SITE NAME - Kent County

Transcription

PROJECT INFORMATION
SCOPE OF WORK:
THIS PROPOSAL IS FOR AN UNMANNED TELECOMMUNICATIONS FACILITY
CONSISTING OF THE PLACEMENT OF PANEL ANTENNAS ON A PROPOSED
MONOPOLE, AN EQUIPMENT SHELTER, AN OUTDOOR STANDBY GENERATOR,
AND ASSOCIATED APPURTENANCES WITHIN A PROPOSED FENCED
COMPOUND.
CELLCO PARTNERSHIP
d/b/a VERIZON WIRELESS
SITE NAME: DOV BURNITE MILL ROAD
LATITUDE (TOWER):
LONGITUDE (TOWER):
GROUND ELEVATION (TOWER):
JURISDICTION:
KENT COUNTY
ZONING DISTRICT CLASSIFICATION:
AR - AGRICULTURAL RESIDENTIAL
PARCEL ID:
8-00-15600-01-0500-00001
SITE ADDRESS:
837 BURNITE MILL ROAD
HARRINGTON, DE 19952
KENT COUNTY
PARCEL SIZE:
EXISTING USE:
FARMING
PROPOSED USE:
TELECOMMUNICATIONS FACILITY AND ALL CURRENTLY APPROVED USES
PROPERTY OWNER:
FOSTER, ARTHUR L.
12176 CHURCH LANE
CORDOVA, MD 21625
(410) 924-1132
NAME OF APPLICANT:
APPLICABLE BUILDING CODES AND STANDARDS
DEPART CAMPUS DRIVE TOWARD BUTLER PIKE. TURN LEFT ONTO COLD POINT HILL ROAD. KEEP STRAIGHT ONTO BUTLER
PIKE. TURN RIGHT ONTO PLYMOUTH ROAD. TAKE RAMP LEFT FOR I-476 SOUTH TOWARD VALLEY FORGE/CHESTER. TAKE RAMP
RIGHT FOR I-95 SOUTH TOWARD CHESTER. AT EXIT 4A, TAKE RAMP FOR DE-7 SOUTH. FOLLOW SIGNS FOR DELAWARE 1
SOUTH. MERGE ONTO DELAWARE 1 SOUTH. CONTINUE ONTO DE-1 SOUTH/US-13 SOUTH. CONTINUE ONTO DE-1 SOUTH.
TAKE EXIT 97 FOR PUNCHEON RUN CONNECTOR TOWARD US-13. TURN LEFT ONTO US-13 SOUTH. CONTINUE ON US-13
SOUTH. TURN RIGHT ONTO PEACH BASKET ROAD. TURN RIGHT ONTO DE-12 WEST/BURNITE MILL ROAD. THE TOWER WILL BE
ON YOUR RIGHT.
CELLCO PARTNERSHIP d/b/a VERIZON WIRELESS
5175 CAMPUS DRIVE
PLYMOUTH MEETING, PA 19462
DRAWING INDEX
T-1
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Z-2
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A-1
A-2
A-3
A-4
A-5
A-6
DRIVING DIRECTIONS
REV
TITLE SHEET
ZONING INFORMATION
SITE PLAN AND PROJECT NOTES
PARTIAL SITE PLAN
COMPOUND LAYOUT AND ELEVATION VIEW
SOIL EROSION AND SEDIMENT CONTROL PLAN - 1
SOIL EROSION AND SEDIMENT CONTROL PLAN - 2
CONSTRUCTION DETAILS
1
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SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE
LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND
STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN.
BUILDING CODE: 2012 INTERNATIONAL BUILDING CODE
NATIONAL ELECTRICAL CODE: NEC 2011
FIRE/LIFE SAFETY CODE: NFPC 1996
CONSTRUCTION TYPE: 11B NONCOMBUSTIBLE/UNPROTECTED
USE GROUP: U - UTILITY AND MISCELLANEOUS
SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS.
AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ASD, NINTH EDITION
TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-G, STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWER AND
ANTENNA SUPPORTING STRUCTURES:
TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS
LOCATION MAP
N
W
E
S
INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND
IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM
IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT
IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION
CATEGORY "C3" AND "HIGH SYSTEM EXPOSURE")
TELCORDIA GR-1275, GENERAL INSTALLATION REQUIREMENTS
TELCORDIA GR-1503, COAXIAL CABLE CONNECTIONS
PROJECT LOCATION
ANSI T1.311, FOR TELECOM - DC POWER SYSTEMS - TELECOM, ENVIRONMENTAL PROTECTION
FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS OF
CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT
BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN.
NOT TO SCALE
CONTACT INFORMATION
By: RGROVER
SITE NAME:
15960011A\Telecom\Zoning\T-CVER-DTLS.dwg\T-1
R
www.maserconsulting.com
Engineers
Planners
Red Bank, NJ
Clinton, NJ
Hamilton, NJ
Marmora, NJ
Surveyors
Landscape Architects
Office Locations:
Mt. Arlington, NJ
Mt. Laurel, NJ
Sterling, VA
Albuquerque, NM
Albany, NY
Chestnut Ridge, NY
Newburgh, NY
Westchester, NY
Environmental Scientists
Bethlehem, PA
Exton, PA
Tampa, FL
State of D.E. Certificate of Authorization: 2840
Copyright
2015. Maser Consulting P.A. All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party
for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any
other purpose without the express written consent of Maser Consulting, P.A.
PROTECT YOURSELF
ALL STATES REQUIRE NOTIFICATION OF
EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S
SURFACE ANYWHERE IN ANY STATE
_____________________________
FOR STATE SPECIFIC DIRECT
PHONE NUMBERS VISIT:
WWW.CALL811.COM
DOV BURNITE MILL
KENT COUNTY
COMPANY
PHONE NUMBER
A&E
MICHAEL CLEARY
MASER CONSULTING P.A.
856-797-0412
SAC
JAMES RODGERS
WAT
610-999-0427
CONST
TARA GOSNELL
VERIZON WIRELESS
610-213-8382
POWER
DELAWARE ELECTRIC CORP.
855-332-9090
TELCO
VERIZON
800-VERIZON
UTILITIES
THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE
WORK WAS CONTRACTED OR TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED
OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE EXPRESS WRITTEN CONSENT OF MASER CONSULTING, P.A
Customer Loyalty through Client Satisfaction
NAME
CELLCO PARTNERSHIP
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JOB NUMBER :
15960011A
SHEET TITLE :
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512 E. TOWNSHIP LINE ROAD, BUILDING 2, FLOOR 3
BLUE BELL, PA 19422
CELLCO PARTNERSHIP
1
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11/30/15
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ISSUED FOR ZONING
0
09/01/15
ISSUED FOR ZONING
A
08/25/15
ISSUED FOR ZONING REVIEW
REV
DATE
DESCRIPTION
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RCG
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PET
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MPC
MICHAEL P. CLEARY
DELAWARE PROFESSIONAL
ENGINEER - LICENSE NUMBER: 19205
MEG
PET
MPC
DR
PET
MPC
DRAWN CHECKED APPROVED
BY
BY
BY
DATE:
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MT. LAUREL OFFICE
2000 Midlantic Drive
Suite 100
Mount Laurel, NJ 08054
Phone: 856.797.0412
Fax: 856.722.1120
email:
solutions @maserconsulting.com
TITLE SHEET
SHEET NUMBER :
REV :
T-1
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PROJECT LOCATION
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PROJECT LOCATION
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MARYLAND
MARYLAND
ZONING MAP
20001600
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TAX MAP
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1000800
SCALE : 1" = 2000'
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SCALE : 1" = 1000'
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PROJECT LOCATION
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MARYLAND
PROJECT LOCATION
WETLANDS MAP
1000800
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TAX DITCH MAP
1000
1000800
15960011A\Telecom\Zoning\T-LAYT.dwg\Z-1
By: RGROVER
SCALE : 1" = 1000'
R
Engineers
Planners
Red Bank, NJ
Clinton, NJ
Hamilton, NJ
Marmora, NJ
Surveyors
Office Locations:
Mt. Arlington, NJ
Mt. Laurel, NJ
Sterling, VA
Albuquerque, NM
Albany, NY
Chestnut Ridge, NY
Newburgh, NY
Westchester, NY
Bethlehem, PA
Exton, PA
Tampa, FL
Copyright
PROTECT YOURSELF
_____________________________
WWW.CALL811.COM
DOV BURNITE MILL
KENT COUNTY
400
200
0
1000
500
SCALE : 1" = 1000'
SITE NAME:
600
CELLCO PARTNERSHIP
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SCALE :
AS SHOWN
JOB NUMBER :
15960011A
SHEET TITLE :
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BLUE BELL, PA 19422
CELLCO PARTNERSHIP
1
.
11/30/15
.
ISSUED FOR ZONING
0
09/01/15
ISSUED FOR ZONING
A
08/25/15
REV
DATE
DESCRIPTION
.
RCG
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PET
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MPC
MICHAEL P. CLEARY
MEG
PET
MPC
DR
PET
MPC
BY
BY
BY
DATE:
.
MT. LAUREL OFFICE
Suite 100
Phone: 856.797.0412
Fax: 856.722.1120
email:
ZONING INFORMATION
SHEET NUMBER :
REV :
Z-1
1
PROJECT NOTES:
1.
SITE AND BOUNDARY INFORMATION OBTAINED FROM THE FOLLOWING:
A.
3.
THIS PROPOSAL IS FOR AN UNMANNED TELECOMMUNICATIONS FACILITY CONSISTING OF THE
PLACEMENT OF PANEL ANTENNAS ON A PROPOSED MONOPOLE, AN EQUIPMENT SHELTER, A STANDBY
OUTDOOR GENERATOR, AND ASSOCIATED APPURTENANCES WITHIN A PROPOSED FENCED COMPOUND.
THE PROPOSED FACILITY IS UNMANNED AND IS NOT FOR HUMAN HABITATION. (NO HANDICAP ACCESS
IS REQUIRED)
NO NOISE, SMOKE, DUST, VAPORS OR ODOR WILL RESULT FROM THIS PROPOSAL.
5.
EXTERIOR SIGNS ARE NOT PROPOSED EXCEPT AS REQUIRED BY THE FCC.
MINIMUM LOT AREA
MAXIMUM IMPERVIOUS SURFACE COVERAGE
<1%
PROPOSED
REMARKS
NO CHANGE
CONFORMING
<1%
CONFORMING
40 FEET (LOCAL ROAD)
75 FEET (MAJOR ROAD)
N/A
CONFORMING
25 FEET (60 FEET)
N/A
CONFORMING
40 FEET
N/A
CONFORMING
N/A
N/A
MINIMUM REAR YARD SETBACK
REQUIRED OPEN SPACE
N/A
N/A
NO CHANGE
CONFORMING
MINIMUM ROAD FRONTAGE - COUNTY ROAD
200 FEET
MINIMUM FRONTAGE - SUBDIVISION
150 FEET
N/A
N/A
N/A
MINIMUM LOT WIDTH
150 FEET
>150 FEET
NO CHANGE
CONFORMING
N
BULK STANDARDS FOR TELECOMMUNICATIONS SS 205-55 (A-1)
THE PROPOSED FACILITY WILL CAUSE ONLY AN INSIGNIFICANT ("DE MINIMUS") INCREASE IN
STORMWATER RUNOFF, THEREFORE, NO DRAINAGE STRUCTURES ARE PROPOSED.
