SW8080615_APPROVED PLANS_20091201

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 056 0ln 1 S
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 0 0 g I z 0 1
YYYYMMDD

GENERAL NOTES
1. The purpose of this project is for the construction of a new 19,548 of Education Center for the First Baptist Church of Swainsboro. Building design is by
Smithson, Inc., (252.977.3055).
2. Location and topographical information was taken from an actual field survey performed by Appian Consulting Engineers, PA dated August 2007. Reference
Datum is MSL.
3. Boundary information is shown for reference only. Consult Professional Land Surveyor for boundary data.
4. This church property is currently comprised of four separate tracts owned by the church that will be recombined in the future. The tracts are: DO 350, PG
349; DO 204 PG 329; DB 577 PG 213; DO 1759 PG 770.
5. All materials, construction, workmanship shall meet the Town of Swansboro Standards and Onslow Water and Sewer Authority (ONWASA) specifications.
6. Contractor shall comply with all pertinent provisions of the 'Manual of Accident Prevention in Construction' issued by AGC of America, Inc., and the Safely
FIRST BAPTIST CHUR(
and Health Regulations for Construction issued by the U.S. Department of Labor.
7. Existing utility locations shown are approximate and shall be verified in the field prior to beginning work. Contractor shall contact NC One Call Center at
1-800-632-4949 for locations of existing utilities prior to beginning construction.
8. Owner is responsible for determination or discovery of existing underground storage tanks (UST), septic tanks, abandoned utility Lines, graves or cemeteries
that may exist on the site.
9. Storm drainage pipe is to be Class III reinforced concrete meeting ASTM C-76, latest revision.
10. Contractor is to bring building pad to within 0.1 foot of the subgrade level. See bidding notes, specs, or sods report for clarification of potential surcharge
area.
11. Maintain a minimum exterior grade drop of 8 inches below the finished floor elevation. Do not place landscaping fill against the foundation in such a way that
the outside grade elevation is raised higher than 8 inches below the finished floor elevation.
12. Building Contractor shall be responsible to verify the minimum building setback requirements with the Town building inspections office before construction.
13. No additional signage is proposed at this time. EDUCATION CENTER
Environmental
14. This Stormwater Management Plan has been approved by NCDENR DWQ, Stormwater Permit No. SW84)80615, dated 6.27,08. This high density permit is
good for 10 years and Men must be renewed. A permit renewal simply require the stormwater to be treated in the same manner as the original permit
meeting all the same criteria. Owner has agreed to an Operation and Mainte nance Plan, including inspections and records of maintenance.
15. Upon completion of construction of storm drainage features lie, sand filter), prior to issuance of a Certificate of Occupancy and prior to operation of this
facility, the Engineer to issue a written certification that this system has been installed according to these plans. Any deviations from the approved plans may
require repair or modification of Stormwater Permit
16. This Erosion Control Plan was approved by NCDENR Land Quality, (Onsio-2008-340), dated 6.23.06. It is imperative Chat Contractor follow construction
sequence as shown.
17. All disturbed areas shall be landscaped and seeded within 15 days of completion of oonstnx;tion.
18. Any additional erosion control items that are installed that are not shown on the plans, shall be approved by the local agency or the Engineer before installing
in order to approve for payment. items not approved will be installed at the contractors expense.
19. Contractor to remove sedimentation from stormwater system and to restore system to design condition prior to operation as a slonrnvater treatment device
and prior to occupancy of the facility.
20. Property is not located in a FEMA mapped flood area or Flood Hazard zone, per FEMA Flood Panel 3720.5364.00K, dated November 3, 2005.
21. The existing ditch on the eastern property line does not appear on the USGS or soils maps and is not protected by riparian buffers. However, there is a 10'
buffer strip per the Town of Swansboro along the eastern property line. Do riot disturb existing vegetation in this area except as noted.
22. When clearing right-of-way or easements, watch for tall young slender unbraced pine trees that oc; d fall into the rightof-way after construction is complete.
Bring to the atentlon of Engineer for resolution during clearing operation.
23. Unless noted otherwise, all trees not marked to be removed are not to be disturbed. They are to be ,xotected from damage by equipment during
construction.
24. All construction debris shall be disposed of oft -site in a state permitted landfill.
25. The location of the topsoil stockpile shall be coordinated with Owner.
ADA
26. Sitework handicap signage, surfaces, grades, pavement markings, etc., to comply with ADA requirements.
27. All handicap ramps are to meet 'ADA Accessibility Guidelines for Buildings and Facilities' as detailed in Federal Register, Vol 56, No. 144 dated July 26,
1991, rules and regulations activated January 26, 1992. also refer to North Carolina State Building Code Volume 1-C, 'Making Buildings and Facilities
Accessible To and Useable by the Physically Handicapped", latest edition.
Unities
28. Proposed 6' fmreline to be private and maintained by the Owner within the propertyline. Within the public right-of-way, proposed watermain to be maintained
by ONWASA.
29. Watermain to be constructed according to ONWASA Water System Specifications.
30. Domestic water to be 2' PE 3408, SDR 9, 160 psi working pressure. 6' fireline to be PVC C-900, Class 150. A piping at baddlow prevention boxes and
vaults to be Ductile Iron Pipe (DIP). Minimum bury is 36' of cover.
31. Tracer tapes: 2-Inch wide blue warning tape marked 'Caution Water Main Below' shad be installed in the ditch 2 feet over all PVC watermains.
32. Tracer wire: 10-guage bare copper wire shall be installed along the top of all nonmetallic pipe. The wire shell be continuous and urintertupled. A sufficient
excess length of wire shall be left in each valve box to provide at least 2 feet of length above finished yiade.
33. 2' PE water service joints to be compression joints with solid stainless steel inserts. 6' C-900 firelin• joints to be push on oT but fused. Al DIP joints to be
mechanical joint. PVC glued or threaded pipe or fittings are not permitted.
34. Contractor to contact ONWASA (Onslow Water and Sewer Authority) at least 48 hrs prior to commencing construction on the water or sewedines,
910.455.0722.
35. On waterlines, 'Megalug' joint restraints may be used in lieu of concrete blocking at fittings normall;, ,equired to have concrete blocking. Verify acceptability
with Municipality before employing for approval.
36. Sewer service to be PVC SDR-35 smoothwall, confirming to ASTM D-3034 Type PSM, SDR-35, or asspecified by Engineer.
37. Contractor to notify Engineer, the Town and ONWASA at least 72 hours in advance of water and sewer lasts and have tests witnessed.
38. Site contractor is to assume responsibility for all water and sewer utilities from a point 5' outside of building to point of public connection.
39. AN ske plumbing is to meet the NC State Building Code Volume 11, Plumbing.
40. All fire hydrants shall be set to height per local municipality. Adjusting fire hydrants to grade is considered incidental to the cost of the fire hydrant.
41. Existing or new operable Manholes or Wetwells qualify as 'confined' and require compliance with OSHA 'Confined Access Entry' requirements. Certified
equipment, proper notification and other applicable equipment and/or devices may be necessary to protect workers, after system is operational from
hydrogen -sulfide gas build-up or an otherwise oxygen -less environment.
42. Contractor is required to provide'as-built drawings for Engineer upon completion of construction. Note any deviations from the original place. Plans are to
reflect the actual location, materials and depth of facility along with valve tie -downs. Failure to provide as -built drawings may delay project and require at
contractor's expense, a filed survey by a PLS.
43. The cost for power pole relocation is to be bome by the Developer. Contractor is to coordinate relocation with the Department of Utilities.
44. Minimum bury on underground electric is to be 48'. Minimum bury on Cable TV is to be 24'. Minimum bury on Telephone is to be 36'.
45. The contractor shall be responsible for the repair of any pavement or existing utilities that may be damaged due to construction activity. Exercise caution.
46. Any relocation of existing electrical facilities will be at the developers expense.
47. Contractor shall exercise extreme caution when working under, around, and/or adjacent to existing power lines.
48. Electric power is to be placed underground, and shall be installed, if possible, before curb, pavement, and seeding of adjacent area. Coordinate with utility
agency. Do not seed and mulch behind curb until underground electric has been installed. Coordination of electrical plaoartheM shall be the sale
responsibility of the Contractor.
Concrete
49. All concrete is to be minimum 3000 psi at 28 days, air entrained except dumpster pad to be 4500 psi. unless otherwise rated on the plans.
50. Do not pour any concrete before forms are inspected and approved by the project engineer. Failure to do so may constitute removal of work performed at
Contractors cost until made satisfactory by the Engineer.
51. All curb and gutter returns shall have a 20' radius, unless shown otherwise. Provide handicap ramps at ail returns.
52. Contractor shall watch for any potential upgrade depressions adjacent to and behind proposed curb. Should any be detected, fill to provide positive surface
drainage over top of curb.
