African American Heritage Trail, Lafayette Street to Scotland Street

NACIREMA
NACIRFA
LIART
EGATIREH
(C)
ROF
DERAPERP
GRUBSMAILLIW
FO
YTIC
CHRISTOPHER M.
BASIC
Lic.N o. 001103
TEEHS
REVOC
AFRICAN AMERICAN
HERITAGE TRAIL
LAFAYETTE ST. TO SCOTLAND ST.
WILLIAMSBURG, VA
JULY 14, 2026
LANDSCAPE ARCHITECT
ENGINEER:
SURVEYOR:
SITE
SITE DATA:
VICINITY MAP
SCALE: 1"=1000' NORTH
R
below.
Know what's
Call
before you dig.
CA-100

NACIREMA
NACIRFA
LIART
EGATIREH
(C)
ROF
DERAPERP
GRUBSMAILLIW
FO
YTIC
CHRISTOPHER M.
BASIC
Lic.N o. 001103
SETON
LARENEG
GENERAL NOTES
1. THE EXISTING UTILITIES, AS SHOWN HEREON, ARE APPROXIMATE ONLY. NO GUARANTEE IS
HEREIN MADE OR IMPLIED THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN. IT SHALL
BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES AND TO VERIFY
THE TYPE, SIZE, AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO STARTING THE WORK.
ANY DISCREPANCIES IN OR FROM THE INFORMATION SHOWN HEREON SHALL BE REPORTED TO
KIMLEY-HORN AND ASSOCIATES.
2. CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN
THE AREA OF PROPOSED EXCAVATION AND/OR BLASTING AT LEAST TWO WORKING DAYS, BUT
NOT MORE THAN 10 WORKING DAYS PRIOR TO COMMENCEMENT OF EXCAVATION OR
DEMOLITION.
3. APPROVAL OF THESE PLANS IN NO WAY RELIEVES THE CONTRACTOR OF ALL APPLICABLE
FEDERAL, STATE, AND LOCAL ORDINANCES.
4. TO THE BEST KNOWLEDGE OF THE ENGINEER, THERE ARE NO EXISTING GRAVES OR BURIAL
SITES LOCATED ON THE PROPERTY. THE SUBJECT PROPERTY IS NOT LISTED UNDER THE
NATIONAL REGISTER OF HISTORICAL PLACES.
5. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS, UTILITIES, AND
ANY OTHER INSTALLATIONS ALREADY IN PLACE WHICH OCCUR AS A RESULT OF PROJECT
CONSTRUCTION. DAMAGES WHICH EXIST PRIOR TO STARTING CONSTRUCTION MUST BE
PHOTO DOCUMENTED.
6. PROPOSED CONTOURS HEREIN REPRESENT FINAL GRADES. ELEVATION TOLERANCE OF +/- 0.1
FOOT IS ACCEPTABLE.
7. CONTACT MISS UTILITIES PRIOR TO CONSTRUCTION
1. IT IS RECOMMENDED THE CONTRACTOR HOLD A PRE-CONSTRUCTION MEETING WITH THE OWNER,
COUNTY STAFF, THE ENGINEER, AND THE E&S INSPECTOR. A MINIMUM OF ONE (1) WEEKS NOTICE IS
RECOMMENDED TO ENSURE ALL PARTIES CAN ATTEND BUT A GREATER LEAD UP TIME IS PREFERRED. IT
IS THE CONTRACTORS RESPONSIBILITY TO CONTACT ALL ASSOCIATED PARTIES.
2. CONTRACTOR TO OBTAIN ALL APPLICABLE PERMITS PRIOR TO COMMENCEMENT OF ANY LAND
DISTURBANCE ACTIVITIES.
3. CONTRACTOR IS RESPONSIBLE FOR COORDINATION AND OBTAINING WRITTEN APPROVAL FOR
CONSTRUCTION PARKING, STAGING AREAS, CONSTRUCTION FACILITY LOCATIONS, AND VEHICLE
INGRESS/EGRESS WITH PROPERTY OWNER AND COUNTY STAFF PRIOR TO THE START OF
CONSTRUCTION.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR SWEEPING AND REMOVAL OF ANY DEBRIS/MUD AT THE
CONCLUSION OF EACH DAY. COUNTY STAFF AND THE E&S INSPECTOR RESERVE THE RIGHT TO REQUIRE
ADDITIONAL SWEEPING AS THEY SEE FIT.
