RFB-PW-2026-012 - Hudson Marina Fuel Tank Relocation

HUDSON MARINA
PROPERTY
LOCATION
FUEL TANK
RELOCATION PROJECT
DPW PROJECT# 26-019, RFB-PW-2026-0012
22 PELHAM ROAD
PROJECT SITE AERIAL VIEW: 1" = 100'
CITY OF NEW ROCHELLE
WESTCHESTER COUNTY, NEW YORK
MAY 25, 2026
GREENMAN-PEDERSEN, INC.
CONSULTING ENGINEERS
INDEX OF DRAWINGS
PAGE NO. REV SHEET NO. DATE DESCRIPTION
1 - G-101 05/25/26 COVER SHEET
2 - C-100 05/25/26 EXISTING CONDITIONS PLAN
3 - C-110 05/25/26 DEMOLITION PLAN
4 - C-120 05/25/26 SITE LAYOUT PLAN
5 - C-130 05/25/26 GRADING PLAN
CITY OF NEW ROCHELLE
6 - C-140 05/25/26 GENERAL UTILITY PLAN
7 - C-160 05/25/26 EROSION AND SEDIMENT CONTROL PLAN
8 - C-521 05/25/26 CITY OF NEW ROCHELLE STANDARD DETAILS
9 - C-522 05/25/26 CITY OF NEW ROCHELLE STANDARD DETAILS
10 - C-523 05/25/26 SITE DETAILS
11 - C-524 05/25/26 TANK PAD DETAILS
12 - C-525 05/25/26 SPECIAL INSPECTIONS
13 - C-601 05/25/26 TANK & PIPING PLAN
14 - C-602 05/25/26 TANK & PIPING DETAILS
15 - E-110 05/25/26 GENERAL ELECTRICAL PLAN
GREENMAN-PEDERSEN, INC. COVER SHEET
CONSULTING ENGINEERS

PREPARED FOR
CC
REVISIONS
NO. REVISION DATE
DRAWN/DESIGN BY CHECKED BY
GPI PROJECT/CONTRACT NO.:
ANIRAM
NOSDUH
TCEJORP
NOITACOLER
KNAT
LEUF
DAOR
MAHLEP
22
10801
KROY
WEN
,ELLEHCOR
WEN
N
EXISTING CONDITIONS NOTES:
3
8
D
A
GENERAL NOTES: N
SURVEY REFERENCE:
CITY OF NEW ROCHELLE
515 NORTH AVENUE
NEW ROCHELLE, NY 10801
TAX PARCEL NUMBER:
BID DOCUMENTS
5/25/2026
ABJ RJT
EXISTING
CONDITIONS
PLAN
ALB-2300027.00
C-100
0 10 20 30 40
SCALE: 1" = 10' SHEET OF
THE ALTERATION OF THIS DOCUMENT IN ANY WAY, UNLESS UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW.
ERUTCURTS
GNIKRAP
ANIRAM
2 15

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REVISIONS
NO. REVISION DATE
DRAWN/DESIGN BY CHECKED BY
GPI PROJECT/CONTRACT NO.:
ANIRAM
NOSDUH
TCEJORP
NOITACOLER
KNAT
LEUF
DAOR
MAHLEP
22
10801
KROY
WEN
,ELLEHCOR
WEN
DEMOLITION NOTES:
N
3
8
D
A
N
CITY OF NEW ROCHELLE
515 NORTH AVENUE
NEW ROCHELLE, NY 10801
DEMOLITION LEGEND:
PROPERTY LINE
DISTURBANCE LIMITS
SAWCUT LINE
/ / / / / / / / / / / / / / / / / / REMOVE LINEAR ITEM
EXISTING PAVEMENT AREA TO BE MILLED
FULL DEPTH ASPHALT PAVEMENT REMOVAL
EXISTING CONCRETE TO BE REMOVED BID DOCUMENTS
5/25/2026
EXISTING ITEM TO BE REMOVED
ABJ RJT
DEMOLITION
PLAN
ALB-2300027.00
C-110
0 10 20 30 40
SCALE: 1" = 10'
SHEET OF
THE ALTERATION OF THIS DOCUMENT IN ANY WAY, UNLESS UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW.
ERUTCURTS
GNIKRAP
ANIRAM
3 15

CC
NO
PARKING
GNIKRAP
ON
PREPARED FOR
REVISIONS
NO. REVISION DATE
DRAWN/DESIGN BY CHECKED BY
GPI PROJECT/CONTRACT NO.:
ANIRAM
NOSDUH
TCEJORP
NOITACOLER
KNAT
LEUF
DAOR
MAHLEP
22
10801
KROY
WEN
,ELLEHCOR
WEN
LAYOUT :
N
3
8
D
A
N
PAVING:
CITY OF NEW ROCHELLE
515 NORTH AVENUE
NEW ROCHELLE, NY 10801
STRIPING:
SITE LAYOUT LEGEND:
PROPERTY LINE
DISTURBANCE LIMITS
PROPOSED BUILDING OUTLINE
ROAD CENTERLINE
PROPOSED CHAIN LINK FENCE
PROPOSED ORNAMENTAL FENCE
PROPOSED TIMBER BARRIER RAIL
PROPOSED BOX BEAM GUIDERAIL
STORMWATER MANAGEMENT AREA
PROPOSED ASPHALT PAVEMENT BID DOCUMENTS
5/25/2026
PROPOSED HEAVY DUTY ASPHALT PAVEMENT
ABJ RJT
PROPOSED CONCRETE PAVEMENT
PROPOSED RIP-RAP STONE
# PROPOSED SIGN SITE LAYOUT
# PROPOSED PARKING COUNT PLAN
ALB-2300027.00
C-120
0 10 20 30 40
SCALE: 1" = 10' SHEET OF
THE ALTERATION OF THIS DOCUMENT IN ANY WAY, UNLESS UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW.
