18067_Wurst Property_Construction Drawings_20170719

CERTIFICATION STATEMENTS:
LTOWN OF APEX CERTIFICATION II
I
I FIRE DEPARTMENT CERTIFICATION BY THE TOWN OF APEX
This drawing has been reviewed by the Town of Apex Firedrawing has been reviewed by the Town of Apex Fire
This drawing has been reviewed by the Town of Apex, and to
Department, and to the best of my knowledge and belief,
the best of my knowledge and belief, conforms to the
conforms to the requirements established within the Town's
requirements established in the Standard Specifications of the
Standard Specifications, Fire Protection Ordinances, and the
Town of Apex. However, this signature does not constitute a
International Fire Code 2000 Edition. However, this signature
variance from any requirements contained in any federal, state,
does not constitute a variance from any requirements contained
or local code, law, specification, rule or ordinance. The
in any federal, state, or local code, law, specification, rule or
developer/engineer/contractor is solely responsible for meeting
ordinance. The developer/ engineer/contractor is solely
all appl' le ppqpiremenfs.
By: Date: �v /V
responsible for meetin all applicable r
B Date:
quire nts.
PUBLIC WORKS AND UTILITIES
PLANNING/ZONING CERTIFICATION BY THE TOWN OF APEX
IF CERTIFICATION BY THE TOWN OF APEX
This drawing has been reviewed by the Town of Apex Public
This construction drawing has been reviewed by the Town of
Works and Utilities Department, and to the best of my
Apex Planning Department, and to the best of my knowledge
knowledge and belief, conforms to the requirements established
and belief, conforms to the Subdivision or Site Plan that was
in the Standard Specifications and Construction Details of the
approved by the Town of Apex Board of Commissioners, and
Town of Apex. However, this signature does not constitute a
meets the Town of Apex Zoning, Subdivision, or Unified
variance from any requirements contained in any federal, state,
Development Ordinance. This signature does not constitute a
or local code, law, specification, rule or ordinance. The
variance from any requirements of the originally approved
developer/engineer/contractor is solely responsible for meeting
Subdivision or Site Plan cited above, or any federal, state, or
all, licable re ire ents.
local code, law, specification, rule, guideline, or ordinance. It is
the sole responsibility of the owner/developer, or any of his
By: Date:
agents or contract professionals to ensure that this construction
plan moets pli the aforementioned requirements.
By:
Date:
BUILDING INSPECTION DIVISION
CERTIFICATION BY THE TOWN OF APEX
This drawing has been reviewed by the Town of Apex Building
—TRANSPORTATION ENGINEER
Inspection Division, and to the best of my knowledge and belief,
IF CERTIFICATION BY THE TOWN OF APEX
conforms to the requirements established within the Town's
Code of Ordinances and the North Carolina State Building
This drawing has been reviewed by the Town of Apex, and to
Codes. However, this signature does not constitute a variance
the best of my knowledge and belief, provides an acceptable
from any requirements contained in any federal, state, or local
transportation system with consideration for the elements
code, law, specification, rule or ordinance. The
contained within the Transportation Plan conforming to the
developer/engineer/contractor is solely responsible for meeting
requirements established in the Standard Specifications of the
all applicable requirements.
Town of Apex. However, this signature does not constitute a
variance from any requirements contained in any federal, state,
B �
Date:
or local code, law, specification, rule or ordinance. The
developer/engineer/contractor is solely responsible for meeting
all licable requireme ts.
SOIL EROSION AND SEDIMENTATION CONTROL
,p
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CERTIFICATION BY THE TOWN OF APEX
By:
Date: V
This drawing has been reviewed by the Town of Apex, and to
the best of my knowledge and belief, conforms to the
PARKS, RECREATION, AND CULTURAL RESOURCES
requirements established in the Soil Erosion and Sedimentation
CERTIFICATION BY THE TOWN OF APEX
Control Ordinance of the Town of Apex. However, this signature
does not constitute a variance from any requirements contained
These plans have reviewed by the Town of Apex, and to the best
in any federal, state, or local code, law, specification, rule or
of my knowledge and belief, conform to representations made
ordinance. The developer/ engineer/contractor is solely
by the developer to myself and the Parks, Recreation, and
responsible for meeting all applicable requirements.
Cultural Resource Advisory Commission consistent with the
THIS SIGNATURE DOES NOT CONSTITUTE PLAN APPROVAL, ONLY
projects requirements for public Parks and Recreation, either in
PLAN REQUIREMENTS. A SEPARATE LETTER OF PLAN APPROVAL WILL
total or in part, as outlined in Section 7.3 of the Town's Unified
BE MAILED TO THE FINANCIALLY RESPONSIBLE PERSON AT A LATER
Development Ordinance and Article IV, Section 19 of the Town
DATE A CORDtNG TO THE CONSTRUCTION SEQUENCE.
Code. However, this signature does not constitute a variance
from any requirements contained in any federal, state, or local
By:
Date: 11301 It
code, law, specification, rule or ordinance. The
de ploperle2giftr/contr%owr is solely responsible for meeting
li a r
��
ELECTRIC UTILITIES
Date:
IL
IF
CERTIFICATION BY THE TOWN OF APEX
This drawing has been reviewed by the Town of Apex Electric
ENVIRONMENTAL PROGRAMS
Utilities Division, and to the best of my knowledge and belief,
CERTIFICATION BY THE TOWN OF APEX
conforms to the requirements established in the Standard
Specifications and Construction Details and the Unified
This drawing has been reviewed by the Town of Apex Public
Development Ordinance of the Town of Apex. However, this
Works and Utilities Department (Environmental Programs) and to
signature does not constitute a variance from any requirements
the best of my knowledge and belief, conforms to the
contained in any federal, state, or local code, law, specification,
requirements established in the Standard Specifications and
rule or ordinance. The developer/engineer/contractor is solely
Construction Details and the Unified Development Ordinance of
respo i for eting all applicable r quir ments.
the Town of Apex. However, this signature does not constitute a
variance from any requirements contained in any federal, state,
By: Date:
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:
TOWN OF APEX CONSTRUCTION
DRAWING NOTES:
ALL CONSTRUCTION PLANS MUST MEET THE FOLLOWING REQUIREMENTS PRIOR TO
APPROVAL. ALL OF THESE CONDITIONS MAY OR MAY NOT APPLY TO YOUR PARTICULAR
PROJECT:
1. ALL WATER AND GRAVITY SANITARY SEWER EXTENSION PERMITS MUST BE ISSUED BY THE
TOWN OF APEX (TOWN).
2. ALL NEW PUMP STATIONS/FORCE MAINS AS WELL AS MODIFICATIONS TO EXISTING PUMP
STATIONS/FORCE MAINS MUST BE PERMITTED BY THE NC DIVISION OF WATER QUALITY
(DWQ).
3. ALL DWQ 401 WATER QUALITY CERTIFICATIONS, 404 PERMITS, AND APPLICABLE STATE
REGULATED RIPARIAN BUFFER AUTHORIZATIONS (E.G. NEUSE RIVER BASIN BUFFER RULES)
MUST BE APPROVED BY THE APPROPRIATE STATE AND FEDERAL AGENCIES.
4. PROPERTY MUST BE ANNEXED PRIOR TO CONSTRUCTION PLAN APPROVAL.
5. ALL STATE DEPARTMENT OF TRANSPORTATION DRIVEWAY PERMITS AND ENCROACHMENT
AGREEMENTS MUST BE APPROVED.
6. ENGINEERING INSPECTION FEES WILL BE ASSESSED WITH THE FINAL CONSTRUCTION PLAN
SUBMITTAL. 507o OF THE FEES WILL BE DUE PRIOR TO FINAL CONSTRUCTION PLAN
APPROVAL. THE BALANCE WILL BE DUE PRIOR TO PLAT (RESIDENTIAL) OR CERTIFICATE OF
OCCUPANCY (COMMERCIAL).
DEVELOPER
SPEC CON, INC.
Jim Knoles
901 Old Knight Road
Knightdale, NC 27545
[e-mail]
CIVIL ENGINEER
PEAK ENGINEERING & DESIGN, PLLC
Jeff Roach, P.E.
5448 Apex Peakway #368
Apex, NC 27502
PHONE: [phone]
FAX: [phone]
WEBSITE: www.PeakEngineeringDesign.com
SURVEYO
CONSTRUCTION DRAWINGS
810 LUFKIN ROAD
APEX,, NORTH CAROLINA
PROJECT NUMBER: 160303
DATE: AUGUST 1,f 2016
JAMES STREET
z
s��4 CLASSIC ROAD Z
PEAKWAY ,.•--SITE
PRISTINE WATER
DRIVE
VICINITY MAP
NOT TO SCALE N
DRAWING INDEX:
C000
COVER SHEET
C001
EXISTING CONDITIONS AND DEMOLITION PLAN
C 100
SITE PLAN
C101
SITE LIGHTING PLAN
C300
GRADING AND DRAINAGE PLAN
C400
EROSION CONTROL PLAN
C401
EROSION CONTROL DETAILS
C600
LANDSCAPING PLAN
C700
SITE DETAILS
Public Infrastructure:
WATER LINES - 0.0 LF
SEWER LINES - 0.0 LF
PUBLIC STREETS - 0.0 SY
CURB & GUTTER - 0.0 LF
STORM DRAIN - 0.0 LF
R SIDEWALK - 0.0 SY
WITHERS RAVENELL
115 MacKenan Dr.
Cary, NC 27511
PHONE: [phone]
FAX: [phone]
SITE INFORMATION:
Property Address:
Owner:
Wake County PIN:
Real Estate ID:
Map Name:
Property Size:
Property References:
Existing Zoning:
Current 2030 Land Use Map:
Existing Use:
Township:
Zoning Jurisdiction:
RCA Required:
RCA Provided:
Setbacks:
Front:
Side:
Rear:
Corner Side:
Proposed:
Build Upon Area (max. per Apex UDO):
Building:
Existing Building Square Footage:
Parking Requirements:
Building Size:
Warehouse (135,253 sf)
Office (19,675 sf):
Total Required Parking:
Required Accessible Parking:
Existing parking:
Existing Accessible Parking:
Additional Proposed parking:
Additional Proposed Accessible Parking:
Total Parking Provided:
Accessible Parking Required:
Accessible Parking Provided:
Parking Percentages:
Side Parking Percentage:
Back Parking Percentage:
Flood Zone Information:
Watershed Information:
Historical:
Community Amenities:
Annexation Number 90
810 Lufkin Road
Apex, NC 27539
Beechmoor LLC Wolfpack Family, LLC
4716 Treys Ct.
Apex, NC 27539
0742-94-2224
79976
074104
16.01 acres
DB - 16327, PG -1209
LIGHT INDUSTRIAL (LI)
Industrial Employment
Industrial Employment
White Oak
Town of Apex
139,480 SF (20%)
139,500 SF (20%)
20'
20'
20'
20'
52% (707o Max.)
154,928 sf
154, 928 sf (Per 1997 Site Plan)
1 per 2,000 sf = 68 spaces required
1 per 300 sf = 66 spaces required
134 Spaces
5 Spaces
104 (Per 1997 Site Plan)
2
46 Spaces
3 Spaces (1 Van Accessible)
150 Spaces
5 Spaces
5 Spaces
28 parking spaces = 19%
0 parking spaces = 0%
Firm Panel 3720074100J and Panel 3720075100J do not show
the presence of flood zones on site.
Secondary Watershed Protection Overlay District,
Middle Creek Basin, Neuse River Basin
No historical structures on site.
Bike Rack and Bench
*The applicant does not intend to install any dumpsters and/or dumpster enclosures at the time of this construction
plan approval. Prior to any dumpsters and/or dumpster enclosures being installed on site, an exempt site plan must
be submitted to the Town of Apex Planning Department for review.
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COVER SHEET
Prof #:
160303
date:
AUGUST 1, 2016
dwg by chkd by:
JE JR
scale:
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sheet:
C000
CONSTRUCTION DRAWINGS

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XISTING IRON PIPE
oft- BEGINNING POINT
N.C. GRID COORDS.
N= 713, 740.00
E=2,048,950.67
NC)TFS-
1. THERE ARE NO CONTRIBUTING HISTORICAL STRUCTURES WITHIN THE PROJECT BOUNDARY.
2. BOUNDARY, TOPOGRAPHIC AND EXISTING CONDITIONS INFORMATION TAKEN FROM A
SURVEY BY WITHERS RAVENELL. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY
AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS EXPENSE, A
TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEY AND SUBMIT IT TO THE OWNER FOR
REVIEW
3. THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF A TITLE REPORT AND INFORMATION SHOWN
HEREON WAS TAKEN FROM NOTED REFERENCES. ADDITIONAL RESTRICTIONS MAY EXIST
WHICH COULD AFFECT THE SUBJECT PROPERTY.
4. AREA COMPUTED BY COORDINATE METHOD.
5. THE BEARINGS ARE REFERENCED TO NORTH CAROLINA STATE PLANE GRID (NAD 83). ALL
DISTANCES ARE GROUND UNLESS OTHERWISE NOTED.
6. REFERENCES: SHOWN HEREON
7. SUBJECT PROPERTIES KNOWN AS PARCEL IDENTIFICATION NUMBERS: AS SHOWN.
8. LANDOWNER INFORMATION:
BEECHMOOR, LLC, WOLFPACK FAMILY, LLC
901 OLD KNIGHT ROAD
KNIGHTDALE, NC 27545
9. SECONDARY WATERSHED PROTECTION OVERLAY DISTRICT, MIDDLE CREEK BASIN AND NEUSE
RIVER BASIN
10. THE PROPERTY SHOWN HEREON IS NOT WITHIN A FEMA FLOOD PLAIN.
11. FIRM PANEL 3720074100.1 AND PANEL 3720075100J DO NOT SHOW THE PRESENCE OF FLOOD
ZONES ON SITE.
12. A DEMOLITION PERMIT IS REQUIRED PRIOR TO REMOVAL OR DEMOLITION OF ANY EXISTING
STRUCTURES. A LETTER OF ASBESTOS ABATEMENT WILL NEED TO ACCOMPANY THE
APPLICATION FOR DEMOLITION.
13. WHERE TOWN OF APEX PUBLIC UTILITIES ARE INSTALLED WITHIN EASEMENTS CROSSING
PRIVATE PROPERTY, THE TOWN'S PUBLIC WORKS DEPARTMENT SHALL HAVE THE RIGHT TO
ENTER UPON THE EASEMENT FOR PURPOSES OF INSPECTING, REPAIRING, OR REPLACING THE
SEWER MAIN AND APPURTENANCES, WHERE PAVED PRIVATE STREETS, DRIVEWAYS, PARKING
LOTS, ETC. HAVE BEEN INSTALLED OVER PUBLIC SEWER MAINS, THE TOWN OF APEX SHALL NOT
BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF PAVEMENT, CURBING ETC. WHICH
MUST BE REMOVED TO FACILITATE REPAIRS. THE PUBLIC WORKS DEPARTMENT SHALL
EXCAVATE AS NECESSARY TO MAKE THE REPAIR, AND SHALL BACKFILL THE DISTURBED AREA
TO APPROXIMATELY THE ORIGINAL GRADE. REPLACEMENT OF PRIVATELY OWNED PAVEMENT,
L BE THE RESPONSIBILITY F THE PROPERTY OWNER AND/OR
CURBING, WALKWAYS, ETC. SHALL S O O O D/O
HOMEOWNER'S ASSOC.
14. ALL OFF -SITE EASEMENTS SHALL BE ACQUIRED BY THE DEVELOPER AND THESE OFF -SITE
EASEMENTS SHALL BE RECORDED BY A DEED OF EASEMENT PRIOR TO UTILITY INFRASTRUCTURE
CONSTRUCTION APPROVAL. THESE EASEMENTS SHALL BE DEDICATED TO THE TOWN OF APEX
AND LABELED "TOWN OF APEX PUBLIC UTILITY EASEMENT".
15. NO PERSON SHALL PLACE ANY PART OF A STRUCTURE, ANY PERMANENT EQUIPMENT, OR
IMPOUNDMENT UPON TOWN OF APEX PUBLIC UTILITY EASEMENTS, PROHIBITED STRUCTURES
INCLUDE, BUT ARE NOT LIMITED TO: BUILDINGS, HOUSES, AIR CONDITIONING UNITS, HEAT
PUMP UNITS, DECKS, GARAGES, STORAGE/TOOL SHEDS, SWIMMING POOLS, WALLS,
RETAINING WALL MECHANISMS/APPURTENANCES AND FENCES. UPON PRIOR WRITTEN
APPROVAL BY THE PUBLIC WORKS DEPARTMENT, FENCES MAY PERMITTED ACROSS
EASEMENTS, PROVIDED THAT AN ACCESS GATE IS INSTALLED FOR THE FULL WIDTH OF THE
EASEMENT.
16. NO PERSON SHALL PLANT TREES, SHRUBS, OR OTHER PLANTS WITHIN A TOWN OF APEX PUBLIC
UTILITY EASEMENT WITHOUT PRIOR WRITTEN APPROVAL FROM THE PUBLIC WORKS
DEPARTMENT.
17. ANY AND ALL STREET SIGNS SHALL ONLY BE PROVIDED AND INSTALLED BY THE TOWN OF
APEX.
TOWN OF APEX NOTES:
1. OTHER APPROPRIATE MEANS INCLUDE, BUT ARE NOT LIMITED TO, A REGISTERED FORESTER'S OR
CERTIFIED ARBORIST'S REPORT REFERENCED TO -SCALE DIGITAL PHOTOS, A REGISTERED
FORESTER'S OR CERTIFIED ARBORIST'S REPORT REFERENCED TO AERIAL PHOTOGRAPHS. AERIAL
PHOTOGRAPHS ARE NOT AN ACCEPTABLE STAND-ALONE MEANS OF DOCUMENTATION FOR
TREES.
2. RIPARIAN BUFFERS ON PERENNIAL STREAMS ARE MEASURED 100 FEET FROM THE TOP OF THE
BANK ON BOTH SIDES OF THE STREAM. RIPARIAN BUFFERS ON INTERMITTENT STREAMS ARE
MEASURED 50 FEET FROM THE TOP OF THE BANK ON BOTH SIDES OF THE STREAM.
3. IF THE SITE DOES NOT CONTAIN THE 100-YEAR FLOODPLAIN OR FLOODWAY, CERTIFY THAT
THERE IS NO FEMA FLOODPLAIN ON THE SUBJECT PROPERTY BY GIVING FIRM MAP NUMBER
AND DATE. PROVIDE NON-FEMA FLOOD STUDY INFORMATION ON FLOODPLAINS,
FLOODWAYS, FLOOD FRINGES, AND FLOOD HAZARDS AT THE CONSTRUCTION PLAN STAGE OF
PLAN REVIEW.
STRUCTURES, CONCRETE PADS, SIDEWALKS AND DRIVEWAYS TO BE
DEMOLISHED
TREES TO BE REMOVED
N 0 25 50 100
NAD 83 SCALE: 1 " = 50'
LINE TABLE
LINE
BEARING
DISTANCE
L1
N 15038'08" W
50.15'
L2
N 17053'05" W
42.09'
EXISTING CONDITIONS -
Cool )SCALE: 1 "= 50'
The signatures affixed below certify that this sheet has been reviewed and approved solely per the
certifications signed on the cover sheet of these construction plans.
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Public Works - S & E
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Planning - Transportation
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Fire
Date
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Parks, Recreation & Cultural Res.
Date
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title:
EXISTING
CONDITIONS
AND
DEMOLITION
PLAN
prof #:
160303
date:
AUGUST 1, 2016
dwg by: chkd by:
JE JR
scale:
ill =501
sheet:
COO-/
Construction Drawings
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TOWN OF APEX NOTES:
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1. NO SITE DEVELOPMENT ACTIVITY INCLUDING, BUT NOT LIMITED TO, TESTING, CLEARING, INSTALLATION OF SOIL AND EROSION
MEASURES, OR GRADING SHALL OCCUR UNTIL REQUIRED PROTECTION FENCING HAS BEEN INSTALLED AND INSPECTED. A Z
PROTECTION FENCING INSTALLATION PERMIT MAY BE OBTAINED AT THE PLANNING DEPARTMENT. 01
2. PROTECTION FENCING MUST BE PLACED AWAY FROM ANY SAVED TREE ONE FOOT FOR EACH INCH OF CALIPER. PROTECTION ® am v
FENCING MUST BE PLACED AT LEAST 10 FEET AWAY FROM ANY OTHER DESIGNATED RCA SUCH AS, BUT NOT LIMITED TO, Q ° o
HISTORIC BUILDINGS AND STRUCTURES, WETLANDS, AND PONDS. PROTECTION FENCING MUST BE PLACED ALONG THE OUTSIDE 045 a
LINE OF THE 100 YEAR FLOODPLAIN AND THE OUTSIDE EDGE OF ANY RIPARIAN BUFFER. ADDITIONAL PROTECTION FENCING MAY 00 a .�
BE REQUIRED IN OTHER LOCATIONS CLOSE TO CONSTRUCTION ACTIVITY WHERE IT IS DEEMED NECESSARY BY THE ZONING ° .2 0,
ENFORCEMENT OFFICER. SUCH AREAS MAY INCLUDE COMMON PROPERTY LINES OR NEAR PUBLIC AREAS (SIDEWALKS, ETC.). o a)
3. ALL GRADING AND SUPPORT STRUCTURES ASSOCIATED WITH ANY RETAINING STRUCTURE SHALL NOT ENCROACH INTO ANY • �• o
REQUIRED BUFFER OR PROTECTED AREA (I.E. RCA AND CRITICAL ROOT ZONES OF TREES, PUBLIC UTILITY EASEMENTS AND
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RCA RIGHT-OF-WAYS), AND SHALL BE CONTAINED ENTIRELY ON SITE. 1 "' W
_ 4. SITE ELEMENTS REQUIRED TO SATISFY RECREATIONAL REQUIREMENTS SUCH AS, BUT NOT LIMITED TO, PLAY FIELDS, GREENWAY
— —--•—••- TRAILS AND ITEMS TYPICALLY ASSOCIATED WITH THEM (BENCHES, TRASH CONTAINERS, SIGNS, ETC.) MUST MEET ANY APPLICABLE X a _
®-� p ® _ s -- — ® STANDARDS FOUND IN THE TOA STANDARD SPECIFICATIONS AND CONSTRUCTION DETAILS AND THE REQUIREMENTS OF THE TOA Q Q
' PARKS AND RECREATION DEPARTMENT. 3
\---------__ — __ 3
— — —' — — — 5. THE SCREENING OF LOADING DOCKS, TRASH CONTAINERS (INCLUDING DUMPSTERS AND ROLL -OUT CARTS), OUTDOOR 3
\ — — \ �+ + + 1. ' STORAGE, MECHANICAL AND HVAC EQUIPMENT, AND SIMILAR FACILITIES ON THE ROOF, ON THE GROUND, OR ON THE
r, I BUILDINGS SHALL MEET THE REQUIREMENTS FOUND IN SECTION 8.2.8 OF THE UDO. SPECIFICALLY, SCREENING MUST BE DONE SO
THAT: NC License #P-0673
a) IT IS INCORPORATED INTO THE OVERALL DESIGN THEME OF THE BUILDING AND LANDSCAPE.
b) SCREENING MATERIALS ARE NOT DIFFERENT FROM OR INFERIOR TO THE PRINCIPAL MATERIALS OF THE BUILDING OR
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+ + + T LANDSCAPE, AND ARE SIMILAR IN MATERIALS AND COLOR.
+ +- + + + + c) SCREENED ITEMS ARE OUT OF VIEW FROM ADJACENT PROPERTIES AND PUBLIC STREETS, AND A TOTALLY OPAQUE SCREEN IS
+ + ' ACHIEVED.
HEAVY DUTY R=53' LL r 1 + + r ` , '+ + I d) ANY GROUND -MOUNTED HVAC OR MECHANICAL OR UTILITY EQUIPMENT SIX FEET TALL OR HIGHER MUST BE FENCED AND
® \ ,�, + � � ,
1 + t + + + + LANDSCAPED.
BOLLARDS\` e) DUMPSTER ENCLOSURES MUST MEET THE ABOVE REQUIREMENTS PLUS THEY MUST BE AT LEAST EIGHT FEET TALL OR THE HEIGHT
TYP+ + + + L \X
PAVEMENT
OF THE DUMPSTER, WHICHEVER IS GREATER; AND BE BUILT OF MASONRY MATERIAL.
+ + + +
HCR 6 SPACES ny R=4�-� +\� 6. ALL REQUIRED SITE ELEMENTS SHOWN WITHIN A PARTICULAR PHASE MUST BE INSTALLED BEFORE A FINAL CERTIFICATE OF C'v
+,., �+ + - OCCUPANCY MAY BE ISSUED FOR ANY BUILDING WITHIN THAT PHASE. q
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7. SITE ITEMS SUCH AS, BUT NOT LIMITED TO, LIGHTING, LANDSCAPING (INCLUDING MULCH), SCREENING (LE. DUMPSTERS/TRASH,
+ + + + a_ + + +"+= + } + MECHANICAL/HVAC, ETC.), SITE STABILIZATION (SEEDING), AND PARKING AND PAVEMENT MARKING MUST BE COMPLETED
PRIOR TO SCHEDULING A FINAL SITE INSPECTION. N
12 SPACES 7 SPACES 11 SPACES WHEEL FLUSH CURB
\ + +� + - 8. INDIVIDUAL SIGNS ARE NOT APPROVED AS PART OF THE SITE PLAN APPROVAL PROCESS. A SEPARATE SIGN PERMIT MUST BE
STOP (TYP.) \
HANDI-CAP - •, _ �.*,� � -1 + OBTAINED PRIOR TO INSTALLATION OF THE SIGN. MULTIPLE USE LOTS, NON-RESIDENTIAL SUBDIVISIONS AND MULTIPLE TENANT
\ TPF ,�dl _c: " PARKING + + i + + - LOTS MUST SUBMIT A MASTER SIGN PLAN FOR APPROVAL. ►� ~�I
R-75'
ENCH + y - 9. THE APPLICANT DOES NOT INTEND TO INSTALL ANY DUMPSTERS AND/OR DUMPSTER ENCLOSURES AT THE TIME OF THIS
SIGN (TYP.) � � —� + �� � + � + �
CONSTRUCTION PLAN APPROVAL. PRIOR TO ANY DUMPSTERS AND/OR DUMPSTER ENCLOSURES BEING INSTALLED ON SITE, AN
_ -y o
5' SIDEWALK / - +�= + + + . I EXEMPT SITE PLAN MUST BE SUBMITTED TO THE TOWN OF APEX PLANNING DEPARTMENT FOR REVIEW.
\ I FIRELANE PAVEMENT / + + + +�
\ - - -- -- — i — BIKE RACK MARKINGS (TYP.) - /
BOLLARDS R=10' 32.5' 2.0" ASPHALT WEARING COURSE (S9.5B) ® U
rUT77Vr
L -
(T P.) + + �+
---
l'\` —L — - 8" COMPACTED AGGREGATE EDGING;
!� �y
+ +, , BASE
\ x I u . + T i + + COMPACTED SUB
-
\\ 120' Z GRADE ..
1 + + + + +i .r "-' STANDARD DUTY ASPHALT DETAIL
0 �i h
; SCALE: NOT TO SCALE
u CO CRETE + .� ►.,y ti
BOLLARDSa - PA i EMENTi + + j + + T ' + + ( +I < 2.0" ASPHALT WEARING COURSE (S9.5B)CL 0
(TYP.) CONCRETE 1 1 �` + +I+ r I
L
� � ! J _ 2.0" ASPHALT BINDER COURSE (119.5) 0-
EDGING Q
( I
+` M 8" COMPACTED AGGREGATE BASE
+ t�
+� + '.
/ + �., 1 Q seal:
R=40' " +
COMPACTED SUB
GRADE
wo
R=15' ` �,,+ r HEAVY DUTY ASPHALT DETAIL �'Q� "� •: ':
CONCRETE 25 \ SCALE: NOT TO SCALE , EAL i
PAVEMENT \ - REINFORCING AS RECOMMENDED q'1,0
\ '.' - BY GEOTECHNICAL CONSULTANT ••'';F '� ".�:."•::' Pc,•�'�'
\ ADDITIONAL r r
\ # + 1 w r (RE: NOTE 3 ABOVE) ••••�; ;;;°••''��
PAVEMENT ADDED \�, W W
1 FOR TRUCK I Wr
TURNAROUND \ z w 6' 4,000 PSI REINFORCED CONCRETE }
R=5' CURB AND \ Q 6" COMPACTED AGGREGATE BASE ID
GUTTER
R=38' � � \ U a- COMPACTED SUB GRADE W Z
HEAVY DUTY CONCRETE DETAIL Q _o
SCALE: NOT TO SCALE W II)
i
i i D W
\ 2 PAVEMENT DETAILS a
® \ C 1 OO SCALE:NTS Q
® \ '
1 0
\ s � ♦ „/� � RCA Iz-
SITE PLAN tN N
NAD 83 C 100 SCALE: 1 "= 50' I` Q
♦ \
\ �' /� ♦ 0 25 50 100
\ ® _
� ,� �' /�" �r✓ ♦ SCALE: 1" 50' Z
' /' � � ♦ ♦ title:
\ ®�/ SITEPLAN
i
s
\ ♦ ® The signatures affixed below certify that this sheet has been reviewed and approved solely per the
certifications signed on the cover sheet of these construction plans.
00
fop 0.5
1:1 1:12 t ga�
-�- 0.06 0.06 0.5 LI//19 prof #:
-
000
CMngineering Public Works - Env. Programs Date
WO,� 3d t ( 6e 160303
+0,0 CM -Transportation Date PlanCingl a� date:
AUGUST 1, 2016
dwg by. chkd by:
CM -Building Inspections Date Planning - Transpor ation Dtrte'
A14C,� L
� JE JR
Public Works - Water/Sewer Date Fire %Date scale:
1"=50'
Public Works - Electric Date Parks, Recreation & Cultural Res. Date sheet:
3 DEPRESSED ENTRY CURB RAMP M'A
C100 Public Works - S & E Date C_/ —0 —0
CONSTRUCTION DRAWINGS
0 2016Peak Engineering & Design.

I PEAKWAY
DRfw
VICINITY MAP
NOT TO SCALE
PARKING LOT LIGHT FIXTURE°
COLOR OF ALL FIXTURES AND POLES
SHALL BE BLACK OR BRONZE
PER APEX STANDARDS
es : •� +
N
.133
q
•
7 2 4i 9 1 2 2. 1 L 'S L L 1 L
A N + a Lab L'� 142 1h lb LBIi L45 2b A 2 312 259
4a� 0` 0it + JJ �19 118 6 L730 9 L43 + � 2�6 314 A A 37' A Lc�O
W " L L - �J/ 9 L J9 L 6 + + L17 04 1 0�4
49 L6 L9 42 7 i La lad L 0 L 1 24 L3 L 9 0.
9 L IM Lb1 9 1• L63 L60 � V L�6 9 L 3 L 0
E E411 A L IS 02 Lk Lb Lt.5 117 L L132 1 Lt31 L42 L47 L�3 LN L§7 L 9 L L d5 L� 113 1 00 1L2. A Lh L42 7
L� 2,4 E49 E17 214 I.h L46 1i9 1.58 154 62 134 Lb 69 lj B L� 2.'41 A Lki 115 11 Lh 112 I� a 0§9 1,Ii4 117 114 1& L45 2� A A Al L14
9 `P Ek 143 113 LP y 250 250 91 L 7 154 L18 J7 1 0, 9' DRw a A 216 2.14
gg L1 147 147 143 1 117 L 2 L40 1.4 65 7 I, 8 th I L 7 1�5 L�0 10' 1 1 247mId .17 314 313
L22 16 L3 9 L074 r A 39 318
1A8 l 7 L L41 L42 L 3 L�8 L;JS L�4 1, a_f ^'6' A E11 E.10
0. 0. L 2 LaO L�2 L&1 L43 L� L&0 I 4 P k A 2�''
## L45 L48 L44 6 1& Lb 117 &�W 115 114 L16
033 0 143 148 Lh L48 08 & 47 1 � 07 A 14�
7 L 113 L1/4 1. 1.50 14 8 I 1 119 BLDG. HEIGHTr 14.44' 05, 0& Ll6 7
6 9 23 23 L 1 1,48 L46 L42--L9 L58 L�38 97'66'
t# L 234 216 L4 112 L A J7 117 A 191�-9i 2N A 17 BLDG. HEI HTr 23.93'
L49 143 115 Ik 2I2 1 1 L& J9 4/0 a �9
8 217 I� E48 2A2 1, L L1 A 7
v ZF 7 o a o A L.4 L4 L10 113 0.� D 19 A A 110 Ih
NTS 0 0 Lh L� 61 J4 d7 A L� 12 A 114 A 1,12
15 171 1 J4 1�4 1�9 L ! th 149 2 al L� �7 A 133 119 6 L
pP 2a7J pX 1� L 9 I. L 3 1 7 63 149 L41 4 E 1� 117 Lh 219 211 E 2
1 gp-11 0 J3 5 Lt 114 1 6 140 Ir49 LaO 6 6 Lhi L L�S4 L D 1 E' A 1!7 A 218 1
035L de L� 9 Lxi 2 2g Lh L94 i LL18 A h 319
a N/F HENRY WUR STEM INCORPORATED OF D7 21 L 1
# PIN, 0741-94-2224 1, L32 L�0 a 00 08 07 Q44 D.B, 1575, PG. 187 R
0 2 019 A J4 J7 0,17 D,B, 2042, PG. 173
11� D.B, 2050, PG. 574
- A a13 051 1 a. R B.M. 1988, PG, 693 �
J4 J9 016 3 ON 1a 7 � `mow a�4
USE, INDUSTRIAL EMPLOYMENT
}} ZONING, LI --
014 Rk 016 0.g 0, 01 028 RX(3)
49 J4a5 7A �
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GO Cf �� Xx J4 ttl
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# J6 013
GV >.8 119 194 J9 0.15
1,.h J5 0&I 0.37
A 1176 012 a& aDiia
I A al#J 0 1119 7
A J5 0.43 J4
#_ I B DG, HEIGHT, 33.37'
R63 1 A dI J3 Bx
L5 0k At 0& W
08B a7J 0. 1 A at A J7 A 0& A n � D z>� cm S
a 2 A J7 9 ! Gsw L
1117 60 11% 2 a$3 A a� 0.!2 60 113 0.14 a�2
oh cy &� duo 0% gg a
1,40 1, 0 L I 1 363•'A
IV 6' tlrai S 7��°1gr28a
SUMMARY CALCULATI❑NS BELOW REFLECT NEW/INITIAL VALUES
CALCULATION SUMMARY
AREA NAME
DIMENSIONS
GRID / TYPE
# PTS
SPAC
GROUP
AVE
MAX
MIN
MAX/MIN
AVE/MIN
Parking & Drive
1368 00029,25Ft
Parking Area
563
10.00
W
1,60
2.84
0,66
4,26
2.42
Drive Area
161
10,00
00
1,51
3,14
0.54
11,55
2.80
Entrance Drive
239
10,00
(0
0.76
231
0,04
61,29
1722
810 Lufkin
Rd (16-0131)
LUMINAIRE SCHEDULE
TYP
SYMBOL
DESCRIPTION
LAMP
LUMENS
MOUNTING/BALLAST
LLF
QTY
150A
American Electr LED150 I/POLE
30' MT HT
3
(1) 'L150' LED150-1-4/Pl1LE
(1) 12920 lumens
24348
Autobahn
0,92
215A
American Electr LED215_l/ OLE
30' MT HT
3
(1) 1215' LED215 i 4/POLE
(1) 18562 lumens
24348
Autobahn
092
280A
American Electr LED280 1/POLE
35' MT HT
1
ch
(1) 'L280' LED280-1-4/POLE
(D 25050 lumens
24348
Autobahn
0.92
C54A
COOPER LIGHTING CP205 4 1/POLE
30' MT HT
6
a
(1) 'C054' CP205 4 1-4%P[LE
(64) LED 4000K
20555
Cooper SB
too
C54H
COOPER LIGHTING CP205 4 1/POLE
32MT HT
I
a
(1) 'C054' CP205-4-1-4IPOLE
(64) LED 4000K
20555
Cooper SB
1,00
a
s
APEX LIGHTING PLAN NOTES
1. All outdoor lighting fixtures shall be located a minimum of 10 feet from a property
right-of-way line, and at least two feet away from any required perimeter or streetscape
buffer and tree save area.
2. Lamps for non -cutoff fixtures shall not exceed 100 watts.
3. Floodlights or other types of lighting are prohibited unless approval is given through the
development review process and reflected on the approved site plan.
4. Before certificates of occupancy are released, the owner/builder must supply the Town with
a lighting design signed by a Duke Energy Progress representative verifying the UTILITY
lighting meets Town standards, the approved plans, and any applicable conditions.
SIGNED R. Simpkins
(Duke Energy Progress representative)
r-
low
Dw
The signatures affixed below certify that this sheet has been reviewed and approved solely per the
certifications signed on the cover sheet
of these construction plans.
CM -Engineering
Date
Date Public Wor - Env. Programs
�
!9 fa I
CM -Transportation
Date Plannin
Date
IN 1A
O
CM -Budding Inspections
Date Planning - Transportation
Date
r
Public Works��- Water/Sewer
1 A
Public Works - Electric
IU ►f+
Public Works - S & E
Date Fire Date
IV
Date Parks, Recreation & Cultural Res. Date
Date
810 LUFKIN RD
LIGHTING DESIGN TOLERANCE PROPRIETARY & CONFIDENTIAL APEX NC
The calculated footcandle light levels in this lighting design are predicted values This document together with the concepts and designs presented herein, presented as an instrument SITE LIGHTING PLAN
and are based on specific information that has been supplied to Duke Energy Customer approval Date DUKE of service, is the sole property of Duke Energy Progress, and is intended only for the specific
Progress. Any inaccuracies in the supplied information, differences in luminaire purpose and prospective client as stated in the title block of this drawing. Any use, copying, Designed by DEP LIGHTING SOLUTIONS
installation, lighted area geometry including elevation differences, reflective reproduction or disclosure of the drawing, design or any information contained herein by the w
customer or other entities, including without limitation, architects, engineers, orC0C, BRENC❑ 1 = 50
properties of surrounding surfaces, obstructions (foliage or otherwise) in the ENE prospective g g' equipment Reviewed by Scale
lighted area, or lighting from sources other than listed in this design may manufacturers is hereby expressly prohibited and shall not be permitted absent prior written consent
9 9 9 9 y DISTANCE CALIBRATION (INCHES) ® from, and payment of compensation to Duke Energy Progress. Duke Energy Progress disclaims any Date 06/20/2016 Size "Arch D"
produce different results from the predicted values. Normal tolerances of voltage, liability or responsibility for any unauthorized use of or reliance on this document. LED205 Shoebox & LED215 Roaclwa Fixtures
lamp output, and ballast and luminaire manufacture will also affect results. Description
0 0.5 1.0 2.0 310 4,0
Drawing No, 16-0131B Sht, 1 OF 1

TOWN OF APEX NOTES:
N
h E
1. NO SITE DEVELOPMENT ACTIVITY INCLUDING, BUT NOT LIMITED TO, TESTING, CLEARING, INSTALLATION OF SOIL AND EROSION o
MEASURES, OR GRADING SHALL OCCUR UNTIL REQUIRED PROTECTION FENCING HAS BEEN INSTALLED AND INSPECTED. A
PROTECTION FENCING INSTALLATION PERMIT MAY BE OBTAINED AT THE PLANNING DEPARTMENT. Z
2. PROTECTION FENCING MUST BE PLACED AWAY FROM ANY SAVED TREE ONE FOOT FOR EACH INCH OF CALIPER. PROTECTION X co
FENCING MUST BE PLACED AT LEAST 10 FEET AWAY FROM ANY OTHER DESIGNATED RCA SUCH AS, BUT NOT LIMITED TO,
CL
HISTORIC BUILDINGS AND STRUCTURES, WETLANDS, AND PONDS. PROTECTION FENCING MUST BE PLACED ALONG THE OUTSIDE a o
LINE OF THE 100 YEAR FLOODPLAIN AND THE OUTSIDE EDGE OF ANY RIPARIAN BUFFER. ADDITIONAL PROTECTION FENCING a °'
MAY BE REQUIRED IN OTHER LOCATIONS CLOSE TO CONSTRUCTION ACTIVITY WHERE IT IS DEEMED NECESSARY BY THE ZONING 00 " -
ENFORCEMENT OFFICER. SUCH AREAS MAY INCLUDE COMMON PROPERTY LINES OR NEAR PUBLIC AREAS (SIDEWALKS, ETC.). co
3. ALL GRADING AND SUPPORT STRUCTURES ASSOCIATED WITH ANY RETAINING STRUCTURE SHALL NOT ENCROACH INTO ANY
> o c
REQUIRED BUFFER OR PROTECTED AREA (I.E. RCA AND CRITICAL ROOT ZONES OF TREES, PUBLIC UTILITY EASEMENTS AND ';<.. 3 -
0
RIGHT-OF-WAYS), AND SHALL BE CONTAINED ENTIRELY ON SITE. x a
4. SITE ELEMENTS REQUIRED TO SATISFY RECREATIONAL REQUIREMENTS SUCH AS, BUT NOT LIMITED TO, PLAY FIELDS, GREENWAY a)y
�' �' �' '� -- - •�•-.� .� �„ _ _ TRAILS AND ITEMS TYPICALLY ASSOCIATED WITH THEM (BENCHES, TRASH CONTAINERS, SIGNS, ETC.) MUST MEET ANY a- 0,
APPLICABLE STANDARDS FOUND IN THE TOA STANDARD SPECIFICATIONS AND CONSTRUCTION DETAILS AND THE X
- - - - - - - - - •.-• .� ,� REQUIREMENTS OF THE TOA PARKS AND RECREATION DEPARTMENT. Q Q
\ - - - - - - - - - - - - 5. RETAINING SYSTEMS PROVIDING A CUMULATIVE VERTICAL RELIEF GREATER THAN FIVE FEET IN HEIGHT WITHIN A HORIZONTAL 00---------------- 3
--- - - - - - - - - - - -
- - - - - - - - - - -- - - -� DISTANCE OF 50 FEET OR LESS, INCLUDING RETAINING WALLS OR MECHANICALLY STABILIZED EARTH WALLS SHALL BE DESIGNED 3
\ x \ AND CONSTRUCTED UNDER THE RESPONSIBLE CHARGE OF A REGISTERED PROFESSIONAL ENGINEER AND COMPLY IN ALL
- I ASPECTS WITH THE NC BUILDING CODE, SECTION 1610. RETAINING SYSTEMS MEETING THIS CRITERIA WILL REQUIRE A SEPARATE
\ - BUILDING PERMIT PRIOR TO START OF WORK. NC License #P-0673
\� 6. PER LIDO SECTION 6.1.12(G) - PRIOR TO APPROVAL OF A FINAL PLAT OR ISSUANCE OF A CERTIFICATE OF OCCUPANCY, ANY
uT DEVELOPMENT WHERE ENGINEERED STORMWATER CONTROL STRUCTURE IS REQUIRED, PLEASE CONTACT MIKE DEATON TO
DEMONSTRATE THAT THE REQUIRED STRUCTURE IS IN PLACE, THAT IT IS OPERATIONAL, AND THAT IT COMPLIES WITH ALL
RELEVANT PORTIONS OF SECTION 6.1.12 ENGINEERED STORMWATER CONTROLS. IF THE ENGINEERED STORMWATER CONTROL
\ -- STRUCTURE IS USED AS PART OF A TEMPORARY EROSION CONTROL MEASURE, THE INSPECTION WILL OCCUR DURING THE
1\ APPROPRIATE PHASE OF CONSTRUCTION.
NOTES:
y.
4.�
FES #3
�� { 2 WATERSHED INFORMATION WATERSHED PROTECTION OVERLAY DISTRIC , IDDLE CREEK BAST EUSE
1 STEEP SLOPES' NO SLOPES EQUAL TO OR GREATER THAN 3'1 ARE LOCATED ON THIS SITE O
SECONDARY T M N N
1 -- —; -
' - c� s.3o - • �-�; `'\ �, \ IN RIVER BASIN
IN 410.550\ - 3. FLOOD ZONE INFORMATION: FIRM PANEL 3720074100-1 AND PANEL 3720075100-1 DOES NOT SHOW THE PRESENCE OF
j j� CB #2 � �
DRY: i -- - -- - - - _ 1 PROPOSED N
- INV. 410.70 j6' '� FLOOD ZONES ON SITE.
41 �.t, r EXISTING PIPE 4z0 i SLOPES IN THIS 4. HISTORICAL STRUCTURES: NO HISTORICAL STRUCTURES ARE LOCATED ON SITE.
1
AND FES TO BE ' �' 4 . AREAi o 5. TREE PRESERVATION: ALL TREES LOCATED WITHIN 5' OF TREE PROTECTION FENCING OR CLEARING LIMITS
i
i f3F= REMOVED
422 o'a SHALL BE EVALUATED PRIOR TO REMOVAL. I"y
- - 6. STORMWATER THIS PROJECT HAS AN OVERALL REDUCTION IN IMPERVIOUS SURFACES. THEREFORE,
\ -- - - - --
Q o
T 14. �- STORMWATER CONTROL MEASURES ARE NOT REQUIRED.
`4 (E
_ _ �d�—
�_� _!T f' sue-.-� 1 *r:R 7 -
` --- -- i -
i
--DI #1- l
IN
OUT - 12.30
1 _ 0
��
' , � ��_-'�� - _- �----- 2so ,; i ,;` - IMPERVIOUS SUMMAR`�: � �+
--
f
I4 l ?fir'.
WITHIN LIMITS OF CONSTRUCTION
jI
-_
-- --8 UI f
_ -- --- - O `� I \ Impervious Surface Removed: 33,379 SF U ` l
`� ' 1 Impervious Surface "Replaced": 16,742 SF
-
�. A �i� io
Total: 50,121 SF w
JU. IIVLtlr 9�1 J 1 V l 1 1! f ., , L
\ , V u !T(E Pin r 7;: +t. �, a'—� ' ' CONNECT TO lsss
Overall "New" Impervious Surface: 47,457 SF _v
EXISTING PIPE s 2115 ` (New Concrete, Pavement, Walks, etc.)
INV = 414.50 2
42
-_ ---F ' - (APPROX) `'.� __-- p t
l'R
Net: 2,664 sf (Reduced) seal:
TAB. 1 _
n
El
- L , 'iT r �t7 r a`� :r-, (-. r: ��? (7 'ter. d��OFg55/p���-����s:
3.
\ V 1 - •., loft O ���•
-
- --
t 1
` 1 1-1 o '
>
W
X
W
\ /LL
Z
,♦ '� 0
♦ �
\ 00, ID
'/ F
♦ ♦ D
�' ♦ ♦ 1000
0.'010' ♦ title:
RMNAGE
\ '�
000 PLAN
The signatures affixed below certify that this sheet has been reviewed and approved solely per the
certifications signed on the cover sheet of these construction plans.
♦ . ` l?f ° / proj #:
000
'�♦� CM-EntineepKg Ablic Works - Env. Programs Dat 160303
��r �#ae
date:
nn CM -Transportation Date PI ng AUGUST 1, 2016
V , �1781cte dwg by. chkd by:
0 25 50 100 CM -Building Inspections Date Planning - Transportation Date JE JR
N A✓j scale:
SCALE: 1" = 50' .f�
NAD 83 1 " = 50'
Public Works -Water/Sewer Date Fire Date
sheet:
GRADING & DRAINAGE PLAN Public Works - Electric Date Parks, Recreation & Cultural Res. Date
C300 SCALE: 1 "= 50' ki
A C300
Public Works S & E Date
CONSTRUCTION DRAWINGS
O

LIMITS OF
DISTURBANCE
C\— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
-� i--------
\ - M0.
TREE PROTECTION
\i COMBINATI N TREE
FENCE (TYP.)
PROTECTIOJ/SILT
\� ! p • + FENCE
y �' \ SILL FENCE -ems ��
\ 1
- =�\` _
\ TREE PROTECTION ��oG."---'- �� �� \ OUTLET (TYP
FENCE (TYP.) / �`�/ `� `A \
ip
ecn V
a
e
--- -
----— — — — — — — — ----=� - iEXISTING PIPE 4 '� Sip , PS1CwTMIS
—�
\ I AND FES TO BE
r . REMOVED
TPF r...� J TPF
�dl Jdl /
— ' m e J
LIMITS OF �.::" j _ R T N
a DISTURBANCE �"�� ON ST UC 10 _H
ENTRANCE
dd1 -moo I a
1 l—
LL - 1 \W
r
--- - - .' '" COMBINATION TREE
\ - PROTECTION/SILT
FENCE
II
1 — I
- �` �♦ ,t,`, \' 'w: Ili`
® \ CONNECT TO
,
\\ EXISTING PIPE ( \
INV = 414.50420
(�
TpF
1 \
� TPF ��
( LIMITS OF (k`'
I('\\ DISTURBANCE
LIMITS OF \ 1
DISTURBANCE \\
ADDITIONAL PAVEMENT \
ADDED FOR TRUCK 1
TURNAROUND
=_=_ --=g4f----- -
----I
\
TREE PROTECTION j
1 — FENCE (TYP.) J
a
♦
s
0 25 50 100
N SCALE: 1" = 50'
NA 83
EROSION CONTROL PLAN
C400 J SCALE: 1 "= 50'
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 249-33941N THE ENGINEERING DEPARTMENT. A
LETTER OF PLAN APPROVAL CANNOT BE ISSUED UNTIL THE GUARANTEE IS SUBMITTED.
6. REQUEST A LETTER OF PLAN APPROVAL FOR SEDIMENTATION AND EROSION CONTROL MEASURES FROM PUBLIC WORKS STAFF AT 249-3427.
7. THROUGH THE ENGINEERING FIELD SERVICES SUPERVISOR AT 919-249-3510, SCHEDULE A PRE -CONSTRUCTION MEETING WITH ENGINEERING INSPECTORS AND
OTHER TOWN STAFF.
8. INSTALL GRAVEL CONSTRUCTION ENTRANCE, TEMPORARY DIVERSIONS, SILT FENCING, SEDIMENT BASINS, SKIMMER 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, IF REQUIRED FROM BUILDING INSPECTIONS DIVISION.
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 PRIOR TO ANY GRADING ACTIVITIES. THIS MEETING IS SEPARATE FROM ANY OTHER PRE -CONSTRUCTION MEETINGS REQUIRED IN THE
CONSTRUCTION SEQUENCE.
12. POST GRADING PERMIT PROMINENTLY ON SITE AT ALL TIMES.
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 SWALE
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. PRIOR TO PLAT APPROVAL, ALL DISTURBED AREAS, BOTH PUBLIC AND PRIVATE, MUST BE PROPERLY STABILIZED. ALL TEMPORARY EROSION CONTROL MUST BE
INSTALLED, BE FUNCTIONING PROPERLY AND BE MAINTAINED FOR ENTIRE AREA CONTAINED WITHIN THE PLAT
19. 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.
20. 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.
21. WHEN VEGETATION HAS BEEN ESTABLISHED, CALL PUBLIC WORKS STAFF AT 249-3427 FOR FINAL SITE INSPECTION AND TO REQUEST A CERTIFICATE OF
COMPLETION.
22. OWNER IS RESPONSIBLE FOR PERMANENT EROSION CONTROL MAINTENANCE OF THE SITE
NOTES:
1. WATERSHED INFORMATION: SECONDARY WATERSHED PROTECTION OVERLAY DISTRICT, WILLIAMS CREEK BASIN, NEUSE RIVER BASIN
2. ALL PROPOSED GRADING IS TO BE COMPLETED WITH SLOPES 3:1 OR FLATTER.
CONSTRUCTION ENTRANCE:
WHEN POSSIBLE, CONSTRUCTION VEHICLES SHALL BE AFFORDED ENTRANCES AND EXITS SEPARATE FROM THE DEVELOPED PORTIONS OF THECONSTRUCTION SITE TO
PRESERVE THE INTEGRITY OF PAVING IN SUCH AREAS. ENTRANCES AND EXITS TO SUCH DEVELOPED AREAS SHALL EXHIBIT A SIGN OR SIGNS BEARING THE LEGEND
"NO CONSTRUCTION VEHICLES" AND DIRECTING SUCH TRAFFIC TO THE APPROPRIATE ENTRANCE PER APEX TOWN CODE, SECTION 19-121(B).
GRAVEL CONSTRUCTION ENTRANCE PADS SHALL BE CONSTRUCTED AT EACH POINT OF CONSTRUCTION ACCESS TO THE SITE, INCLUDING RESIDENTIAL LOTS. THE
GRAVEL PADS SHALL BE MAINTAINED IN SUCH A MANNER AS TO PREVENT THE DEPOSITION OF MUD AND DEBRIS ONTO EXISTING PUBLIC ROADWAYS OR PROPERTIES
ADJACENT TO THE SITE.
SPECIAL NOTE: IT SHALL BE THE DEVELOPER'S RESPONSIBILITY TO SEE THAT THE CONSTRUCTION ENTRANCE PADS ARE PROPERLY MAINTAINED SO THAT MUD IS NOT
TRACKED ONTO ADJACENT STREETS. IN THE EVENT THAT THE GRAVEL CONSTRUCTION ENTRANCES ARE NOT PROPERLY MAINTAINED, OR ARE OTHERWISE
INEFFECTIVE, THE TOWN MAY ISSUE A NOTICE OF VIOLATION, STOP WORK ORDER, AND/OR ASSESS A PENALTY WHICH SHALL RE
MAIN IN EFFECT UNTIL SUCH TIME AS
THE PADS ARE RESTORED AND REPLENISHED AND UNTIL ANY RESULTING MUD AND DEBRIS HAS BEEN REMOVED FROM THE ADJACENT STREETS BY THE CONTRACTOR.
INLET PROTECTION:
IN ADDITION TO THE INLET PROTECTION STANDARD DETAILS PRESENTED HEREIN AND TO FURTHER PROTECT THE WATER QUALITY OF RECEIVING STREAMS, FILTERING
INLET PROTECTION DEVICES SHALL BE USED AT ALL CATCH BASINS ALONG ROADWAYS THAT HAVE JUST RECEIVED THE FIRST LIFT OF ASPHALT. THE DEVICES SHALL BE
INSTALLED ACROSS THE GRATE AND THROAT AND MUST BE A PRODUCT APPROVED BY THE TOWN'S ENVIRONMENTAL PROGRAMS MANAGER. THE FILTERING INLET
PROTECTION DEVICE WILL BE SUBJECT TO PERIODIC INSPECTION AND MUST BE PROPERLY MAINTAINED THROUGHOUT CONSTRUCTION.
TOTAL DISTURBED AREA
2.85 ACRES
EROSION CONTROL LEGEND
DESCRIPTION
SYMBOL
DETAIL
SILT FENCE
TPF—SF
SILT FENCE OUTLET
GRAVEL CONSTRUCTION
ENTRANCE
TREE PROTECTION FENCE
TPF
DISTURBED AREA
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title:
EROSION
CONTROL
PLAN
Prof #:
160303
date:
AUGUST 1, 2016
dwg by: chkd by:
JE JR
scale:
lit =50'
sheet:
C400
CONSTRUCTION DRAWINGS

E H 1 1
l R� 419.04' �� \ I ��F COOPER INDU-RIES, INC. \
-_-.$NV. IN(NW): 409.54' PIN: 0741-9 -5642
--!!VF-OU7(rxMH? 2). 409.49' D. B. 7090 G. 633 \
\ \ B.M. 1_996 6 668
\. PNDUSTRIAL EMI�LOYMENT
\\ \ \ ZONING: LlA.
l
\ RIGHT-OF-WAY FOR INGRESS, �r� \ \ \
\ EGRESS AND REGRESS
1 2
D. B. 7390, PG. 520 J
B. M. 2001, PG. 96 \
\\ 20-) \
v
?'25" W 63 cv
\ EXMHt2----\----------
�----------------------------a
\ \ \ INV. OUT(EXMH4): 408.45' �, -- - - - - - - - +
\ \ \
R
\ \ �e
\ + i
\ \ \ \ (420) /^y/, �L^1 Q\ a a
FS
�,�"�
TREE PROTECTION a' Y� � 2 -
,o t' .
DROPINLET s _ ® FENCE (TYP.)
a \ r 12 » P/
d ARE A a INE 2. X C a X
cr ,F STD lC _. v � �1
Jdl
\ S( __ p - tk
COLT
LY\
1 \ TINE DROP INLET r .r-.r--- ---,- -- _
\\
LP � 415.61 ' .- .�..� .� I 20 I P/
jyL D 2 , , 46'FV
a
O / ` \ \ TPF \ �dl -� r-- TPFI 1 caw Ruxc 7 BR 3 8" BRw
\2 \ \ �dl J I I --_\\ _ I I I IIl
2374 - - ONSTRUCTI©N
\ \4 Si T(420,
\ 4 'r` �'HT2J: . s.04 -- 1 76 ENTRANCE
0. ?vf{ 414 ( 408. U+-' \ s,6
\ \ \ \ \ �k2til
":rE
RR - »BBCHMARK"
TOP eF SPIKE
02
ow \9.33 \L--q
I
BLDG. HEIGHT: 74.44'
p
\�\ --E-XMH 14 BLDG. HEIGHT: 2193'
RIM: 415. 1 7-:---
INV. 1N(EXMaL: ): 405. 91
INV. OUT(EXMH6): 405.80
F � 01 B
\ AV
61N�
Y TF � \ ` EXMH 1-6-��t ENT
ii5 \\ \\ , �dl RIM: 4 r� 4-5 \ _
NV, IN J DG.)�09.50' IP
Pe\ 5 5, 24 \ , aoLO INV. OU'T EX N17 : 408.69'- 7RD
..Mo- P i180-1 81 \\
�) 199 S RCP \ SMH \
\ SS 1 \ 12 Lp
N
l \ 36" CI� \
< < I
6" CMP \ \
I : 388.76' \ \.
\ 1 I Q\ i \ \ I
_ \ \IIj-
\�
0
J o ( rr \ ( w ( �-
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i saw }r .�.�r.. . m mw ,� f MH
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+
I' TREE PROTECTION
�`) F COMBINATI N TREE
o.� a FENCE (TYP.) PROTECTIO J/SILT o \
I + FENCEa. '
IN t 1 \
24' P1 E F
�4 P 2,`»
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Tel
TOWN OF APEX CONSTRUCTION SEQUENCE
THE FOLLOWING BEGINS ONLY AFTER CONSTRUCTION PLANS ARE APPROVED AND SIGNED BY APPROPRIATE TOWN STAFF.
l . 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 SS,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.
6. REQUEST A LETTER OF PLAN APPROVAL FOR SEDIMENTATION AND EROSION CONTROL MEASURES FROM PUBLIC WORKS STAFF AT 249-3427.
7. THROUGH THE ENGINEERING FIELD SERVICES SUPERVISOR AT 919-249-3510, SCHEDULE A PRE -CONSTRUCTION MEETING WITH ENGINEERING INSPECTORS AND
OTHER TOWN STAFF.
8. INSTALL GRAVEL CONSTRUCTION ENTRANCE, TEMPORARY DIVERSIONS, SILT FENCING, SEDIMENT BASINS, SKIMMER 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, IF REQUIRED FROM BUILDING INSPECTIONS DIVISION.
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 PRIOR TO ANY GRADING ACTIVITIES. THIS MEETING IS SEPARATE FROM ANY OTHER PRE -CONSTRUCTION MEETINGS REQUIRED IN THE
CONSTRUCTION SEQUENCE.
12. POST GRADING PERMIT PROMINENTLY ON SITE AT ALL TIMES.
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 SWALE
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. PRIOR TO PLAT APPROVAL, ALL DISTURBED AREAS, BOTH PUBLIC AND PRIVATE, MUST BE PROPERLY STABILIZED. ALL TEMPORARY EROSION CONTROL MUST BE
INSTALLED, BE FUNCTIONING PROPERLY AND BE MAINTAINED FOR ENTIRE AREA CONTAINED WITHIN THE PLAT
19. 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.
20. 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.
21. WHEN VEGETATION HAS BEEN ESTABLISHED, CALL PUBLIC WORKS STAFF AT 249-3427 FOR FINAL SITE INSPECTION AND TO REQUEST A CERTIFICATE OF
COMPLETION.
22. OWNER IS RESPONSIBLE FOR PERMANENT EROSION CONTROL MAINTENANCE OF THE SITE
NOTES:
1. WATERSHED INFORMATION: SECONDARY WATERSHED PROTECTION OVERLAY DISTRICT, WILLIAMS CREEK BASIN, NEUSE RIVER BASIN
2. ALL PROPOSED GRADING IS TO BE COMPLETED WITH SLOPES 3:1 OR FLATTER.
CONSTRUCTION ENTRANCE:
2211-1
EXISTING PIPE 1 CP j I y �j� (386) WHEN POSSIBLE, CONSTRUCTION VEHICLES SHALL BE AFFORDED ENTRANCES AND EXITS SEPARATE FROM THE DEVELOPED PORTIONS OF THE CONSTRUCTION SITE TO
/ A�� \ PRESERVE THE INTEGRITY OF PAVING IN SUCH AREAS. ENTRANCES AND EXITS TO SUCH DEVELOPED AREAS SHALL EXHIBIT A SIGN OR SIGNS BEARING THE LEGEND
REMOVED
AND FES TO BE 1G 1 16. J I I "NO CONSTRUCTION VEHICLES" AND DIRECTING SUCH TRAFFIC TO THE APPROPRIATE ENTRANCE PER APEX TOWN CODE, SECTION 19-121(B).
422 i INE 2'- 1 E 8P1N I Ana'
16" E a a I a�p� j GRAVEL CONSTRUCTION ENTRANCE PADS SHALL BE CONSTRUCTED AT EACH POINT OF CONSTRUCTION ACCESS TO THE SITE, INCLUDING RESIDENTIAL LOTS. THE
' �? ' GRAVEL PADS SHALL BE MAINTAINED IN SUCH A MANNER AS TO PREVENT THE DEPOSITION OF MUD AND DEBRIS ONTO EXISTING PUBLIC ROADWAYS OR PROPERTIES
1 rN f A w I / rp1 ADJACENT TO THE SITE.
0
SPECIAL NOTE: IT SHALL BE THE DEVELOPER'S RESPONSIBILITY TO SEE THAT THE CONSTRUCTION ENTRANCE PADS ARE PROPERLY MAINTAINED SO THAT MUD IS NOT
2 E S D / \.
L2 OA� � o _ � TRACKED ONTO ADJACENT STREETS. IN THE EVENT THAT THE GRAVEL CONSTRUCTION ENTRANCES ARE NOT PROPERLY MAINTAINED, OR ARE OTHERWISE
20 0" PIN 0 \ INEFFECTIVE, THE TOWN MAY ISSUE A NOTICE OF VIOLATION, STOP WORK ORDER, AND/OR ASSESS A PENALTY WHICH SHALL REMAIN IN EFFECT UNTIL SUCH TIME AS
�\ \ THE PADS ARE RESTORED AND REPLENISHED AND UNTIL ANY RESULTING MUD AND DEBRIS HAS BEEN REMOVED FROM THE ADJACENT STREETS BY THE CONTRACTOR.
EV / I � V\ ��, � \ AREA OF SLOPES
8„ 1 / 3;1 OR GREATER INLET PROTECTION:
'tom 1A COMBINATION TREE
4 \\ ► ��- PROTECTION/SILT ( �' '
FURTHER PROTECT THE WATER QUALITY F RECEIVING STREAMS FILTERING
RD PINE � a a `j\ � ,� IN ADDITION TO THE INLET PROTECTION STANDARD DETAILS PRESENTED HEREIN AND TO UQU O ,
2' 11 I , I FENCE `i a ' i v \, INLET PROTECTION DEVICES SHALL BE USED AT ALL CATCH BASINS ALONG ROADWAYS THAT HAVE JUST RECEIVED THE FIRST LIFT OF ASPHALT. THE DEVICES SHALL BE
'� INSTALLED ACROSS THE GRATE AND THROAT AND MUST BE A PRODUCT APPROVED BY THE TOWN'S ENVIRONMENTAL PROGRAMS MANAGER. THE HLTERING INLET
\l a PROTECTION DEVICE WILL BE SUBJECT TO PERIODIC INSPECTION AND MUST BE PROPERLY MAINTAINED THROUGHOUT CONSTRUCTION.
I o
NIF COOPER INDUST IES, IN,
a PIN: 0741-95- 42
D. B. 7096 PG. 6
I B.M. 1996 PG. 668
INDUSTRIAL EMPLOYMEN
\ \\ INV.: 4 .02 / \\ C N/F HENRY WORST, INCORPORATED
di \ �\ \ / C� RALEIGH.
PIN: 0741-94-2224
EXISTING WAREHOUSE AND D. B. 1575, PG. 187
\\ ` 0 O \ r ail. \ ADMINISTRATIVE OFFICES D. B. 20, PG. 17
\ o 16.037 ACRES 698565 4
R D.B. 20520, PG. 574
P
SF F.F.E. ADMIN.: 423,55' B.M. 7988, PG. 593
OL CRw
� � ) F.F.E. WAREHOUSE: USE: INDUSTRIAL EMPLOYMENT
-O \ \ \ \ 423.59' ZONING: Ll
\ Nt LIn
t
ADDITIONAL PAVEMENT
ADDED FOR TRUCK
O I \ w I TURNAROUND 71
r \ u EXMH 19
f RIM: 418.04' \�+, N INV. IN(BLDG.): 41 1.46'
-13
\ \ c" INV. OUT(EXMH17): 417.34'
r"
RI\EX
41� 66 \� \ \
'EXMH 16): 4.04.93'
EXMH 19): 405.12'
EXMH 18): 404.9 \ \ \ J
\ -;3
EXMH
RIM: 410.59' \
IN(EX4): 402.32' \ 1
IV. IN(EXMH 1\ 404.32'
OUT(EXMH8): ,402. 19' \
M. 18 \\�
RIM: 4 134'
INV. IN(EXMH17): 404' -)3\\
INV. IN(EXMH21): 405. 8' 0y
INV. OUT(EXMH7): 404.5\ \\
N/F SOIJTHFRN FOU/PMFNT COMPANY. l l \ n
CONNECT EX.
ROOF DRAIN
t I
`y \ BOQ Bo
RIM: 419.87' PRC
TREE INV, IN(BLDG.): 415.62' TOP OF 6" PVC I FEN
NV. IN(EXMH20): 409.64'
\ BLDG. HEIGHT: 33.37' NV. OUT(EXMH 1 \: 409.52'
OBOL
R
_ 362 96'
\ l I \ aoL BOL --° 422)-Bt=ao- o07.1 BOL
\ \ INV.. `1 7\ \ \
\ ) (418)'(420
\� \
SS \ U1
SS
SS -S�SS\\ \ BOL
--_S�
t \ �" RCP �)1/ \ \ ri
\ 0`z \ \ a \ T \` I 1 1p 416.36' / / i
(422) GSM
\ \ \ \ \ FES 2 ' RCP
INV.: 407.5
0
\
\.- pp \ ` FES 24" RCP,y M_RIM: 419.86'
o \ V- INV.: 408. Est
Z cp .� INV. IN(BLDG.): 41�'-34' �-
INV. OUT(EXMH21): 412.31 '
N
NA 83
ZONING. Ll
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\ \ \\ \ \�q,(l
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CPI�\
\ \\ 1 \ NV : 38 10' \
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DISTURBANCE ; \ l 1 I I
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� I►it�11\I,�
0 25 50 100
SCALE: 1" = 50'
�,--�EROSION CONTROL PLAN
C 400 ) SCALE: 1 "= 50'
TOTAL DISTURBED AREA
PREVIOUSLY APPROVED
2.85 ACRES
TOTAL DISTURBED AREA
0.27 ACRES
EROSION CONTROL LEGEND
DESCRIPTION
SYMBOL
DETAIL
SILT FENCE
TPF-SF
SILT FENCE OUTLET
GRAVEL CONSTRUCTION
ENTRANCE
TREE PROTECTION FENCE
TEE -- -
DISTURBED AREA
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title:
EROSION
CONTROL
PLAN
Prat ##:
160303
date:
AUGUST 1, 2016
dwg by: chkd by:
JE JR
scale:
1"=50'
sheet:
C400
O
CONSTRUCTION DRAWINGS

SEEDING AND MULCHING:
MIN. 10 GA,
LINE WIRES
NOTES:
1. USE SILT FENCE ONLY WHEN
DRAINAGE AREA DOES NOT
EXCEED }ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW.
2. END OF SILT FENCE NEEDS TO BE
TURNED UPHILL.
3. WRAP THE SILT FENCE AROUND ALL
EXISTING FIRE HYDRANTS SO THAT
THEY ARE FULLY VISIBLE FROM THE
ROADWAY.
4. ALL SILT FENCE MUST HAVE A
MINIMUM OF 5' OF CLEARANCE
FROM THE FIRE HYDRANT.
* USE #57 WASHED STONE FOR
REPAIR OF SILT FENCE FAILURES,
AND FOR ANCHOR WHEN SILT
FENCE IS PROTECTING CATCH
BASIN.
TOWN OF APEX
STANDARDS (C:4�0:1
L)
O
O
Z
H
w
PLAN
INSTALLED TO SECOND
WIRE FROM TOP
FRONT VIEW
STEEL POST
,-WOVEN WIRE FABRIC
/SILT FENCE GEOTEXTILE FABRIC
32" MIN. WIDTH
/ iFILL SLOPE
M
FENCE
SIDEWALK -
SIDE VIEW
-6" MIN. COVER
OVER SKIRT*
-ANCHOR SKIRT AS
DIRECTED BY ENGINEER*
TEMPORARY SILT FENCE
'MIN. 12J GA.
INTERMEDIATE
WIRES
-GRADE
FH INSTALLATION
LINE
FIRE
HYDRANT
CURB AND
GUTTER
NOTES:
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO
ENSURE CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE
MUD IS NOT REMOVED BY THE VEHICLE TRAVELING
OVER THE STONE, THEN THE TIRES OF THE VEHICLE
MUST BE WASHED BEFORE ENTERING PUBLIC ROAD
(SEE DETAIL 400.06 SHEET 2 OF 2).
3. IF A PROJECT CONTINUES TO DEPOSIT MUD AND
DEBRIS ONTO THE PUBLIC ROAD, THE TOWN WILL
CLEAN THE AREA AND INVOICE THE FINANCIALLY
RESPONSIBLE PARTY.
ENTRANCE TYPE
L
W
STONE SIZE
GENERAL
50'
25'
2-3"
RESIDENTIAL*
25'
12'
#57
INUIV(UUAL,)INULt YAMILY
CROSS SECTION
NEW CONSTRUCTION
EXISTING ROADWAY L '
6 IN.
ABRIC UNDER STONE I
STEEL FENCE P
WIRE FEN[
HARDWARE CLOTI
FILTER OF # 57
WASHED STONE
FLOW DIRECTION
SIDE VIEW
SILT FENC
STD. NO. TOWN OF APEX
400.01 STANDARDS
SHEET 1 OF 1 EFFECTIVE: DECEMBER 21, 2010
FILTER OF # 57 SHOULDERS, SIDE DITCHES, SLOPES 31 MAX.)
WASHED STONE Date, Type, Planting/Acre
SILT FENCE FABRIC T Aug 15 - Nov 1, Tall Fescue, 300 lbs.
OVERLAP HARDWARE Nov 1 -Mar i, Tall Fescue &Abruzzi Rye, 300 lbs.
CLOTH BY 12 INCHES ' Mar 1 - Apr 15, Tall Fescue, 300 lbs.
PLAN VIEW STEEL FENCE POST
NOTE:
1. APPLICABLE FOR DRAINAGE AREAS NO MORE THAN 1 /4 ACRE.
2, USE AS A REPAIR OF SILT FENCE FAILURES,
3. BURY WIRE FENCE, HARDWARE CLOTH, AND SILT FENCE FABRIC 6 INCHES.
U U u
U U
FRONT VIEW
2 STD. NO.
C4o1 TEMPORARY SILT FENCE OUTLET 400.02
SHEET 1 OF 1
/ RESSURIZED WATER SOURCE
/ (CONTINGENT UPON WATER MAIN _ PROVIDE DRAINAGE AWAY
/ INSTALLATION) FROM THE WASH RACK TO A
01 SEDIMENT -TRAPPING DEVICE
` Tl---KEEP A BROOM AND SHOVEL CLOSE
TO THE RACK TO CLEAN THE STREET
A �
EXAMPLE ACCEPTABLE WASH RACK
/ IT IS ADVISABLE TO PROVIDE A (OTHER APPROVED METHODS MAY BE UTILIZED)
SEPARATE ENTRANCE TO LIMIT ONE SECTION OF REINFORCED CONCRETE CATTLEGUARD
TRAFFIC ACROSS THE RACK AND 3" WASHED STONE UNDER SLATS
REDUCE WEAR AND MAINTENANCE TO DRAIN WATER AND SEDIMENT
THE LOCATION MUST SLOPE AWAY FROM TH
AWAY FROM THE RACK
STREET OR STEPS MUST BE TAKEN (GRADING,
DIVERSIONS, ETC.) TO PREVENT RUNOFF
FLOWING INTO THE STREET
FOUNDATION OF 8" COMPACTE � �. ,' - - _� 41`a- :-,�� !>'• 'A -
CRUSH AND RUN STONE
GEOTEXTILE FABRIC SECTION 'A -A'
Apr 15 - June 30, Hulled Common Bermuda grass, 25 lbs.
July 15 - Aug 15, Tall Fescue, 35 lbs. ***Brown top Millet or ***Sorghum -Sudan Hybrids
SLOPES (3:1 to 2:1)
Date Type Planting/Acre
Mar 1 - June 1, Sericea Lespedeza (scarified), 501bs.
Mar 1 - April 15, ADD Tall Fescue, 120 lbs.
Mar 1 - June 30, ADD Weeping Love grass, 10 lbs.
Mar 1 - June 30, ADD Hulled Common Bermuda Grass, 25 lbs.
June 1 - Sep 1, *** Tall Fescue, 120 lbs., ***Brown top Millet, 35 lbs., ***Sorghum -Sudan Hybrids, 30 lbs.
Sep 1 - Mar 1, Sericea Lespeciezo (unhulled-unscarified), 70 lbs., Tall Fescue, 120 lbs.
Nov 1 - Mar 1, ADD Abruzzi Rye, 25 lbs.
***Temporary - Reseed according to optimum season for desired permanent vegetation. Do
not allow temporary cover to grow over 12 inches in height before mowing, otherwise
fescue may be shaded out.
A Conservation Engineer or Soil Conservation Service shall be consulted 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. Any variation from this list shall be pre -approved by the TOWN.
SEEDBED AND PREPARATION:
1. Chisel compacted areas and spread topsoil 3 inches deep over adverse soil
conditions, with stockpiled topsoil. Contractor shall reserve sufficient topsoil for seedbed preparation.
2. Rip the entire area to 6 inch depth.
3. Remove all loose rock, roots, and other obstructions leaving surface reasonably smooth and uniform.
4. Apply agricultural lime, fertilizer, and super -phosphate 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 is less than 60% established, the entire area shall be reseeded according to specifications using the
original lime, fertilizer and seeding rates.
9. Consult a Conservation Inspector on maintenance treatment and fertilization after permanent cover is
established.
*Apply: Agricultural Limestone - 2 tons/acre (3 tons/acre in clay soils)
Fertilizer- 1,000 lb/acre - 10-10-10
Super -phosphate - 500 lb/acre - 20% analysis
Mulch - 2 tons/acre - small grain straw
Anchor - Asphalt Emulsion C1300 gals/acre
/ ^ WASH RACK
/
TOWN OF APEX r
STD. NO. TOWN OF APEX STD. NO.
STANDARDS C401 RY 20, 2015 CONSTRUCTION ENTRANCE 400.06 STANDARDS (ip
CONSTRUCTION ENTRANCE 400.06
EFFECTIVE: JANUARY 20, 2015 SHEET 1 OF 2 EFFECTIVE: JANUASHEET 2 OF 2
WATERPROOF SIGN OSTS MAYBE ET ER
4" DIA. PINE 2' DIA. ORANGE UV RESISTANT MAX. SEDIMENT STORAGE LEVEL.
O.C. OAK, OR1.33L8./LF HIGH TENSILE STRENGTH REMOVE SEDIMENT WHEN THIS LEVEL TREE PROTECTION NOTES
STEEL POLY BARRICADEFABRIC IS REACHED, OR AS DIRECTED 12 GAUGE 4"X4" WELDED WIRE A) CHECK THE TOWN OF APEX EROSION
°--� CONSERVATION INSPECTOR HOOKED ONTO PRE -FORMED CONTROL CONSTRUCTION SEQUENCE FOR
(MIN.I
NOTES: '
• WARNING SIGNS TO BE MDE OF DURABLE WATERPROOF MATERIAL.
• ALL LETTERS TO BE AT LEAST 3" HIGH, CLEARLY LEGIBLE AND SPACED AS INDICATED ABOVE.
• SIGNS TO BE PLACED 200' ON CENTER, MAX.
• SIGNS TO BE PLACED AT EACH END OF LINEAR TREE PROTECTION AREA AND 200' ON CENTER THEREAFTER.
• FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA
AND/OR SIDE.
• ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
• FABRIC MUST BE ATTACHED TO APPROVED POSTS ONLY. DO NOT ATTACH TO TREES
• MAINTAIN TREE PROTECTION FENCETHROUGHOUT DURATION OF PROJECT FENCING MUST REMAIN UPRIGHT AND SLACK
FREE.
• ADDITIONAL SIGNSAND/OR PROTECTION MEASURES MAY BE REQUIRED BY THE PLANNING DEPARTMENT BASED UPON
ACTUAL FIELD CONDITIONS.
• FAILING TO MAINTIAN TREE PROTECTION MEASURES MAY RESULT IN FINES AND/OR PERMIT REVOCATION
s C401 TREE PROTECTION FENCE
APRON WIDTH AT THE OUTLET IS 1.5
TIMES THE WIDTH OF THE FLARED END B FILTER
SECTION. 4Z BLANKET
X
A �� y A :2 +
1 _ T Q'
0 3 Q APRON WIDTH I
Z LU f '
° O Q
x.
WHEN THE AREA BELOW THE OUTLET IS NOT
1 ¢ A DEFINED CHANNEL, BUILD A FLAT APRON
B
TO DISPERSE RUNOFF.
PLAN VIEW
SECTION B-B
THERE MUST BE NO
OVERFALL AT THE END
OF THE APRON.
MIN. LENGTH
FILTER
.= �p MINIMUM
BLANKET
DEPTH = 18"
1"
CLASS B STONEJ 6" GRAVEL FILTER
OR FILTER FABRIC
SECTION A -A APRON WIDTH
WHERE A DEFINED CHANNEL EXISTS, WARP AND
SHAPE THE APRON TO FIT THE CHANNEL. IF
NECESSARY, LINE THE ENTRANCE TO PROVIDE A SECTION B-B
TRANSITION INTO THE RECEIVING CHANNEL.
FLARED END SECTION WITH RIP RAP APRON
C401
CHANNELS ON METAL POSTS.
APPROPRIATE TIME TO INSTALL TREE PROTECTION
FENCE.
B) INSTALL TREE PROTECTION FENCING ALONG
STEEL POST @ 5' O.C.
THE ENTIRE LENGTH OF THE PROPOSED CLEARING
MAX.
LIMITS AS DENOTED ON THE PLAN.
C) LOCATE TREE PROTECTION MEASURES SO THAT
I
ULTRAVIOLET RESISTANT (BLACK)
NOTE:
THEY MAINTAIN A 6 FOOT RADIUS AROUND
MIRAFI FABRIC OR EQUAL SECURED
TREE PROTECTION FENCING
EXISTING PLANTS OR PROVIDE A 1 FOOT RADIUS
TO WIRE WITH METAL CLIPS OR WIRE i
INSTALLED INITIALLY. ONCE
FOR EACH 1 INCH DIAMETER OF TREES (MEASURE[
@ 91 O.C. r
GRADING PERMIT IS OBTAINED,
AT A POINT 44 FEET ABOVE GROUND),
SILT FENCE WILL BE ATTACHED TO
WHICHEVER IS GREATER.
BACKFILL TRENCH OVER FABRIC TAIL
TREE PROTECTION FENCINGPOLESD)
POST A SIGN ON THE FENCING STATING:'TREE
CARRY APPROX. 12" OF FABRIC INTO 6
PROTECTION AREA/DO NOT ENTER" AND
TRENCH, COVER WITH SOIL AND
"PROHIBIDO ENTRAR ZONA PROTECTORA PARA
TAMP BACKFILL. 1
CARRY 6" OF
FABRIC INTO
LOS ARBOLES".
FLOW
TRENCH
E) AT THE START OF GRADING INVOLVING THE
LOWERING OF THE EXISTING GRADE AROUND A
TREE OR THE STRIPPING OF TOPSOIL, MAKE A
CLEAN, SHARP, VERTICAL CUT AT THE EDGE OF
THE TREE SAVE AREA AT THE SAME TIME AS OTHER
EROSION CONTROL MEASURES ARE INSTALLED.
INSTALL THE TREE PROTECTION FENCING ON THE
NOTES:
SIDE FARTHEST AWAY FROM THE TREE TRUNK AND
1. TOTAL AREA FLOWING TO SILT FENCE MAY NOT EXCEED 1 ACRE.
SHALL REMAIN IN PLACE UNTIL ALL
2. DO NOT USE SILT FENCES AT PIPE OUTLETS OR IN AREAS OF CONCENTRATED FLOW
CONSTRUCTION IN THE VICINITY OF THE TREES IS
(CREEKS, DITCH LINES, SWALES, ETC.)
COMPLETE. NO STORAGE OF MATERIALS, FILL, OR
3. ORANGE TREE PROTECTION FENCE MAY BE REQUIRED ON OPPOSITE SIDE DEPENDING
EQUIPMENT AND NO TRESPASSING SHALL BE
ON FENCE LOCATION.
ALLOWED WITHIN THE PROTECTED AREA.
F) TREE PROTECTION FENCING MUST BE INSTALLED
PRIOR TO ISSUANCE OF ANY PERMITS.
(MIN.)
NOTES:
• WARNING SIGNS TO BE MDE OF DURABLE WATERPROOF MATERIAL.
• ALL LETTERS TO BE AT LEAST 3' HIGH, CLEARLY LEGIBLE AND SPACED AS INDICATED ABOVE.
• SIGNS TO BE PLACED 200' ON CENTER, MAX.
• SIGNS TO BE PLACED AT EACH END OF LINEAR TREE PROTECTION AREA AND 200' ON CENTER THEREAFTER.
• FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA
AND/OR SIDE.
• ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
• FABRIC MUST BE ATTACHED TO APPROVED POSTS ONLY. DO NOT ATTACH TO TREES
• MAINTAIN TREE PROTECTION FENCETHROUGHOUT DURATION OF PROJECT FENCING MUST REMAIN UPRIGHT AND SLACK
FREE.
• ADDITIONAL SIGNSAND/OR PROTECTION MEASURES MAY BE REQUIRED BY THE PLANNING DEPARTMENT BASED UPON
ACTUAL FIELD CONDITIONS.
• FAILING TO MAINTIAN TREE PROTECTION MEASURES MAY RESULT IN FINES AND/OR PERMIT REVOCATION
8 SILT/TREE PROTECTION FENCE
C401
The signatures affixed below certify that this sheet has been reviewed and approved solely per the
certifications signed on the cover sheet of these construction plans.
CM -Engineering Dat Public Works - Env. Programs Date
A '#ff
CM-Tr"ansportation Date Pla ping Date
IV IA KAC
CM -Building Inspections Date Planning - Transportation Date
Public Works - Water/Sewer Date Fire Date
IAA
Public
Works - Electric f — Date Parks, Recreation & Cultural Res. Date
tl 3a a 6
Public Works - S & E Date
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title:
EROSION
CONTROL
DETAILS
P►'oJ #:
160303
date:
AUGUST 1, 2016
dwg by: chkd by:
JE JR
scale:
NTS
sheet:
C40-1
CONSTRUCTION DRAWINGS

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DO NOT WRAP TRUNK; MARK THE NORTH SIDE OF THE TREE
THE NURSERY AND LOCATE TO THE NORTH IN THE FIELI
TRUNK FLARE AND TOP OF ROOT BALL SHOULD BE AT GRAE
IN WELL DRAINED SOIL, UP TO 4 INCHES (10 CM) ABO�
GRADE IN POORLY DRAINED SOIL
DO NOT STAKE TREES EXCEPT WHERE SPECIFIED BY LANDSCAF
ARCHITECT. IF STAKING IS NECESSARY, USE TWO OPPOSINI
STAKES WITH SEPARATE FLEXIBLE TIES. REMOVE STAKING AT EN
OF FIRST GROWING SEASOt
INSTALL MULCH (3" DEPTH) ALL PLANTINGS. MULCH NC
TO BE IN CONTACT WITH TREE TRUNI
BUILD 4" - 6" HIGH SAUCER TO RETAIN WATER KEEPIN,
INVERT OF SAUCER THE SAME AS IT WAS AT NURSER
BACKFILL WITH PREPARED TOPSOIL/AMENDED NATIVE SOIL II
9" LAYERS. WATER EACH LAYER UNTIL SETTLED (DO NOT TAMP;
BREAK SUBSOIL WITH
PACK BACKFILL SOIL AROUND THE BASE OF THE ROOT BALL TO STABILIZE;
ALLOW REST OF BACKFILL TO SETTLE NATURALLY, OR TAMP LIGHTLY.
TREE PLANTING DETAIL &STAKING
SCALE:NTS
z
co
TWICE ROOTBALL
DIAMETER
SHRUB PLANTING
THIN BRANCHES AND FOLIAGE TO COMPENSATE FOR ROOT LOSS
AND TO PROMOTE A NATURAL GROWTH HABIT. DO NOT SHEAR.
MULCH ALL PLANTINGS TO A DEPTH OF 3", INCLUDING EARTH
SAUCER. DO NOT PLACE MULCH IN CONTACT WITH TRUNK.
$-UILD 3" - 4' HIGH SAUCER TO RETAIN WATER KEEPING INVERT
OF SAUCER THE SAME AS FINISHED GRADE.
LL BACK TOP OF BURLAP BEFORE COVERING.
ACKFILL WITH PREPARED TOPSOIL/ AMENDED NATIVE SOIL IN
9" LAYERS, WATER EACH LAYER UNTIL SETTLED. (DO NOT TAMP)
EAK SUBSOIL WITH PICK
3 SHRUB PLANTING DETAIL
C600SCALE:NTS
N
NA 83
TOWN OF APEX NOTES:
l . NO SITE DEVELOPMENT ACTIVITY INCLUDING, BUT NOT LIMITED TO, TESTING, CLEARING, INSTALLATION OF SOIL AND EROSION MEASURES,
OR GRADING SHALL OCCUR UNTIL REQUIRED PROTECTION FENCING HAS BEEN INSTALLED AND INSPECTED. A PROTECTION FENCING
INSTALLATION PERMIT MAY BE OBTAINED AT THE PLANNING DEPARTMENT.
2. PROTECTION FENCING MUST BE PLACED AWAY FROM ANY SAVED TREE ONE FOOT FOR EACH INCH OF CALIPER. PROTECTION FENCING
MUST BE PLACED AT LEAST 10 FEET AWAY FROM ANY OTHER DESIGNATED RCA SUCH AS, BUT NOT LIMITED TO, HISTORIC BUILDINGS AND
STRUCTURES, WETLANDS, AND PONDS. PROTECTION FENCING MUST BE PLACED ALONG THE OUTSIDE LINE OF THE 100 YEAR FLOODPLAIN
AND THE OUTSIDE EDGE OF ANY RIPARIAN BUFFER, 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
COMMON PROPERTY LINES OR NEAR PUBLIC AREAS (SIDEWALKS, ETC.).
3. ALL GRADING AND SUPPORT STRUCTURES ASSOCIATED WITH ANY RETAINING STRUCTURE SHALL NOT ENCROACH INTO ANY REQUIRED
BUFFER OR PROTECTED AREA (I.E. RCA AND CRITICAL ROOT ZONES OF TREES, PUBLIC UTILITY EASEMENTS AND RIGHT-OF-WAYS), AND
SHALL BE CONTAINED ENTIRELY ON SITE.
4. SITE ELEMENTS REQUIRED TO SATISFY RECREATIONAL REQUIREMENTS SUCH AS, BUT NOT LIMITED TO, PLAY FIELDS, GREENWAY TRAILS AND
ITEMS TYPICALLY ASSOCIATED WITH THEM (BENCHES, TRASH CONTAINERS, SIGNS, ETC.) MUST MEET ANY APPLICABLE STANDARDS FOUND
IN THE TOA STANDARD SPECIFICATIONS AND CONSTRUCTION DETAILS AND THE REQUIREMENTS OF THE TOA PARKS AND RECREATION
DEPARTMENT.
5. 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 THIS CRITERIA WILL REQUIRE A SEPARATE BUILDING PERMIT PRIOR TO
START OF WORK.
6. PER UDO SECTION 6.1.12(G) - PRIOR TO APPROVAL OF A FINAL PLAT OR ISSUANCE OF A CERTIFICATE OF OCCUPANCY, ANY
DEVELOPMENT WHERE ENGINEERED STORMWATER CONTROL STRUCTURE IS REQUIRED, PLEASE CONTACT MIKE DEATON TO
DEMONSTRATE THAT THE REQUIRED STRUCTURE IS IN PLACE, THAT IT IS OPERATIONAL, AND THAT IT COMPLIES WITH ALL RELEVANT
PORTIONS OF SECTION 6.1.12 ENGINEERED STORMWATER CONTROLS. IF THE ENGINEERED STORMWATER CONTROL STRUCTURE IS USED
AS PART OF A TEMPORARY EROSION CONTROL MEASURE, THE INSPECTION WILL OCCUR DURING THE APPROPRIATE PHASE OF
CONSTRUCTION.
7. THE OWNERS OF THE PROPERTY AND THEIR AGENTS, HEIRS OR ASSIGNS SHALL BE RESPONSIBLE FOR THE INSTALLATION, PRESERVATION
AND MAINTENANCE OF ALL PLANTINGS AND PHYSICAL FEATURES REQUIRED UNDER THIS ARTICLE. ANY VEGETATION THAT IS DEAD,
SUBSTANDARD, UNHEALTHY, OR POOR QUALITY OR MISSING SHALL BE REMOVED AND REPLACED IN CONFORMANCE WITH THE
STANDARDS OF SECTION 8.2 OF THE UNIFIED DEVELOPMENT ORDINANCE AND TO THE APPROVED SITE OR SUBDIVISION PLAN.
NnTF-�-
1. STEEP SLOPES:
NO SLOPES EQUAL TO OR GREATER THAN 3:1 ARE LOCATED ON THIS SITE.
2. WATERSHED INFORMATION:
SECONDARY WATERSHED PROTECTION OVERLAY DISTRICT,MIDDLE CREEK BASIN, NEUSE RIVER BASIN
3. FLOOD ZONE INFORMATION:
FIRM PANEL 3720074100J AND PANEL 3720075100J DOES NOT SHOW THE PRESENCE OF FLOOD
ZONES ON SITE.
E
4. HISTORICAL STRUCTURES:
NO HISTORICAL STRUCTURES ARE LOCATED ON SITE.
5. TREE PRESERVATION:
ALL TREES LOCATED WITHIN S OF TREE PROTECTION FENCING OR CLEARING LIMITS SHALL BE
EVALUATED PRIOR
O TO REMOVAL.
6. TENNIS COURT/EX. GRAVEL
AREAS MUST BE FREE OF DEBRIS AND SUITABLE FOR PLANTING AS DETERMINED BY THE ZONING
COMPLIANCE OFFICER PRIOR TO PLANTING. ITEMS NECESSARY FOR PLANTING MAY REQUIRE, BUT
ARE NOT LIMITED TO, REMOVAL OF DEBRIS, AERATION AND SOIL AMENDMENTS. FOR AREAS TO BE
GRASSED, A NATIVE GRASS MIX SHALL BE PROVIDED.
7. ISLAND PLANTINGS
LANDSCAPING IN THIS AREA IS TO SUPPLEMENT OR REPLACE EXISTING LANDSCAPING. CONTRACTOR
SHALL COORDINATE WITH SITE INSPECTOR AS TO ACTUAL LOCATION OF PLANTINGS AND THOSE
NEEDED FOR REPLACEMENT. DETERMINATION SHALL ME MADE SO AS TO MINIMIZE DAMAGE TO
EXISTING PLANTS TO REMAIN. ADDITIONAL TREES/SHRUBS WHICH NEED TO BE REMOVED, BUT NOT
SHOWN SHALL BE REPLACED WITH NEW PLANTINGS SIZE PER APEX STANDARDS.
VEHICLE USE AREA PLANTING SCHEDULE
PLANT LIST
QUANTITY
KEY
BOTANICAL NAME
COMMON NAME
SIZE
HT.
TYP. SYMBOL
LARGE TREE
6
QP
QUERCUS PHELOS
WILLOW OAK
2.5" MIN.
12' MIN.
0
SMALL TREES AND SHRUBS
3
CA
CORNUS ALTERNIFOLIA
ALTERNATE LEAF DOGWOOD
1.5" MIN
8' MIN.
t X'
3
MC
MYRICA CERIFERA
SOUTHERN WAXMYRTLE
5 GAL
30" MIN.
8
CS
CAMELLIA SASANQUA 'YULETIDE'
SASANQUA CAMELLIA
5 GAL
30" MIN.
TENNIS COURT AREA PLANTING SCHEDULE
PLANT LIST
QUANTITY
KEY
BOTANICAL NAME
COMMON NAME
SIZE
HT.
TYP. SYMBOL
LARGE TREE
3
MG
MAGNOLIA GRANDIFLORA
SOUTHERN MAGNOLIA
2.5" MIN.
12' MIN.
5
QS
QUERCUS SHUMARDII
SHUMARD OAK
2.5" MIN.
12' MIN.
SMALL TREES AND SHRUBS
5
TS
THUJA STANDISHII X PLICATA
GREEN GIANT ARBORVITAE
1.5" MIN
8' MIN.
12
MC
MYRICA CERIFERA
SOUTHERN WAXMYRTLE
5 GAL
30" MIN.
15
CS
CAMELLIA SASANQUA 'YULETIDE'
SASANQUA CAMELLIA
5 GAL
30" MIN.
!r
8
HS
HYPERICUM STRAGULUM
ST. ANDREW'S CROSS 1
5 GAL
30" MIN
0
TMUJI tat 42" IN HLIUHI WITHIN 3 YEARS OF PLANTING
BUILDING AREA PLANTING SCHEDULE
PLANT LIST
QUANTITY
KEY
BOTANICAL NAME
COMMON NAME
SIZE
HT.
TYP. SYMBOL
SHRUBS
9
IC
ILEX CORNUTA 'CARISSA'
CARISSA HOLLY
5 GAL
30" MIN.
8
[1GT
ILEX GLABRA
INKBERRY
5 GAL
30" MIN,
0 25 50 100
SCALE: 1 " = 50'
1­1-,LANDSCAPING
C600SCALE: 1 "= 50'
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LANDSCAPING
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Prat #:
160303
date:
AUGUST 1, 2016
dwg by: chkd by:
JE JR
scale:
ill =50'
sheet:
C600
CONSTRUCTION DRAWINGS

ISOMETRIC VIEW SECTION B-B
FRONT ELEVATION SECTION B VAR. MIN. c�
�UTILffYSTRIP SIDEWALK O
R PLAN VIEW l 0.04 (TYP.) 0.02 (MAX) DETAIL SNOWING TYPICAL LOCATION OF WHEELCHAIR E
3" R TYPICAL SECTION /A 3' x N MIN. LANDING 4.. RAMPS, PEDESTRIAN CROSSWALKS, & STOP LINES p
1 a 1 3„ R i} R `\ M N~ N U
' 1 UTILITY STRIP SIDEWALK I 12:1 MAX. RAMP SLOPE RESIDENTIAL STREETS COLLECTORS & THOROUGHFARES U
-
- : ,i.•- > `, 4 % (�Wt) R FILL 2 4 $ EEWA D OSTD FUTURE 7 DETECTABLE WARNING SURFACE Z MI �i
SLOPE
%'1 11"" f I ( SHALL NOT }' EXPANSOO T SECTION A -A
EXCEED 2:1 Q
2 6° B�✓ CURB MIN. DROP CURB ' Q Cl
JOINT FILLE L�/2•• STANDARD CURB AND GUTTER I w I I SIDEWALK TRANSITION CURB TRANSITION ' A� _ 01 Oy
E- > DETECTAB TOP OF CURB W
r- 4'x4' CLEAR SPACE MUST
URB AND GUTTER WARNING GUTTER•_ FALL WITHIN CROSSWALK 4 X
O N Q u_ SURFACE A LIMITS (TYP.) ( 6 O
Z I I w O }' EXPANS10 12.1 MAX. SLOPE M N
JOINT y N
�• .. I m D ,n (�4
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7. R R ( U I TRANSVERSE EXPANSION JOINT DETECTABLE WARNING DOMES NOTES. --4 - ---- o
. RAMPS w---------
--,® O A ® O ® 1 A S WITH FLARED SIDES WILL BE USED WHEN NEEDED FOR PEDESTRIAN I I--� 6 � 3 O
JOINT SEAL SIDEWALK SURFACE ASE DIAMETER 0.65 MIN. 1.6"-2.4" CIRCULATION (SEE DETAIL ABOVE). I I CROSSWALK LINES SHALL BE OFFSET 4' a
1 g �, �•• I I I 4" MIN 1 /4" 2. RAMPS WITH RETURNED CURB WILL BE USED WHEN FLARED SIDES ARE NOT I I PEDESTRIAN--STOPBAR i3 M w
- : 1 ' _ ;f:•, 0 O O ® O 0.9"R TO 1.4'R f I I I MINIMUM FROM THE NEAREST PARALLEL
7� NEEDED FOR PEDESTRIAN CIRCULATION (SEE DETAIL BELOW). STOPBAR -- 1 I EDGE OF TRAVEL LANE CROSSWALK _ ` O .f Y
® 0 0 0 ® TOP DIAMETER 3. DETECTABLE WARNING DOMES WILL COVER 7-0" LENGTH AND FULL WIDTH OF I I C IW7 d a
i••--1'-6"� ( (( i� 50-65%OF BASE THE RAMP FLOOR. I � O
4' IN. MEDIAN CURB AND GUTTER I I ( L 0 0 0 0 0 0 DIAMETER 4. DETECTABLE WARNING DOMES WILL CONTRAST VISIBILITY WITH ADJOINING I I x a N
11' RAD j2 _..11 SURFACE, EITHER LIGHT -ON -DARK OR DARK -ON -LIGHT SEQUENCE I I EDESTRIAN CROSSWALK 2' CURB MIN. O • , d
8 JOINT FILLER SEESHEET3 i BETWEEN
RAMPS ® Q 3
VARIES I-5'-0"-+-1' ISOMETRIC VIEW SECTION B-B I pp 3
NOTES:
1. CONCRETE SHALL BE 3000 PSI. -6" B�`j ING, PROPOSED, OR - - - - - - -4" v 3
1 u�
2. CONTRACTION JOINTS SHALL BE SPACED AT 10' INTERVALS OR 15' A // /FUT'EXISTURE SIDEWALK 15 STD.) 2:1 MAX. RAMP SLOPE
// 7 DETECTABLE WARNING SURFACE
INTERVALS WHEN A MACHINE IS USED is =.'�` s << ,;+ Y3 a NOTES: 4' MIN.'
3. EXPANSION JOINTS SHALL BE SPACED AT 50' INTERVALS. ;,',, ,Y-t;+..fir,.. ; .. ;�,., >. <;'•
4. FINISH ALL CONCRETE WITH CURING COMPOUND. "J >- '='r-•. s' ; :'' �..r;': ;:`, 7 ��
, yy .� CONSTRUCT SECTION A -A NC License #P-0673
,. !.'._.:..� .�, . s "..°.; �., is S'' :.
5. FOLLOW ALL APPLICABLE ACI REQUIRMENTS. �, , 1. TRANSVERSE EXPANSION JOINTS SHALL BE SPACED 59 MAXIMUM. ROUNDED 6' CURB 6"CURB
6. VALLEY CURB SHALL ONLY BE USED FOR APPROVED APPLICATIONS. ( I 2 CONTRACTION JOINTS SHALL BE SPACED S MAXIMUM. CORNERS o
2'-6"
VALLEY CURB AND GUTTER
3. ALL CONCRETE TO BE FINISHED WITH CURING COMPOUND.
B V ' RAMP WIDTH WILL MATCH MIN. RAMP
SIDEWALK WIDTH WIDTH
4. ALL CONCRETE SHALL CONFORM TO ALL APPLICABLE REQUIREMENTS OF THE ACI.
DETECTABL
WARNING A TOP OF CURB--,
GUTTER
SURFACE �' EXPANSION JOINT __
TOWN OF APEX
STANDARDS
CONCRETE CURB AND GUTTER 9300.03
STD. NO.
TOWN OF APEX
STANDARDS
STANDARD CONCRETE SIDEWALK
(;p
STD. NO.
TOWN OF APEX
STANDARDS
CURB RAMP
W
STD. NO.
TOWN OF APEX
STANDARDS
4 CURB RAMP
C700
STD. NO.
300.08
300.09
300.09
TECTIVE: NOVEMBER 20,2007
SHEET 1 OF 1
EFFECTIVE: DECEMBER 3, 2002
SHEET 1 OF 1
EFFECTIVE: DECEMBER 18, 2012
SHEET 1 OF 3
EFFECTIVE: DECEMBER 18, 2012
SHEET 2 OF 3
BOLLARD DETAIL
ETECTABLE
24' 1 RACK 3 RACKS NO SCALE o
LEVEL LANDING WARNING
<5 LEVEL LANDING DOMES 4'""I
RA P STEEL DOME TOP, WELDED
----4' CLEARANCE ---I TO TOP OF BOLLARD
DETECTABL CURB
WARNING RA P-.•.•`.•-•••••.•-.. •-•••••.'.. •.••••••• YELLOW REFLECTIVE TAPE,
DOMES '::••: .:r
36'
3" WIDE AND 6" FROM
TOP OF BOLLARD
NOTES:
4"
X
U
-•••SIDEWALK.- :•
FIXED, 4"DIA METE
... :...................................................
.................................................
1. FOR RAMPS WITH RETURNED CURB PLACE DETECTABLE WARNING DOMES ON RAMP IF LEVEL LANDING T P 3' 4'
O U C C L ELL ND G IS LESS THAN 5 FEET DEEP. PLACE S EEL IPE BOLLARD
DETECTABLE WARNING DOMES ON LEVEL LANDING IF LANDING IS MORE THAN 5 FEET DEEP. - - PARKING N FIR t��
NO PARKIN FI
20 A I G EG RE L NE0
2. CROSSWALK WIDTHS AND CONFIGURATION VARY BUT MUST CONFORM TO TRAFFIC DESIGN STANDARDS. 4
6 --I o
3. USE CLASS "B"CONCRETE WITH A SIDEWALK FINISH IN ORDER TO OBTAIN A ROUGH NON-SKID TYPE SURFACE.
NOTES: OPTION 2: PARALLEL TO SIDEWALK : TRAVEL LANE o y
1. PARKING PAD IS 6" CONCRETE SLAB. SIZE SHOWN IS }
4. ALLOWABLE CROSS SLOPE ON SIDEWALKS AND CURB RAMPS WILL BE 2% MAXIMUM. 3 RACKS Fw
4'X6' MIN. PAD FOR SINGLE RACK AND 7-6'•,. • •. - , �
ADDITIONAL WIDTH PER RACK FOR RACKS TO BE Iw�
5. THE CURB CUT AND THE PEDESTRIAN CROSSWALK LINES SHALL BE COORDINATED SO THAT A 4'X4' CLEAR SPACE AT THE BASE OF THE CURB SPACED 2'-6" O.C. IF MORE THAN ONE. 2�) r! 2 8 NOTES:
RAMP WILL FALL WITHIN THE PEDESTRIAN CROSSWALK LINES. 2. S WIDE UNOBSTRUCTED MANEUVERING AREA IS
REQUIRED BEHIND RACKS WHEN ORIENTED PARALLEL 1 RACK 2 3000 PS ' . 1. "NO PARKING -FIRE LANE' LETTER MARKINGS SHALL BE YELLOW.
6. STOP LINES, NORMALLY PERPENDICULAR TO THE LANE LINES, SHALL BE USED WHERE IT IS IMPORTANT TO INDICATE THE POINT BEHIND WHICH TO A SIDEWALK AS SHOWN; REQUIRES 4'X11' MIN. CONCRETE FOOTING = •.. •. a
VEHICLES ARE REQUIRED TO STOP IN COMPLIANCE WITH A TRAFFIC SIGNAL, STOP SIGN, OR OTHER LEGAL REQUIREMENT. AN UNUSUAL PAD. )�+ :"::' : :•i':' : ' :' 2. LETTERS SHALL BE A MINIMUM OF 8" HIGH AND SPACED 8" FROM THE EDGE OF PAVEMENT.
APPROACH SKEW MAY REQUIRE THE PLACEMENT OF THE STOP LINE TO BE PARALLEL TO THE INTERSECTING ROADWAY. REFER TO THE 3. RACKS SHALL BE FLANGE MOUNTED AND SHALL HAVE 2r I I - I 9 W
PAVEMENT MARKING PLANS FOR STOP BAR LOCATIONS AT SIGNALIZED INTERSECTIONS. IF A PAVEMENT MARKING PLAN IS NOT PROVIDED, A POLYESTER P=.:''::' :' :' :":":' :': BLACK OL ESTER POWDER COAT. OTHER 2 :: 3. LETTER MARKING SHALL BE PLACED EVERY 40' AND AT EVERY FIRE HYDRANT.
LOCATE AS DIRECTED BY THE ENGINEER. PLACEMENTS SHALL MEET MINIMUM SIZE
REQUIREMENTS. 2 2 FRONT VIEW 4. SOLID 4" WIDE YELLOW LINE SHALL BE PLACED 2" FROM THE EDGE OF PAVEMENT.
U W
7. TERMINATE PARKING A MINIMUM OF 20' BACK OF A PEDESTRIAN CROSSWALK. 4. BICYCLE PARKING SHALL NOT ENCROACH ON
NOTE:
Y
O E
ACCESSIBLE PATHS. •-••••----•-•-•-•••• 1
M
ALL METAL SHALL 5. DESIGNATED PLACEMENT WITHIN PARKING LOTS MAY :•• SIDEWALK •••:• S L BE GALVANIZED PAINT ONE
W TEST EDITION F TH
, O
8. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE LA E O O E MANUAL ON UNIFORM TRAFFIC CONTROL
OW
.................................................
ALSO BE ACCEPTABLE. COAT METAL RIMER AND T
DEVICES MUTCD PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION AND THE NORTH CAR LINASUPPLEMENT T T
P TWO COATS BLACK
O O HE MUTCD.
L
T ME AL ENAMEL VINY 1 / OR LCOAT NG COVERING. DL
M�
STD. NO. •••••STD. -NO. STD. NO. STD. NO.
TOWN OF APEX 5 TOWN OF APEX 6 TOWN OF APEX TOWN OF APEX 8
STANDARDS CURB RAMP 300.09 STANDARDS BICYCLE PARKING 300.20 STANDARDS DUMPSTER PAD 200.02 STANDARDS FIRE LANE PAVEMENT MARKING 300.24
C700 C700 C700 C700
EFFECTIVE: DECEMBER 18, 2012 SHEET 3 OF 3 EFFECTIVE NOVEMBER 20, 2007 SHEET 1 OF 1 EFFECTIVE: DECEMBER 21, 2010 SHEET 2 OF 2 EFFECTIVE: DECEMBER 21, 2010 SHEET 1 OF 1
seal:
NOTE:
USE CITYVIEW BACK BENCH NOTE: POLE BASE SHOWN HERE FOR COORDINATION PURPOSES ONLY. BASE I 6' 1 }' I
TO BE CONSTRUCTED PER STRUCTURAL DETAILS. r L �e��������s�����+.
LTHE
APPROVED EQUAL BY FINISHED GRADE / SUBGRADE BUSSMAN FUSE HOLDER & p•�40 CARD, �,�•..
THE TOWN OF APEX. FUSES (TYPICAL) 6' `•' �OQ."JESS 10".. •s �•.'
STEEL POLE - .
5 (HEIGHT AS SCHEDULED) HAND HOLE PER N.E.C. 314"S HOLE FOR 5/8" '
410.15 ACCBSIBLE 10" AccEsseniE 10"�
VAN VAN
33-7/8"
GROUND LUG DRIFT PIN X 14�
24' ANCHOR BOLTS SET WITH ONE 12" X 18" X 0.080 ALUM. % 't 1'
RESERVED RESERVED ++ ,/ •. F /�
4 1' MIN. COVER NON -TRAFFIC TEMPLATE FROM POLE HANDICAP PARKING SIGN TO PgRKING eARaN�
16-1 /4" / PLAN
2' MIN. COVER -TRAFFIC POLE BASE COVER MANUFACTURER BOLTREADTOEPOST WITHH 3/8'NSERVED G Q 1-6 V-6' +++� �';. ,. ;;,.0.�
BACKFILL
(�
INITIAL LIFT: 12" MAX. CONCRETE POLE 7 #b BARS CADMIUM PLATED BOLTS,
19" CENTER L NON TRAFFIC AREAS: 12" MAX. LIFTS BASE Z () NUTS, AND WASHERS 6" I-•- -� 6" REBAR
TRAFFIC AREAS: 6" MAX. LIFTS
OF HOLES „ MAXIMUM 11$2J50
72 COMPACTION: 95% MAX. DRY DENSITY #4 BARE GND. PENALTY lO"
RIGHT SIDE VIEW (STANDARD PROCTOR) M R7-8D PENALTY SIGNS izso }
FINISHED GRADE ARE REQUIRED TO 3
ACCOMPANY ALL R7-8 z 0
m
OR R7-8A PARKING wz ELEVATION
BENCHES TO BE 4 Z SIGNS. z a
BLACK, OR T-0° a% 3 Z
CADWELD CONNECT o 2" DIA. 4"' PIPE BOLLARD o a W 0
3 APPROVED EQUAL 4" NO. S, 57, OR b7 STONE TO GROUND CLAMP -o'o #3 @ 12" O.C. GALVANIZED RPEASKING
27-3/4' ALUM. POST U FACE OF CURB OR W
EDGE OF SIDEWALK i
NOTES: W
PAVEMENT OR 3 _L REBAR z-0 X a
1. EXCAVATE TO 4 INCHES BELOW THE PROPOSED PIPE ELEVATION. CONDUIT AS SIZED ON GROUND W
3XxI O"-0" PLANS d
2. PROVIDE 4 INCHES STONE BEDDING AND 41NCHES STONE BACKFILL. COPPERWELD 30 DIRECT DURIAL ;~ Q
72" GROUND ROD (USE 6" SCHEDULE 40 PVC 2• !:'-:, �:, :?:�`.:
MATERIALS LIST: 3. WHERE BELL AND SPIGOT PIPE IS USED, PROVIDE RECESSES TO RECEIVE PIPE BELL. SLEEVE FOR PAVED AREAS) ''
iL
(1) SEAT STRAP - WOOD SLATS 4. UNDERCUT UNSUITABLE MATERIAL AS DIRECTED BY THE ENGINEER AND BACKFILL WITH STONE OR OTHER NOTES: 0
(2) SEAT SUPPORTS - STEEL FLAT BAR APPROVED MATERIAL. -MAXIMUM HEIGHT TOP OF LIGHT FIXTURE. TO BE 35'
(3) SUPPORT PIPES - 1.315" 0 STEEL PIPE BENCHES SHALL BE SIMILAR TO THE MEASURED FROM FINISHED GRADE. SECTION
(4) END UNIT- SOLID STEEL BAR CITYSCAPE AVONDALE BACKED BENCH 5. WHERE NECESSARY, TEMPORARILY DIVERT SURFACE WATER TO MAINTAIN A DRY CONDITION IN THE PIPE -LEVELING NUTS SHALL BE COLOR OF POLES SHALL MATCH EXISTING POLES Z
(5) SURFACE MOUNT PLATES (MODEL AV 1-1000 - SHOWN HERE) OR FOUNDATION. DIRECT THIS TEMPORARY FLOW INTO SUITABLE EROSION CONTROL DEVICES. USED ON ALL POLE 0
(6) MOUNTED WITH 1/2" STAINLESS STEEL BOLTS TOP VIEW APPROVED EQUAL.
ASSEMBLIES
g TOWN OF APEX 10 STD. NO. 11 12 13 0
STANDARD BENCH DETAIL STANDARDS STORM DRAIN PIPE BEDDING & BACKFILLING 500.09 LIGHT POLE BASE STANDARD HANDICAP SIGNAGE CONCRETE WHEEL STOPS I-
C700 C700 C700 C700 C700 \
EFFECTIVE: DECEMBER 18, 2012 SHEET 1 OF 1 ll� Q
SHALLOW TYPE INTERMEDIATE TYPE (4'X4') DEEP TYPE (5'X5') (2) jj'-13 HEX. BOLT. HEAV SEE SITE PLAN FOR \ a
(5 FEET OR LESS IN DEPTH) (5 FEET TO 20 FEET IN DEPTH) (OVER 20 FEET IN DEPTH) NUT, WASHER & SPECIAL PAVEMENT SECTION
4"(102mm
-�' 2 x 2 x 2 x �' STEEL WASHER 13 1 /2"(343mm)� MATCH SLOPE OF Az
TANDARD STEPS PAVEMENT
16" ON CENTER REINFORCED SEE INSET BELOW FOR LETTERING 5 1 /8"(130mm) 24"
�- 6 �- CONCRETE SLAB--
(TYP.) (SEE NOTE 1) n.__
36" 31 1 /4"( 94mm)
�„ 97/8"( 51mm) title:
6" (TYP.
12"
' 233/4"(603mm) 271/4"(642mm) DETAILS
#57 STONE EDGING � SITE
6' (TYP )z
WEEP HOLES W/STONE &WIRE STONE a 1
MESH, 2" MIN. DIA. (TYP.) BEDDING e
(TYP.) 1 1 /16"(27mm
SECTION ASPHALT OR CONCRETE
IZ, AX ----7"1178mm) PAVEMENT
26" j= b RATE STYLE DEPENDENT The signatures affixed below certify that this sheet has been reviewed and approved solely per the
AX. >` 6 UPON APPLICATION SECTION #57 STONE EDGING certifications signed on the cover sheet of these construction plans.
48" S T 20' OV R 20' REFER TO DETAIL 5.03 FOR
0"
b'MIN GRATE TYPE
•.:-r I-•----36 7/8"(937mm}----I r /,� 2� pro j #:
NOTE: --I 3/8" 36mm 24 IA -Engineering ate Public Works nv. Programs Date
1. SLAB THICKNESS AND REINFORCEMENT FOR SOIL AND 3/4"(19mm I 3/4"(44mmi 160303
TRAFFIC LOADING SHALL BE AS SPECIFIED BY AN SLAB DETAIL SLAB DETAIL
ENGINEER AND SHOWN ON PLANS. date:
2. FRAME, GRATE, & HOOD PER NCDOT STANDARD m OLTING SLOTS
211:3
b„ 21 6" 24"(610mm CM -Transportation Date Pla in Date
840.03. )----� HOOD LETTERING INSET AUGUST 1, 2016
3. CONCRETE SHALL BE 4000 PSI MIN. FOR ALL PRECAST 60' 3"(1092mm GRASS OR MULCH
CONCRETE CATCH BASINS. '--36"-` 7 " h-36'--� ® DUMP NO WASTE! DRAINS TO WATERWAYS PLAN O 1A dw b chkd b
4. PRECAST CONCRETE STRUCTURES MAY ONLY BE SECTION g y' y'
INSTALLED TO DEPTHS CERTIFIED AS ACCEPTABLE BY MNFR NAME MADE IN USA MO/DYIYR CM -Building Inspections Date lanning - Transportation D to JE JR
THE MANUFACTURER. 60'
5. "WAFFLE" BOXES ARE ACCEPTABLE FOR SHALLOW 72" scale:
TYPE CATCH BASIN. •J " i C9
TOWN OF APEX
TOWN OF APEX
STD. NO. STD. NO.
Public Works - Water/Sewer Date Fire Date NTS
14 15 16
STANDARDS PRECAST CATCH BASIN DETAIL 500.05 STANDARDS FAR CATCH BASIN 500.08 A
coo FRAME DETAIL FOR TSTONE EDGING DETAIL coo c�o1 IV A- sheet:
EFFECTIVE: DECEMBER 18, 2012 SHEET 1 OF 1 EFFECTIVE: DECEMBER 3, 2002 SHEET 1 OF 1 Public Works - Electric Date Parks, Recreation & Cultural Res. Date
NIA
Public Works - S & E Date
CONSTRUCTION DRAWINGS