5. CONTRACTOR TO STAKE OUT LIMITS OF DISTURBANCE.
6. CONTRACTOR TO MONITOR WEATHER FORECASTS AND PREPARE SITE CONDITIONS, INCLUDING EROSION
CONTROL MEASURES, FOR PENDING STORMS CAPABLE OF PRODUCING SIGNIFICANT RAINFALL.
7. INSTALL CONSTRUCTION ENTRANCE
8. INSTALL PERIMETER EROSION & SEDIMENT CONTROLS (SAFETY FENCE, SILT FENCE, INLET PROTECTION,
TREE PROTECTION). CLEARING AND GRADING SHALL BE LIMITED AND ONLY BE ACCEPTABLE IN AREAS
WHERE IT IS DEEMED NECESSARY FOR THE INSTALLATION OF THE PERIMETER CONTROLS.
9. CONTRACTOR TO OBTAIN WRITTEN APPROVAL FROM THE E&S INSPECTOR OF PERIMETER CONTROL
INSTALLATION BEFORE ANY LARGE SCALE CLEARING AND GRADING OPERATION MAY BEGIN.
10. ANY DISTURBED AREAS THAT WILL REMAIN DORMANT FOR 7 DAYS OR LONGER SHALL BE TEMPORARY
SEEDED.
11. THE E&S INSPECTOR HAS THE AUTHORITY TO ADD OR REMOVE ANY EROSION & SEDIMENT CONTROL AS
SITE CONDITIONS WARRANT IT.
12. MAINTAIN TEMPORARY SEDIMENT BASIN OUTLET, BUT DEWATER SEDIMENT BASIN (AS NEEDED) USING A
DEWATERING BAG.
13. STABILIZE CUT SLOPES WITH PERMANENT SEEDING AND EC-2 MATTING.
14. PLANT INSTALLATION TO BE COORDINATED WITH DESIGNER TO VERIFY ANY SEASONAL CONSTRAINTS ON
INSTALLATION THAT COULD WARRANT COMPLETION AFTER REST OF PROJECT COMPLETION.
15. PERFORM FINAL AS-BUILT SURVEY AND FINAL CLOSEOUT CERTIFICATIONS.
16. FOLLOWING ACCEPTANCE OF EROSION AND SEDIMENT CONTROL IMSPECTOR, REMOVE ANY REMAINING
TEMPORARY EROSION AND SEDIMENT CONTROLS AND SEED/STABILIZE. ALL TEMPORARY ESC MEASURES
MUST BE REMOVED WITHIN 30 DAYS.
THE SEQUENCE OF CONSTRUCTION SHOWN IS A GENERAL OVERVIEW AND IS INTENDED TO CONVEY THE
GENERAL CONCEPTS OF THE EROSION CONTROL DESIGN AND SHOULD NOT BE RELIED UPON FOR
CONSTRUCTION PURPOSES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETAILED PHASING AND
CONSTRUCTION SEQUENCING NECESSARY TO CONSTRUCT THE PROPOSED IMPROVEMENTS INCLUDED IN
THESE PLANS. THE CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING IMMEDIATELY, PRIOR TO AND/OR
DURING CONSTRUCTION IF ANY ADDITIONAL INFORMATION ON THE CONSTRUCTION SEQUENCE IS NECESSARY.
CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS OF THE AUTHORITY
HAVING JURISDICTION AND ALL OTHER APPLICABLE LAWS.
CA-101

A
R
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I
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(50'
R/W
E
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) D
A
LAFAYETTE STREET V
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N
(55' R/W)
U
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4
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(50' R/W)
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LANDTECH
RESOURCES, INC.
ENGINEERINSGU &RV EYING
CONSULTANTS
NACIREMA
NACIRFA
GNITSIXE
LIART
EGATIREH
SNOITIDNOC
ROF
DERAPERP
GRUBSMAILLIW
FO
YTIC
H
T
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CV-101

HARRIET TUBMAN DRIVE
(50' R/W)
EUNEVA
AINIGRIV
LAFAYETTE STREET
(55' R/W)
)
W
/R
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5
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NACIREMA
NACIRFA
LIART
EGATIREH
(C)
ROF
DERAPERP
GRUBSMAILLIW
FO
YTIC
CHRISTOPHER M.
