Croton Riverside Wall Drawings Rev2
site plan
10 pages
From the meeting:
Planning Board — 2025-10-07
· our coverage →
Agenda item: Public Hearing — Croton Riverside, LLC - 25 South Riverside Ave. (78.8-5-43) - Amended Site Plan for Three-Story Multi-Family Building
Site plan, 10 pages. Attached to agenda item: “Public Hearing — Croton Riverside, LLC - 25 South Riverside Ave. (78.8-5-43) - Amended Site Plan for Three-Story Multi-Family Building”
Retrieved 2026-04-15 from the village's meeting portal.
View the original PDF ↗
Also attached to this agenda item:
25 South Riverside Ave. 2025
A-200
AS-101
Cover Leter 9.9.25 1
Croton Riverside Wall Calculations Rev2
Landscape COLOR REVISED 9252025
Neighbor Letter
Plant Photos
Redacted Application 25 SRA
Extracted text
Drawings prepared under the direct supervision of:
PROPOSED RIVERSIDE APARTMENTS
CROTON ON HUDSON NE: YOR.
MSE :ALL SYSTEM:
TENSAR MESA RETAININ* :ALL SYSTEM
SOIL REINFORCEMENT TYPE:
TENSAR UNIA;IAL STRUCTURAL *EO*RID
FACIN* TYPE:
MESA SE*MENTAL BLOC.
SUBMATRI; LLC
PERIMETER CENTER N SUITE
ATLANTA *A
ROBERT C. JOHNSON JR. P.E. NO.
MSE STRUCTURE SHOP DRA:IN*S PREPARED FOR
Submatrix LLC
PeriPeter Center N Suite
AtOanta *A _
NO.
DATE
BY
REVISION
CUSTOMER:
PROJECT & SHEET TITLE:
SHEET
OF
PROJECT NO.:
THIS DRA:IN* IS BEIN* FURNISHED FOR USE ON THIS
SPECIFIC PROJECT ONLY. ANY PARTY ACCEPTIN* THIS
DOCUMENT DOES SO IN CONFIDENCE AND A*REES THAT IT
SHALL NOT BE DUPLICATED MODIFIED OR DISCLOSED TO
OTHERS :ITHOUT :RITTEN CONSENT OF SUBMATRI; LLC.
POot Date: ApriO B\: ROBERT JOHNSON
FiOe NaPe: BCOVER PA*E.D:*
MANUFACTURER:
PALUMBO BLOC. CO INC.
:ALL *EOMETRIES REVISED PER COMMENTS RECEIVED
ON .
RJ
:ALLS & : ALI*NMENT AND DESI*N CHAN*ES
:ALLS & : ADDED PER SITE CHAN*ES
RJ
CROTON RIVERSIDE LLC
PROPOSED RIVERSIDE APARTMENTS
COVER PA*E
SHEET INDE;
NO.
SHEET TITLE
Cover Page
Design and Construction ReTuirePents
*eneraO POan View
:aOO POan View
:aOO EOevation View
:aOO POan & EOevation View
:aOO POan View
of
:aOO EOevation View
of
:aOO POan View
of
:aOO EOevation View
of
SHEET INDE;
NO.
SHEET TITLE
:aOO POan View
of
:aOO EOevation View
of
:aOO POan View
of
:aOO EOevation View
of
A
:aOO POan & EOevation View
B
:aOO POan & EOevation View
T\picaO Sections
T\picaO DetaiOs
of
T\picaO DetaiOs
of
T\picaO DetaiOs
of
T\picaO DetaiOs
of
SEAL APPLIES TO ALL
SHEETS WITHIN INDEX
4/15/2025
Submatrix LLC
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Atlanta, GA 30346 | 770-557-5015
NO.
DATE
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CUSTOMER:
PROJECT SHEET TITLE:
SHEET
OF
PROJECT NO.:
THIS DRAWING IS BEING FURNISHED FOR USE ON THIS
SPECIFIC PROJECT ONLY. ANY PARTY ACCEPTING THIS
DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT
SHALL NOT BE DUPLICATED, MODIFIED, OR DISCLOSED TO
OTHERS WITHOUT WRITTEN CONSENT OF SUBMATRIX LLC.
Plot Date: April 15, 2025 By: ROBERT JOHNSON
File Name: 141140001_DESIGN AND CONSTRUCTION REQUIREMENTS.DWG
MANUFACTURER:
PALUMBO BLOCK CO, INC.