53. All curb and gutter within NCDOT right-of-way shall be 30' standard curb and gutter.
Traffic
54. All signs, pavement markings, and other traffic control devices shall conform to the Manual on Uniform Traffic Control Devices, latest edition as amended,
and are the Contractors responsibility.
55. The contractor shall be responsible for all work zone traffic control in or adjacent to NCDOT or City right-of-way. All methods shall contour to the Manual on
Uniform Traffic Control Devices (MUTCD) and NCDOT standards.
56. Work within the NCDOT right-of-way shall conform to NCDOT standards and specifications.
57. Contractor shall saw -cut to provide smooth transition at tie-in to existing edge of pavement where applicable.
58. Contractor will be responsible for providing all pavement markings in his bid. All lines are to be 4' wh11e unless otherwise noted.
APPIAN CONSULTING ENGINEERS, P.A
841 South Wesleyan Blvd Rocky Mount. N.C. 27804
Phone: [phone]
Foc [phone]
Emoil: adminooppionengineers com
Wald Wide Web: www. oppionengineers.com
BEFORE YOU DIG.
CALL
•
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NORTH CAROLINA
ONE -CALL CENTER
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SITE PLAN LEGEND UTILITY SYMBOLS SITE INFO.
Oo Wfty]IENS
FIRST BAPTIST CHURCH
OF SWANSBORO
614 WEST CORBETT AVENUE
SWANSBOR09 NC 28584
CONSULTANTS:
SSOo OLS 8C91EH T037e
SOIL & ENVIRONMENTAL
CONSULTANTS, PA
11010 RAVEN RIDGE ROAD
RALEIGH, NC 27614
L & H D 3C�6a[P0f`n191B
MRM DESIGN GROUP
10826 RED OAK BATTLEBORO
BATTLEBORO, NC 27809
252-972-4400
C�O�]�GdLaC��OO �a
SMITHSON
P.O. BOX 1731
ROCKY MOUNT NC, 27802
252-977-3055
RD.
EX CURB lit GUTTER
----------
TO REMAIN
PRO. Cuss � GUTTER
PRO sett 1P
EX .AREA LIGHT
M�
PROPOSED ARLA LIGHT
CONCRETE
'...
Ex. ELEC. LmL
PRO. UNDER -GROUND
ELECTRIC
EX. SANITARY SEWER
•.
EX WATER :�)N
EXISTING CONTOUR
950
PROPOSED CONTOUR
EXISTING GRADE
950
PROPOSED FINISHED
GRADE
.n DRAINAGE PIPE. FES (FLARED
TRACT ACREAGE: 3. 863 Ac.
NUMBER OF
Y END SECTION) & RIP RAP.
NO. OF LOTS: 4
CHURCH SEATS:
}02
LINEAR FOOTAGE
BUILDING AREA:
CATCH BASIN. DRAINAGE
OF STREET: 1,2321 U
EXISTING:
11,108 SF.
PIPE & JUNCTION BOX
AREA OF
PROPOSED:
19.548 5F
STREET R/w: Ac.
TOTAL:
30.656 SF
TEE. G.V. & FIRE HYDRANT
W/BLOCKING
ZONE. 8-2/R-8(SFI
SIGN AREA:
EXISTING
MINIMUM BUILDING SETBACK
SIGN HEIGHT
FXISTING
«-V B- S.S. & MANHOLE
BY SPECIAL USE PERMIT:
LOCATION:
FRONT:
30'
CITY:
SWANSBORO
TEE & G.V. W/BLOCKING
REAR. }O'
STREET ADDRESS.
_
SIDE STREET. 30•
614 WEST CORBETT AVE.
DENOTES STOP SIGN LOCATION
SWANSBORO.
NC 28584
MIN. LOT S.F.: 8.000 S F.
COUNTY:
ONSLOW
- DENOTES STREET NAME LOCATION
STATE: NORTH CAROLINA
WATERSHED
PARKING INFO:
•
REQUIRED NO
,dT 1 r
EX. IMERVIOUS AREA.
PARKING SPACES.
101
32.979 S.F. = 19.6 R
TYP. PARK SIZE:
9'X 18'
SS10
��
2; QP q�'., y
PRO. IMPERVIOUS AREA.
REGULAR:
90
SEAL -
71,336 S.F. =4242%
HANDICAPPED:
2
-
- 26959
AREA DISTURBED 2 86 Ac
VAN ACCESSIBLE:
3
OFFSI TE
6
'fNC114W ���`
TOTAL:
101
C R��oAA,o
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PIN: 5364
0647 2731
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Final Drawings
SEP 2 5 2009
Qi %Ai lu PI lrr...een L Kit V
•,V•IVA I VIt.IVpVO VIN"I BY7
PERMIT APPROVALS: 1J! DATE: '
WATER DISTRIBUTION SYSTEM:
N.C. DEHNR PERMIT NO:
REVISIONS
NO ZA
DATE
DESCRIPTION:
BY
CAD
®
7-27-09
ADD UTILITIES. REV. GRADING
DC.R
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0 CONSULTING ENGINEERS, PA M
CIVIL, MUNICPAL i STRUCTURAL ENO EERS
COMPREHENSIVE ENVIRONMENTAL SERVICES
F 'PROVED
Ni ,RiH CAROLINA ENVIRONMENTAL
QUALITY
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BEFORE YOU DIG,
CALL
1
NORTH CAROLINA
ONE -CALL CENTER
www.ncocc.org
These plans are for bidding purposes only and
are not to be used as Construction drawings
unless initialed and dated as approved for
Construction below by the Engineer.
Approved for Construction:
Date:
DRAWNGS
These drawings are believed to be a correct
representation of actual field conditions but
are not warranted as such.
Date:
CONSTRUCTION SAFETY
These drawings do not contain the requirements for
Job safety. All provisions for safety shall be the sole
responsibility of the contractor.
EXISTINIC'•. CONDITIONS
The contractor shall be responsible for reviewing all
existing job conditions. Any adverse existing conditions
affecting work shown on these drawings shall be
brought to the attention of the engineer for possible
clarification or reconciliation.
ADA AND LEGAL DOCLA "
This document is not represented to comply with all
requirements contained in the ADA or other laws.
Engineers are not licensed to interpret laws or give
advice concerning laws, the owner should have this
document reviewed by his attorney to determine
legal compliance.
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EX. SHELTER TO / ' REMOVE TREE �/
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COORDINATE W/ _ °/
OWNER ON AREA
TO BE RELOCAT D.
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CONSULTING ENGINEERS, P.A.
CIVIL, MUNICIPAL &
STRUCTURAL ENGINEERS
COMPREHENSIVE
ENVIRONMENTAL SERVICES
BLN = C0562
- ROCKY MOUNT: -
154 ROUNDABOUT CT.
ROCKY MOUNT, N.C. 27804
PHONE: [phone]
FAX: [phone]
- WORLD WIDE WEB: -
www.appionengineers.com
adminOappionengineers.com
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PAVEMENT SECTIONS EXISTING IMPERVIOUS CALCUALTIONS 11
CONCRETE BUILDING AREA: 11,108 S.F. 6.61%
4_ 1,NTRAINED 000 PSI $/w SECT.
AIR ENTPARKING AREA: 20,414 S.F. 12.14%
O
0 28 DArs OPEN SPACE: 136,648 S.F. 81.25X
CONCRETE
TOTAL: 168,170 S.F. 100X
vu 6" 4,000 PSI CONCRETE SECT,
• AIR ENTRAINED TOTAL IMPERVIOUS: 31,522S.F. 18.74%
„. PERVIOUS CONC. 0 PROPOSED IMPERVIOUS CALCULATIONS eely,. pWJ "• / '
BUILDING AREA: 30,656 S.F. 18.23%
2' SF9.5A LIGHT DUTY PARKING AREA: 40,680 S.F. 24.19X / // ✓� ,i"" 702
PAVEMENT SECT.
[I rl
T.':%; ; 6' cAec OPEN SPACE: 96,834 S.F. 57.58%T.,_f,.,l,
' 00 TOTAL: 168,170 S.F. 100% /
TOTAL IMPERVIOUS: 71,336 S.F. 42.42%
PARKING CALCULATIONS
USE
SEATS
SPACE RED.
SPACE PROV.
CHURCH:
302
101
101
PARKING TOTALS
PARKING
STALLS ADDED:
77
EXISTING
PARKING AT SANCTUARY:
14
EXISTING
PARKING AT HOUSE:
4
EXISTING PARKS OFF SITE ON PROPERTY
OWNED BY CHURCH
6
APPROX. LOCATION PRO. FENCE
r
/ CAUTION' / n
A O.R. POWER IN VICINITY / .r �,
K.
r OF WORK,AREA,
/ /r /' �• PRO
10' LANDSCAPE BUFFER
Site Plan Notes:
1. The purpose of this project is for the construction of a new 19,548 sf Education Center for
the First Baptist Church of Swansboro. Building design is by Smithson, Inc.,
(252.977.3055).