BASIC
Lic.N o. 001103
H
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R
O
N
&
NOITILOMED
TNEMIDES
&
NOISORE
NALP
LORTNOC
EROSION AND SEDIMENT
CONTROL LEGEND
CD-101

LAFAYETTE STREET
(55' R/W)
HARRIET TUBMAN DRIVE
(50' R/W)
E
U
N
E
V
A
A
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N /R
I '0
5
G (
R SHEET CS-101
I
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E
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D
N
A
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O R/
C (50'
S
SHEET CS-102
SHEET CS-103
SHEET CS-104
B
R
A
X
(3
0 T
' R O
/W
) N
C
O
U
R
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NACIREMA
NACIRFA
LIART
EGATIREH
(C)
ROF
DERAPERP
GRUBSMAILLIW
FO
YTIC
CHRISTOPHER M.
BASIC
Lic.N o. 001103
H
T
R
O
N
NALP
ETIS
LLAREVO
PEDESTRIAN ART PLAZA
SEE SHEET CS-502
SITE LEGEND
CS-100

KEY MAP
LAFAYETTE STREET
SCALE: 1"=100'
(55' R/W)
2 CONCRETE JOINT AT
CS-501 EXISTING PAVING
HERRINGBONE 4 1 CONCRETE STEPS
PATTERN CS-501 CS-502 WITH HANDRAIL
7'-6"
BRICK PAVERS ON 3 14'-7"
1-2 CONCRETE PAVING
AGGREGATE CS-501
CS-501
"
9
-
STEP WITH 9 3' 1 '3 5 ASPHALT PAVING AT
1
NO RAIL CS-501
'-9
"
5 CS-501 CONCRETE EDGE
CS-501
2 VICTOR STANLEY
2'
1 CS-503 LITTER RECEPTACLE
GUARD RAIL 2 2 GUARD RAIL
CS-502
CS-502
ASPHALT PAVING 5
6'-10"
5'-7"
CS-501
5 4 5 ASPHALT PAVING
'-9
CS-501 6' " CS-501
1-2 CONCRETE PAVING
CS-501
BRICK PAVERS ON 3
AGGREGATE CS-501
7 GARDEN WALL
C
S 3 CS-501 WITH RAILING
-5
0
2
1 CONCRETE STEPS
EXISTING TRANSFORMERS
CS-502 WITH HANDRAIL
TO REMAIN (TYP.)
FOOTING FOR ART CENTERPIECE
(BY OTHERS) TO BE COORDINATED 1-2 CONCRETE PAVING
PRIOR TO HARDSCAPE INSTALLATION
CS-501
5 ASPHALT PAVING AT
CS-501 CONCRETE EDGE
5 ASPHALT PAVING AT
CS-501 CONCRETE EDGE
5'-5" 2 GUARD RAIL
CS-502
C 3
S '
ART PLAZA 3 -5
0
DESIGN INTENT ONLY CS-502 2 1-2 CONCRETE PAVING
'8
CS-501
E
PROPOSED RESTROOM BUILDING
(REFER TO ARCHITECTURE PLANS)
U
TRAIL CENTERLINE (TYP.)
ART PLAZA 8
N SEAT WALL CS-501
E PROPERTY LINE (TYP.) 1
0'
V
A
EXISTING BUILDING (TYP.)
A
)
I W
N
/
R
'
0
I
5
G
(
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V
NACIREMA
NACIRFA
LIART
EGATIREH
(C)
ROF
DERAPERP
GRUBSMAILLIW
FO
YTIC
CHRISTOPHER M.
BASIC
Lic.N o. 001103
NALP
ETIS
H
T
R
O N
SHEET CS-101
SHEET CS-102
SHEET CS-103
SHEET CS-104
SITE LEGEND
H
T
R
O
N
CS-101

EXISTING TRANSFORMER
EXISTING BUILDINGS (TYP.)
TO REMAIN (TYP.)
EXISTING TELEPHONE EXISTING UTILITY
PEDESTAL AND COM BOX EASEMENT (TYP.)
EXISTING TREES
TO REMAIN (TYP.)
TRAIL CENTERLINE (TYP.)
1 VICTOR STANLEY BENCH
5 CS-503
CS-501
PROPERTY LINE (TYP.)