8.
ALL CONSTRUCTION FOR SITE IMPROVEMENTS SHALL CONFORM TO APPLICABLE SPECIFICATIONS,
STANDARDS, AND REQUIREMENTS OF THE GOVERNMENTAL OR UTILITY AUTHORITIES HAVING
JURISDICTION.
EXISTING
PROPOSED
REMARKS
MAXIMUM TOWER HEIGHT
200 FEET
N/A
156 FEET*
CONFORMING
SETBACK FROM PROPERTY LINE
200 FEET
N/A
126 FEET
NON-CONFORMING
SETBACK FROM NEAREST DWELLING
500 FEET
N/A
LEGEND:
RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND
DISPOSED OF LEGALLY.
ALL CONSTRUCTION AND DESIGN FOR THE PROPOSED ANTENNA MOUNTS SHALL CONFORM IN
ACCORDANCE WITH THE CURRENT STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND
ANTENNA SUPPORTING STRUCTURES (TIA-222-G-2-2009).
X
X
11. POWER TO THE FACILITY WILL BE MONITORED BY A SEPARATE METER.
12.
SUBCONTRACTOR TO VERIFY ANTENNA ELEVATION AND AZIMUTH WITH RF ENGINEERING PRIOR TO
INSTALLATION.
13.
SUBCONTRACTOR SHALL FIELD LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY PROPOSED
EXCAVATION.
14.
SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS & INSPECTIONS REQUIRED FOR
CONSTRUCTION.
15.
SUBCONTRACTOR SHALL DETERMINE EXACT ROUTE OF ANY UNDERGROUND CONDUIT, IF REQUIRED.
16.
THIS PROJECT WILL NOT REQUIRE STREETS OR PROPERTY TO BE DEDICATED FOR PUBLIC USE.
17.
THIS PROJECT WILL NOT REQUIRE PERMANENT MONUMENTS.
18.
ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP OF KENT COUNTY, DE (ALL JURISDICTIONS),
PANEL 166 OF 435, MAP 10001C0166H, DATED 05/05/2003, ALL PROPOSED IMPROVEMENTS ARE LOCATED
WITHIN ZONE X - AREAS DETERMINED TO BE OUTSIDE THE 500-YEAR FLOODPLAIN.
W
REQUIRED
DESCRIPTION
7.
19.
20%
MINIMUM SIDE YARD SETBACK (AGGREGATE)
6.
10.
EXISTING
1 ACRE
MINIMUM FRONT YARD SETBACK
LIMITED FIELD OBSERVATIONS PERFORMED BY MASER CONSULTING P.A. ON 02/11/15.
4.
9.
REQUIRED
DESCRIPTION
A TOPOGRAPHIC SURVEY ENTITLED "DOV BURNITE MILL ROAD - CELL SITE SURVEY", PREPARED FOR
CELLCO PARTNERSHIP, BY MASER CONSULTING P.A. OF MT. LAUREL, NJ LAST DATED 06/22/15. THIS PLAN
WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND IS SUBJECT TO ALL
EASEMENTS AND RESTRICTIONS OF RECORD.
B.
2.
BULK STANDARDS FOR AR - AGRICULTURAL RESIDENTIAL
X
>500 FEET
* - TOP OF PROPOSED
LIGHTNING ROD
E
CONFORMING
S
PROPERTY LINE
ADJACENT PROPERTY LINE
SETBACK LINE
PROPOSED FENCE
EXISTING TREELINE
LIGHT LINEWEIGHT INDICATES
EXISTING FACILITIES
HEAVY LINEWEIGHT INDICATES
PROPOSED FACILITIES
MAJOR CONTOUR
MINOR CONTOUR
WETLAND
WETLAND BUFFER
PROPOSED CELLCO PARTNERSHIP
FENCED EQUIPMENT COMPOUND
PROPOSED MONOPOLE
THE PROPOSED INSTALLATION WILL GENERATE ONE (1) VEHICLE TRIP FOR ROUTINE MAINTENANCE
EVERY FOUR (4) TO SIX (6) WEEKS.
PROPOSED 14' WIDE
GRAVEL ACCESS DRIVE
20. TOTAL ACREAGE WITHIN STREETS/RIGHT-OF-WAY IS 0 ACRES.
21. EXISTING PRESERVED WOODLANDS WILL BE: 100%
22. ZERO (0) EXISTING PERMANENT MONUMENTS WERE LOCATED ON THIS PROPERTY AND ZERO (0)
WERE PLACED.
23. WETLANDS INFORMATION DEPICTED ON THIS PLAN WAS OBTAINED FROM A FRESHWATER WETLAND
ASSESSMENT AND DELINEATION PREPARED BY MASER CONSULTING, P.A. OF RED BANK, NJ, DATED 08/05/15.
AREA OF INVESTIGATION WAS CONCENTRATED AROUND THE LIMIT OF DISTURBANCE
ONLY.
'
211
Wetland Certification:
This property, Tax Map #8-00-15600-01-0500-00001, has been examined by Maser
Consulting P.A. for the presence of water of the United States, including wetlands
(Section 404 and Section 10), state subaqueous lands and state regulated wetlands as
established by the reviewing agencies in the form of manuals, policies and procedures in
place at the time that the investigation was conducted. The wetland information
contained in this plan set is in accordance with this criteria per Delaware's Wetlands
Act of 1973, Section 6607 and/or Army Corps under Section 404 of the Clean Water
Act.
24. THE PROPOSED INSTALLATION IS NOT LOCATED WITHIN THE GROWTH ZONE.
25. THE NEAREST INTERSECTION IS LOCATED AT THE CORNER OF BURNITE MILL ROAD AND 2 STATE ROAD,
SITE PLAN
26. PER A SITE VISIT ON 02/11/15 BY MASER CONSULTING P.A., A BLUE LINE STREAM WAS OBSERVED TO
BE ON THE PROPERTY.
200 160
27. AUTOMATIC FIRE SPRINKLERS ARE NOT PROPOSED FOR THIS STRUCTURE.
120
80
40
0
200
100
400
Date
SCALE : 1" = 200'
Signature
Title
28. LOCK BOX REQUIRED, CONTACT LOCAL FIRE CHIEF FOR ORDERING INFORMATION AND LOCATION
OF BOX ON THE GATE/FENCE.
29. ALL FIRE LANES, FIRE HYDRANTS AND FIRE DEPARTMENT CONNECTIONS SHALL BE MARKED IN
ACCORDANCE WITH THE DELAWARE STATE FIRE PREVENTION REGULATIONS.
Engineer's Certification
30. A PROPOSED ACCESS DRIVE AND A PROPOSED PARKING/TURNAROUND AREA IS PROVIDED FOR EMERGENCY
APPARATUS ACCESS.
PROPOSED 20' WIDE ACCESS
AND UTILITY EASEMENT (TO BE
UTILIZED BY CELLCO PARTNERSHIP
FOR ELECTRIC AND TELCO SERVICE)
31. THE PROPOSED PERCENTAGE OF IMPERVIOUS COVERAGE IS < 1%.
Owner's Certification
I,
, hereby certify that I am the owner of the property described and
shown on this plan, that the plan was made at my direction, and that I acknowledge the
same to be my act and desire the plan to be developed as shown in accordance with all
applicable laws and regulations
I, Michael P. Cleary, hereby certify that I am a registered Professional Engineer in the
State of Delaware, that the information shown hereon has been prepared under my
supervision and to my best knowledge and belief represents good engineering practices
as required by the applicable laws of the State of Delaware.
Date
Date
32. THIS PROJECT IS OUTSIDE THE GROWTH ZONE.
33. THE NEAREST TOWER IS 1.1 MILES AWAY.
Signature
By: RGROVER
Title
SITE NAME:
R
Engineers
Planners
Red Bank, NJ
Clinton, NJ
Hamilton, NJ
Marmora, NJ
Surveyors
Office Locations:
Mt. Arlington, NJ
Mt. Laurel, NJ
Sterling, VA
Albuquerque, NM
Albany, NY
Chestnut Ridge, NY
Newburgh, NY
Westchester, NY
Bethlehem, PA
Exton, PA
Tampa, FL
Copyright
PROTECT YOURSELF
_____________________________
WWW.CALL811.COM
DOV BURNITE MILL
KENT COUNTY
CELLCO PARTNERSHIP
Title
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CELLCO PARTNERSHIP
SCALE :
AS SHOWN
JOB NUMBER :
15960011A
SHEET TITLE :
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BLUE BELL, PA 19422
Signature
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1
11/30/15
ISSUED FOR ZONING
RCG
PET
MPC
MICHAEL P. CLEARY
0
09/01/15
ISSUED FOR ZONING
MEG
PET
MPC
A
08/25/15
DR
PET
MPC
REV
DATE
DESCRIPTION
BY
BY
BY
DATE:
.
MT. LAUREL OFFICE
Suite 100
Phone: 856.797.0412
Fax: 856.722.1120
email:
SITE PLAN AND
PROJECT NOTES
SHEET NUMBER :
REV :
Z-2
1
N
W
E
N
PROPOSED SHELTER WITHIN
A 50'x50' FENCED
COMPOUND (SEE SHEET Z-4
FOR COMPOUND LAYOUT)
X
X
X
S
X
W
E
(TO BE UTILIZED BY
CELLCO PARTNERSHIP
FOR ELECTRIC AND
TELCO SERVICE)
PROPOSED MONOPOLE
PROPOSED 20' WIDE
ACCESS AND UTILITY
EASEMENT
S
PROPOSED UNDERGROUND ELECTRIC
AND TELCO CONDUIT FROM EXISTING
UTILITY POLE TO PROPOSED ELECTRIC
METER AND PROPOSED TELCO CABINET
PROPOSED GRAVEL
ACCESS DRIVE
PROPOSED 14' WIDE
GRAVEL ACCESS DRIVE
IN
T
OU
TRIP GENERATION /
DISTRIBUTION DIAGRAM
PARTIAL SITE PLAN
60
LEGEND:
By: RGROVER
EXISTING TREELINE
LIGHT LINEWEIGHT INDICATES EXISTING FACILITIES
HEAVY LINEWEIGHT INDICATES PROPOSED FACILITIES
MAJOR CONTOUR
MINOR CONTOUR
WETLAND
WETLAND BUFFER
48
36
24
12
0
30
60
120
10
Planners
Red Bank, NJ
Clinton, NJ
Hamilton, NJ
Marmora, NJ
Surveyors
Office Locations:
Mt. Arlington, NJ
Mt. Laurel, NJ
Sterling, VA
Albuquerque, NM
Albany, NY
Chestnut Ridge, NY
Newburgh, NY
Westchester, NY
Bethlehem, PA
Exton, PA
Tampa, FL
Copyright
PROTECT YOURSELF
_____________________________
WWW.CALL811.COM
4
2
DOV BURNITE MILL
KENT COUNTY
0
5
10
20
SCALE : 1" = 10'
R
Engineers
6
SCALE : 1" = 60'
SITE NAME:
8
CELLCO PARTNERSHIP
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SCALE :
AS SHOWN
JOB NUMBER :
15960011A
SHEET TITLE :
.
