�����
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NOTES: 1. Maul opUtArnpS is the highest of starting, operating, or open circuit curierrI3.
2. Lumen values for LED Modules vary according to the distribution type. 60LED array appears in both the RZI? and PZR-G models.
3. System Watts includes the sourcewairts, and oil driver components.
4. Fuse value should be suftlent to protect all wiring components. For electronic driver and LED component protection, use surge suppressor supplied with luminaine.
Nole; Surge suppressors ore considered a perishable device.
5, L70(l OK) - TM-21 6x rule applied.
WARNING: Ali fil must be installed in accordance with local codes or ffie National Beetricai Code. Failure to do so may fesult in Serious personal injury.
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AM.ERICAN LITE POL,: 2800 S. HULEN, SIJIfE 200 - FOR' WORI'l-1, TX 76109 ;3C6-474-7200 W'4W.ALPP0LES.COfV-- I
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DATE
711012018
DRAWN BY
M.P,ACHNER
DESIGNED BY
M. R.1F. H.
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CHECKED BY
F. HANCOCK
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WITH 24" CONCRETE BASSE BY OTHERS FOR OVERALL HEIGHT
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_8_,� T25 ..... 2.88"O � 4.00" FALL The pole shaft is fabricoted frorn hot roiled COfnnlercio' quality carbon steel of
i ore piece construction ,with 0 frinirnuin yield strngq, of 55,000 psi,
xl T30 ..... 150"o x 6.00" TALL
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�Ii, The base plate 1, fulbricated from a structural quality hot roi!Qs carbon steel
�m TSP ..... SPF(,IAI,. S17F T7NQN plate that maets or exceeds ASTIVI A-36 with a rnininturn yield strength of
q�� 5 36,000 psi. The base plate telescopes the pole shaft and is circumferential
��1 welded top slid bottorn
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�',� �i�l�. The two-riece standard fall base cover is fabricated from ABS plastic. Optional
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Y1111 �R� Anchor bolts conforni to ASTM F1554 Grade, 55 arid ore provided with two hex
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I nuts and f:Qt washtera. laoltz have an "I." bend In ort, end and are golvanized a
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I , Each pole will be provid,c] with a welded top plate and tenon or top cup for
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AM.ERICAN LITE POL,: 2800 S. HULEN, SIJIfE 200 - FOR' WORI'l-1, TX 76109 ;3C6-474-7200 W'4W.ALPP0LES.COfV-- I
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