45 Jefferson Avenue_WDDO
Salem Historical Commission
98 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970
(978) 619-5685
WAIVER OF THE DEMOLITION DELAY ORDINANCE
It is hereby certified that the Salem Historical Commission has waived the Demolition Delay Ordinance
for the proposed demolition as described below, as per the requirements set forth in the Historic District's
Act (M.G.L. Ch. 40C) and the Salem Historic Districts Ordinance.
Address of Property: 45 Jefferson Avenue
Name of Record Owner: ZXE, LLC
Description of Demolition Work Proposed:
Demolish building older than 50 years.
Per the Demolition Delay Ordinance, the Commission made the following findings:
1) The Commission voted unanimously to find the building not historically significant.
2) Request for exterior and interior photos of the building prior to demolition.
Waiver is conditional upon the following provisions:
• Submission of three-quarter view photographs of all elevations of existing buildings;
• Submission of interior photographs for both buildings;
• Submission of all building dimensions; and
• All above items to be submitted to Commission before a demolition permit is issued.
Dated: January 8, 2026 SALEM HISTORICAL COMMISSION
By:
THIS IS NOT A DEMOLITION OR BUILDING PERMIT. Please be sure to obtain the
appropriate permits from the Inspector of Buildings (or any other necessary permits or approvals)
prior to commencing work.
ROAD / STREET / AVENUE
ZONE RC
ZONE I
ZONE R1
ZONE B4
ZONE R2
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SCALE:PROJECT ID:
DRAWING:
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JOSHUA H. KLINE, P.E.
MASSACHUSETTS LICENSE No. 53936
LICENSED PROFESSIONAL ENGINEER
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ASSESSOR'S MAP 25 | PARCEL 653
45 JEFFERSON AVENUE
SALEM, ESSEX COUNTY, MASSACHUSETTS
PLANS PREPARED BY:
AERIAL MAP
SCALE: 1" = 200'±
SOURCE: NEARMAP AERIAL; DATED JULY 30, 2025
PLAN REFERENCE MATERIALS:
1.THIS PLAN SET REFERENCES THE FOLLOWING DOCUMENTS INCLUDING,
BUT NOT LIMITED TO:
·EXISTING CONDITIONS PLAN; PREPARED BY C.L.G. ASSOCIATES,
DATED OCTOBER 4, 2023
·ARCHITECTURAL PLANS; PREPARED BY GROUNDWORK, Ltd., DATED
NOVEMBER 4, 2025
·GEOTECHNICAL REPORT; PREPARED BY WHITESTONE ASSOCIATES,
DATED OCTOBER 24, 2025
·NEARMAP AERIAL, DATED JULY 30, 2025
·ZONING DISTRICT MAP; PREPARED BY THE CITY OF SALEM, DATED
JULY 2024
·USGS LIDAR: CENTRAL EASTERN MASSACHUSETTS, DATED 2021
2.ALL REFERENCE MATERIAL LISTED ABOVE SHALL BE CONSIDERED A PART
OF THIS PLAN SET AND ALL INFORMATION CONTAINED WITHIN THESE
MATERIALS SHALL BE UTILIZED IN CONJUNCTION WITH THIS PLAN SET.
THE CONTRACTOR IS RESPONSIBLE TO OBTAIN A COPY OF EACH
REFERENCE AND REVIEW IT THOROUGHLY PRIOR TO THE START OF
CONSTRUCTION.
AS SHOWN
COVER SHEET
C-1
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Know what's below
Call before you dig.
KEY MAP
SCALE: 1" = 2000'±
SOURCE: USGS SALEM, MARBLEHEAD NORTH & LYNN QUADRANGLE MASSACHUSETTS - ESSEX COUNTY 7.5-MINUTE SERIES; DATED 2024
TAX & ZONING MAP
SCALE: 1" = 200'±
SOURCE: ZONING DISTRICT AND OVERLAY DISTRICT, SALEM, MA; DATED JULY 2024
SITE PLAN SET
FOR
ZXE, LLC
PROPOSED SELF-STORAGE FACILITY
APPLICANT
ZXE, LLC
45 JEFFERSON AVENUE
SALEM, MA 01970
TODD WALLER
TODDHWALLER@GMAIL.COM
ATTORNEY
SCOTT GROVER
27 CONGRESS STREET, SUITE 414
SALEM, MA 01970
(978) 745-8065
SMGROVER@TINTINAVINS.COM
CITY OF SALEM 200' PROPERTY OWNERS LIST
MAP LOT OWNER OWNER'S ADDRESS
24 120 MASS BAY TRANS 53 JEFFERSON AVE, SALEM, MA 01970
25 285 BRUENJES EDGAR 101 BRADSTREET AVE, DANVERS, MA 01923
25 388 36-38 JEFFERSON AVENUE LLC 36-38 JEFFERSON AVE, SALEM, MA 01970
25 389 36-38 JEFFERSON AVENUE LLC 36-38 JEFFERSON AVE, SALEM, MA 01970
25 390 102 JACKSON STREET, LLC 102 JACKSON ST, SALEM, MA 01970
25 651 CITY OF SALEM
25 652 U-HAUL REAL ESTATE COMPANY PO BOX 29046, PHOENIX, AZ 85038-9046
25 654 NEWARK GROUP dba N.S. RECYCLED PO BOX 92108, AUSTIN, TX 78709
PROJECT SITE
Rutherford, NJ ·New York, NY ·Salem, MA ·Providence, RI
Princeton, NJ ·Tampa, FL ·Birmingham, MI
www.stonefieldeng.com
120 Washington Street, Suite 201, Salem, MA 01970
Phone 617.203.2076
JACKSON S
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HANCOCK STREET
GARDNER STREET
LYME STREET
CYRPRESS STREET
CEDAR STREET
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MAP 25
LOT 652
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MAP 24
LOT 120
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LOT 654
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LOT 390
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LOT 388
LOT 3
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MARGIN STREET
ZONING LEGEND:
(RC) - RESIDENTIAL
CONSERVATION
(I) - INDUSTRIAL
(RI) - RESIDENTIAL
ONE-FAMILY
(B4) - BUSINESS WHOLESALE
AND AUTOMOTIVE
(C-ROD) - COASTAL
RESILIENCY OVERLAY
(R2) - RESIDENTIAL
TWO-FAMILY
(ECOD) - ENTRANCE
CORRIDOR OVERLAY
200' SITE RADIUS
PROJECT SITE
200' SITE RADIUS
PROJECT SITE
SHEET INDEX
DRAWING TITLE SHEET #
COVER SHEET C-1
EXISTING CONDITIONS PLAN C-2
DEMOLITION PLAN C-3
SITE PLAN C-4
GRADING & DRAINAGE PLAN C-5
UTILITY PLAN C-6
LIGHTING PLAN C-7
SOIL EROSION & SEDIMENT CONTROL PLAN C-8
SOIL EROSION & SEDIMENT CONTROL DETAILS C-9
LANDSCAPE PLAN C-10
LANDSCAPE DETAILS C-11
CONSTRUCTION DETAILS C-12 - C-14
W W W W W W W
SAN SAN SAN SAN SAN SAN SAN SAN
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X SURVEY NOTES:
1.THE SURVEY LISTED WITHIN THE PLAN REFERENCES ON THE COVER
SHEET SHALL BE CONSIDERED A PART OF THIS PLAN SET AND ALL
INFORMATION CONTAINED WITHIN THE SURVEY AND ASSOCIATED
DOCUMENTS SHALL BE UTILIZED IN CONJUNCTION WITH THIS PLAN
SET. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN A COPY OF THE
SURVEY AND REVIEW IT THOROUGHLY PRIOR TO THE START OF
CONSTRUCTION.
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DRAWING:
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JOSHUA H. KLINE, P.E.
MASSACHUSETTS LICENSE No. 53936
LICENSED PROFESSIONAL ENGINEER
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GRAPHIC SCALE IN FEET
0'40'20'20'
1" = 20'
1" = 20'
EXISTING CONDITIONS
PLAN
C-2
SYMBOL DESCRIPTION
MAJOR CONTOUR
GRADE SPOT SHOT100.00
UNDERGROUND GAS LINE
MINOR CONTOUR
CATCH BASIN
PROPERTY LINE
BUILDING
X X X X
GRANITE CURB
EDGE OF PAVEMENT
CHAIN LINK FENCE
WATER VALVE
GAS VALVE
UTILITY POLE
GV
WV
LIGHT POLE
TELE MAN HOLE
UNDERGROUND WATER LINE
UNDERGROUND SANITARY LINE
ADJACENT PROPERTY LINE
G
W
SAN
UNDERGROUND DRAINAGE LINED
SANITARY MAN HOLE
100
101
W W W W W W W
SAN SAN SAN SAN SAN SAN SAN SAN
G G G G G G G G G G G
G
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LODLODLODLODLODLOD
LO
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EXISTING BUILDING AND ASSOCIATED
IMPROVEMENTS TO BE REMOVED AND
BACKFILLED SUITABLY TO SUPPORT PROPOSED
SITE AREA AND BUILDING IMPROVEMENTS.
EXISTING UTILITIES TO BE DISCONNECTED IN
ACCORDANCE WITH UTILITY AUTHORITY.
EXISTING GARAGE AND ASSOCIATED
IMPROVEMENTS TO BE REMOVED AND
BACKFILLED SUITABLY TO SUPPORT PROPOSED
SITE AREA AND BUILDING IMPROVEMENTS.
EXISTING UTILITIES TO BE DISCONNECTED IN
ACCORDANCE WITH UTILITY AUTHORITY.
EXISTING SHED TO BE REMOVED
AND BACKFILLED SUITABLY TO
SUPPORT PROPOSED SITE AREA
AND BUILDING IMPROVEMENTS.
EXISTING LIGHT POLE
BE REMOVED
EXISTING CHAIN LINK FENCE TO
REMAIN AND BE PROTECTED
THROUGHOUT CONSTRUCTION.
SECTIONS TO BE REPAIRED OR
REPLACED AS REQUIRED
EXISTING CONCRETE
APRON TO BE REMOVED
EXISTING GRANITE
CURB TO BE REMOVED
EXISTING CATCH BASIN TO
REMAIN AND BE PROTECTED
THROUGHOUT CONSTRUCTION
EXISTING UTILITY POLE TO
REMAIN AND BE PROTECTED
THROUGHOUT CONSTRUCTION
EXISTING UTILITY POLE TO
REMAIN AND BE PROTECTED
THROUGHOUT CONSTRUCTION
LIMIT OF DISTURBANCE:
47,025 SF | 1.08 AC
LIMIT OF EXISTING CONCRETE
SIDEWALK TO BE REMOVED
APPROXIMATE LIMIT
OF FULL DEPTH
ASPHALT REMOVAL
LIMIT OF EXISTING CONCRETE
SIDEWALK AND GRANITE
CURBING TO BE REMOVED
EXISTING CHAIN LINK FENCE TO
REMAIN AND BE PROTECTED
THROUGHOUT CONSTRUCTION.
SECTIONS TO BE REPAIRED OR
REPLACED AS REQUIRED
EXISTING MANHOLE TO REMAIN
AND BE PROTECTED
THROUGHOUT CONSTRUCTION EXISTING GAS VALVE TO REMAIN
AND BE PROTECTED
THROUGHOUT CONSTRUCTION
LIMIT OF EXISTING GAS SERVICE
LINE TO BE REMOVED
EXISTING GAS VALVE
TO BE REMOVED
EXISTING WATER LATERAL TO BE
CUT & CAPPED AT PROPERTY LINE
IN ACCORDANCE WITH UTILITY
AUTHORITY REQUIREMENTS
DEMOLITION NOTES
1.THE WORK REFLECTED ON THE DEMOLITION PLAN IS TO PROVIDE
GENERAL INFORMATION TOWARDS THE EXISTING ITEMS TO BE
DEMOLISHED AND/OR REMOVED. THE CONTRACTOR IS RESPONSIBLE
TO REVIEW THE ENTIRE PLAN SET AND ASSOCIATED
REPORTS/REFERENCE DOCUMENTS INCLUDING ALL DEMOLITION
ACTIVITIES AND INCIDENTAL TASKS NECESSARY TO COMPLETE THE
SITE IMPROVEMENTS.
2.THE CONTRACTOR IS RESPONSIBLE TO DETERMINE THE MEANS AND
METHODS OF DEMOLITION ACTIVITIES.
3.EXPLOSIVES SHALL NOT BE USED UNLESS WRITTEN CONSENT FROM
BOTH THE OWNER AND ANY APPLICABLE GOVERNING AGENCY IS
OBTAINED. BEFORE THE START OF ANY EXPLOSIVE PROGRAM, THE
CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL LOCAL, STATE, AND
FEDERAL PERMITS. ADDITIONALLY, THE CONTRACTOR WILL BE
RESPONSIBLE FOR ALL SEISMIC TESTING AS REQUIRED AND ANY
DAMAGES AS THE RESULT OF SAID DEMOLITION PRACTICES.
4.ALL DEMOLITION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE
WITH LOCAL, STATE, AND FEDERAL CODES. THE CONTRACTOR IS
RESPONSIBLE FOR ENSURING ALL UTILITIES ARE DISCONNECTED IN
ACCORDANCE WITH THE UTILITY AUTHORITY'S REQUIREMENTS
PRIOR TO STARTING THE DEMOLITION OF ANY STRUCTURE. ALL
EXCAVATIONS ASSOCIATED WITH DEMOLISHED STRUCTURES OR
REMOVED TANKS SHALL BE BACKFILLED WITH SUITABLE MATERIAL
AND COMPACTED TO SUPPORT SITE AND BUILDING IMPROVEMENTS.
A GEOTECHNICAL ENGINEER SHOULD BE PRESENT DURING
BACKFILLING ACTIVITIES TO OBSERVE AND CERTIFY THAT BACKFILL
MATERIAL WAS COMPACTED TO A SUITABLE CONDITION.
5.DEMOLISHED DEBRIS SHALL NOT BE BURIED ON SITE. ALL
WASTE/DEBRIS GENERATED FROM DEMOLITION ACTIVITIES SHALL BE
DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE AND
FEDERAL REQUIREMENTS. THE CONTRACTOR IS RESPONSIBLE TO
MAINTAIN ALL RECORDS OF THE DISPOSAL TO DEMONSTRATE
COMPLIANCE WITH THE ABOVE REGULATIONS.
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SCALE:PROJECT ID:
DRAWING:
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3
JOSHUA H. KLINE, P.E.
MASSACHUSETTS LICENSE No. 53936
LICENSED PROFESSIONAL ENGINEER
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GRAPHIC SCALE IN FEET
0'40'20'20'
1" = 20'
1" = 20'
SYMBOL DESCRIPTION
PROPERTY LINE
R
Know what's below
Call before you dig.
ALL SITE FEATURES WITHIN THE LIMIT OF
DISTURBANCE INDICATED ON THIS PLAN ARE TO
BE REMOVED / DEMOLISHED UNLESS OTHERWISE
NOTED. THE CONTRACTOR SHALL NOTIFY
STONEFIELD ENGINEERING & DESIGN, LLC. IF
SIGNIFICANT DISCREPANCIES ARE DISCERNED
BETWEEN THIS PLAN AND FIELD CONDITIONS
DEMOLITION PLAN
C-3
FEATURE TO BE REMOVED / DEMOLISHED
LOD LIMIT OF DISTURBANCE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
7
4
PROPOSED
SELF-STORAGE
FACILITY
(±22,650 SF 1ST-2ND FLOORS)
(±27,350 SF 3RD-4TH FLOORS)
(±100,000 SF GFA)
30 FT REAR YARD SETBACK
30 FT FRONT YARD SETBACK
30
F
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B
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30
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17
.
7
'
5.0'
10
'
12
'
24
'
40'
10'
R
10' R
1
5
'
R
5'
R
61
.
2
'
10
'
27
2
.
0
'
92.0'
31
.
2
'
28.2'
2' R2' R
6.8'
6.4'
10
'
5'
20'
20'
PROPOSED EV READY ADA
PARKING SPACE AND AISLE
PROPOSED 8" BOLLARDS
AROUND COLUMNS (TYPICAL)
PROPOSED CONCRETE
CURB (TYPICAL)
BUILDING COLUMN
(TYPICAL)
PROPOSED ADA
PARKING SIGN AND
VAN-ACCESSIBLE SIGN
PROPOSED 'STOP' (R1-1)
SIGN AND STOP BAR
LIMIT OF BUILDING
ABOVE (TYPICAL)
PROPOSED EV READY
PARKING SPACE
EXISTING UTILITY POLE
TO BE RELOCATED
PROPOSED
GRANITE CURB
PROPOSED CONCRETE
DRIVEWAY APRON
PROPOSED
GRANITE CURB
PROPOSED ASPHALT
SAWCUT LINE
LIMIT OF PROPOSED
CONCRETE SIDEWALK
LIMIT OF PROPOSED
CONCRETE SIDEWALK
LIMIT OF PROPOSED
GRANITE CURB
LIMIT OF PROPOSED
GRANITE CURB
PROPOSED 5' WIDE PEDESTRIAN
PATH WITH GORE STRIPING
SPACED 24" ON CENTER
12
'
EXISTING FENCE TO BE REPAIRED
OR REPLACED AS REQUIRED
PROPOSED CONCRETE PAD TO
MEET FLUSH WITH PROPOSED
ASPHALT PAVEMENT
PROPOSED CONCRETE PAD TO
MEET FLUSH WITH PROPOSED
ASPHALT PAVEMENT
20
'
(
T
Y
P
.
)
9' (TYP.)
5'
PROPOSED
DIRECTIONAL ARROW
PROPOSED GORE STRIPING 45° TO
DIRECTION OF TRAVEL (TYPICAL)
PROPOSED BUILDING
EGRESS WITH STEPS
AND HANDRAIL
PROPOSED BIKE RACK
(2-TYPICAL)
0.2'
5'
5'
5'
7'
24'
8'
8'8'
PROPOSED CONNECTION TO
PUBLIC RIGHT-OF-WAY
PROPOSED COCRETE
CURB RAMP
PROPOSED BUILDING
EGRESS WITH STEPS
AND HANDRAIL
PROPOSED CONCRETE
WHEEL STOP (TYPICAL)
PROPOSED ELECTRIC
ROOM
PROPOSED WATER
ROOM
24'
GENERAL NOTES
1.THE CONTRACTOR SHALL VERIFY AND FAMILIARIZE THEMSELVES
WITH THE EXISTING SITE CONDITIONS AND THE PROPOSED SCOPE
OF WORK (INCLUDING DIMENSIONS, LAYOUT, ETC.) PRIOR TO
INITIATING THE IMPROVEMENTS IDENTIFIED WITHIN THESE
DOCUMENTS. SHOULD ANY DISCREPANCY BE FOUND BETWEEN THE
EXISTING SITE CONDITIONS AND THE PROPOSED WORK THE
CONTRACTOR SHALL NOTIFY STONEFIELD ENGINEERING & DESIGN,
LLC. PRIOR TO THE START OF CONSTRUCTION.
2.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND
ENSURE THAT ALL REQUIRED APPROVALS HAVE BEEN OBTAINED
PRIOR TO THE START OF CONSTRUCTION. COPIES OF ALL REQUIRED
PERMITS AND APPROVALS SHALL BE KEPT ON SITE AT ALL TIMES
DURING CONSTRUCTION.