BLUE BELL, PA 19422
CELLCO PARTNERSHIP
1
.
11/30/15
.
ISSUED FOR ZONING
0
09/01/15
ISSUED FOR ZONING
A
08/25/15
REV
DATE
DESCRIPTION
.
RCG
.
PET
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MPC
MICHAEL P. CLEARY
MEG
PET
MPC
DR
PET
MPC
BY
BY
BY
DATE:
.
MT. LAUREL OFFICE
Suite 100
Phone: 856.797.0412
Fax: 856.722.1120
email:
PARTIAL SITE PLAN
SHEET NUMBER :
REV :
Z-3
1
50'-0"
PROPOSED LIGHTNING ROD
5'-0" (TYP.)
11'-6"
3'-0" (TYP.)
3'-0"
N
1'-0"
TOP OF PROPOSED CELLCO
PARTNERSHIP ANTENNAS
@ 150' AGL
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
PROPOSED GPS MOUNTED
TO PROPOSED CABLE
BRIDGE POST (TYP.)
PROPOSED XLD LOW-PROFILE ANTENNA
PLATFORM (SITE PRO P/N: RMQLP-4096 OR
APPROVED EQUAL)
X
X
PROPOSED
LIGHT
S
PROPOSED RRH MOUNTED
BEHIND ANTENNA MAST
(TYP. OF 9)
PROPOSED CELLCO PARTNERSHIP
PANEL ANTENNAS (TYP. OF 12)
X
X
PROPOSED
CABLE BRIDGE
X
X
PROPOSED
CONCRETE
STOOP
PROPOSED DISTRIBUTION BOX
MOUNTED TO ANTENNA
PLATFORM (TYP. OF 2)
X
X
PROPOSED
CELLCO PARTNERSHIP
EQUIPMENT SHELTER
22'-0"
X
X
E
X
W
TOP OF PROPOSED MONOPOLE
@ 151' AGL
CENTERLINE OF PROPOSED CELLCO
PARTNERSHIP ANTENNAS
@ 146' AGL
X
X
PROPOSED CELLCO
PARTNERSHIP STAND-BY
GENERATOR ON A
CONCRETE PAD
TOP OF PROPOSED LIGHTNING ROD
@ 156' AGL
X
X
25'-0"
50'-0"
X
X
X
X
PROPOSED HVAC
UNIT (TYP.)
X
X
PROPOSED
MONOPOLE
X
X
PROPOSED
MONOPOLE
FOUNDATION
X
X
25'-0"
X
X
PROPOSED
MONOPOLE
PROPOSED
TELCO CABINET
X
X
PROPOSED
TRANSFORMER
PROPOSED
METER BANK
X
X
X
X
PROPOSED 7'-0" HIGH
CHAINLINK FENCE WITH
1'-0" BARBED WIRE
PROPOSED HYBRIFLEX CABLES
ROUTED WITHIN MONOPOLE
PROPOSED
BOLLARD (TYP.)
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
PROPOSED (2) 7'
WIDE ACCESS GATES
PROPOSED 14' WIDE
GRAVEL ACCESS DRIVE
20'-0"
PROPOSED GRAVEL
SURFACE WITHIN LIMITS
OF FENCED COMPOUND
PROPOSED EVERGREEN TREE
SPACED 5'-0" O.C. (TYP.)
X
X
R=15'-0"
PROPOSED CABLE BRIDGE
PROPOSED UNDERGROUND
ELECTRIC CONDUIT FROM
EXISTING UTILITY POLE TO
PROPOSED METER BANK
PROPOSED AREA FOR EMERGENCY
APPARATUS TURNAROUND PER THE
DSFPR REGULATION 705, CHAPTER 2,
SECTION 2.3.1 FIGURE 5-4
PROPOSED EQUIPMENT SHELTER
PROPOSED UNDERGROUND
TELCO CONDUIT FROM
EXISTING UTILITY POLE TO
PROPOSED TELCO CABINET
34'-6"
PROPOSED GPS MOUNTED
TO PROPOSED SHELTER
PROPOSED 7'-0" HIGH
CHAINLINK FENCE WITH
1'-0" BARBED WIRE
PROPOSED TRANSFORMER
LEGEND:
By: RGROVER
EXISTING TREELINE
MAJOR CONTOUR
MINOR CONTOUR
WETLAND
WETLAND BUFFER
COMPOUND LAYOUT
5
4
3
2
1
0
2.5
5
ELEVATION VIEW
10
10
SCALE : 1" = 5'
R
Engineers
Planners
Red Bank, NJ
Clinton, NJ
Hamilton, NJ
Marmora, NJ
Surveyors
Office Locations:
Mt. Arlington, NJ
Mt. Laurel, NJ
Sterling, VA
Albuquerque, NM
Albany, NY
Chestnut Ridge, NY
Newburgh, NY
Westchester, NY
Bethlehem, PA
Exton, PA
Tampa, FL
Copyright
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_____________________________
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6
4
2
0
5
10
20
SCALE : 1" = 10'
SITE NAME:
8
DOV BURNITE MILL
KENT COUNTY
CELLCO PARTNERSHIP
.
.
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SCALE :
AS SHOWN
JOB NUMBER :
15960011A
SHEET TITLE :
.
BLUE BELL, PA 19422
CELLCO PARTNERSHIP
.
.
.
.
.
1
11/30/15
ISSUED FOR ZONING
RCG
PET
MPC
MICHAEL P. CLEARY
0
09/01/15
ISSUED FOR ZONING
MEG
PET
MPC
A
08/25/15
DR
PET
MPC
REV
DATE
DESCRIPTION
BY
BY
BY
DATE:
.
MT. LAUREL OFFICE
Suite 100
Phone: 856.797.0412
Fax: 856.722.1120
email:
COMPOUND LAYOUT AND
ELEVATION VIEW
SHEET NUMBER :
REV :
Z-4
1
N
N
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
E
X
X
W
W
E
PROJECT LOCATION
X
X
X
X
S
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
PROPOSED LIMIT OF
S
X
X
SOILS MAP
300 240
180
120
60
0
150
300
600
X
X
SCALE : 1" = 300'
X
X
X
X
PROPOSED TEMPORARY
STOCKPILE AREA
X
X
X
X
PROPOSED SILT FENCE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
SEE SHEET Z-6
LEGEND:
MATCHLINE A-A
By: RGROVER
EXISTING TREELINE
MAJOR CONTOUR
MINOR CONTOUR
WETLAND
WETLAND BUFFER
SOIL EROSION AND
SEDIMENT CONTROL
PLAN - 1
5
4
3
2
1
0
2.5
5
MATCHLINE A-A
10
SCALE : 1" = 5'
SITE NAME:
R
Engineers
Planners
Red Bank, NJ
Clinton, NJ
Hamilton, NJ
Marmora, NJ
Surveyors
Office Locations:
Mt. Arlington, NJ
Mt. Laurel, NJ
Sterling, VA
Albuquerque, NM
Albany, NY
Chestnut Ridge, NY
Newburgh, NY
Westchester, NY
Bethlehem, PA
Exton, PA
Tampa, FL
Copyright
PROTECT YOURSELF
_____________________________
WWW.CALL811.COM
DOV BURNITE MILL
KENT COUNTY
CELLCO PARTNERSHIP
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
SCALE :
AS SHOWN
JOB NUMBER :
15960011A
SHEET TITLE :
.
BLUE BELL, PA 19422
CELLCO PARTNERSHIP
.
.
.
.
.
1
11/30/15
ISSUED FOR ZONING
RCG
PET
MPC
MICHAEL P. CLEARY
0
09/01/15
ISSUED FOR ZONING
MEG
PET
MPC
A
08/25/15
DR
PET
MPC
REV
DATE
DESCRIPTION
BY
BY
BY
DATE:
.
MT. LAUREL OFFICE
Suite 100
Phone: 856.797.0412
Fax: 856.722.1120
email:
SOIL EROSION AND SEDIMENT
CONTROL PLAN - 1
SHEET NUMBER :
REV :
Z-5
1
SEE SHEET Z-5
N
MATCHLINE A-A
MATCHLINE A-A
W
E
S
PROPOSED LIMIT OF
PROPOSED SILT FENCE
PROPOSED STABILIZED
CONSTRUCTION ENTRANCE
LEGEND:
SOIL EROSION AND
SEDIMENT CONTROL
PLAN - 2
By: RGROVER
EXISTING TREELINE
MAJOR CONTOUR
MINOR CONTOUR
WETLAND
WETLAND BUFFER
30
24
18
12
6
0
15
30
SCALE : 1" = 30'
SITE NAME:
R
Engineers
Planners
Red Bank, NJ
Clinton, NJ
Hamilton, NJ
Marmora, NJ
Surveyors
Office Locations:
Mt. Arlington, NJ
Mt. Laurel, NJ
Sterling, VA
Albuquerque, NM
Albany, NY
Chestnut Ridge, NY
Newburgh, NY
Westchester, NY
Bethlehem, PA
Exton, PA
Tampa, FL
Copyright
PROTECT YOURSELF
_____________________________
WWW.CALL811.COM
60
DOV BURNITE MILL
KENT COUNTY
CELLCO PARTNERSHIP
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
SCALE :
AS SHOWN
JOB NUMBER :
15960011A
SHEET TITLE :
.
BLUE BELL, PA 19422
CELLCO PARTNERSHIP
.
.
.
.
.
1
11/30/15
ISSUED FOR ZONING
RCG
PET
MPC
MICHAEL P. CLEARY
0
09/01/15
ISSUED FOR ZONING
MEG
PET
MPC
A
08/25/15
DR
PET
MPC
REV
DATE
DESCRIPTION
BY
BY
BY
DATE:
.
MT. LAUREL OFFICE
Suite 100
Phone: 856.797.0412
Fax: 856.722.1120
email:
SOIL EROSION AND SEDIMENT
CONTROL PLAN - 2
SHEET NUMBER :
REV :
Z-6
1
11'-6" x 12'-9 1/2"
EQUIPMENT SHELTER
(147 SQ. FT.)