4/15/25 WALLS ADDED,
DESIGN CALCULATIONS UPDATED
RJ
CROTON RIVERSIDE LLC
PROPOSED RIVERSIDE APARTMENTS
DESIGN AND CONSTRUCTION
REQUIREMENTS
FRONT FACE WALL 2
FRONT FACE WALL 1
FRONT FACE WALL 3
FRONT FACE WALL 4
FRONT FACE WALL 5
FRONT FACE WALL 6
Submatrix LLC
303 Perimeter Center N, Suite 300
Atlanta, GA 30346 | 770-557-5015
NO.
DATE
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CUSTOMER:
PROJECT & SHEET TITLE:
SHEET
OF
PROJECT NO.:
THIS DRAWING IS BEING FURNISHED FOR USE ON THIS
SPECIFIC PROJECT ONLY. ANY PARTY ACCEPTING THIS
DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT
SHALL NOT BE DUPLICATED, MODIFIED, OR DISCLOSED TO
OTHERS WITHOUT WRITTEN CONSENT OF SUBMATRIX LLC.
Plot Date: April 15, 2025 By: ROBERT JOHNSON
File Name: 141140001_GENERAL PLAN VIEW.DWG
MANUFACTURER:
PALUMBO BLOCK CO, INC.
10/14/24 WALLS 1 AND 4 ALIGNMENT MODIFIED
RJ
4/15/25 WALLS 1 & 2 ALIGNMENT MODIFIED,
WALLS 5 & 6 ADDED
RJ
CROTON RIVERSIDE LLC
PROPOSED RIVERSIDE APARTMENTS
GENERAL PLAN VIEW
NOTES:
1.
GENERAL PLAN VIEW SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. REFER TO INDIVIDUAL
WALL SHEETS FOR WALL LAYOUT PLAN VIEWS.
2.
PLAN VIEW BACKGROUND ADOPTED FROM DRAWING SOE-003.00, PREPARED BY JZN
ENGINEERING, DATED SEPTEMBER 16, 2022.
3.
ALL STATIONS AND OFFSETS ARE PROVIDED TO THE TOPMOST FACING UNIT COURSE.
SUBSEQUENT COURSE LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR USING AN
OFFSET OF 1/16" PER COURSE FOR AN OVERALL BATTER OF 0.45° FROM VERTICAL.
4.
WALL STATIONING, INCLUDING THE HORIZONTAL ALIGNMENT, HAS BEEN APPROXIMATED.
THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF THE WALL PRIOR TO
CONSTRUCTION, INCLUDING VERIFICATION OF FINISHED GRADE ELEVATIONS
0'0'
30'
60'
N
EXISTING SOLDIER PILE
AND LAGGING WALL
(BY OTHERS)
A
B
ENTIRE SHEET REVISED
ENTIRE SHEET REVISED
ANGLE POINT 1
STA 1+38.16
ANGLE POINT 2
STA 2+04.81
END WALL 1
STA 2+39.25
WALL 2 ALIGNMENT
FRONT FACE WALL 1
GEOGRID WRAP
(REFER TO DETAILS)
ANGLE POINT 3
STA 2+37.22
TPG45D GEOGRID REINFORCEMENT
INSTALL TO FACE OF SOE WALL (21' MIN.)
BEGIN WALL 1
STA 1+22.89
TPG60D GEOGRID
REINFORCEMENT
11'-0"
WALL 5 ALIGNMENT
Submatrix LLC
303 Perimeter Center N, Suite 300
Atlanta, GA 30346 | 770-557-5015
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DATE
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CUSTOMER:
PROJECT SHEET TITLE:
SHEET
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SPECIFIC PROJECT ONLY. ANY PARTY ACCEPTING THIS
DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT
SHALL NOT BE DUPLICATED, MODIFIED, OR DISCLOSED TO
OTHERS WITHOUT WRITTEN CONSENT OF SUBMATRIX LLC.
Plot Date: April 15, 2025 By: ROBERT JOHNSON
File Name: 141140001_WALL 1.DWG
MANUFACTURER:
PALUMBO BLOCK CO, INC.
10/14/24 END OF WALL 1 MODIFIED
RJ
4/15/25 REVISED WALL 1 ALIGNMENT AND DESIGN
RJ
CROTON RIVERSIDE LLC
PROPOSED RIVERSIDE APARTMENTS
WALL 1 PLAN VIEW
NOTES:
1.