ERUTCURTS
GNIKRAP
ANIRAM
4 15

CC
NO
PARKING
GNIKRAP
ON
PREPARED FOR
REVISIONS
NO. REVISION DATE
DRAWN/DESIGN BY CHECKED BY
GPI PROJECT/CONTRACT NO.:
ANIRAM
NOSDUH
TCEJORP
NOITACOLER
KNAT
LEUF
DAOR
MAHLEP
22
10801
KROY
WEN
,ELLEHCOR
WEN
GRADING NOTES:
N
3
8
D
A
N
CITY OF NEW ROCHELLE
515 NORTH AVENUE
NEW ROCHELLE, NY 10801
BID DOCUMENTS
5/25/2026
GRADING LEGEND:
ABJ RJT
PROPERTY LINE
DISTURBANCE LIMITS
SPOT ELEVATION
GRADING
PLAN
ALB-2300027.00
C-130
0 10 20 30 40
SCALE: 1" = 10'
SHEET OF
THE ALTERATION OF THIS DOCUMENT IN ANY WAY, UNLESS UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW.
ERUTCURTS
GNIKRAP
ANIRAM
5 15

CC
NO
PARKING
GNIKRAP
ON
PREPARED FOR
REVISIONS
NO. REVISION DATE
DRAWN/DESIGN BY CHECKED BY
GPI PROJECT/CONTRACT NO.:
ANIRAM
NOSDUH
TCEJORP
NOITACOLER
KNAT
LEUF
DAOR
MAHLEP
22
10801
KROY
WEN
,ELLEHCOR
WEN
UTILITY NOTES:
N
3
8
D
A
N
CITY OF NEW ROCHELLE
515 NORTH AVENUE
NEW ROCHELLE, NY 10801
UTILITY LEGEND:
PROPERTY LINE
DISTURBANCE LIMITS
STORM PIPE
ROOF DRAIN
SANITARY PIPE
SANITARY FORCE MAIN
GAS MAIN
PROPOSED YARD DRAIN
PROPOSED CATCH BASIN
PROPOSED DRAINAGE MANHOLE
BID DOCUMENTS
5/25/2026
ABJ RJT
GENERAL
UTILITY
PLAN
ALB-2300027.00
C-140
0 10 20 30 40
SCALE: 1" = 10'
SHEET OF
THE ALTERATION OF THIS DOCUMENT IN ANY WAY, UNLESS UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW.
ERUTCURTS
GNIKRAP
ANIRAM
6 15

CC
NO
PARKING
GNIKRAP
ON
PREPARED FOR
REVISIONS
NO. REVISION DATE
DRAWN/DESIGN BY CHECKED BY
GPI PROJECT/CONTRACT NO.:
ANIRAM
NOSDUH
TCEJORP
NOITACOLER
KNAT
LEUF
DAOR
MAHLEP
22
10801
KROY
WEN
,ELLEHCOR
WEN
CONSTRUCTION SEQUENCING NOTES:
N
3
8
D
A
N
CITY OF NEW ROCHELLE
515 NORTH AVENUE
NEW ROCHELLE, NY 10801
BID DOCUMENTS
5/25/2026
ABJ RJT
EROSION AND SEDIMENT CONTROL LEGEND:
PROPERTY LINE
DISTURBANCE LIMITS EROSION AND
SILT SACK INLET PROTECTION SEDIMENT
CONTROL
PLAN
ALB-2300027.00
C-160
0 10 20 30 40
SCALE: 1" = 10' SHEET OF
THE ALTERATION OF THIS DOCUMENT IN ANY WAY, UNLESS UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW.
ERUTCURTS
GNIKRAP
ANIRAM
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
7 15

STANDARD CONSTRUCTION DETAIL
DRAWN BY: RMH CITY OF NEW ROCHELLE TYP. TRENCH SECTIONS AND BACKFILL DETAILS FOR
REVIEWED BY: AAL CITY OF NEW ROCHELLE UTILITY EXTENSIONS
SCALE: NOT TO SCALE
DEPARTMENT OF PUBLIC WORKS DATE ISSUED: 11/10/2022
515 NORTH AVENUE DRAWING NO.
NEW ROCHELLE, NY 10801 CNR-01-090 (914) 654-2130 FAX: (914) 654-2195 REV. NO. DATE DESCRIPTION APPD.