ASPHALT PAVING 5
CS-501
5
CS-501
TRAIL GARDEN 6
WALL CS-501
0'
1
NALP
ETIS
KEY MAP
H
T
R
SCALE: 1"=100' N O
H
T
R
O
N
CS-102
NACIREMA
NACIRFA
LIART
EGATIREH
(C)
ROF
DERAPERP
GRUBSMAILLIW
FO
YTIC
SITE LEGEND
SHEET CS-101
SHEET CS-102
SHEET CS-103
SHEET CS-104
CHRISTOPHER M.
BASIC
Lic.N o. 001103

EXISTING TRANSFORMER (TYP.)
EXISTING 16' UTILITY
EASEMENT (TYP.)
EXISTING 16' UTILITY
EASEMENT (TYP.)
TRAIL CENTERLINE (TYP.)
5
CS-501
'0
1
5 ASPHALT PAVING
CS-501
5
"2
-'4 CS-501
1
0' 2 LITTER RECEPTACLE
2
CS-503
PROPERTY LINE (TYP.)
5'
PROPOSED TRAIL CONNECTION
TO FIRST BAPTIST CHURCH
EXISTING LIGHT POLE (TYP.).
'0
1
1-2 CONCRETE PAVING
CS-501
EXISTING TREE
TO REMAIN (TYP.)
NACIREMA
NACIRFA
LIART
EGATIREH
(C)
ROF
DERAPERP
GRUBSMAILLIW
FO
YTIC
CHRISTOPHER M.
BASIC
Lic.N o. 001103
NALP
ETIS
SITE LEGEND
KEY MAP
H
T
R
SCALE: 1"=100' N O
SHEET CS-101
SHEET CS-102
SHEET CS-103
SHEET CS-104
H
T
R
O
N
CS-103

EXISTING 16' UTILITY
EASEMENT (TYP.)
T
E
EXISTING LIGHT POLE (TYP.)
E
R
T
S
5 5 ASPHALT PAVING
CS-501 CS-501
D
N
TRAIL CENTERLINE (TYP.) A
L
5 0'
1
CS-501 T
)
W
O /
R
'
0
C
5
(
S
1" 1 VICTOR STANLEY BENCH
8'-
CS-503
2 LITTER RECEPTACLE
0'
1 CS-503
EXISTING TREE TO PROPERTY LINE (TYP.)
REMAIN (TYP.)
EXISTING FIRE
HYDRANT (TYP.)
3 BRICK PAVERS ON
CS-501 AGGREGATE
4 HERRINGBONE PATTERN
CS-501
NACIREMA
NACIRFA
LIART
EGATIREH
(C)
ROF
DERAPERP
GRUBSMAILLIW
FO
YTIC
CHRISTOPHER M.
BASIC
Lic.N o. 001103
NALP
ETIS
KEY MAP SITE LEGEND
H
T
R
SCALE: 1"=100' N O
SHEET CS-101
SHEET CS-102
SHEET CS-103
SHEET CS-104
H
T
R
O
N
CS-104

LIGHT BROOM FINISH, SWEEP
PERPENDICULAR TO DIRECTION OF
TRAFFIC, 2" WIDE SMOOTH TOOLED AND
TROWELED EDGE AT ALL EDGES. REFER
TO PAVING PLAN FOR REQUIRED JOINTS
AND SPACING.
4" CONCRETE SLAB W. 6x6 - 10/10 WWM
4" COMPACTED AGGREGATE
95% COMPACTED SUBGRADE
"4
"4
SELF-LEVELING SEALANT, COLOR TO MATCH 3/8" WIDE x 1" DEEP
COLOR OF ADJACENT PAVING / BACKER ROD, TOOLED JOINT
NO BOND TO SEALANT / 1 " POLYSTYRENE
2
FOAM EXPANSION JOINT
NOTE:
1" SAND SWEPT JOINTS (ASTM C33)
8
45 degrees HERRINGBONE BRICK PATTERN
STEEL EDGING W/ STAKES SEE
DETAIL 5/CS-502 THIS SHEET 4" X 8" X 2-1/4" CLAY PAVERS WITH SAND SWEPT JOINTS
1" SAND SETTING BED
6" 21-A STONE BASE
MORTAR SET
GEOTEXTILE FABRIC SINGLE ROW SOLDIER COURSE ACCENT
COMPACTED SUBGRADE BRICK BORDER ON ALL SIDES.
NOTES:
1. CONTROL JOINTS SHALL BE PROVIDED APPROX. 6'-0" O.C.
2. EXPANSION JOINTS SHALL BE PROVIDED @ 20' INTERVALS MAX. AND AT MEETING OF ALL
PAVEMENTS, WALLS, STEPS, VERTICAL SURFACES, ETC... SECTION
3. 1/4" RADIUS ON ALL TOOLED EDGES.