WALL STATIONING AND ELEVATIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION.
2.
CONSTRUCT WALLS 1 AND 2 CONCURRENTLY AT STA 1+23.22.
3.
REFER TO TRANSITION AT STRUCTURE DETAIL AT THE END OF WALL 1.
0'0'
10'
20'
CUSTOM GEOGRID ANCHOR REQUIRED
(BY OTHERS)
EXISTING SOLDIER PILE
AND LAGGING WALL
(BY OTHERS)
STA 1+38.25
EL 38.17'
STA 1+85.50
EL 50.83'
STA 1+94.50
EL 52.17'
STA 2+03.50
EL 53.50'
STA 2+18.50
EL 54.83'
STA 2+26.00
EL 56.17'
STA 2+32.00
EL 57.50'
STA 2+39.25
EL 58.17'
STA 2+35.75
EL 58.17'
STA 1+79.50
EL 49.50'
STA 1+74.25
EL 47.50'
STA 1+69.75
EL 46.17'
STA 1+65.25
EL 44.83'
STA 1+60.75
EL 43.50'
STA 1+56.25
EL 42.17'
STA 1+51.75
EL 40.83'
STA 1+47.25
EL 39.50'
STA 1+42.75
EL 38.17'
STA 2+39.25
EL 28.17'
STA 1+98.25
EL 28.17'
STA 1+49.50
EL 28.83'
26.61'
48.75'
41.00'
TOP OF WALL / BLOCK
BOTTOM OF WALL / TOP OF LEVELING PAD
FOUNDATION WALL
(BY OTHERS)
APPROXIMATE LOCATION
OF WHALER (TYP.)
APPROXIMATE LOCATION OF
SOLDIER PILES (TYP.)
STA 2+37.22
EL 58.17'
ANGLE POINT 3
STA 2+04.81
EL 53.50'
ANGLE POINT 2
TPG45D GEOGRID REINFORCEMENT
(TYP.)
EMBEDMENT LENGTH = 21' (MIN.)
STA 1+38.16
EL 36.17'
ANGLE POINT 1
TPG60D GEOGRID REINFORCEMENT (TYP.)
EMBEDMENT LENGTH = 11' (MIN.)
STA 1+22.89
EL 33.50'
STA 1+22.89
EL 29.50'
FINISHED GRADE
MESA CAP UNIT
MESA STANDARD UNIT
TPG45D GEOGRID REINFORCEMENT
TPG60D GEOGRID WRAP (GROUP A)
TPG60D GEOGRID WRAP (GROUP B)
TPG60D GEOGRID WRAP (SINGLE)
LEGEND
GROUTED UNIT
TPG60D GEOGRID REINFORCEMENT
Submatrix LLC
303 Perimeter Center N, Suite 300
Atlanta, GA 30346 | 770-557-5015
NO.
DATE
BY
REVISION
CUSTOMER:
PROJECT SHEET TITLE:
SHEET
OF
PROJECT NO.:
THIS DRAWING IS BEING FURNISHED FOR USE ON THIS
SPECIFIC PROJECT ONLY. ANY PARTY ACCEPTING THIS
DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT
SHALL NOT BE DUPLICATED, MODIFIED, OR DISCLOSED TO
OTHERS WITHOUT WRITTEN CONSENT OF SUBMATRIX LLC.
Plot Date: April 15, 2025 By: ROBERT JOHNSON
File Name: 141140001_WALL 1.DWG
MANUFACTURER:
PALUMBO BLOCK CO, INC.
10/14/24 END OF WALL 1 MODIFIED
RJ
4/15/25 REVISED WALL 1 ALIGNMENT AND DESIGN
RJ
CROTON RIVERSIDE LLC
PROPOSED RIVERSIDE APARTMENTS
WALL 1 ELEVATION VIEW
0'0'
10'
20'
NOTES:
1.
WALL STATIONING AND ELEVATIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION.
2.
REFER TO TRANSITION AT STRUCTURE DETAIL AT THE END OF WALL 1.
3.
FOR GROUTED MESA UNITS, REFER TO DETAIL ON SHEET 17.
4.
INSTALL GEOGRID ANCHORS AT THE LOCATION RELATIVE TO THE GEOGRID WRAP
LOCATIONS AS SHOWN ON SHEET 18.