CABLE ENTRY PANEL
13'-1 1/2"
11'-6"
12'-9 1/2"
DOOR
CANOPY
GPS MOUNTING PIPE
GPS ANTENNA
HVAC
COAX CABLE SUPPORT
DOOR
CANOPY
6"
6"
11'-10"
COAX CABLE GROUNDING KIT
DOOR CANOPY
HVAC
3' x 7'
DOOR
9'-0"
EXTERIOR
LIGHT
9'-0"
HVAC
EXTERIOR
LIGHT
EXTERIOR LIGHT
COAX CABLE
CADWELD TO PIPE (TYP.)
6'-6" (MAX.)
4" TELCO ENTRY
(OPPOSITE SIDE)
#2 TINNED GROUND WIRE
(TYP.)
PIPE MOUNT KIT
(TYP. OF 2)
FRONT
ELECTRIC
SERVICE ENTRY
RIGHT SIDE
GALVANIZED PIPE
NOTE:
GROUND BAR AND CANOPY ARE SHIPPED
LOOSE WITH THE SHELTER (INSTALLED BY GC)
BRIDGE POST
EQUIPMENT SHELTER ELEVATIONS
NOT TO SCALE
3'-0"
LEFT SIDE
EXTERIOR 20A
GFCI RECEPTACLE
ELECTRIC SERVICE ENTRY
(OPPOSITE SIDE)
6"
6"
4" TELCO ENTRY
#2 TINNED GROUND WIRE
(TYP.)
1
SITE PRO P/N 1B24D-216A3 CABLE
BRIDGE KIT OR APPROVED EQUAL
BREAKER
PANEL BOX
39.4"
CUSTOMER
HAND-OFF
COMPARTMENT
CUSTOMER
HAND-OFF
COMPARTMENT
HUBBELL
PAD/HANDHOLE
CONDUITS (SEE
NOTES 1 AND 2)
0.3"
FINISHED GRADE
GROUND LEAD TO
GROUND RING (TYP.)
MOUNT POINTS
36.0"
PLAN
6"
CROWN FOOTING
HUBBELL
PAD/HANDHOLE
24" WIDE GALVANIZED
WAVEGUIDE CHANNEL W/
11/16" HOLES CUT TO SUIT
24"
3" SCH. 40 GALVANIZED
STEEL PIPE
36.0"
2
NOT TO SCALE
10'-0" MIN.
BATTERY
COMPARTMENT
(FRONT)
GPS ANTENNA MOUNTED TO
CABLE BRIDGE POST
46.1"
BREAKER
PANEL BOX
60.0"
36.4"
MESA SPAN XL
EQUIPMENT
CABINET
MESA SPAN XL
EQUIPMENT
CABINET
B
VERIZON
8'-0" MIN.
39.4"
4" MIN.
PEA GRAVEL
CABLE W/ STAINLESS STEEL
SNAP-IN HANGER (TYP.)
ELEVATION
(VIEW FROM BACK)
ON VERIZON CABINET TO 30A 120V AC NON-FUSED DISCONNECT SWITCH
ON A 4"x4" WOODEN POST NEXT TO THE MESA CABINET.
2.
HAND-OFF COMPARTMENT TO HUBBEL HANDHOLE PENETRATION.
VERIZON MESA CABINET WITH
BATTERY AND CUSTOMER
HAND-OFF COMPARTMENTS
By: RGROVER
NOT TO SCALE
1'-0"
CABLE BRIDGE DETAIL
3
15960011A\Telecom\Zoning\T-CVER-DTLS.dwg\A-1
R
Planners
Red Bank, NJ
Clinton, NJ
Hamilton, NJ
Marmora, NJ
Surveyors
Office Locations:
Mt. Arlington, NJ
Mt. Laurel, NJ
Sterling, VA
Albuquerque, NM
Albany, NY
Chestnut Ridge, NY
Newburgh, NY
Westchester, NY
Bethlehem, PA
Exton, PA
Tampa, FL
Copyright
PROTECT YOURSELF
_____________________________
WWW.CALL811.COM
DOV BURNITE MILL
KENT COUNTY
4
NOT TO SCALE
SITE NAME:
NUTS & OVERSIZED WASHERS
(TYP. OF 2)
4" (TYP.)
1.
4,000 PSI MIN.
CONCRETE FOOTING
4'-0"
NOTES:
Engineers
UNISTRUT CABLE SUPPORT @ 3'-0"
O.C. MAX. OR APPROVED EQUAL
CELLCO PARTNERSHIP
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
SCALE :
AS SHOWN
JOB NUMBER :
15960011A
SHEET TITLE :
.
BLUE BELL, PA 19422
CELLCO PARTNERSHIP
1
.
11/30/15
.
ISSUED FOR ZONING
0
09/01/15
ISSUED FOR ZONING
A
08/25/15
REV
DATE
DESCRIPTION
.
RCG
.
PET
.
MPC
MICHAEL P. CLEARY
MEG
PET
MPC
DR
PET
MPC
BY
BY
BY
DATE:
.
MT. LAUREL OFFICE
Suite 100
Phone: 856.797.0412
Fax: 856.722.1120
email:
SHEET NUMBER :
REV :
A-1
1
3'-2"
7'-10 7/8"
AIR INTAKE
(TYP. EACH SIDE)
AIR INTAKE
NON-LATCHING DOOR
(R18.2")
LATCHING DOOR
(R17.4")
DISCHARGE DUCT
CONTROL PANEL
DISCHARGE AIR
AND EXHAUST
36.6"x37.2"
BOLT ON PANEL
11.8" (TANK
STUB-UP
AREA)
8'-4"
3'-2"
17.2"x37.2"
BOLT ON PANEL
7'-10 7/8"
FUEL TANK
3'-2"
PRIMARY HIGH
VOLTAGE STUB-UP
AREA
3.2"
LOW VOLTAGE
STUB-UP AREA
30.6"
(TANK STUB-UP AREA)
5'-1 1/8"
1.7"
FUEL TANK
PLAN
NOTES:
1.
APPROX. WEIGHT: (EMPTY FUEL TANK) 3,157#
2. FUEL TANK: UL 142 LISTED DOUBLE WALL
3. FUEL TANK CAPACITY: 210 GALLONS
4. ENCLOSURE: SINGLE SIDE SERVICE, STEEL, 150 MPH
WIND RATED
6'-4"
2'-10 1/2"
FRONT
END
GENERATOR MODEL: GENERAC D2.4L - 6671-210
30 KWE/60HZ/STANDBY
GENERATOR DETAIL
1
By: RGROVER
NOT TO SCALE
SITE NAME:
R
Engineers
Planners
Red Bank, NJ
Clinton, NJ
Hamilton, NJ
Marmora, NJ
Surveyors
Office Locations:
Mt. Arlington, NJ
Mt. Laurel, NJ
Sterling, VA
Albuquerque, NM
Albany, NY
Chestnut Ridge, NY
Newburgh, NY
Westchester, NY
Bethlehem, PA
Exton, PA
Tampa, FL
Copyright
PROTECT YOURSELF
_____________________________
WWW.CALL811.COM
DOV BURNITE MILL
KENT COUNTY
CELLCO PARTNERSHIP
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
SCALE :
AS SHOWN
JOB NUMBER :
15960011A
SHEET TITLE :
.
BLUE BELL, PA 19422
CELLCO PARTNERSHIP
1
.
11/30/15
.
ISSUED FOR ZONING
0
09/01/15
ISSUED FOR ZONING
A
08/25/15
REV
DATE
DESCRIPTION
.
RCG
.
PET
.
MPC
MICHAEL P. CLEARY
MEG
PET
MPC
DR
PET
MPC
BY
BY
BY
DATE:
.
MT. LAUREL OFFICE
Suite 100
Phone: 856.797.0412
Fax: 856.722.1120
email:
SHEET NUMBER :
REV :
A-2
1
BARBED WIRE
CL CORNER, GATE,
END OR PULL POST
BARBED WIRE
FINISHED GRADE OR
AC PAVING TO
MATCH SLOPE AND
THICKNESS OF
EXISTING
TRENCH
CL GATE POST
CL GATE POST
7'-0" DOUBLE
SWING GATES
TOP BRACE RAIL
TOP BRACE RAIL
UNDISTURBED
2'-0"
3'-0" MIN.
4"
TOP TENSION WIRE
COMPACTED BACKFILL
PER SITEWORK
SPECIFICATIONS
* 6"
BRACE RAIL
AT GATE
LINE POST
BOTTOM
TENSION WIRE
BARBED WIRE
STRETCHER BAR
STRETCHER BAR
GATE FRAME
BACKFILL (SAND OR NATIVE
SOIL) PER EARTHWORK
SPECIFICATION
1' CROWN
UTILITY WARNING
TAPE
DIAGONAL ROD W/
STEEL TURNBUCKLE
CONDUITS WITH PULL STRINGS
(SEE ONE LINE DIAGRAM FOR
CONDUIT SIZE)
DIAGONAL ROD
W/ STEEL
TURNBUCKLE
CONCRETE OR
SAKRETE FOOTING
BOTTOM TENSION WIRE
FINISH GRADE
TYPICAL ELEVATION
FINISHED GRADE
OR GROUND
4" MIN *
EXTERIOR SIDE
1 1/2" MAX
CLEARANCE
FROM GRADE
CONCRETE OR
SAKRETE FOOTING
FACILITY SIDE
6" MIN. (TYP.)
GATE FRAME
BARBED WIRE
4'-0"
* SEPARATION DIMENSION TO BE VERIFIED
WITH LOCAL UTILITY COMPANY REQUIREMENTS
GATE LATCH WITH
CHAIN AND LOCK
TOP OF FABRIC
3"
UTILITY CONDUIT RUN
7'-0" (UNO)
CHAIN LINK FABRIC
CONCRETE OR
SAKRETE FOOTING
(1'-0" MIN.)
NOT TO SCALE
WOVEN WIRE CORNER, GATE END OR PULL POST
TOP RAIL
7'-0
"
PROJECT 1" ABOVE GROUND
AND SLOPE ALL AROUND (TYP.)
TENSION
WIRE
"
7'-0
FINISHED GRADE
OR GROUND
CONCRETE OR
SAKRETE FOOTING
WOVEN WIRE SWING GATE, DOUBLE
4'-0"
1"
CROWN
3'-9"
1 1/2" MAX
CLEARANCE
FROM GRADE
NOT TO SCALE
NOT TO SCALE
(1'-0" MIN.)
TYPICAL SECTION
CONCRETE CAP
WOVEN WIRE FENCE
NOT TO SCALE
WOVEN WIRE FENCING NOTES:
(INSTALL FENCING PER ASTM F-567, SWING GATES PER ASTM F- 900)
PIPE FILLED WITH CONCRETE
AND PAINTED YELLOW
1.
