HomeMy WebLinkAboutSDP199700107 Plan - Approved Minor Amendment 1997-09-04MANORHOUSE AT UNIVERSITY VILLAGE
ANA SSISTED LIVING RETIREMENT COMMUNITY
MINOR AMENDMENT
BRIEF EXPLANATION OF MINOR AMENDMENT
*BUILDING FOOTPRINT DECREASED IN SIZE
BY SLIGHT AMOUNT ALONG WITH MINOR
SHIFT TO BUILDING ORIENTATION.
*NORTH PARKING AND LOADINGS AREA SHIFTED
SOUTHWARD DUE TO CHANGE TO BUILDING.
COUNTY OF ALBEMARLE
GENERAL WATER AND SEWER CONDI T IONS
NOTES
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Lighting used to iiuminate parking areas shall be arranged or shielded to reflect
1
light away from adjoining residential districts and, away from adjacent streets.
Lighting spillover onto public roads and properties zoned residentially
or rural areas shall not exceed one-half foot candle.
2.
Location And Design Of Any Proposed Signs Is To Be Submitted Separately And
SITE DA TA
Treated As An Admendment To This Plan.
3.
Do Not Scale These Drawings - Use Dimensions Shown Only. Bring Any
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Discrepancies To The Attention Of The Engineer. It Is The Contractors
3, (o,f4 AC . -
Responsibility To Field Verify All Dimensions.
4.
All Curb Radii Are 5' Unless Otherwise Noted.
5.
Trash Pickup Is To Be By Private Hauler.
6.
This Site Is Not Within The Reservoir Watershed.
7
This use is subject to the regulations of 5.1.13.
8.
Storm drainage easements shown on the final plat titled
0.520 AC,
"Subdivision Plat showing Parcel A", (dated April 21, 1997.
9.
THE BUILDING IS AS STORY STRUCTURE APPROXIMATELY 46.0' IN HEIGkT
MANORHOUSE AT UNIVERSITY VILLAGE
ANA SSISTED LIVING RETIREMENT COMMUNITY
MINOR AMENDMENT
BRIEF EXPLANATION OF MINOR AMENDMENT
*BUILDING FOOTPRINT DECREASED IN SIZE
BY SLIGHT AMOUNT ALONG WITH MINOR
SHIFT TO BUILDING ORIENTATION.
*NORTH PARKING AND LOADINGS AREA SHIFTED
SOUTHWARD DUE TO CHANGE TO BUILDING.
PA VEMENT SPECIFICA TIONS (IwNiMuM)
TRAVELWAYS:
6" Aggregate Base Material (WITH PRIME COAT)
2'220 PSY Asphalt Conc., Type SM -2A
PARKING BAYS.
6" Aggregrate Base Material (WITH PRIME COAT)
2" 220 PSY Asphalt Conc., Type SM -2A
DUMPSTER PAD:
5" Plain Portland Cement Concrete
W/ 3" Aggr. Base (21A)
COUNTY OF ALBEMARLE
GENERAL WATER AND SEWER CONDI T IONS
1. Work shall be subject to inspection by the Albemarle County
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FR zloo
Service Authority inspectors. The contractor will be
LAND USE
responsible for notifying the proper service authority
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officials at the start of the work.
SITE DA TA
2. The location of existing utilities across the line of
OWNER:
the proposed work are not necessarily shown on the plans
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and where shown, are only approximately correct. The
contractor shall on his own initiative locate all
3, (o,f4 AC . -
underground lines and structures as necessary.
2.204 AC.
3. All meterials and construction shall comply with General
PAVED
Water and Sewer Constructicn Specifications as adopted
0%
by the Albemarle County Service Authority on January 20, 1983,
- 23.73 %
amended July 1, 1989.
0 AC. -
4. Datum for all elevation shown in National Geodetic Survey.
0.520 AC,
5. The contractor shall be resposible for notifing
TOTAL
"Miss Utiltiy" (1-800-552-7001).