3.ALL CONTRACTORS WILL, TO THE FULLEST EXTENT PERMITTED BY
LAW, INDEMNIFY AND HOLD HARMLESS STONEFIELD ENGINEERING &
DESIGN, LLC. AND IT'S SUB-CONSULTANTS FROM AND AGAINST ANY
DAMAGES AND LIABILITIES INCLUDING ATTORNEY'S FEES ARISING
OUT OF CLAIMS BY EMPLOYEES OF THE CONTRACTOR IN ADDITION
TO CLAIMS CONNECTED TO THE PROJECT AS A RESULT OF NOT
CARRYING THE PROPER INSURANCE FOR WORKERS COMPENSATION,
LIABILITY INSURANCE, AND LIMITS OF COMMERCIAL GENERAL
LIABILITY INSURANCE.
4.THE CONTRACTOR SHALL NOT DEVIATE FROM THE PROPOSED
IMPROVEMENTS IDENTIFIED WITHIN THIS PLAN SET UNLESS APPROVAL
IS PROVIDED IN WRITING BY STONEFIELD ENGINEERING & DESIGN,
LLC.
5.THE CONTRACTOR IS RESPONSIBLE TO DETERMINE THE MEANS AND
METHODS OF CONSTRUCTION.
6.THE CONTRACTOR SHALL NOT PERFORM ANY WORK OR CAUSE
DISTURBANCE ON A PRIVATE PROPERTY NOT CONTROLLED BY THE
PERSON OR ENTITY WHO HAS AUTHORIZED THE WORK WITHOUT
PRIOR WRITTEN CONSENT FROM THE OWNER OF THE PRIVATE
PROPERTY.
7.THE CONTRACTOR IS RESPONSIBLE TO RESTORE ANY DAMAGED OR
UNDERMINED STRUCTURE OR SITE FEATURE THAT IS IDENTIFIED TO
REMAIN ON THE PLAN SET. ALL REPAIRS SHALL USE NEW MATERIALS
TO RESTORE THE FEATURE TO ITS EXISTING CONDITION AT THE
CONTRACTORS EXPENSE.
8.CONTRACTOR IS RESPONSIBLE TO PROVIDE THE APPROPRIATE SHOP
DRAWINGS, PRODUCT DATA, AND OTHER REQUIRED SUBMITTALS
FOR REVIEW. STONEFIELD ENGINEERING & DESIGN, LLC. WILL REVIEW
THE SUBMITTALS IN ACCORDANCE WITH THE DESIGN INTENT AS
REFLECTED WITHIN THE PLAN SET.
9.THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL IN
ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES, LATEST EDITION.
10.THE CONTRACTOR IS REQUIRED TO PERFORM ALL WORK IN THE
PUBLIC RIGHT-OF-WAY IN ACCORDANCE WITH THE APPROPRIATE
GOVERNING AUTHORITY AND SHALL BE RESPONSIBLE FOR THE
PROCUREMENT OF STREET OPENING PERMITS.
11.THE CONTRACTOR IS REQUIRED TO RETAIN AN OSHA CERTIFIED
SAFETY INSPECTOR TO BE PRESENT ON SITE AT ALL TIMES DURING
CONSTRUCTION & DEMOLITION ACTIVITIES.
12.SHOULD AN EMPLOYEE OF STONEFIELD ENGINEERING & DESIGN, LLC.
BE PRESENT ON SITE AT ANY TIME DURING CONSTRUCTION, IT DOES
NOT RELIEVE THE CONTRACTOR OF ANY OF THE RESPONSIBILITIES
AND REQUIREMENTS LISTED IN THE NOTES WITHIN THIS PLAN SET.
Z:
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TITLE:
SCALE:PROJECT ID:
DRAWING:
PR
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BOS-240013
1
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3
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6
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3
JOSHUA H. KLINE, P.E.
MASSACHUSETTS LICENSE No. 53936
LICENSED PROFESSIONAL ENGINEER
Ru
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GRAPHIC SCALE IN FEET
0'40'20'20'
1" = 20'
1" = 20'
SYMBOL DESCRIPTION
SAWCUT LINE
PROPOSED CURB
PROPOSED BUILDING
PROPOSED CONCRETE
SETBACK LINE
PROPOSED SIGN
PROPERTY LINE
PROPOSED BUILDING OVERHANG
LAND USE AND ZONING
ASSESSOR'S MAP 25, PARCEL 653
INDUSTRIAL (I) ZONE
ENTRANCE CORRIDOR OVERLAY (ECOD)
FLOOD HAZARD OVERLAY (FHOD)
COASTAL RESILIENCY OVERLAY (C-ROD)
PROPOSED USE
MINI-STORAGE WAREHOUSE FACILITY PERMITTED USE**
ZONING REQUIREMENT REQUIRED EXISTING PROPOSED
MINIMUM LOT AREA 40,000 SF 44,575 SF (1.05 AC.)NO CHANGE
MINIMUM LOT FRONTAGE 150 FT 130.0 FT (EN)NO CHANGE
MINIMUM LOT WIDTH 150 FT 129.6 FT (EN)NO CHANGE
MAXIMUM LOT COVERAGE (BUILDINGS)45%19.7% (8,796 SF)50.8% (22,654 SF) (PA)
MINIMUM OPEN SPACE N/S 2.7% (1,200 SF ±)16.4% (7,311 SF)
MINIMUM DEPTH OF FRONT YARD 30 FT 3.1 FT (EN)31.2 FT
MINIMUM WIDTH OF SIDE YARD 30 FT 14.5 FT (EN)5.0 FT (PA)
28.2 FT (PA)
MINIMUM DEPTH OF REAR YARD 30 FT 0.0 FT (EN)17.7 FT (PA)
MAXIMUM BUILDING HEIGHT***45 FT < 45 FT 59 FT (PA)
MAXIMUM HEIGHT OF RETAINING
WALLS, BOUNDARY WALLS & FENCES *
10 FT < 10 FT < 10 FT
(PA)
(EN)
N/S
*
**
***
PREVIOUSLY APPROVED. VARIANCE RELIEF GRANTED UNDER DECISION BY CITY OF SALEM BOARD OF
APPEALS, DATED DECEMBER 30, 2024
EXISTING NON-CONFORMITY
NOT SPECIFIED
BOUNDARY WALLS AND FENCES MAY ABUT THE LOT LINE
SPECIAL PERMIT REQUIRED FOR WORK WITHIN C-ROD
BUILDING HEIGHT SHALL BE MEASURED FROM THE SEA LEVEL RISE BASE FLOOD ELEVATION WITHIN C-ROD
ENTRANCE CORRIDOR OVERLAY DISTRICT REQUIREMENTS
CODE
SECTION REQUIRED EXISTING PROPOSED
§ 8.2.3.1 MAXIMUM NUMBER OF CURB CUTS: 2
MAXIMUM WIDTH OF CURB CUTS: 24 FT
2 CURB CUTS
25 FT AND 30 FT (EN)
1 CURB CUT
24 FT WIDE
§ 8.2.4.1 MAXIMUM HEIGHT OF FENCES ALONG
FRONT AND SIDE LOT LINES: 4 FT
8 FT AND 10 FT (EN)NO CHANGE
§ 8.2.4.2 CHAIN LINK AND WIRE FENCES ARE
PROHIBITED ALONG FRONT AND SIDE
LOT LINES
CHAIN LINK (EN)NO CHANGE
§ 8.2.5.1 ONE SHADE TREE FOR EVERY 3 PARKING
SPACES = (11 SPACES) * (1 TREE / 3 SPACES)
= 4 TREES REQUIRED
0 TREES (EN)4 TREES
(EN)EXISTING NON-CONFORMITY
OFF-STREET PARKING REQUIREMENTS
CODE SECTION REQUIRED PROPOSED
§ 5.1 REQUIRED PARKING (WAREHOUSE & INDUSTRIAL USE):
1 SPACE PER 2 EMPLOYEES + 1 SPACE PER 1,000 SF * =
(2 EMPLOYEES + 500 SF OFFICE) = 2 SPACES REQUIRED
* = EXCLUDING STORAGE AREAS
11 SPACES
§ 5.1.5.2 MINIMUM PARKING STALL DIMENSIONS: 9 FT x 19 FT 9 FT x 20 FT
§ 5.1.5.4 MINIMUM TWO-WAY AISLE WIDTH: 24 FT 24 FT
§ 5.1.5.6 MINIMUM DRIVEWAY WIDTH: 20 FT
MAXIMUM DRIVEWAY WIDTH: 30 FT
24 FT
§ 5.1.6.2 MINIMUM SETBACK FOR PARKING SPACES AND DRIVE AISLES
FROM ALL LOT LINES: 2 FT
0.2 FT (W)
(W)WAIVER
SITE PLAN
C-4
W W W W W W W
SAN SAN SAN SAN SAN SAN SAN SAN
G G G G G G G G G G G
G
D D D D D D D
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
G
G
G
G
SA
N
SA
N
SA
N
SA
N
SA
N
W
W
W
W
W
W
F
F
F
F
F
F
E/
T
/
C
E/
T
/
C
E/
T
/
C
E/
T
/
C
E E E
W W W W
G (EX)7.40
G 7.90
G 9.35
G 9.33
G 9.05
G 8.22
G 9.35 G 9.35
FF = 9.50
FF 9.50
G 9.33
G 9.33
G 7.75
TC
BC
7.60
7.10
FF 9.50
FF 9.50
G 9.33
G 9.33
G 9.33
G 9.33G9.33
G 8.17
TC
BC
9.84
9.34
G (EX)7.40
G 7.90
G 9.33
G 9.33
G 9.33 G 9.33
G 9.33
G 9.33
TC
BC
9.75
9.25
TC
BC
9.75
9.25
TC
BC
9.08
8.58
7.9'10.0'
8
PROPOSED 14 LF 12"
HDPE @ 0.50% SLOPE
9
G 9.00
9
9
PROPOSED R-TANK BASIN (B-2)
328 R-TANK UD SINGLE MODULES
(4 ROWS X 82 CHAMBERS/ROW)
TOP OF STONE: 7.43
TOP OF MODULE: 6.43
R-TANK MODULE INVERT:5.25
BOTTOM OF STONE: 5.00
ESHWT: 3.00
TC
BC
8.95
8.45
12
.
1
'
PROPOSED R-TANK BASIN (B-1)
180 R-TANK UD SINGLE MODULES
TOP OF STONE: 7.43
TOP OF MODULE: 6.43
R-TANK MODULE INVERT: 5.25
BOTTOM OF STONE: 5.00
ESHWT: 3.00
36
.
2
'
TC
BC
8.50
8.40
NO.D-101
TC:8.20
GRATE:8.01
12" INVERT (OUT):5.32
PROPOSED 2'Ø DEEP SUMP
CATCH BASIN
NO.D-103
TC:8.85
GRATE:8.35
12" INVERT (OUT):5.29
PROPOSED 2'Ø DEEP SUMP
CATCH BASIN
NO.D-102
TC:8.85
GRATE:8.30
12" INVERT (OUT):5.29
PROPOSED 2'Ø DEEP SUMP
CATCH BASIN
PROPOSED 8 LF 12"
HDPE @ 0.50% SLOPE
PROPOSED 8 LF 12"
HDPE @ 0.50% SLOPE
NO.D-104
GRATE:8.35
12" INVERT (OUT):5.29
PROPOSED 2'Ø DEEP SUMP
CATCH BASIN
PROPOSED 8 LF 12"
HDPE @ 0.50% SLOPE
PROPOSED BASIN
CONNECTION
INVERT: 52.25
PROPOSED BASIN
CONNECTION
INVERT: 52.25
PROPOSED BASIN
CONNECTION
INVERT: 52.25
PROPOSED BASIN
CONNECTION
INVERT: 52.25
G 9.05 G 9.05
NO.T-101
GRATE:8.01
8" INVERT (OUT):5.32
PROPOSED TRENCH
DRAIN
10.0'
10.0'
9.
2
'
TC
BC
8.50
8.00
G 7.95
PROPOSED BASIN OUTLET
WITH STONE OUTLET
PROTECTION INVERT: 8.25
9
9
9
9
8
8
8
G 9.05
PROPOSED 4" ROOF
LEADER AT MINIMUM
1.00% SLOPE (TYPICAL)
GRADING NOTES
1.ALL SOIL AND MATERIAL REMOVED FROM THE SITE SHALL BE
DISPOSED OF IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL
REQUIREMENTS. ANY GROUNDWATER DE-WATERING PRACTICES
SHALL BE PERFORMED UNDER THE SUPERVISION OF A QUALIFIED
PROFESSIONAL. THE CONTRACTOR IS REQUIRED TO OBTAIN ALL
NECESSARY PERMITS FOR THE DISCHARGE OF DE-WATERED
GROUNDWATER. ALL SOIL IMPORTED TO THE SITE SHALL BE
CERTIFIED CLEAN FILL. CONTRACTOR SHALL MAINTAIN RECORDS OF
ALL FILL MATERIALS BROUGHT TO THE SITE.
2.THE CONTRACTOR IS REQUIRED TO PROVIDE TEMPORARY AND/OR
PERMANENT SHORING WHERE REQUIRED DURING EXCAVATION
ACTIVITIES, INCLUDING BUT NOT LIMITED TO UTILITY TRENCHES, TO
ENSURE THE STRUCTURAL INTEGRITY OF NEARBY STRUCTURES AND
STABILITY OF THE SURROUNDING SOILS.
3.PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 4 INCHES TO 7
INCHES ABOVE EXISTING GRADES UNLESS OTHERWISE NOTED. THE
CONTRACTOR WILL SUPPLY ALL STAKEOUT CURB GRADE SHEETS TO
STONEFIELD ENGINEERING & DESIGN, LLC. FOR REVIEW AND
APPROVAL PRIOR TO POURING CURBS.
4.THE CONTRACTOR IS RESPONSIBLE TO SET ALL PROPOSED UTILITY
COVERS AND RESET ALL EXISTING UTILITY COVERS WITHIN THE
PROJECT LIMITS TO PROPOSED GRADE IN ACCORDANCE WITH ANY
APPLICABLE MUNICIPAL, COUNTY, STATE AND/OR UTILITY
AUTHORITY REGULATIONS.
5.MINIMUM SLOPE REQUIREMENTS TO PREVENT PONDING SHALL BE AS
FOLLOWS:
·CURB GUTTER:0.50%
·CONCRETE SURFACES:1.00%
·ASPHALT SURFACES:1.00%
6.A MINIMUM SLOPE OF 1.00% SHALL BE PROVIDED AWAY FROM ALL
BUILDINGS. THE CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE
FROM THE BUILDING IS ACHIEVED AND SHALL NOTIFY STONEFIELD
ENGINEERING & DESIGN, LLC. IF THIS CONDITION CANNOT BE MET.
7.FOR PROJECTS WHERE BASEMENTS ARE PROPOSED, THE DEVELOPER IS
RESPONSIBLE TO DETERMINE THE DEPTH TO GROUNDWATER AT THE
LOCATION OF THE PROPOSED STRUCTURE. IF GROUNDWATER IS
ENCOUNTERED WITHIN THE BASEMENT AREA, SPECIAL
CONSTRUCTION METHODS SHALL BE UTILIZED AND
REVIEWED/APPROVED BY THE CONSTRUCTION CODE OFFICIAL. IF
SUMP PUMPS ARE UTILIZED, ALL DISCHARGES SHALL BE CONNECTED
DIRECTLY TO THE PUBLIC STORM SEWER SYSTEM WITH APPROVAL
FROM THE GOVERNING STORM SEWER SYSTEM AUTHORITY.
ADA NOTES
1.THE CONTRACTOR SHALL MAINTAIN A MAXIMUM 2.00% SLOPE IN
ANY DIRECTION WITHIN THE ADA PARKING SPACES AND ACCESS
AISLES.
2.THE CONTRACTOR SHALL PROVIDE COMPLIANT SIGNAGE AT ALL
ADA PARKING AREAS IN ACCORDANCE WITH STATE GUIDELINES.
3.THE CONTRACTOR SHALL MAINTAIN A MAXIMUM 5.00% RUNNING
SLOPE AND A MAXIMUM OF 2.00% CROSS SLOPE ALONG WALKWAYS
WITHIN THE ACCESSIBLE PATH OF TRAVEL (SEE THE SITE PLAN FOR
THE LOCATION OF THE ACCESSIBLE PATH). THE CONTRACTOR IS
RESPONSIBLE TO ENSURE THE ACCESSIBLE PATH OF TRAVEL IS 36
INCHES WIDE OR GREATER UNLESS INDICATED OTHERWISE WITHIN
THE PLAN SET.
4.THE CONTRACTOR SHALL MAINTAIN A MAXIMUM 2.00% SLOPE IN
ANY DIRECTION AT ALL LANDINGS. LANDINGS INCLUDE, BUT ARE
NOT LIMITED TO, THE TOP AND BOTTOM OF AN ACCESSIBLE RAMP,
AT ACCESSIBLE BUILDING ENTRANCES, AT AN AREA IN FRONT OF A
WALK-UP ATM, AND AT TURNING SPACES ALONG THE ACCESSIBLE
PATH OF TRAVEL. THE LANDING AREA SHALL HAVE A MINIMUM
CLEAR AREA OF 60 INCHES BY 60 INCHES UNLESS INDICATED
OTHERWISE WITHIN THE PLAN SET.
5.THE CONTRACTOR SHALL MAINTAIN A MAXIMUM 8.33% RUNNING
SLOPE AND A MAXIMUM 2.00% CROSS SLOPE ON ANY CURB RAMPS
ALONG THE ACCESSIBLE PATH OF TRAVEL. WHERE PROVIDED, CURB
RAMP FLARES SHALL NOT HAVE A SLOPE GREATER THAN 10.00% IF A
LANDING AREA IS PROVIDED AT THE TOP OF THE RAMP. FOR
ALTERATIONS, A CURB RAMP FLARES SHALL NOT HAVE A SLOPE
GREATER THAN 8.33% IF A LANDING AREA IS NOT PROVIDED AT THE
TOP OF THE RAMP. CURBS RAMPS SHALL NOT RISE MORE THAN 6
INCHES IN ELEVATION WITHOUT A HANDRAIL. THE CLEAR WIDTH
OF A CURB RAMP SHALL BE NO LESS THAN 36 INCHES WIDE.
6.ACCESSIBLE RAMPS WITH A RISE GREATER THAN 6 INCHES SHALL
CONTAIN COMPLIANT HANDRAILS ON BOTH SIDES OF THE RAMP
AND SHALL NOT RISE MORE THAN 30” IN ELEVATION WITHOUT A
LANDING AREA IN BETWEEN RAMP RUNS. LANDING AREAS SHALL
ALSO BE PROVIDED AT THE TOP AND BOTTOM OF THE RAMP.
7.A SLIP RESISTANT SURFACE SHALL BE CONSTRUCTED ALONG THE
ACCESSIBLE PATH AND WITHIN ADA PARKING AREAS.
8.THE CONTRACTOR SHALL ENSURE A MAXIMUM OF ¼ INCHES
VERTICAL CHANGE IN LEVEL ALONG THE ACCESSIBLE PATH. WHERE
A CHANGE IN LEVEL BETWEEN ¼ INCHES AND ½ INCHES EXISTS,
CONTRACTOR SHALL ENSURE THAT THE TOP ¼ INCH CHANGE IN
LEVEL IS BEVELED WITH A SLOPE NOT STEEPER THAN 1 UNIT
VERTICAL AND 2 UNITS HORIZONTAL (2:1 SLOPE).