STANDARD CONSTRUCTION DETAIL
FULL DEPTH SAWCUT
FOR EXCAVATION
SAW OR LINE CUT 1' MIN. OR TO CURB IF
PAVEMENT FULL DEPTH DISTANCE FROM TRENCH
EDGE TO CURB IS LESS
THAN 4'
2'-0" VARIES 1.5" SAWCUT FOR
1.5" SAW CUT, SEAL
PAVEMENT
JOINTS WITH HOT
RESTORATION
AC/20, TYP.
1.5" WMA TOP
COURSE EX. PAVEMENT
SUBGRADE
WMA BINDER
COURSE
SEE CNR-01-090 FOR
TRENCH BACKFILL DETAILS
PROPOSED
UTILITY WORK
NOTES:
1. IF CONCRETE PAVEMENT, SUBMIT DETAIL SHOWING REINFORCEMENT FOR REVIEW (CASE BY CASE SCENARIO).
2. IF DISTANCE FROM TRENCH EDGE TO CURB IS < 4', CONTRACTOR SHALL REPLACE EXISTING ASPHALT PAVEMENT FROM
SAWCUT LINE TO NEAREST CURB. IF NEWLY PAVED STREET ( < 2 YEARS OLD) THEN CONTRACTOR SHALL MILL AND PAVE
NEW FROM CURB TO CURB TO AVOID A TRENCH ASPHALT PATCH. SEE CNR-01-071 FOR MILL AND OVERLAY SECTION.
DRAWN BY: RMH CITY OF NEW ROCHELLE TYP. SECTIONS AND PAVEMENT REPLACEMENT
REVIEWED BY: AAL
DETAIL FOR UTILITY INSTALLATIONS
SCALE: NOT TO SCALE
DEPARTMENT OF PUBLIC WORKS DATE ISSUED: 11/10/2022
2 06/05/24 UPDATED ANNOTATIONS AAL
515 NORTH AVENUE DRAWING NO.
NEW ROCHELLE, NY 10801 1 9/19/22 EDIT NOTES & ANNOTATIONS AAL CNR-01-080
(914) 654-2130 FAX: (914) 654-2195 REV. NO. DATE DESCRIPTION APPD.
2/D
.NIM
"6
.NIM
"6
REFER TO CNR-01-080 FOR
PAVEMENT REPLACEMENT
DETAILS FOR UTILITY
SUBGRADE INSTALLATIONS
DETECTABLE WARNING TAPE
LABELED ACCORDING TO
PROPOSED UTILITY TO BE
INSTALLED AT INTERFACE
SHORING DESIGN CLSM BACK FILL MATERIAL
REQUIRED FOR UNDER ROADWAY CORRIDORS
DEPTH > 5'. DESIGN OR QUARRIED ITEM 4 (NYSDOT
MUST BE SIGNED ITEM# 304.02) AT NON ROADWAY
AND SEALED BY LOCATIONS IF APPROVED BY
NYSPE. ENGINEER.
3/4" CRUSHED STONE BEDDING OR
CLEAN SAND (ENCASEMENT
WHERE REQUIRED OR AS
DIRECTED BY ENGINEER)
TO BE SET SQUARE
MIN. TRENCH WIDTH
O.D. OF PIPE PLUS 12" EACH SIDE
INNER FACE OF SHEETING
01 8/17/22 EDIT ANNOTATIONS AAL
STANDARD CONSTRUCTION DETAIL STANDARD CONSTRUCTION DETAIL
29" ASPHALT PAVEMENT THICKNESS & TYPE
26 3/4"
MAIN RD NON-MAIN RD
24"
A 2", 12.5 F3 TOP COURSE 1.5", 9.5 F3 TOP COURSE
B 8", 19 F9 BINDER COURSE 3", 12.5 F9 BINDER COURSE
C MATCH EXISTING MATCH EXISTING
*THICKNESSES ARE INSTALLED THICKNESSES
MEET AND MATCH EXISTING
FINISHED GRADE
PAVEMENT AT SAW CUT. CAP
(SURFACE VARIES)
SEAM WITH HOT ASPHALT TACK COAT
CONCRETE SEALANT 12" TOP COURSE
OVERLAY
EXISTING
BITUMINOUS "A" BITUMINOUS CONCRETE
CONCRETE WMA TOP COURSE
EXISTING NEW TOP COURSE (NYSDOT ITEM 404.xxx301)
"B" BITUMINOUS CONCRETE
EXISTING
WMA BINDER COURSE
BITUMINOUS (NYSDOT ITEM 404.xxx901)
CONCRETE
BINDER COURSE
15" COMPACTED SUBBASE
EXISTING SUBBASE "ITEM 4"
COURSE
COMPACTED SUBGRADE
NOTES:
1. IF CONCRETE PAVEMENT, SUBMIT DETAIL SHOWING REINFORCEMENT FOR REVIEW (CASE BY CASE SCENARIO).
2. IF DISTANCE FROM TRENCH EDGE TO CURB IS < 4', CONTRACTOR SHALL REPLACE EXISTING ASPHALT PAVEMENT FROM SAWCUT
LINE TO NEAREST CURB. IF NEWLY PAVED STREET (< 2 YEARS OLD) THEN CONTRACTOR SHALL MILL AND PAVE NEW FROM CURB
TO CURB TO AVOID A TRENCH ASPHALT PATCH. MINIMUM MILL DEPTH MUST EQUAL "A" BITUMINOUS CONCRETE TOP COURSE
CITY OF NEW ROCHELLE MANHOLE FRAME, HEAD AND COVER DRAWN BY: RMH CITY OF NEW ROCHELLE PAVEMENT REPLACEMENT DRAWN BY: RMH
REVIEWED BY: AAL REVIEWED BY: AAL
AT SAWCUT LINE
SCALE: NOT TO SCALE SCALE: NOT TO SCALE
DEPARTMENT OF PUBLIC WORKS DATE ISSUED: 11/10/2022 DEPARTMENT OF PUBLIC WORKS DATE ISSUED: 11/10/2022
515 NORTH AVENUE DRAWING NO. 515 NORTH AVENUE DRAWING NO.
NEW ROCHELLE, NY 10801 CNR-02-200 NEW ROCHELLE, NY 10801 1 06/05/24 UPDATED ANNOTATIONS AAL CNR-01-060
(914) 654-2130 FAX: (914) 654-2195 REV. NO. DATE DESCRIPTION APPD. (914) 654-2130 FAX: (914) 654-2195 REV. NO. DATE DESCRIPTION APPD.
"8
RO
"4
"2 11
27"
39"
"8 14
STANDARD CONSTRUCTION DETAIL
STANDARD CONSTRUCTION DETAIL
#2 HOOPS
6"
EXISTING CURB FINISHED GRADE
8" 2'-3" 8"
(SEE NOTE 3) (SURFACE VARIES)
SECTION A-A
ROAD
CL
MATCH EXISTING WIDTH MATCH EXISTING WIDTH
SLOPE (SEE NOTE 2) SLOPE (SEE NOTE 2)
#2 HOOPS
121"(TYP.)
A A
COMPACTED WMA TOP COURSE - TYPE 12.5 F3
(NYSDOT ITEM 404.12X301)
COMPACTED WMA BINDER COURSE - TYPE 19 F9
(NYSDOT ITEM 404.19X901)
60 SERIES COMPACTION
COMPACTED SUBBASE
"ITEM 4"
COMPACTED SUBGRADE
8" 2'-3" 8" NOTES:
1. ADJUSTMENTS SHOULD BE MADE AS NECESSARY TO ELIMINATE PONDING CONDITIONS.
2. PROVIDE SINGLE CROSS SLOPE IF ROADWAY IS NOT CROWNED
3'-7"
3. IF IN FRONT OF DRIVEWAY, PROVIDE 1" TO 2" REVEAL. OTHERWISE, PROVIDE 6" REVEAL
CITY OF NEW ROCHELLE PRECAST MANHOLE COLLAR DRAWN BY: RMH FULL DEPTH PAVEMENT REPLACEMENT: DRAWN BY: RMH
REVIEWED BY: AAL CITY OF NEW ROCHELLE COMMERCIAL AND MAIN ROADS REVIEWED BY: AAL
SCALE: NOT TO SCALE SCALE: NOT TO SCALE
DEPARTMENT OF PUBLIC WORKS DATE ISSUED: 11/10/2022 DEPARTMENT OF PUBLIC WORKS DATE ISSUED: 11/10/2022
515 NORTH AVENUE DRAWING NO. 515 NORTH AVENUE DRAWING NO.
(914) N 6 E 5 W 4-2 R 1 O 30 C H E F L A L X E : , ( 9 N 1 Y 4 ) 1 0 6 8 5 0 4 1 -2195 REV. NO. DATE DESCRIPTION APPD. CNR-02-160 (914) N 6 E 5 W 4-2 R 1 O 30 C H E F L A L X E : , ( 9 N 1 Y 4 ) 1 0 6 8 5 0 4 1 -2195 REV 1 . NO. DA 0 T 6 E /05/24 EDIT ANNO D T E A S T C I R O I N P S T I & O N NOTES AAL APPD. CNR-01-072
2" LETTER HEIGHT "DRAIN"
OR "SEWER"
6 HOLES - 3/4" DIAMETER - 45 degrees
PORTION BETWEEN
RIBS DEPRESSED 1/4"
HOLE 1/2" X 1 1/2" IN EDGE
OF COVER FOR LIFTING
NOTES:
1. STANDARD MANHOLE HEAD & COVER MANUFACTURED BY CAMPBELL FOUNDRY CO.
PATTERN # 1041A OR 1041B (ROUND FLANGE ONLY)