2. This church property is currently comprised of four separate tracts owned by the church
that will be recombined in the future. The tracts are: DB 350. PG 349; DB 204 PG 329;
DB 577 PG 213; DB 1759 PG 770.
3. All materials, construction, workmanship shall meet the Town of Swansboro Standards
and Onslow Water and Sewer Authority (ONWASA) specifications.
4. This Stormwater Management Plan has been approved by NCDENR DWQ, Stormwater
Permit No. SW8-080615, dated 6.27.08. This high density permit is good for 10 years
and then must be renewed. A permit renewal simply require the stormwater to be treated
m in the sae manner as the original permit meeting all the same criteria. Owner has
agreed to an Operation and Maintenance Plan, including inspections and records of
maintenance.
5. This Erosion Control Plan was approved by NCDENR Land Quality, (OnBlo-2008-340),
dated 6.23.08.
6. No additional signage is proposed at this time.
7. Landscaping in 10' buffer to meet Town of Swansboro Ordinance.
8. Proposed 6- fireline to be private and maintained by the Owner within the property line.
Within the public right-of-way, proposed watermain to be maintained by ONWASA.
9. No wetlands are on this site.
10. Proposed Fire Department Connection (FDC) to have two 2 1" openings for the
connection. Fire hydrant to be a State engineered hydrant facing Park Lane with two 2"
openings and one 4 )" opening with a minimum of 18" clearance from the ground to the
NOTE: &
Symbol shown for handicap parking space
clarification on plans only. Do NOT place
ground painted symbols on pavement.
1999 North Carolina Accessibility Code
4.1.2 - sign mounting heights at accessible
spaces (part 3 states:
1. Regardless of age, all accessible
spaces shall be identified by
aboveground signs only. (See
N.C.G.S.)
2. New spaces shall not use ground
painted symbols.
RETAINING WAL
PRO' 4' CB/FLOW/
SPLITTER BOX A
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As r / 1R `i ^qr� r '` PRO. FORE
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' W/ 6' FES + � / , � ♦ v ,� )i. PER DETAIL 405.02-
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PRO. STOP SIGN /j\ m `1.�
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�• WATERLINE PRO. 24 LF 8" (yPP pp
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it r SEE NOTE I I / - aTr W6 ChG _
CENTER 1 JOINT
1 f= OF 6" DIP DIRECTLY !' - O
N T
`r �u UNDER EX SEWER
/ , H i Tom`
• _ •/ / / ' PRO, ASPHALT PARKING LOT u
I Z •' � / / � \ � P ev
PRO. 5' MONOLITHIC N
i L a : PRO. B LF 18" RCP ' \ SIDEWALK PER DETAIL
i w c ' PRO 2'X3' 405.01 v
• / / nz 1
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s••. • / / Sac / / PF�O
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1(/ , •< M., 9• j^•
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ry
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F.F.C. 11. 7! e`
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ADA HC RAMP
/ \. •�// \ ,Ir.i �` 6. / (SEE PUNS BY •,'j,I'
f \ / \ •a .'.. JO. 'f, '\ SMITHSON) A %. L e,a `
` / _ ,' •M1// \ W J " MOUNTED TRANSFORMER
// _ o •r// `' j A r e' I A d � rDND APPROX. LOC- PRO. P/P
1.'• �`V • Br UTILITY CO. (TYPICAL) R' .0.
//, /^ c ? C.O. INV. 28.
��'T•\ \n� `� \•v \•\� �.••r '`�.p ♦:" EXISTING
TO
N" I7 64" O \ b / A (, ,/ / DRIVE
.. as1
CAUTION: OH ELECTRIC
ND © EXERCISE CAUTION / Ex. FLC
\ / WORKIN IN THIS AR A / FFE it 161
�V n� n-j�/,r�.i /
` fit•' C 0 TOP }p 2A3
ASP
U
L 14k_ PRO. 20'WIDE X 50'LONG BRIDGE. IF BRIDGE NEEDS
FILTER STRIP RELOCATION BY II
OWNER/CHURCH, CONTRACTOR
' \ TO COORDINATE W/ OWNER I I I II
ON AREA OF LOCATION. II
11 J IE
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BAY/
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R DETAIL ��... .. `8`// a/ I 11 I It
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LEVEL READER RETAINING WALL - \ • ,^ EA"•/ •••/ Q 11 I it
g. APPROX. LOCATION PRO. FENCE II I It
��+ N I 11
PRO FOTPEBAY/ 4q� II
PRO. 20 LF OUTLET PROTECTION A? : • I
LEVEL SPREA ER INSTALL PER DETAIL _ ~"�14r J (I �• •,," II If
'
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air ip�Ur "�a �W I© O.H. POWER IN VICINITY I1 o
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Ia. 'IRKING
I) I II
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PRO. 4' C.B. PER DETAIL 402.03 II
5a S s I II
00 ,10 a ;O ?OR PRO. $TOP SIGN II
37 / � I
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r "I CONDUIT 35 LF _ w O / e,. o.e. I II
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icy
e,. ush( / y� + /^ I �i O.H. POWER IN VICINITY I
\ ��+FY< \�� R/�Yl \� \� -. -• -'.. (TBR)es�_` '"-I fl'Id�«uNb / ` \-- ,I OF WORK AREA.
II
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\ RCIV `F CHuRCH
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,...- 4•..., •.•", •••...., •�•.., •... �#• \ 444V III�. STOP
These plans are for bidding purposes only and ••• •• • • • ` • jee•,•/� \ \ \ ••%
are not to be used as Construction drawings •••' • e / / •e•. \ \ r ^ , " /
unless Initialed and doted as approved for • -
Construction below by the Engineer. ; ' • e I o-, r,••••• \ \ S.
Approved for Construction: • s a� L n •: •••,•• \ / / ` J / �t _ /
Dote: • ti, g 4 .,aa • -
-•�9� (t) 1 t/2' PRV ti $ .'` 6••4 \` \ C.O. TOP 2681
p���y-��py r��p�p�p��� �y��A/�� • �+�. v s �' • �� \ � e` C.O. INV 68t
B04JND Vtll DESCf1� 1r\/rW SllVtelW • \� / ?0` �o i •\ ( `_ y ..•�"\ d.y,t• 30LF PRO. 6" PVC
IS NOT FOR RECORDATION. n `� (1) 6-XI 1/2- TEE R QO (TBR) l SE R RVICE O 1 04%
• (1) 1 1/2- WATER METER W/
`\ 1 1/2' RP ASSEMBLY PER r (1) 6" MJ TEE
RRryv;n MA � ONWASA DETAIL 5.19 �, (I F- ASSEMBLY / •� W
These drawings are believed to be a correct
representation of actual field conditions but
are not warranted as such.
�By: Date:
VONS r RIX 1 NIA SAFETY
r
These drawings do not contain the requirements for
job safety. All provisions for safety shall be the sole
responsibility of the contractor.
The contractor actor shall hhalll be responsible for reviewing all
existing job conditions. Any adverse existing conditions
affecting work shown on these drawings shall be
brought to the attentlon of the engineer for possible
clarification or reconciliation.
ADA AND LEGAL DISCt.ANIER
This document is not represented to comply with all
requirements contained In the ADA or other lows.
Engineers are not licensed to Interpret laws or give
advice concerning lows, the owner should have this
document reviewed by his attorney to determine
legal compliance.
i
•r
(1) 1 1/2" GV
1
\
(1) H L
(1) 6" REDUCED PRESSURE DETECTOR
ASSEMBLY (RPDA)-AMES 5000SS
i
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\ DND t
SEE NOTE TO l /
\�
(1) 6-X6" TAPPING
n
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SLEEVE h VALVE
{ / �•\
J
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•.
P
I
FULL DEPTH ASPHALT CUT AND
I ,
PATCH PER ONWASA DET. WS-AP.
BACKFILL FULL DEPTH W/ 057 STONE
\ /
OR AS REWIRED BY ENGINEER.
\ -
((�
FH NOTE:
PAVEMENT REFLECTOR: A PERMANENT RAISED
BIDIRECTIONAL ON COLOR (BLUE AND BLUE)
/
PAVEMENT MARKER SHALL BE PLACED AT THE
/I
CENTERLINE OF THE ROAD DIRECTLY IN FRONT
OF THE FIRE HYDRANT.