9.THE CONTRACTOR SHALL ENSURE THAT ANY OPENINGS (GAPS OR
HORIZONTAL SEPARATION) ALONG THE ACCESSIBLE PATH SHALL
NOT ALLOW PASSAGE OF A SPHERE GREATER THAN ½ INCH.
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SCALE:PROJECT ID:
DRAWING:
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JOSHUA H. KLINE, P.E.
MASSACHUSETTS LICENSE No. 53936
LICENSED PROFESSIONAL ENGINEER
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GRAPHIC SCALE IN FEET
0'40'20'20'
1" = 20'
1" = 20'
RIDGELINE
PROPERTY LINE
SYMBOL DESCRIPTION
PROPOSED GRADING CONTOUR
PROPOSED GRADING RIDGELINE
PROPOSED DIRECTION OF DRAINAGE FLOW
PROPOSED GRADE SPOT SHOT
PROPOSED TOP OF CURB /
BOTTOM OF CURB SPOT SHOT
TC 100.50
BC 100.00
G 100.00
100
GRADING & DRAINAGE
PLAN
C-5
DRAINAGE AND UTILITY NOTES
1.THE CONTRACTOR TO PERFORM A TEST PIT PRIOR TO CONSTRUCTION
(RECOMMEND 30 DAYS PRIOR) AT LOCATIONS OF EXISTING UTILITY CROSSINGS
FOR STORMWATER IMPROVEMENTS. SHOULD A CONFLICT EXIST, THE
CONTRACTOR SHALL IMMEDIATELY NOTIFY STONEFIELD ENGINEERING &
DESIGN, LLC. IN WRITING.
2.CONTRACTOR SHALL START CONSTRUCTION OF STORM LINES AT THE LOWEST
INVERT AND WORK UP-GRADIENT.
3.THE CONTRACTOR IS REQUIRED TO CALL THE APPROPRIATE AUTHORITY FOR
NOTICE OF CONSTRUCTION/EXCAVATION AND UTILITY MARK OUT PRIOR TO
THE START OF CONSTRUCTION IN ACCORDANCE WITH STATE LAW.
CONTRACTOR IS REQUIRED TO CONFIRM THE HORIZONTAL AND VERTICAL
LOCATION OF UTILITIES IN THE FIELD. SHOULD A DISCREPANCY EXIST BETWEEN
THE FIELD LOCATION OF A UTILITY AND THE LOCATION SHOWN ON THE PLAN
SET OR SURVEY, THE CONTRACTOR SHALL NOTIFY STONEFIELD ENGINEERING &
DESIGN, LLC. IMMEDIATELY IN WRITING.
4.THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN A RECORD OF THE AS-BUILT
LOCATIONS OF ALL PROPOSED UNDERGROUND INFRASTRUCTURE. THE
CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN THE AS-BUILT
LOCATIONS AND THE LOCATIONS DEPICTED WITHIN THE PLAN SET. THIS
RECORD SHALL BE PROVIDED TO THE OWNER FOLLOWING COMPLETION OF
WORK.
EXCAVATION, SOIL PREPARATION, AND DEWATERING NOTES
1.THE CONTRACTOR IS REQUIRED TO REVIEW THE REFERENCED GEOTECHNICAL
DOCUMENTS PRIOR TO CONSTRUCTION, THESE DOCUMENTS SHALL BE
CONSIDERED A PART OF THE PLAN SET.
2.THE CONTRACTOR IS REQUIRED TO PREPARE SUBGRADE SOILS BENEATH ALL
PROPOSED IMPROVEMENTS AND BACKFILL ALL EXCAVATIONS IN ACCORDANCE
WITH RECOMMENDATIONS BY THE GEOTECHNICAL ENGINEER OF RECORD.
3.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SHORING FOR ALL
EXCAVATIONS AS REQUIRED. CONTRACTOR SHALL HAVE THE SHORING DESIGN
PREPARED BY A QUALIFIED PROFESSIONAL. SHORING DESIGNS SHALL BE
SUBMITTED TO STONEFIELD ENGINEERING & DESIGN, LLC. AND THE OWNER
PRIOR TO THE START OF CONSTRUCTION.
4.THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL OPEN
EXCAVATIONS ARE PERFORMED AND PROTECTED IN ACCORDANCE WITH THE
LATEST OSHA REGULATIONS.
5.THE CONTRACTOR IS RESPONSIBLE FOR ANY DEWATERING DESIGN AND
OPERATIONS, AS REQUIRED, TO CONSTRUCT THE PROPOSED IMPROVEMENTS.
THE CONTRACTOR SHALL OBTAIN ANY REQUIRED PERMITS FOR DEWATERING
OPERATIONS AND GROUNDWATER DISPOSAL.
STORMWATER INFILTRATION BMP CONSTRUCTION NOTES
1.PRIOR TO THE START OF CONSTRUCTION, ANY AREA DESIGNATED TO BE USED
FOR AN INFILTRATION BMP (E.G. BASIN, BIORETENTION AREA, ETC.) SHALL BE
FENCED OFF AND SHALL NOT BE UTILIZED AS STORAGE FOR CONSTRUCTION
EQUIPMENT OR AS A STOCKPILE AREA FOR CONSTRUCTION MATERIALS. NO
ACTIVITY SHALL BE PERMITTED WITHIN THE INFILTRATION BASIN AREA UNLESS
RELATED TO THE CONSTRUCTION OF THE INFILTRATION BASIN. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY ALL SUBCONTRACTORS OF
BASIN AREA RESTRICTIONS.
2.THE CONTRACTOR SHALL MAKE EVERY EFFORT, WHERE PRACTICAL, TO AVOID
SUBGRADE SOIL COMPACTION IN THE AREAS DESIGNATED TO BE USED FOR AN
INFILTRATION BMP.
3.ALL EXCAVATION WITHIN THE LIMITS OF ANY INFILTRATION BMP SHALL BE
PERFORMED WITH THE LIGHTEST PRACTICAL EXCAVATION EQUIPMENT. ALL
EXCAVATION EQUIPMENT SHALL BE PLACED OUTSIDE THE LIMITS OF THE BASIN
WHERE FEASIBLE. THE USE OF LIGHT-WEIGHT, RUBBER-TIRED EQUIPMENT (LESS
THAN 8 PSI APPLIED TO THE GROUND SURFACE) IS RECOMMENDED WITHIN THE
BASIN LIMITS.
4.THE SEQUENCE OF SITE CONSTRUCTION SHALL BE COORDINATED WITH BASIN
CONSTRUCTION TO ADHERE TO SEQUENCING LIMITATIONS.
5.DURING THE FINAL GRADING OF AN INFILTRATION BASIN, THE BOTTOM OF THE
BASIN SHALL BE DEEPLY TILLED WITH A ROTARY TILLER OR DISC HARROW AND
THEN SMOOTHED OUT WITH A LEVELING DRAW OR EQUIVALENT GRADING
EQUIPMENT. ALL GRADING EQUIPMENT SHALL BE LOCATED OUTSIDE OF THE
BASIN BOTTOM WHERE FEASIBLE.
6.THE CONTRACTOR SHALL NOTIFY THE MUNICIPALITY TO DETERMINE IF
WITNESS TESTING IS REQUIRED DURING INFILTRATION BASIN EXCAVATION
AND/OR SOIL INFILTRATION TESTING.
STORMWATER UNDERGROUND BMP CONSTRUCTION NOTES
1.THE CONTRACTOR SHALL INSTALL AND BACKFILL THE UNDERGROUND BMP IN
ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.
2.UNDERGROUND BASINS SHALL UTILIZE A STONE BACKFILL WITH A MINIMUM
VOID RATIO OF 40%.
3.NO CONSTRUCTION LOADING OVER UNDERGROUND BASINS IS PERMITTED
UNTIL BACKFILL IS COMPLETE PER THE MANUFACTURER'S SPECIFICATIONS. NO
VEHICLES SHALL BE STAGED OR OPERATE FROM A FIXED POSITION OVER THE
BASIN.
W W W W W W W
SAN SAN SAN SAN SAN SAN SAN SAN
G G G G G G G G G G G
G
D D D D D D D
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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X
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X
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FF = 9.50
8
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PROPOSED DROP POLE FOR NEW ELECTRICAL /
TELECOMMUNICATION SERVICE
W W W W
PROPOSED CONNECTION TO EXISTING WATER
MAIN VIA SADDLE TAP IN ACCORDANCE WITH
CITY REGULATIONS. CONTRACTOR TO
COORDINATE WITH SALEM WATER & SEWER
DEPARTMENT PRIOR TO CONSTRUCTION
PROPOSED ELECTRICAL /
TELECOMMUNICATION SERVICE
CONNECTION TO BUILDING
PROPOSED ELECTRICAL CONDUIT
FOR FUTURE EV SPACES
PROPOSED WATER SERVICE
CONNECTION TO BUILDING
PROPOSED GAS SERVICE
CONNECTION TO BUILDING
PROPOSED 2" COPPER TYPE K DOMESTIC
WATER LINE IN ACCORDANCE WITH
CITY REQUIREMENTS
PROPOSED 6" CLDI CLASS 52 FIRE SERVICE IN
ACCORDANCE WITH CITY REQUIREMENTS
PROPOSED CONNECTION TO EXISTING
UTILITY POLE. CONTRACTOR TO
COORDINATE WITH APPLICABLE UTILITY
AUTHORITY PRIOR TO CONSTRUCTION
PROPOSED ELECTRICAL /
TELECOMMUNICATION SERVICE
PROPOSED SANITARY SEWER
CONNECTION TO BUILDING
INV = 4.50
PROPOSED CONNECTION TO
EXISTING SEWER MAIN
(INVERT TO BE FIELD VERIFIED)
PROPOSED 4" SDR-35 PVC SANITARY
SERVICE AT MINIMUM 2.08% SLOPE
PROPOSED CONNECTION TO EXISTING
GAS VALVE. CONTRACTOR TO
COORDINATE WITH APPLICABLE UTILITY
AUTHORITY PRIOR TO CONSTRUCTION
PROPOSED
GAS SERVICE
PROPOSED CLEANOUT &
BACKWATER VALVE
PROPOSED
CURB BOX
DRAINAGE AND UTILITY NOTES
1.THE CONTRACTOR IS REQUIRED TO CALL THE APPROPRIATE
AUTHORITY FOR NOTICE OF CONSTRUCTION/EXCAVATION AND
UTILITY MARK OUT PRIOR TO THE START OF CONSTRUCTION IN
ACCORDANCE WITH STATE LAW. CONTRACTOR IS REQUIRED TO
CONFIRM THE HORIZONTAL AND VERTICAL LOCATION OF UTILITIES
IN THE FIELD. SHOULD A DISCREPANCY EXIST BETWEEN THE FIELD
LOCATION OF A UTILITY AND THE LOCATION SHOWN ON THE PLAN
SET OR SURVEY, THE CONTRACTOR SHALL NOTIFY STONEFIELD
ENGINEERING & DESIGN, LLC. IMMEDIATELY IN WRITING.
2.THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN IN
OPERATION ALL UTILITIES NOT DESIGNATED TO BE REMOVED.
3.THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO
ANY EXISTING UTILITY IDENTIFIED TO REMAIN WITHIN THE LIMITS OF
THE PROPOSED WORK DURING CONSTRUCTION.
4.A MINIMUM HORIZONTAL SEPARATION OF 10 FEET IS REQUIRED
BETWEEN ANY SANITARY SEWER SERVICE AND ANY WATER LINES. IF
THIS SEPARATION CANNOT BE PROVIDED, A CONCRETE
ENCASEMENT SHALL BE UTILIZED FOR THE SANITARY SEWER SERVICE
AS APPROVED BY STONEFIELD ENGINEERING & DESIGN, LLC.
5.ALL WATER LINES SHALL BE VERTICALLY SEPARATED ABOVE SANITARY
SEWER LINES BY A MINIMUM DISTANCE OF 18 INCHES. IF THIS
SEPARATION CANNOT BE PROVIDED, A CONCRETE ENCASEMENT
SHALL BE UTILIZED FOR THE SANITARY SEWER SERVICE AS APPROVED
BY STONEFIELD ENGINEERING & DESIGN, LLC.
6.THE CONTRACTOR TO PERFORM A TEST PIT PRIOR TO
CONSTRUCTION (RECOMMEND 30 DAYS PRIOR) AT LOCATIONS OF
EXISTING UTILITY CROSSINGS FOR WATER AND SANITARY SEWER
CONNECTION IMPROVEMENTS. SHOULD A CONFLICT EXIST, THE
CONTRACTOR SHALL IMMEDIATELY NOTIFY STONEFIELD
ENGINEERING & DESIGN, LLC. IN WRITING.
7.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING GAS,
ELECTRIC AND TELECOMMUNICATION CONNECTIONS WITH THE
APPROPRIATE GOVERNING AUTHORITY.
8.CONTRACTOR SHALL START CONSTRUCTION OF ANY GRAVITY
SEWER AT THE LOWEST INVERT AND WORK UP-GRADIENT.
9.THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN A RECORD SET OF
PLANS REFLECTING THE LOCATION OF EXISTING UTILITIES THAT
HAVE BEEN CAPPED, ABANDONED, OR RELOCATED BASED ON THE
DEMOLITION/REMOVAL ACTIVITIES REQUIRED IN THIS PLAN SET. THIS
DOCUMENT SHALL BE PROVIDED TO THE OWNER FOLLOWING
COMPLETION OF WORK.
10.THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN A RECORD OF THE
AS-BUILT LOCATIONS OF ALL PROPOSED UNDERGROUND
INFRASTRUCTURE. THE CONTRACTOR SHALL NOTE ANY
DISCREPANCIES BETWEEN THE AS-BUILT LOCATIONS AND THE
LOCATIONS DEPICTED WITHIN THE PLAN SET. THIS RECORD SHALL BE
PROVIDED TO THE OWNER FOLLOWING COMPLETION OF WORK.
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JOSHUA H. KLINE, P.E.
MASSACHUSETTS LICENSE No. 53936
LICENSED PROFESSIONAL ENGINEER
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9
7
0
Ph
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6
1
7
.
2
0
3
.
2
0
7
6
2
10
/
2
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2
0
2
4
RE
V
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D
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3
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GRAPHIC SCALE IN FEET
0'40'20'20'
1" = 20'
1" = 20'
SYMBOL DESCRIPTION
SAN
E/T/C
W
E
G
PROPOSED SANITARY LATERAL
PROPOSED ELECTRICAL/DATA CONDUITS
PROPERTY LINE
PROPOSED DOMESTIC WATER SERVICE
PROPOSED ELECTRIC CONDUITS
PROPOSED GAS LINE
PROPOSED VALVE
PROPOSED SANITARY CLEANOUT
PROPOSED UTILITY POLE
OH PROPOSED OVERHEAD WIRES
UTILITY PLAN
C-6
EXISTING UTILITY LOCATION NOTE:
EXISTING UTILITY SERVICES ARE BASED ON
RECORD DOCUMENTS SUPPLIED BY CITY.
ALL UTILITY LOCATIONS ARE SHOWN FOR
REFERENCE PURPOSES ONLY AND PRIOR TO
CONSTRUCTION UTILITY LOCATIONS SHALL
BE FIELD VERIFIED BY CONTRACTOR.
W W W W W W W
SAN SAN SAN SAN SAN SAN SAN SAN
G G G G G G G G G G G
G
D D D D D D D
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
G
G
G
G
SA
N
SA
N
SA
N
SA
N
SA
N
W
W
W
W
W
W
F
F
F
F
F
F
E/
T
/
C
E/
T
/
C
E/
T
/
C
E/
T
/
C
E E E
W W W W
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.2 0.4 0.5 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.1 0.3 0.6 0.7 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.1 0.4 0.9 1.1 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.1 0.2 0.6 1.3 1.3 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.1 0.2 0.7 1.8 1.6 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.1 0.2 0.9 2.3 4.7 6.9 4.7 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.1 0.2 0.9 2.3 4.7 7.3 6.3 0.0 0.0 0.0 0.0 0.0
0.0 0.1 0.1 0.3 0.9 2.2 3.8 6.0 9.2 5.9 2.1 0.0 0.0 0.0 0.0 0.0
0.0 0.1 0.1 0.3 0.9 2.0 3.5 6.2 11.4 8.2 2.7 0.0 0.0 0.0 0.0 0.0
0.0 0.1 0.1 0.3 0.9 2.1 3.7 5.7 9.2 6.6 2.2 0.0 0.0 0.0 0.0 0.0
0.0 0.1 0.1 0.3 1.0 2.4 4.5 6.3 5.9 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.1 0.3 1.0 2.6 5.2 7.6 5.1 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.1 0.3 1.0 2.4 3.9 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.1 0.2 1.0 2.1 2.2 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.1 0.2 1.0 2.1 2.5 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.1 0.2 1.0 2.2 2.6 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.1 0.2 1.0 2.2 2.7 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.1 0.2 1.0 2.3 2.7 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.1 0.2 1.1 2.2 2.6 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.1 0.2 1.1 2.3 2.7 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.1 0.2 1.1 2.3 2.6 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.1 0.3 1.1 2.3 2.5 0.0 0.1 0.1 0.0 0.0
0.0 0.0 0.1 0.2 1.1 2.3 3.2 2.4 3.0 3.1 3.2 3.1 3.1 2.8 2.5 1.5 0.6 0.3 0.1 0.0 0.0
0.0 0.0 0.1 0.2 1.0 2.2 3.4 5.0 7.9 7.4 8.0 7.2 7.8 6.8 6.8 3.3 1.1 0.4 0.1 0.1 0.0
0.0 0.0 0.1 0.2 0.9 2.0 3.3 5.5 8.6 8.4 8.9 7.9 8.6 7.8 7.9 3.9 1.3 0.5 0.2 0.1 0.0
0.0 0.0 0.1 0.2 0.8 1.7 2.6 3.4 4.4 4.7 4.9 4.7 4.8 4.5 4.1 2.6 1.3 0.6 0.3 0.1 0.0
0.0 0.0 0.1 0.2 0.6 1.3 1.8 2.0 2.2 2.4 2.6 2.6 2.6 2.3 2.0 1.5 1.0 0.6 0.3 0.1 0.0
0.0 0.0 0.0 0.1 0.4 0.8 1.0 1.0 1.0 1.2 1.2 1.2 1.2 1.1 1.0 0.7 0.5 0.3 0.2 0.1 0.0
0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.3 0.3 0.3 0.4 0.3 0.3 0.3 0.3 0.2 0.1 0.1 0.1 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
A (18')
A (18')
A (18')
A (18')
A (18')A (18')
B (16')B (16')
B (16')
B (16')
B (16')
B (16')
A (18')
A (18')
A (18')
B (16')B (16')
GENERAL LIGHTING NOTES
1.THE LIGHTING LEVELS DEPICTED WITHIN THE PLAN SET ARE
CALCULATED UTILIZING DATA OBTAINED FROM THE LISTED
MANUFACTURER. ACTUAL ILLUMINATION LEVELS AND PERFORMANCE
OF ANY PROPOSED LIGHTING FIXTURE MAY VARY DUE TO
UNCONTROLLABLE VARIABLES SUCH ARE WEATHER, VOLTAGE
SUPPLY, LAMP TOLERANCE, EQUIPMENT SERVICE LIFE AND OTHER
VARIABLE FIELD CONDITIONS.