100%
6. All water and sewer pipes shall have a mimimum of
- 100%
3 feet of cover measured from the top of pipe, over the
MAGISTERIAL DISTRICT:
centerline of the pipe, This includes all fire hydrant
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lines, service laterals and waterlines, etc.
R-10 , WITH PROFFERS AS LIMITED 3Y ZMA 06 -EO
7. 20' wide easements, centered on the pipeline and appurtenances
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shall be dedicated to the Albemarle County Service Authority,
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except where the line is in a public road right-of-way
U.S.G.S. -
or an access easement, in which case the access easement
SOURCE OF TOPO:
shall also be dedicated as a utility easement.
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B. 3' mimimum separation required between water line and
Roudabush, Gale & Assoc., Inc. (Field Topo)
storm sewer culverts or 6" separation when waterline
SOURCE OF SURVEY:
is insulated. Use 1/2" thick Therma-Cel Pipe Insulation
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in 3'x 4' sheets as manufactured by Nomaca, Inc. or
Front 25' NOTE: THE BUILDING SETBACK SHALL ALSO BE
equally approved by Albemarle County Service Authority.
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Insulation to extend 5' beyond centerline of culvert in both
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ldPections or 5' beyond ends of culvert when parallel.
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PROPOSED BUILDING HEIGHT
9. Touch read meters are being used by th1? Albemarle County
Service Authority. To accommodate these meters, meter lids
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will require a 1 3;4" hole taped into the center of the lid.
The purpose of this plan is to provide for the construction
Blind taps or plugs shall be provided to prevent debris
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from entering the box prior to meter installation:
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10. All water and sewer appurtenances are to be located
THIS PROJECT WILL HAVE THE CAPACITY FOR 155 BEDS ;HOWEVER, IT
outside of roadside ditches.
PARKING
11. Certification that 95% compaction is obtained shall be
provided for all fill areas under water and sewer lines
126 BEDS a 1 SPACE 4 BEDS = 32 SPACES REQUIRED
and appurtenances, This certification shall be signed
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by a Professional Geologist. The certification shall
state the exact area that the certification applies to.
12. Valves on deadend line shall be rodded to provide adequate
restraint for the valva during a future extension of the line.
PA VEMENT SPECIFICA TIONS (IwNiMuM)
TRAVELWAYS:
6" Aggregate Base Material (WITH PRIME COAT)
2'220 PSY Asphalt Conc., Type SM -2A
PARKING BAYS.
6" Aggregrate Base Material (WITH PRIME COAT)
2" 220 PSY Asphalt Conc., Type SM -2A
DUMPSTER PAD:
5" Plain Portland Cement Concrete
W/ 3" Aggr. Base (21A)
BENCHMARK INFORMA TION
Benchmark Is Located On The
Right Front Bonnet Bolt Of A
Fire Hydrant Located On The
Northwest Side Of Crestwood Drive
Elevation = 615.85 U.S.G.S. DATUM
APPROVAL
I
Dept Of Planning & Community Day. Virginia Dept Of Highways
Dept, Of Engineering Virginia Dept. Of Health
Dept. Of zoning Albemarle Co. Service Authority
Albemarle Co. Fire Official
COUNTY OF ALBEMARLE
VICINITY MAP
DEPARTMENT OF ENGINEERING
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GENERAL CONSTRUCTION NOTES FOR SITE PLANS
LAND USE
SCHEDULE
§M
1. Prior to commencement of any construction within any existing
SITE DA TA
BEFORE
OWNER:
AFTER
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OPEfN
3, (o,f4 AC . -
100%
2.204 AC.
- 60.87%
PAVED
0 AC. -
0%
0.860 AC.
- 23.73 %
BUILDING
0 AC. -
0%
0.520 AC,
- 15.40%
TOTAL
3-G,74 AC. -
100%
3.624 AC.
- 100%
better are to be achieved.
MAGISTERIAL DISTRICT:
I5. All drainage inlets shall have a 2 -inch local depression.