J �\
(/���
e
l EX. SANCTUARY
tiesa,. FFE 353e1
lllll� ! ' • 1 I r
'✓ e,. cowl Park ngive / H , I _ ` ` / /
Millll DO NOT DISTURB EX. SIGN.
s,.d,1 I y9 l - - �•- /..illll/ COORDINATE WITH CHURCH
vY ` - 1 •saa� 7 l ON ANY LANDSCAPING
DISTURBANCE.
}
3.5• _•,-,•_/......����..;d� STATION
/ I --
F --`--1 jll'I A.,/g41 iI° 2re1; it s NBA T ST" T
If I If • �) i9.1 I II NAVD 88 ELEV. 31.41
Il/ 5 ., /
nv 15' 256?t I I
;p42 by 181" 25.291 I I1
- � Li If/ i!_ W II
top z9a7 t4(r;i/ I N I II
-yo°a��
6. 26.001 y/e,. spn
6" INv W 26 50 PARK LANice'/
_ RI
- 1 I1
_ r`- -may, z.zcr If
It
/ Dumosler Pad Note: - - - - APPROXWA IF Rom.
Single Dumpsler Pad w/ Brick Screening Wolfs
I. Use Detail 409.07 far pod and Dollord layout. Yi\'
2. Sow cut existing asphalt and match existing grade. '� ♦\ If
3. Concrete pad to be 6' with 4000 NEW EDGE OF ASPHALT.
psi ail entrained II
coot. CONTRACTOR TO MAKE 1 II\ i 1 II
4.Cantroctor to provide (2) 4' PVC Sch 40 drainage SMOOTH CUTS ALONG EDGE
pipes at each corner of brick wall to allow positive TO REMAIN. \ II 11
drainage. Inv of pipe to be equal to flow line of
utter.
9 I 1
5 Minimal concrete footing on 6'-8' high x 8' thick
brick screening wall to be 8' x 16'. 3000 psi top 30.36
concrete. S•ry 2594 SCALE: 1" 30'
I 1lb IF
11 • 0 30 60 75
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CONSULTING ENGINEERS, P.A.
CIVIL, MUNICIPAL do
STRUCTURAL ENGINEERS
COMPREHENSIVE
ENVIRONMENTAL SERVICES
BLN = C0562
- ROCKY MOUNT: -
154 ROUNDABOUT CT.
ROCKY MOUNT, N.C. 27804
PHONE: [phone]
FAX: [phone]
- WORLD WIDE WEB: -
www.appianenginsers.com
odminOopplonengineers.com
26959
'�•�a itIrl• �%111
09/ZV09
Final Drawings
Review Purposes ONLY
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CONSULTING ENGINEERS, P.A.
CIVIL, MUNICIPAL do
STRUCTURAL ENGINEERS
COMPREHENSIVE
ENVIRONMENTAL SERVICES
BLN = C0562
- ROCKY MOUNT: -
154 ROUNDABOUT CT.
ROCKY MOUNT, N.C. 27804
PHONE: [phone]
FAX: [phone]
- WORLD WIDE WEB: -
www.appianenginsers.com
odminOopplonengineers.com
26959
'�•�a itIrl• �%111
09/ZV09
Final Drawings
Review Purposes ONLY
s
Q�
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qinnnar
oao
Applun
CONSULTING ENGINEERS, P.A.
CIVIL, MUNICIPAL do
STRUCTURAL ENGINEERS
COMPREHENSIVE
ENVIRONMENTAL SERVICES
BLN = C0562
- ROCKY MOUNT: -
154 ROUNDABOUT CT.
ROCKY MOUNT, N.C. 27804
PHONE: [phone]
FAX: [phone]
- WORLD WIDE WEB: -
www.appianenginsers.com
odminOopplonengineers.com
26959
'�•�a itIrl• �%111
09/ZV09
Final Drawings
Review Purposes ONLY
s
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These plans are for bidding purposes only and
are not to be used as Construction drawings
unless initialed and dated as approved for
Construction below by the Engineer.
Approved for Construction:
Date:
BOUNDARY IMSCFiF'TI IN MOWN
IS NOT FOR RECORDATION.
FECORD DRAWNW
These drawings are believed to be a correct
representation of actual field conditions but
are not warranted as such.
By: Date:
�These drawings
not contain the requirements for
Job safety. All provisions for safety shall be the sole
responsibility of the contractor.
E The cornttrractor shall be responsible for reviewing all
existing Job conditions. Any adverse existing conditions
affecting work shown on these drawings shall be
brought to the attention of the engineer for possible
clarification or reconciliation.
ADA AND LEGAL DOCLASIER
This document is not represented to comply with all
requirements contained in the ADA or other laws.
Engineers are not licensed to Interpret lows or give
advice concerning laws, the owner should have this
document reviewed by his attorney to determine
legal compliance.
/
D IIT 04»�\ y/•\�• / rI
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21 20 REGRADE 20LFX50'LONG FILTER
/ / m
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-
A ry`\' REPLANT W/ CENTIPEDE SOD.
72 LF 8" CPP
0 0.5; / //80T P/T LS
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BOX SIZE: 1'-0'X4'-0" / ' 80T ISO TOP OF UP 16.25 mp z/3s
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CATION SKETCH INV. 8 1OU TT 1896 // / / O OAZtf REGRADE 20LF%50'LONG FILTER
I SCALE INV, 24" OUT 20.20 S' •6ir ;9 STRIP AREA TO MA% SLOPE 6X
/ po
INV OUT TOP I WALL 'k41.REPLANT W/ CENTIPEDE 500. -
INV. FES / / 10,60 21.90 (TYP) ea,_
7 W69 TOP OF WALL "~o LS-2 I J
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19.67 (TYP) 1 TOP OF LIP 20.70
TC 24.43 / I ��° BOTT. OF SPILL/TOP OF STONE 19.25
/ FL 23.93 / �'1• 12 LF 24' CPP II I II
` „ I W/6' FES O 1.22% iI I II
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INV, IN 18.15 / ^'�' Z1 TC 22.30 __..." ``. 1 1• 7; 9.Is 8 FC ?8.83 T '4ENT P/2p 32 LF 1- �I
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r / • y ,7 NV. 8" CPP 260 / 4) 9.) FL 2 11 h .+ .88 FL 9 1 CPP O 0.5 ,
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OUTLET PROTECTION, CLASS A 49 d "S5 FL 28 9 LL LIP y 8 FL ?�-JO I
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p 7L� 7,� I Spl I, OF WORK AREA.0. 1
z.. u6SMar!!1--v\ / f �t St 9g LL UP
.05
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CIVIL, MUNICIPAL At
STRUCTURAL ENGINEERS
COMPREHENSIVE
ENVIRONMENTAL SERVICES
BLN = C0562
- ROCKY MOUNT: -
154 ROUNDABOUT CT.
ROCKY MOUNT, N.C. 27804
PHONE: [phone]
FAX: [phone]
- WORLD WIDE WEB: -
www.apptanengineers.com
admin0applanenginsers. com
SEAL
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NOTES
1. USE EITHER CONC. BUILDING BRICK-ASTM C55
GRADE N. TYPE 1 OR CLAY BRICK-ASTM C32. GRADE MS.
2. MORTAR TO BE TYPE M.
3. PROVIDE STEPS ON NON -PPE SIDE AT 16. O/C VERTICALLY
MIEN STRUCTURE DEPTH EXCEEDS 42• VUL
CAN V-4096-1 (4) FRAME t
R. SEE DETAIL 704.06.
MAY
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LP 16.60
GROUND ELEV. 15.25 START OF FILTER
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1. LEVEL SPREADER LENGTH PER EROSION CONTROL MANUAL, TABLE 6.40A.
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CIVIL, MUNICIPAL &
STRUCTURAL ENGINEERS
COMPREHENSIVE
ENVIRONMENTAL SERVICES
- ROCKY MOUNT: -
841 SOUTH WESLEYAN BLVD.
ROCKY MOUNT. N.C. 27804
PHONE: [phone]
FAX: [phone]
WORLD WIDE WEB: -
www.applonenglnee►s.com
admineapplanenginsers.com
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land development regulations. are not warranted as such. Ws a ■ r
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These drawings do not contain the requirements for
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are not to be used as Construction drawings affecting work shown on these drawings shall be LL
unless Initialed and dated as approved for brought to the attention of the engineer for possible $
Construction below by the Engineer. clarification or reconciliation.14 bills
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Approved for Construction:
Date: ADA AND LEGAL DMICLALER
This document Is not represented to comply with all
21
requirements contained In the ADA or other laws. C
� %M a
Engineers are not licensed to Interpret lows or give 07-105 u
BOUNDARYdvice concerning laws, the owner should have this €
IS NOT FOR FEOOFiDATION j document reviewed by his attorney to determine D-0000
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t 2001 Aoolan Consultina Lnameers. P A. These draw in as huve been prepured us Instruments of se,v,ce for a particular site or bu
lion or other use ,s allowed without his permission
VULCAN V-4096-1 (4') FRAME e
COVER, SEE DETAIL 704.06.