2. FOR STORM SEWER, COVER LABELED "DRAIN"
3. FOR SANITARY, COVER LABELED "SEWER"
4. MANHOLE HEAD & COVER WEIGH 375 LBS.
5. RATED FOR H-20 LOADING (MIN.)
3 09/11/2024 EDITED ANNOTATIONS AAL
2 08/14/2023 EDITED ANNOTATIONS AAL
1 09/29/2022 EDITED ANNOTATIONS AAL
"5.1
"3
"51
PREPARED FOR
MIRAFI 500X OR APPROVED
EQUIVALENT
DETAIL HAS BEEN MODIFIED FROM STANDARD
REVISIONS
1'-0"
EXTEND GEOTEXTILE FABRIC
(MIRAFI 500X OR APPROVED
EQUIVALENT) ON BOTH SIDES
OF TRENCH 12" MIN. OVERLAP
WITH EXISTING GEOTEXTILE
FABRIC NO. REVISION DATE
MIRAFI 500X OR APPROVED
EQUIVALENT
DRAWN/DESIGN BY CHECKED BY
DETAIL HAS BEEN MODIFIED FROM STANDARD
DETAIL HAS BEEN MODIFIED FROM STANDARD
GPI PROJECT/CONTRACT NO.:
ANIRAM
NOSDUH
TCEJORP
NOITACOLER
KNAT
LEUF
DAOR
MAHLEP
22
10801
KROY
WEN
,ELLEHCOR
WEN
CITY OF NEW ROCHELLE
515 NORTH AVENUE
NEW ROCHELLE, NY 10801
BID DOCUMENTS
5/25/2026
ABJ RJT
CITY OF
NEW ROCHELLE
STANDARD
DETAILS
ALB-2300027.00
C-521
SHEET OF
8 15
THE ALTERATION OF THIS DOCUMENT IN ANY WAY, UNLESS UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW.

STANDARD CONSTRUCTION DETAIL
PROVIDE BROOM FINISH (BRUSH ACROSS
SIDEWALK AND PERPENDICULAR TO
TRAFFIC), 1/2" TOOLED JOINTS @ 5'
INTERVALS, EXPANSION JOINTS @ 20'
INTERVALS. EXPANSION JOINTS TO BE
CAULK SEALED AT SURFACE
1/2" EXPANSION
JOINT AT SOLID CONCRETE
SURFACES (TYP.) SIDEWALK
(4,000 PSI)
1.5% CROSS SLOPE
6" x 6" 10/10
WELDED WIRE FABRIC
COMPACTED 3/4" QUARRY
CRUSHED STONE
COMPACTED SUBGRADE
DRAWN BY: RMH
CITY OF NEW ROCHELLE CONCRETE SIDEWALK DETAIL REVIEWED BY: AAL
SCALE: NOT TO SCALE
DEPARTMENT OF PUBLIC WORKS DATE ISSUED: 11/10/2022
515 NORTH AVENUE DRAWING NO.
NEW ROCHELLE, NY 10801 1 08/14/23 EDITED DETAIL AAL CNR-01-030 (914) 654-2130 FAX: (914) 654-2195 REV. NO. DATE DESCRIPTION APPD.
"5
"6
STANDARD CONSTRUCTION DETAIL
FINISHED GRADE
(SURFACE VARIES)
EXISTING
ROAD
CURB CL REFER TO DRAWINGS FOR WIDTH REFER TO DRAWINGS FOR WIDTH
SLOPE (SEE NOTE 3) SLOPE (SEE NOTE 3)
MILL & PAVE EXISTING 1.5" BITUMINOUS CONCRETE
REPLACE WITH 1.5" WMA CONCRETE TOP
(SEE NOTES 5 & 6)
EXISTING BITUMINOUS
CONCRETE PAVEMENT
EXISTING BASE COURSE
SUBGRADE
NOTES:
1. APPLY TACK COAT OVER EXISTING PAVEMENT PRIOR TO INSTALLING TOP COURSE. SWEEP BINDER CLEAN OF ALL
DUST AND DEBRIS.
2. MILL AND RESURFACE TO MATCH THE EXISTING ADJACENT PAVEMENT SURFACE. ADJUSTMENTS SHOULD BE MADE AS
NECESSARY TO ELIMINATE PONDING CONDITIONS.
3. PROVIDE SINGLE CROSS SLOPE IF ROADWAY IS NOT CROWNED
4. IF IN FRONT OF DRIVEWAY, PROVIDE 1" TO 2" REVEAL. OTHERWISE, PROVIDE 6" REVEAL
5. FOR RESIDENTIAL & LOW VOLUME ROADS: USE TYPE 9.5 F3 (NYSDOT ITEM 404.09X301)
6. FOR COMMERCIAL & MAIN ROADS: USE TYPE 12.5 F3 (NYSDOT ITEM 404.12X301)
DRAWN BY: RMH CITY OF NEW ROCHELLE MILL AND OVERLAY SECTION
REVIEWED BY: AAL
SCALE: NOT TO SCALE
DEPARTMENT OF PUBLIC WORKS DATE ISSUED: 11/10/2022 2 06/05/24 EDIT ANNOTATIONS & NOTES AAL
515 NORTH AVENUE DRAWING NO.
NEW ROCHELLE, NY 10801 1 9/29/22 EDIT ANNOTATIONS & NOTES AAL CNR-01-070 (914) 654-2130 FAX: (914) 654-2195 REV. NO. DATE DESCRIPTION APPD.
STANDARD CONSTRUCTION DETAIL
CONSTRUCTION NOTES: 1. ASPHALT PAVEMENT SURFACES SHALL BE SAW CUT CLEAN.