5.
EXTEND WALL TO EXISTING GRADE OR PLACE FILL TO PROTECT WALL BACKFILL.
SEE NOTE 5
CASE 2A
DESIGN HEIGHT, H = 16.67'
GEOGRID EMBEDMENT LENGTH, L = 12.0'
STA 2+12.08
EL 30.17'
STA 1+95.25
EL 14.17'
STA 1+48.75
EL 13.50'
38.75'
32.18'
16.83'
STA 1+80.93
EL 30.17'
ANGLE POINT
ELEVATION VIEW
PLAN VIEW
STA 1+80.93
EL 14.17'
14.32'
12'-0"
12'-0"
STA 1+10.00
EL 30.17'
STA 0+95.58
EL 30.17'
14.42'
CASE CS
H = 16.67'
L = 12.0'
STA 2+12.08
EL 14.83'
STA 0+95.58
EL 13.50'
TOP OF WALL / BLOCK
BOTTOM OF WALL / TOP OF LEVELING PAD
FOUNDATION WALL
(BY OTHERS)
EXISTING WALL
(BY OTHERS)
BEGIN WALL 2
STA 0+95.58
ANGLE POINT
STA 1+80.93
END WALL 2
STA 2+12.08
(SEE NOTE 2)
TPG45D GEOGRID REINFORCEMENT
WALL 1 ALIGNMENT
IF NECESSARY, TRIM
LAYER AT FACE OF WALL 1
TPG60D GEOGRID REINFORCEMENT
STA 1+10.00
WALL 5 ALIGNMENT
FINISHED GRADE
MESA CAP UNIT
MESA STANDARD UNIT
TPG45D GEOGRID REINFORCEMENT
LEGEND
TPG60D GEOGRID REINFORCEMENT
Submatrix LLC
303 Perimeter Center N, Suite 300
Atlanta, GA 30346 | 770-557-5015
NO.
DATE
BY
REVISION
CUSTOMER:
PROJECT & SHEET TITLE:
SHEET
OF
PROJECT NO.:
THIS DRAWING IS BEING FURNISHED FOR USE ON THIS
SPECIFIC PROJECT ONLY. ANY PARTY ACCEPTING THIS
DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT
SHALL NOT BE DUPLICATED, MODIFIED, OR DISCLOSED TO
OTHERS WITHOUT WRITTEN CONSENT OF SUBMATRIX LLC.
Plot Date: April 15, 2025 By: ROBERT JOHNSON
File Name: 141140001_WALL 2.DWG
MANUFACTURER:
PALUMBO BLOCK CO, INC.
4/15/25 REVISED PER COMMENTS
RJ
CROTON RIVERSIDE LLC
PROPOSED RIVERSIDE APARTMENTS
WALL 2 PLAN & ELEVATION VIEW
NOTES:
1.
WALL STATIONING AND ELEVATIONS SHALL
BE VERIFIED PRIOR TO CONSTRUCTION.
2.
REFER TO TRANSITION AT STRUCTURE
DETAIL AT THE END OF WALL 2.
3.
INSTALL 6 FT WIDE SUPPLEMENTAL TPG45D
GEOGRID REINFORCEMENT ORIENTED
PARALLEL TO SOLDIER PILE AND LAGGING
WALL AT THE LOCATIONS SHOWN. THE
EMBEDMENT LENGTH SHALL BE 12 FT (MIN.)
0'0'
10'
20'
EXISTING SOLDIER PILE
AND LAGGING WALL
(BY OTHERS)
MESA CAP UNIT
MESA STANDARD UNIT
TPG45D GEOGRID REINFORCEMENT
LEGEND
STA .
EL .
STA .
EL .
STA .
EL .
STA .
EL .
STA .
EL .
E;ISTING WALL
BY OTHERS
WALL ALIGNMENT
WALL ALIGNMENT
BEGIN WALL
STA .
END WALL
STA .
CASE
DESIGN HEIGHT H .
GEOGRID EMBEDMENT LENGTH L .
ELEVATION VIEW
PLAN VIEW
.
TOP OF WALL BLOC.
BOTTOM OF WALL TOP OF LEVELING PAD
NOTES:
.
WALL LOCATION STATIONING AND ELEVATIONS
SHALL BE VERIFIED PRIOR TO CONSTRUCTION.
.
CONTRACTOR MAY MODIFY HORI=ONTAL E;TENTS
OF WALL AS NEEDED
HOWEVER NO INCREASE IN
WALL HEIGHT IS PERMISSIBLE WITHOUT
WRITTEN CONSENT FROM SUBMATRI; LLC.
E;TEND WALL TO E;ISTING GRADE OR PLACE FILL TO
PROTECT WALL BAC.FILL
SEE NOTE
NEW SHEET
Submatrix LLC
PHULPHWHU CHQWHU N SXLWH
AWODQWD GA _
NO.
DATE
BY
REVISION
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SHEET
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DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT
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OTHERS WITHOUT WRITTEN CONSENT OF SUBMATRI; LLC.
PORW DDWH: ASULO B\: ROBERT JOHNSON
FLOH NDPH: BWALL .DWG
MANUFACTURER:
PALUMBO BLOC. CO INC.
WALL ADDED TO SITE
RJ
CROTON RIVERSIDE LLC
PROPOSED RIVERSIDE APARTMENTS
WALL PLAN & ELEVATION VIEW
A
ELEVATION VIEW
PLAN VIEW
BEGIN WALL 6
STA 1+00.00
ANGLE POINT 1
STA 1+22.00
END WALL 6
STA 2+50.00
FRONT FACE WALL 6
STA 1+19.50
EL 64.00'
STA 2+21.50
EL 64.00'
STA 2+24.50
EL 65.33'
STA 2+27.50
EL 66.67'
STA 2+30.50
EL 68.00'
STA 2+33.50
EL 69.33'
STA 2+35.75
EL 70.00'
STA 2+38.75
EL 71.33'
STA 2+41.75
EL 72.67'
STA 2+44.75
EL 74.00'
STA 2+47.75
EL 75.33'
STA 2+50.00
EL 76.00'
STA 2+50.00
EL 78.00'
STA 1+00.00
EL 78.00'
STA 1+00.00
EL 76.00'
STA 1+01.50
EL 74.67'
STA 1+06.00
EL 72.00'
STA 1+10.50
EL 69.33'
STA 1+15.00
EL 66.67'
ANGLE POINT 2
STA 2+18.45
19.50'
102.00'
28.50'
TOP OF WALL / BLOCK
BOTTOM OF WALL / TOP OF LEVELING PAD
13'-0"
13'-0"
13'-0"
TPG45D GEOGRID REINFORCEMENT (TYP.)
CASE 6
DESIGN HEIGHT, H = 14.0'
GEOGRID EMBEDMENT LENGTH, L = 13.0'
FINISHED GRADE
MESA CAP UNIT
MESA STANDARD UNIT
TPG45D GEOGRID REINFORCEMENT
LEGEND
0'0'
10'
20'
NOTES:
1. WALL LOCATION, STATIONING, AND ELEVATIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION.
2. CONTRACTOR MAY MODIFY HORIZONTAL EXTENTS OF WALL AS NEEDED; HOWEVER, NO INCREASE
IN WALL HEIGHT IS PERMISSIBLE WITHOUT WRITTEN CONSENT FROM SUBMATRIX LLC.
Submatrix LLC
303 Perimeter Center N, Suite 300
Atlanta, GA 30346 | 770-557-5015
NO. DATE
BY
REVISION
CUSTOMER:
PROJECT & SHEET TITLE:
SHEET
OF
PROJECT NO.:
THIS DRAWING IS BEING FURNISHED FOR USE ON THIS
SPECIFIC PROJECT ONLY. ANY PARTY ACCEPTING THIS
DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT
SHALL NOT BE DUPLICATED, MODIFIED, OR DISCLOSED TO
OTHERS WITHOUT WRITTEN CONSENT OF SUBMATRIX LLC.
Plot Date: April 15, 2025 By: ROBERT JOHNSON
File Name: 141140001_WALL 6.DWG
MANUFACTURER:PALUMBO BLOCK CO, INC.