FOR GATE WIDTHS UP THROUGH 7 FEET OR 14 FEET FOR DOUBLE SWING
GATE PER ASTM-F1083.
2.
3'-6"
6" THICK COARSE
AGGREGATE STONE
(#57)
14'-0"
3.
FINISH GRADE
4.
5. FABRIC: 9 GA. CORE WIRE SIZE 2" MESH, CONFORMING TO ASTM-A392
CLASS 1.
2%
FINISH GRADE
GRADE, PAVEMENT
OR FINISHED GRADE
6. TIE WIRE: MINIMUM 11 GA GALVANIZED STEEL INSTALL A SINGLE WRAP TIE
WIRE AT POSTS AND RAILS AT MAX. 24" INTERVALS. INSTALL HOG RINGS
ON TENSION WIRE AT 24" INTERVALS.
1"
SEE PLAN FOR DIMENSION
SITE STONE PAVING
(EXTEND TO FENCE LINE)
4"
3'-0"
GEOTEXTILE FABRIC
8. BARBED WIRE: 3 STRANDS OF DOUBLE STRANDED 12-1/2 GAUGE TWISTED
WIRE, 4 PT. BARBS SPACED ON APPROXIMATELY 5" CENTERS.
9. GATE LATCH: 1-3/8" O.D. PLUNGER ROD W/ MUSHROOM TYPE CATCH AND
LOCK.
CONCRETE
10. LOCAL ORDINANCE FOR BARBED WIRE PERMIT SHALL GOVERN
INSTALLATION.
GEOTEXTILE FABRIC
(SEE NOTE)
EXISTING SUBGRADE
11. HEIGHT = 7'-0" VERTICAL DIMENSION + 1'-0" BARBED WIRE
UNDISTURBED EARTH OR
COMPACTED GRANULAR FILL
UNDISTURBED EARTH OR
COMPACTED GRANULAR FILL
12" THICK COMPACTED
SUBGRADE @ 95% STD.
PROCTOR
NOTE:
GEOTEXTILE FABRIC IS TO BE MIRAFI 500X
WOVEN WIRE FABRIC OR APPROVED EQUAL.
12. ALL WORK SHALL CONFORM WITH THE PROJECT SPECIFICATIONS.
3'-6" MIN.
COARSE AGGREGATE STONE
7. TENSION WIRE: 7 GA. GALVANIZED STEEL.
12" MIN.
GRAVEL SURFACING DETAIL
By: RGROVER
NOT TO SCALE
GRAVEL DRIVEWAY SURFACING DETAIL
BOLLARD DETAIL
NOT TO SCALE
NOT TO SCALE
SITE NAME:
R
Engineers
Planners
Red Bank, NJ
Clinton, NJ
Hamilton, NJ
Marmora, NJ
Surveyors
Office Locations:
Mt. Arlington, NJ
Mt. Laurel, NJ
Sterling, VA
Albuquerque, NM
Albany, NY
Chestnut Ridge, NY
Newburgh, NY
Westchester, NY
Bethlehem, PA
Exton, PA
Tampa, FL
Copyright
PROTECT YOURSELF
_____________________________
WWW.CALL811.COM
DOV BURNITE MILL
KENT COUNTY
CELLCO PARTNERSHIP
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
SCALE :
AS SHOWN
JOB NUMBER :
15960011A
SHEET TITLE :
.
BLUE BELL, PA 19422
CELLCO PARTNERSHIP
1
.
11/30/15
.
ISSUED FOR ZONING
0
09/01/15
ISSUED FOR ZONING
A
08/25/15
REV
DATE
DESCRIPTION
.
RCG
.
PET
.
MPC
MICHAEL P. CLEARY
MEG
PET
MPC
DR
PET
MPC
BY
BY
BY
DATE:
.
MT. LAUREL OFFICE
Suite 100
Phone: 856.797.0412
Fax: 856.722.1120
email:
SHEET NUMBER :
REV :
A-3
1
DESIGN INFORMATION:
1.
STAND-BY
GENERATOR
2.
22'-0"
12'-9 1/2"
ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336A, ASTM A184, ASTM A185 AND
THE DESIGN & CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE.
3/8-16 UNC STAINLESS STEEL HEX
HEAD BOLT W/ WASHER (2)
THE DESIGN SHALL CONFORM TO THE PENNSYLVANIA UNIFORM CONSTRUCTION CODE (UCC), INCORPORATING THE
2009 INTERNATIONAL BUILDING CODE.
EARTHWORK:
WIRE CONDUIT STUB-UP
1.
FOUNDATIONS HAVE BEEN DESIGNED TO BEAR ON (UNDISTURBED RESIDUAL SOILS/COMPACTED STRUCTURAL FILL),
CAPABLE OF SAFELY SUPPORTING AN ALLOWABLE BEARING PRESSURE OF 6,750 PSF. IF FOUNDATION CONDITIONS
PROVE UNACCEPTABLE AT ELEVATIONS SHOWN, EXCAVATION SHALL BE CARRIED DEEPER AND SHALL BE BACKFILLED
WITH LEAN CONCRETE TO PLAN FOOTING BOTTOM, OR REDISIGN OF FOUNDATIONS WILL BE REQUIRED AT THE
DIRECTION OF THE ENGINEER.
2.
DESIGN FURNISH AND INSTALL TEMPORARY SHEETING, SHORING, AND DRAINAGE TO MAINTAIN THE EXCAVATION
AND PROTECT SURROUNDING STRUCTURES AND UTILITIES.
3.
THOROUGHLY COMPACT ALL BOTTOM OF FOOTINGS PRIOR TO PLACING ANY CONCRETE.
CONCRETE:
CONDUIT STUB-UP
1.
11'-6"
LOW VOLTAGE
STUB-UP AREA
SKID RESISTANT
SURFACE
1/2"x4"
PULL SLOT
FORMWORK
1.a.
CONCRETE CONSTRUCTION SHALL CONFORM TO "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR
BUILDINGS." (ACI 301-89).
1.b.
FORMWORK SHALL CONFORM TO ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS"
NOTE:
6"
2.
1.
2.a.
REINFORCING STEEL ASTM A615, GRADE 60. WELDED WIRE ASTM A185 (FLAT SHEET). LAPS 40 BAR DIAMETERS
UNLESS NOTED. BARS SHALL BE SECURELY HELD IN ACCURATE POSITION BY SUITABLE ACCESSORIES, TIE BARS,
SUPPORT BARS, ETC. HOOK LENGTHS SHALL BE 12 BAR DIAMETERS.
2.b.
CONCRETE COVER FOR REINFORCING BARS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED.
COVER TO BE MADE OF HEAVY DUTY POLYMER
CONCRETE AND RATED FOR 15,000 lbs (MIN.)
4"
A
2.b.1.
2.b.2.
2.b.3.
2.b.4.
2.b.5.
A
2.c.
EDGE OF SHELTER
PRIMARY HIGH VOLTAGE
STUB-UP AREA
4'-3"
2.c.2.
4"
8" THK. 4000 PSI
CONCRETE SLAB
EXISTING
GRADE
4"
22'-0"
6" CLEAN STONE
3"
2"
1 1/2"
1 1/2"
3/4"
CAST IN PLACE CONCRETE
2.c.1.
#4 @12" E.W.
FOOTINGS AND SLABS CAST AGAINST GROUND
CONCRETE TO BE IN CONTACT WITH GROUND OR WEATHER AT BARS GREATER THAN 5"
AT BARS #5 OR LESS
CONCRETE NOT TO BE EXPOSED TO GROUND OR WEATHER BEAMS, GIRDERS, AND COLUMNS
SLABS AND WALLS
MINIMUM 28 DAY CYLINDER STRENGTH AND MAXIMUM SLUMP, PRIOR TO ADDITION F SUPER
PLASTICIZERS, AS FOLLOWS:
2.c.1.1. CLASS I FOOTINGS
3000 PSF
2.c.1.2. CLASS III INTERIOR ELEVATED SLABS AND WALLS
4000 PSF
2.c.1.3. CLASS V OTHER WORK
4000 PSF
2.c.1.4. CLASS VI LEAN CONCRETE FOR OVEREXCAVATION OF FOUNDATIONS
2000 PSF
3"
4"
4"
N/A
8"
4'-0"
4"
REINFORCEMENT
MIX DESIGN TO BE IN ACCORDANCE WITH ACI 318, CHAPTER 5. NO CALCIUM CHLORIDE ADMIXTURE
CONTAINING CHLORIDES SHALL BE USED IN ANY CONCRETE
4 3/4"x4 3/4"
KNOCKOUTS (8)
2.c.3.
COARSE AGGREGATE FOR NORMAL WIEGHT CONCRETE SHALL CONFORM TO ASTM C33 SIZE #57.
COARSE AGGREGATE FOR LIGHTWEIGHT CONCRETE SHALL CONFORM TO ASTM C330 GRADED 3/4" TO
1/4".
2.c.4.
COLD WEATHER PLACEMENT SHALL COMPLY WITH ACI 306.1
2.c.5.
HOT WEATHER PLACEMENT SHALL COMPLY WITH ACI 305 R.
2.c.6.
CHAMFER ALL EXPOSED EDGES 3/4"
D
2.c.7.
GEOFABRIC
2.c.8.
SECTION "A-A"
TOTAL DELIVERY TIME SHALL BE LESS THAN 75 MINUTES.
CONCRETE FOUNDATION
NOT TO SCALE
EDGE OF SHELTER
4"x4" MOUSEHOLES
(2) PG2436BB
W.W.F. 6x6 - W2.5xW2.5
4,000 PSI
CONCRETE STOOP
6"
1/4" PER FT. SLOPE
3"
3/4" CHAMFER
4"
4'-0"L x 4'-0"W
. SLOPE
1" PER FT
PULLBOX DETAIL
NOT TO SCALE
4" (MIN.) CRUSHED STONE
ON COMPACTED GRADE
MIRAFI 500X FABRIC (TYP.)
CONCRETE STOOP
By: RGROVER
NOT TO SCALE
SITE NAME:
R
Engineers
Planners
Red Bank, NJ
Clinton, NJ
Hamilton, NJ
Marmora, NJ
Surveyors
Office Locations:
Mt. Arlington, NJ
Mt. Laurel, NJ
Sterling, VA
Albuquerque, NM
Albany, NY
Chestnut Ridge, NY
Newburgh, NY
Westchester, NY
Bethlehem, PA
Exton, PA
Tampa, FL
Copyright
PROTECT YOURSELF
_____________________________
WWW.CALL811.COM
DOV BURNITE MILL
KENT COUNTY
CELLCO PARTNERSHIP
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
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.
SCALE :
AS SHOWN
JOB NUMBER :
15960011A
SHEET TITLE :
.
BLUE BELL, PA 19422
CELLCO PARTNERSHIP
1
.
11/30/15
.
ISSUED FOR ZONING
0
09/01/15
ISSUED FOR ZONING
A
08/25/15
REV
DATE
DESCRIPTION
.