2. EXISTING CONCRETE SIDEWALKS SHALL BE SAW CUT AND REMOVED AT THE NEAREST JOINT.
3. NEW SIDEWALKS ARE TO BE A MIN. OF 5' WIDE UNLESS APPROVED BY CITY ENGINEER. NEW SIDEWALKS SHOULD BE
TRANSITIONED TO MATCH ADJACENT EXISTING SIDEWALKS THAT ARE < 5' WIDE. 4. DISTURBED GRASS ADJACENT TO NEW SIDEWALK AND/OR CURB CONSTRUCTION SHALL BE RESTORED WITH TOPSOIL AND
SEEDED. GENERAL NOTES:
1. CONTRACTOR MUST HAVE CITY INSPECTION PRIOR TO PLACING STONE OR POURING CONCRETE.
2. NO WORK TO BE DONE ON WEEKENDS OR HOLIDAYS UNLESS INSPECTOR IS NOTIFIED AND ARRANGEMENTS HAVE BEEN MADE WHERE AN INSPECTOR CAN BE PRESENT AT THE CONTRACTOR'S EXPENSE.
3. ENTIRE WORK AREA TO BE KEPT CLEAN AND PROPERLY BARRICADED. A MINIMUM FOUR FEET OF PEDESTRIAN RIGHT OF
WAY IS TO BE PROVIDED AND MAINTAINED AROUND THE CONSTRUCTION AREA. ALL DWELLINGS, UNITS AND BUSINESSES
MUST HAVE PROPER ACCESS.
4. NO ASH IS ALLOWED IN PLACE OF STONE. SECTION A-A SECTION B-B
5. ALL UTILITY CASTINGS MUST BE FLUSH WITH SIDEWALK SURFACE. NO TRIPPING HAZARDS OR ENCROACHMENTS ARE NOTES:
PERMITTED. 1. STRUCTURE TO BE RATED FOR H-20 LOADING (MIN.)
6. NO TREE ROOTS ARE TO BE DAMAGED, CUT OR REMOVED WITHOUT CITY TREE INSPECTORS APPROVAL. 2. LOCATION OF CURB SHALL BE AS SHOWN UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
3. LOCATION AND ANGLE OF BASIN CONNECTION MAY BE VARIED TO SUIT FIELD CONDITIONS.
4. KEYED CONSTRUCTION JOINTS ARE REQUIRED BETWEEN ANY SUCCESSIVE POURS.
5. SOLID RED BRICK ONLY USED FOR THE RISER OVER THE PRECAST SLAB.
6. RED BRICK SHALL BE SOLID, SHALE RED BRICK - MOISTURE-CONTROLLED, NORMAL WEIGHT, GRADE MS, IN ACCORDANCE WITH ASTM C32
7. CONTROLLED LOW STRENGTH MATERIAL (CLSM) SHALL BE USED TO BACKFILL AROUND THE INSTALLED CATCHBASIN
PRECAST CONCRETE CATCH BASDRINAWN BY: RMH CITY OF NEW ROCHELLE
WITHOUT CURB PIECE (TYPE 2R)EVIEWED BY: AAL
SCALE: NOT TO SCALE
DEPARTMENT OF PUBLIC WORKS DATE ISSUED: 11/10/2022
515 NORTH AVENUE DRAWING NO.
NEW ROCHELLE, NY 10801 CNR-02-070 (914) 654-2130 FAX: (914) 654-2195 REV. NO. DATE DESCRIPTION APPD.
ESRUOC
3
KCIRB
DER
6"
4'-0" 6"
).PYT(
'01
KCIRB
"9
"21
).NIM
'2( '3
"8
B
5'
A A
B
SEE CURB
EXISITNG ROADWAY DETAIL
SLOPE PAVEMENT
FILL VOID WITH
TOWARDS CASTING EXP. JOINT
ASPHALT
CONC SDWK.
SAWCUT
EXIST. 1/2" MORTAR JOINT SIDEWALK
1/2" MORTAR
JOINT
STD. C.I.
HOOD, &
STD. HOOK
DETAILS
COMPACTED 3/4" 6" CRUSHED STONE
ENCASEMENT
3'-6" #4 BARS 8" O.C. 6" WWM-AS =
BOTH WAYS 0.12 B.W.
"6-'4
"6
"2-'2
"6
6" 4' 6"
CASTING AND GRATE
SHALL BE EQUAL TO
PATTERN NO. 3407 AS
MANUFACTURED BY
CONNECTION TO
CAMPBELL FOUNDRY,
BE 12" DIP ON 6"
HARRISON, N.J.
CRUSHED STONE
"4-'1
PLAN VIEW (WITH CASTING) PLAN VIEW (WITHOUT CASTING)
"6 NIM
"6
3/4" CRUSHED
STONE
"6
4 - #6 @ 3"
4 - #6 @ 3"
WWM-AS =
0.12 B.W.
3/4" CRUSHED
STONE
2 UPDATED DETAIL AND NOTES
RAELC
"1
STANDARD CONSTRUCTION DETAIL
ELECTRICAL PULL
BOX DETAIL
2.0' MIN. TRENCH &
CULVERT EXCAVATION.