KIGHT . 343 1 eEIG T WAY
NOT DENATE BY MORE THAN -S.Ox
TOP CASTING 27.35
TOP SLAB 26.29
— TOP HEIR 25.25
ENSURE PERIMETER OF
PENETRATIONS TO BE
SEALED NTH CONCRETE
COLLAR OR MORTAR —
- -
'4000,wi 4 -----
-
- --- ------ ----
gal
.TOP OF WALL 17.01>-•-
-TOP OF UP 16.60
-------------
BOTT. OF SPILL 1 a'25
6" CONC.
�1 ----------
057 STqlor
-------
2:1 Sly
This map Is not a certified survey and has
not been reviewed by a local goverment
agency for compliance with any applicable
land development regulations.
The" plans are for bidding purposes only and
are not to be used as Construction drawings
unless Initiated and dated as approved for
Construction below by the Engineer.
Approved for Construction:
Date.
•
NOTES
,g Improvement and remnins the property of the Engineer for use under his supervision. No
FLOW SPUTTER BOX
1. 115E EITHER CONC, BULDING BRICK-ASTM (
GRADE K TYPE 1 OR CLAY BRICK-ASTM (
2 MORTAR TO BE TYPE 10,
3. PROVIDE STEPS ON NON -PIPE SIDE AT 16'
04EN STRUCTURE DEPTH EXCEEDS 42•
INVERT OF BOX TO BE
FORMED TO DIRECT THE
FLOw OF wATER AS 910m
FROM SPRNGM OF PPE
ONE CUBIC FOOT OF
CLEAN STONE IN
BURLAP BAG TO BE
PLACED AT EACH 2•
dA PVC WEEP HOLE
l
6• THICK 3.000 PSI CONC.
24 a
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These drawings are believed to be a correct MAX SLOPE Y io
represenfollon of actual field conditions but ___---
are not warranted as such.
By: Date:
CONSTRUCTM 8AFE17 '� 4
These drowinps do not contain the requirements for 1
Job safety. All provisions for safMy shall be the sole
responslbllity of the contractor.
EXBTM CONCIMAg
The contractor shall be responsible for reviewing all l I
existing job conditions. Any adverse existing conditions __--- ___-_
affecting work shown on these drawin s shall be `
braughl to the attention of the engineer for possible \
ala�Hk Ion or reconciliation.
1
AM AND LEGAL DBCLAN6i
. 4' C.B. TTER BOx
This document Is not represented to comply with all TOP 2>9'-0"x9'-0•�
requirements contained In the ADA or other laws. V. IN 23,95 l
Engineers are not licensed to Interpret laws or give V. 12' OUT 21B5 SCALE: 1• - 10'
advice concerning laws, the owner should have this V 4• OUT
23
document reviewed by his attorney to determine
legal compliance. - 0 10 20 25 30 35 40
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CIVIL, MUNICIPAL A
STRUCTURAL ENGINEERS
COMPREHENSIVE
ENVIRONMENTAL SERVICES
— ROCKY MOUNT: —
841 SOUTH WESLEYAN BLVD.
ROCKY MOUNT. N.C. 27804
PHONE: [phone]
FAX: [phone]
— WORLD WIDE WEB: —
w wi.appianengineers.com
adminOapplanengineere.com
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2. INSTALL CENTIPEDE SOD IN AREA OF FILTER STRIP. � *1 `
8
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I NOTES
1. USE EITHER CONIC. BUILDING BRICK-ASTM C55
GRADE N. TYPE 1 OR CLAY BRICK-ASTM C32, GRADE MS.
2. MORTAR TO BE TYPE M.
3. CONCRETE PIPE TO BE CLASS III
4. ALL JUNCTION BOXES OVER 3'-6* IN DEPTH SHALL
BE PROVIDED WITH STEPS.(1'-2" O.C.) .
ONE CUBIC FOOT
OF CLEAN STONE
IN BURLAP BAG
TO BE PLACED AT
EACH WEEP HOLE-
1 1/3
MAT
2'-6"
MINIMUM
CONCRETE SLAB
SUPPLIED BY
ADAMS. CONC.
L•
3" PSI CONC.
704.01 - STA
z
SEE NOTES
ABOVE
It
i
7
2" DIA. PVC
WEEP HOLES
7
O
M
Q.
Q.
2' DIA. PVC
WEEP HOLES
NDARD C
VULCAN V-4096-1 (4')
FRAME B COVER WEIGHT - 345 CBS.
VULCAN V-4096-2 (5')
FRAME a COVER WEIGHT . 380 LBS.
WEIGHT MAY NOT DEVIATE BY MORE
THAN -5.OX
4'
u
FILL TO SPRINGLINE OF PIPE
ENTIRE PERIMETER TO BE SEALED
WITH CONCRETE COLLAR -�
INVERT OF BOX TO BE FORMED
TO DIRECT THE FLOW OF WATER
AS SHOWN O
PENING INL
NOTES'
1. Flexible sleeve boots installed with stainless
steel expander rings as manufactured by
KOR-N-SEAL or PSX shall be used for pipe
connections. Boots shall be secured to pipe
EE using two (2) stainless steel bands. Precast
OTE 4 inverts will not be accepted. Place compacted
No. 57 stone around all boots.
2. Core drill service holes.
3. This detail shall not be used for force mains.
4. Pipes will be grouted inside and out.
EXISTING MANHOLE
�1 I
STANDARD PRECAST
CONCRETE MANHOLE
4" MIN.
USE FLEXIBLE RUBBER \ ��
BOOT SEE NOTES
PROPOSED SERVICE ADDITIONAL
FORMED INVERT
PIPE. SIZE. MATERIAL AND
SLOPE PER JOB MAY BE
REOUIREMENTS, SEE PLANS. VERIFY WITH TH LOCAL
MUNICIPALITY.
1 FULL JOINT OF PIPE
SECTION REOUIRED.
802.21 - SS SERVICE INTO MANHOLE
(FOR SERVICES UP TO 611 DIA..)
NOT TO SCALE REV. 9-2-09
These plans are for bidding purposes only and
are not to be used as Construction drawings
unless initialed and dated as approved for
Construction below by the Engineer.
Approved for Construction:
Date:
BOUNDARY DE9CF&IION SHOWN
IS NOT FOR RECORDATION.
RECOFD MAVII
These drawings are believed to be a correct
representation of actual field conditions but
are not warranted as such.
By: Date:
CONSTRUCTION SAFETY
These drawings do not contain the requirements for
Job safely. All provisions for safety shall be the sole
responsibility of the contractor.
The contractor
x c�oshall ictor sfT�
hresponsible for reviewing oil
existing job conditions. Any adverse existing conditions
affecting work shown on these drawings shall be
brought to the attention of the engineer for possible
clarification or reconciliation.
ADA AND LEQAL DOCLArIIER
This document Is not represented to comply with all
requirements contained In the ADA or other laws.
Engineers are not licensed to interpret lows of give
advice concerning laws, the owner should how this
document reviewed by his attorney to determine
legal compliance.
A
T.-0"
2.-0'
MIN.
1'-0' 2'-6" 2' 6'
1'-0
1 1/2' CHAMFER
1/2' DIA. RODS 2'-0" L ` f?�i `- A
NOTE:
ED
ELEVATION RCHOR GREASED TH U E RODS TOBCONC.SLECURBS
TO PERMIT RELOCATION OF CURBS.
19", GADWIMr AOr♦
SEAL HOLES W 6-
ASPHALT CEM T �1 1/2' CHAMFER
16't
2-03 BARS
BASE COURSEBITUMINWS SURFACE
1/2" DIA. RODS 2'-0" LONG
SECTION A -A
405.02
WHEEL BUMPER DIET
CAPITAL FOUNDRY
CB-1063 OR CB-1051 2'-0"
PRECAST CONC. BACK (SEE PLANS)
BY NC PRODUCTS
SLAB BY CONTRACTOR
(3000 PSI CONC.) �1 I'-9 1 8•i
„ I 6' OP'G MIN.
/3 TIES O 30" 1 9 3/4"
µ O 4" Z 1 a 4 ° 4 . 4
• CURB UP ° • °
° ° FRAME RESTS ON ENOI WALLS
4 °°- ° ° °
o - ° 2"CL.. ° L- - -
° TOP PIPE TEMP. 1 . 8 777 177T�L1,
FORM 00.
(0:
2 '5 BARS
10 LONG CENTERED
WITH BASIN
2'-6• TO 4'-0" �=
NOTE:
WHERE H > 30' - CORBEL OVERHANG
1 1/8" MAX. PER BATT TO MEET
PRECAST BACK ON 2'-6' WIDE BOX.