RCG
.
PET
.
MPC
MICHAEL P. CLEARY
MEG
PET
MPC
DR
PET
MPC
BY
BY
BY
DATE:
.
MT. LAUREL OFFICE
Suite 100
Phone: 856.797.0412
Fax: 856.722.1120
email:
SHEET NUMBER :
REV :
A-4
1
PERMANENT SEEDING (3.4.3-9):
SOIL EROSION AND SEDIMENT CONTROL PLAN
1.
A.
SITE PREPARATION
A.
B.
2.
PRIOR TO SEEDING, INSTALL NEEDED EROSION AND SEDIMENT CONTROL
PRACTICES SUCH AS DIVERSIONS, GRADE STABILIZATION STRUCTURES, BERMS, DIKES,
GRASSED WATERWAYS, AND SEDIMENT BASINS.
B.
FINAL GRADING AND SHAPING IS NOT NECESSARY FOR TEMPORARY SEEDINGS.
SEEDBED PREPARATION
2.
IT IS IMPORTANT TO PREPARE A GOOD SEEDBED TO INSURE THE SUCCESS OF
ESTABLISHING VEGETATION. THE SEEDBED SHOULD BE WELL OTHER
OBJECTIONABLE MATERIAL. THE SOIL SURFACE SHOULD NOT BE COMPACTED OR
CRUSTED.
3.
SOIL AMENDMENTS-SOIL AMENDMENTS ARE NOT TYPICALLY REQUIRED FOR
TEMPORARY STABILIZATION. HOWEVER, IN SOME CASES SOILS CONDITIONS MAY BE
SO POOR THAT AMENDMENTS ARE NEEDED TO ESTABLISH EVEN A TEMPORARY
VEGETATIVE COVER. UNDER THESE EXTREME CONDITIONS, THE FOLLOWINGS
GUIDELINES SHOULD BE USED:
A.
B.
4.
LIME - APPLY LIMING MATERIALS BASED ON THE RECOMMENDATIONS OF A SOIL
TEST IN ACCORDANCE WITH THE APPROVED NUTRIENT MANAGEMENT PLAN. IF A
NUTRIENT MANAGEMENT PLAN IS NOT REQUIRED, APPLY DOLOMITIC LIMESTONE
AT THE RATE OF 1 TO 2 TONS PER ACRE. APPLY LIMESTONE UNIFORMLY AND
INCORPORATE INTO THE TOP 4 TO 6 INCHES OF SOIL.
FERTILIZER - APPLY FERTILIZER BASED ON THE RECOMMENDATIONS OF A SOIL TEST
IN ACCORDANCE WITH APPROVED NUTRIENT MANAGEMENT PLAN. IF A NUTRIENT
MANAGEMENT PLAN IS NOT REQUIRED, APPLY A FORMULATION OF 10-10-10 AT THE
RATE OF 600 POUNDS PER ACRE. APPLY FERTILIZER UNIFORMLY AND INCORPORATE
INTO THE TOP 4 TO 6 INCHES OF SOILS.
A.
B.
C. SEED THAT HAS BEEN BROADCAST SHOULD BE COVERED BY RAKING OR
DRAGGING AND THEN LIGHTLY TAMPED INTO PLACE USING A ROLLER OR
CULTIPACKER. IF HYDROSEEDING IS USED AND THE SEED AND FERTILIZER IS
MIXED, THE WILL BE MIXED ON SITE AND THE SEEDING SHALL BE DONE
IMMEDIATELY AND WITHOUT INTERRUPTION.
MULCHING
C.
GRADE AS NEEDED AND FEASIBLE TO PERMIT THE USE OF CONVENTIONAL EQUIPMENT FOR
SEEDBED PREPARATION, SEEDING, MULCH APPLICATION, ANCHORING AND MAINTENANCE.
ALL IRREGULARITIES IN THE SURFACE MUST BE CORRECTED IN ORDER TO PREVENT THE
FORMATION OF DEPRESSIONS OR WATER POCKETS.
IT IS IMPORTANT TO PREPARE A GOOD SEEDBED TO INSURE THE SUCCESS OF ESTABLISHING
VEGETATION. THE SEEDBED SHALL BE WELL PULVERIZED, LOOSE, UNIFORM, AND FREE OF
LARGE CLODS, ROCKS AND OTHER OBJECTIONABLE MATERIAL
FLAT AREAS AND SLOPES UP TO 3:1 GRADE SHALL BE LOOSE AND FRIABLE TO A DEPTH OF AT
LEAST 4 INCHES. THE TOP LAYER OF SOIL SHALL BE LOOSENED BY RAKING, DISKING OR
OTHER ACCEPTABLE
MEANS BEFORE SEEDING.
D.
5.
SEED THAT HAS BEEN BROADCAST MUST BE COVERED BY RAKING OR DRAGGING AND THEN
LIGHTLY TAMPED INTO PLACE USING A ROLLER OR CULTIPACKER. IF HYDROSEEDING IS USED
AND THE SEED AND FERTILIZER IS MIXED, THEY WILL BE MIXED ON SITE AND THE SEEDING
SHALL BE DONE IMMEDIATELY AND WITHOUT INTERRUPTION.
MULCHING
3.
SLOPES STEEPER THAN 3:1 SHALL HAVE THE TOP 1-3 INCHES OF SOIL LOOSE AND FRIABLE
BEFORE SEEDING.
6.
SOIL AMENDMENTS:
A.
IRRIGATION
A.
LIME - APPLY LIMING MATERIALS BASED ON THE RECOMMENDATIONS OF A SOIL TEST IN
ACCORDANCE WITH THE APPROVED NUTRIENT MANAGEMENT PLAN. IF A NUTRIENT
MANAGEMENT PLAN IS NOT REQUIRED, APPLY DOLOMITIC LIMESTONE AT THE RATE OF 1 TO
2 TONS PER ACRE. APPLY LIMESTONE UNIFORMLY AND INCORPORATE INTO THE TOP 4 TO 6
INCHES OF SOIL.
B.
7.
B.
FERTILIZER - APPLY FERTILIZER BASED ON THE RECOMMENDATIONS OF A SOIL TEST IN
ACCORDANCE WITH APPROVED NUTRIENT MANAGEMENT PLAN. IF A NUTRIENT
MANAGEMENT PLAN IS NOT REQUIRED, APPLY A FORMULATION OF 10-10-10 AT THE RATE OF
600 POUNDS PER ACRE. APPLY FERTILIZER UNIFORMLY AND INCORPORATE INTO THE TOP 4
TO 6 INCHES OF SOILS.
INCORPORATION - ON SLOPING LAND, THE FINAL DISKING AND HARROWING OPERATION
SHOULD BE ON THE CONTOUR WHEREVER FEASIBLE. ON SLOPES STEEPER THAN 3:1, THE LIME
AND FERTILIZER SHALL WORKED IN THE BEST WAY POSSIBLE.
ADEQUATE MOISTURE IS ESSENTIAL FOR SEED GERMINATION AND PLANT GROWTH. DAILY
IRRIGATION CAN BE CRITICAL IN ESTABLISHING PERMANENT VEGETATION DURING DRY OR
HOT WEATHER OR ON ADVERSE SITE CONDITIONS.
IRRIGATION MUST BE CAREFULLY CONTROLLED TO PREVENT RUNOFF AND SUBSEQUENT
EROSION. INADEQUATE OR EXCESSIVE IRRIGATION CAN BE MORE HARM THAN GOOD.
MAINTENANCE
A.
IT TAKES ON FULL YEAR TO ESTABLISH PERMANENT VEGETATION FROM THE TIME OF
PLANTING. INSPECT SEEDED AREAS FOR FAILURE AND REESTABLISH VEGETATION AS SOON
AS POSSIBLE. DEPENDING ON SITE CONDITIONS, IT MAY BE NECESSARY TO IRRIGATE,
FERTILIZE, OVERSEED, OR RE-ESTATLISH PLANTINGS IN ORDER TO PROVIDE PERMANENT
VEGETATION FOR ADEQUATE EROSION CONTROL
B.
MAINTENANCE FERTILIZATION RATES SHOULD BE ESTABLISHED BY SOIL TEST
RECOMMENDATIONS IN ACCORDANCE WITH AN APPROVED NUTRIENT MANAGEMENT
PLAN. SPRING SEEDINGS MAY REQUIRE AN APPLICATION OF FERTILIZER BETWEEN SEPTEMBER
1 AND OCTOBER 15, AT LEAST EVERY TWO YEARS. FALL SEEDINGS MAY REQUIRE THE SAME
BETWEEN MARCH 15 AND MAY 1 OF THE FOLLOWING YEAR. IF SLOW RELEASE FERTILIZER IS
USED, FOLLOW-UP FERTILIZATIONS MAY NOT BE NECESSARY FOR SEVERAL YEARS. LIME
ACCORDING TO SOIL TEST RECOMMENDATIONS AT LEAST ONCE EVERY FIVE YEARS.
DESCRIPTION
INSTALL STABILIZED CONSTRUCTION ENTRANCE. INSTALL PERIMETER
SILT FENCE.
TIME FRAME
4 DAYS
CLEAR AND GRUB SITE. REMOVE EXCESS TOPSOIL FROM SITE AND
STOCKPILE. REMAINDER OF TOPSOIL REQUIRED FOR RE-USE ON SITE.
2 DAYS
PERFORM ROUGH GRADING OF COMPOUND AREA AND ACCESS ROAD.
REESTABLISH STABILIZED CONSTRUCTION ENTRANCE AS REQUIRED TO
MATCH PRE-EXISTING CONDITION IMMEDIATELY FOLLOWING GRADING OF
ACCESS DRIVE.
5 DAYS
INSTALL UNDERGROUND UTILITIES, CONCRETE PADS AND APPROPRIATE
SEDIMENT CONTROLS AS INSTALLATION PROGRESSES.
10 DAYS
PROVIDE INTERIM SOIL STABILIZATION MEASURES OF DISTURBED AREAS.
SEED AND MULCH AREAS TO NORTH, SOUTH, EAST AND WEST OF PROPOSED
GRAVEL AREA. ANY AREAS WITH INTERIM STABILIZATION THAT BECOME
DISTURBED AS A RESULT OF SUBSEQUENT CONSTRUCTION ACTIVITY
(I.E. ERECTION OF TOWER) SHALL BE REESTABLISHED PER INTERIM
STABILIZATION SPECIFICATIONS ON THIS SHEET.
1 DAY
ERECT TOWER.
7 DAYS
PERFORM FINE GRADING ON SITE SUBGRADE. STABILIZE COMPOUND AND
DRIVEWAY BY INSTALLING DENSE GRADED AGGREGATE. TOPSOIL, SEED,
FERTILIZE AND MULCH DISTURBED AREAS OUTSIDE GRAVEL COMPOUND.