2.WHERE APPLICABLE, THE EXISTING LIGHT LEVELS DEPICTED WITHIN
THE PLAN SET SHALL BE CONSIDERED APPROXIMATE. THE EXISTING
LIGHT LEVELS ARE BASED ON FIELD OBSERVATIONS AND THE
MANUFACTURER'S DATA OF THE ASSUMED OR MOST SIMILAR
LIGHTING FIXTURE MODEL.
3.UNLESS NOTED ELSEWHERE WITHIN THIS PLAN SET, THE LIGHT LOSS
FACTORS USED IN THE LIGHTING ANALYSIS ARE AS FOLLOWS:
·LIGHT EMITTING DIODES (LED):0.90
·HIGH PRESSURE SODIUM:0.72
·METAL HALIDE:0.72
4.THE CONTRACTOR SHALL NOTIFY STONEFIELD ENGINEERING &
DESIGN, LLC. IN WRITING, PRIOR TO THE START OF CONSTRUCTION,
OF ANY PROPOSED LIGHTING LOCATIONS THAT CONFLICT WITH
EXISTING/ PROPOSED DRAINAGE, UTILITY, OR OTHER IMPROVEMENTS.
5.THE CONTRACTOR IS RESPONSIBLE TO PREPARE A WIRING PLAN AND
PROVIDE ELECTRIC SERVICE TO ALL PROPOSED LIGHTING FIXTURES.
THE CONTRACTOR IS REQUIRED TO PREPARE AN AS-BUILT PLAN OF
WIRING AND PROVIDE COPIES TO THE OWNER AND STONEFIELD
ENGINEERING & DESIGN, LLC.
ATM LIGHTING NOTES:
1.THE CONTRACTOR SHALL REPLACE LAMP COVERS, RE-LAMP AND
RE-BALLAST EXISTING LIGHT FIXTURES AS INDICATED WITHIN THE
PLAN SET. THE EXISTING FIXTURE HEIGHT SHALL BE MAINTAINED
UNLESS INDICATED OTHERWISE. THE LIGHTING DESIGN IS SUBJECT
TO CHANGE IF THE EXISTING LIGHT FIXTURES ARE NOT GREATER
THAN OR EQUAL TO THE FOLLOWING WATTAGE:
FIXTURE 'X' = MINIMUM X WATTS
2.PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL
NOTIFY STONEFIELD ENGINEERING & DESIGN, LLC. IN WRITING IF THE
EXISTING LIGHT FIXTURES ARE NOT THE MINIMUM WATTAGE
SPECIFIED WITHIN THE PLAN SET.
3.THE CONTRACTOR IS RESPONSIBLE TO CONFIRM THAT ANY
EXISTING LIGHT POLES IDENTIFIED FOR REUSE WITH A PROPOSED
LIGHT FIXTURE(S) SHALL BE IN ACCEPTABLE WORKING CONDITION
AND HAVE THE CAPACITY TO SUPPORT THE PROPOSED LIGHT
FIXTURE(S). ANY MOUNTING EQUIPMENT REQUIRED TO ATTACH THE
PROPOSED LIGHTING FIXTURE TO THE EXISTING LIGHT POLE SHALL
BE PROVIDED BY THE CONTRACTOR.
4.THE CONTRACTOR SHALL CONFIRM THAT THE LOCATION OF ANY
PROPOSED BUILDING MOUNTED LIGHTING FIXTURE WILL NOT
CONFLICT WITH ANY EXISTING OR PROPOSED STRUCTURAL
ELEMENT (E.G. CANOPY SUPPORT BEAMS). THE CONTRACTOR SHALL
NOTIFY STONEFIELD ENGINEERING & DESIGN, LLC. IN WRITING OF
ANY FIXTURE CONFLICT PRIOR TO THE START OF CONSTRUCTION.
5.ALL EXISTING TREE LIMBS WITHIN THE 60 FOOT ATM RADIUS SHOWN
IN THE PLAN SET SHALL BE TRIMMED TO A MINIMUM OF 6 FEET ABOVE
GRADE. ALL SHRUBS WITHIN THE 60 FOOT ATM RADIUS SHALL BE
TRIMMED TO A MINIMUM OF 36 INCHES ABOVE GRADE. ALL BRUSH
SHALL BE REMOVED. THE CONTRACTOR SHALL CONSIDER ALL
FUTURE GROWTH AND FULL BLOOM WHEN TRIMMING
LANDSCAPING. EXISTING TREE LIMBS ADJACENT TO LIGHTING
FIXTURES SHALL BE TRIMMED AS REQUIRED TO PREVENT LIGHT
INTERFERENCE.
6.PRIOR TO BID, CONTRACTOR SHALL VERIFY EXISTING EXTERIOR
LIGHTING CONDITIONS AFTER DUSK AND NOTIFY THE
DEVELOPER/OWNER AND STONEFIELD ENGINEERING & DESIGN, LLC.
OF DAMAGED OR INOPERABLE LIGHTS. THE CONTRACTOR SHALL
REPAIR ALL INOPERABLE LIGHTS UNLESS OTHERWISE NOTED WITHIN
THIS PLAN SET.
7.THE ILLUMINATION LEVELS DEPICTED WITHIN THE PLAN SET ARE
BASED ON REGULATORY STATE STANDARDS FOR SAFETY LIGHTING
AND ON CLIENT STANDARDS.
8.ALL LIGHTING FIXTURES, UNLESS OTHERWISE NOTED WITHIN THIS
PLAN SET, HAVE THE PHOTOCELL OPTION ENABLED.
9.EXISTING LIGHTING FIXTURES CONTROLLED BY OUTSIDE ENTITIES
(E.G. LANDLORD) HAVE BEEN EXCLUDED FROM THE LIGHTING
ANALYSIS REFLECTED WITHIN THE PLAN SET. THE PROPOSED LIGHT
LEVELS HAVE BEEN DESIGNED TO COMPLY WITH ALL APPLICABLE ATM
AND SAFETY LIGHTING REQUIREMENTS INDEPENDENT OF ANY
UNCONTROLLED LIGHT FIXTURES.
Z:
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DRAWING:
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JOSHUA H. KLINE, P.E.
MASSACHUSETTS LICENSE No. 53936
LICENSED PROFESSIONAL ENGINEER
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GRAPHIC SCALE IN FEET
0'40'20'20'
1" = 20'
1" = 20'
A (XX')
X.X
PROPOSED CALCULATION AREA
SYMBOL DESCRIPTION
PROPOSED LIGHTING FIXTURE
(MOUNTING HEIGHT)
PROPOSED LIGHTING INTENSITY
(FOOTCANDLES)
PROPOSED AREA LIGHT
PROPOSED BUILDING MOUNTED LIGHT
PROPOSED LUMINAIRE SCHEDULE
SYMBOL LABEL QUANTITY LIGHTING DISTRIBUTION LLF MANUFACTURER CONTROL IES FILE
A 9 LSI MIRADA SMALLWALL SCONCE (XWS) - LED TYPE III 0.9 LSI LIGHTING N/A XWS-LED-03L-SIL-2-40-70CRI.ies
B 8 LSI SCOTTSDALE LEGACY CANOPY (CRUS) - LED SYMMETRIC 0.9 LSI LIGHTING PHOTOCELL CRUS-SC-SLW-40.ies
LIGHTING PLAN
C-7
W W W W W W W
SAN SAN SAN SAN SAN SAN SAN SAN
G G G G G G G G G G G
G
D D D D D D D
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
LODLODLODLODLODLOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LO
D
LO
D
LOD
LO
D
LOD LOD LO
D
LO
D
LO
D
LOD LOD
LO
D
LO
D
LOD
LO
D
LOD LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LIMIT OF DISTURBANCE:
47,025 SF | 1.08 AC
FF = 9.50
8
9
9
9
9
9
9
9
8
8
8
G
G
G
G
SA
N
SA
N
SA
N
SA
N
SA
N
W
W
W
W
W
W
F
F
F
F
F
F
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W W W W
SF SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSFSFSFSFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
CONTRACTOR SHALL RESTRICT AREA
AROUND PROPOSED INFILTRATION AREAS
TO LIGHT-WEIGHT EQUIPMENT TO THE
MAXIMUM EXTENT PRACTICABLE TO
PROTECT THE AREA FROM SOIL
COMPACTION. IF NECESSARY, CONTRACTOR
MAY INSTALL CONSTRUCTION FENCING
AROUND PERIMETER OF BASIN
42
'
PROPOSED TRENCH
PROTECTION FILTER
PROPOSED STABILIZED
CONSTRUCTION ENTRANCE
PROPOSED INLET PROTECTION
FILTER (3-TYPICAL)
CONTRACTOR SHALL RESTRICT AREA
AROUND PROPOSED INFILTRATION AREAS
TO LIGHT-WEIGHT EQUIPMENT TO THE
MAXIMUM EXTENT PRACTICABLE TO
PROTECT THE AREA FROM SOIL
COMPACTION. IF NECESSARY, CONTRACTOR
MAY INSTALL CONSTRUCTION FENCING
AROUND PERIMETER OF BASIN
PROPOSED SILT
FENCING
PROPOSED RIPRAP
OUTLET PROTECTION
SF S
F
SFS
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PROPOSED
SOIL
STOCKPILE
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DRAWING:
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JOSHUA H. KLINE, P.E.
MASSACHUSETTS LICENSE No. 53936
LICENSED PROFESSIONAL ENGINEER
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GRAPHIC SCALE IN FEET
0'40'20'20'
1" = 20'
SYMBOL DESCRIPTION
PROPERTY BOUNDARY
ADJACENT PROPERTY BOUNDARY
PROPOSED LIMIT OF DISTURBANCELOD
PROPOSED SILT FENCESF
PROPOSED STOCKPILE &
EQUIPMENT STORAGE
PROPOSED STABILIZED
CONSTRUCTION ENTRANCE
PROPOSED INLET PROTECTION FILTER
SOIL CHARACTERISTICS CHART
TYPE OF SOIL URBAN LAND
PERCENT OF SITE COVERAGE 100%
HYDROLOGIC SOIL GROUP D
DEPTH TO RESTRICTIVE LAYER NOT LISTED
SOIL PERMEABILITY NOT LISTED
DEPTH TO WATER TABLE NOT LISTED
DUST CONTROL NOTES
1.MULCHES - SEE STANDARD OF STABILIZATION WITH MULCHES ONLY, PG. 5-1
2.VEGETATIVE COVER - SEE STANDARD FOR: TEMPORARY VEGETATIVE COVER, PG.
7-1, PERMANENT VEGETATIVE COVER FOR SOIL STABILIZATION PG. 4-1 AND
PERMANENT STABILIZATION WITH SOD, PG. 6-1
3.SPRAY-ON ADHESIVES - ON MINERAL SOILS (NOT EFFECTIVE ON MUCK SOILS).
KEEP TRAFFIC OFF THESE AREAS.
4.TILLAGE - TO ROUGHEN SURFACE AND BRING CLODS TO THE SURFACE. THIS IS
A TEMPORARY EMERGENCY MEASURE WHICH SHOULD BE USED BEFORE SOIL
BLOWING STARTS. BEGIN PLOWING ON WINDWARD SIDE OF SITE. CHISEL-TYPE
PLOWS SPACED ABOUT 12 INCHES APART AND SPRING-TOOTHED HARROWS
ARE EXAMPLES OF EQUIPMENT WHICH MAY PRODUCE THE DESIRED
EFFECT.
5.SPRINKLING - SITE IS SPRINKLED UNTIL THE SURFACE IS WET.
6.BARRIERS - SOLID BOARD FENCES, SNOW FENCES, BURLAP FENCES, CRATE
WALLS, BALES OF HAY AND SIMILAR MATERIAL CAN BE USED TO CONTROL AIR
CURRENTS AND SOIL BLOWING.
7.CALCIUM CHLORIDE - SHALL BE IN THE FORM OF LOOSE, DRY GRANULES OR
FLAKES FINE ENOUGH TO FEED THROUGH COMMONLY USED SPREADERS AT A
RATE THAT WILL KEEP SURFACE MOIST BUT NOT CAUSE POLLUTION OR PLANT
DAMAGE. IF USED ON STEEPER SLOPES, THEN USE OTHER PRACTICES TO
PREVENT WASHING INTO STREAMS OR ACCUMULATION AROUND PLANTS.
8.STONE - COVER SURFACE WITH CRUSHED STONE OR COARSE GRAVEL.
STABILIZATION SPECIFICATIONS:
1.A.TEMPORARY SEEDING AND MULCHING:
GROUND LIMESTONE - APPLIED UNIFORMLY ACCORDING TO SOIL TEST
RECOMMENDATIONS.
FERTILIZER - APPLY 11LBS./1,000 SF OF 10-20-10 OR EQUIVALENT WITH 50%
WATER INSOLUBLE NITROGEN (UNLESS A SOIL TEST INDICATES
OTHERWISE) WORKED INTO THE SOIL A MINIMUM OF 4".
SEED - PERENNIAL RYEGRASS 100 LBS./ACRE (2.3 LBS./1,000 SF) OR OTHER
APPROVED SEEDS; PLANT BETWEEN MARCH 1 AND MAY 15 OR
BETWEEN AUGUST 15 AND OCTOBER 1.
MULCH - UNROTTED STRAW OR HAY AT A RATE OF 70 TO 90 LBS./1,000 SF
APPLIED TO ACHIEVE 95% SOIL SURFACE COVERAGE. MULCH SHALL
BE ANCHORED BY APPROVED METHODS (I.E. PEG AND TWINE,
MULCH NETTING, OR LIQUID MULCH BINDER).
1.B.PERMANENT SEEDING AND MULCHING:
TOPSOIL - UNIFORM APPLICATION TO A DEPTH OF 5" (UNSETTLED).
GROUND LIMESTONE - APPLIED UNIFORMLY ACCORDING TO SOIL TEST
RECOMMENDATIONS.
FERTILIZER - APPLY 11 LBS./1,000 SF OF 10-10-10 OR EQUIVALENT WITH 50%
WATER INSOLUBLE NITROGEN (UNLESS A SOIL TEST INDICATES
OTHERWISE) WORKED INTO THE SOIL A MINIMUM OF 4".
SEED - TURF TYPE TALL FESCUE (BLEND OF 3 CULTIVARS) 350 LBS./ACRE (8
LBS./1,000 SF) OR OTHER APPROVED SEEDS; PLANT BETWEEN MARCH 1
AND OCTOBER 1 (SUMMER SEEDINGS REQUIRE IRRIGATION)
MULCH - UNROTTED STRAW OR HAY AT A RATE OF 70 TO 90 LBS./1,000 SF
APPLIED TO ACHIEVE 95% SOIL SURFACE COVERAGE. MULCH SHALL
BE ANCHORED BY APPROVED METHODS (I.E. PEG AND TWINE,
MULCH NETTING, OR LIQUID MULCH BINDER).
1" = 20'
SOIL EROSION &
SEDIMENT CONTROL
PLAN
C-8
AREA TO BE PROTECTED FROM
SOIL COMPACTION
SOIL EROSION AND SEDIMENT CONTROL NOTES REVISED 3/18/2015
1.THE CONTRACTOR IS RESPONSIBLE FOR SOIL EROSION AND SEDIMENT
CONTROL IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL
REQUIREMENTS.
2.THE CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL IN COMPLIANCE WITH
LOCAL, STATE, AND FEDERAL AIR QUALITY STANDARDS.
3.THE CONTRACTOR IS RESPONSIBLE TO INSPECT ALL SOIL EROSION AND
SEDIMENT CONTROL MEASURES WEEKLY AND AFTER A PRECIPITATION EVENT
GREATER THAN 1 INCH. THE CONTRACTOR SHALL MAINTAIN AN INSPECTION
LOG ON SITE AND DOCUMENT CORRECTIVE ACTION TAKEN THROUGHOUT
THE COURSE OF CONSTRUCTION AS REQUIRED.
SEQUENCE OF CONSTRUCTION
1.INSTALL CONSTRUCTION ENTRANCE AND SILT FENCE (2 DAYS).
2.DEMOLISH EXISTING STRUCTURES, PAVEMENT, AND GRAVEL (7 DAYS).
3.ROUGH GRADING AND TEMPORARY SEEDING (21 DAYS).
4.BUILDING CONSTRUCTION AND SITE IMPROVEMENTS (120 DAYS).
5.LANDSCAPING IMPROVEMENTS AND FINAL SEEDING (7 DAYS).
6.REMOVE SOIL EROSION MEASURES (1 DAY).
TOTAL ESTIMATED TIME = 8 MONTHS
NOTE:TIME DURATIONS ARE APPROXIMATE AND ARE INTENDED TO ACT AS A
GENERAL GUILE TO THE CONSTRUCTION TIMELINE. ALL DURATIONS ARE
SUBJECT TO CHANGE BY CONTRACTOR. CONTRACTOR SHALL SUBMIT
CONSTRUCTION SCHEDULE TO TOWNSHIP AND ENGINEER.
CONTRACTOR SHALL PHASE CONSTRUCTION ACCORDINGLY
SEDIMENT EROSION AND SEDIMENT CONTROL PLAN (SESC) NOTES:
THE INSTALLATION OF TEMPORARY EROSION, RUNOFF, SEDIMENT, AND
POLLUTION PREVENTION CONTROL MEASURES SHALL BE COMPLETED BY THE
TIME EACH PHASE OF EARTH-DISTURBANCE HAS BEGUN. ALL STORMWATER
CONTROL MEASURES MUST BE INSTALLED IN ACCORDANCE WITH GOOD
JUDGMENT, INCLUDING APPLICABLE DESIGN AND MANUFACTURER
SPECIFICATIONS. INSTALLATION TECHNIQUES AND MAINTENANCE
REQUIREMENTS SHALL BE ACCORDANCE WITH THE MANUFACTURER
SPECIFICATIONS AND THE RI SESC HANDBOOK.
ANTICIPATING WEATHER EVENTS
CARE SHALL BE TAKEN TO THE BEST OF THE OPERATOR'S ABILITY TO AVOID
DISTURBING LARGE AREAS PRIOR TO ANTICIPATED PRECIPITATION EVENTS.
WEATHER FORECASTS MUST BE ROUTINELY CHECKED, AND IN THE CASE OF AN
EXPECTED PRECIPITATION EVENT OF OVER 0.25-INCHES OVER A 24-HOUR
PERIOD, IT IS HIGHLY RECOMMENDED THAT ALL CONTROL MEASURES SHOULD
BE EVALUATED AND MAINTAINED AS NECESSARY, PRIOR TO THE WEATHER
EVENT. IN THE CASE OF AN EXTREME WEATHER FORECAST (GREATER THAN
ONE-INCH OF RAIN OVER A 24-HOUR PERIOD), ADDITIONAL
EROSION/SEDIMENT CONTROLS MAY NEED TO BE INSTALLED.