(VARIES - SEE PLANS FOR
DETAILS)
ELECTRICAL TRENCH
AND CULVERT DETAIL
NOTES:
1. INSTALL PULL BOXES WHERE INDICATED ON THE PLANS, WHERE CONDUIT BENDS EXCEED 360 degrees, OR WHERE
REQUIRED FOR PULLING.
2. LEAVE MIN. 2' LENGTH OF CONDUCTORS IN BOX.
3. ALL SPLICES AND TERMINATIONS TO BE WATERPROOF. SPLICES SHALL BE PERFORMED WITH 3M SCOTCHCAST
POWER CABLE SPLICE KIT 82-A, OR APPROVED EQUAL.
4. REFER TO PLANS FOR CONDUIT/CABLE NUMBER, SIZE, AND DIRECTION.
5. THE MINIMUM DEPTH BELOW GRADE OF ELECTRICAL CONDUIT OUTSIDE OF ROADWAY AREAS SHALL BE 1.5' AND
WITHIN ROADWAY AREAS (UNDER PAVEMENT) SHALL BE 2'.
6. THE CONTRACTOR SHALL MAINTAIN A MINIMUM DISTANCE OF 12" FROM ALL EXISTING UNDERGROUND UTILITIES.
AREAS WHERE EXISTING UTILITIES EXIST WITHIN THE LIMITS OF THE PROPOSED CONDUIT INSTALLATION SHALL BE
HAND DUG.
7. DAMAGED SIDEWALK FLAGS SHALL BE REPLACED IN FULL IN ACCORDANCE WITH CNR-01-030 AND/OR CNR-01-031
8. ROADWAY AREAS SHALL BE RESTORED IN ACCORDANCE WITH CNR-01-060
ELECTRICAL PULL BOX AND DRAWN BY: RMH
CITY OF NEW ROCHELLE REVIEWED BY: PS
TRENCH DETAILS
SCALE: NOT TO SCALE
DEPARTMENT OF PUBLIC WORKS DATE ISSUED: 05/10/2023
515 NORTH AVENUE DRAWING NO.
NEW ROCHELLE, NY 10801 1 06/24/2024 UPDATED NOTES AAL CNR-01-113 (914) 654-2130 FAX: (914) 654-2195 REV. NO. DATE DESCRIPTION APPD.
4 03/18/2025 UPDATED NOTES AAL
3 06/24/2024 UPDATED NOTES AAL
05/25/2023 AAL
1
ETON
EES
SEIRAV
"6
"6
STANDARD CONSTRUCTION DETAIL
6'' DIAMETER GALVANIZED STEEL PIPE
FILLED W/ CONCRETE PAINTED OSHA TRAFFIC
YELLOW AND EMBEDDED IN CONCRETE BASE
4'
TOP OF SLAB OR
ASPHALT
1"
4,000 PSI AIR ENTRAINED
CONCRETE
NOTES:
18'' MIN. FOR 6'' BOLLARD
1. BOLLARDS REQUIRED AS DEPICTED ON SITE PLAN DRAWINGS. TYPICALLY
LOCATED AT BUILDING CORNERS, TRANSFORMERS, FIRE HYDRANTS, EXTERIOR
WATER METER, GAS METER, AND FIRE DEPARTMENT.
2. BOLLARDS MUST RESIST A FORCE OF 12,000 POUNDS APPLIED 30'' ABOVE THE
DRIVING SURFACE
DRAWN BY: RMH
CITY OF NEW ROCHELLE 6'' BOLLARD DETAIL REVIEWED BY: AAl
SCALE: NOT TO SCALE
DEPARTMENT OF PUBLIC WORKS DATE ISSUED: 11/10/2022
515 NORTH AVENUE DRAWING NO.
NEW ROCHELLE, NY 10801 CNR-01-120 (914) 654-2130 FAX: (914) 654-2195 REV. NO. DATE DESCRIPTION APPD.
'3
'1
STANDARD CONSTRUCTION DETAIL
PROPOSED SIGN
GALVANIZED U CHANNEL
POST FASTENED TO
GALVANIZED U CHANNEL
STUB
PROPERTY
U CHANNEL POST LINE/FACE OF
BOLTED SPLICE BUILDING
CONNECTION
18" 5' MIN. ROADWAY
FINISHED GRADE CURB
SIDEWALK
GALVANIZED U CHANNEL
POST STUB INSTALLED IN
15" DIAMETER CONCRETE
SONOTUBE. 2.5' MIN.
EMBEDMENT DEPTH
4,000 PSI AIR ENTRAINED 15"
CONCRETE
NOTES:
1. SIGNS REQUIRED AS DEPICTED ON SITE PLAN DRAWINGS.
2. PARKING SIGNS, CHANNELS MUST BE INSTALLED AT A 45 DEGREE ANGLE TO
THE CURB FACING TRAFFIC. ALL OTHER SIGNS MUST BE INSTALLED
PERPENDICULAR TO TRAFFIC.