2 DAYS
REMOVE SEDIMENT CONTROLS AND OTHER BMP'S. ALL BMP'S MUST REMAIN
INSTALLED AND FUNCTIONAL UNTIL UPSLOPE DISTURBED AREAS ARE
STABILIZED WITH 70% UNIFORM PERENNIAL VEGETATIVE COVER OR OTHER
STABLE COVER.
2 DAYS
SEDIMENT CONTROL NOTES:
1.
A COPY OF THE APPROVED SOIL EROSION AND SEDIMENTATION CONTROL PLAN
SHALL BE AVAILABLE AT ALL AL TIMES.
2.
TEMPORARY STABILIZATION (SEEDING AND MULCHING) OF THE SITE SHALL BE
PERFORMED IMMEDIATELY AFTER COMPLETION OF ROUGH GRADING.
3.
THE CONTRACTOR SHALL INSPECT THE SITE AT THE END OF EACH DAY TO ENSURE
THAT NO DISTURBED SOIL EXISTS ON THE SITE AND THAT NO SOIL/MUD IS BEING
TRACKED OFF THE SITE AND ONTO ANY ADJACENT ROADWAY.
4.
REFER TO DELAWARE EROSION & SEDIMENT CONTROL HANDBOOK
REGARDING APPLICABLE DESIGN GUIDELINES
SOIL EROSION AND SEDIMENTATION CONTROL.
5.
ANY MAJOR VARIATION FROM THE SEQUENCE OF CONSTRUCTION
STATED IN THE NARRATIVE REPORT REQUIRES THE APPROVAL
OF THE KENT COUNTY CONSERVATION DISTRICT PRIOR TO
THE INITIATION OF THE CHANGE.
"% GERMINATION" REFERS TO THE PERCENTAGE OF SEED THAT GERMINATED DURING
TESTING.
6.
THE KENT COUNTY CONSERVATION DISTRICT WILL BE
NOTIFIED THREE DAYS PRIOR TO CONSTRUCTION.
"OTHER CROP SEEDS" IS THE PERCENTAGE OF CROP SEEDS OF THE TESTED SAMPLE THAT
BEEN FOUND DURING PHYSICAL SEPARATION OF THE SAMPLE.
7.
ALL TEMPORARY CONTROLS SHALL REMAIN IN PLACE
UNTIL THE SITE IS COMPLETELY STABILIZED.
"INERT MATTER" IS THE PERCENTAGE OF DUST
WEIGHT OF THE TESTED SAMPLE.
8.
ANY SOIL REQUIRED TO BE STOCKPILED ON THE SITE SHALL
BE STABILIZED AND PROTECTED WITH SILT FENCING.
9.
EROSION AND SEDIMENTATION CONTROLS MUST BE
CONSTRUCTED, STABILIZED AND FUNCTIONAL BEFORE SITE
DISTURBANCE WITHIN THE TRIBUTARY AREAS OF THOSE
CONTROLS.
10.
AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED,
TEMPORARY EROSION AND SEDIMENTATION CONTROLS MUST
BE REMOVED. AREA DISTURBED DURING REMOVAL OF THE
CONTROLS MUST BE STABILIZED IMMEDIATELY.
11.
STOCKPILED HEIGHTS MUST NOT EXCEED 35 FT. STOCKPILE
SLOPES MUST BE 3:1 OR FLATTER. STOCKPILES MUST BE
STABILIZED UPON COMPLETION.
12.
ANY DISTURBED AREA ON WHICH ACTIVITY HAS CEASED
AND WHICH WILL REMAIN EXPOSED MUST BE STABILIZED
IMMEDIATELY. DURING NON-GERMINATION PERIODS, MULCH
MUST BE APPLIED AT THE RECOMMENDED RATES. DISTURBED
AREAS WHICH ARE NOT AT FINISHED GRADE AND WHICH
WILL BE REDISTURBED WITHIN 1 YEAR MAY BE STABILIZED
IN ACCORDANCE WITH TEMPORARY SEEDING SPECIFICATIONS.
DISTURBED AREAS WHICH ARE EITHER AT FINISHED GRADE
OR WILL NOT BE REDISTURBED WITHIN 1 YEAR MUST BE
STABILIZED IN ACCORDANCE WITH PERMANENT SEEDING
SPECIFICATIONS.
13.
UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENTATION
CONTROLS MUST BE MAINTAINED PROPERLY. MAINTENANCE MUST
INCLUDE INSPECTIONS OF ALL CONTROLS AFTER EACH RUNOFF
EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND
REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR,
REPLACEMENT, REGRADING, RESEEDING AND REMULCHING MUST
BE PERFORMED IMMEDIATELY.
4.
SEEDING
A.
SELECT A MIXTURE FROM FIGURE 3.4.3.3a
B.
EVERY BAG OF SEED IS REQUIRED BY LAW TO HAVE AN ANALYSIS TAG ATTACHED TO IT.
THIS TAG CONTAINS ESSENTIAL INFORMATION ABOUT THE CONTENT AND QUALITY OF
THE TURF SEED THEREIN. ALL OF THE DATA ON THE TAG RELATES IN SOME WAY TO THE
SEED IN THE BAG. FOLLOWING IS A LIST OF ITEM AND INFORMATION THAT THE REPRESENT:
8.
"PRODUCT" IS THE SPECIES OR TYPE OF SEED THAT WAS TESTED.
ALL MULCHING SHALL BE DONE IN ACCORDANCE WITH SECTION 3.4.5
APPLY SEED UNIFORMLY WITH A BROADCAST SEEDER, DRILL, CULTIPACKER OR
HYDROSEEDER. ALL SEED WILL BE APPLIED AT THE RECOMMENDED RATE AND PLANTING
DEPTH. DRILL SEEDING IS THE PREFERRED METHOD, ESPECIALLY WHEN LIGHT, FLUFFY SEEDS
ARE IN THE MIX. WHEN HYDROSEEDING IS THE CHOSEN METHOD, THE TOTAL RATE OF SEED
SHOULD BE INCREASED BY 25% OVER THE RATES RECOMMENDED IN FIGURE 3.4.3.3a. SEED
MIXTURES LOADED INTO BOXES OR CONTAINERS, SUCH AS THOSE FOUND ON DRILL
SEEDERS, SHOULD BE AGITATED TO PREVENT STRATIFICATION IN THE BOX. SOME SEEDERS
ARE ALSO EQUIPPED WITH MULTIPLE BOXED TO SEPARATE THE SEED SPECIES, RESULTING IN
EVEN DISTRIBUTION.
ALL MULCHING SHALL BE DONE IN ACCORDANCE WITH SECTION 3.4.5
C.
C.
B. APPLY SEED UNIFORMLY WITH A BROADCAST SEEDER, DRILL, CULTIPACKER
SEEDER OR HYDROSEEDER. ALL WILL BE APPLIED AT THE RECOMMENDED RATE
AND PLANTING DEPTH.
PRIOR TO SEEDING, INSTALL NEEDED EROSION AND SEDIMENT CONTROL
PRACTICES
SUCH ASDIVERSIONS, GRADE STABILIZATION STRUCTURES, BERMS, DIKES, GRASSED
WATERWAYS AND SEDIMENT BASINS.
SEEDBED PREPARATION
SEEDING
A. SELECT A MIXTURE FROM FIGURE 3.4.3.2a
5.
EACH STAGE OF THE SEQUENCE OF CONSTRUCTION MUST BE COMPLETED
PRIOR TO THE INITIATION OF THE NEXT STAGE OF CONSTRUCTION.
"ORIGIN", "NET WEIGHT" AND "DATE TESTED" ARE SELF-EXPLANATORY.
TEMPORARY SEEDING (3.4.3-5):
1.
SEQUENCE OF CONSTRUCTION:
SITE PREPARATION
"LOT" REFERS TO THE SPECIFIC LOT OF SEED TESTED, PROVIDING A TRACKING OF THE
VARIETIES, PRODUCTION FIELD AND COMPONENTS IN THE BAG.
SPECIAL CONDITIONS
UNDER CERTAIN SITE CONDITIONS, ALTERNATIVE VEGETATIVE STABILIZATION TECHNIQUES
ARE NECESSARY. EXAMPLES INCLUDE STEEPLY SLOPED AREAS, EXTREMELY LOW FERTILITY
SOILS, ACIDIC SOILS, (pH LESS THAN 4.0) AND DUNE STABILIZATION. WHEN ANY OF THESE
OR OTHER UNUSUAL SITE CONDITIONS ARE ENCOUNTERED, DNREC AND/OR THE
APPROPRIATE DELEGATED AGENCY MAY REQUIRE PRODUCTS, SEED SPECIES MIXTURES AND
RATES OTHER THAN THOSE LISTED IN THE FOLLOWING TABLES IN ORDER TO ACHIEVE
SUCCESSFUL STABILIZATION.
"% PURITY" IS THE NUMBER OF SEEDS OF A SPECIES/VARIETY, EXPRESS AS PERCENTAGES OF
THE WHOLE, FOUND IN THE MIX. "VNS" MEANS "VARIETY NOT STATED" INDICATING
UNCERTAINTY ABOUT THE QUALITY AND CHARACTERISTICS OF THE SEED.
STEMS, SOIL, CHAFF, ETC. OF THE TOTAL
"WEED SEED" REFERS TO THE PERCENTAGE OF WEED SEEDS IN A SAMPLE
By: RGROVER
"NOXIOUS WEEDS" ARE THE WEED SEEDS CONSIDERED BY LOCAL LAW TO BE NOXIOUS.
THIS NUMBER MUST ALWAYS BE ZERO.
SITE NAME:
R
Engineers
Planners
Red Bank, NJ
Clinton, NJ
Hamilton, NJ
Marmora, NJ
Surveyors
Office Locations:
Mt. Arlington, NJ
Mt. Laurel, NJ
Sterling, VA
Albuquerque, NM
Albany, NY
Chestnut Ridge, NY
Newburgh, NY
Westchester, NY
Bethlehem, PA
Exton, PA
Tampa, FL
Copyright
PROTECT YOURSELF
_____________________________
WWW.CALL811.COM
DOV BURNITE MILL
KENT COUNTY
CELLCO PARTNERSHIP
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
SCALE :
AS SHOWN
JOB NUMBER :
15960011A
SHEET TITLE :
.
BLUE BELL, PA 19422
CELLCO PARTNERSHIP
1
.
11/30/15
.
ISSUED FOR ZONING
0
09/01/15
ISSUED FOR ZONING
A
08/25/15
REV
DATE
DESCRIPTION
.
RCG
.
PET
.
MPC
MICHAEL P. CLEARY
MEG
PET
MPC
DR
PET
MPC
BY
BY
BY
DATE:
.