MINIMUM INSPECTION FREQUENCY REQUIREMENTS:
ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED
BY OR UNDER THE SUPERVISION OF THE OWNER AND OPERATOR AT LEAST
ONCE EVERY SEVEN (7) CALENDAR DAYS AND WITHIN TWENTY-FOUR (24)
HOURS AFTER ANY STORM EVENT, WHICH GENERATES AT LEAST 0.25 INCHES
OF RAINFALL PER TWENTY-FOUR (24) HOUR PERIOD AND/OR AFTER A
SIGNIFICANT AMOUNT OF RUNOFF OR SNOWMELT:
A.ALL AREAS THAT HAVE BEEN CLEARED, GRADED, OR EXCAVATED AND
WHERE PERMANENT STABILIZATION HAS NOT BEEN ACHIEVED;
B.ALL STORMWATER EROSION, RUNOFF, AND SEDIMENT CONTROL
MEASURES (INCLUDING POLLUTION PREVENTION CONTROL MEASURES)
INSTALLED AT THE SITE;
C.CONSTRUCTION MATERIAL, UNSTABILIZED SOIL STOCKPILES, WASTE,
BORROW, OR EQUIPMENT STORAGE, AND MAINTENANCE AREAS THAT
ARE COVERED BY THIS PERMIT AND ARE EXPOSED TO PRECIPITATION;
D.ALL AREAS WHERE STORMWATER TYPICALLY FLOWS WITHIN THE SITE,
INCLUDING TEMPORARY DRAINAGE WAYS DESIGNED TO DIVERT,
CONVEY, AND/OR TREAT STORMWATER;
E.ALL POINTS OF DISCHARGE FROM THE SITE;
F.ALL LOCATIONS WHERE TEMPORARY SOIL STABILIZATION MEASURES
HAVE BEEN IMPLEMENTED;
G.ALL LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE.
MAINTENANCE REQUIREMENTS:
MAINTENANCE PROCEDURES FOR EROSION AND SEDIMENTATION CONTROLS
AND STORMWATER MANAGEMENT STRUCTURES/FACILITIES SHALL BE IN
ACCORDANCE WITH THE RI SESC HANDBOOK. SITE OWNERS AND OPERATORS
MUST ENSURE THAT ALL EROSION, RUNOFF, SEDIMENT, AND POLLUTION
PREVENTION CONTROLS REMAIN IN EFFECTIVE OPERATING CONDITION AND
ARE PROTECTED FROM ACTIVITIES THAT WOULD REDUCE THEIR
EFFECTIVENESS. EROSION, RUNOFF, SEDIMENTATION, AND POLLUTION
PREVENTION CONTROL MEASURES MUST BE MAINTAINED THROUGHOUT THE
COURSE OF THE PROJECT.
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DRAWING:
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JOSHUA H. KLINE, P.E.
MASSACHUSETTS LICENSE No. 53936
LICENSED PROFESSIONAL ENGINEER
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AS SHOWN
SOIL EROSION &
SEDIMENT CONTROL
DETAILS
C-9
LENGTH=L WIDTH=W
DEPTH=D
DUMP STRAP
1" REBAR FOR BAG
REMOVAL FROM INLET
DUMP STRAP
FOAM
CURB OPENING
1" REBAR FOR BAG
REMOVAL FROM INLET
EXPANSION
RESTRAINT (1/4"
NYLON ROPE, 2"
FLAT WASHERS)
INLET FILTER
BAG
DUMP STRAPS
(2 EACH)
BAG DETAIL
INSTALLATION DETAIL
INLET
GRATE
INLET FILTER BAG DETAIL
NOT TO SCALE
NOTES:
1.THE FILTER BAG SHALL SAFELY PASS
FLOWS GREATER THAN THE 1-YEAR
24-HOUR STORM EVENT.
2.SEDIMENT REMOVAL AND
MAINTENANCE SHALL BE PERFORMED
FREQUENTLY AND AFTER EVERY
STORM EVENT.
EMERGENCY
OVERFLOW
PORT
3
1
SOIL STOCKPILE DETAIL
NOT TO SCALE
NOTES:
1.STOCKPILES SHALL BE SITUATED SO AS NOT TO OBSTRUCT NATURAL DRAINAGE OR CAUSE OFF-SITE
ENVIRONMENTAL DAMAGE.
2.STOCKPILES SHALL BE STABILIZED IN ACCORDANCE WITH THE STANDARDS FOR PERMANENT OR
TEMPORARY VEGETATIVE COVER FOR SOIL STABILIZATION, AS APPROPRIATE (SEE SOIL EROSION
NOTES).
35' MAXIMUM
HEIGHT
STOCKPILE SHALL NOT
EXCEED MAXIMUM 3 : 1
SIDE SLOPE
MAINTAIN SOIL STOCKPILE STABILIZATION
THROUGHOUT CONSTRUCTION
INSTALL SILT FENCE
AROUND SOIL STOCKPILE
(SEE DETAIL)
STABILIZED CONSTRUCTION ACCESS DETAIL
50' MINIMUM
(SEE CHART)
6" MIN.
6"
6"
15' MINIMUM
(SEE NOTE 2)
NOTES:
1.STONE SHALL BE ASTM C-33, SIZE No. 2 (2.5" TO 1.5") OR
No. 3 (2" TO 1") CLEAN CRUSHED ANGULAR STONE.
2.WIDTH SHALL BE 15' MINIMUM OR THE FULL WIDTH OF
THE ACCESS POINT, WHICHEVER IS GREATER.
3.STORMWATER FROM UP-SLOPE AREAS SHALL BE DIVERTED
AWAY FROM THE STABILIZED PAD, WHERE POSSIBLE. AT
POORLY DRAINED LOCATIONS, SUBSURFACE DRAINAGE
GRAVEL FILTER OR GEOTEXTILE SHALL BE INSTALLED
BEFORE THE STABILIZED CONSTRUCTION ENTRANCE.
4.WHERE THE SLOPE OF THE ROADWAY EXCEEDS 5%, A
STABILIZED BASE OF HOT MIX ASPHALT BASE COURSE
SHALL BE INSTALLED. THE TYPE AND THICKNESS OF THE
BASE COURSE AND USE OF DENSE GRADED AGGREGATE
SUB-BASE SHALL BE AS PRESCRIBED BY LOCAL MUNICIPAL
ORDINANCE OR GOVERNING AUTHORITY.
5.CONTRACTOR SHALL PROVIDE A SMOOTH TRANSITION
BETWEEN THE STABILIZED CONSTRUCTION ACCESS AND
THE PUBLIC ROADWAY.
50' MINIMUM
(SEE CHART)
PLAN VIEW
PROFILE VIEW
0% TO 2%100 FEET50 FEET
2% TO 5%200 FEET100 FEET
> 5%SEE NOTE 4
LENGTH OF STONE REQ'D
PUBLIC FINECOARSE
GRAINED SOILSGRAINED SOILSROADWAY
SLOPE OF
GEOTEXTILE FABRIC
EXISTING
GROUND
PUBLIC
ROADWAY
CRUSHED STONE PAD (SEE NOTE 1)
CRUSHED STONE PAD
(SEE NOTE 1)
PU
B
L
I
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RO
A
D
W
A
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1 2
4 5
3
NOTES:
1. SECURELY FASTEN GEOTEXTILE TO FENCE POST BY USE OF WIRE TIES,
HOG RINGS, STAPLES OR POCKETS. FOUR TO SIX FASTENERS PER POST.
2. GEOTEXTILE FABRIC TO BE EMBEDDED 6" (MIN.) AND TAMP IN PLACE.
3. SECURELY FASTEN ENDS OF INDIVIDUAL ROLLS OF GEOTEXTILE TO A
POST BY WRAPPING EACH END OF THE GEOTEXTILE AROUND THE POST
TWICE AND ATTACHING AS SPECIFIED IN NOTE 1 ABOVE. SPLICING OF
INDIVIDUAL ROLLS SHALL NOT OCCUR AT LOW POINTS.
4. SET SILT FENCE WITHIN PROJECT LIMITS. 10'-0" IS DESIRABLE.
SILT FENCE DETAIL
NOT TO SCALE
6"
6"
2' - 0"
2' - 0"
(MIN.)
10' DESIRABLE
FLOW
2' - 0"
2' - 0"
(MIN.)
SPACE 8'-0" O.C.
DRAWSTRING RUNNING THROUGH
FABRIC ALONG TOP OF FENCE2" x 2" FENCE POST
DRIVE POSTS PLUMB OR
SLIGHTLY UPHILL
EMBED FABRIC 6"
MINIMUM AND
TAMP IN PLACE
SECURELY FASTEN
FABRIC TO POSTS
TOE OF SLOPE
EMBED FABRIC 6" MINIMUM
AND TAMP IN PLACE
WIRE BACKING TO BE
PROVIDED FOR FULL
EXTENTS OF SILT FENCING
**STRAW WATTLE MAY BE UTILIZED AS
AN APPROVED ALTERNATIVE TO SILT
FENCING SHOULD IT BE DEEMED MORE
SUITABLE FOR SITE CONDITIONS.
RIP-RAP PAD
NOT TO SCALE
L
W1
W2
TAILWATER < 0.5 DO
L
Th
L
W1
W2
1
5
TAILWATER ≥ 0.5 DO
X X X X X X X X X X X X X
X
X
X
X
NOTES:
1. APRON @ CHANNEL BOTTOM GRADE
2. SIDE SLOPE RANGE FROM 1:1 TO 2:1
3. RIPRAP SHALL BE COMPOSED OF A WELL-GRADED MIXTURE OF STONE SIZE
SO THAT 50% OF THE PIECES, BY WEIGHT, SHALL BE LARGER THAN THE d50 SIZE.
4. BASKET WIRE TO BE GALVANIZED STEEL, MESH OPENING SHALL NOT EXCEED
4.5" OR HAVE AN AREA GREATER THAN 10 SQ.IN
A A
A
A
6" MIN.
1.5'
3' MIN.
X
X
X
X
X X X X X
X
X
X
X
CROSS SECTION A-A
Th
4"
6"
4"
6"
1'
-
0
"
2' MAX.2' MAX.
A
A
PROFILE VIEW
PLAN VIEW
APPROVED FILTER FABRIC
(12" MIN OVERLAP IN SHEETS)
0.00% SLOPE
NO OVERFALL
APPROVED FILTER FABRIC
(12" MIN OVERLAP IN SHEETS)
G
G
G
G
SA
N
SA
N
SA
N
SA
N
SA
N
W
W
W
W
W
W
F
F
F
F
F
F
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/
C
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T
/
C
E/
T
/
C
E/
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/
C
E E E
W W W W
W W W W W W W
SAN SAN SAN SAN SAN SAN SAN SAN
G G G G G G G G G G G
G
D D D D D D D
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
8
9
9
9
9
9
9
9
8
8
8
AREA TO BE LAWN
(TYPICAL)
AREA TO BE LAWN
(TYPICAL)
PROPOSED PARKING
LOT TREES (4 TOTAL)
1 QUE
3 CAR
PROPOSED PARKING
LOT TREES (4 TOTAL)
LANDSCAPING NOTES
1.THE CONTRACTOR SHALL RESTORE ALL DISTURBED GRASS AND
LANDSCAPED AREAS TO MATCH EXISTING CONDITIONS UNLESS
INDICATED OTHERWISE WITHIN THE PLAN SET.
2.THE CONTRACTOR SHALL RESTORE ALL DISTURBED LAWN AREAS
WITH A MINIMUM 4 INCH LAYER OF TOPSOIL AND SEED.
3.THE CONTRACTOR SHALL RESTORE MULCH AREAS WITH A MINIMUM
3 INCH LAYER OF MULCH .
4.THE MAXIMUM SLOPE ALLOWABLE IN LANDSCAPE RESTORATION
AREAS SHALL BE 3 FEET HORIZONTAL TO 1 FOOT VERTICAL (3:1
SLOPE) UNLESS INDICATED OTHERWISE WITHIN THE PLAN SET.
5.THE CONTRACTOR IS REQUIRED TO LOCATE ALL SPRINKLER HEADS
IN AREA OF LANDSCAPING DISTURBANCE PRIOR TO
CONSTRUCTION. THE CONTRACTOR SHALL RELOCATE SPRINKLER
HEADS AND LINES IN ACCORDANCE WITH OWNER'S DIRECTION
WITHIN AREAS OF DISTURBANCE.
6.THE CONTRACTOR SHALL ENSURE THAT ALL DISTURBED
LANDSCAPED AREAS ARE GRADED TO MEET FLUSH AT THE
ELEVATION OF WALKWAYS AND TOP OF CURB ELEVATIONS EXCEPT
UNLESS INDICATED OTHERWISE WITHIN THE PLAN SET. NO ABRUPT
CHANGES IN GRADE ARE PERMITTED IN DISTURBED LANDSCAPING
AREAS.
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LICENSED PROFESSIONAL ENGINEER
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LANDSCAPE PLAN
C-10
PLANT SCHEDULE
SYMBOL CODE QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER REMARKS
TREES
CAR 3 CARPINUS CAROLINIANA AMERICAN HORNBEAM 2.5" - 3" CAL B&B
SALEM TREE
COMMISSION
RECOMMENDED
SPECIES
QUE 1 QUERCUS BICOLOR SWAMP WHITE OAK 2.5" - 3" CAL B&B
SALEM TREE
COMMISSION
RECOMMENDED
SPECIES
NOTE: IF ANY DISCREPANCIES OCCUR BETWEEN AMOUNTS SHOWN ON THE LANDSCAPE PLAN AND WITHIN THE PLANT LIST, THE
PLAN SHALL DICTATE.
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AS SHOWN
GENERAL LANDSCAPING NOTES:
1. THE LANDSCAPE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK IN ACCORDANCE WITH THESE
SPECIFICATIONS, APPROVED OR FINAL DRAWINGS, AND INSTRUCTIONS PROVIDED BY THE PROJECT LANDSCAPE DESIGNER,
MUNICIPAL OFFICIALS, OR OWNER/OWNER'S REPRESENTATIVE. ALL WORK COMPLETED AND MATERIALS FURNISHED AND
INSTALLED SHALL BE IN STRICT ACCORDANCE WITH THE INTENTION OF THE SPECIFICATIONS, DRAWINGS, AND
INSTRUCTIONS AND EXECUTED WITH THE STANDARD LEVEL OF CARE FOR THE LANDSCAPE INDUSTRY.
2. WORK MUST BE CARRIED OUT ONLY DURING WEATHER CONDITIONS FAVORABLE TO LANDSCAPE CONSTRUCTION AND TO
THE HEALTH AND WELFARE OF PLANTS. THE SUITABILITY OF SUCH WEATHER CONDITIONS SHALL BE DETERMINED BY THE
PROJECT LANDSCAPE DESIGNER OR GOVERNING MUNICIPAL OFFICIAL.
3. IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR, BEFORE ORDERING OR PURCHASING MATERIALS, TO PROVIDE
SAMPLES OF THOSE MATERIALS TO THE PROJECT LANDSCAPE DESIGNER OR GOVERNING MUNICIPAL OFFICIAL FOR APPROVAL,
IF SO REQUESTED.
4. IF SAMPLES ARE REQUESTED, THE LANDSCAPE CONTRACTOR IS TO SUBMIT CERTIFICATION TAGS FROM TREES, SHRUBS AND
SEED VERIFYING TYPE AND PURITY.
5. UNLESS OTHERWISE AUTHORIZED BY THE PROJECT LANDSCAPE DESIGNER OR GOVERNING MUNICIPAL OFFICIAL, THE
LANDSCAPE CONTRACTOR SHALL PROVIDE NOTICE AT LEAST FORTY-EIGHT HOURS (48 HRS.) IN ADVANCE OF THE
ANTICIPATED DELIVERY DATE OF ANY PLANT MATERIALS TO THE PROJECT SITE. A LEGIBLE COPY OF THE INVOICE, SHOWING
VARIETIES AND SIZES OF MATERIALS INCLUDED FOR EACH SHIPMENT SHALL BE FURNISHED TO THE PROJECT LANDSCAPE
DESIGNER, OR GOVERNING MUNICIPAL OFFICIAL.
6. THE PROJECT LANDSCAPE DESIGNER OR GOVERNING MUNICIPAL OFFICIAL RESERVES THE RIGHT TO INSPECT AND REJECT
PLANTS AT ANY TIME AND AT ANY PLACE.
PROTECTION OF EXISTING VEGETATION NOTES:
1. BEFORE COMMENCING WORK, ALL EXISTING VEGETATION WHICH COULD BE IMPACTED AS A RESULT OF THE PROPOSED
CONSTRUCTION ACTIVITIES MUST BE PROTECTED FROM DAMAGE BY THE INSTALLATION OF TREE PROTECTION FENCING.
FENCING SHALL BE LOCATED AT THE DRIP-LINE OR LIMIT OF DISTURBANCE AS DEPICTED WITHIN THE APPROVED OR FINAL
PLAN SET, ESTABLISHING THE TREE PROTECTION ZONE. FENCE INSTALLATION SHALL BE IN ACCORDANCE WITH THE
PROVIDED “TREE PROTECTION FENCE DETAIL.” NO WORK MAY BEGIN UNTIL THIS REQUIREMENT IS FULFILLED. THE FENCING
SHALL BE INSPECTED REGULARLY BY THE LANDSCAPE CONTRACTOR AND MAINTAINED UNTIL ALL CONSTRUCTION
ACTIVITIES HAVE BEEN COMPLETED.
2. IN ORDER TO AVOID DAMAGE TO ROOTS, BARK OR LOWER BRANCHES, NO VEHICLE, EQUIPMENT, DEBRIS, OR OTHER
MATERIALS SHALL BE DRIVEN, PARKED OR PLACED WITHIN THE TREE PROTECTION ZONE. ALL ON-SITE CONTRACTORS SHALL
USE ANY AND ALL PRECAUTIONARY MEASURES WHEN PERFORMING WORK AROUND TREES, WALKS, PAVEMENTS, UTILITIES,
AND ANY OTHER FEATURES EITHER EXISTING OR PREVIOUSLY INSTALLED UNDER THIS CONTRACT.
3. IN RARE INSTANCES WHERE EXCAVATING, FILL, OR GRADING IS REQUIRED WITHIN THE DRIP-LINE OF TREES TO REMAIN, THE
WORK SHALL BE PERFORMED AS FOLLOWS:
·TRENCHING: WHEN TRENCHING OCCURS AROUND TREES TO REMAIN, THE TREE ROOTS SHALL NOT BE CUT, BUT THE
TRENCH SHALL BE TUNNELED UNDER OR AROUND THE ROOTS BY CAREFUL HAND DIGGING AND WITHOUT INJURY TO
THE ROOTS. NO ROOTS, LIMBS, OR WOODS ARE TO HAVE ANY PAINT OR MATERIAL APPLIED TO ANY SURFACE.
·RAISING GRADES: WHEN THE GRADE AT AN EXISTING TREE IS BELOW THE NEW FINISHED GRADE, AND FILL NOT
EXCEEDING 6 INCHES (6") IS REQUIRED, CLEAN, WASHED GRAVEL FROM ONE TO TWO INCHES (1" - 2") IN SIZE SHALL BE
PLACED DIRECTLY AROUND THE TREE TRUNK. THE GRAVEL SHALL EXTEND OUT FROM THE TRUNK ON ALL SIDES A
MINIMUM OF 18 INCHES (18") AND FINISH APPROXIMATELY TWO INCHES (2") ABOVE THE FINISH GRADE AT TREE. INSTALL
GRAVEL BEFORE ANY EARTH FILL IS PLACED. NEW EARTH FILL SHALL NOT BE LEFT IN CONTACT WITH THE TRUNK OF ANY
TREE REQUIRING FILL. WHERE FILL EXCEEDING 6 INCHES (6") IS REQUIRED, A DRY LAID TREE WELL SHALL BE CONSTRUCTED.
IF APPLICABLE, TREE WELL INSTALLATION SHALL BE IN ACCORDANCE WITH THE PROVIDED “TREE WELL DETAIL.”