FOR WIDER BOXES UP TO 4', USE
REINFORCED SLAB AS SHOWN.
704.06 - TYPICAL D.I.
SCALE: I" . V-O" REV. 5-15-00
C
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By LOS
4pRT,R
c�
SEE
.NOTES �LO1Y
tyI'
703.05
2' x 3' DROP INLET
SCALE: 1" - 2' REV. 5-15-00
NOTES:
1. USE EITHER CONC. BUILDING BRICK -ASTM C55.
GRADE N. TYPE 1 OR CLAY BRICK-ASTM C32, GRADE MS.
2. MORTAR TO BE TYPE M.
3. CONCRETE PIPE TO BE CLASS III
4. MIN. DEPTH . 2'-1• (TOP OF GRATE TO INVERT)
5. PRECAST BOXES TO CONFORM TO LATEST ASTM C-913
6. PRECAST BOXES CONCRETE STRENGTH TO BE
A MINIMUM 4.000 PSI AT 21! DAYS
H.C. SIGNS
(SEE DETAIL 2.24)
MAXIMUM TRANSVERSE OR i
LONGITUDINAL SLOPE ON m MAXIMUM TRANSVERSE OR
SIDEWALK P 2x AT H.C. LONGITUDINAL GRADE AT H.C.
PARKING SPACE.--y PARKING SPACE 2x
n T l=1 rTl1- -m
II =III=
REVERSE SLOPE .'III I'J 11= 1�
II -III-II I_III-,11 WHEEL BUMPER
I1 (`UNDISTURBED SUBGRADE OR -� _III SEE DETAIL 405,02
II COMPACTED FILL. (SEE SPECS)
II NOTES:
ll 1. PROVIDE 3/4- DEEP SCORE IN SIDEWALK O 5'-0" O.C.
2. PROVIDE 1/2- EXPANSION JOINTS AT 30 FT. O.C.
3. CONCRETE TO BE 3000 PSI MR ENTRAINED CONCRETE
AT 28 DAYS.
405.12 - PAVEMENT/SIDEWALK
DETAIL AT H.C. SPACES
SCALE: I- 2'-D"
(0:
YARD MODEL
WLCAN V-5622 HEAVY DUTY
2' . 2' GRATE • FRAME
GRATE B FRAME WEIGHT 265 LEIS
WEIGHT MAY NOT DEVIATE BY
�-MORE THAN -5.OX
140R14.4
CO4
�F
NOTES
2• _ �Lal
TP
703e03
2' x 2' DROP INLET
SCALE: 1" - 2' REV. 6-16-00
NOTES:
1. USE EITHER CONC. BUILDING BRICK-ASTM C55.
GRADE N, TYPE 1 OR CLAY BRICK-ASTM C32, GRADE MS.
2. MORTAR TO BE TYPE M.
3. CONCRETE PIPE TO BE CLASS III
2-3' COARSE AGGREGATE , �/ (`• '
(SURGE PILE STONE RECOMMENDED) \ Y�
C
6" HUMP TO DIVERT LEVEL
SECTION A -A RUNOFF FROM PAVED SPREADER
ROAD.
36.0' MIN. 4.0' 10.0'
2% SLOPE 10h
2-3" WASHED STONE (SURGE PILE STONE RECOMMENDED)
GRAVEL ENTRANCE/EXIT: WIDTH-15.0' FLARED TO 25.0' AT ROAD
LENGTH-50.0'
GRADE-2.0%
CONSTRUCTION SPECIFICATIONS:
1. CLEAR THE ENTRANCE/EXIT AREA OF ALL VEGETATION,
ROOTS, AND OTHER OBJECTIONABLE MATERIAL.
2. GRADE THE ROAD FOUNDATION SO THAT THE ENTRANCE/
EXIT WILL HAVE A CROSS SLOPE TO THE SOUTH AND
ALL RUNOFF WILL DRAIN TO THE BLOCK AND GRAVEL
DROP INLET PROTECTION STRUCTURE.
3. PLACE STONE TO THE DIMENSIONS, GRADE AND ELEVATION
SHOWN.
' \ 4. USE WASHED STONE 2" TO 3" IN SIZE.
�� NOTE: MAINTAIN THE GRAVEL PAD IN A CONDITION TO
PREVENT MUD OR SEDIMENT FROM LEAVING THE
SITE. SHOULD MUD BE TRACKED OR WASHED ONTO
ROAD, IT MUST BE REMOVED IMMEDIATELY.
106e01 we TEMPORARY
ROAD GRAVEL CONSTRUCTION
-- ENTRANCE/EXIT
NOT TO SCALE REV. 5-15-00
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CIVIL, MUNICIPAL k
STRUCTURAL ENGINEERS
COMPREHENSIVE
ENVIRONMENTAL SERVICES
- ROCKY MOUNT: -
841 SOUTH WESLEYAN BLVD.
ROCKY MOUNT, N.C. 27804
PHONE: [phone] .
FAX: [phone]
WORLD WIDE WEB: -
www.appianenginsers.com
ad minOappianenginsers.com
•
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a4�i'•.�
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26959
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www.ncocc.orq
These plans are for bidding purposes ant) wil
are not to be used as Construction dro.lngs
unless initialed and dated as approved for
Construction below by the Engineer.
Approved for Construction:
Date:
[16%Aff DESCFWIM AWN
9T FOR FECORDATION
RECORD DRAINNOB
These drawings are believed to be a T
representation of actual field conditiol,i
are not warranted as such.
By: Date -
These drawings not contain the r,, , . ents for
job safety. All provisions for safety "e the sole
responsibility of the contractor.
eme Toontractor *hall The cresponsible II'I eviewing all
existing job conditions. Any adverse e+,sl,ng conditions
affecting work shown on these drawings shall be
brought to the attention of the eni leer for possible
clarification or reconciliation.
ADA AND LEGAL DOCLASIER
This document is not represented t. .,omply with o.'
requirements contained in the ADA or other law_
Engineers are not licensed to Interpret laws or
advice concerning laws, the owner should hove
document reviewed by his attorney to da•I•
local comollance.
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APPiAn
COIISIlLTI11G ENGINEERS, P.A.
CIVIL, MUNICIPAL t
STRUCTURAL ENGINEERS
COMPRINENSRfE
ENVIRONMENTAL SERVICES
BLH = C0562
ROCKY MOUNT: -
154 ROUNDABOUT CT.
ROCKY MOUNT, N.C. 27804
PHONE: (252) 91
FAX: [phone]B
WORLD WIDE WEB: —
www.appim»ngineeFs.am
adminOapplanenginoomoom
e
SEAL
26959
Fine) Mawkw
Review F U poses ONLY
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Copyright [UUI Appian Consulting engineers, r.n. mese arowings move Deen preparea as instruments oT serv4ce Tor a por,icu,ar v,e ur aUlFalrltj FrlpraPFaPcF,y FIYIFIccF u,c,v cp�u auowea wm,,Tau, its permission.
GENERAL NOTES
1. Location and topographical information was taken from an actual field survey performed by Appian Consulting Engineers,
PA dated August 2007. Reference Datum is MSL.
2. Storm drainage pipe if shown, is to be Class III reinforced concrete meeting ASTM C-76, latest revision.
3. All materials, construction, workmanship shall meet the Town of Swansboro Manual of Specifications, Standards and
Design as well as Onslow County Water/Sewer Authority.
4. All concrete is to be minimum 3000 psi of 28 days, air entrained except dumpster pad to be 4500 psi, unless
otherwise noted on the plans.
5. All signs, pavement markings, and other traffic control devices shall conform to the Manual on Uniform Traffic Control
Devices, latest edition as amended, and are the Contractor's responsibility.
6. The contractor shall be responsible for all work zone traffic control in or adjacent to NCDOT or City right-of-way.
All methods shall conform to the Manual on Uniform Traffic Control Devices (MUTCD) and NCDOT standards.
7. Work within the NCDOT right-of-way shall conform to NCDOT standards and specifications.
8. Contractor shall saw -cut to provide smooth transition at tie-in to existing edge of pavement where applicable.
9. Contractor shall comply with all pertinent provisions of the "Manual of Accident Prevention in Construction" issued by
AGC of America, Inc., and the Safety and Health Regulations for Construction issued by the U.S. Department of Labor.
10. Existing utility locations shown, if any, are approximate and shall be verified in the field prior to beginning work.
Contractor shall contact NC One Cali Center of 1-800-632-4949 for locations of existing utilities prior to beginning
construction.
It. All disturbed areas shall be landscaped and seeded within 15 days of completion of construction.
12. On waterlines, "Megolug" joint restraints may be used in lieu of concrete blocking at fittings normally required to
have concrete blocking. Verify acceptability with Municipality before employing for approval.