4/15/25 WALL ADDED TO SITE
RJ
CROTON RIVERSIDE LLC
PROPOSED RIVERSIDE APARTMENTS
WALL 6 PLAN & ELEVATION VIEW
14B
NEW SHEET
12.8
WALL DESIGN
HEIGHT (H)
VARIES
CAP UNIT
12.8
TOP OF WALL
BOTTOM OF WALL
DRAINAGE DITCH
(BY OTHERS; SLOPE TO PROVIDE POSITIVE DRAINAGE)
LEVELING PAD
(SEE DETAILS)
GEOTEXTILE SEPARATOR
12" WIDE CRUSHED STONE
MESA
STANDARD
UNIT
TENSAR TPG45D
GEOGRID REINFORCEMENT
REINFORCED FILL
RETAINED SOIL
FOUNDATION SOIL
GEOGRID EMBEDMENT LENGTH (L) VARIES;
REFER TO ELEVATION VIEWS
FINISHED GRADE
6" (MIN.)
6" (MIN.)
#57 STONE BACKFILL
(BEHIND BLOCK TO
GEOCOMPOSITE STRIP DRAIN)
GEOGRID WRAP GROUP
GEOGRID WRAP SINGLE
FINISHED GRADE
4" IMPERMEABLE SOIL
(ACROSS REINFORCED ZONE)
EXISTING SOLDIER PILE
AND LAGGING WALL
(BY OTHERS)
CAP UNIT
TOP OF WALL
BOTTOM OF WALL
LEVELING PAD
(SEE DETAILS)
TYPICAL SECTION A (WALL 2 STA 125 SHOWN)
LIMIT OF REINFORCED FILL ZONE
TYPICAL SECTION B (WALL 4 STA 320 SHOWN)
WALL DESIGN
HEIGHT (H)
VARIES
12.8
DRAINAGE DITCH
(BY OTHERS; SLOPE TO PROVIDE POSITIVE DRAINAGE)
6" (MIN.)
#57 STONE BACKFILL
(BEHIND BLOCK TO PILES/LAGGING)
GEOGRID WRAP GROUP
EXISTING SOLDIER PILE
AND LAGGING WALL
(BY OTHERS)
CAP UNIT
TOP OF WALL
BOTTOM OF WALL
LEVELING PAD
(SEE DETAILS)
MESA
STANDARD
UNIT
8 OZ. NONWOVEN
GEOTEXTILE INSTALLED
AGAINST LAGGING
GEOGRID WRAP SINGLE
DRAIN PIPE
(SEE NOTE 2)
8 OZ. NONWOVEN
GEOTEXTILE INSTALLED
AGAINST LAGGING
DRAIN PIPE
(SEE NOTE 2)
DRAIN PIPE
(SEE NOTE 2)
WALL DESIGN
HEIGHT (H)
VARIES
NOTES:
1.
SOLDIER PILE WALL DESIGNER SHALL CONFIRM WALL SYSTEM IS
STABLE DURING EXCAVATION OF EXISTING TOE SLOPE TO ESTABLISH
REINFORCED ZONE FOR WALLS 2 & 4.
2.
DRAIN PIPE SYSTEM CONSISTS OF 4" DIA PERFORATED PIPE
INSTALLED PARALLEL TO AND 6" TO 12" FROM WALL FACE. DAYLIGHT
WITH 4" DIA SOLID PIPE EVERY 50 FT O.C.
3.
FOR GROUTED MESA UNITS, REFER TO DETAIL ON SHEET 17.
4.
INSTALL GEOGRID ANCHORS AT THE LOCATION SHOWN ON SHEET 18.
5.
CONTRACTOR SHALL TAKE ADDITIONAL MEASURES TO ENSURE #57
STONE PLACED WITH GEOGRID WRAPS IS COMPACTED PROPERLY.
0'0'
4'
8'
Submatrix LLC
303 Perimeter Center N, Suite 300
Atlanta, GA 30346 | 770-557-5015
NO.
DATE
BY
REVISION
CUSTOMER:
PROJECT & SHEET TITLE:
SHEET
OF
PROJECT NO.:
THIS DRAWING IS BEING FURNISHED FOR USE ON THIS
SPECIFIC PROJECT ONLY. ANY PARTY ACCEPTING THIS
DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT
SHALL NOT BE DUPLICATED, MODIFIED, OR DISCLOSED TO
OTHERS WITHOUT WRITTEN CONSENT OF SUBMATRIX LLC.
Plot Date: April 15, 2025 By: ROBERT JOHNSON
File Name: 141140001_SECTIONS.DWG
MANUFACTURER:
PALUMBO BLOCK CO, INC.