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6. Paved, rip -rap or stabilization mat lined ditch may be required
BENCHMARK INFORMA TION
Benchmark Is Located On The
Right Front Bonnet Bolt Of A
Fire Hydrant Located On The
Northwest Side Of Crestwood Drive
Elevation = 615.85 U.S.G.S. DATUM
APPROVAL
I
Dept Of Planning & Community Day. Virginia Dept Of Highways
Dept, Of Engineering Virginia Dept. Of Health
Dept. Of zoning Albemarle Co. Service Authority
Albemarle Co. Fire Official
COUNTY OF ALBEMARLE
VICINITY MAP
DEPARTMENT OF ENGINEERING
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GENERAL CONSTRUCTION NOTES FOR SITE PLANS
F4RM1W 70A/
REVISED., March 1, 1992
§M
1. Prior to commencement of any construction within any existing
SITE DA TA
public right-of-way, including connection to any existing road
OWNER:
a permit for said construction shall be obtained from the Virginia
i
Department of Transportation (hereafter abbreviated V. D. 0. T.
CHARLOTTESVILLE ASSISTED LIVING
2. All paving and drainage related materials and construction
methods shall conform to current specifications and standalyds
Plroposed Storm
of V.D.O.T. unless otherwise noted.
Manor Homes Retirement Centers, Inc
3. Erosion and siltation control measures shall be provided iin
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accordance with the approved erosion control plan and shalll be
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installed prior to any clearing, grading or other construction.
Richmond, Virginia 23226
4. All slopes and disturbed areas are to be fertilized, seeded
LEGAL REFERENCE:
and mulched. Maximium allowable fill or cut slope is 2:1.
-E-- • E,xisting Sanitary
Where reasonably obtainable, lesser slopes of 4:1 or
D.B. 1622, p. 327
better are to be achieved.
MAGISTERIAL DISTRICT:
I5. All drainage inlets shall have a 2 -inch local depression.
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6. Paved, rip -rap or stabilization mat lined ditch may be required
R-10 , WITH PROFFERS AS LIMITED 3Y ZMA 06 -EO
when in the opinion of the Albemarle County Director of
I
Engineering, or his designee, if it is deemed necessary
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in order to stabilize a drainage channel.
U.S.G.S. -
7. All traffic control signs shall conform with the Virginia
SOURCE OF TOPO:
Manual for Uniform Traffic Control Devices, latest edition.
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8. Unless otherwise noted all concrete pipe shall be
Roudabush, Gale & Assoc., Inc. (Field Topo)
reinforced concrete pipe - Class III.
SOURCE OF SURVEY:
9. All excavition for underground pipe installation must
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comply with OSHA Standards for the Construction
Front 25' NOTE: THE BUILDING SETBACK SHALL ALSO BE
Industry (29 CFR Part 1926).
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In addition to the above notes the following statement must
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be included on all sithe plans which require V.D.O.T. approval[.
PROPOSED BUILDING HEIGHT
The statement must be signed by the developer of the property
prior to tentative site plan approval.
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We the undersigned developer(s) understand that approval
The purpose of this plan is to provide for the construction
of this plan by the County of Albemarle does not necessarily
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indicated Virginia Department of Transportation (VDOT)
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approval of the plan. Approval of the plan by the County
THIS PROJECT WILL HAVE THE CAPACITY FOR 155 BEDS ;HOWEVER, IT
does not in any way relieve me of my responsibility in
PARKING
obtaining final VDOT approval prior to the issuance of
building permits and/or certificates of occupancy.
126 BEDS a 1 SPACE 4 BEDS = 32 SPACES REQUIRED
DEVELOPER DATE
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67 SPACES ARE PROVIDED (INCLUDING 3 HANDICAPPED SPACES)
BENCHMARK INFORMA TION
Benchmark Is Located On The
Right Front Bonnet Bolt Of A
Fire Hydrant Located On The
Northwest Side Of Crestwood Drive
Elevation = 615.85 U.S.G.S. DATUM
APPROVAL
I
Dept Of Planning & Community Day. Virginia Dept Of Highways
Dept, Of Engineering Virginia Dept. Of Health
Dept. Of zoning Albemarle Co. Service Authority
Albemarle Co. Fire Official
REVISIONS
Iiz -/9. 96 I
JAN. 31, 1997
(FINAL SITE PLAN)I
MARCH 24, 1997
(Minor Amendment)
APRIL 25 1997 i
MAY 21, 1997
CO FNG COMMENTS)
JUNE 2, 1997
SEPT. 4, 1997
(AMENDED SITE PLAN)
I
! DATE
NOVEMBER 11, 11996
VICINITY MAP
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SHEET 1 -COVER SHEET
F4RM1W 70A/
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70 V iw
SITE DA TA
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OWNER:
Eheyenne 1s' -m.
Salem. 81 eyon 9'F9E)9--
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CHARLOTTESVILLE ASSISTED LIVING
Drain I
RETIREMENT COMMUNITY, L.L.C.
c/o Kenneth J. Newell
Plroposed Storm
SITE
Manor Homes Retirement Centers, Inc
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7201 Glen Forest Drive, Suite 100
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Richmond, Virginia 23226
Service
LEGAL REFERENCE:
Tax Map 60-B2, Parcel 1
-E-- • E,xisting Sanitary
SOURCE OF TITLE:
D.B. 1622, p. 327
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MAGISTERIAL DISTRICT:
Jack Jouett
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ZONING:
R-10 , WITH PROFFERS AS LIMITED 3Y ZMA 06 -EO
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THIS PROTECT IS WITHIN THE A.I.A. (AIRF" � I'11:'ACT AREA )
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DATUM'
U.S.G.S. -
CID
SOURCE OF TOPO:
Albemarle County Topographic Maps
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Roudabush, Gale & Assoc., Inc. (Field Topo)
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SOURCE OF SURVEY:
Kirk Hughes & Associates / Roudabush, Gale 6 Assoc., Inc
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SETBACK REQUIREMENTS:
Front 25' NOTE: THE BUILDING SETBACK SHALL ALSO BE
1
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Side 15 45 FEET FROM ALL RIGHT-OF-WAYS DUE TO
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PROPOSED BUILDING HEIGHT
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Rear 20'
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PROPOSED USE:
The purpose of this plan is to provide for the construction
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of a 126 bed assisted living adult home
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THIS PROJECT WILL HAVE THE CAPACITY FOR 155 BEDS ;HOWEVER, IT
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PARKING
WILL OPERATE AT ONLY 126 BEDS, 45 L144i7_,!:CJ SY SP X0-42.
SCHEDULE:
126 BEDS a 1 SPACE 4 BEDS = 32 SPACES REQUIRED
I
67 SPACES ARE PROVIDED (INCLUDING 3 HANDICAPPED SPACES)
REVISIONS
Iiz -/9. 96 I
JAN. 31, 1997
(FINAL SITE PLAN)I
MARCH 24, 1997
(Minor Amendment)
APRIL 25 1997 i
MAY 21, 1997
CO FNG COMMENTS)
JUNE 2, 1997
SEPT. 4, 1997
(AMENDED SITE PLAN)
I
! DATE
NOVEMBER 11, 11996
VICINITY MAP
SCALE: 1 "' = 2000'
SHEET 1 -COVER SHEET
F4RM1W 70A/
Light (Exist.)
70 V iw
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Storm Structure
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SHEET 4 -SITE PLAN
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Plroposed Storm
SITE
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BELLAiR '�'
Service
ESTATES
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-E-- • E,xisting Sanitary
Sewer
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Plroposed San.
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REVISIONS
Iiz -/9. 96 I
JAN. 31, 1997
(FINAL SITE PLAN)I
MARCH 24, 1997
(Minor Amendment)
APRIL 25 1997 i
MAY 21, 1997
CO FNG COMMENTS)
JUNE 2, 1997
SEPT. 4, 1997
(AMENDED SITE PLAN)
I
! DATE
NOVEMBER 11, 11996
TABLE OF CONTENTS
LEGEND
SHEET 1 -COVER SHEET
Light (Exist.)