NOTE: PINE HALL "PATHWAY" CLAY PAVERS
4. EXPANSION JOINTS RECESSED 1/4" BELOW FINISH GRADE OF WALK.
COLOR: FULL RANGE
HERRINGBONE PATTERN
CONCRETE PAVEMENT CONCRETE PAVING JOINTS BRICK PAVERS ON AGGREGATE HERRINGBONE PATTERN
1 2 3 4
1 1/2"=1'-0" 1 1/2"=1'-0" 3/4"=1'-0" 1/2"=1'-0"
ASPHALT PATH NOTES:
1. TRAIL EDGES SHALL BE "DRESSED OUT" TO AN EVEN LEVEL GRADE. BACKFILLED EDGES
SHALL BE FREE OF ANY CONSTRUCTION DEBRIS.
2. TRAIL DRESS OUT SHALL BE CONDUCTED IN A MANNER THAT CAUSES NO DAMAGE TO LIMITS OF DISTURBANCE (TYP.).
THE TRAIL SURFACE OR EDGES. ANY DAMAGED AREAS SHALL BE IMMEDIATELY REPAIRED
AND REPORTED TO THE PROJECT LANDSCAPE ARCHITECT.
3. SEEDING OPERATIONS SHALL COVER ALL DISTURBED AREAS. INSTALL VDOT APPROVED EROSION CONTROL
4. TRAIL SURFACE SHALL BE SLOPED 2% MATTING ON ALL SLOPES GREATER THAN OR
DOWNHILL UNLESS OTHERWISE INDICATED TO PROVIDE FOR ADEQUATE DRAINAGE. EQUAL TO 3:1 (TYP. BOTH SIDES)
5. SIDE SLOPES SHALL NOT EXCEED 2.5:1 CUT AND FILL SLOPES SHALL TIE INTO EXISTING
SLOPES TO CREATE AN EVEN TRANSITION. 2" DEPTH SM-12.5A SURFACE ASPHALT WITH
IINSTALL DIVERSION SWALES TO DIRECT DRAINAGE
BROWN GRAVEL COARSE AGGREGATE
AWAY FROM PATH (AS NEEDED). CONFIRM WITH
TO MATCH CITY STANDARDS
LANDSCAPE ARCHITECT BEFORE STARTING.
#21B CRUSHED STONE AGGREGATE BASE
1'-0" ( TYP.)
10' WIDE MAX BEFORE EDGE
EXPANSION JOINT FINISHED GRADE OF SLOPE EXISTING GRADE
(BACKFILL SIDE SLOPES)
4" CONCRETE SLAB W 6X6 ASPHALT PATH
-10/10 WVM
2% CROSS LOD
4" COMPACTED SLOPE MAX. 2" PROPOSED
AGGREGRATE 4" GRADE (TYP.) 2% CROSS
SLOPE MAX.
95% COMPACTED
SUBGRADE
BACKFILL SIDES OF TRAIL AND
WOVEN GEOTEXTILE FILTER FABRIC (AASHTO
RESEED TO SPECIFICATIONS
M288, CLASS 2), OR APPROVED EQUAL
(BOTH SIDES)
GRADING SECTION
ASPHALT TRAIL
5
1/2"=1'-0"
"0-'1
3'-3"
HTPED
LANIF
DENIMRETED HCETOEG
YB
TROPER
NOTE:
CONTROL JOINTS SPACED AT 20'-0" 3" MORTAR SETTING BED
8
ON CENTER
14" TECHO-BLOC YORK WALL CAP
IVORY COLOR
1'-2"
CENTER CAP WITH 1" HANG
3" MORTAR JOINT, TYP.
8
ELDORADO STONE TUNDRABRICK
ADAJCENT GREENSPACE 'HARTFORD' SERIES BRICK
FINISH GRADE,SEE PLANS.
8" X 16" CMU, GROUTED #57 STONE
SOLID
4" DIAMETER PERFORATED HDPE,
TRAIL FINISH GRADE,
SLOPE TO DRAIN
SEE PLANS.
NOTE: DO NOT SET BOTTOM OF
DRAIN PIPE BELOW FG OF
ADJACENT TRAIL
#4 VERTICAL REBAR @ 16" O.C.
CENTER OIN CELLS,
GROUT CELLS SOLID
3,000 PSI SQUARE CIP
CONCRETE FOOTER WITH
FOUR BOTTOM BARS EACH
WAY O.C., PROVIDE 3" MINIMUM
COVER
1'-6"
TRAIL GARDEN WALL
6
3/4"=1'-0"
"0-'1
3'-3"
HTPED
LANIF
DENIMRETED HCETOEG
YB
TROPER
RAILING EMBEDDED INTO SEAT WALL
NOTE: TOP OF RAIL: 34" MAX TOTAL FROM FINISH GRADE
CONTROL JOINTS SPACED AT 20'-0"
ON CENTER 8 3" MORTAR SETTING BED
14" TECHO-BLOC YORK WALL CAP
4" IVORY COLOR
CENTER CAP WITH 1" HANG
3" MORTAR JOINT, TYP.
8
2" TECHO- BLOCK YORK WALL CAP, "IVORY" COLOR. 2" MANUFACTURED STONE CAP
ELDORADO STONE TUNDRABRICK
CENTER CAP W/ 1" OVERHANG
ADAJCENT GREENSPACE
'HARTFORD' SERIES BRICK
FINISH GRADE,SEE PLANS.
BRICK VENEER.
8" X 16" CMU, GROUTED
#57 STONE
SOLID
4" DIAMETER PERFORATED HDPE, 3/8" THICK MORTAR
TRAIL FINISH GRADE,
SLOPE TO DRAIN
SEE PLANS.
POURED IN PLACE
FINISH GRADE
NOTE: DO NOT SET BOTTOM OF
CONCRETE CORE.
DRAIN PIPE BELOW FG OF
ADJACENT TRAIL
ELDORADO STONE TUNDRABRICK
3000 PSI CONCRETE
"HARTFORD" SERIES BRICK GRADE BEAM #4 VERTICAL REBAR @ 16" O.C.
CENTER OIN CELLS,
GROUT CELLS SOLID
3,000 PSI SQUARE CIP FINISH GRADE
CONCRETE FOOTER WITH
FOUR BOTTOM BARS EACH
WAY O.C., PROVIDE 3" MINIMUM
COVER 3000 PSI CONCRETE GRADE BEAM
6" COMPACTED
#21-A AGGREGATE
1'-6"
COMPACTED SUBGRADE
OR UNDISTRUBED SOIL
GARDEN WALL WITH RAILING
7
3/4"=1'-0"
"4
"6-'1
.NIM
NOTE:
CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR WALL AND
PHYSICAL SAMPLES FOR WALL MATERIALS PRIOR TO
INSTALLATION. ALL MATERIALS AND COLOR SELECTION SUBJECT
TO APPROVAL BY OWNER AND LANDSCAPE ARCHITECT.
1'-2"
EPOXY EXPANSION JOINT
ADJACENT PAVER
WALKWAY
#5 REBAR,12" O.C. EACH WAY
)PYT(
"6-'1
6" 1'-2"
NOTE:
ELDORADO STONE TUNDRABRICK CONTROL JOINTS SPACED AT 20'-0"
'HARTFORD' SERIES BRICK ON CENTER
3" MIN. CLEAR, TYP.
6" MIN. #57 STONE 3 8 " MORTAR SETTING BED
DRAINAGE LAYER
14" TECHO-BLOC YORK WALL CAP
1'-2" IVORY COLOR
CENTER CAP WITH 1" HANG
EXISTING SIDEWALK TO REMAIN
4" DIAMETER PERFORATED HDPE,
SLOPE TO DRAIN
ART PLAZA SEAT WALL STEP WITH NO HAND RAIL
8 9
3/4"=1'-0" 1 1/2"=1'-0"
"6
1'-0"
CONCRETE STAIRS, SLOPE 1/8"
PER 1' NO. 4 REBAR IN NOSING,
6"X6" 10 WWM TYP. 10
EXPANSION JOINT
4"X8"X2-1/4" CLAY PAVERS
1" SAND SETTING BED
6" 21-A STONE BASE
GEOTEXTILE FABRIC
COMPACTED SUBGRADE
NACIREMA
NACIRFA
LIART
EGATIREH
(C)
ROF
DERAPERP
GRUBSMAILLIW
FO
YTIC
CHRISTOPHER M.
BASIC
Lic.N o. 001103
SLIATED
ETIS
CS-501