13. Regulatory signs (i.e. STOP, etc.) and street name signs shall be manufactured from high intensity reflective materials.
Street name markers shall be provided per local municipality or NCDOT requirements.
14. Lot dimensions shown are approximate.
15. When clearing right-of-way or easements, watch for tall young slender unbraced pine trees that could fall Into the
right-of-way after construction is complete. Bring to the attention of Engineer for resolution during clearing operation.
16. Any relocation of existing electrical facilities will be at the developer's expense.
17. All fin hydrants shall be set to height per local municipality. Adjusting fire hydrants to grade is considered incidental
to the cost of the fire hydrant.
18. Property is not located in a FEMA mapped flood area or Flood Hazard zone.
19. Owner Is responsible for determination or discovery of existing underground storage tanks (UST), septic tanks,
abandoned utility Imes, groves or cemeteries that may exist on the site.
20. Contractor shall exercise extreme caution when working under, around, and/or adjacent to existing power lines.
21. Sitework handicap signage, surfaces, grades, pavement markings, etc., to comply with ADA requirements.
22. Contractor will be responsible for providing all pavement markings in his bid. All lines are to be 4" white unless
otherwise noted.
23. Site contractor is to assume responsibility for all water and sewer utilities from a point 5' outside of building to point
of public connection.
24. All site plumbing is to moot the NC State Building Code Volume II, Plumbing.
25. Do not pour any concrete before forms are inspected and approved by the project engineer. Failure to do so may
constitute removal of work performed at Contractor's cost until mode satisfactory by the Engineer.
26. Site disturbance is more than 1 acre therefore an erosion control permit has been applied for. No work shall begin
on site until an approved copy of the erosion control permit has been obtained from the review agency. All additional
erosion control Items that are Installed that are not shown on the plans, shall be approved by the local agency or the
Engineer before installing in order to approve for payment. Items not approved will be installed at the contractor's
expense.
27. All curb and gutter returns shall have a 20' radius, unless shown otherwise. Provide handicap ramps at all returns.
28. Contractor shall watch for any potential upgrade depressions adjacent to and behind proposed curb. Should any be
detected, fill to provide positive surface drainage over top of curb.
29. All curb and gutter within NCDOT right-of-way shall be 30" standard curb and gutter.
30. Electric power is to be placed underground, and shall be installed, If possible, before curb, pavement, and seeding of
adjacent area. Coordinate with utility agency. Do not seed and mulch behind curb until underground electric has been
installed. Coordination of electrical placement shall be the sole responsibility of the Contractor.
31. Existing or new operable Manholes or Wetwells qualify as "confined" and require compliance with OSHA "Confined
Access Entry" requirements. Certified equipment, proper notification and other applicable equipment and/or devices may
be necessary to protect workers, after system is operational from hydrogen -sulfide gas build-up or an otherwise oxygen
-less environment.
32. All handicap romps are to most "ADA Accessibility Guidelines for Buildings and Facilities" as detailed in Federal Register,
Vol 56, No. 144 dated July 26, 1991, rules and regulations activated January 26, 1992. also refer to North Carolina
State Building Code Volume 1-C, "Making Buildings and Facilities Acces-ib!e T9 and Useable by the Physically
Handicapped", latest edition.
33. Contractor is to bring building pad to within 0.1 foot of the subgrode lovelp See bidding notes, specs, or soils report
for clarification of potential surcharge area.
34. Boundary information is shown for reference only. Consult Professional L;Jnd Surveyor for boundary data.
35. Unless noted otherwise, all trees not marked to be removed ore not to be disturbed. They are to be protected from
damage by equipment during construction.
36. The contractor shall be responsible for the repair of any pavement or existing utilities that may be damaged due to
construction activity. Exercise caution.
37. It is common for revisions to occur to the sealed drawings durinf, the permitting and bidding phase. As a result, only
plans signed and doted by the Engineer of Record in the "Approved for Construction" certificate (in addition to the
signature and date over the seal) and, if applicable, also bearing the signature and date of the applicable local
government authority reviewing and approving the plans, will be considered the Approved Construction Drawings. These
plans only are to be used for construction. Work either staked or constructed from plans stamped "Preliminary" or
with the signature missing from the "Approved for Construction" certificate will be considered unacceptable for
construction. The contractor shall be responsible for remediating and correcting all conflicts created by him, at his
own expense, which may be at variance with the Approved Construction Drawings.
38. Building Contractor shall be responsible to verify the minimum building setback requirements with the building
inspections office before construction.
39. All construction debris shall be disposed of off -site in a state permitted landfill.
40. Owner to be responsible for sign permit and sign placement for new building as required or needed.
41. The cost for power pole relocation is to be borne by the Developer. Contractor Is to coordinate relocation with
the Department of Utilities.
42. The location of the topsoil stockpile shall be coordinated with Developer.
43. Minimum bury on underground electric is to be 48". Minimum bury on Cable TV is to be 24". Minimum bury on
Telephone is to be 36".
44. Contractor is required to provide "as -built" drawings for Engineer upon completion of construction. Note any deviations
from the original plans. Plans are to reflect the actual location, materials and depth of facility along with valve tie -
downs. Failure to provide as -built drawings may delay project and require at contractors expense, a filed survey by a
45. Maintain a minimum exterior grade drop of 8 inches below the finished floor elevation. Do not place landscaping fill
against the foundation in such a way that the outside grade elevation is raised higher than 8 Inches below the finished
floor elevation.
PLS.
APPIAN CONSULTING ENGINEERS, P.A.
841 South Weele Blvd. Rocky Mount. N.C. 27804
Phone: (252) 97y2* 7703
Fax: [phone]
Email: odmineappionengineers.com
World Wide Web: www.oppionengineers.com
IRST BAPTIST, CHURCH
DEVELOO PED BY � OWNER �:
FIRST BAPTIST CHURCH OF SWANSBORO
814 WEST CORBETT AVENUE
SWANSBOR09 NC 28584
Q0H3UL7&y'T39
8 o00L3 SCUMN11`937B
SOIL & ENVIRONMENTAL CONSULTANTS, PA
11010 RAVEN RIDGE* ROAD
RALEIGH, NC 27614
0HDDfE�{
CE-1 EK0370H%'M COO Hn D040 00[`l1n S/DEH0L0' 9GH Pf�Laf`�1
CE=22 507 E/M40L04V PLL H
CE-3 (MR&D0fl 2 PLL%H
CIE-4 ER0800H COH7ROL1L
CE-5 S&HO FOLTER 1;3� DE4La0L3
CE-8 SLAHD C OL7ER 022 DE7&DLS
CE-7 COO Hn 87RUC7000 H HOO 4ES AHD DE7La0L8
CE-8 COHOTRU0700H DD E 7&0L 8
CE-S COO H87RUC400H DETAOLS
CE-10 COO Hn87RUC700H 0=&ULS
SITE PLAN LEGEND
_ __
EX. ClC GUTTER
_________________________________
TO REkeo :tr:�
PRO. FUR8 Q GUTTER
PRO SPII -. JP
I_)--[.i
Ex .AREA LIGHT
♦�
PROPOSED AREA LIGHT
CONCRETE
EX ELEC. LINE
PRO. UNDER -GROUND
ELECTRIC
-__- -----------
EX. SAW ewRy SEWER
EX. WATER MAIN
- -._ 950 -. _._.
EXISTING i?NTOUR
9500
PROPOSED CONTOUR
K 950.00
EXISTING GRADE
PROPOSED FINISHED
GRADE
UTILITY
SYMBOLS
SiTE INFO.
DRAINAGE PIPE, FES (FLARED
TRACT ACREAGE: 3.86t Ac.
END SECTION) & RIP RAP.
NO. OF LOTS: 1
LINEAR FOOTAGE
CATCH BASIN, DRAINAGE
OF STREET: 1,232t Lf.
PIPE & JUNCTION BOX
AREA OF
STREET R/W: Ac.
TEE, G.V. & FIRE HYDRANT
W/BLOCKING
ZONE: B-2/R-B(SF)
MINIMUM BUILDING SETBACK:
(-------
8" S.S. & MANHOLE
FRONT: 2V
TEE & G.V. W/BLOCNMG
SIDE: N/A
REAR: 10'
1
SIDE STREET: 10,
DENOTES STOP SIGN LOCATION
MIN LOT FRONTAGE
a
DENOTES STREET NAME LOCATION
a SETBACK: 50'
t
MIN. LOT S.F.: 8.000 S.F.
1 .�`A�T�
o
WATERSHED
?: QR�
EX. IMERVIOUS AREA:
= SEAL -
32,979 S.F. 19.6 X
•• 029958
PRO. IMPERVIOUS AREA:
A
IN
71,337 S.F. = 42.5 X
%����,(1•B/
AREA DISTURBED Z71 Ac.
