20140576 Ver 1_Site Plan_20140617

Strickland, Bev
From: Phil May <Phil.May @carolinaeco.com>
Sent: Tuesday, June 17, 2014 8:23 PM
To: Strickland, Bev
Subject: RE: Kelly Park Tower - DWQ# 140576
M.
https:// www. dropbox. com/ sh /2m2wl6vuazibfkw /AABBdGMbKAIg lOugKKnfDMyHa
.0
Phil May
Carolina Ecosystems, Inc.
(919) 606 -1065
From: Strickland, Bev [ mai Ito: bev.stricklandCa)ncdenr.go I
Sent: Wednesday, June 11, 2014 10:45 AM
To: Phil May
Subject: Kelly Park Tower - DWQ# 140576
Mr. May,
Please provide a data through email, CD or ftp site with a full size version of the signed plans in TIF Group 4 format
(blaek and white 300dpi, not grayseale or color). If the plans are too large to store in TIF format, they can be stored
in PDF.
Also, below is a link to the project information listed above.
http: // its .enr.state.nc.us /Weblink8 /0 /fo1/237339 /Rowl.aspx
Thanks
Bev
Beverly- Strickland, Administrative Officer
Division of Water Resources
N.C. Department of Environment and Natural Resources
Mail Service Center 1617, Raleigh, NC 27699 -1617
Phone# 919 - 707 -8789
Email Address: Bev.Stricklanda,ncdenr.gov
E -mail correspondence to and from this address mar° be subject to the Forth Carolina Puhlic Records Larti°and mar° be disclosed to thlr-d parties.
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ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT TOWN OF APEX STANDARDS AND SPECIFICATIONS
GENERAL NOTES
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF APEX AND THE STATE
OF NORTH CAROLINA STANDARDS AND SPECIFICATIONS.
2. PARTIAL BOUNDARY AND TOPOGRAPHIC INFORMATION FOR TOWER DESIGN ONLY TAKEN
FROM MAP BY BASS, NIXON & KENNEDY, INC., DATED MARCH 28, 2014. ALL OTHER
INFORMATION TAKEN FROM iMAPS.
3. NO CHANGES TO ANY ASPECT OF THIS SITE PLAN, INCLUDING BUT NOT LIMITED TO
LANDSCAPING, GRADING, BUILDING FACADES, LIGHTING, OR UTILITIES SHALL BE MADE WITHOUT
THE APPROVAL OF THE DEVELOPMENT REVIEW COMMITTEE OF THE TOWN OF APEX.
4. THE SITE SHALL BE STABILIZED AND SEEDED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF
OCCUPANCY.
5. ALL HVAC AND OTHER MECHANICAL SYSTEMS SHALL BE SCREENED FROM OFF —SITE VIEWS.
6. WHERE EXISTING VEGETATION FAILS TO SATISFY THE REQUIRE BUFFER STANDARD, THE TOWN
OF CARY SITE INSPECTOR RESERVES THE RIGHT TO REQUIRE SUPPLEMENTAL PLANTINGS IN
ADDITION TO THOSE SHOWN ON THE LANDSCAPE PLAN BASED ON ACTUAL FIELD CONDITIONS.
7. ALL EXTERIOR SITE LIGHTING SHALL BE DESIGNED TO PREVENT OFF —SITE GLARE.
8. NO TREE SHALL BE LOCATED WITHIN TEN FEET OF A LIGHTING LOCATION.
9. ALL TREE PROTECTION FENCING SHALL BE MAINTAINED UNTIL ALL SITE WORK IS COMPLETED.
THE FENCING SHALL BE REMOVED IMMEDIATELY PRIOR TO THE FINAL SITE INSPECTION FOR
THE CERTIFICATE OF OCCUPANCY (CO).
10. ALL ABOVE GROUND UTILITY EQUIPMENT AND FACILITIES ASSOCIATED WITH ON —SITE ELECTRIC,
CABLE, TELEPHONE, GAS OR OTHER SIMILAR UTILITY SHALL BE LOCATED OUTSIDE OF
REQUIRED BUFFERS AND SCREENED, TO THE EXTENT POSSIBLE, WITH EVERGREEN PLANTINGS.
PLANTINGS SHALL ALLOW FOR A MINIMUM OF FIVE FEET OF CLEARANCE AROUND THE
STRUCTURE, WITH ANY SIDE OF THE STRUCTURE HAVING A DOOR OR LOCK ALLOWING FOR 10
FEET OF CLEARANCE.
11. ALL VEHICULAR USE AREAS (DRIVES AND PARKING AREAS) SHALL BE SCREENED FROM
OFF —SITE VIEWS.
12. ALL WORK MUST COMPLY WITH NORTH CAROLINA STATE BUILDING AND HANDICAPPED
ACCESSIBILITY CODE VOL. 1C
13. NO COMPACTOR IS REQUIRED FOR THIS SITE.
KELLY PARK TOWER
1701 KELLY RD
TOWN OF APEX, WAKE COUNTY, NORTH CAROLINA
CONSTRUCTION DRAWINGS
OWNER:
SYMBOLS
AND ABBREVIATIONS
ABC
AGGREGATE BASE COURSE
D
EX /SANG CURB INLET
ALUM
ALUMINUM
D
EX /SANG GRATE INLET/YARD INLET
Date
2) Protection fencing must be placed:
C0
EX /SANG FLARED END SECOON
AST2
ALUMINIZED STEEL -TYPE 2
PHONE: [phone]
historic buildings and structures, wetlands, and ponds.
Date
C) Along the outside line of the 100 —year floodplain, and the outside edge of any riparian buffer.
�
EX /SANG F/RE HYDRANT
B -B
BACK TO BACK
Date
lines or near public areas (sidewalks, etc.).
4) All grading and support structures associated with any retaining structure shall not encroach into any required
>13-0
EX /SANG BLOW -OFF ASSEMBLY
BOA
BLOW -OFF ASSEMBLY
oa
EX /SANG GATE VALVE
C &G
CURB AND GUTTER
>
EX /SANG REDUCER
CFS
CUBIC FEET PER SECOND
❑
EX /SANG WATER METER
not be cut or severely pruned so that their natural form is impaired.
27) All slopes greater than 3:1 but less than 2:1 shall be stabilized with permanent slope retention or a suitable
Specifically screening must be done so that:
9
EX /SANG SAN SEWER MANHOLE
CI
CURB INLET
29) All outdoor lighting fixtures shall be located a minimum of 10 feet from a property or right —of —way line, and at
landscape and are similar in material and color
C) Screening items are out of view from adjacent properties and public streets, and a totally opaque screen
least two feet away from any required perimeter or streetscape buffer and tree save area.
EX /SANG CLEAN OUT
CL
CENTER LINE
r0i
EX /SANG POWER POLE
CMP
CORRUGATED METAL PIPE
�C
EX /SANG TELEPHONE PEDESTAL
CO
CLEAN OUT
J
W
EX /SANG AREA LIGHT
COM
COMMUNICATION
v
EX /SANG SIGN
mulch), screening (i.e.: dumpsters /trash, mechanical /HVAC, etc.), site stabilization (seeding), and parking and
D
NEW CURB INLET
CONC
CONCRETE
EMAIL: Robbie.BelI @BNKinc.com
prior to installation of the sign. Multiple use lots, non — residential subdivisions, and multiple tenant lots must
SITE
submit a Master Sign Plan for approval.
■
NEW GRATE INLEr/YARO INLET
DCV
DOUBLE CHECK VALVE
constructed under the responsible charge of a registered professional engineer and comply in all aspects with the
NC Building Code section 1610. Retaining systems meeting these criteria will require a separate building permit
on
NEW FLARED END SECTION
DDCV
DOUBLE DETECTOR CHECK VALVE
♦
NEW FIRE HYDRANT
DI
DROP INLET
NEW BLOW -OFF ASSEMBLY
DIP
DUCTILE IRON PIPE
H
NEW GATE VALVE
NC Building Code section 1610. Retaining systems meeting these criteria will require a separate building permit
NEW REDUCER
EASE
EASEMENT
stormwater control structure is required, contact the Environmental Programs Manager at 249 -3413 to
demonstrate that the required structure is in place, that it is operational and that is complies with
o
NEW WATER METER
ELEC
ELECTRIC
appropriate phase of construction.