1-
ISHEET
D
Storm Structure
Z
SHEET 4 -SITE PLAN
S
E - - E;xlsting Storm
Drain I
Plroposed Storm
Drain
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Existing Water
Line
SHEET 8 - LANDSCAPE PLAN
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• • R11-oposed Water
Service
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-E-- • E,xisting Sanitary
Sewer
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a,nd Manhole
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Plroposed San.
Sewer Lateral
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REVISIONS
Iiz -/9. 96 I
JAN. 31, 1997
(FINAL SITE PLAN)I
MARCH 24, 1997
(Minor Amendment)
APRIL 25 1997 i
MAY 21, 1997
CO FNG COMMENTS)
JUNE 2, 1997
SEPT. 4, 1997
(AMENDED SITE PLAN)
I
! DATE
NOVEMBER 11, 11996
TABLE OF CONTENTS
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SHEET 1 -COVER SHEET
SHEET 2 -EXISTING S ITE CONDITIONS
1-
ISHEET
3 -OVERVIEW
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SHEET 4 -SITE PLAN
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SHEET 5 -WATER 81 SEWER PROFILES
SHEET 6 -STORM SEWER PROFILES
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SHEET 7 - DETAILS
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SHEET 8 - LANDSCAPE PLAN
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REVISIONS
Iiz -/9. 96 I
JAN. 31, 1997
(FINAL SITE PLAN)I
MARCH 24, 1997
(Minor Amendment)
APRIL 25 1997 i
MAY 21, 1997
CO FNG COMMENTS)
JUNE 2, 1997
SEPT. 4, 1997
(AMENDED SITE PLAN)
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! DATE
NOVEMBER 11, 11996
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REVISIONS
Iiz -/9. 96 I
JAN. 31, 1997
(FINAL SITE PLAN)I
MARCH 24, 1997
(Minor Amendment)
APRIL 25 1997 i
MAY 21, 1997
CO FNG COMMENTS)
JUNE 2, 1997
SEPT. 4, 1997
(AMENDED SITE PLAN)
I
! DATE
NOVEMBER 11, 11996
SHEET
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FILE NUMBER
NO. 7739
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FILE NUMBER
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REVISIONS
SEPT 4, -1997
(CRIT. SLOPES ADDED)
F ?ATF
MAIRCH 24, 1997
SCALE
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REVISIONS
SEPT 4, -1997
(CRIT. SLOPES ADDED)
F ?ATF
MAIRCH 24, 1997
SCALE
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CONTOUR INTERVAL
2 FEET
FILE NUMBER
NO. 7739
SHEET
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GRADING NOTES:
SEE CONSTRUCTION SEQUENCE NOTES ON SHEET 6
(STORM DRAIN PROFILES) RELATIVE T
0 EXISTING
NOTE A: ALL FILL MATERIAL TO BE INSPECTED AND COMPACTED AS
CA -o(? STRUCTURE CA -0 AND INFLOW PIPES. DIRECTED BY QUALIFIED GEOTECHNICAL CONSULTANT.
—N-C):LL-IJ�-C-OMPAC-TION-0-F-DE-TEN-ILO-N-B -ASIN-E-MBAt4KME�LT-(FJLL).--•--
(Change EX. D! to MH SHALL BE MINIMUM OF 90% IN ACCORDANCE WITH (ASTM
pa-ise top from 524.31) D-1557 AND WITHIN 2% OF OPTIMUM MOISTURECONTENT.
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MAXIMUM LIFT HEIGHT OF MATERIAL SHALL BE 8 INCHES
L OSE ',THICKNESS.
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REVISIONS
DATE
SEPT. 4, 1997
SCALE
1" = 20 -
CONTOUR INTERVAL
2 FEET
FILE NUMBER
7739
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REVISED:
JAN.