4/15/25 NOTE ADDED RE: LEVELING PAD
RJ
CROTON RIVERSIDE LLC
PROPOSED RIVERSIDE APARTMENTS
TYPICAL SECTIONS
LEVELING PAD NOTE:
A GRAVEL LEVELING PAD MAY BE PLACED IN LIEU OF THE CONCRETE LEVELING
PAD SHOWN. REFER TO SHEET 18 FOR GRAVEL LEVELING PAD DETAIL.
FINISHED GRADE AT
BOTTOM OF WALL
LEVELING PAD
4" TO
8" MAX
MESA STANDARD UNIT
CUT BLOCK TO FIT AROUND PIPE
AND FILL WITH NON-SHRINK
GROUT
DRAIN PIPE
DRAIN PIPE OUTLET DETAIL
NOT TO SCALE
PIPE ANCHOR CENTERED ON
GEOGRID WRAP LOCATION
(DESIGN BY OTHERS)
TENSAR GEOGRID WRAPPED
AROUND PIPE AND SECURED
TO MESA UNIT WITH
STANDARD CONNECTORS
TWO STANDARD
CONNECTORS
PER MESA UNIT
CRUSHED STONE FILL
NOT TO SCALE
GEOGRID WRAP AND ANCHOR (SINGLE BLOCK)
CRUSHED STONE FILL
NOT TO SCALE
GEOGRID WRAP AND ANCHOR (GROUP)
PIPE ANCHOR
(DESIGN BY OTHERS)
TWO STANDARD
CONNECTERS PER MESA UNIT
LOCATE ANCHOR
AT MID POINT
BETWEEN GROUP
TENSAR GEOGRID WRAPPED
AROUND PIPE ANCHOR
ANCHORED
GROUP
NOT TO SCALE
GEOGRID WRAP AND ANCHOR - PLAN VIEW
SOLDIER PILE
(BY OTHERS)
LAGGING
(BY OTHERS)
8 OZ. NONWOVEN GEOTEXTILE PLACED AGAINST LAGGING
PIPE ANCHOR
(BY OTHERS)
GEOGRID WRAP
PRIMARY
STRENGTH
DIRECTION
FRONT FACE OF WALL
TWO STANDARD CONNECTERS PER MESA UNIT
GEOGRID WRAP WIDTH
6'-0"
SOLDIER PILE
(BY OTHERS)
SOLDIER PILE
(BY OTHERS)
NOTE: IF WHALER CONFLICTS WITH GEOGRID WRAP, DEFLECT GEOGRID AS
NECESSARY. ENSURE GEOGRID IS NOT IN CONTACT WITH WHALER OR
OTHER COMPONENTS. WHERE DEFLECTION IS NOT POSSIBLE, USE
SINGLE BLOCK GEOGRID WRAP. GEOGRID WRAPS MAY BE INSTALLED
NO MORE THAN 16" APART (TWO BLOCK COURSES) VERTICALLY.
GRAVEL LEVELING PAD DETAIL
MESA STANDARD UNIT
GRAVEL LEVELING PAD DETAIL
NOT TO SCALE
6" ±
6"
(MIN.)
24"
1/2"-3/4" CRUSHED STONE OR GRAVEL
(6" MINIMUM THICKNESS, 95%
STANDARD PROCTOR DENSITY)
NOTE: AASHTO NO. 57 STONE IS ACCEPTABLE FOR USE AS LEVELING PAD MATERIAL.
Submatrix LLC
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Atlanta, GA 30346 | 770-557-5015
NO.
DATE
BY
REVISION
CUSTOMER:
PROJECT SHEET TITLE:
SHEET
OF
PROJECT NO.:
THIS DRAWING IS BEING FURNISHED FOR USE ON THIS
SPECIFIC PROJECT ONLY. ANY PARTY ACCEPTING THIS
DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT
SHALL NOT BE DUPLICATED, MODIFIED, OR DISCLOSED TO
OTHERS WITHOUT WRITTEN CONSENT OF SUBMATRIX LLC.
Plot Date: April 15, 2025 By: ROBERT JOHNSON
File Name: 141140001_TYPICAL DETAILS.DWG
MANUFACTURER:
PALUMBO BLOCK CO, INC.
4/15/25 DETAIL ADDED
RJ
CROTON RIVERSIDE LLC
PROPOSED RIVERSIDE APARTMENTS
TYPICAL DETAILS (3 OF 4)
Machine-extracted for search and reference — the original PDF is the authoritative version.