14) All water & sewer lines shall be installed with a minimum of 3 feet of cover.
NEW TEE
EX
EXISTING
n
NEW PLUG
FES
FLARED END SECTION
•
NEW MANHOLE
FH
FIRE HYDRANT
10
NEW CLEAN OUT
-r
NEW SIGN
FM
FORCE MAIN
o
IRON PIPE
FT
FEET
BENCHMARK
FT /SEC
FEET PER SEC
GALV
GALVANIZED
TEMP SILT FENCE
GV
GATE VALVE
TPF
TEMP TREE PROTECTION FENCE
HOPE
HIGH DENSITY POLYETHYLENE
TPF
TEMP COMBINATION SILT/TREE
PROTECTION FENCE
L
LENGTH
LF
LINEAR FEET
TEMP DIVERSION DITCH
MH
MANHOLE
♦
DISTURBED LIMITS
PAVE
PAVEMENT
STREAM
PE
FINISHED PAD ELEVATION
— — C
EX /SANG GAS LINE
PP
POWER POLE
— — CCM
EX /SANG COMMUN/CAAONS LINE
PVC
POLYVINYL CHLORIDE
— — T
EX /SANG UNDERGROUND TELEPHONE
R
RADIUS
— — E
EX /SANG UNDERGROUND ELECTRIC
R/W
RIGHT -OF -WAY
— — OHE
EX /SANG OVERHEAD ELECTRIC
RED
REDUCER
— — W
EX /SANG WATER LINE
RCP
REINFORCED CONCRETE PIPE
— — FM
EX /SANG SANITARY SEWER FORCE MAIN
RPZ
REDUCED PRESSURE ZONE
— — SS
EX /SANG SANITARY SEWER
SS
SANITARY SEWER
- _ _ _ _ _ _ _ _ _ _
= EX /SANG STORM DRAINAGE
STA
STATION
NEW STORM DRAINAGE
MD
TEMPORARY DIVERSION DITCH
NEW WATER LINE
TELE
TELEPHONE
NEW SANITARY SEWER
TSB
TEMPORARY SEDIMENT BASIN
FM
NEW SANITARY SEWER FORCE MAIN
UG
UNDERGROUND
G
NEW GAS MAIN
WCR
WHEELCHAIR RAMP • • • • • • • • • • •
• HANDICAPPED ACCESSIBLE ROUTE
W/L
WATER LINE
WM
WATER METER
YI
YARD INLET
GENERAL NOTES
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF APEX AND THE STATE
OF NORTH CAROLINA STANDARDS AND SPECIFICATIONS.
2. PARTIAL BOUNDARY AND TOPOGRAPHIC INFORMATION FOR TOWER DESIGN ONLY TAKEN
FROM MAP BY BASS, NIXON & KENNEDY, INC., DATED MARCH 28, 2014. ALL OTHER
INFORMATION TAKEN FROM iMAPS.
3. NO CHANGES TO ANY ASPECT OF THIS SITE PLAN, INCLUDING BUT NOT LIMITED TO
LANDSCAPING, GRADING, BUILDING FACADES, LIGHTING, OR UTILITIES SHALL BE MADE WITHOUT
THE APPROVAL OF THE DEVELOPMENT REVIEW COMMITTEE OF THE TOWN OF APEX.
4. THE SITE SHALL BE STABILIZED AND SEEDED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF
OCCUPANCY.
5. ALL HVAC AND OTHER MECHANICAL SYSTEMS SHALL BE SCREENED FROM OFF —SITE VIEWS.
6. WHERE EXISTING VEGETATION FAILS TO SATISFY THE REQUIRE BUFFER STANDARD, THE TOWN
OF CARY SITE INSPECTOR RESERVES THE RIGHT TO REQUIRE SUPPLEMENTAL PLANTINGS IN
ADDITION TO THOSE SHOWN ON THE LANDSCAPE PLAN BASED ON ACTUAL FIELD CONDITIONS.
7. ALL EXTERIOR SITE LIGHTING SHALL BE DESIGNED TO PREVENT OFF —SITE GLARE.
8. NO TREE SHALL BE LOCATED WITHIN TEN FEET OF A LIGHTING LOCATION.
9. ALL TREE PROTECTION FENCING SHALL BE MAINTAINED UNTIL ALL SITE WORK IS COMPLETED.
THE FENCING SHALL BE REMOVED IMMEDIATELY PRIOR TO THE FINAL SITE INSPECTION FOR
THE CERTIFICATE OF OCCUPANCY (CO).
10. ALL ABOVE GROUND UTILITY EQUIPMENT AND FACILITIES ASSOCIATED WITH ON —SITE ELECTRIC,
CABLE, TELEPHONE, GAS OR OTHER SIMILAR UTILITY SHALL BE LOCATED OUTSIDE OF
REQUIRED BUFFERS AND SCREENED, TO THE EXTENT POSSIBLE, WITH EVERGREEN PLANTINGS.
PLANTINGS SHALL ALLOW FOR A MINIMUM OF FIVE FEET OF CLEARANCE AROUND THE
STRUCTURE, WITH ANY SIDE OF THE STRUCTURE HAVING A DOOR OR LOCK ALLOWING FOR 10
FEET OF CLEARANCE.
11. ALL VEHICULAR USE AREAS (DRIVES AND PARKING AREAS) SHALL BE SCREENED FROM
OFF —SITE VIEWS.
12. ALL WORK MUST COMPLY WITH NORTH CAROLINA STATE BUILDING AND HANDICAPPED
ACCESSIBILITY CODE VOL. 1C
13. NO COMPACTOR IS REQUIRED FOR THIS SITE.
KELLY PARK TOWER
1701 KELLY RD
TOWN OF APEX, WAKE COUNTY, NORTH CAROLINA
CONSTRUCTION DRAWINGS
OWNER:
18) Utilities will not encroach upon protected areas or run parallel through any required buffer.
TOWER DEVELOPER:
RALEIGH TOWERS,LLC
716 QUARTZ CRYSTAL PLACE
CARY, NC 27519
CONTACT: MATTHEW DANIELSON
PHONE:
EMAIL: mdanielson @nc.rr.com
19) All metered connections to Town potable water shall have a Town — approved backflow prevention assembly installed. C1.0 EXISTING CONDITIONS
20) Water & sewer shall be at least 10 feet laterally from existing or proposed sewers. Where local conditions prevent
a separation of 10 feet, the water main may be laid closer, provided that the elevation of the bottom of the C1.1 SITE PLAN
water main is at least 18 inches above the top of the sewer with a horizontal separation of at least 3 feet.
21) All new public water and sewer lines contained within a Town of Apex Public Utility Easement will require a Water
Distribution Extension Permit and /or a Gravity Sewer Extension Permit prior to the release of construction C3.1 GRADING, DRAINAGE, LANDSCAPE, AND EROSION CONTROL PLAN
drawings. All Water Distribution Extension Permit Applications shall be accompanied by a Sealed Engineer's Report
per the Town of Apex Spec Book. Contact the Engineering Division at 249 -3394 to obtain these permit C5.1 DETAILS
applications.
22) A plumbing permit issued by the Building Inspection Division is required for all plumbing systems, including storm
drainage systems, installed outside the Public Right of Way or a Public Utility Easement. These systems shall be
inspected and approved by the plumbing inspector prior to covering. Contact the Code Enforcement Supervisor at ENGINEER:
249 -3381 for information including the utilization of a third —party inspection agency.
23) All landscaping is required to be installed prior to a certificate of occupancy for the project, or in the case of
phased development, for the phase of the project. If the applicant chooses to delay the installation of
TOWN OF APEX
REQUIRED PLAN NOTES
P.O. BOX 250
CM — Engineering
APEX, NC 27502 -0250
1) No site development activity including but not limited to testing, clearing, installation of S &E measures, or
landscaping from April 1 through September 1, then the applicant shall provide a cash bond equal to 150
grading, shall occur until required protection fencing has been installed and inspected. A protection fencing
-
installation permit may be obtained at the Planning Department or by calling 919 249 -3426.