MT. LAUREL OFFICE
Suite 100
Phone: 856.797.0412
Fax: 856.722.1120
email:
SHEET NUMBER :
REV :
A-5
1
REINFORCING STRIP OVER
GEOSYNTHETIC FABRIC
(TYP. EACH STAKE)
GALVANIZED GUYWIRES
FLOW
2" MULCH
FINISHED GRADE
1'-0" BACKFILL ALL SIDES
POST
STAPLES
COMPACTED BACKFILL
(8" MINIMUM)
TOP
CONSTRUCTION DETAIL
SPACING
6'
5' O.C.
CALIPER
N/A
TOTAL
NUMBER
TYPE
B&B
40
2.
CONTRACTOR TO REMOVE ANY EXISTING TREE OR SHRUB FROM THE PROPOSED COMPOUND.
3.
ALL PLANT MATERIAL SHALL CONFORM TO ALL LOCAL LAND DEVELOPMENT REGULATIONS
AND ORDINANCES.
ALL LANDSCAPE PLANTING AREAS SHALL BE MULCHED WITH 4" MINIMUM DEPTH OF SHREDDED
HARDWOOD MULCH, EXCEPT TURF AREAS.
5.
ALL TREES AND SHRUBS SHALL BE GUARANTEED FOR A PERIOD OF 18 MONTHS FROM THE DATE
OF PLANTING.
6.
ALL PLANTING OPERATIONS SHALL BE DONE IN THE APPROPRIATE WEATHER AFTER FINAL
GRADING HAS OCCURRED. B&B MATERIAL MAY BE PLANTED AT ANY TIME WHEN THE SOIL AND
BACKFILL ARE NOT FROZEN OR IN AN UNSUITABLE CONDITION. OTHER KINDS OF PLANTS
SHALL BE PLANTED AT TIMES OF THE YEAR DICTATED BY GOOD HORTICULTURAL PRACTICES
AND AVAILABILITY OF PLANT MATERIAL.
7.
NEWLY INSTALLED TREES AND SHRUBS SHALL BE IRRIGATED WEEKLY FOR THE FIRST GROWING
SEASON.
8.
IN THE EVENT OF ANY DISCREPANCIES WITH THIS PLAN, THE LANDSCAPE CONTRACTOR SHALL
NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY FOR REVIEW AND RESOLUTION.
9.
THE QUALITY AND SIZE OF PLANT MATERIAL, SPREAD OF THE ROOTS AND THE SIZE OF THE
ROOT BALL SHALL BE IN ACCORDANCE WITH "AMERICAN STANDARDS FOR NURSERY STOCK"
AS PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC.
11.
ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY. THEY SHALL HAVE NORMAL,
WELL-DEVELOPED BRANCHES AND VIGOROUS FIBROUS ROOT SYSTEMS. ALL PLANTS SHALL BE
NURSERY-GROWN, UNLESS OTHERWISE STATED. ALL PLANTS WHICH ARE FOUND
UNSUITABLE IN GROWTH OR CONDITION, OR WHICH ARE NOT TRUE TO NAME, SHALL BE
REMOVED AND REPLACED WITH ACCEPTABLE PLANTS.
12.
PLANTS SHALL BE MEASURED AS THEY STAND IN THEIR NATURAL POSITION. STOCK
FURNISHED SHALL BE A FAIR AVERAGE OF THE MINIMUM SIZES SPECIFIED OR OF THE RANGE
GIVEN IN THE U.S.D.A STANDARDS FOR NURSERY STOCK. LARGER PLANTS CUT BACK TO SIZES
SPECIFIED SHALL NOT BE ACCEPTED.
13.
ALL PRECAUTIONS CUSTOMARY IN GOOD TRADE PRACTICES SHALL BE TAKEN IN PREPARING
PLANTS FOR MOVING. ALL BALLED AND BURLAPPED PLANTS SHALL BE DUG TO MEET OR
EXCEED U.S.D.A. STANDARDS FOR NURSERY STOCK.
14.
PLANTS SHALL BE PACKED, TRANSPORTED AND HANDLED WITH UTMOST CARE TO ENSURE
ADEQUATE PROTECTION AGAINST INJURY. EACH SHIPMENT SHALL BE CERTIFIED BY STATE AND
FEDERAL AUTHORITIES TO BE FREE FROM DISEASES AND INFESTATION.
15.
IN ORDER TO ACHIEVE THE EFFECT ESTABLISHED IN THE PLANTING PLAN, UNIFORMITY OF
PLANT MATERIAL IS DESIRED. THE PLANT MATERIAL SHALL BE OF THE SAME SIZE, AGE AND
CULTIVAR, AND SHALL HAVE BEEN OBTAINED FROM THE SAME NURSERY.
10' MIN.
SILT FENCE MATERIALS
1.
STAKES: STEEL (EITHER T OR U) OR 2" X 2" HARDWARE
2.
GEOSYNTHETIC FABRIC : TYPE GD-I
2.
WHEN TWO (2) SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER, THEY
SHALL BE OVERLAPPED BY SIX (6) INCHES AND FOLDED.
3.
REINFORCING STRIP : WOODEN LATH, PLASTIC STRIP OR OTHER
APPROVED EQUIVALENT
3.
SILT FENCE MUST BE INSPECTED ON A REGULAR BASIS. REPAIRS SHOULD BE
MADE IMMEDIATELY. ACCUMULATED SEDIMENT SHOULD BE REMOVED
WHEN IT HAS REACHED 1/2 THE EXPOSED HEIGHT OF THE FABRIC OR
WHEN "BULGES" DEVELOP IN THE SILT FENCE.
PREFABRICATED UNIT : GEOFAB, ENVIROFENCE, OR APPROVED
EQUIVALENT.
TYPE GS-1
GEOTEXTILE FABRIC
SILT FENCE DETAIL
SECTION A-A (STD)
NOT TO SCALE
CONSTRUCTION NOTES:
BACKFILL MATERIAL FOR PLANTING AREAS SHALL BE COMPOSED OF 80% TOPSOIL AMENDED
WITH 10% PEAT MOSS AND 10% FULLY COMPOSTED HORSE OR COW MANURE.
10
PROFILE
2"x2" WOODEN
POST (TYP.)
CONSTRUCTION NOTES:
1.
GEOSYNTHETIC FABRIC TO BE FASTENED SECURELY TO FENCE POSTS
WITH WIRE TIES OR STAPLES.
4.
CULVERT PIPE
(AS NEEDED)
3"
MIN.
REFER TO THE ENGINEERING PLANS FOR ADDITIONAL INFORMATION REGARDING THE SITE
DEVELOPMENT.
EXISTING
PAVEMENT
3"
MIN.
LANDSCAPE MAINTENANCE NOTES:
4.
10'
MIN.
TYPE GS-1
GEOTEXTILE FABRIC
PLAN
MOUNTABLE BERM
(AS NEEDED)
3'
EXISTING
GROUND
ENDS PLACED UPSLOPE
TO CONTAIN RUNOFF
NOT TO SCALE
1.
PLAN VIEW
SEE PLAN
6' MAX
EVERGREEN TREE PLANTING DETAIL
10' MIN.
SECTION
FLOW
THUJA
AMERICAN
OCCIDENTALIS
ARBORVITAE
NAME
PLANTING
HEIGHT
A
6" MIN.
CUT AND REMOVE BURLAP
FROM TOP 1/3 OF BALL
SECTION A
EMBEDED FABRIC
MIN. 8" VERTICALLY
INTO GROUND
2"x3"x2' WOOD STAKE
(3 PER TREE)
10' MINIMUM WIDTH
MIN. 1.60' STAKE
LENGTH DRIVEN
INTO GROUND
POST
SECTION B
COMMON
NAME
A
STAPLES
3" SAUCER
SCIENTIFIC
SEE PLAN
10'
MIN.
RUBBER HOSE
MIN. 2.40' STAKE LENGTH
ABOVE GROUND
MIN. 40" STAKE LENGTH
1 MIN
1
1 MIN
1
SLOPES 3:1
OR FLATTER
AND STABILIZED
R-3 ROCK
3
TO BE TEMPORARILY
SEEDED WITHIN
30 DAYS
3
AASHTO #57
6" MIN.
1
1'
1'
STRAW BALES OR
FILTER FABRIC
WOOD POSTS
EXISTING
GROUND
TOPSOIL STOCKPILE DETAIL
STONE SIZE - USE DE #3 STONE.
2.
LENGTH - AS REQUIRED, BUT NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30
FOOT MINIMUM LENGTH WOULD APPLY).
3.
THICKNESS - NOT LESS THAN SIZE (6) INCHES.
4.
WIDTH - TEN (10) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR
EGRESS OCCURS.
5.
GEOTEXTILE - TYPE GS-I; PLACED OVER THE ENTIRE AREA PRIOR TO PLACING STONE.
6.
SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES
SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES
WILL BE PERMITTED.
7.
MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP
DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY
MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO
PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY.
8.
WASHING - VEHICLE WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO
PUBLIC RIGHTS-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH
STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE.
9.
INSPECTION - PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN.
OUTLET CROSS-SECTION
1
SILT FENCE TO BE PLACED
ALONG LOWER SIDE OF PILE (TYP.)
1.
HEIGHT OF ROCK FILTER =
5/6 HEIGHT OF STRAW BALES
OR FILTER FABRIC FENCE
3' (MIN.)
AASHTO #57
NOTE:
SEDIMENT MUST BE REMOVED WHEN ACCUMULATIONS
REACH 1/3 THE HEIGHT OF THE OUTLET.
STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
NOT TO SCALE
ROCK FILTER OUTLET DETAIL
By: RGROVER
NOT TO SCALE
SITE NAME:
R
Engineers
Planners
Red Bank, NJ
Clinton, NJ
Hamilton, NJ
Marmora, NJ
Surveyors
Office Locations:
Mt. Arlington, NJ
Mt. Laurel, NJ
Sterling, VA
Albuquerque, NM
Albany, NY
Chestnut Ridge, NY
Newburgh, NY
Westchester, NY
Bethlehem, PA
Exton, PA
Tampa, FL
Copyright
PROTECT YOURSELF
_____________________________
WWW.CALL811.COM
DOV BURNITE MILL
KENT COUNTY
CELLCO PARTNERSHIP
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
SCALE :
AS SHOWN
JOB NUMBER :
15960011A
SHEET TITLE :
.
BLUE BELL, PA 19422
CELLCO PARTNERSHIP
1
.
11/30/15
.
ISSUED FOR ZONING
0
09/01/15
ISSUED FOR ZONING
A
08/25/15
REV
DATE
DESCRIPTION
.
RCG
.
PET
.
MPC
MICHAEL P. CLEARY
MEG
PET
MPC
DR
PET
MPC
BY
BY
BY
DATE:
.
MT. LAUREL OFFICE
Suite 100
Phone: 856.797.0412
Fax: 856.722.1120
email:
SHEET NUMBER :
REV :
A-6
1

SITE NAME - Kent County

Transcription

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