·LOWERING GRADES: EXISTING TREES LOCATED IN AREAS WHERE THE NEW FINISHED GRADE IS TO BE LOWERED, SHALL
HAVE RE-GRADING WORK DONE BY HAND TO THE INDICATED ELEVATION, NO GREATER THAN SIX INCHES (6”). ROOTS
SHALL BE CUT CLEANLY THREE INCHES (3") BELOW FINISHED GRADE UNDER THE DIRECTION OF A LICENSED ARBORIST.
WHERE CUT EXCEEDING 6 INCHES (6") IS REQUIRED, A DRY LAID RETAINING WALL SHALL BE CONSTRUCTED. IF APPLICABLE,
THE RETAINING WALL INSTALLATION SHALL BE IN ACCORDANCE WITH THE PROVIDED “TREE RETAINING WALL DETAIL.”
SOIL PREPARATION AND MULCH NOTES:
1. LANDSCAPE CONTRACTOR SHALL OBTAIN A SOIL TEST OF THE IN-SITU TOPSOIL BY A CERTIFIED SOIL LABORATORY PRIOR TO
PLANTING. LANDSCAPE CONTRACTOR SHALL ALLOW FOR A TWO WEEK TURNAROUND TIME FROM SUBMITTAL OF SAMPLE
TO NOTIFICATION OF RESULTS.
2. BASED ON SOIL TEST RESULTS, ADJUST THE RATES OF LIME AND FERTILIZER THAT SHALL BE MIXED INTO THE TOP SIX INCHES
(6”) OF TOPSOIL. THE LIME AND FERTILIZER RATES PROVIDED WITHIN THE “SEED SPECIFICATION” OR “SOD SPECIFICATION” IS
APPROXIMATE AND FOR BIDDING PURPOSES ONLY. IF ADDITIONAL AMENDMENTS ARE NECESSARY, ADJUST THE TOPSOIL AS
FOLLOWS:
·MODIFY HEAVY CLAY OR SILT SOILS (MORE THAN 40% CLAY OR SILT) BY ADDING COMPOSTED PINE BARK (UP TO 30% BY
VOLUME) OR GYPSUM.
·MODIFY EXTREMELY SANDY SOILS (MORE THAN 85%) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED CLAY LOAM
UP TO 30% OF THE TOTAL MIX.
3. TOPSOIL SHALL BE FERTILE, FRIABLE, NATURAL TOPSOIL OF LOAMING CHARACTER, WITHOUT ADMIXTURE OF SUBSOIL
MATERIAL OBTAINED FROM A WELL-DRAINED ARABLE SITE, FREE FROM ALL CLAY, LUMPS, COARSE SANDS, STONES, PLANTS,
ROOTS, STICKS, AND OTHER FOREIGN MATERIAL GREATER THAN ONE INCH (1”).
4. TOPSOIL SHALL HAVE A PH RANGE OF 5.0-7.0 AND SHALL NOT CONTAIN LESS THAN 6% ORGANIC MATTER BY WEIGHT.
5. OBTAIN TOPSOIL ONLY FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL CHARACTERISTICS TO THAT FOUND AT
THE PROJECT SITE.
6. CONTRACTOR SHALL PROVIDE A SIX INCH (6") DEEP LAYER OF TOPSOIL IN ALL PLANTING AREAS. TOPSOIL SHALL BE SPREAD
OVER A PREPARED SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS. THE SPREADING OF
TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN SOIL CONDITIONS.
7. UNLESS OTHERWISE NOTED IN THE CONTRACT, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
INSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE-GRADING WITHIN THE DISTURBED AREA OF THE SITE.
8. LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE SUB-GRADE ELEVATION MEETS THE FINISHED GRADE ELEVATION (LESS THE
REQUIRED TOPSOIL), IN ACCORDANCE WITH THE APPROVED OR FINAL GRADING PLAN.
9. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT CHANGE
OF SURFACE AS DEPICTED WITHIN THE APPROVED OR FINAL CONSTRUCTION SET UNLESS OTHERWISE DIRECTED BY THE
PROJECT LANDSCAPE DESIGNER OR MUNICIPAL OFFICIAL.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER SURFACE AND SUBSURFACE PLANT BED DRAINAGE PRIOR TO THE
INSTALLATION OF PLANTINGS. IF POOR DRAINAGE CONDITIONS EXIST, CORRECTIVE ACTION SHALL BE TAKEN PRIOR TO
INSTALLATION. ALL PLANTING AND LAWN AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW A FREE FLOW OF SURFACE
WATER.
11. DOUBLE SHREDDED HARDWOOD MULCH OR APPROVED EQUAL SHALL BE USED AS A THREE INCH (3") TOP DRESSING IN ALL
SHRUB PLANTING BEDS AND AROUND ALL TREES PLANTED BY LANDSCAPE CONTRACTOR. GROUND COVER, PERENNIAL, AND
ANNUAL PLANTING BEDS SHALL BE MULCHED WITH A TWO INCH (2”) TOP DRESSING. SINGLE TREES OR SHRUBS SHALL BE
MULCHED TO AVOID CONTACT WITH TRUNK OR PLANT STEM. MULCH SHALL BE OF SUFFICIENT CHARACTER AS NOT TO BE
EASILY DISPLACED BY WIND OR WATER RUNOFF.
12. WHENEVER POSSIBLE, THE SOIL PREPARATION AREA SHALL BE CONNECTED FROM PLANTING TO PLANTING.
13. SOIL SHALL BE LOOSENED WITH A BACKHOE OR OTHER LARGE COARSE-TILING EQUIPMENT UNLESS THE SOIL IS FROZEN OR
EXCESSIVELY WET. TILING THAT PRODUCES LARGE, COARSE CHUNKS OF SOIL IS PREFERABLE TO TILING THAT RESULTS IN FINE
GRAINS UNIFORM IN TEXTURE. AFTER THE AREA IS LOOSENED IT SHALL NOT BE DRIVEN OVER BY ANY VEHICLE.
14. APPLY PRE-EMERGENT WEED CONTROL TO ALL PLANT BEDS PRIOR TO MULCHING. ENSURE COMPATIBILITY BETWEEN
PRODUCT AND PLANT MATERIAL.
15. ALL PLANTING SOIL SHALL BE AMENDED WITH THE FOLLOWING:
MYCRO® TREE SAVER - A DRY GRANULAR MYCORRHIZAL FUNGI INOCULANT THAT IS MIXED IN THE BACKFILL WHEN
PLANTING TREES AND SHRUBS. IT CONTAINS SPORES OF BOTH ECTOMYCORRHIZAL AND VA MYCORRHIZAL FUNGI (VAM),
BENEFICIAL RHIZOSPHERE BACTERIA, TERRA-SORB SUPERABSORBENT HYDROGEL TO REDUCE WATER LEACHING, AND
SELECTED ORGANIC MICROBIAL NUTRIENTS.
·DIRECTIONS FOR USE: USE 3-OZ PER EACH FOOT DIAMETER OF THE ROOT BALL, OR 3-OZ PER INCH CALIPER. MIX INTO THE
BACKFILL WHEN TRANSPLANTING TREES AND SHRUBS. MIX PRODUCT IN A RING-SHAPED VOLUME OF SOIL AROUND THE
UPPER PORTION OF THE ROOT BALL, EXTENDING FROM THE SOIL SURFACE TO A DEPTH OF ABOUT 8 INCHES, AND
EXTENDING OUT FROM THE ROOT BALL ABOUT 8 INCHES INTO THE BACKFILL. APPLY WATER TO SOIL SATURATION.
·MYCOR® TREE SAVER® IS EFFECTIVE FOR ALL TREE AND SHRUB SPECIES EXCEPT RHODODENDRONS, AZALEAS, AND
MOUNTAIN LAUREL, WHICH REQUIRE ERICOID MYCORRHIZAE.
·SOIL PH: THE FUNGI IN THIS PRODUCT WERE CHOSEN BASED ON THEIR ABILITY TO SURVIVE AND COLONIZE PLANT ROOTS
IN A PH RANGE OF 3 TO 9.
·FUNGICIDES: THE USE OF CERTAIN FUNGICIDES CAN HAVE A DETRIMENTAL EFFECT ON THE INOCULATION PROGRAM. SOIL
APPLICATION OF ANY FUNGICIDE IS NOT RECOMMENDED FOR TWO WEEKS AFTER APPLICATION.
·OTHER PESTICIDES: HERBICIDES AND INSECTICIDES DO NOT NORMALLY INTERFERE WITH MYCORRHIZAL FUNGAL
DEVELOPMENT, BUT MAY INHIBIT THE GROWTH OF SOME TREE AND SHRUB SPECIES IF NOT USED PROPERLY.
HEALTHY START MACRO TABS 12-8-8
·FERTILIZER TABLETS ARE PLACED IN THE UPPER 4 INCHES OF BACKFILL SOIL WHEN PLANTING TREES AND SHRUBS.
·TABLETS ARE FORMULATED FOR LONG-TERM RELEASE BY SLOW BIODEGRADATION, AND LAST UP TO 2 YEARS AFTER
PLANTING. TABLETS CONTAIN 12-8-8 NPK FERTILIZER, AS WELL AS A MINIMUM OF SEVEN PERCENT (7%) HUMIC ACID BY
WEIGHT, MICROBIAL NUTRIENTS DERIVED FROM SEA KELP, PROTEIN BYPRODUCTS, AND YUCCA SCHIDIGERA, AND A
COMPLEMENT OF BENEFICIAL RHIZOSPHERE BACTERIA. THE STANDARD 21 GRAM TABLET IS SPECIFIED HERE. DIRECTIONS
FOR USE: FOR PLANTING BALLED & BURLAPPED (B&B) TREES AND SHRUBS, MEASURE THE THICKNESS OF THE TRUNK, AND
USE ABOUT 1 TABLET (21-G) PER HALF-INCH. PLACE THE TABLETS DIRECTLY NEXT TO THE ROOT BALL, EVENLY DISTRIBUTED
AROUND ITS PERIMETER, AT A DEPTH OF ABOUT 4 INCHES.
PLANT QUALITY AND HANDLING NOTES:
1. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004) OR LATEST
REVISION AS PUBLISHED BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION.
2. IN ALL CASES, BOTANICAL NAMES LISTED WITHIN THE APPROVED OR FINAL PLANT LIST SHALL TAKE PRECEDENCE OVER
COMMON NAMES.
3. ALL PLANTS SHALL BE OF SELECTED SPECIMEN QUALITY, EXCEPTIONALLY HEAVY, TIGHTLY KNIT, SO TRAINED OR FAVORED IN
THEIR DEVELOPMENT AND APPEARANCE AS TO BE SUPERIOR IN FORM, NUMBER OF BRANCHES, COMPACTNESS AND SYMMETRY.
ALL PLANTS SHALL HAVE A NORMAL HABIT OR SOUND, HEALTHY, VIGOROUS PLANTS WITH WELL DEVELOPED ROOT SYSTEM.
PLANTS SHALL BE FREE OF DISEASE, INSECT PESTS, EGGS OR LARVAE.
4. PLANTS SHALL NOT BE PRUNED BEFORE DELIVERY. TREES WITH ABRASION OF THE BARK, SUNSCALDS, DISFIGURING KNOTS OR
FRESH CUTS OF LIMBS OVER ONE AND ONE-FOURTH INCHES (1-1/4") WHICH HAVE NOT COMPLETELY CALLOUSED SHALL BE
REJECTED.
5. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH AND BE LEGIBLY
TAGGED WITH THE PROPER NAME AND SIZE.
6. THE ROOT SYSTEM OF EACH PLANT SHALL BE WELL PROVIDED WITH FIBROUS ROOTS. ALL PARTS SHALL BE SOUND, HEALTHY,
VIGOROUS, WELL-BRANCHED AND DENSELY FOLIATED WHEN IN LEAF.
7. ALL PLANTS DESIGNATED BALL AND BURLAP (B&B) MUST BE MOVED WITH THE ROOT SYSTEM AS SOLID UNITS WITH BALLS OF
EARTH FIRMLY WRAPPED WITH BURLAP. THE DIAMETER AND DEPTH OF THE BALLS OF EARTH MUST BE SUFFICIENT TO
ENCOMPASS THE FIBROUS ROOT FEEDING SYSTEMS NECESSARY FOR THE HEALTHY DEVELOPMENT OF THE PLANT. NO PLANT
SHALL BE ACCEPTED WHEN THE BALL OF EARTH SURROUNDING ITS ROOTS HAS BEEN BADLY CRACKED OR BROKEN
PREPARATORY TO OR DURING THE PROCESS OF PLANTING. THE BALLS SHALL REMAIN INTACT DURING ALL OPERATIONS. ALL
PLANTS THAT CANNOT BE PLANTED AT ONCE MUST BE HEELED-IN BY SETTING IN THE GROUND AND COVERING THE BALLS
WITH SOIL OR MULCH AND THEN WATERING. HEMP BURLAP AND TWINE IS PREFERABLE TO TREATED. IF TREATED BURLAP IS
USED, ALL TWINE IS TO BE CUT FROM AROUND THE TRUNK AND ALL BURLAP IS TO BE REMOVED.
8. PLANTS TRANSPORTED TO THE PROJECT IN OPEN VEHICLES SHALL BE COVERED WITH TARPS OR OTHER SUITABLE COVERS
SECURELY FASTENED TO THE BODY OF THE VEHICLE TO PREVENT INJURY TO THE PLANTS. CLOSED VEHICLES SHALL BE
ADEQUATELY VENTILATED TO PREVENT OVERHEATING OF THE PLANTS. EVIDENCE OF INADEQUATE PROTECTION FOLLOWING
DIGGING, CARELESSNESS WHILE IN TRANSIT, OR IMPROPER HANDLING OR STORAGE SHALL BE CAUSE FOR REJECTION OF
PLANT MATERIAL. ALL PLANTS SHALL BE KEPT MOIST, FRESH, AND PROTECTED. SUCH PROTECTION SHALL ENCOMPASS THE
ENTIRE PERIOD DURING WHICH THE PLANTS ARE IN TRANSIT, BEING HANDLED, OR ARE IN TEMPORARY STORAGE.
9. ALL PLANT MATERIAL SHALL BE INSTALLED IN ACCORDANCE WITH THE CORRESPONDING LANDSCAPE PLAN AND PLANTING
DETAILS.
10. LANDSCAPE CONTRACTOR SHALL MAKE BEST EFFORT TO INSTALL PLANTINGS ON THE SAME DAY AS DELIVERY. IF PLANTS ARE
NOT PLANTED IMMEDIATELY ON SITE, PROPER CARE SHALL BE TAKEN TO PLACE THE PLANTINGS IN PARTIAL SHADE WHEN
POSSIBLE. THE ROOT BALL SHALL BE KEPT MOIST AT ALL TIME AND COVERED WITH MOISTENED MULCH OR AGED
WOODCHIPS. PROPER IRRIGATION SHALL BE SUPPLIED SO AS TO NOT ALLOW THE ROOT BALL TO DRY OUT. PLANTINGS
SHALL BE UNTIED AND PROPER SPACING SHALL BE ALLOTTED FOR AIR CIRCULATION AND TO PREVENT DISEASE, WILTING,
AND LEAF LOSS. PLANTS THAT REMAIN UNPLANTED FOR A PERIOD OF TIME GREATER THAN THREE (3) DAYS SHALL BE HEALED
IN WITH TOPSOIL OR MULCH AND WATERED AS REQUIRED TO PRESERVE ROOT MOISTURE.
11. NO PLANT MATERIAL SHALL BE PLANTED IN MUDDY OR FROZEN SOIL.
12. PLANTS WITH INJURED ROOTS OR BRANCHES SHALL BE PRUNED PRIOR TO PLANTING UTILIZING CLEAN, SHARP TOOLS. ONLY
DISEASED OR INJURED PLANTS SHALL BE REMOVED.
13. IF ROCK OR OTHER UNDERGROUND OBSTRUCTION IS ENCOUNTERED, THE LANDSCAPE DESIGNER RESERVES THE RIGHT TO
RELOCATE OR ENLARGE PLANTING PITS OR DELETE PLANT MATERIAL FROM THE CONTRACT.
14. IF PLANTS ARE PROPOSED WITHIN SIGHT TRIANGLES, TREES SHALL BE LIMBED AND MAINTAINED TO A HEIGHT OF EIGHT FEET
(8') ABOVE GRADE, AND SHRUBS, GROUND COVER, PERENNIALS, AND ANNUALS SHALL BE MAINTAINED TO A HEIGHT NOT TO
EXCEED TWO FEET (2') ABOVE GRADE UNLESS OTHERWISE NOTED OR SPECIFIED BY THE GOVERNING MUNICIPALITY OR
AGENCY.
15. INSTALLATION SHALL OCCUR DURING THE FOLLOWING SEASONS:
PLANTS (MARCH 15 - DECEMBER 15)
LAWNS (MARCH 15 - JUNE 15 OR SEPTEMBER 1 - DECEMBER 1)
16. THE FOLLOWING TREES ARE SUSCEPTIBLE TO TRANSPLANT SHOCK AND SHALL NOT BE PLANTED DURING THE FALL SEASON
(STARTING SEPTEMBER 15):
ABIES CONCOLOR CORNUS VARIETIES OSTRYA VIRGINIANA
ACER BUERGERIANUM CRATAEGUS VARIETIES PINUS NIGRA
ACER FREEMANII CUPRESSOCYPARIS LEYLANDII PLATANUS VARIETIES
ACER RUBRUM FAGUS VARIETIES POPULUS VARIETIES
ACER SACCHARINUM HALESIA VARIETIES PRUNUS VARIETIES
BETULA VARIETIES ILEX X FOSTERII PYRUS VARIETIES
CARPINUS VARIETIES ILEX NELLIE STEVENS QUERCUS VARIETIES (NOT Q. PALUSTRIS)
CEDRUS DEODARA ILEX OPACA SALIX WEEPING VARIETIES
CELTIS VARIETIES JUNIPERUS VIRGINIANA SORBUS VARIETIES
CERCIDIPHYLLUM VARIETIES KOELREUTERIA PANICULATA TAXODIUM VARIETIES
CERCIS CANADENSIS LIQUIDAMBAR VARIETIES TAXUX B REPANDENS
CORNUS VARIETIES LIRIODENDRON VARIETIES TILIA TOMENTOSA VARIETIES
CRATAEGUS VARIETIES MALUS IN LEAF ULMUS PARVIFOLIA VARIETIES
NYSSA SYLVATICA ZELKOVA VARIETIES
17. IF A PROPOSED PLANT IS UNATTAINABLE OR ON THE FALL DIGGING HAZARD LIST, AN EQUIVALENT SPECIES OF THE SAME SIZE
MAY BE REQUESTED FOR SUBSTITUTION OF THE ORIGINAL PLANT. ALL SUBSTITUTIONS SHALL BE APPROVED BY THE PROJECT
LANDSCAPE DESIGNER OR MUNICIPAL OFFICIAL PRIOR TO ORDERING AND INSTALLATION.
18. DURING THE COURSE OF CONSTRUCTION/PLANT INSTALLATION, EXCESS AND WASTE MATERIALS SHALL BE CONTINUOUSLY
AND PROMPTLY REMOVED AT THE END OF EACH WORK DAY. ALL DEBRIS, MATERIALS, AND TOOLS SHALL BE PROPERLY
STORED, STOCKPILED OR DISPOSED OF AND ALL PAVED AREAS SHALL BE CLEANED.