Date
2) Protection fencing must be placed:
CONTACT: BRUCE RAD FO R D
a) Away from any saved tree one foot for each inch of tree caliper.
Date
b) At least 10 feet away from any other designated resource conservation area, such as but not limited to
PHONE: [phone]
historic buildings and structures, wetlands, and ponds.
Date
C) Along the outside line of the 100 —year floodplain, and the outside edge of any riparian buffer.
EMAIL: bruce.radford @apexnc.com
3) Additional protection fencing may be required in other locations close to construction activity where it is deemed
-
necessary by the zoning enforcement officer, such areas may include but are not limited to common property
Date
lines or near public areas (sidewalks, etc.).
4) All grading and support structures associated with any retaining structure shall not encroach into any required
buffer or protected area (such as but not limited to, RCA and critical root zones of trees, public utility
easements and rights —of —way), and shall be contained entirely on site.
5) Site elements required to satisfy recreational requirements such as but not limited to play fields and greenway
HWy W
trails must meet any applicable standards found in the Town of Apex Standard Specifications and Construction
US 64
Details and the requirements of the Town of Apex Parks and Recreation Department.
in conformance with town standards.
6) The screening of loading docks, roll —out containers, dumpsters, outdoor storage, mechanical and HVAC equipment,
26) All plant material shall be allowed to reach their mature size and maintained at their mature size. Plants shall
and similar facilities on the roof, ground or building shall meet the requirement of Section 8.2.8 of the UDO.
not be cut or severely pruned so that their natural form is impaired.
27) All slopes greater than 3:1 but less than 2:1 shall be stabilized with permanent slope retention or a suitable
Specifically screening must be done so that:
combination of plantings and retention devices.
a) It is incorporated into the overall design theme of the building and landscaping
28) Slopes equal to 3:1 shall be stabilized with permanent groundcover, not with turf grass.
b) Screening materials are not different from or inferior to the principal materials of the building or
29) All outdoor lighting fixtures shall be located a minimum of 10 feet from a property or right —of —way line, and at
landscape and are similar in material and color
C) Screening items are out of view from adjacent properties and public streets, and a totally opaque screen
least two feet away from any required perimeter or streetscape buffer and tree save area.
is achieved
d) Any ground— mounted HVAC or other mechanical or utility equipment six —feet tall or higher must be
NO HISTORICAL STRUCTURES EXIST
fenced and landscaped.
e) Dumpster enclosures must be eight feet tall or the height of the dumpster whichever is greater and be built
�C
of masonry material with opaque gates. Where practicable, shrubs or other plants must be planted outside
J
the enclosure to visually soften the appearance.
J
W
7) All required site elements shown within a particular phase must be installed before a final certificate of
Y
occupancy may be issued for any building within that phase.
review process and reflected on the approved site plan.
8) Prior to scheduling a final site inspection site items such as but not limited to, lighting, landscaping (including
mulch), screening (i.e.: dumpsters /trash, mechanical /HVAC, etc.), site stabilization (seeding), and parking and
CONTACT: K. ROBERT BELL JR. PE CPESC
pavement marking must be completed.
> ,
9) Individual signs are not approved as part of site plan approval process. A separate sign permit must be obtained
EMAIL: Robbie.BelI @BNKinc.com
prior to installation of the sign. Multiple use lots, non — residential subdivisions, and multiple tenant lots must
SITE
submit a Master Sign Plan for approval.
10) Retaining systems providing a cumulative vertical relief greater than five feet in height within a horizontal distance
of 50 feet or less, including retaining walls or mechanically stabilized earth walls shall be designed and
constructed under the responsible charge of a registered professional engineer and comply in all aspects with the
NC Building Code section 1610. Retaining systems meeting these criteria will require a separate building permit
prior to start of work.
11) A Grading Permit, when applicable, can be issued by the Building Inspections Division only after approval of tree
protection fencing, S &E Measures in place and approved and a certificate of compliance has been issued by the
Public Works Department.
12) Retaining systems providing a cumulative vertical relief greater than five feet in height within a horizontal distance
of 50 feet or less, including retaining walls or mechanically stabilized earth walls shall be designed and
constructed under the responsible charge of a registered professional engineer and comply in all aspects with the
NC Building Code section 1610. Retaining systems meeting these criteria will require a separate building permit
prior to start of work.
13) Prior to approval of a final plat or issuance of a certificate of occupancy, any development where an engineered
stormwater control structure is required, contact the Environmental Programs Manager at 249 -3413 to
demonstrate that the required structure is in place, that it is operational and that is complies with
all relevant portions of UDO Section 6.1.12 Engineered Storm Water Controls. If the engineered stormwater control
structure is used as a part of a temporary erosion control measure, the inspection will occur during the
appropriate phase of construction.
14) All water & sewer lines shall be installed with a minimum of 3 feet of cover.
SHEET INDEX
15) Maintain 18" minimum vertical separation between utilities.
16) Verify all illustrated utility crossings prior to construction and notify the engineer if conflicts are encountered.
17) Contractor shall coordinate utility relocation or abandonment with local utility companies as required.
COVER
18) Utilities will not encroach upon protected areas or run parallel through any required buffer.
TOWER DEVELOPER:
RALEIGH TOWERS,LLC
716 QUARTZ CRYSTAL PLACE
CARY, NC 27519
CONTACT: MATTHEW DANIELSON
PHONE:
EMAIL: mdanielson @nc.rr.com
19) All metered connections to Town potable water shall have a Town — approved backflow prevention assembly installed. C1.0 EXISTING CONDITIONS
20) Water & sewer shall be at least 10 feet laterally from existing or proposed sewers. Where local conditions prevent
a separation of 10 feet, the water main may be laid closer, provided that the elevation of the bottom of the C1.1 SITE PLAN
water main is at least 18 inches above the top of the sewer with a horizontal separation of at least 3 feet.
21) All new public water and sewer lines contained within a Town of Apex Public Utility Easement will require a Water
Distribution Extension Permit and /or a Gravity Sewer Extension Permit prior to the release of construction C3.1 GRADING, DRAINAGE, LANDSCAPE, AND EROSION CONTROL PLAN
drawings. All Water Distribution Extension Permit Applications shall be accompanied by a Sealed Engineer's Report
per the Town of Apex Spec Book. Contact the Engineering Division at 249 -3394 to obtain these permit C5.1 DETAILS
applications.
22) A plumbing permit issued by the Building Inspection Division is required for all plumbing systems, including storm
drainage systems, installed outside the Public Right of Way or a Public Utility Easement. These systems shall be
inspected and approved by the plumbing inspector prior to covering. Contact the Code Enforcement Supervisor at ENGINEER:
249 -3381 for information including the utilization of a third —party inspection agency.
23) All landscaping is required to be installed prior to a certificate of occupancy for the project, or in the case of
phased development, for the phase of the project. If the applicant chooses to delay the installation of
solely per
certifications signed on the cover sheet of these construction plans.
CM — Engineering
Date
Public Works — Env. Programs
landscaping from April 1 through September 1, then the applicant shall provide a cash bond equal to 150
CM — Transportation
-
Planning
Date
CM — Building Inspections
Date
percent of the cost of materials and installation, based on the highest estimate received, to ensure installation
Date
Public Works — Water /Sewer
Date
Fire
Date
Public Works — Electric
of the required landscaping.
Park, Recreation & Cultural Res.
-
Public Works — S & E
Date
24) Required buffers must meet the minimum opacity requirements for the particular buffer type as described in
section 8.2.6 of the UDO.
25) Any vegetation that is dead, substandard, unhealthy, of poor structural quality, or missing, shall be replaced
BASS, NIXON & KENNEDY, INC.
in conformance with town standards.
CONSULTING ENGINEERS
26) All plant material shall be allowed to reach their mature size and maintained at their mature size. Plants shall
not be cut or severely pruned so that their natural form is impaired.