3. GALVANIZED U CHANNEL TO BE 2 1 POUNDS PER FOOT (MIN.)
2
DRAWN BY: RMH
CITY OF NEW ROCHELLE STREET SIGN DETAIL REVIEWED BY: AAL
SCALE: NOT TO SCALE
DEPARTMENT OF PUBLIC WORKS DATE ISSUED: 11/10/2022
515 NORTH AVENUE DRAWING NO.
NEW ROCHELLE, NY 10801 CNR-01-130 (914) 654-2130 FAX: (914) 654-2195 REV. NO. DATE DESCRIPTION APPD.
1'
.NIM
'7
2.5'
MIN.
.NIM
"6
PREPARED FOR
REVISIONS
NO. REVISION DATE
DRAWN/DESIGN BY CHECKED BY
GPI PROJECT/CONTRACT NO.:
ANIRAM
NOSDUH
TCEJORP
NOITACOLER
KNAT
LEUF
DAOR
MAHLEP
22
10801
KROY
WEN
,ELLEHCOR
WEN
CITY OF NEW ROCHELLE
515 NORTH AVENUE
NEW ROCHELLE, NY 10801
MODIFIED
BID DOCUMENTS
5/25/2026
ABJ RJT
CITY OF
NEW ROCHELLE
STANDARD
DETAILS
(MODIFIED. SIMILAR, SEE 1/C-524)
ALB-2300027.00
C-522
SHEET OF
9 15
THE ALTERATION OF THIS DOCUMENT IN ANY WAY, UNLESS UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW.

STANDARD CONSTRUCTION DETAIL
B
54"
49 1
2"
B
MATERIAL: GRAY CAST IRON B B
ASTM A-48 CLASS 30
CAMPBELL FOUNDRY,
HARRISON, N.J. PATTERN #3407
A A
47 3
4"
48"
PLAN OF FRAME 1
8"
SECTION A-A
EMBEDMENT DEPTH (FT)
STANDARD CATCH BASIN SOIL TYPE WIND SPEED (MPH)
1 4 1 " 3 4" LIFTING HOOK DETAIL 90 105 120
SOFT CLAY 5.5 6 6.5
1 1
8" 1" 8" STIFF CLAY 4.5 5 5.5
VERY STILL CLAY 4 4.5 5
HARD CLAY 3.5 4 4.5
LOOSE SAND 6 6.5 7
Medium Dense Sand 5.5 6 6.5
Dense Sand 5 6 6.5
CHAIN LINK FENCE 6' HIGH
1 2 1 " 2 4 3 " #6 REBAR (1'-6" FOR 1
SHALLOW BASINS C-523
SECTION B-B
NOTE:
PROVIDE 4 LIFITING HOOKS PER BASIN AT
MIDPOINT OF EACH WALL.
STANDARD CAST IRON FRAME FODRRAWN BY: RMH
CITY OF NEW ROCHELLE REVIEWED BY: AAL
CATCH BASINS AND INLETS
SCALE: NOT TO SCALE
DEPARTMENT OF PUBLIC WORKS DATE ISSUED: 11/10/2022
515 NORTH AVENUE DRAWING NO.
NEW ROCHELLE, NY 10801 CNR-02-230
(914) 654-2130 FAX: (914) 654-2195 REV. NO. DATE DESCRIPTION APPD.
NOTES:
SILTSACK WITH CURB DEFLECTOR
3
C-523
"41
1
"1
3 "4
2
1
1
"4
"23
5 "8
"5
3
52
"4 "62
"5
1
7
"8
'3
STANDARD CONSTRUCTION DETAIL
1 81"
1 81"
1"
1/2" GRADE 60 STEEL
A
REINFORCEMENT
SECTION A-A
A
14 21"
SIDE ELEVATION
PLAN
14 21" 5 8 7 "
13 1
2"
FRONT ELEVATION
ANCHORAGE DETAIL
PLASTIC MANHOLE STEP (COPOLYDMRAEWRN BY: RMH
CITY OF NEW ROCHELLE POLYPROPYLENE PLASTIC) REVIEWED BY: AAL
SCALE: NOT TO SCALE
DEPARTMENT OF PUBLIC WORKS DATE ISSUED: 11/10/2022
515 NORTH AVENUE DRAWING NO.
NEW ROCHELLE, NY 10801 CNR-02-190
(914) 654-2130 FAX: (914) 654-2195 REV. NO. DATE DESCRIPTION APPD.
3
9
"61
5
3
"61
PREPARED FOR
NOTES:
YARD DRAIN
2
C-523
REVISIONS
NO. REVISION DATE
DRAWN/DESIGN BY CHECKED BY
GPI PROJECT/CONTRACT NO.:
ANIRAM
NOSDUH
TCEJORP
NOITACOLER
KNAT
LEUF
DAOR
MAHLEP
22
10801
KROY
WEN
,ELLEHCOR
WEN
CITY OF NEW ROCHELLE
515 NORTH AVENUE
NEW ROCHELLE, NY 10801
BID DOCUMENTS
5/25/2026
ABJ RJT
SITE
DETAILS
ALB-2300027.00
C-523
SHEET OF
10 15
THE ALTERATION OF THIS DOCUMENT IN ANY WAY, UNLESS UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW.