SW8051110_CURRENT PERMIT_20220128

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 0 `J 11 1 O
DOC TYPE
f CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2022. o► 20
YYYYMMDD

ROY COOPER
Governor
EUZABETH S BISER
Secretary
BRIAN WRENN
Director
January 28, 2022
Calvary Assembly of God Church, Inc
Attn Ronald Anthony Koebbe II, President
3980 Gum Branch Road
Jacksonville, NC 28540
NORTH CAROLINA
Enw mitental QuaUty
Subject Permit Renewal
Post -Construction Stormwater Management Permit No SW8 051110
Calvary Assembly of God Church
Onslow County
Dear Mr Koebbe
Effective August 1, 2013 the Post -Construction Stormwater Management Program has been transferred from the
Division of Water Quality ("DWQ") to the Division of Energy, Mineral and Land Resources ("DEMLR") All
previous references to DWQ will remain in older permits Issued prior to August 1, 2013 until they are modified
Please note that this permit will now reference DEMLR as the Division responsible for enforcement of the permit
The Division of Energy, Mineral and Land Resources received a complete 8-year Permit Renewal Application for
the subject permit on January 18, 2022 The Division is hereby notifying you that permit SW8051110 has been
renewed, updated, and re -issued on January 28, 2022, as attached As requested, a copy of the current operation
and maintenance agreement is also enclosed Please be aware that the renewal and re -issuance of tlus Stormwater
permit does not imply that the site is currently in compliance
This permit shall be effective until Apnl 11, 2024 and does not supersede any other agency permit that may be
required The project shall be subject to the conditions and limitations as specified therein This permit does not
impose new or increased stormwater control requirements, it clarifies the rules and requirements of this program
to provide you with a better understandmg of your obligations under this permit Failure to comply with these
requirements will result in future compliance problems Please note that this permit is not transferable except
after notice to and approval by the Division
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request
an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH) The
written petition must conform to Chapter 150B of the North Carolina General Statutes and must be filed with the
OAH within thirty (30) days of receipt of this permit You should contact the OAH with all questions regarding
the filing fee (if a filmg fee is required) and/or the details of the filing process at 6714 Mail Service Center,
Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their website at www NCOAH com Unless
such demands are made this permit shall be final and binding
If you have any questions concerning this permit, please contact Ashley Smith in the Wilmington Regional
Office, at [phone] or ashleym smith@ncdenr gov
Sincerely,
CAIJ41 .e. jgcq
Brian Wrenn, Director
Division of Energy, Mmeral and Land Resources
North Carolina Department of Environmental Quality I Dmson of Energy Mineral and Land Resources
Wilmington Regional office 1127 Cardmai Drive Extension I Wilmington North Carolina 28405
voan�rJsauna
�-\Z'zw / 9107967215

State Stolmwater Permit No SW8 051110
Page 2 of 2
Enclosures Attachment C — Permitting History
Renewal Application Documents
Copy of the current operation and maintenance agreement
DES/ams \\\Stormwater\Permits & Projects\2005\051110 HD\2022 01 permit 051110
cc David Newsom, PE Crystal Coast Engineering, 205 Ward Road Swansboro, NC 28584
Wilmington Regional Office Stormwater File
D � Q�� North Carolina Department of Environmental Quality I Division of Energy Mineral and Land Resources
Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington North Carolina 28405
9107967215

Post -Construction Stormwater Management
Permit No SW8 051110
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
POST -CONSTRUCTION STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Calvary Assembly of God Church, Inc
Calvary Assembly of God Church
3980 Gum Branch Road, Jacksonville, Onslow County
FOR THE
construction, operation and maintenance of two wet detention ponds in compliance with the provisions
of 15A NCAC 2H 1000 (hereafter referred to as the "stormwater rules') and as outlined in the
application, approved stormwater management plans, supplement, calculations, operation and
maintenance agreement, recorded documents, specifications, and other supporting data (the
"approved plans and specifications") as attached and/or on file with and approved by the Division of
Energy, Mineral and Land Resources (the "Division" or "DEMLR") The project shall be constructed,
operated and maintained in accordance with these approved plans and specifications The approved
plans and specifications are incorporated by reference and are enforceable part of this permit
This permit shall be effective from the date of issuance until April 11, 2024 and shall be subject to the
following specified conditions and limitations The permit issued shall continue in force and effect until
the permittee files a request with the Division for a permit modification, transfer, renewal, or
rescission, however, these actions do not stay any condition The issuance of this permit does not
prohibit the Director from reopening and modifying the permit, revoking and reissuing the permit, or
terminating the permit for cause as allowed by the laws, rules, and regulations contained in Title 15A
NCAC 2H 1000 and NCGS 143-215 1 et al
I DESIGN STANDARDS
1 This permit is effective only with respect to the nature and volume of stormwater described in
the application and other supporting data
2 This stormwater system has been approved for the management of stormwater runoff as
described in Section 16 on page 2 of this permit The stormwater control has been designed to
handle the runoff from 249,956 square feet of impervious area
3 The tract will be limited to the amount of built -upon area indicated on page 2 of this permit, and
per approved plans The built -upon area for the future development is limited to 94,436 square
feet
4 All stormwater collection and treatment systems must be located in either dedicated common
areas or recorded easements The final plats for the project will be recorded showing all such
required easements, in accordance with the approved plans
Page 1 of 5

Post -Construction Stormwater Management
Permit No SW8 051110
5 The runoff
from all built -upon area within the permitted drainage area
of this project must be
directed
into the permitted stormwater control system
6 The
following design elements have been permitted for this wet detention pond stormwater
facility, and must be provided in the system at all times
Pond 1
Pond 2
a
Drainage Area, acres
1003
238
Onsite, ft2
436.926
103,743
Offsite, ft2
None
None
b
Total Impervious Surfaces, ftZ
180,490
69,466
Buildings, ft2
11, 250
21,364
Roads/Parking ft2
67,715
41,304
Sidewalks, ft2
7,018
5,798
Future, ft2
93,436
1,000
c
Pond Depth, feet
7
6
d
TSS removal efficiency
90
90
e
Design Storm, inches
1
1
f
Permanent Pool Elevation, FMSL
4450
440
g
Permitted Surface Area @ PP, ft2
6,451
6,086
h
Permitted Storage Volume, ft3
15,478
8,933
1
Storage Elevation, FMSL
4651
4531
I
Controlling Orifice
1 5" 0 pipe
1" 0 pipe
k
Permanent Pool Volume, ft3
16,049
15,419
1
Forebay Volume, ft3
3,492
3,198
m
Maximum Fountain Horsepower
1/8
1/8
n
Receiving Stream/River Basin
UT of New
River
UT of New River
o
River Basin
White Oak
White Oak
p
Stream Index Number
19-(1)
19-(1)
q
Classification of Water Body
C, NSW
C, NSW
II SCHEDULE OF COMPLIANCE
1 The stormwater management system shall be constructed in its entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface
2 During construction, erosion shall be kept to a minimum and any eroded areas of the system
will be repaired immediately
Page 2 of 5

Post -Construction Stormwater Management
Permit No SW8 051110
3 The permittee shall at all times provide the operation and maintenance necessary to assure
the permitted stormwater system functions at the design condition The approved Operation
and Maintenance Plan must be followed in its entirety and maintenance must occur at the
scheduled intervals including, but not limited to
a Semiannual scheduled inspections (every 6 months)
b Sediment removal
c Mowing and revegetation of slopes and the vegetated filter
d Immediate repair of eroded areas
e Maintenance of all slopes in accordance with approved plans and specifications
f Debris removal and unclogging of outlet structure, orifice device, flow spreader, catch
basins and piping
q Access to the outlet structure must be available at all times
Records of maintenance activities must be kept and made available upon request to
authorized personnel of DEMLR The records will indicate the date, activity, name of person
performing the work and what actions were taken
Decorative spray fountains are allowed in the pond, subject to the following criteria
a The minimum permanent pool volume is 30,000 cubic feet
b The fountain must draw its water from less than 2' below the permanent pool surface
c Separated units, where the nozzle, pump and intake are connected by tubing, may be
used only if they draw water from the surface in the deepest part of the pond
d The fountain may not be placed into the forebay
e The falling water from the fountain must be centered in the main pond, away from the
shoreline
f The maximum horsepower for a fountain in Pond #1 is 1/8 horsepower, and in Pond #2
is 1/8 horsepower \
No person or entity, including the permittee, shall alter any component shown in the approved
plans and specifications Prior to the construction of any modification to the approved plans,
the permittee shall submit to the Director, and shall have received approval for modified plans,
specifications, and calculations including, but not limited to, those listed below For changes to
the protect or SCM that impact the certifications, a new or updated certification(s), as
applicable, will be required and a copy must be submitted to the appropriate DEQ regional
office upon completion of the modification
a Any modification to the approved plans and specifications, regardless of size including
the SCM(s) BUA, details, etc
b Redesign or addition to the approved amount of BUA or to the drainage area
c Further development, subdivision, acquisition, lease or sale of any all or part of the
protect and/or property area as reported in the approved plans and specifications
d Altering, modifying, removing, relocating, redirecting, regrading, or resizing of any
component of the approved SCM(s), the stormwater collection system and/or
vegetative conveyance shown on the approved plan
e The construction of any allocated future BUA
f The construction of any permeable pavement, #57 stone area, public trails or
landscaping material to be considered a permeable surface that were not included in
the approved plans and specifications
g Other modifications as determined by the Director
7 The facilities shall be constructed, operated and maintained in accordance with the provisions
of this permit, the approved plans and specifications. and the supporting documents attached
to this permit and on file with the Division
8 Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to
operation of this permitted facility, a certification must be received from an appropriate
designer for the system installed certifying that the permitted facility has been installed in
accordance with this permit, the approved plans and specifications and other supporting
documentation Any deviations from the approved plans and specifications must be noted on
the Certification A modification may be required for those deviations
Page 3 of 5

Post -Construction Stormwater Management
Permit No SW8 051110
9 If the stormwater system was used as an Erosion Control device, it must be restored to design
condition prior to operation as a stormwater treatment device, and prior to occupancy of the
facility
10 Access to the stormwater facilities shall be maintained via appropriate easements at all times
11 The Director may notify the permittee when the permitted site does not meet one or more of
the minimum requirements of the permit Within the time frame specified in the notice, the
permittee shall submit a written time schedule to the Director for modifying the site to meet
minimum requirements The permittee shall provide copies of revised plans and certification in
writing to the Director that the changes have been made
III GENERAL CONDITIONS
1 CORRECTIVE ACTIONS REQUIRED If the facilities fail to perform satisfactorily, the
permittee shall take immediate corrective actions This includes actions required by this
Division and the stormwater rules such as the construction of additional or replacement on -site
stormwater systems These additional or replacement measures shall receive a permit from
the Division prior to construction
2 PERMIT RENEWAL A permit renewal request must be submitted at least 180 days prior to
the expiration date of this permit The renewal request must include the appropriate
application, documentation and the processing fee as outlined in Title 15A NCAC
02H 1045(3)
3 CHANGES TO THE PROJECT NAME, PERMITTEE NAME OR CONTACT INFORMATION
The permittee shall submit a completed Permit Information Update Application Form to the
Division within 30 days to making any one of these changes
4 TRANSFER This permit is not transferable to any person or entity except after notice to and
approval by the Director Neither the sale of the protect and/or property, in whole or in part, nor
the conveyance of common area to a third party constitutes an approved transfer of the permit
TRANSFER REQUEST The transfer request must include the appropriate application,
documentation and the processing fee as outlined in 15A NCAC 02H 1045(2) This
request must be submitted within 90 days of the permit holder meeting one or more of
the following
i A natural person who is deceased,
u A partnership, limited liability corporation, corporation, or any other business
association that has been dissolved
III A person or entity who has been lawfully and finally divested of title to the
property on which the permitted activity is occurring or will occur through
foreclosure, bankruptcy, or other legal proceeding
IV A person or entity who has sold the property, in whole or in part, on which the
permitted activity is occurring or will occur
TRANSFER INSPECTION Prior to transfer of the permit, a file review and site
inspection will be conducted by Division personnel to ensure the permit conditions
have been met and that the project and the on -site stormwater system complies with
the permit conditions Records of maintenance activities performed to date may be
requested Protects not in compliance with the permit will not be transferred until all
permit and/or general statute conditions are met
COMPLIANCE The permittee is responsible for compliance with the terms and conditions of
this permit until the Division approves the transfer request
APPROVED PLANS AND SPECIFICATIONS A copy of this permit, approved plans,
application, supplement operation and maintenance agreement, all applicable
recorded documents, and specifications shall be maintained on file by the permittee at
all times
Page 4 of 5

Post -Construction Stormwater Management
Permit No SW8 051110
DIVISION ACCESS The permittee grants Division Staff permission to enter the
property during normal business hours to inspect all components of the permitted
protect
c ENFORCEMENT Any individual or entity found to be in noncompliance with the
provisions of a stormwater management permit or the requirements of the stormwater
rules is subject to enforcement procedures as set forth in NCGS 143 Article 21
d ANNUAL CERTIFICATION The permittee shall electronically submit to the Division an
annual certification completed by either the permittee or their designee confirming the
protects conformance with permit conditions
e OBTAINING COMPLIANCE The Director may notify the permittee when the permitted
site does not meet one or more of the minimum requirements of the permit Within the
time frame specified in the notice, the permittee shall submit a written time schedule to
the Director for modifying the site to meet minimum requirements The permittee shall
provide copies of modified plans and certification in writing to the Director that the
changes have been made
f OTHER PERMITS The issuance of this permit does not preclude the permittee from
complying with and obtaining any other permits or approvals that are required for this
development to take place, as required by any statutes, rules, regulations, or
ordinances, which may be imposed by any other Local, State or Federal government
agency having jurisdiction Any activities undertaken at this site that cause a water
quality violation or undertaken prior to receipt of the necessary permits or approvals to
do so are considered violations of NCGS 143-215 1, and subject to enforcement
procedures pursuant to NCGS 143-215 6
Permit renewed, updated and reissued this the 28th day of January 2022
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Briannnector
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 5

Attachment C - Permitting History
Calvary Assembly of God Church
Permit No SW8 051110
Approval
Date
Permit
Action
BIMS
Version
Description of the Changes
4/11/2006
Original
Approval
10
3/l/2012
Plan
Revision
I I
reallocating impervious area
in on -site buildings, streets,
parking, sidewalks, future,
and other
1/28/2022
Renewal
20
Expires April 11, 2024

DEMLR USE ONLY
Date Re
Fee Paid
Permit Number
frved
3o5(�O CL5 _
Sub$ O I
NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER BAN 18 2022
PERMIT RENEWAL APPLICATION FORM By,_
In accordance with 15A NCAC 2H 1045(3), the current permit holder shall renew their high density permit 180 days
pnor to its expiration Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)
Section 60 (c) This application form is for permit renewals only
A PROJECT INFORMATION
1 State Stormwater Permit
2 Project name
3 Project street address Si`AU (avvn ' Cc...Ch t Zs(
City County
4 What if any, changes have been made to the project as permitted? Y�l`� 11 &
F,
If the project has changed from the onginal approved plans, please complete SWU-101 for a Ma/or
Modification or Minor Modification Application form available at https //deg nc gov/about/drvisions/energv-
m ine ral-la nd-reso u rces/e ne my-m in era I -Ian d-rules/stormwater-program/post-construction
B PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at httos //dec nc gov/about/dwisionslenergv-mineral-land-
resources/energy-mineral-land-rules/stormwater-program/oast-construction State Stormwater Permits do not
automatically transfer with the sale of the property _
1 Current Permit Holders
2 Signing Official's Name
3 Signing Officials Title
4 Mailing Address
city ,\fttksQn�vpkp1
5 Street Address 3 r c
City
6 Phone (_'0 D_) q 3
Email
zIP 2,1My-D
zIP 2 *qo
W
JAN 18 2022 b,
BY—
ThC i
Stormwater Permit Renewal Form Page 1 of 3 May 11 2018

C SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HQW/ORW) Only applications packages that
include all required items listed below will be accepted and reviewed
Inrtrgl each item below to Indicate that the required information Is provided In the application package
�/1/� 1 A permit application processing fee of $505 00 payable to NCDEQ
44— 2 One original signed hard copy and one electronic copy of this completed form The signing official
named on this application to represent the current permittee must meet one of the following
a Corporation — a principle executive officer of at least the level of vice-president
b Limited Liability Company (LLC) — a manager or company official as those terms are defined
in G S 57D "North Carolina Limited Liability Company Act,"
c Public Entity — a principal executive officer, ranking official, or other duly authorized employee,
d Partnership or limited partnership — the general partner,
e Sole proprietor, or
f Letter of authorization signed by one of the signatories noted in a — e above authorizing the
signature of another entity
3 One hard copy and one electronic copy of recorded documents required by the original permit that
have not yet been received by DEMLR, including deed restrictions, protective covenants,
condominium/planned community declaration and easements If the project has been built, include
documentation that the maximum BUA per lot or maximum total BUA has not been exceeded If
the project has not been built, include a signed agreement that the final recorded deed restrictions
and protective covenants will be submitted at a later date
4 O&M Agreements, Please select one
❑ I have a copy of the current recorded O&M Agreement for all SCMs, and I will continue to
keep this on file with the permit, or
® I do not have a copy of the current recorded O&M Agreement for all SCMs and am
requesting a copy be sent tome I agree to keep this on file with the permit
5 Designer Certifications, Please select one
A copy of the certification(s) confirming that the project was built in accordance with the
approved plans have been previously provided to the Division, or
❑ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans are enclosed, or
❑ The project has not yet been built
6 (IF APPLICABLE] If the project has been built, one original hard copy and one electronic copy of a
signed, sealed, and dated letter from a licensed professional stating that the SCMs have been
inspected and that they have been built and maintained in accordance with the permit
7 (IF APPLICABLE] When the permittee is a corporation or a limited liability corporation (LLC)
Provide one hard copy and one electronic copy of documentabon from the NC Secretary of State,
or other official documentation, which supports the titles and positions held by the persons listed in
Secbon C 2 per 15A NCAC 2H 1043(3)(b)
https //www sosncgov/online services/search/bv title/ Business Registration
K,— —__
=q_P= 1 filar , i{
JAN 18 2022
BY
Stormwater Permit Renewal Application Form Page 2 of 3 May 11 2018

D PERMITTEE'SftCE1RTIFICATION
n
I, ICnAa )A /im+honv n [ ti the person legally responsible for the permit, certify that I have
a copy of the Permit and O&M Agreement on site (or I wilt obtain a copy and it will be kept on site), that I am
responsible for the performance of the maintenance procedures, and the site has been and will be maintained
according to the O&M Agreement and approved plans I agree to notify DEMLR of any problems with the SCMs
or built -upon area and to submit the proper forms to modify or transfer the permit prior to any changes to the
project, SCMs, or ownership All infor air provided on this permit renewal application is, to the best of my
knowledge, correct! mplete
Signature Date
NOTARIZATION
I. 5usor M©VV- One.
rr�
ova nolitA& V Cot
that t'�oNcA � ov\,1 Vj3eC
this the I .t.A day of VCw� r
execution of the forgoing instrument Witness my
(Notary Seal) �{Vj
Notary Signature /1 l 1
My commission expires i. w ' 2 ,�
a Notary Public for the State of
of l)✓tSloua do hereby certify
personally appeared before me
20 2)_, and acknowledge the due
and official seal,
SUSAN MONTONEY
NOTARY PUBLIC
ONSLOW COUNTY
STATE OF NORTH CAROLINA
JAN 18 2022
BY
Stormwater Permit Renewal Application Form Page 3 of 3 May It 2018

Permit No
(to be provided by DWO)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form niav be photocopied foi use as an or iginal
DWO Stormwater Management Plan Review
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details
I PROJECT INFORMATION
Project Name
of God Church
Contact Person John L Pierce (John L Pierce & Associates, PA) Phone Number L910 ) 346-9800
For prolccts with multiple basins, specify which basin this worksheet applies to
Stormwater Pond 1
elevations
Basin Bottom Elevation 3750 ft (floor of the basin)
Permanent Pool Elevation 4450 ft (elevation of the orifice)
Temporary Pool Elevation 4651 ft (elevation of the dischaige structute of erfloiv)
areas
Permanent Pool Surface Area 6,451 sq It (water surface area at the of ifice elevation)
Drainage Area 1003 ac (on -site and off -site drainage to the basin)
Impervious Area 4 14 ac (on -sue and off -site drainage to the basin)
volumes
Permanent Pool Volume 16,049 cu ft (combined volume of main basin andforebay)
Temporary Pool Volume 15,478 cu It (volume detained above the permanent pool)
Forebay Volume 3,492 cu ft (appi onmately 20% of total volume)
Other parameteis
SA/DA 1 14655 (surface area to drainage area ratio from DWQ table)
Diameter of Orifice 1 50 in (2 to 5 day temporary pool draw -down required)
Design Rainfall 1 in
Design TSS Removal 2 90 % (minimum 85% requu ed)
Fenn SWU-102 Rev 3 99 Page I of

Footnotes
I When using the Division SA/DA tables the correu SA/DA tatty for permanent pool sizing should be computed based upon the
actual impernous % and permanent pool depth Linear interpolation should be employed to determine the e orreu value for non-
standard table entries
2 In the 20 coastal counties the requirement for a Vegetative filter may be waived it the wet detention basin is designed to provide
90% TSS removal The NCDENR BMP manual provides design tables for both 35016 TSS removal and 90% TSS removal
II REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N C Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section 15 A NCAC 2H 1008
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached It the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below If a requirement has not been met, attach justification
Applicants Initials
hill a
7W-A/ b
ltil/ e
DttAl d
The permanent pool depth is between 3 and�feet (required minimum of 3 feet)
The forebay volume is approximately equal to 20% of the basin volume
The temporary pool controls runoff from the design storm event
The temporary pool draws down in 2 to 5 days
If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
f The basin length to width ratio is greater than 3 1
g The basin side slopes above the permanent pool are no steeper than 3 1
h A submerged and vegetated perimeter shelf with a slope of 6 1 or less (show detail)
I Vegetative cover above the permanent pool elevation is specified
j A trash rack or similar device is provided for both the overflow and orifice
k A recorded drainage easement is provided for each basin including access to nearest right-
of-way
1 If the basin is used for sediment and erosion control during construction, clean out of the
�j/ ^ / basin is specified prior to use as a wet detention basin
in 'A mechanism is specified which will dram the basin for maintenance or an emergency
Pvfn F
Ill VET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided
This system (check one) 0 does oes not incorporate a vegetated filter at the outlet
This system (check one) 0 does does not incorporate pretreatment other than a forebay
Form SWU-102 Rev 3 99 Page 2 of 4

Maintenance activities shall be performed as follows
I After every significant runoff producing rainfall event and at least monthly
a Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition
b Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed
2 Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed
3 Inspect and repair the collection system (I e catch basins, piping, swales, riprap, etc ) quarterly to maintain
proper functioning
Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below) Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (I e
stockpiling near a wet detention basin or stream, etc )
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments
When the permanent pool depth reads 525 feet in the main pond, the sediment shall be removed
When the permanent pool depth reads 450 feet in the forebay the sediment shall be removed
BASIN DIAGRAM
Yt11 to the blanks)
Permanent Pool Elevation 44 50
Sediment Removal El 40 00 1 75%
`------- / Sedmi�nt Removal Elevation 39 25
Bottom Elevatiop 3850 25 /„ — — — — — —
FOREBAY
Bottom Elevation 37 50
MAIN POND
5 Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface These
plants shall be encouraged to grow along the vegetated shelf and forebay berm
6 If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical
Form S WU-102 Rev 3 99 Page 3 of 4

7 All components of the wet detention basin system shall be maintained in good working order
I acknowledge and agree by my signature below tbat I am responsible for the performance of the seven
maintenance procedures listed above I agree to njoly DWQ of any problems with the system or prior to any
changes to the system or responsible party
Print name Ronald Koebbe
Title President Calvary Assembly of God Church Inc
Address 3980 Gum Branch Road,=Jacksonville, NC 28540
Phone (910) WiNAl 938-7017
Signature --ILI�=gsltrd
Date ',
Note The legally responsibly party should not be a homeowners association unless more than 50% of the lots have been sold ind a
resident of the subdivision has been named the president
1, 6ea Notary Public for the State of -)�g# /,/IL/ b"' ,
County of , do hereby certify that r( 61Vl,2 col A Ko tP L b --
personally appeared before me this _� dayof
9Gr ,and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements Witness my hand and official seal,
STY B(j
NOTg9� �
=Z p
<0 J13LIC V
7P 0
SEAL
My commission expires Id/-)YOk
/
&OA4e4l"�
Form SWU-102 Rev 3 99 Page 4 of 4

Permit No
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details
I PROJECT INFORMATION
Project Name Calvary Assembly of God Church
Contact Person John L Pierce (John L Pierce & Associates, PA) Phone Number (910 1 346-9800
For projects with multiple basins, specity which basin this worksheet applies to
Stormwater Pond 2
elevations
Basin Bottom Elevation 3800 ft (floor of the basin)
Permantnt Pool Elevation 4400 ft (elevation of the of ifice)
Temporary Pool Elevation 4531 ft (elevation of the dischaige structuie overflow)
aieas
Permanent Pool Surface Area 6,086 sq ft
Drainage Area 238 ac
Impervious Area
159 ac
(water surface area at the orifice elevation)
(on -sue and off -site drainage to the basin)
(on -sate and off sue drainage to the basin)
volumes
Permanent Pool Volume 15,419 eu ft (combined volume of main basin andfoiebay)
Temporary Pool Volume 8,933 eu ft (volume detained aboi e the permanent pool)
Forebay Volume 3,198 cu ft (appi owmately 20% of total volume)
Other parameters
SAIDA 1 3 748 (surface area to drainage area ratio train DWQ table)
Diameter of Orifice 100 in (2 to 5 day temporary pool drain -down required)
Design Rainfall 1 in
Design TSS Removal 2 90 % (minimum 85%requned)
Fonn SWU 102 Rev 3 99 Page] of4

Footnotes
I When using the Division SA/DA tables, the correct SA/DA ratio for pernianent pool sizing should be computed based upon the
actual impervious % and permanent pool depth Linear interpolation should be employed to determine the correct value for non-
standard table entries
2 In the 20 coastal counties the requirement fm a vegetative filter may be waived it the wet detention basin is designed to provide
90% TSS removal The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal
II REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N C Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section 15 A NCAC 2H 1008
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below If a requirement has not been met, attach justification
Applicants Initials
a The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet)
b The forebay volume is approximately equal to 20% of the basin volume
c The temporary pool controls runoff from the design storm event
d The temporary pool draws down in 2 to 5 days
e If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
f The basin length to width ratio is greater than 3 1
g The basin side slopes above the permanent pool are no steeper than 3 1
h A submerged and vegetated perimeter shelf with a slope of 6 1 or less (show detail)
i Vegetative cover above the permanent pool elevation is specified
I A trash rack or similar device is provided for both the overflow and orifice
k A recorded drainage easement is provided for each basin including access to nearest right-
/ of -way
1 If the basin is used for sediment and erosion control during construction, clean out of the
basin IS specified prior to use as a wet detention basin
in A mechanism is specified which will dram the basin for maintenance or an emergency
Pin
III WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided
This system (check one) 0 doeses not incorporate a vegetated filter at the outlet
This system (check one) 0 does does not incorporate pretreatment other than a forebay
Form SWU-102 Rev 3 99 Page 2 of 4

Maintenance activities shall be performed as follows
After every significant runoff producing rainfall event and at least monthly
a Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition
b Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed
Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed
Inspect and repair the collection system (I e catch basins, piping, swales, riprap, etc ) quarterly to maintain
proper functioning
4 Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below) Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (I e
stockpiling near a wet detention basin or stream, etc )
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments
When the permanent pool depth reads 450 feet in the main pond, the sediment shall be removed
When the permanent pool depth reads 450 feet in the forebay, the sediment shall be removed
BASIN DIAGRAM
ill in the blanks)
Permanent Pool Elevation 44 00
Sediment Removal El 39 50 75 u
--- Sediment Removal Elevation 39 50
Bottom Elevation 3800 25%----------------------- 7L
Bottom Elevation 38 00 ?,0/
FOREBAY
MAIN POND
5 Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface These
plants shall be encouraged to grow along the vegetated shelf and torebay berm
6 If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical
Form SWL 102 Rev 3 99 Page 3 of 4

7 All components of the wet detention basin system shall be maintained in good working order
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party
Print name Ronald Koebbe
Title— re¢ad=-- Calyary Aseemhly of GQd Church Tn
Address _3980_GiunaBranch Road Jacksonville, NC 28540
Phone
Signati
Date
Note The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdn tston has been named the president
a Notary Public for the State of
County of do hereby certify that /iq2 k kl&
personally appeared before me this fS day of(Oe1,(2ZZZ,o ZJS , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements Witness my hand and official seal,
SEAL
My commission expires Zo Ai Jhd
Form S W U-102 Rev 3 99 Page 4 of 4

State Stormwater Management Systems
Permit No SW8 051110
Calvary Assembly of God Church
Stormwater Permit No SW8 051110
Onslow Countv
Designer's Certification
as a duly registered '_o , -ae5r
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
for(,yy f&f'Owner) hereby state that, to the
best of my abilities, due care and diligence was used inthe observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications
The checklist of items on page 2 of this form is included in the Certification
Noted deviations from approved plans and specification
Signature
Registratu
Date 4.1/6L /
Page 7 of 8
101rjV2/
ECE1V'-
OCT
BY �—

State Stormwater Management Systems
Permit No SW8 051110
Certification Requirements
„1 The drainage area to the system contains approximately the permitted
acreage
%(L2 The drainage area to the system contains no more than the permitted
amount of built -upon area
3 All the built -upon area associated with the protect is graded such that the
runoff drams to the system
�7 4 All roof drains are located such that the runoff is directed into the system
ZryZ5 The outlet/bypass structure elevations are per the approved plan
;?Ylf/6 The outlet structure is located per the approved plans
,UkZT Trash rack is provided on the outlet/bypass structure
�f /8 All slopes are grassed with permanent vegetation
Vegetated slopes are no steeper than 3 1
,/10 The inlets are located per the approved plans and do not cause short
-
arcurtmg of the system
11 The permdted amounts of surface area and/or volume have been
provided
ZYU/ 12 Required drawdown devices are correctly sized per the approved plans
Z&1Z13 All required design depths are provided
�.1/14 All required parts of the system are provided, such as a vegetated shelf,
and a forebay
15 The required system dimensions are provided per the approved plans
cc NCDENR-DWQ Regional Office
Onslow County Building Inspections
/gJ�P�i"?ca2J !�OTZ'i
w
Page 8 of 8

Inspection Report
,O: Calvary Asserribly of Cod Church
not David K. Newsom, PE
DeEe: October15 2021
Re: Calvary Assembly of God
Conducted on -site inspection this date In general, both ponds appear to be adequately
maintained, wflh minor maintenance required as follows
Pond 1 (Southeast Comer of Site)
1) Pond normal pool elevation appears elevated several inches due to restricted flow in the
W outlet pipe beneath Gum Branch Road As this pipe is owned by NCDOT, we
suggest calling them and requesting they remove any downstream flow restrictions such
that the pond may "bleed down' to the design Permanent Pool Elevation

2; The elevated pond elevation has caused sore erosion in the vicinity of the Outlet
Strumm. once the Permanent Pool Elevation has been restored, we suggest having
cur landscaper repair (fig) the eroded arms.
• Page 3

WETLAND LANE TABLE
LINE
LENGTH
BEARING
VIII
22.87
^W
W2
19.24
N 73*46"W
W3
44.44
03' 4"
W4
8.07
N22 9'11'
W5
28.15
901'40"
w6
13.29
N 4 '0 "W
W7
20.38
'4
w6
19.71
N7r33257E'
W9
26.84
N '1
W10
30.38
'
W11
26.01
N5254461
1111112
6.82
N4909'0 "
W13
126.16
"Wf
WI4
342.59
8' "Wt
101115
16.96
W18
27.21
s6r38,3emw
W17
51.27
•W
W18
21.35
1 ' 1'4 "
wig
27.85
W20
37.73
'1 '
W21
29.44
4
LNE TAKE
LDIE
BEARING
LENGTH
L7I
N 2*2eE
1 44,14
LZ
I N6t"29'35"W
1 213.98
I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS
1 DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
1 20' D.&U.E. MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN 4' PERIMETER LAWN LINE NOTE:
28\' HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE OSCAR N. HARRIS
� CLEARLY INDICATED; THAT THE RATIO OF PRECISION D.B. 1417, P. 517 THERE IS AN EXISTING NATURAL WOODED AREA HERE.
1 M.B. 35, P. 186, SL. J-693 THE DENSITY AND WIDTH MORE THAN EXCEEDS THE
1 1 AS CALCULATED IS 1:10,000+• WITNESS MY (VACANT) REQUIRED 4' AND IS TO REMAIN IN PLACE AND ACT
1 THISORIGIN DA OF LICE NUMBER �QN�CAO'','' AS THE 4' PERIMETER LAM +w.w w.as
? � �. p ppESS%\�/ �i, 47 404 WETLANDS
I�YJ
? ? �_, GhQ vw -1+a.x .n.n .a.« r - "sills \`-
? JOHN L PIERM L-2596 = SEAL �i = j"
L- '38 0"3M 1378.56' _ — - +"w 89
4
4 — — — — — — — — — — — — — — —
47\ ? ! S 29.38'50" W 886.95' S 29'38 50 W 491.61 4 PERIMETER LA INE
1 / PIE C3 +47.sz +n.n
? ) /f'$f111111\I� , \ I +a.x W17 C2 +n.«
J
PROPOSED 4' SEWER LINE� ti
PROPOSED I +wa \ , , 1 / (jam°..,
GRINDER k PUMP TANK g +4a2n 1 x
+n.00 / I I x I i I
1 ♦Q.p ZI / +10.23 +.631 I
+s7.a 15 261 ? rn ! TYPE 'B" BUFFER YARD TOI I x I
? W ' E INSTALLED OR LEAVE A i biI i wnz am / / s7.n
J / EIS 1 NATURAL BUFFER I !e s: b �n
x
IN
Z�I
I • 1
/.+a7.m +a)72 +47.m .12 III 0 D Z
y N 1 I I+w« 0
-A«
\ \ ? FORMER LOT LINE i aI / / A / / � I � n�`I
— 4B'� _ 49� _ _
--------------------------- �- — �za2r-- ---- ---- ��
----------- . +a
2S� 1\S �----------------------- I- - -_ -'- -'- -. - 3 TE-?tI VICE \ T
_ — — — — — — i +s7.« +s7n I nn sab.TC� _ ' +atR9 -r.n«- . — . —! — . — —
DEERFEID, SECTION 111 1 1 {_ _ � _ _ — -- - - 4a n 5,o - - '-
1 E10STOM, CHAINUNK FENCE I — I \ • 's7's' \ °a 1 - C•'_o'U______
M.B. 22, P. 79. SL. B-347 _ I /+*^�- - - - = x x — x — x — z x — x �.e 5 DJ
RESIDENTAL SUBDIVISION r — -"�� _ �Jj I . ASPHALT
1 1 x - _ �j4A 2.« v1� wa g,y +a�sz nn aaw
+a7EXISIING SWALE 312 WIDE ft w saxa
+s7.® =or --_ - +�, K 'sm 1'y."-�`I!' �.7',j..' / as/� 7 P
1 I' CALVARY ASSEMBLY OF GOD CHURCH, INC. /� o� 6DD
1 ? D.B. 1417, P. 856 /
/ 1 ? M.B. 49, P. 10, SL. L-868 i X w, 49 - -!�
i? i 873,296.03 SF (20.05 ACRES) j/ I ��� EXISTING CHAINUNK FENCE � � f _ 4e— OPOSED 5
/N I ZONED B-1 and 0&1 i x N 22,0' �_AB� �7, m �„•: 5 --_� ASPAAIT� PEDESTRIAN WAY ==> ,
CHURCH - SCHOOL ; 1 t7 �j(1--o I
PLAYGROUND 1- I\ 3 a 9 o :mil �� r P 1 T L[
/ / ? h AREAS b
C �a.o > \ ('I " �!_ex
I/
i
/c
0
y 1 ! 7I — B V 4 W v I�'. 5 ,nn, ynp Ci-' ASPHALT 9.5, 9 I
/ 1 i ax '�� PLAYGROUND AREA S L4 ;, i n V U -=- MMTNG WAIM SERVICE .-.7TM — }; W.M.
li: _
2 ? \\ o "� \ Ir'-O aal-1
DEERFIELD. SECTION III STORAGE j x y= J \+ �' - I - S E705T`." 1
METAL IiUSpARKI1IG \I 1cz3 \`\\\ ,I? I I a-/Bld
M.B. 22, P. 79, SL. B-347 1 ! RI ." 1 /'• z \ ",Ss.,. � �� < N
(RESIDENTAL SUBDIVISION 1 SHEDS / w / y..-. 19.0 ,9.o ti`11 t SIGN
I
/ TIN SH / /�p\.F vFiz b"'f•`. 3: R za.a' za.o-x-I i,1Jl
S. . EXISTING 5' CONIC WALK �caNcc I x o nccxec 11aX _» 18I I rP
�a XW V
TYPE "B" BUFFER YARD EDPyr - I T
` I ; A NATURAL BUFFER / X— i X -- `- r si u S.T./A 7. - j-S-J „
` y it. 11X� '-1 I pu� t� EXISTING 1-STORY L- EXIST. 1-STORY ,.3 RAO •_._ "
/ 1 j ` I-1�� 1 JVI, I�� METAL BUILDING METAL BUILDING
EIS % roILI, 1 F.F. ELEV.- 49.50' (7,500 SQ.FT.) 10 --- .
J L" \'Ir j'I' n L� m (13 CLASSROOMS. K-4TH) e�� F.F. ELEV.= 49.50' D'��_ ASPHAILT}G'=
Ld;J € HEIGHT OF BLDG.16 6' HEIGHT OF BLDG. 18 6 '°E:
EXIST. 5' CONC WALK 230.3' '' TTON TL i NV.-46 52'a-
/ DULIP57EA W1111 2�',y\/� zl r eM .-" •�•x,.wr-'T'...^'.� ,"� 11^ . ^"�^:^ • >•-.
XISTING
10'E•x19' 717
DUMPSTER PAD ImoV4\
EXISTING ASPIMLT / � � I'q`-..i �,l��1,.,1P AIZOST. WATER SERV CE II3' Rain-
10' DRAINAGE &UTILITY EXISTING ` SERVTCE-'� / / a EXIST 8' HIGH vNri PRIVACY EXISTING rtPE'B' 9.5' a OS�
i TYPE "B" BUFFER YARD CURB PARKING BUMPERS BUFFERYARDI
I 12 Q3' G }---------
EASEMENT-
/ i I LOADING ATE 1 I 30 1 3' RADA-11 o - --s--
/::._.._.._.._.._.._.._.._.._.._.._..-.._..-.._..-.._.._.._.._.._.._.._.._.._.._.._.._.._..-.._.._..-.._.._.._.._.._.._.._.._.._.._.._.._.._._.._.._.._.._.._.._.._.._.._.._.._.._...._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._..i.._..11
3_.._.._.._..� t t a ���;.- - GATE
CURBING _
ONE
J_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
EIS - -----�------=`-r =---- -- - -- - �c �e
pw
- - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - -
- - - - - - - N 29'41 58 E i 197.72 - - - - - _ IS SHED-,- N 29'39'12" E 246.02' / I
- - - - - - - - - -
1 / ,-, T — — — SWALE t1Y WwE T — — 9—o'x3.2• — — — z.6'�s.lr — — — — — — — —
/ 15'DRAINAGE,-----------------7-- 25DRAIN- q/ ~ Ay 1 $1ORYI I 9 / I I I - -- —
/ — — — — — i / / _ _ i _____ I / EIEC. �X ( ELEC. 80jL� METAt��,;HIGH
---------------------- gy�ppI/ _
191 / / DEERFIELD, SECTION II - �- y I6 / l V I - I 1 ? -- - SHED / PRIVACE FEED
t2nuTY & l / unuTr & / ' + —
`/ CABLE N / �1� 1 M.B. 22, P. 2a, SL. 8-292 ' / / �'"� { IKX15E I ? ! -_--,' \_-/ I 101 I -STORY 12\ / _--
RESIDEN7AL SUBDIVISION / CABLE TV I t y L_- �.[/_ I ' ? ��g ' I -_-1 T-_-- �,./ I I HWSE I \ 1 '-S*sr
DRY l / I
EASEMENT / 1 ( L )/ EASEMENT / I /5� /'/ 1J�, ' T1HcY /7) ? j ' ? I -STORY I I ? t I t / f I J j ' 1 &'UTIUTYGE I
121 '-_J'DRIrA� / I J wA1ERUNE \ I / I I HOUSE ; I ?'gY? I �1i I-`'--.� EASEMENT ?
DEERFIELD, SECTION VII - ` / 81 I I I I - /
DEERFIELD, SECTION 11 / % / ` J B. 25, p SECTION VII / \ / ,
1 / \ M.B. 22, P. 24, SL. B-292 / /M.B. 25, P. 20, SL. D-208 �? I \ ` - - ? I M.B. 25, P. r20, SL. D-208
/ \ J \\ (RESIDENTAL SUBDIVISION) / 41 / 51 // /4671299- - -_1 --__ I - (RESIDENTAL SUBDIVISION)
\ "Op-41e3 a a-1rr 6•P1C sAN. -
If ------- — — — I
/M,1,_'�' MILESTONE COURT -I
/FH_- _ - _ - - - 40' R/W (PUBLIC) N.C.S.R. 1967 /
1 11 ,� `14
/4
- -�-�
11
11
11 W;m l/
// 021-3
j TOx-49.39-
MV.-40.14'
REF: D.B. 1417, PG. 858
D.B. 1544, PG. 41
M.B. 49, PG. 10, SL L-868
N � I •,
ASPHALj
4' RAQ '� •,
3
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VICINITY SKETCH - NOT TO SCALE
LEGEND:
EIS - EXISTING IRON STAKE
SIS - SET IRON STAKE
EIP - EXISTING IRON PIPE
ECM - EXISITNG CONCRETE MONUMENT
CC - CONTROL CORNER
EPK - EXISTING PK NAIL
SPK - SET PK NAIL
END>- EXISTING NAIL
r)- BENCHMARK
- CENTERUNE
R/W - RIGHT OF WAY
EDP - EDGE OF PAVEMENT
MBL - MINIMUM BUILDING LINE
BOG - BACK OF CURB
CO - SANITARY SEWER CLEAN -OUT
WM - WATER METER
PP - POWER POLE
LP - UG14T POLE
PPT - POWER POLE WITH TRANSFORMER
SL - SECURITY LIGHT
GW - GUY WIRE
CS - CATCH BASIN
DI - DROP INLET
JB - JUNCTION SOX
RCP - REINFORCED CONCRETE PIPE
INV - INVERT
FES - FLARED END SECTION (PIPE)
AC. - ACRE(S)
SF - SQUA E FEET
D41W7- WATER VALVE
DG W -IRRIGATION VALVE
FOC - FIBER OPTIC CABLE BOX
TUB - TRAFFIC LIGHT BOX
TB - TELEPHONE BOX
NTS - NOT TO SCALE
MIN - MONITORING WELL
SSMH - SANITARY SEWER MANHOLE
D&UE - DRAINAGE & UTILITY EASEMENT
DU&AE - DRAINAGE, UTILITY, & ACCESS EASEMENT
D.B., PG.- DEED BOOK, PAGE
M.B., PG.- MAP BOOK, PAGE
--UT-- - UNDERGROUND TELEPHONE LINE
--UE-- - UNDERGROUND ELECTRICAL LINE
--E-- - OVERHEAD POWERUNE
-X---- X- - FENCE
-qqS--F��- - SILT FENCE
- FIRE HYDRANT
�pp - POWER POLE
LP - LIGHT POLE
O- SANITARY SEWER MANHOLE
HC - HANDICAP
�HCPS - HANDICAP PARKING SIGN
Lk - HANDICAP PARKING SPACE
—� - HANDICAP RAMP
- PAINTED STOP BAR
G gORlil
STOP
STOP SIGN
11 EXISTING
S TORMWATER PONDIz I
SI
1 ;1 i i 11 III I
• • -GRADING LIMITS LINE
®
N
CPS - COMPACT PARKING SPACE
1EPK ;I I
=100-- PROPOSED TRAFFIC FLOW
=J- EXISTING TRAFFIC FLOW
aSBCF - STEEL BOUARD WITH CONCRETE FILL
- - •
�� ; 1 1 '1 I
INT. 000 - INTERIOR LANDSCAPING
I
1 1
EXT. 000 - EXTERIOR LANDSCAPING
N 29'38'26" E 190.92'
EI ;1 iti
+17.47 -EXISTING SPOT ELEVATION
I 1 1 11 I
I
11I - PROPOSED GRADE
MEG - MATCH EXISTING GRADE
HOMER
4rxA\¢
EXISTING C.I. I
�-' TOP-48.46'
TC-0.00 - PROPOSED GRADE AT TOP OF CURB
1, P 698
D.B. 721, P. 698 o
`•' i
rsen[
I INV.-42.68' I
��
TW-0.00 -PROPOSED GRADE AT TOP OF WALK
(OFFICE)
-- _
I
r__
I 1 I•
DBL. - DRAINAGE BREAK LINE
11
I 1 a,
J n
;
I 1 - DOLIEd"CONCRETE BLOCK FILTER
N
iii------iii
-----�
' I I I
r` - CURB INLET PROTECTION
I I
I
I t �
I I I
EPK - �ARgGONq gL VD _
I
—
ValAPOOVED
ss�;
��` /PTHAROLINA ENVIRC7NMENTAL I
c o MANAGEMENT COMMISSION Fig t ?012
DIVISION OF WATER QUALITY
6w8 051110 U-� 3/111a—
EXISTING CONDITIONS
FOR
CALVARY ASSEMBLY OF GOD CHURCH
PREPARED FOR
CALVARY ASSEMBLY OF
GOD CHURCH, INC.
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
SITE ADDRESS:
JOHN L. PIERCE & ASSOCIATES, P.A.
3980 GUM BRANCH ROAD
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
EXISTING SITE DATA:
NUMBER OF LOTS - 1
PHONE: [phone] DATE: OCTOBER 11, 2011
NUMBER OF EXISTING BUILDINGS - 3
OWNER/DEVELOPER
SCALE: 1"= 60' F.B. 561, PG. 1-7
EXISTING USE(S) - CHURCH & SCHOOL
CALVARY ASSEMBLY OF GOD CHURCH INC.
JOB #2011-14149 FILE NAME:
SQUARE FOOTAGE OF EXISTING BUILDING(S) - 33,238.86 SQ.FT.
SITE ZONING - B-1 and Odd
3980 GUM BRANCH ROAD
JACKSONVILLE, NC 28546
GRAPHIC SCALE
TOTAL ACREAGE - 873,296.03 S.F. (20.05 ACRES)
910-938-7017
- - -
ACREAGE IN ACTIVE RECREATION SPACE OR OPEN SPACE - 0
txt 0 30 00 120 240
NUMBER OF LOTS - 1
OWNERSHIP STATUS (RENTAL, CONDOMMIMUMS, ETC.): OWNER
MAP BOOK AND PAGE NUMBER - M.B.49, PGAO, SL L-868
DEED GOOD AND PAGE NUMBER - D9.1417, PG.888
TAX MAP AND PARCEL NUMBER - 330-27.3
( 1NnET
U71UTY COMPANY - ,TONES-ONSLOW EMC
CURRENT LAND USE DESIGNATION: COMMERCIAL & INDUSTRIAL
I inch = 60 & SHEET 1 OF 5
G:\Projects\Colwry Assembly of God Church - New Gym\dwg\Bose.dwg 2/10/2012 1:49:26 PM EST

W
4:
WETLAND LINE
TABLE
LINE
LENGTH
BEARING
WI
22.87
S 9• '50"W
W2
19.24
"W
W3
44.44
N7 '03'54"W
W4
8.07
N •3 '1 "
W5
28.15
1'40"
W5
13.29
N 4' 4'08'
W7
20.38
N '35'4 "
we
19.71
N77 5N
W9
26.84
N 1
1111110
30.38
N 37'3 '
W11
26.01
NS 'S4.46"
WW2
6.82
N4 '0 "
W13
126.16
'S "W
W14
342.59
"W
W15
16.96
S47'56'06w
W16
27.21
W17
51.27
7 "W
Wig
21.35
N1 ' 1'4 "W
W19
27.85
•
W20
37.73
W21
29.44
1
OIL
f ' i ;a ryc4Fs j�+.
aaf.�{a � yyll' 2 r
cA ay A 1 I 1 III 1 +C,1, U2� PARAR
KED ysel/RC
EIP
_ _
-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
/l---------------- --- S 29'3850 W W-ElI 4 PERIMETER LA NE f{ {�.M 111
---p . -- � - 'W' --- --a•.,.r----r------ - - a i.,l 1 j 1 1 II INOV= OS S
� b�4ab
27 I 1 S 29'38'S0" W 886.95' v i�0 �( +Gull £ aa.4• Sr g ttt
i� p ,SLR•,.•• . , .m.a 4 B6 III Io 1 I 1 I I' I EXISTING C.I. SITE
C3 .a.x +47.a\ ,III I 1 1 1 It TOP_48.5S
I t0 I II IIIHIIVVV` will C2 ,2o' 'Flea ly 1 I I I 11 INV.-44.02' 'IR4p�4
I j , I +.r.m sa,Rf&4;
I 1 I I "uNrmc a:FEx DR.
D 11 EXISTING C.I. ID
1 A PROPOSED 5' WADE SIDEWALK I V46.1 C ♦r.e) 1'1 II TOP-48.50'(SIDEWALKS TO BE FLUSH WHERE THEY CONNECT. i PROPOSED 4' SEWER UNE+4'41'INV.-43.83'
+�� -� +u.aa <�j "RO' a,,,, ' `, I „ T yyy 1 I VICINITY SKETCH NOT TO SCALE
- W EXISTING CHAINLINK FENCE TO BE MOVED i0 OUTER , PROPOSED gOF BUILDING 24.o•y m T x 11 I
h EDGE OF SIDEWALK AS NEEDED. I S 75'0" +4"° 1 124' pIp I I 1 0 I LEGEND:
GRINDER & PUMP TANK rnt ,�a +w.n ^ �� 1 1 1 I 1 1 I II
I N �I ' a4ru + ~ an.w v .6 �mf1A +4esr NwIlr 46.55R� } IISI� I IIZ IF +11 I 1 II I EIS - EXISTING IRON STAKE
I I 11 o^I I I rn• I I 11 SIS =SET IRON STAKE
y j i d r m I I 12 lF t8" 1 I II 11 I m CC - EXISTING IRON PIPE
/` I h < o +a.m x HTOP-48.8 1'x 11 I'� I I 1 1 I CONTROL CORNER
26 TYPE "B" BUFFER YARD TO I I I - - - - - I II I 11ck H- 11Z; I x ECM CONTROEXISITNL
CONCRETE MONUMENT
J E INSTALLED OR LEAVE A JS euJ 11 I 1It
I j' , I ^� �; Po �{.,..,., ♦roat PROPOSED ABPHALT m w 1 4w' vl W.
1 �\ z SPK - SET PKG PK NAIL
EIS NATURAL BUFFER !tl<1 i Z p g < / (PXR ONLV DRIVE) 1 d x i (t}f1t �' •II 91 1 I EN®= EXISTING NAIL
/ W j I I +ar. A• W� 0 LL Il) ,,j o o v;i I / +a.n C 4a.26 X I I�f II m 1 I�I 1 N o- a va, (BM) .
40� ,1�1 f BENCHMARK
' N ON i a4Am II O �I 'NI 1 IR I 0
I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN V PERIMETER L AWN LINE NOTE:
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE OSCAR N. HARRIS
CLEARLY INDICATED; THAT THE RATIO OF PRECISION D.B. 1417, P. 517 THERE IS AN EXISTING NATURAL WOODED AREA HERE.
AS CALCULATED IS 1:10,000+; WITNESS MY M.B. 35, P. 186. SL. J-693 THE DENSITY AND WIDTH MORE THAN EXCEEDS THE
(VACANT) REQUIRED 4' AND IS TO REMAIN IN PLACE AND ACT
ORIGINAL SIGNATURE, UC RE NUMBER AN (�INI�W AS THE 4' PERIMETER LAWN e.a 5' HIGH x 12' WIDE
THIS_ DAY OF ` AP p �*�A ° , a4w00D BARRIER
.. /� _ �`��P.+FESS/p''•ti/iL�i - -47
/
�? �00 'L • 9 - +.zx +47.17
404 WETLANDS 810
I e SEAL Re _
I JOIN L. PIER .L.S. L-2596 44„•
I EIS = 9'38' _ W 1378.56' W14 9
LINE TABLE
e O,H
I I
I +.a.n i
/ of F551
I '/ I �I n
\ !1
cnDeleD I TIT 111,117,
I
m
n
... �'+
•ion D, } m $
a N 11 �,.
'' p " LL. y�
LL:
a TA <
, W � G
w �`�
+4424 I +.a.4 m\
4am
21 �u \
24" CURB & GUTTER,
brTYPICAL \
z x
>o a { + n{
H
g I I
�l �' J9
�NTxT1 I I
I I I y1I> x (� .CENTERLINE
F i g 1 I IY 4 I µ : R/W - RIGHT OF WAY
I I I 1 I 11 D EDP - EDGE OF PAVEMENT
11 g 1 I I�1 MBL - MINIMUM BUILDING LINE
� 1 I 1 I(�JI i1 � 5
{>_ 1 ICI1 Boc -BACK of CURB
_ c4u,r•ev KYCO nl t•Y-NIT
LIRE
BEARING
lENG1H
Li
4'
44.14
L2
N61 5"W
213.98
`Ir.�,p v...u. rv. _...-
�1 CIJ ' ----1- 48 -.nvr wa �' \ A- '-H 1t- I ICDI I { PWATER OWER 1 11
LULD
POLE
METER
-_----___--_ T Grp.,^,
l2 J / ,l I .n.m ( , r .� PR- -- o" w I I ' INv1t3.98'I �1 ' ; 1 11 ii LP . LIGHT POLE
I j i EXISTING CHAINUNK FENCE I + } I m I +47.0 1IQ, I I I It�t Ili { SL - SECPOWURITY
POLE LIGHT
MTH TRANSFORMER
DEERFlELD, SECTION III j _ (3
x - x x u _ FlOE - { GW =GUY WIRE
I 'y _4o'.m Fa + .Ex15TFNc IX �.- ' • It 1 I ICI II { CB - CATCH BASIN
M.B. 22, P. 79, SL. B-347 ? r r•>••- - - - �_ -� _ _ B b i T - ,4e.a e.s' �-4g,Da4 " I 1 II
1. r +4e.w .�G_-�- XI9TiNG 30 1
(RESIDENTAL SUBDIVISION) �- I 'r �- a��41--� - - �_ - - _ _ i -, a- Inv.-44.84 +b, I I z 1 I II
E�NASPl1AL WRBE. jj
}••. ••4>>I� _ A `: N n,1do y ASPHALT Tw fC Z• 1 I DI - DROP INLET
1 / I I EXISTING SWALE 312 NUDE m I I �1 I JB =JUNCTION BOX
«re, \ •� ,+-,..y-.-.ySou 44° I b I +`1 4).n I T 1�J1 II RCP =REINFORCED CONCRETE PIPE
- - - - 1 xil +n.m `isar- - \ J a 17 a _1--1-_ im III 1 1 1 D I INV =INVERT
--- I CALVARY ASSEMBLY OF GOD CHURCH, INC. I o' 4e , Ms FFEEs I 600 5p _ _ « �" ' _ _ ' clD ! { ' II I I IDI " - (PIPE)
` e.m I-. ; -�•{ �{T-� _ _ I1 I A I Iz N I FES FLARED ENO SECTION PI
D.B. 1417, P. 856 i% OI,y INv-4s.14�49 ;i _ r � ���'Jj.�� a I I 1 i� t�V j ' I,p, it ,e,''_ i= ii I _ _ Dow- SQUARE FEET
`Lp1' T'� 11- T II I I'�{ V 11/ I �❑ AC. . ACRE(S)
M.B. 49, P. 10, SL. L-868 i z1 - I(( 4�2..0 49 1 I wAn3t VALVE
`31 / "' i 873 296.03 SF (20.05 ACRES) I I LU EXISTING CHAINUNK FENCE I 4, _ _ OPOSED 5' q I 11 , I 1 L 1 I N DEN'= IRRIGATION VALVE
/ ' / x N, 22.0' \.��48� .� tF 4. 5 48 ASPHA� ^ PEDESTRIAN WAY d 1 i I I 1 I FOC =FIBER OPTIC CABLE BOX
y , 1 ZONED B-1 and 0&1 / `� __ - i i 1 - TRAFFIC LIGHT BOX
(*': z_. y m I,I p 47-,r-� II Iz I IRO I TLB
CHURCH - SCHOOL I- { " i y { TUTS
I 47 , I 1 , ,� , I 1 u TB TELEPHONE 80X
PLAYGROUND {J� { ( $ a I: 7i _ <; n a :- 5� w < „ , 1 � I 1 1�1 If
z AREAS C, I \ o N��:.:4 4 23.5' " z V " NOT TO SCALE
ei ta.0 II x \ 1 y 3 I•� �' II 5 rc, , I b'3 I n 110, 1 1 II { MW MONITORING WELL
Z I "' D rc �• -) .+ F 4 - I < - - c,�LE ♦ ; 1' , I > I I I I I SSMH =SANITARY SEWER MANHOLE
ij z , ``i� w \ v' E Pig G. _ ¢ ,,,i. jj;"�'�I" �f m N' 1 I II { DU&AEI = DRANA(E, UTILITY, &EACCESSTEASEMENT
I I p y o i \\\ 5 I 8 s -- '` I' ',, 1 I �« 17 I I ,, - `� I j' I N I 1 I i° { D.9., PG.- DEED BOOK, PAGE
] �'r ASPHALT b � 1
o LW I)�1 Q, [ 5 n 9.5' 9 , , III I II�1 { --UT-- =UNDERGROUND TELEPHONE LINE
lO Y y. U1 Im.: pL, yq�
/ i ---� PLAYGROUND AREA Ij I \ V U k �pasLlNc WA I L 1 1 I' M.B., -- MAP BOOK, PAGE
/ rn i w . io TVP �J t II
I9' { a
/ / 1 �yli crSl \ a RS.L. \ \� -,r• z5' RaOn TER SERVICE -I t- ,! w.IA.I If 1 1 I �1 it
tl --E-- =OVERHEAD POWERLINE
/ 21 / g i ,I x� \ �'.I €. ` . mw 1 ' ��4_ �11'i- I I I I T
!- ,,,1 I I I -LIE-- UNDERGROUND ELECTRICAL LINE
METAL x BUS PAPoCMG I In< "[,I, ,..,..IW1- « - --, w t� N 8 „s za.o' ,s.o DOSE I', 1 i i I ' 'li I -SF- - SILT FENCE
l ) ygy 1
DEERFlELD, SECTION tl1 STORAGE / \ \ \ I 1 �� T •I ` �. It X X- ' FENCE
M.B. 22, P. 79, SL. 8-347 I I ti xt93 I
SHEDS p!�I �+ I /'j z \� �`Fg yam,. �.x... } s.a ,e.o �6 < SKW I 1 N FIRE HYDRANT
(RESIDENTAL SUBDIVISION) I 1 '•.l TIN SH i l�„Cj P� Ixo "`\``u�� �1�[ a9p off'. RA 'p(1STNG t8 za.c•-NJ b �LN I e L' ' 1 �11 III I !� POWER POLE
I S. o EXISTING 5' CONC. WALK . �COCI C 4 xw�V - - I �__ NV=46. I �� ASPHAL� a' R9Q { 2.a1 1 5�T''Yf�
` 1 TYPE "8" BUFFER YARD i b I y ....,.. 444 S-+µ I Y LP .LIGHT POLE
1 A NATURAL BUFFER p -^�^"-� - - I�1 n
y� 1 r Q
` \ I x \ 5 x ,. �,A� r+�� ,y +r• iri:::.++-+• 1 I �� 1 I� it 13 SIDEWALK ESMT. a • i I,Yi I 1 CI I I
1 230.3' AN 125 -0 wj , 1 "` .SANITARY SEWER MANHOLE
It1,�•�' ' I ,� EXISTING 1-STORY EXIST. 1-STORY ! 3' Rao. �.� - - -- -- -- -- -- - - -- -- SW�LF ' 1� T Ir1 Ik
f- -1 1 �I, �j li METAL BUILDING METAL BUILDING (GYM) ��; `M•' " 1 1�1
INV.=43.85' EI$ J y ro I jI I V I �' N F.F. ELEV.- 49.50 N (7,5DD SG.FT.) O " " a►�__ _ T-I� A 1�j 1 L� I' N` D
1 / . .. _ ,t.�t 'n ' IS� ' 1 1 1 __ HC =HANDICAP
// FP l� I I6 d �]`,' 1 3.S�RADnI FE`� _ -�' a ' '� vHCPS HANDICAP PARKING SIGN
L J L'"�"` �1j1 1 ^ `� `O (13 CLASSROOMS, K-4TH) ,n F.F. ELEV.= 49.50' �t; ': INV-45.52 �µy.:45.25 o i L 1 I I 1 IN u! a►
/11 • Q�/ / V�i--\ Cd 411 iW f HEIGHT OF BLDG. 16'-6" HEIGHT OF BLDG. 18'-6" [, �- ASPHALT G I r EX SONG 19 P11E f { �i - ' I I I I 1 IIa { -0 H (� HANDICAP PARKING SPACE
SING .\`\ i/ C 1-•�--EXIST 5' CONIC WALK 2�.3' I'IMEN T` t o V' "" : - - �- 1M1,'L•?J2-==''°��fix=- I 1 1 1 1 IM o_ _ 1 HANDICAP RAMP
k� , % DUMPstER KITH 2� 7 / \/� - �j _ - - -
.., .. ,^�. .;... .-, •may+,.... ...:. , - .,.. y-� f "61
-STING WATER ?FiLNCE x i �J I \% 1 1 0 I 1d % � A
AM
•{r•�� i��� / 10181)(161
PMCONCPETE I C � � '.�- H/13 'H L ' z W.pN S x '' I I 1 I I I it I "5 STOP ' PAINTED STOP BAR
_PhI 1 I 1 I I ® =STOP SIGN
II ill
il�Mll 'I� I I 1
i EXISTING AS1111M.T 24 I
/ 4aOry, i ' I i �EXIST. WATER SERN 3' RADII �TV"3• RAdf G 7+/^�' -J ExIs1IRG l� l� o L'`�
1A 5 EXISTING V4 SERVICE- vp / EXIST. G' HIGH VINYL PRIVACY BUF ER YARD 9 s' : G
1� i! 10' DRAINAGE & UTILITY TYPE "B" BUFFER YARD I , CURB NCE BEHIND CURBING PARKING BUMPERS �7�f �J 4 E
/ice y i EASEMENT I 12'x2V r i -1 -- '1 ;i"^1 µO 11.4
i 1 LOADING / 1 !( 3' RADII ; 0 1 St1
ZONE i I IL 12 of II • Fsm' GATE
:.._..-.._.................................. .._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._..i.._.._.._.._.._.._.._..�A I �3er-Z-
I _
--f� EIS ----------------------------------------- -+ 5j3------�-_ _ ----- - -- -- f
Em
== teas ax=sam- - - - - - - - - - - - ------- --------- -- -- -- IS SHED I N 29'39'12" E 246.02' - IS
�` STUN s�18- RCP ` / I N 29'41'S8' E 1197.72• / .•s`-- - - - - _r , 7. - - - - - - - - -
I - - - - - - -
/ / ,I I I / r 1 SWALEIl1s NqE T - - e.-w 2• I "r 26x3 Y i
----- �-- ---- INV.= I 9 / I I I I /
44 42' - -- gpy
-----y'----------4---------------�--y ,F/ t I/ �j� IkTr 1 OUSEitSTORY! I 1 1 I , 1-sTDRr� J-- sHEO / PRrvACEYI FENCE
�- - - -�- - - - - - - - - - - / - 's � r _ �'r - 1 / aEa Box ELEC. METAI,.s�,,� / e• wcH
/ UTILITY
I & 7 2TILITYNAGE, I // / 1 / ,� ,/ - �Y i wW� ; I I 1-STORY ! I i--- � I r -- 11� I I HOUSE i I `1 7f H gr J / 10DRAINAGE I
19 / / OEERFIELD, SECTION II / UTILITY & l J / r r
CABLE TV I \1� \ M.B. IDS P. 44, BD 8-292 / I / / _ ~ 7� f T l / I I HOUSE 1 I ' , I /
(RESIDENTIAL SUBDIVISION) / CABLE N EXISTING 2- 7) , I I 1-310RY , I I / I L�� 1 / &UTILITY I
EASEMENT / I 131 / EASEMENT � / I /5\ / /� _ _--'0R'WEIW4Y/ m/ / wATEIIJNE \ I I HOUSE + I J1HOU r; 111 / EASEMENT
CONSTRUCTION NOTES / W ` 7 / 1 \ 61 - _ - / / I / I ! t I I ` I / ; I / I
12 / l� / / I \ I 8\ I I I L-- / \ " i 13) I
`J \ DEERFlELD, SECTION VI I "'-� p `�,
1. LOCATION OF EXISTING WATER MAINS TO BE VERIFIED AT THE TIME OF CONSTRUCTION. l r \ M.B.E22FlPLD24, ESL. 8-292 /CflON 11/ /M.G. 25, P. 20. SL. D-208 ,I I \ _ I ` I M.B. 25,IEP.120,E SL.D 208
2. CITY OF JAACKSSSTING ONVILLEE STANDARDS. TO ARE
ABANDONDEED BE USED
FINISH GRARE TO BE ADE WAITER AT D PER/ �71 \\ (RESIDENTAL SUBDIVISION) / / � / $� � // � Ift8�289'�--'-1-----1- (RESIDENTP� SUBDIVISION)
THE RATER MAN. / J / \ i / Ill'` + �1ei7---11 '-f T_a'--VC -- sE1LflR MILES7pNE COURT - - - -` �- - - - -I
3. CONTRACTOR SUBJECT PRONTO POSITIVE GRAINS FROM BUIIDNG TO WALKS AND USE FILL AS REQUIRED.
4. THIS SITE IS EENTTO SELECT CLEARING AND NO CLEARING WILL BE DONE WITHOUT THE OWNER L
txt HIS REPRESENTATIVES APPROVAL TOTAL ACREAGE=873,296.03 S.F 20.05 AC. / - _ _ _ _°Ar�ItTr=r wvl F•N• - - R (PUBLIC r I
( ) /W
S. SITE SUBGRADIm. TOPSOIL AND UNSLMTA13LE MATERIAL REMOVAL AND DISPOSAL ARE REWIRED TO TOTAL DISTURBED AREA = 49,355.23 S.F (1.13 ACRES) (GRADING LIMITS) - _ / --_ - - - _- _ - ) N•C.S.R. 1967 /
BE DONE PRIOR 7D PLACING THE SELECT BACKFILL MATERIALS / - _' /
6. AN EROSION CONTROL PLAN IS REWIRED FOR THIS SITE AS PER THE CITY OF JACKSONVTLLE'S aTE DATA:
ENGINEERING - STORMWATER DIVISION. GROUND COVER IS TO BE ESTABLISHED ON PERIMETER SLOPES NUMBER OF LOTS = 1 4 \ / / - - - - - / ` 4
AND ALL SLOPES GREATER THAN 3:1 WITHIN 7 CALENDAR DAYS AND ON ALL OTHER LOCATIONS WITHIN NUMBER OF EXISTING BUILDINGS - 3
14 CALENDAR DAYS ALL SEDIMENT MUST REMAIN ON SITE THROUGHOUT THE CONSTRUCTION PROCESSS. EXISTING USE(S) - CHURCH & SCHOOL l •� / /
Lutz
�I
7.
ALL STORM WATER HANDLING FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH N.C.D.N.R.
PROPOSED USE(S) - GYMNASIUM
/ /
10.
THERE ARE EXISTING UTILITY, DRAINAGE AND VEHICLE ACCESS EASEMENTS ON THIS SITE
OWNERSHIP STATUS (RENTAL, CONDOMINIUMS, ETC.): OWNER
TYPE OF UNIT - GYNASIUM 1
17.
IS.
ALL APPLICABLE FACILITY CHARGES MUST BE PAID PRIOR TO RECEIPT OF THE BUILDING PERMIT.
ALL EXTERIOR LIGHTING SHALL BE POSITIONED AS TO NOT ADVERSELY AFFECT ROADWAY TRAFFIC OR
NUMBER OF PARKING SPACES REWIRED (W/FORMULA PER SECTION 102) - 158 REQUIRED
ADJACENT PROPERTIES
GYMNASIUM 185 SEATS / 4 - 46.25(47)
19.
THIS PROPERTY IS IN FLOOD ZONE X, WHICH IS OUTSIDE THE 1OD-YEAR FLOOD PLAIN, ACCORDING
LOCKER ROOMS & REST ROOMS 2.275 SF / 250 - 9.1 (10) 1
TO FEMA MAP 370178-4368 J, EFFECTIVE DATE NOVEMBER 3, 2005.
SANCTUARY 225 SEATS / 4 - 56.25(57)
20.
THERE ARE NO AREAS OF ENVIRONMENTAL CONCERN OTHER THAN THOSE SHOWN.
CLASS ROOMS (K-9th) 19x 1.5 - 28.5 (29) /
21.
VERTICAL DATUM BASE) ON NGVD 29.
CLASS ROOMS (101h- 12th) 3 If 5 - 15 (15)
22.
NO LANDSCAPING 07HER THAN GRASS WITHIN EASEMENTS OR OVER WATER AND SEWER MAINS.
NUMBER OF PARKING SPACES EXISTING - 238 i
23.
AREAS NOTED FOR TRAILS AND GREENW'AYS AND/OR REQUIRE) SIDEWALKS SHALL BE UNOBSTRUCTED
NUMBER OF PARKING SPACES PROPOSED - 247 INCLUDES 16 HANDICAP SPACES I
FROM 6 NICHES BELOW GRADE TO 10 FOOT ABOVE GRADE (OVERHEAD CLEARANCE). TELEPHONE
NUMBER OF COMPACT SPACES ALLOWED - 62 (61.75) I
PEDESTALS, ELECTRIC TRANSFORMERS, DROP INLETS, FENCES OR ANY OTHER OBSTRUCTIONS SHALL BE REMOVED
NUMBER OF COMPACT SPACES PROPOSED - 0
AND/OR RELOCATED IN ORDER TO CREATE AND/OR MAINTAIN THIS CLEARANCE AND SIDEWALKS SHALL
BE FREE OF CRACKS AND DAMAGE PRIOR TO THE ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY.
TAX MAP AND PARCEL NUMBER - 338-27.3 /
24.
PROPOSED SIDEWALK TO 13E o MINIMUMU OF 5' IN WIDTH.
MAP BOOK AND PAGE NUMBER - M.B.49, PGAO, SL L-868 I
25.
TRAFFIC FLOW PATTERNS AND STOP CONDITIONS ARE TO BE PAINTED.
DEW FOOD AND PAGE NUMBER - DB.1417, PG.856 I
25.
ALL MM AND ROADWAY MARKINGS (TRAFFIC CONTROL DEVICES) MUST BE IN ACCORDANCE WITH THE
UTILITY COMPANY - JONES-ONSLOW EMC �
(MUTCD) AND THE CITY OF JACKSONVIUXS CODES AND ORDINANCES.
CURRENT LAND USE DESIGNATION: COMMERCIAL & INDUSTRIAL /
27.
ALL STOP SIGNS WILL BE RI-1, 30" HIGH INTENSITY PRISMATIC. SIGNS SHOULD BE MOUNTED USING A
*SITE SUBJECT TO JACKSONVILLE COMPREHENSIVE BICYCLE AND PEDESTRIAN PLAN' I
2g.
U-CHANNEL POST. MOUNTING HEIGHT IS 7' TO THE BOTTOM OF THE SIGN.
ALL PROPOSED CURB & GUTTER WITHIN RIGHT OF WAY TO BE MATCH EXISTING. ALL CURB & GUTTER WITHIN SITE
IMPERVIOUS SURFACE AREA (EXCLUDING BUILDINGS) - 18.781.97 S.F (PROPOSED AREAS ONLY)
TO BE 240
IMPERVIOUS SURFACE AREA (INCLUDING BUILDINGS) - 30,031.97.40 S.F (PROPOSED AREAS ONLY) I
20.
THE EXISTING DITCH BANKS ARE NOT TO BE DISTURBED AND IF EXISTING DITCH BANKS ARE DISTURBED,
TOTAL DEVELOPMENT IMPACT AREA (DISTURBED/EXPOSED AREA) - 49.355.23 SF (1.13 ACRES) GRADING LIMITS
THEY SHALL BE REGRADED TO HAVE 3:1 OR FLITTER SIDE SLOPES AND THE CENTERUNE GRADED TO
PRODUCE POSITIVE DRAINAGE
LANDSCAPING REQUIREMENTS: I
30.
1HE OWNER OF THIS PROJECT MAY BE ELIGIBLE FOR A PARTIAL REDUCTION IN THE MONTHLY STORMWATER FEE
STREET YARD PERIMETER LAWN INTERIOR LANDSCAPE ISLANDS
THAT WILL BE ASSOCIATE) WITH THIS DE'VELOPOIENT. TO QUALIFY FOR A FEE CREDIT, THE OWNER WALL NEW TO
600 LF 600 LF.(EAST SIDE PROPERTY LINE) TOTAL - 3 EXIST. M.N.
PROVIDE THE CITY ENGINEERING DIVISION UPON COMPLETION OF THE PROJECT A COMPLETEDCREDIT APPUCATTON
I TOP-40.39'
1'EXI3TING I
STORMWATERPOND2 1 1
1 1 I I It
I I I II
Ix I
I
1
m ■ � - GRADING LIMITS LINE
t x
I 1 II
1
CPS =COMPACT PARKING SPACE
TRAFFIC FLOW
T
I I I IEPK ;I
I I
1 m
1
-PROPOSED
rt- EXISTING TRAFFIC FLOW
1 i I ii
• SBCF STEEL BOLLARD WITH CONCRETE FILL
`N I I It
I
INT. 000 - INTERIOR LANDSCAPING
If
EXT. 000 = EXTERIOR LANDSCAPING
:9'38'26" E 190.92'
EI I I I
1 I Ili
+17.47 - EXISTING SPOT ELEVATION
EXISTING 15' PIPES
I I 1 1
I
1 1
III
I
0.00 =PROPOSED GRADE
EXISTING JUNCTION BOX
I
TOP-48.4
INV.-aJ.76
I
I
I
MEG =MATCH EXISTING GRADE
HOMER HOSGOOD c
mA9a �
EXISTNG C.I.
TOP=46.46'
i
TC-0.00 - PROPOSED GRADE AT TOP OF CURB
D.B. 721, P. 698 NIX
(OFFICE) O�---
p1^*•
I
INV.-42.68'
I
TIN-0.00 - PROPOSED GRADE AT TOP OF WALK
I «"-,
I ,
'OD
I
DBL - DRAINAGE BREAK LINE
JI
----------
1 2257
I I I
N
i
I
DOUE11000NCRETE BLOCK FILTER
-----�-I
I I
I
I
I
I
I
I
,r--�• CURB INLET PROTECTION
I I
I I
I
I
EPK 'ARENA
BLVD,
I
£I
I
6
ACCOMPANIED BY A COPY OF THE STATE -ISSUED STORMWATER PERMIT AS WELL AS, A COPY OF THE SITE PLANS.
THERE IS AN EXISTING 8
STREET LAWN AND LANDSCAPING
THERE IS AN EXISTING NATURAL SHRUBS-15 - I INV.-40.i4,
WOODED AREA HERE. THE DENSITY TREES PROVIDED-3 V�
-
SITE ADDRESS
31.
ALL STOP BARS SHALL BE LOCATED 4' BEHIND PEDESTRIAN CROSSWALKS.
ALONG 7114E FRONT OF THIS
AND WIDTH MORE THAN EXCEEDS
3980 GUM BRANCH ROAD
PROPERTY AS PER CITY SPECS.
THE REQUIRED 4• AND IS TO REMAIN
III
PRE-ppNSTpUCTIDN NOIM;
IN PLACE AND ACT AS THE 4'
PERIMETER LAWN.OWNER/
VVVIAIIIII
• C
�N
"B"
•• •S ��<
ER
1.
ALL CONSTRUCTION MUST BE COMPLETED IN ACCORDANCE WITH THE CITY OF JACKSONVILLE MANUAL
THERE IS A EXISTING TYPE
``�.`V
�i
'!.y`•
CALVARY ASSEMBLY OF GOD CHURCH INC.
CALVARY ASSEMBLY
OF SPECIFICATIONS, STANDARDS, AND DESIGN (MSSD). A COPY OF THIS MANUAL IS AVAILIBLE IN THE
BUFFER ALONG THE NORTH & WEST
a y
GUM BRANCH ROAD
PUBIC SERVICES DEPARTMENT AT JACKSONVILLE CITY HALL
SIDE PROPERTY LINES.
_
- EAL _
JACKSONVILLE, NC 28546
JACK
z
PRIdR TO COMMENCING CONSTRUCTION THE CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTION
CONFE1E110E WITH THE CITY OF JACKSCNNLLE AT CITY HALL
GROUND OOVER AROUND ALL SHRUBS & TREES TO BE PINE STRAW.
1 1 8148 -
910-938-7017
3.
THIS 0EMUOPMENT QUALIFIES AS A TIER 1 PROJECT IN ACCORDANCE WITH THE SEWER ALLOCATION POLICY.
e
A 8EIWR ALLOCATION REQUEST FORM MUST BE SUBMITTED TO MICHAEL MOORE IN THE PUBLIC SERVICES FOR MINIMUM TREE AND SHRUB SIZE AT TIME OF PLANTING, SEE CITY ORDINANCE ! O ••,F EP. `
ENGINEU M. DEPARTMENT. A COPY OF THE SEWER ALLOCATION POLICY AND THE SEWER ALLOCATION SECTION 103 - LANDSCAPING REQUIREMENTS. V'i91�•' G/NE•,•• 0
REQUEST FORM ARE AVAILABLE ON THE CITY OF JACKSONVILLE WEBSITE AT WWW-CLJACKSONVIIicc ICUS AND THE OEVELOPER MAY SUBSTITUTE LANDSCAPING SPECIES AS LONG AS THE CITY LANDSCAPING 7 K. N �`��
ARE LOCATED N THE ENGINEERING AND CONSTRUCTION SECTION UNDER GOVERNMENT & CITY SERVICES. ORDINANCES ARE MET. 'SUBSTITUTIONS SHOULD BE CONFIRMED WITH THE PLANNING DIVISION." +TOIIll f I1F1111
REF: O.B. 1417. PG. 856 li� VOL
D.B. 1544, PG. 41 RED MAPLE - 2 EACH INDIAN HAWTHORN - 10 EACH _
M.B. 49. PG. 10, SL. L-868
E
FEB 14 2012
i
I
SITE / UTILITIES / LANDSCAPE PLAN
FOR
ZY ASSEMBLY OF GOD CHURCH
PREPARED FOR
CALVARY ASSEMBLY OF
GOD CHURCH, INC.
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L• PIERCE & ASSOCIATES. P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: OCTOBER 11, 2011
SCALE: 1"= 60' F.B. 561, PG. 1-7
JOB #2011-14149 FILE NAME:
GRAPHIC SCALE
( IN FM )
I inch = 60 fL SHEET 2 OF 5
G:\Protects\Colwry Assembly of God Church - New G1ml\dwg\Base,dwg 2/10/2012 1:42:51 PM EST
5

WETLAND LINE TABLE
LINE
LENGTH
BEARING
W1
22.87
"W
W2
19.24
N "W
W3
44.44
N7 54-W
W4
8.07
,1 "
W5
28.15
Sam' '
W8
13.29
4 "W
W7
20.8
N •3 '4 "
W8
19.71
N 7 3' "
W9
26.84
W10
30.8
N 7
WI1
26.01
"
W12
6.82
N49"
W13
126.16
• 'g "W
W14
342.59
' �W
W15
16.98
W16
27.21
"W
W17
51.27
4"
W18
21.35
W2
1 �
� 1
20' D.dcU.E.
\28
I 1
I, JOHN L PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN 4' PERIMETER LAWN LINE NOTE:
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE OSCAR N. HARRIS
CLEARLY INDICATED; THAT THE RATIO OF PRE G D.B. 1417. P. 517 THERE IS AN EXISTING NATURAL WOODED AREA HERE.
CI "11jort, M.B. 35. P. 186, SL. J-693 THE DENSITY AND WIDTH MORE THAN EXCEEDS THE
AS CALCULATED IS 1:10,000+; WITNESS MY �� CAR 9A. (VACANT) REQUIRED 4' AND IS TO REMAIN IN PLACE AND ACT
ORIGINAL
NATURE, LI"WWRE NUMBEIR V JO./�°r AS THE 4' PERIMETER LAWN aw 5' HIGH x t2' WIDE
G + aw WOOD BARRIER
.,z SEAL 9r.% "' 47 .n.ai 1
^ ' +w.ee
/ 1 A L 9=AA she 404 WETLANDS
I J - +2x �' - �
JOHN
..S. 1-2596 T q o,zt ♦47.17 ..7.--'---48-/ .w -
I EIS =i v ti 1p "aM 1378.56' " - _- - •n W14 \
- - - - ---------------------------------------------
le- L PIERC - - - - - - - - - - - - ---------855'--T------ -
7\ 1 ! S 2938'50" W 886.95 '/i�� L. P1 \\rr 4 S 29'3650 W 491.61 4' PERIMETER LA NE
►fif II1111\\ .w.a I «u.w +TIED .4za +4zxs �.
C2 C51.
j \ ° C3 w17
1 Off j i I .a7.m +as
1 1 PROPOSED 5' WIDE SIDEWALK I 47.2 C PROPOSED Cl
'6p1 TOP=50.09
-J .- j OA SIDEWALKS TO BE FLUSH WHERE THEY CONNECT. PROPOSED 4' SEINER LINE_ _ �_•___�••� INV-45.43
- _ - W i +azn , _ •. 49.95 49.48 •ana �� -\� +4an
©EXISTING CHAINLINK FENCE TO BE MOVED TO OUTER , PROPOSED BUMDING-_.s--•-. +"0° PROPOSED CI
EDGE OF SIDEWALK AS NEEDED. ' GRINDER • PUMP TAN y, a ae20 \ ` .4>,75TOP-50.09
!n I I , a 75'0" 49.12 48•0 INV=45.50
9
W20
27.85
I a !
37.73
1
29.44
47
26\
1 ti ! TYPE "B" BUFFER YARD TO
\
E INSTALLED OR LEAVE A
I NATURAL BUFFER
I EIS i
Try
T
LINE AOU
LINE
L1
BEARING
LENGTH
+ .
+4>15
blo
7
TIN
i5
, m 8 LF 18' RCP
« 4a ,t .4A57 INV-45.55
i
+47.74 II I
t
1W-50.45
I+1
Oil r , I 12 1F Ilr
05 PROPOSED ASPHALT
(EXIT ONLY DRIVE)
O
I
al TCS0.5'
$
LU U. Il�y.Z
O } <
�a m�B3
( `.-
CI 4MUP47.21 «ala\ ,a5aoo
\
+µme I / I
TO E i I I i fV -v i PROPOSQQ.. 4alf4GDNVERT EXISTIN
24" CURB &GUTTER,
4" 44.14 0
L2 1 9' "W 213.98 \ I q DI TO JB
\`11 y j - - FORMER LOT LINE a1) I a W I TYPICAL
/ ryes---------------------------------------_--_--__�--___I----«n,e--- +aali-l- -- , - ---�471Kv
-- ia_-'t-ipl1_
.-• m ,22 j'" INV IN=44 'S
_ _ A ,
`25� I I I I I Tw50 45 ' _
5 f d ,i W
_�i9 48- EXISTING CHNNUNK FENCE I ^/ o -
DEERFlEID, SECTION III •_iw.s,�__�. n _
M.B. 22 P. 79 SL. 8-347 1 Jf -.L' �� �M� z,}-k x =z - x x _ _ _-.�== " a
1 � 01S +K4 -_wL - yjytG y0 PIPE
1 %axes----� __�_. _ .� eyt
�- ♦as
(RESIDENTAL SUBDIVISION) 1 x rl-}"- 41"7_'e-�--"a''w'- B A a~•,b + --..
1 ! I / i I +a EXISTING swALE 312 4l \ ` ::: 1w.
+47.- .THIS « \ ..... r '*^ ,�- .c.0 5rr .1.
46.9 _� -, ,.F3057MIC NEs C 6<0'� 50-1�? " +w
- - 1 CALVARY ASSEMBLY OF GOD CHURCH INC I�
kft
GIL
sat',,, y4i1�H' Vrr
Az J�I I l u I +�i 2 put
A . I, EIP I' 1 III I
I I I I 1 III I EXISTING FES _yT °[�hlp�
I 1 I It INV-44.05 P
1 I 1 If I EXISTING C.I. SITE
MEG 1 11 TOP-48.53'
120• - , 1 1 it INV.-44.02' 4'P4 3
fy. a 1 1 `+V4
'-- • • , LIP 1 1 II I II I 7oP-48.50'' NUnmw GREEN DR. 41'D
r7.i!
INV.-43.83'
+ T' 1 ' 1 II I VICINITY SKETCH - NOT TO SCALE
1 EXISTIN 11 I b 1 I 1 1 11
} Ip� 1 24' ,W I I 1 I Ii I LEGEND:
'z ('EXISTING I/� I 1121 p, t , II EIS - EXISTING IRON STAKE
' x 16UTRu01u I I It4m 9 I I n I SIS - SET IRON STAKE
11•P its I I I N EIP =EXISTING IRON PIPE
1 .r, IjTGP-4a8 it II0F•gI i I I I ECM - EXISITNG CONCRETE MONUMENT
I x II 1 iiO'F1 I IZI ; I y CC = CONTROL CORNER
IIW I v1 ( �\ EPK - EXISTING PK NAIL
µI' Y'1 1 101 1 _ z SPK - SET PK NAIL
'W x Iµ I i 11S I m 1 1 ro r u> END>- EXISTING NAIL
1 I i3 u1 1(/),, 1 u. -4 ax yG+ (BM)- BENCHMARK
96 q a cf I I CL - CENTERUNE
k ' , 1 1 I' 1 I•) o I y R/W - RIGHT OF WAY
I i 1 , 1 , IA - _ o EDP - EDGE OF PAVEMENT
I I '1 $ 1 1�1 MBL - MINIMUM BUILDING LINE
wl I I �1 li I ILJJt I`i /I `5' SOC - BACK OF CURB
101 I CO - SANITARY SEWER CLEAN-OUT
T--il,t,- •'pK 1 I NOD', I I WM - WATER METER
POLE
I INV.43.981I jl 1 1^ 1 II I Lp - LIGHT POWER
11 I PPT - POWER POLE WITH TRANSFORMER
a 1 t 1 1 1 It SL - SECURITY LIGHT
t� I 1 ICI It I GW - GUY WARE
IE 1 I i:I 11 I CB - CATCH BASIN
Irw.-44.84 tc t I I 1 1 It DI - DROP INLET
rs e0 et t I 1 t ,III it I ,A3 - JUNCTION BOX
'" I a47o im SI 1 , 1 1�1 It I RCP - REINFORCED CONCRETE PIPE
s ._ , ! 1 I 1
I D.B. 1417 P. 856 !{ oiDG) E" vGc ?r � - J "' NTH GRATE I PROPOSED 1It� �( m 1 I �nlZ1 11t i '� - ACREFLA(S)
END SECTION (PIPE)
1; _ _ I I
x �1�1 1 MV-4g3,t� 4s ( ` - .f i I $ I ' 1 I ' 1 _I II AC. - ACRE(S)
4B Op 9� '?• I i 49_ _ I L {'i{ , , ,( �141, SF - SQUARE FEET
/. l I / M.B. 49, P. 10, SL. L-868 i Uj lu /gyp PROPOSED - 49 49- - I 1 1 I 1 I ry - IRRlcanvaAJL VALVE
' 1 i 873,296.03 SF (20.05 ACRES) �'� Nv-as as - _ - - - -_ I 1 I 1 III
V IN- 4� �-
EXISTING CNAINUM( EXIST.INV-$5Ar 48- _ , 1 1 t 1
/N 1 ZONED B-1 and D&I i N;N 220' -46 �_71I'' - - -_ - - LAIRS 1 I I I 1 1�1It
1FLOU8 - TRAFFIC LIGHT
Box
i CHURCH - SCHOOL ! I Jr { 47+ •--'v-,.r-_ y.' , - - - I. I °j I I { 1 = 11 i iOi I1 TB TELEPHONE Box
PLAYGROUND i"1 \ I: ��L'^g :' r 4 irn 1 III I NTS - NOT To SCALE
e t1-80 ' t o y-Q, •'9'• ' I! 7° I �w3 I. I 1 1
z AREAS C %\ 3 k?' ^� o -� I '� L--------------------------------:�.::_J „ "a 1+1 111� it MIN -MONITORING WELL
„ ;------------------------------------------------- ; A . , a 1 SSMH - SANITARY SEWER MANHOLE
16 m ,\
1 Noi m � 5 � �, a: wr I; , 1 �' 1 11 I
1; N 1 , 1 1 1t I D&UE - DRAINAGE & UTILITY EASEMENT
i 8I II II j _ ��_.� ,l1' l,CA It ii
x �j 1 D.B., PG.- DEED BOOK, PAGE
44 u_ tt - _ , DU&AE - DRAINAGE, UTILITY, & ACCESS EASEMENT
kl Ih. l �� , t I
/ ! i a i P ICON H M.B., PG.- MAP BOOK. PAGE
ix I I 1 --UT-- -UNDERGROUND TELEPHONE LINE
I PLAYGROUND AREA o- S.L.I \ z C EXISITNG_WtA-gRR SERVICE V' W.W.I 1 , +p 1 I Lpt n
/2` I ( cr5� \ o \\ \ 4 j:a '( "-_'_cn i i, , 11� • ', 1 O 1 t 1
\ �' z I -' -' (� _""'$ . I I . - ' -' - . •- . -• . -.. �� . - . - ! 1 1 1 I ,4 II I --LIE-- -UNDERGROUND ELECTRICAL LINE
\ i �ryy, V n
1 i METAL w �x \ I \\ " ! - - $_1 I if
1�1 11 -a X • FENCE
POWERLINE
DEERFIELD, SECTION III STORAGE r BUS PARKING I xL7 3 \\\ 'j••_ ,� EXISTING 6' WATHR UN6i 1
M.B. 22, P. 79, SL. B-347 1 SHEDS r m 1 /T/ z _ '• t - - - - - I, i it 1 1 I 1 1-FIRE HYDRANT
i „1 1 t I
LJfi$ I 41 Z `.. " b ;� r=�%' I 2d I�1 11
(RESIDENTIAL SUBDIVISION) 1 ! x!, TM SHEI /iG �xo fir-----. EXISTING �7 I�'yl�� S--'1-'h I pp . POWER POLE
S. p /EXISTING 5' CONC WALK �'•cxwjo qy�'b _ �'- - ;INv-46.BB '� I ' 1 I II I ,•
1 i TYPE "B" BUFFER YARD i ti� C "' T. . ,•- „� .t - F-,P`* -r "s .-- -T^ T - .� ' -- I 1 1 1�1 Ili % to -LIGHT POLE
\ I 1 A NATURAL BUFFER . , x -' \ x .-.,..,..,L'..._ -.,- :..a :J.+'u r2". c+r v�.+C. -'.•.. ::i::: :m .5. . �. r +f•.1.•ii�+'.r •1 -'���(S 1 7� .. ' , 19 1 I
�` H r 23D.3 M4X'N t 25 -o I -=2' II ----------- -- -- ------ i �EWALK F_s�lt , 1 m S - SANITARY SEWER MANHOLE
I I I ttDl I x
117 •y ' I Gi 66tl EXISTING 1-STORY•�•� EXIST. 1-STORY ------ - - - I 1 I 1 11-1 I I m
�� j III. ��� •� K 1;, METAL BUILDING METAL BUILDING (GYM) �,._, �_•." If' ,�„ , 1 1 I�� z HC - HANDICAP
INV.-43.85' / %i 10 I F.F. ELEV.- 49.50' (7,500 SQ.FT.) 0 1 %'`� _ �_ Y ' 1� I Inl 14 4 THCPS -HANDICAP PARKING SIGN
/ EIs I I 88,,1L Rn o �� '� J.. �1 FES _ - __ __T 11�1 {, 1 I• N` u>
\ F TIR I '. 1 'o (13 CLASSROOMS, K-4TH) u F.F. ELEV.= 49.50' oI• ! ! 1 Y 1�--- _
J L I tt WV-45.52 45.25 g 1 1 1 I u• 4- o m
L°d;3lED ti �� HEIGHT OF BLDG. 16'-6" HEIGHT OF BIAG. 18 6 r: EX'N -Nc 18' PIPE I - ' i t 1 1 1 lea I ,;� -HANDICAP PARKING SPACE
230.3' i 1 0./-INV.-46 52 - --- , iXUJVr-45.yt2_::.:%�"':.--•'�':::: 1 Q 1 I 1 _=c -
\ /ice, • %! j \ i/ \ i/ Q '-EXIST 5 CONC WALK MENS � �/ 4,._ T'� ' Vrty 1 414 p � -' HANDICAP RAMP
1
Y i 'T _
�vG/4, 11� :%' DUMPS7GER WITH 7 \\/7 1::. ./ -• :-..�...y ri: ram. -,.^. .:','r' �'eer..'�"�O:iFlr.+ -r�
Et(1511 I 1 t
10.8•x,a' CONCRETE EXISTING ASPHALT % 1
% 1 •ice
A;. -EXIST. WATER SERVICE
EXISTING P� T RADII -• �SIPIG .8, s RADII
iL--' J
,i A,✓ %! IV DRAINAGE & UTILITY TYPE "B" BUFFER YARD ! S ,u SERVICE-I� ' FENCE
8• HIGH VINYL PRIVACY PARKING BUMPERS BUFFER YARD
/fie 5 /' EASEMENT ! t7LDG GATE i G FENCE BEHIND CURB I r - "Ts 1-:+
,or,i ZONE J I - s GATT
//.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._..-.._.._.._.._.._.._.._.._.._.._.._..-.._.._.._.._.._. _ _ .. _.._.._ _. _ _ ._ _. _ ._.._ _.._ _. _ _ _ ._ _. _. _ _ _ _ _ _ _ t _. _ _ ._ _.._ _ 1 ___ _ _ ___________________________ _ _ _______ _ __ __ __ ______ _________ __ __ j .__ ___ _ ______ __________ _ ___
, ;` _ f
Yy- - - - - - - - - - - - - - - - - ---'-
7.26x3OT299'2E202 / / - -
19 ----- --`----------- -'N 29'4158" E 1197.72----
/-,-3�-1- - --.-'- - -Sm 1""W" I /I--- SWA-J-,11 W-Teaxa2 BO;-uErAL e HIGH
DRAINAGE, 1 10-- SHPIVACE
DEERFIELD, SECTION II --A--f----------1---------------I 1r ELEC. BOX l215'DRAINAGE, I
J
UTILITY &CABLE 1Y I \14` 1 M.B. 22, P. 24. SL. B-292 / UTILITY & /
UTILITY
(RESIOENTAL SUBDIVISION) / CABLE TV I / I + I I I ' I ' I -STORY ' I ' I J---`�,/ I ' trousE I `/ Apr I / 10'DRAINAGE I
EASEMENT I \ 13� / EASEMENT / 1 I �51 / / / - - - ��.� �� I i I wATERUNEr \ I HOUSE I I I HOUSE
jI ( ? 1 r I I ` I / / / / / EASEMENT I
! 17\ J 1 I
CONSTRUCTION NOTES: J I ` 12N / \ \ I \ / I - - I I 8 \ !! I ' ! / W \' 13� I
` 1 \ DEERFIELD, SECTION II / DEERFIELD, SECTION Vli� I \ l6 I DEERFIELDI SECTION VII I \ / 1 ',
1. LOCATION OF EXISTING WATER MAINS TO BE VERIFIED AT THE TIME OF CONSTRUCTION. / ,- \ M.B. 22, P. 24, SL a-292 / /M.B. 25, P. 20, SL. 0-208 -7 y,�\a\.47�_- I I M.B. 25, P.120, SL. D-208 I \\,/ \YYYAAA< `� I
2 CIT' EXISTING JACKSONTER VILLE ARDD& SEWESEWER SERVICES R TO BE ABANDO D BELOW FINISH GRUSED ARE TO BE ADE &� PER / \ J \\ (RESIDENTIAL SUBDIVISION) // 4\ I `� � 1e l / I 'q,jyT 99 - I - _ _ _ 1 _ (RESIDENTA� SUBDIVISION) I \ 1 I
lIE WATER MIN. / \ / Irl'-st.37 e_'PW_c SRN. - - - - L /11 I
_ INKIEST f
3. CONTRACTOR TO PRONTO POSITIVE ERRING FROM BULLING TO WALKS AND USE FILL AS REWIRED. - ` I IhW=� _ ONE COURT �- / , -
4. THIS 511E IS SUBJECT TO SELECT CLEARING AND NO CLEARING WILL BE DONE WITHOUT THE OWNER L - - - - - - - - -
OR HIS REPRESENTAYWS APPROVAL TOTAL ACREAGE=873,296.03 S.F (20.05 AC.) I - ° I►4r IPII F•H• 10' R/W (PUBLIC) r I
0. S17E SUGGRADNG: TOPSOIL AND UNSUITABLE MATERIAL REMOVAL AND DISPOSAL ARE REWIRED TO TOTAL DISTURBED AREA = 49,355.23 S.F (1.13 ACRES) (GRADING LIMITS) ` - - - - ) N•C•S.R. lgB7 /
BE DONE PRIOR TO PLACING THE SELECT BACKFlLL MATERIALS. I - -1 _ I
S. AN EROSION CONTROL PLAN IS REQUIRED FOR THIS SITE AS PER THE CITY OF JACKSONVI LE'S I I I J 1 I - �- -- _ - - - - / r
ENGINEERING - STORMWATER DIVISION. GROUND COVER IS TO BE ESTABLISHED ON PERIMETER SLOPES 14
1�CALENDALL AR DA15 ALL SEDIMENT MUST WITHIN
REMAIN ON SITE THROUGHOUT THE CONSTRUCTION LOCATIONS
�4\ II HIV II \
7.
ALL STORM WATER HANDLING FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH N.C.D.N.R.
Sr2 1
S.At
ALL VEMENT AND STONE BASE SHALL BE INSTALLED AS PER N.C.D.O.T. STANDARDS ANDAS
I I lurm
SH
WATER
I II
9.
10.
SUBJECTATIONS TO CONFIRMMATIIOON OF METER SIZE ADEQUACY.
MAXIMUM BUILDING HEIGHT IS LESS THAN 50'
I r0�4
(1 I/
It.
AS THIS SITE IS DEVELOPED, ALL ENVIRONMENTAL REQUIREMENTS SHALL BE MET.
1�
12.
ALL POWER POLES, POWER LINES, ETC. ARE TO BE RELOCATED TO ACCOMMODATE PROPOSED
0:/0:
C
CONS7RUC710N. CONTRACTOR TO COORDINATE WITH POWER COMPANY PRIOR TO RELOCATE
13.
CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION.
r g
14.
NO NATURAL GAS ON SITE
-
15.
ALL DRAINAGE SHALL BE SHEET DRAINAGE OR WITH SURFACE DRAINAGE (AS SHOWN).
AG
i .
r ��,NG WATER SFR"ICE x
,I 1 1 1 i'' A
S-M - PAINTED STOP BAR
AS I«N-
t 1
11 lii
- STOP SIGN
EXISTING
1 STORMWATER POtd2 I �'
I
1$ 11
114
I I
t1 1 I
I
®• eeR. -GRADING LIMITS LINE
W x
\ I
1
1 t t 11
1EPI( I
CPS - COMPACT PARKING SPACE
PROPOSED TRAFFIC FLOW
1 1
1
1 11
, - 1 it
EXISTING TRAFFIC FLOW
1 I II
0SBCF - STEEL BOLLARD WITH CONCRETE FILL
"•
h 1
INT. 000 - INTERIOR LANDSCAPING
I t 1 II
I
EXT. 000 - EXTERIOR LANDSCAPING
N 29'38'26" E 190.92'
EIS I
i 1
t 1 II
+17.47 - EXISTING SPOT ELEVATION
EXISTING 15• PIPES
I
j
I I I„
0.00 - PROPOSED GRADE
EXISTING "CTION Box
I I
l I
TOP-46.4
INv.-43.76
I
I
MEG - MATCH EXISTING GRADE
HOMER HOBGOOD
rroWAwL
I
EXIS71NG C.I.I
TOP-46.46'
TC-0.00 - PROPOSED GRADE AT TOP OF CURB
D.B. 721, P. 698 r i
(OFFICE)
WINEj
L
t INV.-42.68• I
TW-0.00 - PROPOSED GRADE AT TOP OF WALK
- DRAINAGE BREAK UNE
Cb
Ala
-- _
I I
1 1
}DBBIL
11
- DOUBWCONCRETE BLOC( FILTER
I
I
I
I
I
CURB INLET PROTECTION
I
I
I I
I I
IEPK
- H AR�N
LVD
I
I
10. IMLKL AM LKIM11 Ia UIRJIT, UIMENN aML M YrJ1R•I.L. ^aW Cn.7C mlJ N ITTIJ .>IIa.. Im
17. ALL APPLICABLE FACILITY CHARGES MUST BE PAID PRIOR TO RECEIPT OF THE BUILDING PERMIT, i cI
10. ALL EXTERIOR LIGHTING SHALL BE POSITIONED AS TO NOT ADVERSELY AFFECT ROADWAY TRAFFIC OR i EROSION CONTROL NOTE MAINTENANCE PUN
ADJACENT 19. PROPERtt S IN IFROOD ZONE X, WHICH IS OUTSIDE THE 100-YEAR FLOOD PLAIN, ACCORDING r THE EXISTING DRAINAGE SYSTEM IS TO BE PR07ECTED FROM THE EFFECTS OF SEDIMENT 1- ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED
TO FEMA MAP 370178-4368 J, EFFECTIVE DATE NOVEMBER 3, 2005. BEFORE AND DURING THE INSTALLATION OF THE PROPOSED STORM DRAINAGE SYSTEM. FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING
20. THERE ARE NO AREAS OF ENVIRONMENTAL CONCERN OTHER THAN THOSE SHOWN. / RAINFALL BUT IN NO CASE LESS THAN ONCE A WEEK. ANY NEEDED
21. VERIICAL DATUM BASED ON NGVD 29. / PROTECTION SHALL INCLUDE BUT NOT BE LIMITED M. REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS
22. NO LANDSCAPING OTHER THAN GRASS WITHIN EASEMENTS OR OVER WATER AND SEWER MAINS. DESIGNED.
23. AREAS N070 FOR TRAPS AND GREENWAYS AND/OR REWIRED SIDEWALKS SHALL BE UNOBSTRUCTED r 1- INSTALLATION OF SILT FENCE AT SPECIFIED LOCATIONS SHOWN HEREON;
FROM 6 INCHES BELOW GRACE TO 10 FOOT ABOVE GRADE (OVERHEAD CLEARANCE). TELEPHONE / 2- SEDIMENT WILL BE REMOVED FROM THE INLET PROTECTION DEVICES
PEDESTALS, ELECTRIC TRANSFORMERS, DROP INLETS, FENCES OR ANY OTHER OBSTRUCTIONS SHALL BE REMOVED 2- INSTALLATION OF CONSTRUCTION ENTRANCE; WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED.
AND/OR RELOCATED IN ORDER TO CREATE AND/OR MAINTAIN THIS CLEARANCE AND SIDEWALKS STALL i 3- INSTALLATION OF DOUBLE -CONCRETE BLOCK FILTERS AT ALL PROPOSED LOCATIONS 3- SEDIMENT WALL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN
BE FILE OF CRACKS AIfi) DAMAGE PRNXt TO THE ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY.
24, PROPOSED SIDEWA K TO BE 0 MI IMUMU OF 5' IN WIDTH. 1 SHOWN HEREON; AND IT BECOMES ABOUT 0.5 FT DEEP AT THE FENCE. THE SEDIMENT
25. TRAFFIC FLOW PATTERNS AND STOP CONDITIONS ARE TO BE PANTED. i FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
20. ALL SIGNS AND ROADWAY MARKINGS (TRAFFIC CONTROL DEVICES) MUST BE IN ACCORDANCE WITH THE r 4- SEEDING AND ESTABLISHING GROUNDCOVER IN ACCORDANCE WITH VEGETATIVE PLAN.
(MUTCD) AND THE CITY OF JACKSONVI LE'S CODES AND ORDINANCES i 4- ALL SEEDED AREAS WILL 8E FERTILIZED, RESEEDED E NECESSARY,
27. ALL STOP SIGNS WILL BE Rt-1, 30' HIGH INTENSITY PRISMATIC. SIGNS SHOULD BE MOUNTED USING A 5- EXISTING DITCH BANKS ARE NOT TO BE DISTURBED AND IF EXISTING DITCH BANKS AND MULCHED ACCORDING 11D S. DENSE VEGETATIVE
IN THE VEGETATIVE
U-CHANNEL POST. MOUNTING HEIGHT IS 7• TO THE BOTTOM OF THE SIGN. it AND THE CENII RUNE GRADED TO PRODUCE POSITIVE DRAINAGE, DISTURBED, THEY SHALL BE REGRADED TO HAVE 3:1 OR FLATTER SIDE SLOPES PLAN TO MAINTAIN A NGORWS, DENS VEGETA7H+E COVER.
20. ALL PROPOSED CURB & GUTTER WI7HIN RIGHT OF WAY TO BE MATCH EXISTING. ALL CURB & GUTTER WITHIN SITE / 5- CONTRACTOR TO KEEP INSPECTION AND MAINTENANCE RECORDS ON
TO BE 240. EXISTING DRAINAGE SYSTEM SHALL BE MONITORED DAILY AND NECESSARY ACTIONS WILL 517E AND AVNLAI3LE ALONG WITH A COPY OF THE LAND DISTURBANCE
20. THE EXISTING 017M BANKS ARE NOT TO BE DISTURBED AND IF EXISTING DITCH BANKS ARE DISTURBED, r BE TAKEN IN ORDER TO PROTECT THE SYSTEM. PERMIT AND A COPY OF THE APPROVED PLANS.
THEY SHALL BE REGRADED TO HAVE 3:1 OR FLATTER SIDE SLOPES AND THE CENTERLINE GRADED TO r
PRODUCE POSITIVE DRAINAGE. 6- AFTER CONSTRUCTION HAS BEEN COMPLETED THE OWNER WILL
1
30. THE OWNER OF THIS PROJECT MAY SE EUGBLE FOR A PARTIAL REDACTION IN THE MONTHLY STORMWATER FEE OWNER
THAT WILL BE ASSOCIATED WITH THIS DEVELOPEMENT. TO QUALIFY FOR A FEE CREDIT, THE OWNER WILL NEED TO PERPETUALLY MAINTAIN ALL DEVICES WHAT CONVEY SIF EROSION.
AND
PROVIDE THE CITY ENGINEERING DIVISION UPON COMPLETION OF THE PROJECT A COMPLETED CREDIT APPLICATION \ TOP- M.H. ALL VEGETATIVE AREAS 1D MINIMIZE THE EFFECTS OF EROSION.
CONSTRUCTION SEQUENCE
ACCOMPANIED BY A COPY OF THE STATE -ISSUED SIORMWJATER PERMIT AS WELL AS, A COPY OF THE SITE PLANS. r 1oP-40.39•
31. ALL STOP BARB SHALL BE LOCATED 4' BEHIND PEDESTRIAN CROSSWALKS. INv. 4o.t4• 1. OBTAIN PLAN APPROVAL_ SITE ADDRESS:
3980 GUM BRANCH ROAD
2. SCHEDULE PRE -CONSTRUCTION CONFERENCE WITH CITY OF ,JACKSONVILLE EROSION
PRE -CONSTRUCTION NOTES: CONTROL AND STORMWATER INSPECTORS [phone]. OWNER OR OWNER'S
REPRESENTATIVE SHALL BE PRESENT AT THAT MEETING. \ W,11111 ►►► OWNER/DEVELOPER
1. ALL CONSTRUCTION MUST A COMPLETED IN ACCORDANCE WITH THE STY N ALJACKSONVILLE AVAJUB MANUAL - %rrr'( C 'go /i/ CALVARY ASSEMBLY OF GOD CHURCH INC.
OF SIPECEICAIKINS, STANDARDS, AND DESIGN (MSSD). A COPY OF THIS MANUAL IS AVNUBLE N THE 3. INSTALL THE CONSTRUCTION ENTRANCES, ALL SILT FENCES AND TEMPORARY ♦ /
CITY �� </'• JACK GUM BRANCH ROAD
PUBLIC SERVICES DEPARTMENT AT JACKSONVILLE q HALL
2. PRIOR TO COMMENCING CONSTRUCTION THE CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTION SEGMENT TRAP (DETENTION POND) WITH AN INLET &OUTLET BEFORE BEGINNING . F %`
CONFERENCE WITH THE CITY OF JACKSONVILLE AT CITY HALL -GENERAL CLEARING. : QPO I 0•2y' 910-9 8-7017 NC 28546
THIS DEVELOPMENT QUALIFIES AS A TIER 1, PROJECT ACCORDANCE WITH THE SEWER ALLOCATION POLICY. 4. CONSTRUCT ALL SITE IMPROVEMENTS.
A SEWER ALLOCATION REQUEST FORM MUST BE SUBMITTED TO MICHAEL MOIRE IN THE PUBLIC SERVICES 8
3. .
�IGIEMW DEPARTMENT. A COPY OF THE SEWER ALLOCATION POLICY AND THE SEWER ALLOCATION 7 14P
REQUEST FORM ARE AVAILABLE ON THE STY OF JACKSONVILLE WEBSITE AT WAWW.C: JACKSONVR 1E.
NC.LIS AND 5. MAINTAIN S1Tri1C7URE5 DURING CONSTRUCTION. '
I NEE:'
ARE LOCATED IN THE ENGINEERING AND CONSTRUCTION SECTION UNDER GOVERNMENT & CITY SERVICES. 6. STABILIZE SLOPES & DITCHES AS THEY ARE BROUGHT TO GRADE 'i/ ••• G;
REF: D.B. 1417, PG 856 7. REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER AREA HAS BEEN //►710K. 11O
D\\rr
STABILI1
.B. 1544P PG. 41 �' I I
M.B. 49, PG. 10. SL L-868 l I O J
I'E
FER 14 2Q12
GRADING PLAN
FOR
;Y ASSEMBLY OF GOD CHURCH
PREPARED FOR
_ALVARY ASSEMBLY OF
GOD CHURCH, INC.
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L PIERCE & ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: OCTOBER 11, 2011
SCALE: 1"= 60' F.B. 561, PG. 1-7
JOB #2011-14149 FILE NAME:
GRAPHIC SCALE
a 30 so 120
240
( IN FEET )
I inch = 80 if SHEET 3 0 5F
G:\Project,\Calwry Assembly of God Church - New Gyrn\dwg\Bo,e.dwg 2/10/2012 1:42:51 PM EST

1. JOHN L PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN 4' PERIMETER LAWN LINE NOTE:
HEREON); THAT THE BOUNDARIES NOT SURVEYED AR` ollgil ININ� D.B. AR N. PARRIS THERE IS AN EXISTING NATURAL WOODED AREA HERE.
AS CALCULATED 1 OY INDICATED; AOOO+E WITNESS MYRATIO OF RECISIOK���N CAI? St 35. P. 186, SL. J-693 THE DENSITY AND WIDTH MORE THAN EXCEEDS THE
Co.
QESS/p\, Af,'� (VACANT) 5'
CANT) REQUIRED 4' AND IS TO REMAIN IN PLACE AND ACT HIGH x 12f WY A 4c�s ORIGINAL SIGNATURE, UCEDISIIRE NUMBERCND S�LOfQp ti9tiy ' WIDE
Z s
THIS-iSDAY OF /'� w 2 �/� rj4 SEAL �i AS THE 4' PERIMETER LAWN '
«, o «« WOOD BARRIER "
L-2596 Q: -- --47-- /A�/ ••z•,
1 It
I�ls I '
JOHN L PIER L-2596 i • ! SUP`�+�V��- 4r„ - s 404 WETLANDS «.w 810 \ I I +" ? �AAY
--_ . ' - a A A31 1 1 1"coo PApKW 56URC
I Y 8.56' ---� an.w \ EIP 1 I 1
-,--_-___..`------------------------------------ -- 'M4 __ ,Ilo 1 III II I IIII I EXISTING
FES '04YG
`2� i S 2938 50" W 886.95' -21 4 S 29'38 50 W 491.6/ 4 PERIMETER LAW(JNE I 3{a I 1
I! I I ° C3 w17 .4r.s +41. • \ _ �- - - i 1 111 TOP-48.53'
0 1 by ♦w.•• .o.ai P I 1 1 1 I It 1 Exlsl C.I. SITE
Ol i \ I +•zro C2 +a.w \ 12.6'a la 1 I I 1 II INV.-44.02' '�aa
_ I ! A PROPOSED 5' WIDE SIDEWALK I �:wm 11.
� r► ttg' t H I EwNc C.I.416
- - J 1 SIDEWALKS rnTO BE FLUSH WHERE THEY CONNECT. ' - /' .--. ♦o. I 1 I 1 II TOP-48,r50• MINTING GREEN OR.
' PROPOSED 4' SEWER LINE aa.W -{� 4.. INV.-43.83'
�\ EXISTING CHAINLINK FENCE TO BE MOVED TO OUTER I P10OPOSED . W BUILgNG •,�._�.. .__. +'•^• \, ` I , (((MMM'���mmm\' TMl�j 11 i VICINITY SKETCH - NOT TO SCALE
l \J EDGE OF SIDEWALK AS NEEDED. GRINDER & PUMP TAN ,A + .••.x i I' �G it I
I T 1 I 75 D" I `� +4rn ' I� I 12E7403PN '(1 1 II
. 1 � 1 I 1 II I LEGEND -
I y 1
I All
10-
TYPE W BUFFER YARD TO
`2J I EIS! NATURAL BUFFER E INSTALLED OR LEAVE A
I LU i
WETLAND LINE TABLE
LINE
LENGTH
BEARING
WI
22.87
"W
W2
19.24
-w
W3
44.44
7
W4
8.07
'11•
W5
28,15
'
WB
13.29
4 '0 .
W7
20.38
we
19.71
W9
26.64
'1
WIO
30.38
-
W11
26.01
W12
6.82
g
W13
126.16
50"W
W14
342.59
0W1
W15
Ill
W16
27.21
W17
51.27
W18
21.35
WT9
27.95
W20
37.73
4
W21
29.44
Ill
LINE
I BEARING
I LENGTH
L1
4"
44.14
L2
I N "W
I213.98
1
1 1
1
1 1•��20' D.AcU.E.
`28 1.✓`
1 1
1 1
' ' ` + ••T->o I ;r6 6 LF 15' RCP I f x IlgXj�ll IIZ I`c�l I I I III EIS - EXISTING IRON STAKE
+4r.m I,) 1 +IT .4a I I .4an �, R1V-4AS3 .a.w I is N I I It It I I 1 II I SISQP - SET IRON STAKE
a �, �+ ,- O ,J INV, FgI I 1 I II I EXISTING IRON PIPE
- - - - - I+ 1 �1 I t2 LF IS. I I I cn �,1 I 1 I ECM - EXISTING CONCRETE MONUMENT
III ; N I I 5 mum PROPOSEDASPi4LLr11 ( x II m tl I IIuI+�I I ?I I I � CC = coNma CORNER
_ , a (� o. +4aa (EXIT ONLY DRIVE) I I EPK EXISTING PK NAIL
- YI it +•r. X. z I� I I 'J'I I / +o.r• I ` '� I « I II I fI ml I Inl I ` z SPK - SET PK NAIL
< ' C Y 4Ob
i +.,.■ , I NI" I o W }O O U. IQi F NIX I �I ` IB $ I I III I N r a.. a' BLI) - BENCHMARK Ell - EXISTING NAIL
1 , ♦4r. ;t bm�I 0 O i m IF< I •4axil a•u• .•am\ \ ,yam .&�l1% II O D Z ix I NpI 111 II A -0 µ R RIGHT OFWAY
$I a" LL I I .an Yism \` \; I I 71 jll O I I I l IRR �c
10 pl 0- 0: n1 11 'w ' ( G)I , 1 1 1• I I o
O I 1 yy o EDP - PAVEMENT
FORMER LOT LINE II $ WI I a I I�q -I I 1* I IWI Ib ,' �' BOC - B OF CURBNC LINE
�IEIS --------------- ------------------- _ a a6^�� < YI CALK&GA\-1 i' ,s 1>I ICI I CO - SANITARYSEWERCLEAN-OUT
2T14,P" CUR \ I
25� I _ - - n' 1 .•4a - - I '• PR 1' W_ VICE - X f 1 I I I I
-------------I--__-.A-I- I--- ---- * I 1 I771I1
/ \ - - - `- - - - ' - I I '00I I WM - WATER METER
/ 1 "'"w ---- _ _ _ -- ,I 1 INv-IL3.GBII I I t u I PP - POWER POLE
I I ( � � ♦ ----'Ji48 m n - � -- '-' r J h 1$$ Il'• T'� 11 LP - LIGHT PONE
DEERFlELD, SECTION III I j _ �= �- }_ _ / -. ' I'$ PPT -POWER POLE WITH TRANSFORMER
EXISTING CHAINLINK FENCE I + f 1 •.iv1Ta�__�_ _ Q8, 1 CI II SL - SECURITY UGHT
M.B. 22. P. 79, SL. B-347 /«� - - - "_ _ k " _ , __ - - _ _ - • 1 1 1 I
I 1 1 L _ b N, MN iM _ - S-- 30' PWE }j 4B05TING d _ 1 1 1 I�I I1 I GIN -GUY WIRE
_ I EXISRNO SIMILE 312 1WDE - -- Mv.-44.64 .4a3 I 1 I ' I II DI -DROP INLET
(RESIDENTAL SUBDIVISION) I- i x ,_ w.4Nw.«.�� - - _ B f��t- T aa•. r> ' .w.n =48.00�4• IE I Q 1 1 I N I CS - CATCH BASIN
I .4zw \ ' {y\^:w 4 i « w 'l I'/i, JB w ,IUi4CTION BOX
---. r • .\ .,• 1 N RCP REINFORCED CONCRETE PIPE
I ; CALVARY ASSEMBLY OF GOD CHURCH, INC. -� I f 4,.w - "° ' -p` ° . = - -~ j 41 o I I I hI II I INV - INVERT
{ 48� - �, EXI57I10 FE'9 .�------------------------------------------ rw44' I I I I FES - FLARED END SECTION (PIPE)
I 1 D.B. 1417, P. 856 �N o� VAIN Ill1� f", 1 - _ ---` I 3 I i ' {Z14It I AC. - ACRE(s)
/3� I 1 M.B. 49, P. 10, SL. L-868 % Zi 49� j -49- - ' -- L -49_ i r 1 �/ I In1 II SF - SOUARE FEET
j _ _Dow- WATER VALVE
l 1 i 873,296.03 SF (20.05 ACRES) % I olo� EXISTING CIIAIAIM FEN Wi _ �` - I I I I 1 I II Dory- IRRIGATION VALVE
ZONED B-1 and 0&1 i " N;� 220 �_46���'.{1'�I - - - - -�- - -' - LIMITS ; ' I 1 I 1 I�t 11 I FOC - FIBER OPTIC CABLE BOX
CHURCH - SCHOOL ! I I ,j, n�`' ' �1m-._ �,- - _ - - -`-47 I I I 1 z' 1 IOi ° I TLB - TRAFFIC LIGHT BOX
/ j ! I Gpi(c l I. - R f I I t 1 1 I TB TELEPHONE BOX
/ I • , „' PLAYGROUND I \ C ---- x i �' t i I iDIt I NTS - NOT TO SCALE
-� -------------
Olt------------------- -----�::� w I MW -MONITORING WELL
AREAS C �8.0 . 1� 3 k�I •4 c•m B -�i I ----------------------------- 1 I �'��^ I ' I lot 1 li I SSMH - SANITARY SEWER MANHOLE
Ir�� rr
1 / L If w I ' .I Fn G;" 1', i r i i CABLE I N I t I II
�" I O z 1 o x \ \\ ZU '^ j °�'N' I II I 1 1 It
I DUhAE - DRAINAGE. UTILITY, 3EACCESS EASEMENT
\A V '�.{ '� 0 1 � 1 I�I ' II D.B., PG.- DEED BOOK, PAGE
(' o �t7, w b „ II I I I I I IODI 11 I M.B., PG.- MAP BOOK. PAGE
:ex --�� PLAYGROUND AREA W 6I :a tO '-i EXIST wAIP SERl __ I;i W.M. I I 1 1 I 11 --UT-- - UNDERGROUND TELEPHONE LINE
\ S.L. , i ' { I I CDC Ij --LIE-- - UNDERGROUND ELECTRICAL LINE
METAL �j ix nY �\ ( `1 I:� ( - ` _ I II I 1 t ii I --_ FENCE
-
DEERFlELD, SECTION III `�-' 'r' + `1A IIliL- - OVERHEAD POWERLINE
M.B. 22, P. 79, SL 8-347 I STORAGE j InAI SUS PARKING I Ic>3 \\\\ ,� ExISTIa 6' WATER :{ „ ` 1 I 1 'fit 11 I -SF- -SILT FENCE
I
(RESIDENTAL SUBDIVISION) I 1 _' t� , .- - _ - - -- EXOST.
SHEDS 6/ I� , I4r�. m `� y-•t-''� - -- iui II-Ii S� I I , I I I � II I - FIRE HYDRANT
i TIN SH •ryo- I D o IIOCI bIp -. EXISTING 2d ,
I / .,/ cPxw c, `\ � Sox I _ S , '�1�'N pp - POWER POLE
TYPE "8' BUFFER YARD % S. o / Exls-T 5 CONC. WALK F, 1 �I
\ I A NATURAL BUFFER -' LrC .: s.: �^y a ..._, CGNF f I �_ µ I I 11 ,J
7 _ ^-. T �--.-..T, --.�I '`ASS„ 1 I 1 II I LP -LIGHT POLE
230.3' N 125-0 II'�; ', ESMT. n,l it
1 1 I I I r•
�� 1 11. �L!>jC I y1 EXISTING 1-STORY EXIST. 1-STORY i-:i°O°-'. I 1`------------- --- -- -- ------------ ! I lye I %` 1�1 I I x O -SANITARY SEINER MANHOLE
f 1- . �wI1L� ` z HC -HANDICAP
INVr43.85' / EIS / Ld' I;;IO METAL BUILDING 0 METAL BUILDING (GYM) 11.I ---• _ l - -T_- p 11� 11 III II N t ---iw� �HCPS - HANDICAP PARKING SIGN
, I :isfl I y� , Ie a F.F. ELEV.= 49.50' r (7,500 SO.FT.) o X"It - ! i1 I I I�I Iy 1 I1 / �i /• L J L F 7� 1 I ,o (13 CLASSROOMS, K-4TH) ,o F.F. ELEV.= 49.50' bF, I FES s 1 I iiTTf
11 • / /i , / ? ��---\ Ld i ItV € HEIGHT OF BLDG. 16'-6' HEIGHT OF BLDG. 18'-6" tDI-:V-45.52 &INV �45.25' fl I o , I g 1 1 1 I iSo v
^^-,+r:-= •- /• 7�^ -+J�• T -rI. ,,.,, y"L�'k5J2'- CE I 1 1 I I _ µ - HANDICAP RAMP
l�-� I �{ I G 18' , I 1 1 I 14i Y I x HANDICAP PARKING SAGE
I•�-EXIST 5 CONC. WALK? 'T•-TNS EX151IN --' _
EXISTING 1 23'8• v' `\.a�i `�...-..�-:_�'�--F-••r%�.3•+i-r •� r.,. ... -C+x,_ .?,�-YL 'NV -46.52 F / �t`_ ! �I I 1 I i �' o -7
DUMPSTER WITH I - 7 \/ a / '- Ci. . ,_.'')` :��' p651111c wA7 x I 1 I I I I , I -
/j% 4 /' 10'8':16' CONCRETE " / a I' T i4-' �- �'•' I I
/ EXISTING ASPIMLT w n �,'s . I 1 1 I STOP - PAINTED STOP BAR
/�/, ,ry\ i• DUMPs7ER PAD I / - I I i li liy-" x ' I 1 1 1 1
i-ExIST. WATER SERVICE _ ll� W� I I ' t ' - STOP SIGN
�•,% .' EXISTING . S IT%Ibtl -' J' RADIf- (I Ig¢ 1 1 I I I iI I
'EXISTING
y� i' 0' DRAINAGE dt UTILITY E "B" BUFFER YARD I S �` -� / CURB EXIST
BEHIND CURBNPGRIVACY PARKING BUMPERS BUFFER
II ST'ORMWATERPOND2 I 'Y I i ' I I II ■ • GRADING -
/�� i! EASEMENT I t2'125' ADINGTE / I- BUFFERIY� 'fI \�P .%' - 15• `1P� " S� ' 1 I I I II i CP - COMPACT PARKING SPACE
GATE::._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.. _.._.. _.._.. _.._.._.._.. _.. _.._ ._.._.._.. _.._.._.. _.. _.._.._.. _.._.._.. TYPE i 20 i 3'�! '' 'E $- t\ - ' I I tEPK II - PROPOSED TRAFFIC FLOW
_. _. _. _. _.._. _. _. _. _. _.._. _. _. _. _. _.. _. _.._. _. 7 . �` GATE I
_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - .._.. - - - - '!1 , --- ------- --- - --------------- -- - --------- -- - -- - --- _`_ _--- ------ --- ---------- ----- , - �'�+� I 1 w 1 I I I- EXISTING TRAFFIC FLOW
-------INV.-44.4----------- I
/ - - - - - - - - - - - - - - - - - - _ _ - .�_ . _ . . _ . 1 1 II • SBOF - STEEL BOLLARD WITH CONCRETE FILL
� - - - - - INT. 000 -INTERIOR LANDSCAPING
!sa aa• a.s�-- ------------ ------ ---------_ ---- _- -_-_- - i
I I It EXT -EXTERIOR
E50STINLr19 C N 29'41'58" E 1197.72'it
S sHEO 1 N 29'39'12" E 246.02' / IS N 29'38'26" E 190.92' EI t j I 1 1 It 1 +17.47 - EXIGG SPOTELEVATION-----------�J`---2--1 / I /--- ------ -------- ----
L----------------- / I ` 11 1 7 -- - 511/ALEIltY w10E T--e.O xaz I 25x3 OT-------.,- - EXISTII PIPES I 1 I 1 1 1
-----
/ 15'DRAINAGE 7-- t--------- / ��
- - - - - - - - - - - - - i - / EIEC. Box EIEc. ITo1L� METAL f / 6' wal n 1 1 I i i 0.00 - PROPOSED GRADE
19\ 1 / I DEERFIELD, SECTION II 25'DRAINAGE. �- �-'-I l% I I 1 - Ay I1-sTORY I ; _ 1 I - SHED PRIV Fo+cE , I „
`/ UnuTY k 14` M.B. 22. P. 24, SL. B-292 / UTILITY & / I / 1 / / / ` 1 I EXISTING JUNCTION BOX 1
GABLE TV 1 l/ 1 1 f I 9 / I -__ _ I/ i / I TOP-46.4 - I
(RESIDENTAL SUBDIVISION) CABLE TV w 110U9E I I .-�--- `� 101 1-STORY 121 1, �+ _ ___
. 1-STORY I I r____- -STOR I l J ( Srolpy / I INV.-43.76 I I EG - MATCH EXISTING GRADE
1 I / l l L1 I HOUSE I I /rol/g I 10'DRAINAGE EXISTING C.I.
EASEMENT I 1 / / EASEMENT I / I �,� / I j 1-sroRr ( I 1 t I TG0.00 - PROPOSED GRADE AT TOP OF CURB
/61 1 51 / / I� - - _ 1 `\.lam-"'�IYAyI � l 1 W 7ERLI4Er ` � I I I MOUSSE 1 J 1-510RYi I I l it I -1 t / ec unuTY I HOMER HOBGOOD p 11IA1a �" i0P-48.46'
- I ' I I HOUSE ' I \ / I -J / EASEMENT I D.B. 721, P. 698 80 one I INV.-42.68' I TW-0.00 - PROPOSED GRADE AT TOP OF WALK
/ - / (OFFICE) - z
B. 25, P. SECTION VII -
/ \ \ M.B.22. P. SECTION 2 / / / / -- `/ I M.B.25, P. 20E SL D 208 I / \\ // `, ,,, `/ I ' I 1 00 DBL -DRAINAGE BREAK LINE
/M.e. 25, P. 20, SL. D-208 \ I p I uD
/ . 22. P. 24. SL. 8-292 / y, f j W ' � M I--•--�--�-
\ \ (RESIDENTAL SUBDIVISION) / / ; `� _ IQ 11 / IFIg 2 e " - - -I - - - - - 1 - (RESIDENT4 SUBDIVISION) I / \ ; I I J , I I 1 41ft 1 �, N - DOUB11"CONCRETE BLOCK FILTER
'7-'F't� - 5w• sEVE a - L - - _ - - L __ / 1 '' I �_ j I i I i-� - case INLET PROTECTION
(, - - / /4'rv'.I- MILESTONE COURT
1 �°IiLtllAybrl F.IL 40' IP/W (pU r - - - - - - - - - - -i
_ I I I I
� BUG) N.C.S.R. 1967 / (
ll ' I
I 41 !U 04
111,,,m I /
11;a I i EPK 'ARENA BL VD - -
i 4:1
EROSION CONTROL NOTE I IA
Ic
t
THE EXISTING DRAINAGE SYSTEM IS TO BE PROTECTED FROM THE EFFEC73 OF SEDIMENT
1-
ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED
i
BEFORE AND DURING THE INSTALLATION OF THE PROPOSED STORM DRAINAGE SYSTEM.
FOR STABIUTY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING
t
t
/
PROTECTION SHALL INCLUDE BUT NOT BE LIMITED TO:
RAINFALL BUT N NO CASE LESS THAN ONCE A WEEK. ANY NEEDED
REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS
��'•
1- INSTALLATION OF SILT FENCE AT SPECIFIED LOCATIONS SHOWN HEREON;
DESIGNED.
1
1
2- INSTALLATION OF CONSTRUCTION ENTRANCE;
2-
SEDIMENT WILL BE REMOVED FROM THE INLET PROTECTION DEVICES
WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50R FILLED.
3- INSTALLATION OF DOUBLE -CONCRETE BLOCK FILTERS AT ALL PROPOSED LOCATIONS
3-
SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN
SHOWN HEREON; AND
IT BECOMES ABOUT 0.5 FT DEEP AT THE FENCE THE SEDIMENT
i
4- SEEDING AND ESTABLISHING GROUNDCOVER IN ACCORDANCE WITH VEGETATIVE PLAN.
FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
t
t
5- EXISTING DITCH BANKS ARE NOT TO BE DISTURBED AND IF EXISTING DITCHSAWS
4-
ALL SEEDED AREAS WILL BE FERTILIZED. RESEEDED AS NECESSARY,AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE
i
ARE DISTURBED. THEY SHALL BE REGRADED TO HAVE 3:1 OR FLATTER SIDE SLOPES
PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
-
/
AND THE CENTERUNE GRADED TO PRODUCE POSITIVE DRAINAGE
t
/
i
EXISTING DRAINAGE SYSTEM SMALL BE MONITORED DAILY AND NECESSARY ACTIONS WILL
5-
CONTRACTOR TO KEEP INSPECTION AND MAINTENANCE RECORDS ON
SITE AND AVAILABLE ALONG WITH A COPY OF THE LAND DISTURBANCE
BE TAKEN IN ORDER TO PROTECT THE SYSTEM.
PERMIT AND A COPY OF THE APPROVED PLANS
/
i
6-
AFTER CONSTRUCTION HAS BEEN COMPLETED THE OWNER WILL
PERPETUALLY MAINTAIN ALL DEVICES THAT CONVEY STORMWATER AND
1 EXIST. WH.
TOP-46.39'
CONSTRUCTION SEQUENCE
ALL VEGETATIVE AREAS TO MINIMIZE THE EFFECTS OF EROSION.
Is`'-40•14
1. OBTAIN PLAN APPROVAL
SITE ADDRESS:
3980 GUM BRANCH ROAD
2. SCHEDULE PRE -CONSTRUCTION CONFERENCE WITH CITY OF JACKSONNII.E EROSION
CONTROL AND STORMWATER INSPECTORS [phone]. OWNER OR OWNER'S
REPRESENTATIVE SHALL BE PRESENT AT THAT MEETING.,
illlll
OWNER/DEVELOPER
3. INSTALL THE CONSTRUCTION ENTRANCES, ALL SILT FENCES AND TEMPORARY
hh�O .,. •• .. / /i,
Oti
CALVARY ASSEMBLY OF GOD CHURCH INC.
SEDIMENT TRAP (DETENTION POND) WITH AN INLET &OUTLET BEFORE BEGINNING
0
� P
? '
3980 GUM BRANCH ROAD
GENERAL CLEARING.
¢
NC 28546
SEAL A9/=
JACKSONVVILLE,
4. CONSTRUCT ALL SITE IMPROVEMENTS.
- 18148
5. MAINTAIN STRUCTURES DURING CONSTRUCTION. �. •• FNG�NEE.•'••
6. STABILIZE SLOPES & DITCHES AS THEY ARE BROUGHT TO GRADE//� • SO��`
�,
"Nnnnlltl
REF: D.B. 1551474. PPG. 41IN56 7. STABILIZED.
TEMPORARY EROSION CONTROL MEASURES AFTER AREA HAS BEEN
M.B. 49, PG. 10, SL L-858 1`
FEB 14 Z01Z
EROSION CONTROL
FOR
;Y ASSEMBLY OF GOD CHURCH
PREPARED FOR
.,Al VARY ASSEMBLY OF
GOD CHURCH, INC.
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES. P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: OCTOBER 11, 2011
SCALE: 1"= 60' F.B. 561, PG. 1-7
JOB #2011-14149 FILE NAME:
GRAPHIC SCALE
0 30 60 120 240
( IN FEET )
I inch - 60 tL SHEET 4 OF 5
;:\Projects\Cdwry A • bly of God Church - New Gym\dw9\Box.dw9 2/10/2012 1:42:51 PM EST

1/2" RAD.—\ I_ s
AHUILL THE STATE HAS MODIFIED THE REQUIREMENT FOR POSTS USED
WITH SILT FENCES. THEY MUST NOW BE AT LEAST 1.33 LBS. PER
LINEAR FOOT STEEL POST, WOODEN POSTS ARE NO LONGER ALLOWED.
1'-6'
3" RAD.
T
0
i ..
'.• •A fY ... .. • .. ..
2'-0"
SPILL TYPE 24" CONCRETE CURB & GUTTER
NOT TO SCALE
PAVEMENT DETAIL
NOT TO SCALE
1/8" RAD.
N
to
R7-1e
12'xS'
MUTOD'
IN
Ri7—BD MAXIMUM
ALW
124Br •"E"am
VAN ACCESSIBLE
nos
1. ALL 12rXIW ACCESSIBLE SIGNS (R7-81 ! R7-11 SIWLL BE
MOUNTED AT 7 FEET FROM MODE TO BOTTOM ESE OF BE
FACE (MUICBC ). MOUNTING HEIGHT GIN BE REDUCED To 5
FEET d RASED N N1 AREA BETWEEN 90EWNR AND BUILDING
FACE N WITCH PEOEWRMNS ARE NOT EXPECTED TO USE
2. REFER TO MANUAL ON LNFDRM TRAFFIC CONTROL DEVIL'ES,
(NUICD) U.S DEPARTMENT OF TRANSPORTATION AND NORM
�ROLAM DEPARTMENT OF TRANSPORTATION SUPPLEMENT.
3. IF ACCESSIBLE ROUTE S A RAISED SDEWA.K AEA
THEN RAMPS ARE REOUiED AT LOADING ZONE AREA
SIGNS TO BE LOCATED HERE
®MVT'CD R7—S1 IF THERE IS A SIDEWALK E'
TENTS* �FRONi OF PARKING SPACES
•a SIGNS TO BE LOCATED HERE -
IATHERE IS NO SIDEWALK IN
•• [FRONT OF PARKING SPAC66 \.
MFADIAIAYLUY R,� \ ' a
f TM 12'x0'
480
STANDARD
HANDICAP SIGNS &
PARKING SPACE DETAIL
NOT TO SCALE
PARKING SPACES
PLAN VIEW
GUTTERBUO
GUTTERBUDDY®Curb Inlet Drain Filters
OR EQUIVALENT TO GUTTERBUDDY®
R/W
THICK
MIN.
CONSTRUCTION
ENTRANCE
PROFILE
GEO—FABRIC
EXISTING ROAD
12' MIN.
(SEE NOTE)
PLAN VIEW
50' MIN.
LENGTH
R/W
Construction Specifications
1. STONE SIZE — 2"-3"
2. LENGTH — AS EFFECTIVE, BUT NOT LESS THAN 50 FEET.
3. THICKNESS — NOT LESS THAN SIX (6) INCHES.
4. WIDTH — NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS
OR EGRESS. MINIMUM OF 12'.
5. WASHING —WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR
TO ENTRANCE ONTO PUBLIC RIGHT—OF—WAY. WHEN WASHING IS REQUIRED, IT SHALL BE
DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED
SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING
ANY STORM DRAIN, DITCH, OR WATERCOURSE THROUGH USE OF SANDBAGS, GRAVEL,
BOARDS OR OTHER APPROVED METHODS.
6. MAINTENANCE — THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS —OF —WAY. THIS
MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND
AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL
SEDIMENT, SPILLED, DROPPED. WASHED OR TRACKED ONTO PUBLIC RIGHTS —OF —WAY MUST
BE REMOVED IMMEDIATELY.
STABILIZED CONSTRUCTION
ENTRANCE
(D-5)
NOT 1Q/TC�SH
HARDWARE CLOTH
Crw•
�Mft,,,\!R
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BASIN
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�Ol.,x:)s.hy 4.�er'•;;G
STONE
PLAN
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#5 f—HARDWARE CLOTH
STONE
DEPTH VARIES
CATCH BASIN
BLOCK
1
SECTION A —A
DOUBLE CONCRETE BLOCK FILTER AROUND CATCH BASINS
HI
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
John R. Freshwater, PE
3817-3 FREEDOM WAY, HUBERT, N.C. 28539
PHONE: [phone] - FAX: [phone]
Llcmw No.: C-2553
I
FEB 14 IGIZ
I
DETAILS
FOR
CALVARY ASSEMBLY OF GOD CHURCH
PREPARED FOR
SITE ADDRESS: CALVARY ASSEMBLY OF
3980 GUM BRANCH ROAD - GOD -CHURCH, INC.
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
OWNER/DEVELOPER PREPARED BY
CALVARY ASSEMBLY OF GOD CHURCH INC.
3980 GUM BRANCH ROAD JOHN L. PIERCE & ASSOCIATES. P.A.
JACKSONVILLE. NC 28546
910-938-7017 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: OCTOBER 11, 2011
SCALE: 1"= 60' F.B. 561, PG. 1-7
JOB #2011-14149 FILE NAME:
SHEET 5 OF 5
G:\Projects\Calvary Assembly of God Church — New Gym\dwg\Detoils.dwg 2/10/2012 1: 48:08 PM EST

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NOTE:
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BROKEN FOR CLARITY
+47,85
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+4824 +47.60 OSCAR N. HARRIS +47 78
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M.B. 35, P. 186, SL, J-693
S 29'38'50" W 1
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13 LIVING JWAATER INVILLE Ta�HRISTIANG SoH00L, INC.
NTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES. P.A.
STORMWATER POND DESIGN 8Y: 409 JOHNSON BLVD JACKSONVILLE NC 28540
a
PHONE: [phone] DATE: JANUARY 3, 2005
Crystal Coast Engineering, P.A. SCALE: 1°= 40' F.B. 561, PG. 1-7
Civil and Environmental Consulting Engineers JOB #249368 FILE NAME: LIVING WATER CHURCH
David K. Newsom, PE GRAPHIC SCALE
3817-3 FREEDOM WAY, HUBERT, N.C. 28539 40 1 so a1 1 eo
PHONE: [phone] - FAX: [phone]
( IN FEET )
I inch = 40 pL
SHEET I OF 3

1 1
\
i 1 \ I
1 \ I
\ \ I
1 \ I
1
1
OSCAR N. HARRIS
1 \ D.B. 1417, P. 517
\ M.B. 35, P. 186, SL, J-693 I
(VACANT)
'SIS ' \, — S 2918'50" W 1378.56' �\ I
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+b.0e / _ �SIDEW �C ESMT, / I
+47.9J +a).99 +47,M +a>.7e l +•e.b \ +n.ns / +b.'P +aDSCAR N. HARRIS]e ns 9<
+a). \ +ae.b +•].N }a).1� +b.33 +a&>9 +•9.J0 +100.90 +•e.e! +b.J] \ +•) \ +NJ� •e.9! }d9,
/- D.B. 1417, P. 517 1 \ �\
8 26 �/ / \ \ 1 \ M.B. 35, P. 186, SL. J-693 WOODED \ \
) �EII / \ WOODED \ I / V A AREA \ \ I I I
II / AREA \ / \ \ WOODED d
1 +NJ4 47.34 +.].
\
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/ S
DEERFIELD, SECTION III Il/I i \ \\ l -�'\) + . Aix EASEMENta
M.B. 22, P. 79, SL. B-347 I;;, , `\ \ \ l 1 TOTAL AREA .,,+��.-�-- =" - - -'•'ss- _ - _ +.,.� I
RESIDENTAL SUBDIVISION I / r + `
+,J.eo ( I I l \ \ \ I 1 JT—+-1A19- — — y+fi9>—• — ]iL — .— p��- 7. +O. +b.03 I
—,J• / 20.05 ACRES I `�1 '
\ I n.0 WOODED +4e.n l I I
`�L., +o.n +o.es +a.m f•en � n AREA +bJ1 i ail
i
(873 296.03 SQ.FT.) C3 ' u _ PA
9 �/ W I ;` I+ +•nJ0 \ \.._- \ \ +Q.Je III — .
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.e. +ae.!] +b.J>/ \+a11 .+a>.e] +e.e9 +as9 +9.10 6S 'N +e9+a1s +e�\`+.Ir+49.47
))11 ((II +47.73
m 81 STREET L*WN
PLAYGROUND j' RI i- \ \ \ \ \ I � J A
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WOAREODED I
a / +b.le PLAYGROUND + ,*S.t I � I
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J� \ \ I / / / / ' l' -� \ / j� .'L"If is • a.90 — a,.9s a].n azae n.x I , I I 1 1 1 I I ! / I
LLLR� 1GLL, SECTION III III IIII '.� \. +.,,! �b.m +4e.15 +.z90 +a.J9 1 +4a,9 +n.n ( +sie +•nee +4e.ai +4e.n +.e.n .9.03 10 / ,a ��""I 41 \ , I SIG \I`; 1 1 I
M.B. 22, P. 79, SL. B-347 ) 1 III j + eJe Ia�s"°" ( n
(RESIDENTAL SUBDIVISION) + .m / I / I I µw.,9 1 4n9e e 1
I J1
/ / i l I SHED TIN1eb.l +4an +•nm On.n "; \4 ...,. .... +v.4...... _ ... ++•,e1. . •-a.b
�', l ` I F EXISTING 5' CON( WALK 447M
— — �
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2
A�TI1L STORAGE Y` 1� X �o:���..WL�.ri�� ':�::v�r9u...:�..���..1.J�r� ...:.. _, i:SL `"�'S�iYirv. iry�p H/C 1 \ b ini'e 5 .90 \ y0. `JG.xa AMP
I 1 p
tttt"---',,,8"' , I EXISTIG 1-STORY IY 'Ti EXIST. 115S pI�Y yt. +aso �— �-.1 -� 1 I 1 11 lyill
JI METAL STORAGE b 14 METAL BUILDING 1�; 1 11I Io°Uee�
43 \ \ / SMiDS v 1 W 1 (13 CLASSROOMS) / GYM l + ea \ 7
/ y V I \+ t i HEIGHT OF BLDG. 18'-8" / 9�0 ( 0 SQ.FT.) otE .,.,! E NG AS ff a l I I II 1 I 1 II11 Uiil ��J
e!- t i 1 I F.F. ELEV.- 49.50' 1 1 11 1
J J i ¢ 1 i - t w61S HEIGH F @LOG. 18'-6" .. /�-� a���� ".st\ '° - 1 1 1 1
/ SL
+.eu +4,n0 +.�ie +4n,J +•a0 +4].e9 +ants +4az• +4e.!] +4nee +G.Go \ .230.3 "H 'Y4i.� .i It 1 / _ -t- 1 1
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ter....Ti9W�9• +. 4n4J DL_=\ ai• 1 I 1
1 a I I / ae.J, i t%/✓i E .94 • 1 I I 1 1
rvaED `� WOODED ,. �. .e? 1 EXI T. 5 CONC.IW Iv �iA4 I I 1 .� 1_..I.-J 1 MI V.� I , H/C _ ,J_ I i ,.., ,-r___ _i .ice V \ 4 1 I 1 1 I
v AKA A AREA 1 t) ISTIM
Eris \4"SEWER
/ \ 101 RAMAGE
\ , / UTILIT EASEMENT �.
------ --------------------------------
---T--•yam-------r...l•---------------
+b..l
IN 1 R — - - -
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47.9s �� \\ +MJt +4&M / +4na3
+a).M —+a) J +•e9{— ....AJ.9)/J\ 'I.tllll
19 15'DRAINAGE, UTILITY DEERFIELD, SECTION II /
S. CABLE TV ESMT. I 14 1 M.B. 22, P. 24, SL. B-292 2S'DRAINAGE, UTILITY /--.- +b.n I
� LEGENDI
U
EIS
= EXISTING IRON STAKE
EIP
= EXISTING IRON PIPE
a ECM
= EXISTING CONCRETE MONUMENT
DI
as DROP INLET
Y SIS
= SET IRON STAKE
z CP
= COMPUTED POINT
SPK
= SET RK. NAIL
Z RCP
= REINFORCED CONCRETE PIPE
i WM
= WATER METER
XWV
WATER VALVE
MH
= MANHOLE
i MW
= MONITORING WELL
Y PP
as POWER POLE
= SECURITY LIGHT
CL C/L
= CENTERLINE
w R/W
= RIGHT-OF-WAY
¢ N/F
= NOW OR FORMERLY
3 FH
FIRE HYDRANT
Lo INV
= INVERT
z
j CO
= SEWER CLEAN -OUT
-E-
= POWER LINE
i
= HANDICAP PARKING SPACE
3
a MBL
= MINIMUM BUILDING LINE
—sF
sP-sF = SILT FENCE & CLEARING LIMITS
Ou
_
z:8' HIGH VINYL PRIVACEY FENCE
u ®
= ROCK DAM
w I- — x -
= 4' HIGH CHAIN LINK FENCE
F
LINE TABLE
LINE
BEARING
LENGTH
L1
NOO'52'24*E
1 44.14
L2
N61 5"W
1 213.98
REFERENCE&
D.B. 1417, P. 856
D.H. 1544, P. 41
M.B.49, P.10
.yru
E L-
(RESIDENTAL
�SUBDIVISI� CABLE TV ESMT.
j /--rCO
(C./ 12 /(\ 6 I �
DEERFIELD, SECTION II
M.B. 22, P. 24, SL. B-292 O
(RESIDENTAL SUBDIVISION)
SITE DATA BLOCK OF FEATURES
EXISTTNG USE(S): CHURCH & SCHOOL
SITE ZONING: - B1 & Odd
TOTAL ACREAGE: 22.05 ACRES(873,296.03 SO.FT.)
R OF SITE DEVOTED TO OPEN SPACE: 66%
NUMBER OF UNITS: 1
TAX MAP AND PARCEL NUMBER: MAP 338, PARCEL 27,3
DEED BOOK AND PAGE NUMBER: D.B.1417, P.856. D.B.1544. P.41
VEHICLE ACCESS AREA EXISTING: 48,077.70 SQ.FT.
THE MAP BOOK AND PAGE NUMBER: N/A
IMPERVIOUS SURFACE AREA (excluding buildings): 115,134.77 SQ.FT.
IMPERVIOUS SURFACE AREA (including buildings):157,442.00 SQ.FT.
MI
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TOP-46.39'
INV.-40.14'
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N.C.S.R. 1967
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M.BE25EPDIOESL�D'208
(RESIDENT SUBDIVISION) I
DEERFIELD, SECTION VII
M.B. 25, P. 20, SL. D-208
12 ;>
II
—�— —
:Sjtfevi +b.e,
10'ORAINAGE L \
ILITY ESMT.
\ YA \
1 \
THIS IS TO CERT Y WHAT,, THIS MAP
WAS PREPARED FROM
AN ACTUAL S RV Y_,BY�}F DR UNDER
MY DIRECT SUPERVISION,
AND THAT T bR.T� S7JRE AS CALCULATED BY LATS. &
DEPS. IS 1 i'
41Y H'A% $Stjtl_ sL
DAY Qd4
2IIT�SS
_ L 2596 0.
,,,uanlunll\\\"
SKETCH - NOT TO SCALE
„v! t ----8 STREE LAWN W ! i1 Dip. ;48T J.J}I
+bJJ .�� qP 11j6
10EY FENCE ' \L +b.__CACLG ,1, ; 8�1 II
-�. — — + I it I
— — —eh JPr=�
EIS N 29.38'30' E 190.91 w gab I I j I II b.]e
+l'1 1 I 1it
l 3; ; I 1 it I
+bJJ +b.e9 +anb I , 11 1 11 /
_ - HOMER HOBGOOD I i
D.B.\721, P. 698
(OFFICE)\ to i I
r >.
i14
1
I \L v Ili
CU
J�—
APPROVED-
NORTIH CAROLINA ENVIRONMENTAL„ —
MANAGEMENT COMMISSION I —
ARENA B� �D — —
DIVISION OF WATER QUALITY I -
O U
tI I�
EXISTING CONDITIONS MAP
SHOWING
PROPERTY ADDRESS: 3980 GUM BRANCH ROAD
OWNERt CALVARY ASSEMBLY OF GOD CHURCH INC.
39M GUI BRANCH ROAD
JACKSONN ILLE. NC 20546
910-939-7017 REVISED: MWARY 20. 2OOG(PER CITY COMMENTS)
CALVARY ASSEMBLY OF
GOD CHURCH
PREPARED FOR
CALVARY ASSEMBLY OF GOD
CHURCH INC._
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L PIERCE & ASSOCIATES. P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: NOVEMBER 5, 2005
SCALE: 1"= 60' F.B. 561, PG. 1-7
JOB #249368 FILE NAME: LIVING WATER CHURCH
GRAPHIC SCALE
( IN FEET )
1 inch - 60 ft.
SHEET i OF 7

1.
2.
3.
4,
5.
6.
7,
CONSTRUCTION SEQUENCE OF EACH SECTION
OBTAIN PLAN APPROVAL.
INITIATE CLEARING & INSTALL CONSTRUCTION ENTRANCE, GRAVEL, & RIP -RAP FILTER BASINS,
& INTERCEPTOR DIKES ADJACENT TO DITCH,
BEGIN STRIPPING SITE & EARTHVDRK. INSTALL ROCK DAMS & SEDIMENT TRENCHES IMMEDIATELY
UPON OPENING OF ENTRANCE, ALSO INSTALL CONSTRUCTION ENTRANCE.
INSTALL CULVERT, MAINTAINING FLOW IN EXISTING CHANNEL. UPON COMPLETION, INSTALL U.S. &
D.S. RIP -RAP & BEGIN PLACING FILL OVER PIPE, ELIMINATE INTERCEPTOR DIKES.
MAINTAIN STRUCTURES DURING CONSTRUCTION,
STABILIZE SLOPES & DITCHES AS THEY ARE BROUGHT TO GRADE. \ \
REMOVE TEMPORARY MEASURES, \ \
SL = SECURITY LIGHT
C/L = CENTERLINE
R/W = RIGHT-OF-WAY
N/F = NOW OR FORMERLY
FH FIRE HYDRANT
INV = INVERT
CO SEWER CLEAN -OUT
-E- = POWER LINE
Lt%= HANDICAP PARKING SPACE
MBL = MINIMUM BUILDING LINE
NSF-sF-sF-- = SILT FENCE & CLEARING LIMITS
>-� 8' HIGH VINYL PRIVACEY FENCE
® ROCK DAM
x - 4' HIGH CHAIN LINK FENCE
HE = PROPOSED GRADE
+48.68 = SPOT ELEVATION
Jerk
e DECIDIOUS TREE
• = SHRUB
LINE TAME
LINE
BEARING
LENGTH
L1
NOO-52*24*E
44.14
L2
N61' 5"W
213.98
REFERENCES,
D.H. 1417, P. 856
D.H. 1544, P. 41
M.B. 49, P. 10
TOIaURf eeeee sw d
aT �
-.e-
WX wr
Q
asv ew
.�
PROAM Peen eaa
.®
w Tv or aw oaer
M ws
"A"
ownerenip status trentai, c oommiums, etc.):vTnn
type of units: 1 STORY METAL BUILDINGS
density. D/A
number of parking spaces required 145 SPACES(1.5 SPACES PER CLASSROOM
IN ELEMENTARY SCHOOLS, 5 SPACES PER CLASSROOM IN HIGH SCHOOLS
dt
1 SPACE PER EVERY 4 SEATS IN MAIN ASSEMBLY)
number of parking spaces proposed: 162 SPACES
number of parking spaces existing: 86 SPACES
number of compact car parking spaces allowed :(up to 25% when
10 or more) 62 SPACES
number of compact car parking spaces: 0 SPACES
number of parking spaces provided: 248 SPACES
the map book and page number: M.8.49, PAO
deed book and page number.D.B.1417, P.856, D.B.1544, P.41
tax mop and parcel number MAP 338, PARCEL 27,3
calculation of required landscaped area: 157,134.77 SQ.FT.
calculation of vehicular surface area exlsting:48,077.70 SQ.FT.
calculation of vehicular surface area proposed: 109,057.07 SQ.FT.
Impervious Surface Area (excluding buildings): 115,134.77 SQ.FT.
Impervious Surface Area (including bundings):157,442.00 SQ.FT.
Required landscaping:13.816.00 SQ.FT.
Required interior landscaping:6,908.00 SQ.FT.
Provided interior landscaping: 7474.0 sq.ft.
Required exterior Iandscaping:6,908.00 SQ.FT.
Provided exterior landscaping: 7064.0 sq.ft.
Total development impact area:3.90 ACRES (169,743.84 SQ.FT.)
Impervious Surface Ratio: 0.93 (HIGH)
# of trees required:40 TREES
III of trees provided: 42 TREES
of shrubs required: 362 SHRUBS
of shrubs existing: 50 SHRUBS
""
THIS IS TO C f "IN
AN ACTUAL "
M of shrubs provided: 312 SHRUBS
AND THAT Lti `
DEPS. IS 1
20T� 4Hlyf &&
JOHN L.
31M
'Y SKETCH - NOT TO SCALE
)NA
1, LOCATION OF EXISTING WATER AND SEWER MAINS TO BE VERIFIED AT THE -
TIME OF CONSTRUCTION. I
2. CONTRACTOR TO MAINTAIN 10 FEET OF HORIZONTAL SEPARATION BETWEEN I I_ `
WATER AND SEWER SERVICES,
r 3. WATER IS PROVIDED BY ONSLOW COUNTY, AND SEWER IS A PRIVATE SYSTEM.
4, CONTRACTOR TO PROVIDE POSITIVE GRADES FROM BUILDING TO WALKS AND USE zl IA
FILL AS REQUIRED.
i 5, THIS SITE IS SUBJECT TO SELECT CLEARING AND NO CLEARING WILL BE DONE tl Iz
WITHOUT THE OWNER OR HIS REPRESENTATIVE'S APPROVAL. SITE PLAN
6. SITE SUBGRADING, TOPSOIL AND UNSUITABLE MATERIAL REMOVAL AND DISPOSAL PROPERTY ADDRESS: 3980 GUM BRANCH ROAD
SHOWING
ARE REQUIRED TO HE DONE PRIOR TO PLACING THE SELECT CTED IMATERIALS. CALVARY ASSEMBLY O F
7, ALL STORM WATER HANDLING FACILITIES SHALL BE CONSTRUCTED INN ACCORDANCE r G 0 D CHURCH
� VITH N.C,D.N.R. STANDARDS AND SPECIFICATIONS AS APPROVED BY THE CITY OF JACKSONVILLE, ,.•' '
8. ALL PAVEMENT AND STONE BASE SHALL BE INSTALLED AS PER N,C.D,O,T. jN S AR,
STANDARDS AND SPECIFICATIONS AS SHOWN IN DETAILS. i
9. SUBJECT TO CONFIRMATION OF WATER METER SIZE ADEQUACY, F�SSipti % OWNER/DEv1:LooEs PREPARED FOR
10. MAXUMUM BUILDING HEIGHT IS LESS THAN 50' :Q 3�QIIN"BRSEMBLANCH ROAD deJRC" �'a CALVARY ASSEMBLY OF GOD
11. AS THIS SITE IS DEVELOPED, ALL ENVIRONMENTAL REQUIREMENTS SHALL BE MET. SEAL JACKSONVILLE, Nc 285+6 CHURCH INC
12. ALL POWER POLES, POWER LINES, ETC, ARE TO BE RELOCATED TO ACCOMMODATE _ IFii43 _ 910 .
PROPOSED CONSTRUCTION. ONSLOW COUNTY, NC
13. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION, JACKSONVILLE TOWNSHIP,
14. HANDICAP PARKING SIGN IS TO BE ABOVE GROUND AND BE EITHER R-7 OR �1 PREPARED BY
12-8 SIGN,
15. NO NATURAL GAS ON SITE, TORMWATER POND DESIGN BY:
K. tJG' JOHN L. PIERCE & ASSOCIATES. P.A.
S
� 16, ALL DRAINAGE SHALL HE SHEET DRAINAGE OR WITH SURFACE DRAINAGE CAS SHOWN). 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
17, CONTRACTOR TO PROVIDE HANDICAP RAMP AS REQUIRED BY THE CITY OF JACKSONVILLE's 166 Crystal Coast Engineering, P.A.
SPECIFICATIONS. Civil and Environmental Consulting Engineers PHONE: [phone] DATE: NOVEMBER 5, 2005
EXIST. M.H. I
' WAS PREPARED FROM TOp�46,39' 18, PARKING REQUIREMENT - 1.5 SPACES PER CLASSROOM ELEMNETARY & 5 SPACES PER CLASSROOM HIGH SCHOOL David x.Newsom, PE SCALE: 1"= 60' F.B. 561, PG. 1-7
:R MY DIRECT SUPERVISION, INV.-40.14' 19. ALL CLEAN -OUTS TO BE INSTALLED IN VALVE BOXES. _ JOB #249368 FILE NAME: LIVING WATER CHURCH
AS CALCULATED BY LATS. & i 20. THERE ARE NO AREAS OF ENVIRONMENTAL CONCERN OTHER THAN THOSE SHOWN, IPMONE.17( Dj FREEDOM
WAAY'»�T. N.C. see-ooco GRAPHIC SCALE
21. THIS PROPERTY IS LOCATED IN ZONE C ACCORDING TO F.E.M.A, MAP 370340-0190C
EFFECTIVE DATE JULY 2, 1987. AND SHOWN AS ZONE 'X' PER F.E,M.A. MAP 370178
DAY OF i 4368 J WITH AN EFFECTIVE DATE OF NOVEMBER 3, 2005, so 0 so eo 120 240
22, A 10181x16' DUMPSTER PAD IS REQUIRED FOR THIS SITE.
23. TRAFFIC FLOW ARROWS ARE TO BE PAINTED AS SHOWN.
24. THIS SITE IS ON CTY OF JACKSONVILLE PEDESTRAIN CIRCULATION PLAN. ( IN FM )
25. THIS SECTION OF GUM BRANCH IS DESIGNATED FOR A 4 FOOT WIDE PAVED SHOULDER REVISED: JANUARY 20, 2006 (PER CITY COMMENTS) I inch = 80 ft.
IN BOTH DIRECTIONS, THIS 4 FOOT ADDITION VILL BE INSTALLED AT A FUTURE DATE. SHEET 2 OF 7
- r.,.... �,q - .. TIT 1r\119 TfT fVTPTT\,r TII ,T, TT.,r CV I.

1.
2.
3.
4.
5.
6.
7.
CONSTRUCTION SEQUENCE OF EACH SECTION
OBTAIN PLAN APPROVAL,
INITIATE CLEARING & INSTALL CONSTRUCTION ENTRANCE, GRAVEL, & RIP -RAP FILTER BASINS,
& INTERCEPTOR DIKES ADJACENT TO DITCH.
BEGIN STRIPPING SITE & EARTHWORK. INSTALL ROCK DAMS & SEDIMENT TRENCHES IMMEDIATELY
UPON OPENING OF ENTRANCE, ALSO INSTALL CONSTRUCTION ENTRANCE.
INSTALL CULVERT, MAINTAINING FLOW IN EXISTING CHANNEL. UPON COMPLETION, INSTALL U.S. &
D.S. RIP -RAP & BEGIN PLACING FILL OVER PIPE. ELIMINATE INTERCEPTOR DIKES.
MAINTAIN STRUCTURES DURING CONSTRUCTION.
STABILIZE SLOPES & DITCHES AS THEY ARE BROUGHT TO GRADE. \
REMOVE TEMPORARY MEASURES. \
C/L = CENTERLINE
R/W = RIGHT-OF-WAY
N/F = NOW OR FORMERLY
FH FIRE HYDRANT
INV = INVERT
CO = SEWER CLEAN -OUT
-E- POWER LINE
= HANDICAP PARKING SPACE
MBL = MINIMUM BUILDING LINE
SF OF SP-6F = SILT FENCE & CLEARING LIMITS
= 8' HIGH VINYL PRIVACEY FENCE
® = ROCK DAM
x - = 4' HIGH CHAIN LINK FENCE
® = PROPOSED GRADE
+48,68 = SPOT ELEVATION
' = DECIDI12US TREE
= SHRUB
LINE TABLE
LINE
BEARING
LENGTH
L1
N00 4"
44.14
L2
14t "W
1 213.98
REFERENCES,
D.H. 1417, P. 856
D.B. 1544, P. 41
M.B. 49, P. 10
a1 rela
A VA
p
Daec
RIO OO MOIN OWN
i♦�
1V a alA� aU1R
,♦)A
ME LA
FR V!
"A"
...,.., re>E eerr2un,c .,.�....�
1Sn1�A11wA1LR PONDS.MAIST BE 0 A21E0 10 rOMAY OF PROFO!!D
2. NO 11ET/NOS OW N TIE "M OF TIE PROPOSED COMMICTION
011101 TINT TIAT 91011N.
9
i.
24
.!!PE
i. 1 a L �[har aces_
RIP RAP SCOUR PAD
SCHEDULE
-l.l" H iYnE
THIS IS TO CERTIFY
AN ACTUAL SURVEY 8
AND THAT THE ERROk
DEPS. IS 1, "k, A'&
WITNESS MY HAND &?
20-0(e.
JOHN L.
r
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MAPMMOEPARED FROM
IR�ypPERCT SUPERVISION,
[ISF3PkQq((A4TED BY LATS. & EXIST. M.H.
1259g - TOP-46.39'
_ INV.-40.14'
sl/RVc:•� �j ? r
qC,
FA[
F148
•n'GINs e'�4
D MRBFD AREA - 4,0 AC
STORMWATER PONE) DESIGN BY:
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
3817-3 FREEDOM WAY. HUMT, N.C. 28838
PHONE: [phone] - FAX (910) 328-OM
SKETCH - NOT TO SCALE
NAND.
I I -
I I �
I I _
LI
GRADING & DRAINAGE &
SEDIMENT & EROSION CONTROL PLAN
SHOWING
CALVARY ASSEMBLY OF
GOD CHURCH
CALVARY ASSEMBLY OF GOD
CHURCH INC.
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES. P.A.
PROPERTY ADDRESS: 3980 GUM BRANCH ROAD 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: NOVEMBER 5, 2005
SCALE: 1"= 60' F.B. 561, PG. 1-7
JOB #249368 FILE NAME: LIVING WATER CHURCH
GRAPHIC SCALE
OWNER/DEYID,OPER 80 0 30 80 120
CALVARY ASSEMBLY OF GOD CMIRCH INC.
3980 QM BRANCH ROAD
JACKSONVILLE, NC 2e746
910-938-7017
REVISED: JANUARY 20, 2006 (PER CITY COMMENTS) 1 (� FEET
)
inch - 80 ft
SHEET 3 OF 7
240

1.
2.
3.
4.
5.
6.
7.
OBTAIN PLAN APPROVAL.
INITIATE CLEARING 6 INSTALL CONSTRUCTION ENTRANCE, GRAVEL, 6 RIP -RAP FILTER BASINS,
6 INTERCEPTOR DIKES ADJACENT TO DITCH.
BEGIN STRIPPING SITE 6 EARTHWORK. INSTALL ROCK DAMS S SEDIMENT TRENCHES IMMEDIATELY
UPON OPENING OF ENTRANCE, ALSO INSTALL CONSTRUCTION ENTRANCE.
INSTALL CULVERT, MAINTAINING FLOW IN EXISTING CHANNEL. UPON COMPLETION, INSTALL U.S. 6
D.S. RIP -RAP 6 BEGIN PLACING FILL OVER PIPE. ELIMINATE INTERCEPTOR DIKES.
MAINTAIN STRUCTURES DURING CONSTRUCTION.
STABILIZE SLOPES 6 DITCHES AS THEY ARE BROUGHT TO GRADE. 1
REMOVE TEMPORARY MEASURES. 1
1 1
0 21 1 1
CS I I
N 1 fSls*i_
DEERFIELD, SECTION III
M.B. 22, P. 79, SL. B-347
(RESIDENTAL SUBDIVISION)
DEERFIELD, SECTION III
M.B. 22, P. 79, SL. B-347
(RESIDENTAL SUBDIVISION)
%fir yyy,
151 MINAGE, UTILITY
S CABLE TV ESMT.
EIS EXISTING IRON STAKE
EIP EXISTING IRON PIPE
ECM EXISTING CONCRETE MONUMENT
DI DROP INLET
SIS SET IRON STAKE
CID COMPUTED POINT
SPK = SET P.K. NAIL
RCP = REINFORCED CONCRETE PIPE
WM = WATER METER
WV WATER VALVE
MH = MANHOLE
MW = MONITORING WELL
PP POWER POLE
SL SECURITY LIGHT
C/L CENTERLINE
R/W = RIGHT-OF-WAY
N/F = NOW OR FORMERLY
FH = FIRE HYDRANT
INV INVERT
CO SEWER CLEAN -OUT
-E- POWER LINE
= HANDICAP PARKING SPACE
MBL MINIMUM BUILDING LINE
= SILT FENCE & CLEARING LIMITS
�-- 8' HIGH VINYL PRIVACEY FENCE
® = ROCK DAM
x - = 4' HIGH CHAIN LINK FENCE
® = PROPOSED GRADE
+48.68 = SPOT ELEVATION
't DECIDIOUS TREE
= SHRUB
LINE TABLE
LINE
BEARING
LENGTH
Lt
NOO'52'240E
1 44.14
E2
N61'29'35"W
1 213.98
REFERENCES,
D.P. 1417, P. 856
D.B. 1544, P. 41
M.B. 49, P. 10
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"A"
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1. Au. A0E WST BE DIKRRD TO FORMAT OF M INOIm
STOIIYMATFR PONDS.
2 NO TETIANDS DNT N TIE MONTY OF THE PROPOSED 0ON37RUCTM
OTM it" THAT SNOWL
SPREAD 4' TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM
GRADE PRIOR TO SEEDING. APPLY LIME AND FERTILIZER AND WORK INTO
SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY.
APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY
WITH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK
WHERE SLOPES EXCEED 4%.
MATERIAL
LIME
20% SUPERPHOSPHATE
FERTILIZER(10-10-10)
APPLICATION RATE
2 TONS/ACRE
600 POUNDS/ACRE
1000 POUNDS/ACRE
APRIL - JULY
FESCUE, KY-31 50 POUNDS/ACRE
BERMUDA (HULLED) 10 POUNDS/ACRE
JANUARY - MARCH
FESCUE, KY-31
BERMUDA (UNHULLED)
RYE (GRAIN)
SEPTEMBER - N13VEMBER
FESCUE, KY-31
MULCH
ASPHALT TACK
50 POUNDS/ACRE
20 POUNDS/ACRE
25 POUNDS/ACRE
50 POUNDS/ACRE
2 TONS/ACRE
300 GALLONS/ACRE
NOTE, OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS.
SEEDBED PREPARATION NOTES,
1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN.
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE
TOPSOIL 3' DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4'-6' DEEP,
3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REINED FROM THE
SURFACE SO THAT THEY WILL NOT INTERFERE WITH THE ESTABLISHMENT AND
MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION,
AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM.
4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING
SPECIFICATIONS ABOVE, IN ADDITION, PROVIDE 15 LBS/1000 S.F. OF SUPER
PHOSPHATE.
5. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST
REPORT.
6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL
DURING SEEDBED PREPARATION.
OSCAR N. HARRIS
D.B. 1417, P. 517
M.B. 35, P. 186, SL. J-693
(VACANT)
M.H. 23, P. ZU, SL. D-ZU8
THIS IS TO CERTIFY THAT THIS MAP
AN ACTUAL SURVEY BY HE OR UNDEF
AND THAT THE M0CLOSURE'
DEPS. IS 1i
WITNESS MY HAND 6 SEAL THIi$ L•'
20 � L
JOHN L. PIERCE, P.L.S.
LANDSCAPING NOTES:
jlr%,BY LATS. 6
CY OF
sic':
1- VEHICLE ACCOMMODATION AREA - 115,134.77 SQ.FT.
2- INTERIOR LANDSCAPING AREA - 7474 S.F.
(REQUIRED - 6,908 S.F.)
3-TOTAL LANDSCAPING AREA . 14,538 S.F.
4- IMPERVIOUS SURFACE RATIO - 0t78 MIODERATELY RED HIGH) S.F.)
5- DECIDUOUS TREES - 42 (40 REQUIRED) WILLOW OAK 2"CALIPER, 10'TALL(AT PLANTING)
6- SHRUBS- 362 (362 REOUIRED) YAUPON HOLLIES, 1-TALL AT PLANTING
7- LANDSCAPING CONTRACTOR TO FOLLOW STANDARDS SET
FORTH IN THE CITY OF JACKSONVILLE'S LANDSCAPING
ORDINANCE.
• DEVELOPER TO VARY LANDSCAPING SPECIES AS LONG AS SPECIES MEET
CITY OF JACKSONVILLE'S LANDSCAPE ORDINANCE .
LANDSCAPING AREAS TO BE PROTECTED WITH 6" HIGH ASPHALT CURB.
PROPERTY ADDRESS: 3980 GUM BRANCH ROAD
0111HER/DEVID"E R
CALVARY ASSEMBLY OF GOD CHURCH PC
39M QN BRANCH ROAD
JACMwNVILLE, NC 2eW
910-93e-7017
STORMWATER POND DESIGN BY:
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
3817-3 FREEDOM WAY, HUBERT, N.C. 21111
PHONE [phone]M .- FAX (910) 325-OM
W.-
1 fi BLVD.
I HUNTIM GREEN DRIVE
I TD
N.se 4an 4nw N.ee
I VICINITY SKETCH -NOT TO SCALE
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LANDSCAPE PLAN
SHOWING
CALVARY ASSEMBLY OF
GOD CHURCH
PREPARED FOR
CALVARY ASSEMBLY OF GOD
CHURCH INC.
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone]B00 DATE: NOVEMBER 5, 2005
SCALE: 1"= 60' F.B. 561, PG. 1-7
JOB #249368 FILE NAME: LIVING WATER CHURCH
GRAPHIC SCALE
REVISED: JANUARY 20. 2006 (PER CITY COMMENTS)
( IN FEET )
1 inch - 60 }L
SHEET 4 OF 7

100YR STORAGE
•- _ •" CF BERM ••
WIVE
In
. I
•
EMERGENCY SPILLWAY LENGTH - 100'
Treatment Pond - Plan 1
Scale: 1" = 20'
CONSTANT POND SURFACE AREA 6,451 S.F. 8 EL- 44.50
V DESIGN SURFACE AREA = 8,950 S.F. 2 EL= 46.51
APPROX. TOTAL POND VOLUME - 16,049 CF
ACTUAL FOREBAY VOLUME = 3,492 CF (21.8% OF TOTAL VOLUME)
SEEDING SCHEDULE
PLANTING SCHEDULE
SEEDBED PREPARATION NOTES
NOTE. ONLY AREAS ABOVE PERMANENT PILL SHALL BE SEEDED. VEGETATIVE
N= PLANTING SCHEDULE APPLIES ONLY TO VEGETATED SHELF AND VEGETATED
SHELF SHALL NOT BE SEEDED AND SHALL !E ALLOWED TO GENERATE NATIVE
FILTER.
L SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN.
VEGETATION.
SPREAD 4' TOPSOIL OVER AREAS TO BE PLANTED AND ESTABLISH UNIFORM GRADE
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE
SPREAD 4' OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM M
PRIOR TO PLAITING. PLANT ANY TWO (2) OF THE FOLLOWING SPECIES WITHIN
TOPSOIL 3' DEEP. TOTAL SEEDBED PREPARATION DEPTH SMALL BE 4'-6' DEEP.
R TO
GRADE PRIOR TO SEEDING. APPLY LIME AND FERTILIZER AND WORK INTO
THE LINTS � THE DESIGNATED VEGETATED SHELF AT A DENSITY NOT LESS THAN
3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE
SEED BED, DISTRIBUTE SEED AND COVER LIGHTLY.
ONE PLANTING PER SQUARE YARD
SURFACE SO THAT THEY VILL NOT INTERFERE WITH THE ESTABLISHMENT AND
SEEDED
APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY
OVER
OF VEGETATION SURFACE FOR FINAL SEEDBED PREPARATION,
WITH STRA[GM BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK
Arun
AT FINISH GRADES SHOWN, SMALL BE REASONABLY SMOOTH AND UNIFORM.
AT FINISH G
WHERE SLOPES EXCEED AIX
PettuTIF*
Peltnndrn vlrpW�N¢n Arrow Nun
4• IF NO SOIL TEST IS TAKEN, FERTILIZER AND LINE TO BE ACCORDING TO SEEDING
Sagglterlo IntTfolh Arrowhead/Duck Potato
SPECIFICATIONS ABOVE. IN ADDITION, PROVIDE 15 LBS/1000 S.F. OF SUPER
MATERIAL APPLICATION RATE
AMropopon virgMcus Broonsedge
PHOSPHATE.
Andropogen gloom atus Bushy Bee rdgrass
5. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST
LIME 2 TONS/ACRE
Typha spp. Cattall
REPORT.Ctratophyllun
G LIME AND FERTILIZER SHALL BE APPLIED UNIFOt1LY AND MIXED WITH THE SOIL
20% SUPERPHOSPHATE 600 POUNDS/ACRE
DVQersun CoontnA
,. Squae
DURING SEEDBED PREPARATION.
FERTILIZER(10-10-10) 1000 POUNDS/ACRE
St
Seururus cornous Lizard Tell
APRIL - JULY
Hbscus noscheutos Marsh Hibiscus
FESCUE, KY-31 50 POUNDS/ACRE
Pontederla cordata Pkkereleeed
BERMUDA (HULLED) 10 POUNDS/ACRE
Potanogeton pectk'Atus Ports Weed
Lesrsla or•yzokNs Rice Cutgrass
JAN ARY - MARCH
Carex spp.
FESCUE, KY-31 50 POUNDS/ACRE
Sc!rpus vaudus Safi Sttn Bullrush
BERHiIDA aRM1LLED) 20 POUNDS/ACRE
Polyponrwn apP, Snartweed
RYE <GRAIN) 25 POUNDS/ACRE
Juncus efftsus Soft Rush
Nuphnr tuttun Spotttrdock
SEPTEMBER - !OVEMBER
Panlcun verpatun SMtehOrnss
FESCUE, KY-31 50 POUNDS/ACRE
Acorus calanus Swttt Flag
Elodea canadsrols Wottrwted
MULCH 2 TONS/ACRE
VaUsrwrin a w Iran Wild Celery
Zlzanla aquatka Wild Rice
ASPHALT TACK 300 GALLONS/ACRE
NOTE, OWNER MAY VARY SEEDING TO CONFORM M LANDSCAPING REQUIREMENTS,
HOWEVER, WEEPING LOVE GRASS SHALL NOT BE USED.
CONTRACTOR SHALL INSTALL STORMWATER POND AND EMERGENCY SPILLWAY CONCURRENT
WITH EROSION CONTROL MEASURES AND USE POND FOR TEMPORARY SEDIMENT STORAGE,
AFTER PERMANENT GROU14DCOVER IS ESTABLISHED, CONTACTOR SHALL DEWATER POND
AND REMOVE ACCUMULATED SEDIMENT AND RESTORE POND TO THE GRADE AND CONTOUR
INDICATED BELOW ALTERNATELY, THE CONTRACTOR MAY 'OVER -EXCAVATE' THE POND
DURING INITIAL INSTALLATION TO ALLOW FOR SEDIMENT ACCUMULATION• HOWEVER,
AFTER PERMANENT GROUNDCOVER IS ESTABLISHED, THE CONTRACTOR WILL BE REQUIRED
TO DEMONSTRATE TO THE ENGINEER THAT THE APPROPRIATE GRADE AND CONTOURS ARE
PROVIDED.
Elev. 'B'
_\I
Outlet Structure
<See Detall> —\
Elev. 'E' 1100 yr storm) 3
10' Elev, 'D' (10 yr storm)
3' Veg, Shelf
Elev. 'C' (1'Deslon Elev,)
1F Draw Down OrlfIce
j 1Q}a� (See Detail) 1
No 5 Bar 'U' Strap
(Coat w/ Bltumastic)
11.46'
•
mMAIN POND
Li
0
NORMAL POND
(ELEV 44.50)
33.07
Embankment shall be constructed of
uniform native material (free of excess
silt, rock or gravel, debris or vegetative
matter) compacted to 95% of maximum dry
density In accordance with ASTM D1557
(8'-12' Lifts)
Emergency Spillway (100 yr. Flood Elev.)
Outlet Pipe (Size and \
Material per Drainage Plan)
one --
'**�Antl-Seep Collar
Antl-Float Block (See Detail)
(80 CF Concrete)
12' No.
57 Stone
ELEVATIONS
SCHEDULE
Main Pond
L13C97
Al'
DESCRIPTION
MAIN POND BOTTOM
ELEVATIO N
37.50
'A2'
FOREBAY BOTTOM
38.50
'B'
PERMANENT POND
44.50
'C•
TEMP. STORAGE
46.51
'D'
10 YEAR FLOOD
47.36
'E'
100 YEAR FLOOD
47.44
Treatment Pond - Section
Scale: None (Vertically Exaggerated)
Outlet Protection
(See Erosion/Sed, Plan)
�\A CA
FAN_
4 3
P `
I•
.0 GINEE•,�p�::
3
Pond Dimensions & Layout
Scale: 1" = 20'
n
a
J
!Y
W
Z
Z
L'TRASH RACK
/(SEE DETAIL)
TOP _
1 ELEV 'E'
I
II
PRIMARY WEIR
lil
ELEV 'C'
'
CONC
FILL 1
i
I
1
I i 72' DIA CORREGATED
I f ALUM. RISER
OUTLET PIPE INV,
--, ELEV 'B'
,
B' - 2,00
Riser
I 54' MINIMUM I
Anti -Seep Collar
PREMIUM
NOT FOR CONSTRUCTION
STORMWATER POND DESIGN BY:
C
4-3' ALUM
ANGLES
ALUMINUM TRASH RACK ---�
o�1yARY \4E1R —
RISER j
(SEE DETAIL)
Trash Rack
W
Z
J
W
Z
Z
I u
:S
THICK STEEL
TE
ALUM BAR
2' O.C.
6' DIA. CORR. RISER
ALUM. PIPE (SEE DETAIL)
OUTLET
INVERT
DRILL 1_1%2" HOLE
IN END CAP - TACK 12'
WELD HARDWARE CLOTH`
SCREEN OVER ❑RIFICE
18 MItJ'
6' DIA.
END CAP
Draw Down Orifice
Outlet Structure Details
No Scale
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
3817-3 FREEDOM WAY, HUBERT, N.C. 28539
PHONE: [phone] - FAX: [phone]
STORMWATER POND 1 DETAILS
SHOWNG
CALVARY ASSEMBLY OF
GOD CHURCH
PREPARED FOR
CALVARY ASSEMBLY OF GOD
CHURCH INC.
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED
JOHN L. PIERCE &ASSOCIATES. P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: JANUARY 3, 2005
SCALE: 1"= 60' F.B. 561, PG. 1-7
JOB #249368 FILE NAME: LIVING WATER CHURCH
SHEET'5 OF-7

CL "B"
STONE
Treatment Pond 2 - Plan
Scale: 1" = 20'
MAIN POND
M
iO
Cr
N 0
VICE NORMAL POND
(ELEV 44.00) +
R4' 26.12' r 104.92'
TE
T.V.
CONSTANT POND SURFACE AREA 6,086 S.F. 2 EL= 44.00
V DESIGN SURFACE AREA - 7,552 S.F. 8 EL= 45.31
APPROX. TOTAL POND VOLUME = 15,419 CF
ACTUAL FOREBAY VOLUME 3,198 CF (20.7% OF TOTAL VOLUME)
SEEDING SCHEDULE
PLANTING SCHEDULE
SEEDBED PREPARATION NOTES,
NOTE. OILY AREAS ABOVE PERMANENT POOL SHALL BE SEEDED. VEGETATIVE
MM PLANTING SCHEDULE APPLIES ONLY TO VEGETATED SHELF AND VEGETATED
SHELF SHALL NOT BE SEEDED AND SHALL BE ALLOWED TO GENERATE NATIVE
FILTER.
L SURFACE WATER CONTROL. MEASURES TO BE INSTALLED ACCORDING TO PLAN.
VEGETATION.
SPREAD 4' TOPSOIL OVER AREAS TO BE PLANTED AND ESTABLISH UNIFORM GRADE
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE
SPREAD 4' TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM
PRIOR TO PLANTING. PLANT ANY TWO (2) OF THE FOLLOWING SPECIES WITHIN
TIpSIHL 3' DEEP. TOTAL. SEEDBED PREPARATION DEPTH SHALL BE 4'-6' DEEP.
GRADE PRIOR SEEDING. APPLY LINE AND FERTILIZER AND WORK INTO
THE LIMITS OF THE DESIGNATED VEGETATED SHELF AT A DENSITY NOT LESS THAN
3. LOOSE ROCKS, ROOTS AND OTTER OBSTRUCTIONS STALL � REMOVED FROM THE
T AND COVER LIGHTLY.
SEED BED, DISTRIBUTE SEED
ONE PLANTING PER SQUARE YARD
SURFACE SO THAT THEY WILL NOT INTERFERE WITH THE ESTABLISHMENT AND
MAINTENANCE OF VEGETATION SURFACE FOR FINAL SEEDBED PREPARATION,
OVER SEE
APPLY CLEAN STRAY MULCH OVER SEEDED AREA AND ANCHOR SECURELY
AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM.
WITH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK
PNta ps�pM�1nn Arrow Arun
4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING
WHERE SLOPES EXCEED 4%.
Arrwhend/Duck Potato
SPECIFICATIONS ABOVE. IN ADDITION, PROVIDE 15 LBS/1000 SF. OF SUPER
MATERIAL. APPLICATION RATE
onvBros+sedge
PHOSPHATE
en plBushy Beardgrass
nL
S. IF SOIL TEST IS TAKEN, PROVIDE LIME MID FERTILIZER ACCORDING TO SOIL TEST
LIME 2 TONS/ACRE
pCattaB
REPORT.
6. LINE AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL
20% SUPERPHOSPHATE 600 POUNDS/ACRE
FERTILIZER(10-10-10) 1000 POUNDS/ACRE
yllun Coontall
ScIrpus purgens Comon Three Square
DURING SEEDBED PREPARATION
Lennn Opp Duckweed
Soururus cernuus Lizard TaB
APRIL - MY
Hibiscus noscheutos Marsh HBXscus
FESCUE, KY-31 50 POUNDS/ACRE
Pontederla cordota Pkkerelweed
BERMUDA (MULLED) 10 POUNDS/ACRE
Potanogeton pectMratus Pond Weed
Leersln oryzobtes Rke Cutgrass
JANUARY - MARCH
Carex spP. Swipes
FESCUE, KY-31 50 POUNDS/ACRE
Scirpus valkius Soft Stan Bullrush
BERMUDA (LN4ULLED) 20 POUNDS/ACRE
Polygon Opp Snortweed
RYE (GRAD) 25 POUNDS/ACRE
Jtncus off esus Soft Rush
Nuphar luteun Spatterdock
SEPTEMBER - NOVEMBER
Pwvc vergatu+ Swltchgross
FESCUE, KY-31 50 POUNDS/ACRE
Acorus calanus Sweet Flag
Elodeo canadensis Vaterweed
MACH 2 TONS/ACRE
VNlsnerla onerkana VKd Celery
Zlzanla aquatka WKd Rico
ASPHALT TACK 300 GALLONS/ACRE
NOTE- OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS,
HOWEVER, WEEPING LOVE GRASS SHALL NOT BE USED.
CONTRACTOR SHALL INSTALL STORMWATER POND AND EMERGENCY SPILLWAY CONCURRENT
WITH EROSION CONTROL MEASURES AND USE POND FOR TEMPORARY SEDIMENT STORAGE.
AFTER PERMANENT GROUNDCOVER IS ESTABLISHED, CONTACTOR SHALL DEWATER POND
AND REMOVE ACCUMULATED SEDIMENT AND RESTORE POND TO THE GRADE AND CONTOUR
INDICATED BELOW, ALTERNATELY, THE CONTRACTOR MAY 'OVER -EXCAVATE' THE POND
DURING INITIAL INSTALLATION TO ALLOW FOR SEDIMENT ACCUMULATION. HOWEVER,
AFTER PERMANENT GROUNDCOVER IS ESTABLISHED, THE CONTRACTOR WILL BE REQUIRED
TO DEMONSTRATE TO THE ENGINEER THAT THE APPROPRIATE GRADE AND CONTOURS ARE
PROVIDED,
Inlet Pipe
Outlet Structure
(See Detail)
Elev. 'E' (100 yr storm) SZ
10, Elev. 'D' (10 yr storm.) v
3' Veg. Shelf
Elev, 'C' Cl'Deslan Elev,> ,'C7
Elev. 'B'
Elev, 'B' Permanent Pond
1 � (
B Draw Down Orifice
2 1� (See Detail) 1
Elev, 'A-1' Bottom
Main Pond
No 5 Bar 'U' Strap
(Coat w/ Bitumastic)
12' No.
57 Stone
Treatment Pond - Section
Scale: None (Vertically Exaggerated)
Embankment shall be constructed of
uniform native materlal (free of excess
silt, rock or gravel, debris or vegetative
natter) compacted to 95% of maximum dry
density In accordance with ASTM D1557
(8'-12' Lifts)
Outlet Pipe (Size and
Material per Dralnaoe Plan)
\-Anti-Float Block
(60 CF Concrete)
Emergency Spillway (100 yr, Flood Elev.)
\—Anti-Seep Collar
(See Detail)
ELEVATIONS SCHEDULE
LOCATI DESCRIPTION ELEVATIDN
Al' MAIN POND BOTTOM 38.00
'A2' FOREBAY BOTTOM 38.00
'B' PERMANENT POND 44.00
'C' TEMP. STORAGE 45.31
'D' 10 YEAR FLOOD 45.74
'E' 100 YEAR FLOOD 45.78
Outlet Protection
(See Erosion/Sed, Plan)
CONIC
FILL
Pond Dimensions & Layout
Scale: 1" = 20'
TRASH RACK
/(SEE DETAIL)
TOP
ELEV 'E'
PRIMARY WEIR
ELEV 'C'
30' DIA. CORREGATED
f ALUM. RISER
OUTLET PIPE INV.
ELEV "
Rf1TTr1M
B' - 2100
Riser
1 54' MINIMUM I
Anti -Seep Collar
PELLFa I � l� la�V
NaT FOR CONSTRUCTION
STORMWATER POND DESIGN BY:
4-3' ALUM
ANGLES
ALUMINUM TRASH RACK i�
4' THICK STEEL
ATE
RISER
(SEE DETAIL)
W
J
!Y
W
w
L) ALUM BAR
2' D.C.
6'
A�IMARY WEIR
Trash Rack
6' DIA. CORR RISER
ALUM, PIPE (SEE DETAIL)
OUTLET
i�INVERT
DRILL 1' HOLE
IN END CAP - TACK 12'
WELD HARDWARE CLOTH _
SCREEN OVER ORIFICE
18 R.tIP-1
6' DIA. I
END CAP
Draw Down Orifice
Outlet Structure Details
No Scale
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
3817-3 FREEDOM WAY, HUBERT, N.C. 28539
PHONE: [phone] - FAX: [phone]
STORMWATER POND 2 DETAILS
SHOWANG
CALVARY ASSEMBLY OF
GOD CHURCH
PREPARED FOR
CALVARY ASSEMBLY OF GOD
CHURCH INC.
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES. P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: JANUARY 3, 2005
SCALE: 1"= 60' F.B. 561, PG. 1-7
JOB #249368 FILE NAME: LIVING WATER CHURCH
SHEET (o OF -7

- _ - _ - EXISTING ROAD - _ - _ -
R/W
50' MIN.
LENGTH
GEO—FABRIC I (SEE NOTE) I
R/W
PLAN VIEW
Construction Specifications
1. Stone size - Use MSHA size No. 2 (2-1/2" to 1") or AASHTO
designation M43, size No. 2 ( 2-1/2" to 1-1/2'). Use
crushed stone.
2. Length - As effective, but not less than 50 feet.
3. Thickness - Not less than six (6) inches.
4. Width - Not less than full width of all points of
ingress or egress. Minimum of 12'.
5. Washing -When necessary, wheels shall be cleaned to
remove sediment prior to entrance onto public right-of-
way. When washing is required, it shall be done on an
area stabilized with crushed stone which drains into an
approved sediment trap or sediment basin. All sediment
shall be prevented from entering any storm drain, ditch,
or watercourse through use of sandbags, gravel, boards
or other approved methods.
6. Maintenance - The entrance shall be maintained in a
condition which will prevent tracking or flowing of
sediment onto public rights -of -way. This may require
periodic top dressing with additional stone as conditions
demand and repair and/or cleonout of any measures used to
trap sediment. All sediment, spilled, dropped. washed or
tracked onto public rlghts-of-way must be removed
immediately.
STABILIZED CONSTRUCTION ENTRANCE (D-5)
NOT TO SCALE
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erwr DArI® sloe user
wTa Nw AND AR•Re FPE m MDIDcr A rL,E D[Tm Dwu NaE A moor. rEt
m.aU,mr ooa,
Typical Water Service
No SCALE
NOTE:
M" bw Y RPr to DP rmh4 In
I . 1, s mnaPb PP,•"•,t
NOTES:
1. ALL In0RANU SMALL E $ 1/e MART
OPEIMS VALVE
1 MEN VALVE SON 0 PLACED CHIDE
OF PAVEMENT. PW#= PRECAST
94OLEOW SIN
(�t�
TYPICAL EYE BOLT
MOT 10 SCAM
VALVE SOX
GATE VALVE
ow- sum
11 4 FM W30
AIL(SEE'
MAIM ,
A KOL
NOTE:
1. CONCRETE SHALL NOT CONTACT BOLTS OR
ENDS OF MECHANICAL JOUST FIRINGS.
1-MD' M TWK 1 AWIVLT
rr rrr,zrrr
rrr frrAj'r rr r r
PAVING DETAR.
IM w EG11i
CURB & GUTTER DETAIL
NO SCALE
EXTRA ROUGH
BROOM FESH
2) RAMP NO FLARED SIDES ONLY To BE
COLgrm BATn.ESMP DRAY NTH
CRONE -NAND COLOR HARDENER USE
STAMP 'NR-10W ON RAMP AND FLARE
SURFACE
NCDOT HANDICAP RAMP DETAIL
NOT TO SCALE
USE 'ARBORTAPE' FOR GU
ATTACH 'ARBORTAPE' TO SUPPORT I
POST PER MANUFACTURER RECOMMENDA
TYPICAL FIRE HYDRANT
INSTALLATION TAPPING SLEEVE & VALVE
NO SCALE
NO SCALE
SLOPE SLOPE LENGTH (FT.)
<2% 100
2 TO 5% 75
5 TO 10% 50
10 TO 20% 25
>20% 15
REF: EROSION AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL, D.N.R.C.D. 1988.
MINIMUM 2" x 2" x 48"
WOODEN POSTS OR OTHER
APPROVED MATERIAL
NOTE: BURLAP SHALL hPq
NOT BE USED. ,yb °r►. Sr'.-
RG+os WELDED WIRE MESH
DIRECTION OF
RUN OFF FLOW WOODEN POST
WELDED WIRE MESH
BACKFILL
EROSION & SILTATION
CONTROL FABRIC
TREE- DETAIL
(FOR DECIDU❑US TREES)
NOT TO SCALE
x / /(
12" ;Y/1✓.
- GROUND LINE
24" MIN.
EXTRA DEPTH REQUIRED
FOR NON -STABLE SOILS
SECTION VIEW
TYPICAL INSTALLATION OF SILT FENCE
NOT TO SCALE
DO NOT TRIM BRANCHES AT INSTALLATION)
TRIM AS REQUIRED DURING MAINTENANCE PERIOD
WRAP TRUNK GREATER THAN 2 IN, CALIPER
WITH BURLAP OR WRAP TAPE DURING TRANSPORT)
REMOVE WRAP FOR INSPECTION AFTER INSTALLATION
2 T-BARS 1,5'x 1.5'x 96' LONG
SET NATURAL BASE OF TRUNK 1'-2' HIGHER THAN
EXISTING GRADE TO ALLOW FOR SETTLEMENT
MULCH TYPE AND DEPTH PER SPECIFICATIONS
SOD OR SOWN GRASS
CUT AND REMOVE TOP 1/3 OF BURLAP FROM ROOT BALL
DIG PIT TWICE DIAMETER OF ROOT BALL, SCARIFY ALL
SIDES; AMEND SOIL PER SOIL TEST AND SPECIFICATIONS)
USE AS BACKFILL IN PIT AROUND ROOT BALL
B & B ROOT BALL
CLEANLY PRUNE ONLY DAMAGED,
DISEASED AND/OR WEAK BRANCHES
FINISHED GRADE AROUND PLANT TO BE THE SAME
AS ORIGINAL GRADE OF PLANT IN POT)
SET PLANT 1' ABOVE FINAL GRADE TO ALLOW
FOR SETTLEMENT
3'BARK
D❑ NOT CREATE SAUCER AROUND SHRUB -
FINISHED GRADE SHOWN SL❑PING FOR CLARITY ONLY
CAREFULLY REMOVE TOP 1/3 OF BURLAP OR
CONTAINER (IF CONTAINER IS NON -ORGANIC,
REMOVE COMPLETELY)
CUT SEVERAL SLITS IN ❑RGANIC CONTAINERS
TO FACILITATE ROOT PENETRATION) REMOVE
BOTTOM OF CONTAINER COMPLETELY
SCARIFY PIT BOTTOM AND SIDES MINIMUM 6'
SHRUB DETAIL
(POTTED, BALL & BURLAPPED OR CONTAINER)
NOT TO SCALE
• ' 'sroEwAuc cT:acAL)
'
;
••� .
.• , •
SITE
� •,
�
11ROE
OPEMNO
(TYPOCAL)
W W W
'p
W LANDSCAPED A&A
y
$'ASPHALT
ARAGO A
f
CURB (TYPICAL)
BLVD.
HINTING GREEN DRIVE
`.
3
y y y
y
+ Y W
W
VICINITY SKETCH - NOT TO SCALE
ASPHALT
r
,•
rADNVLT aEEw
An
�
I
LANDSCAPING PROTECTION
II
NAIE
II
I �- r -� \�/
U2'x IWx 1/4' ALLMDIUM HANDICAPPED ACCESS
PAWING SIGN R7-6 DR R7-BA BOLT TD
STEEL TUBE WITH 3/B' CABMAN PLATED
BOLTS, NUTS, MID WASHERS
o4_Yr
TW-AVAZI
20-37.6)
I2'x 9'x 1/4' ALLMIMM SIGN R7-8D
'MAXIMUM PENALTY e2S0'(G.S. Fp1E
2•x 2' STEEL TUBE EXTEND DVTO
PIPE 2'-0'. PROVIDE WELDED WI
PAINT WHITE
PAINT PIPE BASE
I � I
1 I
I I
I 1
s• DIAL STD. STEEL PIPE FILLED WITH PIPE
I T
V/-14' LOO KEBABS EACH WAY TNRU PIPE
I
1'-6' DIAL CE NRETE BASE 4
I I
I •I
1. I
1� •I
NOTE, HANDICAPPED PARKING SIGN SHALL CONFORM WITH 1
CURRENT STATE, LOCAL CODES a A.D+A. REGULATIMM L---�
1 F '
DVNM CALVARY ASSEMBLY OF GOD CHURCH INC.
3990 " BRANCH ROAD
JACKSONVILLE, NC M46
910-938-7017 REVISED: JANIARY 20. 2OOS(PER OTY CONMENTS)
PARKING BUMPER
DETAILS
SHOWING
CALVARY ASSEMBLY OF
GOD CHURCH
PREPARED FOR
CALVARY ASSEMBLY OF GOD
CHURCH INC._
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: NOVEMBER 5, 2005
SCALE: 1"= 60' F.B. 561, PG. 1-7
JOB #249368 FILE NAME: LIVING WATER CHURCH
GRAPHIC SCALE
(INF'E')
1 inch a 60 ft.
SHEET 7 OF 7