27) All slopes greater than 3:1 but less than 2:1 shall be stabilized with permanent slope retention or a suitable
6310 CHAPEL HILL ROAD SUITE 250
combination of plantings and retention devices.
RALEIGH, NORTH CAROLINA 27607
28) Slopes equal to 3:1 shall be stabilized with permanent groundcover, not with turf grass.
29) All outdoor lighting fixtures shall be located a minimum of 10 feet from a property or right —of —way line, and at
TELEPHONE:
(919) 851 -4422 or (800) 354 -1879
least two feet away from any required perimeter or streetscape buffer and tree save area.
S �/
FAX: [phone]
NO HISTORICAL STRUCTURES EXIST
30) Lamps for non — cutoff fixtures shall not exceed 100 watts.
31) Wall pack fixtures shall be fully shielded, true cutoff type fixtures (concealed lamp /light source). The lighting
CERTIFICATION NUMBERS • N C B E LS
must be directed downward, and the wattage must not exceed 100 watts.
(C -0110)
32) Floodlights or other types of lighting are prohibited unless approval is given through the development
NCBOLA (C -0267\
NO FEMA DESIGNATED 100 YEAR FLOOD PLAIN EXISTS
review process and reflected on the approved site plan.
J
33) Awnings and canopies used for accents over doors and windows shall not be internally lit.
CONTACT: K. ROBERT BELL JR. PE CPESC
34) Before certificates of occupancy are released, the owner /builder must supply the Town with a final letter of
> ,
certification from the lighting engineer and /or lighting manufacturer verifying that all site lighting is
EMAIL: Robbie.BelI @BNKinc.com
installed according to Town standards, the approved plans, and any applicable conditions.
35) Architectural construction plans must adhere to the approved site plans. Any proposed changes must be
submitted to the Planning Department for approval.
SITE DATA
PROJECT NAME:
PROPOSED CONSTRUCTION:
PIN:
REAL ID NUMBER:
ADDRESS:
ZONING:
CURRENT 2030 LAND USE MAP DESIGNATION:
USE:
EXISTING:
PROPOSED:
TOWER HEIGHT:
PARK AREA (GROSS):
PROPOSED DENUDED AREA:
SITE DRAINS TO BEAVER CREEK (CAPE FEAR RIVER BASIN)
SITE IN PRIMARY WATERSHED PROTECTION OVERLAY DISTRICT
TOWN OF APEX CERTIFICATION
This drawing has been reviewed by the Town of Apex, and to the
best of my knowledge and belief, conforms to the requirements
established in the Standard Specifications of the Town of Apex.
However, this signature does not constitute a variance from any
requirements contained in any federal, state, or local code, law,
specification, rule or ordinance. The developer /engineer /contractor
is solely responsible for meeting all applicable requirements.
By: Date:
PLANNING /ZONING CERTIFICATION BY THE TOWN APEX
This construction drawing has been reviewed by the Town of Apex
Planning Department, and to the best of my knowledge and belief,
conforms to the Subdivision or Site Plan that was approved by the
Town of Apex Board of Commissioners, and meets the Town of Apex
Zoning, Subdivision, or Unified Development Ordinance. This signature
does not constitute a variance from any requirements of the
originally approved Subdivision or Site Plan cited above, or any
federal, state, or local code, law, specification, rule, guideline, or
ordinance. It is the sole responsibility of the owner /developer, or
any of his agents or contract professionals to ensure that this
construction plan meets all the aforementioned requirements.
By: Date:
TRANSPORTATION ENGINEER
CERTIFICATION BY THE TOWN OF APEX
This drawing has been reviewed by the Town of Apex, and to the
best of my knowledge and belief, provides an acceptable
transportation system with consideration for the elements
contained within the Transportation Plan conforming to the
requirements established in the Standard Specifications of the
Town of Apex. However, this signature does not constitute a
variance from any requirements contained in any federal, state,
or local code, law, specification, rule or ordinance. The
developer /engineer /contractor is solely responsible for meeting all
applicable requirements.
By: Date:
PARKS, RECREATION, AND CULTURAL RESOURCES
CERTIFICATION BY THE TOWN OF APEX
These plans have reviewed by the Town of Apex, and to the best
of my knowledge and belief, conform to representations made by
the developer to myself and the Parks, Recreation, and Cultural
Resource Advisory Commission consistent with the projects
requirements for public Parks and Recreation, either in total or in
part, as outlined in Section 7.3 of the Town's Unified Development
Ordinance and Article IV, Section 19 of the Town Code. However,
this signature does not constitute a variance from any
requirements contained in any federal, state, or local code, law,
specification, rule or ordinance. The developer /engineer /contractor
is solely responsible for meeting all applicable requirements.
By: Date:
ENVIRONMENTAL PROGRAMS
CERTIFICATION BY THE TOWN OF APEX
This drawing has been reviewed by the Town of Apex Public Works
and Utilities Department (Environmental Programs), and to the best
of my knowledge and belief, conforms to the requirements
established in the Standard Specifications and Construction Details
and the Unified Development Ordinance of the Town of Apex.
However, this signature does not constitute a variance from any
requirements contained in any federal, state, or local code, law,
specification, rule or ordinance. The developer /engineer /contractor
is solely responsible for meeting all applicable requirements. This
signature serves as the stormwater permit for this project.
By: Date:
ON MUST
\L I TY 110
A
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aL`' $m
BEFORE YOU DIG!
CONTACT ONE —CALL CENTER
1- 800 - 632 -4949
KELLY PARK TOWER
TOWER
0732115380
0211513
1701 KELLY RD
APEX, NORTH CAROLINA
CB
PARK
PARK
PARK AND TOWER
180 FT
PARK AREA 21.87 AC
15,051 SF
ii FIRE DEPARTMENT CERTIFICATION BY THE TOWN OF APEX
This drawing has been reviewed by the Town of Apex Fire
Department, and to the best of my knowledge and belief, conforms
to the requirements established within the Town's Standard
Specifications, Fire Protection Ordinances, and the International Fire
Code 2000 Edition. However, this signature does not constitute a
variance from any requirements contained in any federal, state, or
local code, law, specification, rule or ordinance. The developer/
engineer /contractor is solely responsible for meeting all applicable
requirements.
By: Date:
PUBLIC WORKS AND UTILITIES
CERTIFICATION BY THE TOWN OF APEX
This drawing has been reviewed by the Town of Apex Public Works
and Utilities Department, and to the best of my knowledge and
belief, conforms to the requirements established in the Standard
Specifications and Construction Details of the Town of Apex.
However, this signature does not constitute a variance from any
requirements contained in any federal, state, or local code, law,
specification, rule or ordinance. The developer /engineer /contractor
is solely responsible for meeting all applicable requirements.
By: Date:
BUILDING INSPECTION DIVISION
CERTIFICATION BY THE TOWN OF APEX
This drawing has been reviewed by the Town of Apex Building
Inspection Division, and to the best of my knowledge and belief,
conforms to the requirements established within the Town's Code
of Ordinances and the North Carolina State Building Codes.
However, this signature does not constitute a variance from any
requirements contained in any federal, state, or local code, law,
specification, rule or ordinance. The developer /engineer /contractor
is solely responsible for meeting all applicable requirements.
SOIL EROSION AND SEDIMENTATION CONTROL
CERTIFICATION BY THE TOWN OF APEX
This drawing has been reviewed by the Town of Apex, and to the
best of my knowledge and belief, conforms to the requirements
established in the Soil Erosion and Sedimentation Control Ordinance
of the Town of Apex. However, this signature does not constitute a
variance from any requirements contained in any federal, state, or
local code, law, specification, rule or ordinance. The developer/
engineer /contractor is solely responsible for meeting all applicable
requirements.
THIS SIGNATURE DOES NOT CONSTITUTE PLAN APPROVAL, ONLY PLAN
REQUIREMENTS. A SEPARATE LETTER OF PLAN APPROVAL WILL BE
MAILED TO THE FINANCIALLY RESPONSIBLE PERSON AT A LATER DATE
ACCORDING TO THE CONSTRUCTION SEQUENCE.