_T�T_
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7
31
APRIL
1997
PROFILES
2
1997
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i`NFORMATION ON
10"
INLINE
DRAIN
REFERENCED
ON
SHEET
X
ID1004A
101004N
4.
nyloplast
engineered surface
drainage products i
IFYPIEAL
A A tfu
INLINE DRAIN
II
DRAIN BASIN
CARL M. HENSHAW
DRAINAGE 2RODUCTS, INC.
?.0. BOX 429
POWHATAN, VA. 23139
-7 Q)4 2-4- 2.4 -
*(1) WATER TIGHT ADAPTERS AVAILABLE
FOR ALL PLASTIC PIPING SYSTEMS SEE OPPOSITE SIDE
FOR MORE imSTALLATIONS
i"PLINI '+url.),. ly7a111 I,-:,- PrIll-ill- 11 It" D"niin will,V
V,
10" Inline Drain
8 Heavy duty PVC body
CAST a Cast iron grate
IRON x Watertight adaptors for
rrugated PVC;
GRATE d" 6 or 8' pipe
a Adaptors to fit SDR -.35 Sewer/
PVC I A-2006 Co
BIDDY Ultra -Rib PVC; Corrugated Poly
WATER
TIGHT
ADAPTOR
Od
Od
SOR-35 SEWER
ULTRA -RIB PVC
A-2000 CORRUGATED PVC
CORRUGATED POLY
4"
ID 1 004G•
X
ID1004A
101004N
6'
ID1006G
X
10 1 006A
10 1 G06N
81
10 1 008G
ID1008U
101008A
ID1008N
'ProCuCt Code 101004G 10" Inline Drain wiln 4' SDR -35 Sewer Adaptor
Adaptor Code SDR -35 Sewer - G I)ISTRIBUTED
Ultra -Rib PVC - U
A-2000 Corrugated PVC - A
Corrugated Poiy - N
I a
/VOTE : PROVIDE 11z" E1Y'P,41V51OAJ JOIAIT5 FOR W,4[A5 4DJ,4CEA1T
TO CURSIU& OR BUILDIA.10, U,5E VDO.T UD -3 FOR
W,40 5 ADJ,4Ctfi(JT TO CURBS,
4" TYPE A-3 I/z" EXP,4�1510,kl J011AIT
COrtICRETE 114 TOOLED 3V' O.C. &W. W17'1-1 COVC. W,41- K
CO&17")?OL JO1AJT PRE114OLDED EXP4AJ.510"
'51 O.C. FILLER
'4
wl,qE 114E,51-1
(6 �,6 10//0) N/2/100 // /� /. /. ; . , . // , 1)
SiU80R,4DE
OR PEP
U#_1DER0RAf1AJ`
DiET41L
CONCRETE SIDEWALK DETAIL
NO SCALE
This portion to be deleted when
sidewalk is adjacent to curb or
Sidewalk curb and gutter with no buffer strip.
Crushing Strength LBS/FT
W+2'
W.T. 4" I.D. W.T. 6" I.D.
W.T. B" I.D.
W
1000
8" I.D.
Slope 1/4"A'—
Roadway
Porous Concrete Wall
1000
Concrete
1100
1300
1500
1500
Slope 1/2"Y S lope 1/i". 1
+
DI
1500
Corrugated Steel
No.8 or No.57 Aggregate7lt l -P,
0.52
-WHERE FIRE LANES ARE LESS THAN 50 FEET IN LENGTH A SINGLE SIGN
UNDERDRAIN OUTLET
I IF (Desirable)
4",6" or 8" pipe 12"2"
0.48
8
MARKER DETAIL
Filter cloth drainage fabric
0.60
Asphalt Fiber
1200
D)
4"x8"fl/32" Mir" Steel
1700
Smooth Wall PVC
or Min. .080 inch Aluminum or steel rivets or
153
153
Aluminum Plate.
bolts compatible with post
1
-Smooth Wall PE
AASHTO M-252
V-0" material.
Sidewalk underdroin is to be used when the sidewalk longitudinal
,
U - Type Rolled. Rail' Steel
RED LETTERS ON WHITE BACKGROUND WITH A 3/8 INCH RED BORDER
gradient is 3i or more and when the unclerlyin�, soil has 4%
or more the No.200 sieve and has a of 13 or less.
AROUND THE ENTIRE OUTER EDGE OF THE SIGN,
Post at 1.33 lbs/ft"or
FETTERING SIZE SHALL BE:
i_
passing
0
Z
aluminum alloy 6063-T6
31-01,
TOWING ENFORCED - 1 INCH
Sidewalk underdroins should be tied into the storm sewer system
ARROW - 1 INCH
9 781-bs/Ft
SIGN SHALL BE OF METAL CONSTRUCTION AND A MIN. SIZE OF 12 X 18 INCHES
-at points about a city block apart. Underdrain runs must not
Ytellow Curblinc
NIA
exceed 1,000 feet in length without discharging the storm
NO PARKING FIRE LANE
Steel posts cnd,plates to be pointed or galvanized in
drain system or into on open drain. The lengthrun may be
�nio
accordance with the spec. ff pointed, the final coot
increased up to an additional 1,000 feet if r pipe is
8 . ,
.te
Min. 12 in height
b,
shall 13 aluminum point or No. 11 white point.
used in the downstream 1,000 feet section of the run.
Market to be placed at outflet end of oil underdroin
All pipe to be 6" unless otherwise noted on plans.
instolUions barring loccitions.where underdroin is
tied into other drainage structures or as directed by
Engineer.
LONGITUDINAL PERFORATED PIPE
NONI-PERFORATED
OUTLET PIPE
Type of Pipe
Crushing Strength LBS/FT
1. CURB AND PAVEMENT MARKINGS
W.T. 4" I.D. W.T. 6" I.D.
W.T. B" I.D.
ifi
Vitred Clay
1000
8" I.D.
1000
1000
Porous Concrete Wall
1000
Concrete
1100
1300
Concrete
1500
1500
1500
1500
Corrugated Steel
OFFICIAL.
0.52
-WHERE FIRE LANES ARE LESS THAN 50 FEET IN LENGTH A SINGLE SIGN
0.64
Corrugated Aluminum
0.48
8
0.48
C)
0.60
Asphalt Fiber
1200
D)
1400
1700
Smooth Wall PVC
1.103
153
153
—
.205
-Corrugated P.
1
-Smooth Wall PE
AASHTO M-252
Type of Pipe
Vitrified Clay
Crushing Strength gth BS/LF
1. CURB AND PAVEMENT MARKINGS
A)
�.T. 4" I.D.
-60
W.T.
6" I.D. �.T.
8" I.D.
�0
1000
UJtry
1000
1000
Concrete
15004
ALL PAINTS USED SHALL BE YELLOW HIGHWAY TRAFFIC GRADE.
1500
A)
1500
Cqrruq!ated Steel
AND AT 75 FEET INTERVALS THROUGHOUT OR AS DESIGNATED BY THE FIRE
0.52
OFFICIAL.
0.64
-WHERE FIRE LANES ARE LESS THAN 50 FEET IN LENGTH A SINGLE SIGN
Corrugated Aluminum
POSITIONED IN THE CENTER IS PERMISSIBLE WITH ARROWS POINTING IN BOTH
0.48
8
DIRECTIONS.
C)
SIGNS SHALL BE MOUNTED ON A POST AND MUST NOT EXCEED A SETBACK OF
Ashalt Fiber
1200
D)
1400
1700
Smooth Wall PVC
.103
153
:3. SIGN
LETTERING AND CONSTRUCTION
-Smooth Wall PE
AASHTO M-252
_.2�05
AASHTO M-252
,
AASHTO M-252
HTO M-252 AASHTO M-252__ AASHTO M-252 Wall Thickness (min)) -inches.
Wall Thickness (min) -inches.
Coiled tubing allowed in 4" diameter only.
SPEC11FICAITION
REFERENCE
232 STANDARD SIDEWALK UNDERDRAIN
501
701 VIRGINIA DEPARTMENT OF TRANSPORTATION
L
a
7" 6N_Zq 45044L.77�C CONCRETE4-11 �,Iq q6GRE&4TE 57-01LIE
ASPHALT FOOT PATH DETAIL
PATH 1111
NO SCALE
IX
Lettering
Min. 12" in height
3/81, BORDER
NO PAaKING
FIRE LANE
[811
TOTING ENFORCED
a
7
0
(_J
FIRE LANE
1. CURB AND PAVEMENT MARKINGS
A)
THE ENTIRE CURB LINE SHALL BE PAINTED WITH YELLOW PAINT.
B)
ADDITIONAL STRIPING MAY BE REQUIRED BY THE FIRE OFFICIAL.
C)
THE FOLLOWING LETTERING SHALL BE MARKED ON THE PAVEMENT NEXT TO
UJtry
THE CURBING: NO PARKING FIRE LANE. THIS LETTERING SHALL BE
Z
YELLOW AND A MINIMUM OF 12 INCHES IN HEIGHT,
D)
ALL PAINTS USED SHALL BE YELLOW HIGHWAY TRAFFIC GRADE.
2. APPROVED SIGNS
A)
A SIGN SHALL BE POSITIONED AT THE BEGINNING AND END OF THE FIRE LAND
,e
AND AT 75 FEET INTERVALS THROUGHOUT OR AS DESIGNATED BY THE FIRE
1-d
OFFICIAL.
B)
-WHERE FIRE LANES ARE LESS THAN 50 FEET IN LENGTH A SINGLE SIGN
_�n
POSITIONED IN THE CENTER IS PERMISSIBLE WITH ARROWS POINTING IN BOTH
LIJ
DIRECTIONS.
C)
SIGNS SHALL BE MOUNTED ON A POST AND MUST NOT EXCEED A SETBACK OF
6 FEET FROM THE CURB LINE. L
D)
THE SIGN SHALL BE POSITIONED WHERE CLEARLY VISIBLE TO TRAFFIC. SIGNS
SHALL NOT BE OBSTRUCTED FROM VIEW BY BUSHES, SHRUBS, ETC.
E)
THE SIGN SHALL BE A MINIMUM OF 7 FEET FROM THE GROUND TO THE
BOTTOM OF THE SIGN, UNLESS OTHERWISE DIRECTED BY THE FIRE OFFICIAL.
:3. SIGN
LETTERING AND CONSTRUCTION
A)
LETTERING ON SIGN: NO PARKING FIRE LANE OR NO PARKING FIRE
LANE TOWING ENFORCED. ARROWS INDICATING THE AREA DESIGNATED
Q
(fj
MAY BE REQUIRED.
RED LETTERS ON WHITE BACKGROUND WITH A 3/8 INCH RED BORDER
_J
AROUND THE ENTIRE OUTER EDGE OF THE SIGN,
C)
FETTERING SIZE SHALL BE:
No PARKING - 2 INCHES
0
Z
FIRE LANE - 2 INCHES
LIJ
TOWING ENFORCED - 1 INCH
ARROW - 1 INCH
D)
SIGN SHALL BE OF METAL CONSTRUCTION AND A MIN. SIZE OF 12 X 18 INCHES
UNLESS OTHERWISE APPROVED BY THE FIRE OFFICIAL.
Ytellow Curblinc
NIA
NO PARKING FIRE LANE
Lettering
Min. 12 in height
Yelflow Curbline
%A
IX
Lettering
Min. 12" in height
3/81, BORDER
NO PAaKING
FIRE LANE
[811
TOTING ENFORCED
a
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Z
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Ch.
LC
IX
Lettering
Min. 12" in height
3/81, BORDER
NO PAaKING
FIRE LANE
[811
TOTING ENFORCED
a
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REVISIONS
MAY 21 1997
{CO, ENG. COMMENTS)
DATE
APHIL 25, 1997
SCALE
CONTOUR INTERVAL
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SHEET
7 18
L
FILE NUMBER
7339-
I