19. THE LANDSCAPE CONTRACTOR SHALL DISPOSE OF ALL RUBBISH AND EXCESS SOIL AT HIS EXPENSE TO AN OFF-SITE LOCATION
AS APPROVED BY THE LOCAL MUNICIPALITY.
20. A 90-DAY MAINTENANCE PERIOD SHALL BEGIN IMMEDIATELY AFTER ALL PLANTS HAVE BEEN SATISFACTORILY INSTALLED.
21. MAINTENANCE SHALL INCLUDE, BUT NOT BE LIMITED TO, REPLACING MULCH THAT HAS BEEN DISPLACED BY EROSION OR
OTHER MEANS, REPAIRING AND RESHAPING WATER RINGS OR SAUCERS, MAINTAINING STAKES AND GUYS IF ORIGINALLY
REQUIRED, WATERING WHEN NEEDED OR DIRECTED, WEEDING, PRUNING, SPRAYING, FERTILIZING, MOWING THE LAWN, AND
PERFORMING ANY OTHER WORK REQUIRED TO KEEP THE PLANTS IN A HEALTHY CONDITION.
22. MOW ALL GRASS AREAS AT REGULAR INTERVALS TO KEEP THE GRASS HEIGHT FROM EXCEEDING THREE INCHES (3"). MOWING
SHALL BE PERFORMED ONLY WHEN GRASS IS DRY. MOWER BLADE SHALL BE SET TO REMOVE NO MORE THAN ONE THIRD (1/3)
OF THE GRASS LENGTH. WHEN THE AMOUNT OF GRASS IS HEAVY, IT SHALL BE REMOVED TO PREVENT DESTRUCTION OF THE
UNDERLYING TURF. MOW GRASS AREAS IN SUCH A MANNER AS TO PREVENT CLIPPINGS FROM BLOWING ON PAVED AREAS,
AND SIDEWALKS. CLEANUP AFTER MOWING SHALL INCLUDE SWEEPING OR BLOWING OF PAVED AREAS AND SIDEWALKS TO
CLEAR THEM FROM MOWING DEBRIS.
23. GRASSED AREAS DAMAGED DURING THE PROCESS OF THE WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, WHO
SHALL RESTORE THE DISTURBED AREAS TO A CONDITION SATISFACTORY TO THE PROJECT LANDSCAPE DESIGNER, MUNICIPAL
OFFICIAL, OR OWNER/OWNER'S REPRESENTATIVE. THIS MAY INCLUDE FILLING TO GRADE, FERTILIZING, SEEDING, AND
MULCHING.
24. SHOULD THE OWNER REQUIRE MAINTENANCE BEYOND THE STANDARD 90-DAY MAINTENANCE PERIOD, A SEPARATE
CONTRACT SHALL BE ESTABLISHED.
25. LANDSCAPE CONTRACTOR SHALL WATER NEW PLANTINGS FROM TIME OF INSTALL AND THROUGHOUT REQUIRED 90-DAY
MAINTENANCE PERIOD UNTIL PLANTS ARE ESTABLISHED. IF ON-SITE WATER IS NOT AVAILABLE AT THE PROJECT LOCATION,
THE LANDSCAPE CONTRACTOR SHALL FURNISH IT BY MEANS OR A WATERING TRUCK OR OTHER ACCEPTABLE MANNER.
26. THE QUANTITY OF WATER APPLIED AT ONE TIME SHALL BE SUFFICIENT TO PENETRATE THE SOIL TO A MINIMUM OF EIGHT
INCHES (8") IN SHRUB BEDS AND SIX INCHES (6") IN TURF AREAS AT A RATE WHICH WILL PREVENT SATURATION OF THE SOIL.
27. IF AN AUTOMATIC IRRIGATION SYSTEM HAS BEEN INSTALLED, IT CAN BE USED FOR WATERING PLANT MATERIAL. HOWEVER,
FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY OF PLANT HEALTH AND
ESTABLISHMENT.
PLANT MATERIAL GUARANTEE NOTES:
1. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR (1 YR.) FROM APPROVAL
OF LANDSCAPE INSTALLATION BY THE PROJECT LANDSCAPE DESIGNER, MUNICIPAL OFFICIAL, OR OWNER/OWNER'S
REPRESENTATIVE.
2. THE LANDSCAPE CONTRACTOR SHALL REMOVE AND REPLACE DYING, DEAD, OR DEFECTIVE PLANT MATERIAL AT HIS EXPENSE.
THE LANDSCAPE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS COMPANY'S OPERATIONS.
3. ALL REPLACEMENT PLANTS SHALL BE OF THE SAME SPECIES AND SIZE AS SPECIFIED ON THE APPROVED OR FINAL PLANT LIST.
REPLACEMENTS RESULTING FROM REMOVAL, LOSS, OR DAMAGE DUE TO OCCUPANCY OF THE PROJECT IN ANY PART,
VANDALISM, PHYSICAL DAMAGE BY ANIMALS, VEHICLES, ETC., AND LOSSES DUE TO CURTAILMENT OF WATER BY LOCAL
AUTHORITIES SHALL BE APPROVED AND PAID FOR BY THE OWNER.
4. THE CONTRACTOR SHALL INSTRUCT THE OWNER AS TO THE PROPER CARE AND MAINTENANCE OF ALL PLANTINGS.
LAWN (SEED OR SOD) NOTES:
1. SEED MIXTURE SHALL BE FRESH, CLEAN, NEW CROP SEED. SOD SHALL BE STRONGLY ROOTED, UNIFORM IN THICKNESS, AND
FREE OF WEEDS, DISEASE, AND PESTS.
2. SEED OR SOD SHALL BE PURCHASED FROM A RECOGNIZED DISTRIBUTOR AND SHALL BE COMPOSED OF THE MIX OR BLEND
WITHIN THE PROVIDED “SEED SPECIFICATION” OR “SOD SPECIFICATION.”
3. REFERENCE LANDSCAPE PLAN FOR AREAS TO BE SEEDED OR LAID WITH SOD.
4. SEEDING SHALL NOT BE PERFORMED IN WINDY WEATHER. IF THE SEASON OF THE PROJECT COMPLETION PROHIBITS
PERMANENT STABILIZATION, TEMPORARY STABILIZATION SHALL BE PROVIDED IN ACCORDANCE WITH THE “TEMPORARY
SEEDING SPECIFICATION.”
5. PROTECT NEW LAWN AREAS AGAINST TRESPASSING WHILE THE SEED IS GERMINATING. FURNISH AND INSTALL FENCES, SIGNS,
BARRIERS OR ANY OTHER NECESSARY TEMPORARY PROTECTIVE DEVICES. DAMAGE RESULTING FROM TRESPASS, EROSION,
WASHOUT, SETTLEMENT OR OTHER CAUSES SHALL BE REPAIRED BY THE LANDSCAPE CONTRACTOR AT HIS EXPENSE. REMOVE
ALL FENCES, SIGNS, BARRIERS OR OTHER TEMPORARY PROTECTIVE DEVICES ONCE LAWN HAS BEEN ESTABLISHED.
NOTES:
1.FOR CONTAINER-GROWN TREES, USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER OF
POTTING SOIL; THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER
2.THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER
PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS.
3.SOIL AMENDMENTS:
·MODIFY HEAVY CLAY OR SILT SOILS (MORE THAN 40% CLAY OR SILT) BY ADDING COMPOSTED PINE BARK (UP TO 30% BY
VOLUME) OR GYPSUM
·MODIFY EXTREMELY SANDY SOILDS (MORE THAN 85% SAND) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED CLAY
LOAM UP TO 30% OF THE TOTAL MIX
NOTES:
1. FOR CONTAINER-GROWN TREES, USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER OF
POTTING SOIL; THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER.
2. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER
PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS.
3. SOIL AMENDMENTS:
·MODIFY HEAVY CLAY OR SILT SOILS (MORE THAN 40% CLAY OR SILT) BY ADDING COMPOSTED PINE BARK (UP TO 30% BY
VOLUME) OR GYPSUM
·MODIFY EXTREMELY SANDY SOILS (MORE THAN 85% SAND) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED CLAY
LOAM UP TO 30% OF THE TOTAL MIX
SPACING CHART
A
ROW "A"SPACING "D"
PLANTED ON CENTER (SEE SPACING CHART)
36" O.C.
6" O.C.
8" O.C.
10" O.C.
12" O.C.
15" O.C
18" O.C.
24" O.C.
30" O.C.
30.00"
5.20"
6.93"
8.66"
10.40"
13.00"
15.60"
20.80"
26.00"
DD
D
NOT TO SCALE
NOTES:
1.THOROUGHLY SOAK THE GROUND COVER ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH
AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS.
2.SOIL AMENDMENTS:
·MODIFY HEAVY CLAY OR SILT SOILDS (MORE THAN 40% CLAY OR SILT) BY ADDING COMPOSTED PINE BARK (UP TO 30% BY VOLUME) OR
GYPSUM
·MODIFY EXTREMELY SANDY SOILDS (MORE THAN 85% SAND) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED CLAY LOAM UP
TO 30% OF THE TOTAL MIX
3. ALL GROUND COVER AREAS SHALL BE TREATED WITH A PRE-EMERGENT PER MANUFACTURER'S SPECIFICATIONS
2" DOUBLE
SHREDDED
HARDWOOD MULCH
(DO NOT PLACE
MULCH AGAINST
THE BASE OF THE
PLANT)
GENTLY PULL ROOTS AWAY
FROM TOPSOIL MASS WITH
FINGERS
BACKFILL SOIL
·1 PART SOIL AMENDMENT
(BASED ON SOIL TEST)
·3 PARTS NATIVE TOPSOIL
UNDISTURBED SUBGRADE
GROUND COVER/PERENNIAL/ANNUAL
PLANTING DETAIL
NOT TO SCALE
DECIDUOUS AND EVERGREEN SHRUB PLANTING DETAIL 3
4
4" TO 6" DEEPER
THAN ROOT BALL
X = MINIMUM DIAMETER
OF PREPARED SOIL FOR
TREES. SEE TABLE
DECIDUOUS TREE PLANTING DETAIL
NOT TO SCALE
CONIFEROUS TREE PLANTING DETAIL
NOT TO SCALE
12" TO 18" (FOR
LARGER SHRUB
ROOT BALLS
MAKE DEPTH
MIN. 4" DEEPER
THAN BALL)
BALLED AND BURLAPPED PLANT
PREPARE SOIL IN THE ENTIRE BED USING PROCEDURES OUTLINED IN TABLE (X)
8" TO 12"
CONTAINER PLANT
NOT TO SCALE
PROVIDE A (48") INCH RIGID TREE
BARK PROTECTOR AROUND THE
TRUNK OF CANOPY TREES AND
UNDERSTORY TREES FOR DEER
PROTECTION.
"TREE BARK PROTECTORS - BG48"
(A.M. LEONARD HORTICULTURAL
SUPPLY) AT 800-433-0633 OR
APPROVED EQUAL
MARK NORTH SIDE OF TREE IN
THE NURSERY AND LOCATE
TO THE NORTH IN THE FIELD.
WHEN IRRIGATION IS NOT
PROVIDED SPECIFICALLY FOR
THE TREE, TREEGATOR BAGS
ARE RECOMMENDED TO HELP
FACILITATE PROPER WATERING
DURING THE FIRST TWO YEARS.
WIRE BASKET TO REMOVED
CUT OFF TWINE, OPEN
BURLAP, CUT AS LOW AS
POSSIBLE AND REMOVE.
DIG WIDE SHALLOW HOLE
WITH TAPERED SIDES
TAMP SOIL SOLIDLY AROUND
BASE OF ROOT BALL
SET ROOT BALL ON UNDISTURBED
SOIL PAD IN BOTTOM OF HOLE.
SOIL TO BE PREPARED
PER NOTES PRIOR TO
PLANTING TREE.
MAXIMUM 3" OF SHREDDED
BARK MULCH. DO NOT
PLACE MULCH WITHIN 6"
OF TREE TRUNK.
FORM EARTH WATERING
SAUCER AROUND TREE
AT EDGE OF ROOT BALL.
SET TOP OF TRUE ROOT
BALL 1" TO 2" ABOVE
FINISHED GRADE OR
SEVERAL INCHES HIGHER IN
POORLY DRAINING SOILS.
SECURE STAKES TO TREE
USING 2 ARBORTIES.
INSTALL (2) 3" dia. 8' LONG
CEDAR POST IN TO
UNDISTURBED SOIL, THEN
BACKFILL. STAKES SHALL
KEEP TREE VERTICAL AND
PLUMB.
AVOID PURCHASING TREES WITH TWO
LEADERS OR REMOVE ONE AT PLANTING.
OTHERWISE DO NOT PRUNE TREE AT
PLANTING EXCEPT FOR SPECIFIC
STRUCTURAL CORRECTIONS.
MARK NORTH SIDE OF TREE IN
THE NURSERY AND LOCATE TO
THE NORTH IN THE FIELD.
WIRE BASKET TO REMOVED
CUT OFF TWINE, OPEN BURLAP,
CUT AS LOW AS POSSIBLE AND
REMOVE.
X = MINIMUM WIDTH
OF PREPARED SOIL
FOR TREES. SEE TABLE
DIG WIDE SHALLOW HOLE
WITH TAPERED SIDES
TAMP SOIL SOLIDLY AROUND
BASE OF ROOT BALL
SET ROOT BALL ON UNDISTURBED
SOIL PAD IN BOTTOM OF HOLE.
AVOID PURCHASING TREES WITH
TWO LEADERS OR REMOVE ONE
AT PLANTING. OTHERWISE DO
NOT PRUNE TREE AT PLANTING
EXCEPT FOR SPECIFIC
STRUCTURAL CORRECTIONS.
INSTALL (2) 3" dia. 8' LONG CEDAR
POST IN TO UNDISTURBED SOIL,
THEN BACKFILL. STAKES SHALL
KEEP TREE VERTICAL AND PLUMB.
SECURE STAKES TO TREE USING
2 ARBORTIES.
SET TOP OF TRUE ROOT BALL 1"
TO 2" ABOVE FINISHED GRADE
OR SEVERAL INCHES HIGHER IN
POORLY DRAINING SOILS.
FORM EARTH WATERING
SAUCER AROUND TREE AT EDGE
OF ROOT BALL.
MAXIMUM 3" OF SHREDDED BARK
MULCH. DO NOT PLACE MULCH
WITHIN 6" OF TREE TRUNK.
SOIL TO BE PREPARED PER NOTES
PRIOR TO PLANTING TREE.
4" TO 6" DEEPER
THAN ROOT BALL
PLACE SHRUB IN HOLE REMOVE AS MUCH BURLAP
AS POSSIBLE FROM ROOT BALL. COMPLETELY
REMOVE ALL PLASTIC OR NYLON STRING. SET
ROOT BALL FLUSH WITH FINISHED GRADE
MAXIMUM 2" MULCH, DO NOT PUT
MULCH WITHIN 4" OF BASE OF PLANT.
SOIL SURFACE ROUGHENED
TO BIND WITH NEW SOILS
SOIL TO BE PREPARED PER
NOTES PRIOR TO
PLANTING TREE.
LAWN OR
PAVING
EXISTING
SUBGRADE
SOIL TO BE PREPARED PER TABLE
PRIOR TO PLANTING TREE.
USE FINGERS OR SMALL
HAND TOOL TO PULL
ROOTS OUT OF BALL.
ARBORTIE DETAIL
NOT TO SCALE
ARBOR TIE
NAILED TO
STAKE
ARBOR TIE
STAKES
TREE
TREE
INSTALLATION GUIDELINES:
1.LOOP TIE AROUND TREE AND NAIL TO CEDAR
STAKE.
2.REMOVE ALL STAKING AND TIES AT END OF FIRST
GROWING SEASON.
3.FOLD ENDS OF ARBORTIE BACK. SECURE TO STAKES
WITH 1" GALVANIZED ROOFING NAIL OR USE A
KNOT.
4.CONSULT LANDSCAPE ARCHITECT FOR STAKING
OF TREES LARGER THAN 6".
5.SOURCES INCLUDE:
GEMPLERS 1-800-332-6744 or GEMPLERS.COM
CSP OUTDOORS 1-800-592-6940 or
CSPOUTDOORS.COM
WHEN IRRIGATION IS NOT
PROVIDED SPECIFICALLY FOR
THE TREE, TREEGATOR JR. BAGS
ARE RECOMMENDED TO HELP
FACILITATE PROPER WATERING
DURING THE FIRST TWO YEARS.
21
NOTES:
1.FOR THE CONTAINER-GROWN SHRUBS,
USE FINGERS OR SMALL HAND TOOL TO
PULL THE ROOTS OUT OF THE OUTER
LAYER OF POTTING SOIL; THEN CUT OR
PULL APART ANY ROOTS CIRCLING THE
PERIMETER OF THE CONTAINER.
2.THOROUGHLY SOAK THE SHRUB ROOT
BALL AND ADJACENT PREPARED SOIL
SEVERAL TIMES DURING THE FIRST
MONTH AFTER PLANTING AND
REGULARLY THROUGHOUT THE
FOLLOWING TWO SUMMERS.
·MODIFY HEAVY CLAY OR SILT SOILS
(MORE THAN 40% CLAY OR SILT) BY
ADDING COMPOSTED PINE BARK (UP
TO 30% BY VOLUME) OR GYPSUM
·MODIFY EXTREMELY SANDY SOILS
(MORE THAN 85% SAND) BY ADDING
ORGANIC MATTER AND/OR DRY, SHREDDED
CLAY LOAM UP TO 30% OF THE TOTAL
5 IRRIGATION DURING ESTABLISHMENT
SIZE AT
PLANTING IRRIGATION FOR VITALITY IRRIGATION FOR SURVIVAL
< 2" CALIPER DAILY FOR TWO WEEKS, EVERY OTHER DAY FOR
TWO MONTHS, WEEKLY UNTIL ESTABLISHED
TWO TO THREE TIMES WEEKLY
FOR TWO TO THREE MONTHS
2"-4 CALIPER DAILY FOR ONE MONTH, EVERY OTHER DAY FOR
THREE MONTHS, WEEKLY UNTIL ESTABLISHED
TWO TO THREE TIMES WEEKLY
FOR THREE TO FOUR MONTHS
4 >" CALIPER DAILY FOR SIX WEEKS, EVERY OTHER DAY FOR FIVE
MONTHS, WEEKLY UNTIL ESTABLISHED
TWICE WEEKLY FOR FOUR TO FIVE
MONTHS
TABLE NOTES:
1. AT EACH IRRIGATION, APPLY TWO TO THREE GALLONS PER INCH TRUNK CALIPER TO THE ROOT BALL SURFACE.
APPLY IT IN A MANNER SO ALL WATER SOAKS THE ENTIRE ROOT BALL. DO NOT WATER IF ROOT BALL IS
WET/SATURATED ON THE IRRIGATION DAY.
2. WHEN IRRIGATING FOR VITALITY, DELETE DAILY IRRIGATION WHEN PLANTING IN WINTER OR WHEN PLANTING IN
COOL CLIMATES. ESTABLISHMENT TAKES THREE TO FOUR MONTHS PER INCH TRUNK CALIPER. NEVER APPLY
IRRIGATION IF THE SOIL IS SATURATED.
3. WHEN IRRIGATION FOR SURVIVAL, TREES TAKE MUCH LONGER TO ESTABLISH THAN REGULARLY IRRIGATED TREES.
IRRIGATION MAY BE REQUIRED IN THE NORMAL HOT, DRY PORTIONS OF THE FOLLOWING YEAR.C-11
LANDSCAPE DETAILS
CURB TAPER DETAIL
NOT TO SCALE
2"
5'-0" TAPER FROM
2" HEIGHT TO FULL
HEIGHT OF CURB
1'-0" FULL HEIGHT
OF CURB
R=1"
PAVEMENT
EXISTING/PROPOSED CURB
NOT TO SCALE
CONCRETE CURB DETAIL
NOTES:
1.CONCRETE SHALL BE 3500 PSI AT 28 DAYS, AIR-ENTRAINED.
2.TRANSVERSE EXPANSION JOINTS SHALL BE PROVIDED AT 20 FOOT INTERVALS WITH PRE-MOLDED,
BITUMINOUS JOINT FILLER, RECESSED 14" FROM SURFACE.
3.HALF DEPTH CONTRACTION JOINTS SHALL BE PROVIDED AT 10 FOOT INTERVALS.
4.18" CURB DEPTH SHALL BE MAINTAINED AT DEPRESSED OR FLUSH CURBED AREAS.
18"
6"
8"
SEE
PLAN
EXPANSION JOINT WHERE ABUTTING
CONCRETE SIDEWALK. GRADE OF
SIDEWALK OR ADJACENT LANDSCAPE
AREA SHALL MEET TOP OF CURB.
12" PREFORMED JOINT FILLER SHALL BE
INSTALLED BETWEEN CURB AND
NON-BITUMINOUS PAVEMENT OR
NON-BITUMINOUS BASE COURSE
APPROVED COMPACTED
SUBGRADE
FULL DEPTH PAVEMENT
(SEE DETAIL)
R=1"
HOT TAR SEAL
1
7
11
5
13
8
12
3
14
9
4
6
10
NOT TO SCALE
12"
4'-0"
6"
VAN
ACCESSIBLE
HANDICAPPED
PARKING
ACCESSIBLE PARKING SIGN DETAIL
UNAUTHORIZED VEHICLES
WILL BE REMOVED AT
OWNER'S EXPENSE
SPECIAL PLATE REQUIRED
60"
(MIN.)
3000 PSI CONCRETE
FOOTING
VAN ACCESSIBLE SIGN
(R7-8P) WHERE INDICATED
ON PLANS
U-CHANNEL
MASSACHUSETTS
ACCESSIBLE PARKING SIGN
12" X 18"
AZURE BLUE BACKGROUND
WHITE LETTERS
BACKFILL WITH SUITABLE
MATERIAL AND COMPACT
THOROUGHLY
STOP BAR & ARROW DETAILS
NOT TO SCALE
36"
36"
36"
24"
24"
PAINTED 24" WHITE LINE
PAINTED WHITE LETTERING PAINTED WHITE SYMBOL
EXISTING ASPHALTNEW ASPHALT
FULL DEPTH ASPHALT PAVEMENT DETAIL
NOT TO SCALE
NOTE:
HMA MIX AND DENSE GRADED AGGREGATE
SHALL CONFORM TO STATE DEPARTMENT
OF TRANSPORTATION SPECIFICATIONS.
APPROVED COMPACTED
SUBGRADE
MILLED ASPHALT KEY
1" DEEP X 12" WIDE
HOT TAR SEAL
SAW CUT AND HOT
TAR SEAL
2" THICK, HMA SURFACE COURSE
1.5" THICK, HMA BASE
COURSE
12" THICK, APPROVED DENSE
GRADED AGGREGATE
PARKING STALL MARKINGS
SE
E
S
I
T
E
P
L
A
N
SEE SITE PLAN
NOT TO SCALE
4" WIDE
WHITE STRIPE
CURB OR EDGE OF PAVEMENT
(SEE SITE PLAN)
NOT TO SCALE
24"
CONCRETE WALKWAY TO ASPHALT
TRANSITION DETAIL
6"
8"
PROPOSED 4" CONCRETE
WALKWAY (SEE DETAIL)
14" RADIUS
FULL DEPTH ASPHALT
(SEE DETAIL)
4" THICK, APPROVED CLEAN
CRUSHED STONE
APPROVED COMPACTED
SUBGRADE
HOT TAR SEAL
2
NOT TO SCALE
12"
36"
6"
72"
SIGN POST DETAIL
3000 PSI CONCRETE
FOOTING
U-CHANNEL
MUTCD STANDARD SIGN
(SIZE, SHAPE AND
COLORS). SEE SIGN CHART.
BACKFILL WITH SUITABLE
MATERIAL AND
COMPACTED THOROUGHLY
GRANITE BLOCK CURB DETAIL
NOT TO SCALE
NOTES:
1.TRANSVERSE EXPANSION JOINTS SHALL BE PROVIDED BETWEEN EACH BLOCK
WITH PRE-MOLDED, BITUMINOUS JOINT FILLER, RECESSED 14" FROM SURFACE.
2.18" CURB DEPTH SHALL BE MAINTAINED AT DEPRESSED OR FLUSH CURBED AREAS.
18"
SEE
PLAN
6"
12" PREFORMED JOINT FILLER SHALL
BE INSTALLED BETWEEN CURB
AND NON-BITUMINOUS
PAVEMENT OR NON-BITUMINOUS
BASE COURSE
APPROVED COMPACTED
SUBGRADE
FULL DEPTH PAVEMENT
(SEE DETAIL)
R=1"
6" X 18" GRANITE
(MAX LENGTH 8')
HOT TAR SEAL
EXPANSION JOINT WHERE ABUTTING
CONCRETE SIDEWALK. GRADE OF
SIDEWALK OR ADJACENT LANDSCAPE
AREA SHALL MEET TOP OF CURB.
12" Ø
30"
6"
36"±
NOT TO SCALE
6"
18"±
BIKE LOOP DETAIL
BIKE LOOP INSTALLED AS PER
MANUFACTURER'S INSTRUCTIONS
UNDISTURBED OR
COMPACTED SUBGRADE
6"
1
2" X 9" STEEL PIN SET
THRU LEG
CONCRETE
FOOTING 3000 PSI
12" Ø
CONCRETE WHEEL STOP DETAIL
NOTES:
1.ON CONCRETE PAVEMENT, SECURE WHEEL STOP WITH EPOXY BONDING AGENT.
2.WHEEL STOP SHALL BE 6' LONG.
3.WHEEL STOP SHALL BE PREFABRICATED CONCRETE.
24" TO PAINTED
STRIPE OR CURB, WHEN
LOCATED IN
PARKING SPACE
2 - #4 WEATHER
COATED BARS,
MIN 18" LONG
1'
1'
ASPHALT
PAVEMENT
AREA
EXISTING
PAVEMENT
NOT TO SCALE
X X X X X X X X X
PLAN
4' BETWEEN
CONTRACTION
JOINTS
12' BETWEEN EXPANSION JOINTS
WIDTH
SEE
PLAN
REINFORCED CONCRETE WALKWAY DETAIL
NOT TO SCALE
NOTES:
1.MAXIMUM CROSS SLOPE SHALL BE 14" PER FOOT.
2.14" EXPANSION JOINTS SHALL BE PROVIDED AT 12' INTERVALS WITH PRE-MOLDED,
BITUMINOUS JOINT FILLER, RECESSED 14" FROM THE SURFACE.
3.1" DEEP BY 14" WIDE, TOOLED CONTRACTION JOINTS SHALL BE PROVIDED AT 4' INTERVALS.
4.EXPANSION JOIN SHALL BE PROVIDED WHERE ADJACENT TO A BUILDING.
WIDTH (SEE PLAN)
SECTION
6" X 6" GRID, W2.9 X W2.9
WELDED WIRE MESH
FINISHED GRADE SHALL BE
FLUSH WITH ABUTTING
SIDEWALK
MEET GRADE AT PERIMETER
OF SIDEWALK
APPROVED COMPACTED
SUBGRADE
4" THICK, AIR ENTRAINED
CONCRETE 4,000 PSI AT 28
DAYS
4" THICK, APPROVED CLEAN
CRUSHED STONE
ACCESSIBLE PARKING STALL MARKINGS
18
'
M
I
N
I
M
U
M
8' MINIMUM8' MINIMUM
NOT TO SCALE
NOTE:
1.PARKING STALL MARKINGS
ARE TO BE MEASURED FROM
CENTER OF MARKING TO
CENTER OF MARKING.
ADA ACCESSIBLE PARKING SIGN AND
VAN ACCESSIBLE SUPPLEMENTAL
SIGN (SEE SITE PLAN FOR EXACT
LOCATION)
4" WIDE, WHITE STRIPING
AT 24" SPACING
4" WIDE
WHITE PAINT
STRIPE
PAINTED 4" WHITE SYMBOL
OF ACCESSIBILITY
54" W X 60" H
NOTES:
1.SEE PLAN FOR STEP DIMENSIONS
2.GRIND ALL WELDS SMOOTH
3.HANDRAIL TO BE INSET 6" FROM EDGE OF CONCRETE
4.BOTTOM RAIL REQUIRED WHERE EDGE PROTECTION IS NOT PROVIDED (VIA PHYSICAL BARRIER OR 12" SPACING
BETWEEN RAILING AND EDGE OF RAMP). THE BOTTOM RAIL SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 4".
5.STEPS SHALL HAVE RAILINGS ON BOTH SIDES WITH 48" MINIMUM CLEARANCE BETWEEN RAILS.
SECTION
20"
36"
4"
36"
12"
NOT TO SCALE
HANDRAIL DETAIL ON STEPS
LANDING (2%
MAXIMUM SLOPE)
LANDING (2%
MAXIMUM SLOPE)
12" BEYOND
END OF RAMP
60" MAXIMUM
BETWEEN VERTICAL
MEMBERS
STEEL SLEEVE THROUGH CONCRETE
1" SQUARE VERTICAL
RAILS AT 4" SPACING
(CENTER-TO-CENTER)
1 14" TO 1 12" BRUSHED
ALUMINUM FINISH HANDRAIL
1 14" TO 1 12" BRUSHED ALUMINUM FINISH RAIL
1 14" TO 1 12" BRUSHED ALUMINUM FINISH RAIL
SEE NOTE 4
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DRAWING:
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3
JOSHUA H. KLINE, P.E.
MASSACHUSETTS LICENSE No. 53936
LICENSED PROFESSIONAL ENGINEER
Ru
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C-12
CONSTRUCTION
DETAILS
CITY OF SALEM PERMANENT
TRENCH DETAIL
NOT TO SCALE
CITY OF SALEM TEMPORARY
TRENCH DETAIL
NOT TO SCALE
NOTES:
1.TRENCH BACKFILL SHALL BE
COMPACTED IN SIX-INCH LIFTS, 95%
COMPACTION IS REQUIRED.
2.COMPLETED PAVEMENT REPAIRS SHALL
NOT DEVIATE MORE THAN 0.25 INCHES
FROM THE EXISTING STREET SURFACE.
NOTES:
1.TEMPORARY TRENCH PAVEMENT
MUST BE REPLACED BY PERMANENT
TRENCH PAVEMENT WITHIN 90 DAYS
OF INITIAL CONSTRUCTION.
DIA. + 1'
3'
1'
3'-6" RIP RAP OR 2500 PSI
CONCRETE CUT OFF WALL
FLARED END SECTION DETAIL
NOT TO SCALE
NOTES:
1.ALL PIPE SYSTEM INSTALLATIONS SHALL MEET ALL
APPLICABLE STANDARDS AND SPECIFICATIONS.
2.ALL HDPE PIPE SYSTEMS SHALL BE INSTALLED IN
ACCORDANCE WITH ASTM D2321, "STANDARD
PRACTICE FOR UNDERGROUND INSTALLATION OF
THERMOPLASTIC PIPE FOR SEWERS AND OTHER
GRAVITY FLOW APPLICATIONS" (LATEST EDITION).
3.ALL RCP PIPE SYSTEMS SHALL BE INSTALLED IN
ACCORDANCE WITH ASTM C76-15, "STANDARD
SPECIFICATION FOR REINFORCED CONCRETE
CULVERT, STORM DRAIN, AND SEWER PIPE" (LATEST
EDITION).
4.FOR NON HDPE OR RCP PIPE INSTALLATIONS,
CONTRACTOR SHALL INSTALL PIPE IN
ACCORDANCE WITH ALL APPLICABLE STANDARDS
AND SPECIFICATIONS.
5.WHERE THE TRENCH BOTTOM IS UNSTABLE,
CONTRACTOR SHALL PROVIDE SUITABLE BACKFILL
MATERIAL AS REQUIRED BY ENGINEER OR PER
GEOTECH RECOMMENDATIONS.
6.MINIMUM COVER IN TRAFFIC AREAS IS 12" UP TO 48"
DIAMETER PIPE AND 24" FOR 54" - 60" DIAMETER PIPE
TO BOTTOM OF FLEXIBLE PAVEMENT OR TOP OF
RIGID PAVEMENT.
7.CONTRACTOR SHALL INSTALL SUITABLE MATERIAL
FOR INITIAL AND FINAL BACKFILL. BACKFILL
COMPACTION SHOULD MEET ALL APPLICABLE
STANDARDS AND SPECIFICATIONS.
2' PLUS PIPE DIAMETER
PROPOSED / EXISTING
PAVEMENT
PROPOSED FULL
DEPTH ASPHALT
TOP SOIL
EXISTING
GRADE
6"
6"
12" MIN.12" MIN.
APPROVED COMPACTED
SUBGRADE (SUITABLE
FOUNDATION)
BEDDING
(APPROVED CLEAN
CRUSHED STONE)
INITIAL BACKFILL
MATERIAL
FINAL BACKFILL
MATERIAL
PROP. STORM
PIPE
STORM TRENCH DETAIL
NOT TO SCALE
5
9
2
6
10
3
7
4
FLOWFLOW
HARDSCAPE CLEAN-OUT
NOT TO SCALE
PIPE SIZE & CLASS AS REQUIRED
PER DRAINAGE PLAN
EXTENSION AS REQUIRED,
PLUG WYE AT END OF LINE
WYE FITTING
PROPOSED/EXISTING
PAVEMENT
SET CASTING ASSEMBLY IN 24"
x 24" 4,000 PSI CONCRETE PAD
OR USE CHRISTY VALVE BOX
WITH CAST IRON LID
TAPPED, BRASS (OR PVC),
WATERTIGHT CLEANOUT
PLUG LABELED "STORM" OR
"SEWER", AS APPROPRIATE
8
NOT TO SCALE
3' PLUS UTILITY DIAMETER
18" (LAWN AREA)
24" (PAVEMENT)
ELECTRICAL CONDUIT
TRENCH DETAIL
EXISTING GRADE
BACKFILL WITH
SUITABLE EXCAVATED
MATERIAL; MATERIAL
TO BE COMPACTED
THOROUGHLY
PROPOSED CONDUIT
WARNING TAPE WITH METALLIC
LOCATOR STRIP TO BE INSTALLED
WITH ELECTRIC CONDUIT
NOTES:
1.ALL NEWLY INSTALLED TAPPING SLEEVES AND TAPPING VALVES SHALL BE PNEUMATICALLY
TESTED AT A TEST PRESSURE OF 150 PSI FOR A PERIOD OF THIRTY MINUTES. AT THE END OF THE
TEST PERIOD, IF THE TEST PRESSURE HAS REMAINED CONSTANT, THE TAPPING SLEEVE AND AND
VALVE SHALL HAVE PASSED THE TEST.
2.ANY VALVE INSTALLED OUTSIDE OF ASPHALT AREAS MUST BE CONSTRUCTED WITH A 2'x2'x6"
CONCRETE COLLAR AROUND IT.
WET TAP
NOT TO SCALE
MUELLER TAPPING
VALVE
MECH, JT. TYPE T-2360
250 PSI WORKING
PRESSURE
MEGALUG RESTRAINT
CONCRETE BLOCK
ACTIVE WATER MAIN
CONCRETE THRUST BLOCK
BACK TO VIRGIN GROUND
3500 PSI CONCRETE MUELLER TAPPING SLEEVE MECH. JT. TYPE H-615
250 PSI WORKING PRESSURE FOR ALL DUCTILE
IRON WATER MAIN. FORD S.S WITH D.I. FLANGE
FOR ALL OTHER MATERIAL WATER MAIN.
1
18"
4'-0"
6"
3'-6"
BOLLARD DETAIL
NOT TO SCALE
3000 PSI CONCRETE
FOOTING
4" Ø STEEL PIPE FILLED WITH
CONCRETE & PAINTED
(CLIENT PREFERENCE)
APPROVED
COMPACTED
SUBGRADE
TO STRUCTURE
TO STRUCTURE
4 FEET MINIMUM
COVER
45°
MAXIMUM
SEWER CONNECTION DETAIL
NOT TO SCALE WATER CONNECTION DETAIL
NOT TO SCALE
12"
MAXIMUM
18" MINIMUM
48" MINIMUM
COVER
1
8 BEND (IF REQUIRED)
EXISTING FOUNDATION
CUSHION
SADDLE TEE WITH RUBBER
SEAL (OPENING TO BE
DRILLED IN PIPE)
CLEANOUT (IF REQUIRED)
CURB LINE
EXISTING ROADWAY
EXISTING FOUNDATION
CUSHION
EXISTING WATER MAIN
CORPORATION STOP
(42" MINIMUM COVER)
CURB LINE
EXISTING ROADWAY
VALVE BOX WITH MARKED
WATER SERVICE (SEE
UTILITY PLAN FOR
LOCATION)
GROUND KEY CURB
STOP AND DRAIN
TYPE "K" COPPER
WATER TUBINGCRUSHED STONE
FOR DRAINAGE
VALVE BOX EXTENSION
(TYPICAL)
Z:
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6
5
3
JOSHUA H. KLINE, P.E.
MASSACHUSETTS LICENSE No. 53936
LICENSED PROFESSIONAL ENGINEER
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C-13
CONSTRUCTION
DETAILS
1
2
WALL MOUNTED LIGHT FIXTURE 'A' SPECIFICATIONS
NOT TO SCALE
CANOPY LIGHT FIXTURE 'B' SPECIFICATIONS
NOT TO SCALEZ:
\
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DRAWING:
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'
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P
2
5
,
P
A
R
C
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L
6
5
3
JOSHUA H. KLINE, P.E.
MASSACHUSETTS LICENSE No. 53936
LICENSED PROFESSIONAL ENGINEER
Ru
t
h
e
r
f
o
r
d
,
N
J
·
Ne
w
Y
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I
C
I
P
A
L
R
E
S
U
B
M
I
S
S
I
O
N
SL
3
11
/
0
5
/
2
0
2
5
FO
R
P
L
A
N
N
I
N
G
B
O
A
R
D
S
U
B
M
I
S
S
I
O
N
SL
AS SHOWN
C-14
CONSTRUCTION
DETAILS
1.NORTHERN AND CENTRAL PORTIONS OF THE
SUBJECT PROPERTY, VIEW TO THE SOUTH
2.AUTO SERVICE AND REPAIR FACILITY LOCATED
ON THE EASTERN PORTION OF THE SUBJECT
PROPERTY, VIEW TO THE SOUTH
3.WESTERN PORTION OF THE SUBJECT PROPERTY,
VIEW TO THE SOUTHEAST
4.COMMERCIAL BUILDING LOCATED ON THE
WESTERN PORTION OF THE SUBJECT PROPERTY,
VIEW TO THE SOUTHWEST
SITE PHOTOGRAPHS
Subject Property
EM2524246.000