By: Date:
ELECTRIC UTILITIES
CERTIFICATION BY THE TOWN OF APEX
This drawing has been reviewed by the Town of Apex Electric
Utilities Department, and to the best of my knowledge and belief,
conforms to the requirements established in the Standard
Specifications and Construction Details and the Unified Development
Ordinance of the Town of Apex. However, this signature does not
constitute a variance from any requirements contained in any
federal, state, or local code, law, specification, rule or ordinance.
The developer /engineer /contractor is solely responsible for meeting
all applicable requirements.
By: Date:
The signature affixed below certify that this sheet has been reviewed and approved
solely per
certifications signed on the cover sheet of these construction plans.
CM — Engineering
Date
Public Works — Env. Programs
Date
CM — Transportation
Date
Planning
Date
CM — Building Inspections
Date
Planning — Transportation
Date
Public Works — Water /Sewer
Date
Fire
Date
Public Works — Electric
Date
Park, Recreation & Cultural Res.
Date
Public Works — S & E
Date
VOTE: ALL CONSTRUCTION ACTIVITY MUST BE IN ACCORDANCE
WITH THE ACCEPTED POLICIES OF THE TOWN OF APEX, AND
JNLESS SPECIFIED, DEFERS TO THE NCDOT STANDARDS AND
SPECIFICATIONS
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NOTE: ALL CONSTRUCTION ACTIVITY MUST BE IN ACCORDANCE
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UNLESS SPECIFIED, DEFERS TO THE NCDOT STANDARDS AND SCALE IN FEET W 0
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LEGEND
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BNK EX TREE TYPE ABBREVIATIONS
PINE — PN
POPLAR — PP
RED OAK — RO
TPF TREE PROTECTION FENCE
24" DIA. MIN.
3000 PSI
CONCRETE
The signature affixed below certify that this sheet has been reviewed and approved solely per
certifications signed on the cover sheet of these construction plans.
CM — Engineering Date
CM — Transportation
Date
CM — Building Inspections
Date
Public Works — Water /Sewer
Date
Public Works — Electric
Date
Public Works — S & E
Date
Public Works — Env. Programs Date
Planning
Planning — Transportation
Date
Date
NOTE: ALL CONSTRUCTION ACTIVITY MUST BE IN ACCORDANCE
WITH THE ACCEPTED POLICIES OF THE TOWN OF APEX, AND
UNLESS SPECIFIED, DEFERS TO THE NCDOT STANDARDS AND
SPECIFICATIONS
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SILT FENCE/ TREE a WER %11
LOVE GRASS TO�BE r /
f�ll PR TECTION NC� ►� PLANTED ON 9:1\_
(LIIu�ITS F D TURBANCE I FUNU • I 303 0 _ = 31 AND 2 Xz:1 S COPES / f
i PROPOSED GR ND ELEV. 10 r I I 305 "' m
/ S.S. INV = 3 4.68 f I I I 1858'• X41.42' �I
TOP OF S.S. - 305.51 I HAN IL 308 TREE IOPF20TECTIO�N FE�ICE) PROPOSED 7Vr J ¢.8�' �g,� J OWER . F E E F E F
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PLANT LIST
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REMARKS
SCIENTIFIC NAME COMMON NAME
Date
TREES
Date
0
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ZH WSW
O� m
MC
M rica Cerifera
Wax Myrtle
11
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32
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Pinus Toedo
Loblolly Pine
21
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PLANTING NOTES:
LOCATE PLANTS AND PLANTING BEDS BY USING SCALED DIMENSIONS FROM STREET,
PROPERTY LINES, BACK OF CURB, BUILDINGS, WALLS, ETC.
ALL PLANTS SHALL MEET OR EXCEED THE MINIMUM STANDARDS SET BY THE U.S.D.A.
FOR NURSERY STOCK SPONSORED BY THE AMERICAN ASSOCIATION OF NURSERYMEN,
INC., WASHINGTON, D.C. NO SUBSTITUTIONS SHALL BE PERMITTED WITHOUT WRITTEN
APPROVAL FROM THE OWNER AND /OR THE LANDSCAPE ARCHITECT.
SYMBOLS: B &B = BALLED & BURLAPPED; B.R. = BARE ROOT; CONT. = CONTAINER,
O.C. = ON- CENTER
Wax Myrtle
+ Loblolly Pine
NOTE:
LOVE GRASS TO BE PLANTED ON 2:1
AND 2 X:1 SLOPES.
TAMP SOIL WELL UNDER ROOTBALL
TO DECREASE SETTLEMENT. PLANT
SHOULD NOT SETTLE BELOW THE
SURROUNDING PLANTING BED.
3" PINE STRAW
MULCH 1
INSURE POSITIVE DRAINAGE
OFF SURFACE OF BED
SOIL MIX:
4 PARTS TOPSOIL
1 PART PEAT
HUMUS
CONTINUOUS SHRUB PLANTING
NOT TO SCALE
SOIL AROUND ROOTBALL SHOULD
BE GRADUALLY TAPERED TO
REDUCE APPEARANCE OF MOUNDING
BRANCHING HEIGHT TO A.A.N. STD.
TURNBUCKLE
3" PINE STRAW MULCH
REMOVE EXIST. GRASS AND
SCARIFY TO X DEPTH.
SCARIFY TREE
PIT WALLS.
MOUND AND BLEND TO
FINISH GRADE.
FORM WATERING SAUCER
SOIL MIX:
1/3 GROUND PINE BARK
2/3 LOAMY TOPSOIL
12"
NOTES:
1. APPROX. 1/3 OF ROOTBALL SHOULD BE SET
ABOVE EXISTING GRADE. HOWEVER, IF ROOT -
BALLS VARY IN DEPTH, INSURE THAT THE
BASE AT THE TRUNK OF ALL TREES IS SET
AT THE SAME ELEVATION.
2. REMOVE BURLAP, WIRE, ROPE, AND STRAPS
ON UPPER 113 OF ROOTBALL.
3. PLACE (3) 1 " X 2" X 24" WOOD STAKES, A
MINIMUM F 4 THEIR LENGTH INTO THE
GROUND INSIDE MULCH RING.
RUBBER HOSE SECURED WITH /12
PLIABLE GALVANIZED WIRE.
PROVIDE SAUCER AROUND
PERIMETER OF ROOTBALL
"
N
N
STABLE OR COMPACTED
SUBGRADE
WELL TAMPED NATIVE SOIL
TO FORM SUPPORT PEDESTAL
TYPICAL TREE PLANTING
NOT TO SCALE
N.
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BUFFER AND STREAM IMPACTS
ZONE 1: 2,337 SF
ZONE 2: 926 SF
STREAM IMPACT: 52 LF
NOTES
1. DISTURBED AREA = 15,051 SF
2. NOTE: NCDOT CLASS "B" RIP -RAP EXISTS IN STREAM BED
3. STAGING AREA FOR TOWER COMPONENTS LOCATION IN TURN
AROUND AREA BEHIND FENCED AREA.
4. PREFERRED CONSTRUCTION TIME FRAME TO OCCUR AFTER
JULY 4TH THRU AUGUST. JOHN BROWN, DIRECTOR OF APEX
PARKS AND RECREATION SHALL BE CONTACTED PRIOR TO
SCHEDULING CONSTRUCTION ((919) 249 -3344 OR (919)
625 -0498; EMAIL john.brown®apexnc.org)
5. ALL HEAVY EQUIPMENT UPON ENTERING KELLY PARK FROM
KELLY ROAD SHALL BE SLOWLY ESCORTED BY A FLAG MAN
THROUGH THE PARK.
6. A GRADING PERMIT WILL BE REQUIRED FROM APEX
INSPECTIONS ONCE A CONTRACTOR IS SELECTED.
LEGEND
TEMP SILT FENCE
�F TEMP TREE PROTECTION FENCE
TPF TEMP TREE PROTECTION /SILT COMBINATION FENCE
R�mPAVEMENT TO BE REMOVE (IF NECESSARY)
REPLACED WITH 8" ABC, 2" S9.5b COMPACTION
AND PAVING DESIGN PER NCDOT STDS
PAVEMENT TO BE ADDED. 8" ABC, 2" S9.5b
COMPACTION AND PAVING DESIGN PER NCDOT STDS.
(TESTING COMPANY TO VERIFY DESIGN BASED ON
SOILS, AND FUTURE LOADING)
8" - 10" COMPACTED ABC.
COMPACTION PER NCDOT STDS.
STORM PIPE INFO
O RCP W8 A/NCCDOT HEADWALL (838.01) O TO O 52 LF 36 "RCP ® 2.5%
D.A. 8
IMPERVIOUS = 6.9 AC
GRASSED AREAS = 9.0 AC
FORESTED = 2.9 AC
AVE. C = .053
Q,o= 71.9CFS
Q25 = 82.2 CFS
HW10 = 6.9 FT.
HW25 = 7.5 FT
INV IN = 296.3
O 36" RCP W /NCDOT HEADWALL (838.01)
S = 2.5%
Vio = 16.1 F/S
INV. OUT = 295.0 (RECESSED PER USACOE)
L = 24 FT ( NYDOT METHOD FOR DEFINED CHANNELS)
W =9FT
LINE CHANNEL BELOW PIPE INVERT W /NCDOT CLASS "B" AND
CLASS I RIP -RAP d50 = 24 ", 30" DEEP W /GEOTEXTILE FABRIC
BASE.
LINEAR FEET OF STORM IMPACT = 76 FT
TOWN OF APEX CONSTRUCTION SEQUENCE
The following begins only after Construction Plans are approved and signed by appropriate Town staff.
1. Fill out Tree /Protection Fencing Installation Permit Application (obtain from Planning
Department).
2. Have a surveyor flag property lines, easements, buffers, tree protection areas, and flag the
protection limits.
3. Contact an Apex Planning Department Zoning Compliance Officer at 249 -3426 to request approval for
tree protection fencing locations.
4. Install approved tree protection fencing, signs, and /or any other protection measures that may be
required. Call Planning at 249 -3426 for a final inspection of protection measures. Planning will forward
approval to Public Works staff.
5. Submit the applicable S &E performance guarantee to the Development Projects Coordinator at
249 -3394 in the Engineering Department. A letter of Plan approval cannot be issued until the
guarantee is submitted. (N /A)
6. Request a Letter of Plan Approval for sedimentation and erosion control measures from Public Works
staff at 249 -3424. (N /A)
7. Through the Engineering Field Services Supervisor at 249 -3510, schedule a pre- construction meeting
with engineering inspectors and other Town staff.
8. Install gravel construction entrance, temporary diversions, silt fencing, sediment basins, bypass channels,
and /or other measures as shown on the approved plans. Clear only as necessary to
install these devices.
9. Call Public Works staff at 249 -3427 for an on -site inspection and to request a Certificate of
Compliance.
10. Complete Grading Permit Application (obtain from Building Inspections Division) (N /A)
11. Once a Grading Permit is reviewed and issued by Building Inspections, arrange a pre- construction
meeting with Building Inspections (Rudy Baker) at 249 -3381 ZLC=to any grading activities. This meeting
is separate from any other pre- construction meetings required in the Construction Sequence. (Grading
Permit is N /A)
12. Post Grading Permit prominently on site at all times. (N /A)
13. Begin clearing, grubbing, and rough grade of the site in accordance with the approved grading
plan.
14. Stockpile sufficient amount of topsoil to cover 3 inches over landscaped areas at the end of the
project.
15. Install storm sewer, if applicable, and protect inlets with inlet protection devices, sediment
devices, and /or other approved measures as shown on plans. Maintain S &E measures as needed.
16. After completion of any phase of grading or when land- disturbing activities have temporarily
ceased, establish groundcover on swales and ditches, graded slopes steeper than 3:1 and High
Quality Water Zones (HQW) within 7 calendar days; slopes that are 3:1 or flatter must establish
groundcover within 14 calendar days.
17. Stabilize site as areas are brought up to finished grade with vegetation or paving.
18. Flush and clean all stormwater system pipes. Clean and remove sediment from temporary sediment
holding devices. Follow BMP Construction Sequence found on the Grading and /or BMP Detail sheet on
the Construction Plan set.
19. Remove temporary diversions, silt fencing, sediment basins, etc. and provide adequate cover or
pave any resulting bare areas. All permanent erosion control devices should be installed at this
point.
20. When vegetation has been established, call Public Works staff at 249 -3427 for final site inspection
and to request a Certificate of Completion.
21. Owner is responsible for permanent erosion control maintenance of the site.
The signature affixed below certify that this sheet has been reviewed and approved solely per
certifications signed on the cover sheet of these construction plans.
CM - Engineering
Date
CM - Transportation
Date
CM - Building Inspections
Date
Public Works - Water /Sewer
Date
Public Works - Electric
Date
Public Works - S & E
Date
NO FLOODPLAINS EXIST ON -SITE
NOTE: ALL CONSTRUCTION ACTIVITY MUST BE IN ACCORDANCE
WITH THE ACCEPTED POLICIES OF THE TOWN OF APEX, AND
UNLESS SPECIFIED, DEFERS TO THE NCDOT STANDARDS AND
SPECIFICATIONS
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Protection Area
Do Not Enter
-' P05TS MAY BE EITHER.. ORANGE, UV RESISTANT, .
4" DIA PINE, 2" DIA HIGH TENSILE STRENGTH.
WATERPROOF OAK, OR Y 33 LB /LF POLY BARRICADE FABRIC
SIGN STEEL
• WARNING SIGNS TO BE MADE OF DURABLE WATERPROOF MATERIAL.
DRAINAGE
AREA (AC)
• ALL LETTERS TO BE AT LEAST 3- INCHE5 HIGH, CLEARLY LEGIBLE AND SPACED AS
1
INDICATED ABOVE.
2
• SIGNS TO BE PLACED AT EACH END OF LINEAR PROTECTION AREA AND 200 -FEET
PPE
ON CENTER (MAX.) THEREAFTER. FOR PROTECTION AREAS LESS THAN 200 -FEET IN
• • =a
PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA AND /OR
5
SIDE.
32" MIN. WIDTH
• ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC, FABRIC MUST BE
FILL SLOPE
TACHED TO APPROVED P05T5 ONLY. DO NOT ATTACH TO TREES.
CAC
• MAINTAIN PROTECTION FENCE THROUGHOUT DURATION OF PROJECT - FENCING
26"
MUST REMAIN UPRIGHT AND SLACK FREE,
"X"
• ADDITIONAL SIGNS ANWOR PROTECTION MEASURES MAY BE REQUIRED BY THE
PROTECTION FENCE
PLANNING DEPARTMENT BASED UPON ACTUAL FIELD CONDITIONS.
N.T.S.
• FAILING TO MAINTAIN PROTECTION MEASURES MAY 'RESULT IN CIVIL
GRADE
PENALTIES AND /OR PERMIT REVOCATION.
2
MIN. 10 GA.
LINE WIRES
D
NOTES:
1. USE SILT FENCE ONLY WHEN
DRAINAGE AREA DOES NOT
EXCEED 4' ACRE AND NEVER IN
AREAS OF CONCENTRATED
FLOW.
2. END OF SILT FENCE NEEDS TO BE
TURNED UPHILL.
TOWN OF APEX
STANDARDS
EFFECTIVE: DECEMBER 3, 2002
BARBED WIRE
SUPPORT ARM
(SEE DETAIL)
END OR
CORNER OFFENCE
2 -1/2" DIAMETER
CORNER POST
GROUND LINE
12`
F
W-O*
8' MAX
VARIABLE AS DIRECTED BY THE ENGINEER
MIN. 122' GA.
INTERMEDIATE
WIRES
SILT FENCE FABRIC.
DRAINAGE
AREA (AC)
INSTALLED TO SECOND
1
WIRE FROM TOP
2
FRONT VIEW
3
STEEL POST
4
WOVEN WIRE FABRIC
5
SILT FENCE GEOTEXTILE FABRIC
32" MIN. WIDTH
24"
FILL SLOPE
36"
3'
48"
26"
* USE #57 WASHED STONE FOR
"X"
REPAIR OF SILT FENCE FAILURES,
"X"
AND FOR ANCHOR WHEN SILT
- .........
FENCE IS PROTECTING CATCH
GRADE
BASIN.
2
"X"
6" MIN. COVER
"X"
OVER SKIRT*
"X"
ANCHOR SKIRT AS
Y*
..._... DIRECTED BY ENGINEER*
Y*
TEMPORARY SILT FENCE
a
1
7- BARBED WIRE SUPPORT ARMS -,
12
I
c
BARBED WIRE
SUPPORT ARM
(SEE DETAIL)
400.01
SHEET 1OF1
DESIGN OF SPILLWAYS
DRAINAGE
AREA (AC)
MIN. WEIR
LENGTH (FT)
1
4
2
6
3
8
4
10
5
1 12
CLASS 1 RIP -RAP
TOP ELEVATION OF STORMWATER 6 " -1'
I I #57 WASHED STONE- �MAVARIES
EXISTING SLOPE I�
iii n -m = ij FILTER FABRIC
TOWN OF APEX
STANDARDS
EFFECTIVE DECEMBER 3, 2002
SIDE VIEW
NOTE:
1. HEIGHT & WIDTH DETERMINED BY
EXISTING TOPOGRAPHY AND
SEDIMENT STORAGE REQUIRED.
2. KEY RIP RAP INTO THE DAM FOR
STABILIZATION.
- -KEYED RIP RAP
#57 WASHED STONE
EXISTING SLOPE
STEP SEQUENCE
STD NO.
CHECK DAM 400.05
SHEET 1 OF 1
BEDDING BCHEDUEE
MINIMUM REQUIREMENTS FOR SLOPE STABILIZATION
STABILIZED WITH GRASS 3:1 AND FLATTER
STABILIZED WITH SHRUBS OR VINES 3:1 TO 2:1
STABILIZED WITH RIPRAP 2:1 TO 1.5:1
STABILIZED WITH RETAINING WALL STEEPER THAN 1.5:1
DATE TYPE PLANTING RATE
AUG. 15 -NOV. 1 TALL FESCUE 300 LBS. /ACRE
NOV. 1 -MAR. 1 TALL FESCUE 300 LBSJACRE
& ABRUZZI RYE 25 LBS. /ACRE
MAR, 1 -APR. 15 TALL FESCUE 300 LBS. /ACRE
APR. 15 - JUN. 30 HULLED COMMON BERMUDAGRASS 25 LBS. /ACRE
JUL. 1 -AUG. 15 TALL FESCUE AND 125 LBS. /ACRE
* * *BROWNTOP MILLET 35 LBS. /ACRE
* * *OR SORGHUM- SUDAN HYBRIDS 30 LBS. /ACRE
SLOPES (3:1 TO 2:1)
MAR. 1 -JUN. 1 SERICEA LESPEDEZA (SCARIFIED) 50 LBS. /ACRE
AND
MAR. 1 - APR. 15 ADD TALL FESCUE 120 LBS. /ACRE
MAR. 1 - JUN. 30 OR ADD WEEPING LOVEGRASS 10 LBSJACRE
MAR. 1 - JUN. 30 OR ADD HULLED COMMON BERMUDAGRASS 25 LBS. /ACRE
JUN. 1 - SEP. 1 * **TALL FESCUE AND 120 LBSJACRE
** *BROWN MILLET 35 LBS. /ACRE
* * *OR SORGHUM- SUDAN HYBRIDS 30 LBS. /ACRE
SEP. 1 - MAR. 1 SERICEA LESPEDEZA (HULLED- UNSCARIFIED) 70 LBS. /ACRE
AND TALL FESCUE 120 LBS. /ACRE
NOV. 1 - MAR. 1 ADD ABRUZZI RYE 25 LBSJACRE
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF
DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER
LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE.
** *TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT
VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN HEIGHT
BEFORE MOWING, OTHERWISE FESCUE MAY BE SHADED OUT.
SEEDBED ODBGRGTIOH
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE
SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY
AND MIX WITH SOIL (SEE BELOW *).
5. CONTINUE TILLAGE UNTIL A WELL- PULVERIZED, FIRM, REASONABLY UNIFORM
SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
EQUIPMENT OR CULTIPACK AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER
60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND
SEEDING RATES.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
* APPLY: AGRICULTURAL LIMESTONE - 3 TONS /ACRE
FERTILIZER - 10 - 10 - 10 ANALYSIS AT800 - 1,000 LBS. /ACRE
SUPERPHOSPHATE - 500 LBS. /ACRE OF 20% ANALYSIS SUPERPHOSPHATE
MULCH - 2 TONS (APPROX. 80 BALES) SMALL GRAIN STRAW /ACRE
ANCHOR - TACK WITH LIQUID ASPHALT AT 400 GALLONS /ACRE OR
EMULSIFIED ASPHALT AT 300 GALLONS /ACRE.
STANDARD
END PANEL
>< W /ADD -L
TRUSS ROD
CONNECT TO POST
PER F S, RR -F -183
2 1/2" 0 CORNER POST
12 *„
7_
m
O
og GROI
LINE
i
SCALE: 3/8" = 1' -0: "..
TURNBUCKLES
39' -Or .
VERIFY
267-0• aP "c
y / DOME CAP
a IFit tXYF1tSStU WHI I ItN YtFiMISSI
GENERAL NOTES
1. A/C UNITS, TRANSFORMERS AND OTHER MECHANICAL OR UTILITY EQUIPMENT, NOT
SHHOWN ON THE PLAN, SHALL BE SCREENED FROM VIEW EITHER BY ADJUSTING
PLANTINGS SHOWN IN CLOSE PROXIMITY TO EQUIPMENT OR BY THE ADDITION OF
WAX MYRTLES 0 24" HT, 5' OC (SEE GENERAL NOTES FOR EQUIPMENT
ACCESSIBILITY AND PLANTING PROXIMITY, ETC.). DUMPSTER IS SCREENED FROM
OFF -SITE VIEWS.
2. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO PLANTING.
3. MULCH SHALL BE 3" DEEP PINE STRAW UNLESS OTHERWISE NOTED.
4. VERIFICATION OF TOTAL QUANTITIES AS SHOWN IN THE PLANT LIST AND ON THE PLAN
SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. ANY
DISCREPANCIES BETWEEN PLANT LIST AND PLANTING PLAN SHALL BE BROUGHT TO
THE ATTENTION OF THE LANDSCAPE ARCHITECT FOR CLARIFICATION.
5. ALL TREES, SHRUBS, GROUNDCOVER, ETC. SHALL CONFORM TO ACCEPTED STANDARDS
ESTABLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN.
6. ALL ROOTBALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED PRIOR TO
PLANTING.
7. B &B AS LISTED UNDER "ROOT" IN THE PLANT LIST INDICATES BALLED & BURLAPPED.
8. ALL PLANTS/PLANTINGS SHALL BE MULCHED IMMEDIATELY AFTER PLANTING AND
WATERED.
9. ALL PLANTS SHALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE AS THEY BORE
TO PREVIOUS EXISTING GRADE (UNLESS OTHERWISE NOTED).
10. ALL TREES AND SHRUBS SHALL REQUIRE MULCH RINGS AT THEIR BASE IF LEFT
WITHIN LAWN AREAS.
11. MULCH EDGES AND PROPOSED PLANTINGS SHALL NOT DISTURB ANY EXISTING
GROUPS OF TREES TO REMAIN. EDGES ARE SHOWN FOR APPROXIMATION ONLY, BUT
ARE TO INDICATE SMOOTH, CLEAN CURVES.
12. A 2j' BUMPER OVERHANG, FROM THE BACK OF CURB, SHALL BE ALLOTTED FOR
MAT RE SHRUBS.
13. TREE PROTECTION FENCING SHALL BE MAINTAINED UNTIL ALL SITE WORK IS
COMPLETED. THE FENCING SHALL BE REMOVED PRIOR TO THE FINAL SITE INSPECTION
FOR THE CERTIFICATE OF OCCUPANCY (C.O.) THE SITE SHALL BE STABILIZED AND
SEEDED PRIOR TO THE ISSUANCE OF A (C. O.).
14. ALL TREES SHALL BE LOCATED A MINIMUM OF 4' FROM SIDEWALKS.
15. PLANTS MY BE ADJUSTED OUT IN THE FIELD.
PLACE GROOVE OR
SLOPE AS INDICATED ON PLANS
-�{ {-
BELL END OF PIPE I9 I /
TO FACE OF WALL
\ s
I I I I = c
POPE. p4 -BARS
LkB ~� PLAN
FOOTING
(IF CONST, JOINT IS USED) DOWEL
Wa G B G END ELEVATION BAR - "X"
I
I I 1 1 10.111
I
L DOWEL
OPTIONAL CONSTRUCTION JOINT
ELEVATION
FINISH GRADE
O
O
N
DOWELS IN ENOWALL WITH REINFORCED CONCRETE PIPE
LOC.
PIPE
DIA.
SINGLE PIPE
DOUBLE PIPE
15"
18"
24"
30"
36"
42"
48"
15"
18"
24"
30"
36"
42"
48"
V -B"
BARS
"X"
"X"
"X"
"X"
"X"
"X"
Y*
"X"
Y*
"X"
"X"
"X"
"X"
"X"
"X"
Y*
"X"
Y*
G
QTY,
2
2
3
3
4
4
2
5
2
2
2
3
3
4
4
2
5
2
M
OTY.
-
-
-
-
-
-
_
1
1
2
2
2
2
3
G
QTY.
2
2
3
3
4
4
5
2
2
3
3
4
4
5
TOTAL LBS.
9
9
14
14
19
55
65
12
12
19
19
23
77
92
DIMENSIONS AND CONCRETE QUANTITIES
USING CONCRETE PIPE
certifications signed on the cover sheet of these construction plans.
COMMON DIMENSIONS
SINGLE PIPE
DOUBLE PIPE
D
H
B
G
T
S
L
YD3
M
L
YD3
15"
3' -3"
V -B"
2' -9"
214"
912"
5' -6"
0.7
2' -2"
7' -8"
1.0
18"
3' -7"
V -10"
3' -2"
21t"
10"
G' -4"
1.0
2'-7"
8' -11"
1.3
24"
4' -2"
2' -1"
4' -0"
3"
10"
8' -0"
1.5
3' -5"
11'-5"
2.0
30"
5' -0"
2' -B"
4' -7"
44"
1112"
9' -2"
2.3
4' -3"
13' -5"
3.1
31"
5' -8"
2' -B"
5'-6"
4W
1112"
11' -0"
3.4
5' -0"
16'-0"
4.5
42"
6' -2"
3' -1"
6' -4"
514
1112
12' -8"
4.5
5' -10"
18' -6"
6.0
48"
1 6' -8"
3' -5"
T -2"
1 5�k
111+2"
14'-4"
6.0
1 V -8"
21' -0"
B.0
*SEE SHEET 3
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8'
1' CHAMFER, TYP.
ALL POST TOPS.
4 "x8"
RECTANGULAR
HOLE. HOLE _ _ -
SHALL BE ONLY I II
4" DEEP ON
EACH END POST. j 4 "x8 "x8' TREATED II
WOOD RAIL II
- -I -- -J
STAIN /PAINT COL
BY OWNER (TYP)
jh 184' -0"
NV T /LIGHTNING ROD
180' -0"
MV T/TOWER
177' -0"
MV /ANTENNAS
PROPOSED
167' -0" ANTENNAS
MV /FUTURE ANTENNAS
jh 157' -0" PROPOSED FUTURE
NV /FUTURE ANTENNAS ANTENNAS (TYP 3)
jh 147' -0"
NV /FUTURE ANTENNAS
TOWER NOTES:
DETAIL BARBED__ WIRE
SUPPORT ARM AND POST CAP
SCALE, 1 =1/2' = 1'-0
POST
�i STANDARD END PANEL ®. TRUSS RODS WITH y STANDARD END PANEL
C TURNBUCKLES'
• CONCRETE
` 2 -1/2.0 GATE POSTS- • N9TE
4 GROUND LINE DOUBLE PANEL GATE DETAIL T© WHEN GATES ORREND P
TRUSS RODS AS IN P1
SCALE: 3/8' = 1' -0' ASSEMBLIES.
COOD3iO4 U.S. DEPARTMENT OF AGRICULTURE
OCT, '87 FOREST SERVICE
The signature affixed below certify that this sheet has been reviewed and approved
I
certifications signed on the cover sheet of these construction plans.
CM - Engineering
1.
TOWER SHALL BE ILLUMINATED ONLY AS
C7
CM - Transportation
Date
Planning
Date
CM - Building Inspections
REQUIRED BY THE FEDERAL
2"
Date
Public Works - Water /Sewer
-
Fire
Date
COMMUNICATIONS COMMISION (FCC), THE
Date
4" 0 GATE POST
Date
M
Date
O
FEDERAL AVIATION ADMINISTRATION (FAA),
TRUSS RODS
FINISH GRADE
H
OR OTHER STATE OF FEDERAL AGENCY
TTURNBUCKLES
8 "x8 "x6' TREATED
a_
OF COMPETENT JURISDICTION.
TENSION BAR
WOOD POST
cc
cc
ROLLING CANTILEVER GATE DETAIL
(0.40 ACQ)
2.
A SINGLE SIGN, 2 FEET SQUARE, IN A
1z" r
NO SCALE
POSTS SHALL BE
Cn
VISIBLE LOCATION SHALL BE REQUIRED
CLAMPS TO SUIT
8.0' O.C.
w
WITH NAME AND EMERGENCY
TYPE OF POST USED
0
TELEPHONE NUMBER OF THE TOWER
2- x 31W FLAT BAR TIGHTENER
W
OWNER AND ALL COMPANIES OPERATING
OR TURNBUCKLE
ON THE TOWER . NO ADVERTISING SHALL
a
BE ATTACHED TO THE TOWER.
3/8•0 ' TRUSS ROD
WOODEN GUARDRAIL
DETAIL
3.
PROPOSED COAX TO BE RUN UP INSIDE
O
OF PROPOSED POLE USING HOIST GRIPS.
TYPICAL DETAIL
z
TRUSS ROD TIES
NOT TO
4.
FUTURE ANTENNA ELEVATIONS SUBJECT
NO SCALE
cc
SCALE
z
TO FUTURE CARRIER NEEDS.
DETAIL BARBED__ WIRE
SUPPORT ARM AND POST CAP
SCALE, 1 =1/2' = 1'-0
POST
�i STANDARD END PANEL ®. TRUSS RODS WITH y STANDARD END PANEL
C TURNBUCKLES'
• CONCRETE
` 2 -1/2.0 GATE POSTS- • N9TE
4 GROUND LINE DOUBLE PANEL GATE DETAIL T© WHEN GATES ORREND P
TRUSS RODS AS IN P1
SCALE: 3/8' = 1' -0' ASSEMBLIES.
COOD3iO4 U.S. DEPARTMENT OF AGRICULTURE
OCT, '87 FOREST SERVICE
The signature affixed below certify that this sheet has been reviewed and approved
solely per
certifications signed on the cover sheet of these construction plans.
CM - Engineering
Date
Public Works - Env. Programs
Date
CM - Transportation
Date
Planning
Date
CM - Building Inspections
Date
Planning - Transportation
Date
Public Works - Water /Sewer
Date
Fire
Date
Public Works - Electric
Date
Park, Recreation & Cultural Res.
Date
Public Works - S & E
Date
O
N
PROPOSED MONOPOLE MFG
TO BE DETERMINED
PROPOSED TOWER
FOUNDATION DESIGN
BY OTHERS
0' -0"
t /CONCRETE
TOWER ELEVATION
SCALE IN FEET
SCALE: 1 " = 20'
0 10 20 40 60
TOWN OF APEX PROJECT NO. XX -XX -XX
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U
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TOWN OF APEX PROJECT NO. XX -XX -XX