N
Final Drawings
Review Purposes ONLY
PERMIT APPROVALS:
SEWER COLLECTION SYSTEM:
N.C. DEHNR PERMIT NO: • DATE:
WATER DISTRIBUTION SYSTEM:
N.C. DEHNR PERMIT NO: • DATE:
REVISIONS
NO. A
DATE:
DESCRIPTION:
BY:
CAD:
0
�nrIF Ir
aoao
Aplpmun
W CONSULTING ENGINEERS, PA M
CIM 111III111111CiAL A STRUCTURAL ENON1111ER8
C01p4tEHMIYE ENVIRONMENTAL 8ERYICE8
t'7rM D
NORTH CAROLINA ENVIRONMENTAL
MAINAGE+VENT COMMISSION
DIMSION OF WATER QUALITY
r
NUMBER OF
CHURCH SEATS:
302
BUILDING AREA:
EXISTING:
11,108 S.F.
PROPOSED:
19,548 S.F.
TOTAL:
30,656 S.F.
SIGN AREA:
EXISTING
SIGN HEIGHT:
EXISTING
LOCATION:
CITY.
SWANSBORO
STREET ADDRESS:
614 WEST CORBETT AVE.
SWANSBORO,
INC 28584
COUNTY:
ONSLOW
STATE: NORTH CAROLINA
PARKING INFO.:
REQUIRED NO.
PARKING SPACES:
101
TYP. PARK SIZE:
9'X18'
REGULAR:
70
HANDICAPPED:
2
VAN ACCESSIBLE:
3
OFFSITE:
29
TOTAL:
104
1=CEIVED
iWN 2 3 2v38
DWO
PROJ#
I

This map is not a certified survey and has
not been reviewed by a local goverment
agency for compliance with any applicable
land development regulations.
BEFORE
You DIG
CALL
all
NORTH
CAROLINA
ONE -CALL
CENTER
These plans are for bidding purposes only and
are not to be used as Construction drawings
unless Initialed and dated as approved for
Construction below by the Engineer.
Approved for Construction:
Date:
BOUNDARY DESCRIPTION %4OWN
IS N91 FOR RECORDATION.
PECORD DRAWIM
These drawings are believed to be a correct
representation of actual field conditions but
are not warranted as such.
By: Date:
CONSTRUMM
These drawings do not contain the requirements for
job safety. All provisions for safety shall be the sole
responsibility of the contractor.
KNO
TheScont(r 00I shall M responsible for reviewing all
existing job conditions. Any adverse existing conditions
affecting work shown on these drawings shall be
brought to the attention of the engineer for possible
clarification or reconciliation.
ADA AND LEGAL DI810LMIER
This document is not represented to comply with all
requirements contained in the ADA or other laws.
Engineers are not licensed to Interpret laws or give
advice concerning laws, the owner should have this
document reviewed by his attorney to determine
legal compliance.
cqurloN: /
© O.H. POWER IN VICINITY
OF WORK, AREA. \
PRO. SAND FILTI
,/ / / /� ♦� SEE DETAIL ON
SHEET CE-5
�0
PRO. 4' CB/FLOW/ J°
Copyright 2001 Appian Cvnnulinnj i PA Ihrsr d, owingn. liner bren picp.nrd n.. ,.troll ent•' of t. Inr a po,t;culor site or building improvement and n-mains the property of the Fngineer for use under his supervision. No reproduction or other use is allowed without his permission.
PAVEMENT sECTIONS sessel r=xenNG IMPERVIOUS CALCUALTIONS
I
BUILDING AREA: 11,108 S.F. 6.61% >� zh THERE ARE NO WETLANDS
A3 NT N CONCRETE S/n' SECT. PARKING AREA: 20,414 S.F. 12.14%
AR ENTRAINED O [ON THIS SITE
0 2E oArs CONCRETE OPEN SPACE: 136,648 S.F. 81.25%
/
TOTAL: 168,170 S.F. 100% /
6" 4.000 PSI CONCRETE SECT. TOTAL IMPERVIOUS: 31,522S.F. 18.74%
AIR ENTRAINED - /
O 28 DAYS
e PERVIOUS CONC. PROPOSED IMPERVIOUS CALCULATIONS �713i P°e
BUILDING AREA: 30,656 S.F. 18.23%
2' SF9.5A LIGHT DUTY PARKING AREA: 40,680 S.F. 24.19X // �" zee
PAVEMENT SECT. ,
V CABC OPEN SPACE: 96,834 S.F. 57.58%
TOTAL: 168,170 S.F. 100% / \
TOTAL IMPERVIOUS:71,336 S.F. 42.42%
PARKING CALCULATIONS
USE
SEATS
SPACE REO.
SPACE PROV.
CHURCH:
302
101
104
PARKING TOTALS
PARKING
STALLS ADDED:
61
EXISTING
PARKING AT SANCTUARY:
14
EXISTING
PARKING AT HOUSE:
4
EXISTING
PARKS AT BANK*
25
e CHURCH HAS PERMISSION TO PARK AT THE ADJACENT BANK
PER LETTER FROM BANK AS PROVIDED TO THE TOWN OF
SWANSBORO.
SPUTTER BOX \q er / , OWNER/CHURCH, CONTRACTOR
ea* exshrub e+- e y+ TO COORDINATE W/ OWNER
e( I
�J �"rTti s°`J° i _, ••_> � � ON AREA OF LOCATION.
ty"e+`eel PRO. FOREBAY/
�" 1 1 \ "� <L j OUTLET PROTECTION
9 e+.eePR / INSTALL PER DETAIL �tPY// Q/ 11 ml I 11
0 435 LF PRO. 20 LF PRO. 248 LF y ex 24' rcp
4.
7, ?4" CPP; W� FES LEVEL PREADER RETAINING WALL ° ^ (fun)
If6' 18'-7S.n�' �8 PRO. FOREBAY/ t I I I It
OUTLET PROTECTION II
PRO, 90 LF 18" RCP IT 4.. > �� 5' WHEEL BUMPERS Al woods -small brush _ - - ` AA°Rox/ 11 I 11
W/ 6' FES / / a 17. PER DETAIL 405.02 /-� —� - PRO. 20 LF INSTALL PER DETAIL _ ,yam -B (l I 11
PRO. HC RAMP / 1 ro (TYPICAL) u _ - \' ' LEVEL SPREA ER a/'T'Dggy[/ 11 ex. mh 11
O �� +7�ny / NE top 5 /1 2
DEPRESSION / / QP ` fit/ pRp i I I1
A
I ii I �I r
PRO. 24 LF 8" CIPP ?O. PRO. B PRO. 24" WA K / F "Sill r3 t 1I
PRO. 4' CB / R C&G `k k a. �6ROE52 LF 24" CPP W/ Qi PRO, S
PRO. HC RAMP .,, �5 A SfE DfT NO F/L ex. teL
DEPRESSIOM\., / / p ,��' 6y PRO. 2X3 D.I. \ \ ` PRfET Cf's ON �R er. fel., 82i I Top 27.85
/ 1
o ,41
' �NaWrU toQ
he 23J5i
n a
PRO. ASPHALT PARKING LOT
24
PRO, 5' MONOLITHIC - ory ... --.. -_._ _. -.. 5 SI E ALK Sa
PRO. 8 LF 18' RCP / / s'' O• SIDEWALK PER DETAIL in r W
/ inv I PRO. 2'X3',OI A 405.01 / `(/f yl ,P I 1 + "II I IM O` I
REMOVE EX HEADWALL ib 5 \ \ \
; er ' i PRO. EDUCAT10N CENTER I I I Z
r ?,
V \ I 11
/-< ,548 S.F. o `u�, PI I U
19RO. 4' CB/FLOW
II
/ [ to /
SPUTTER BOl i L p
F.F.E. = 31.16t zo
X��UQ NO1 �W• I© O.H. TPOWER IN VICINITY II
/ / i // _..p sce♦ 1 ex. round �shell�,] � .� rn6 /IW 6 a V OF WgRK AREA. I1
e, c0. '/ '°' �w'�♦ ♦� i°i Y W`�� ` PRO 32 LF 12 ex s,gr,�
y J6' a PP I 1
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PRO. 5 LF 12" CPP' +'tP Ilk
II
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/ I �� \d ♦♦ F.F.E. lL7J , ^ Al,. + �'� ex. rh
/ /�� // l t p ..v e' ee ♦ L ` O� p 1 top 26.27I II
/ �xJ �\� \ f ex` ♦♦♦ �Lt�a N \� 1g R0. ASPHALT pqR PRO. 4' C.B. a,�l CONNECT2T02E%ISTING It
->y.. ♦♦ ^' / 1T -� S. 24' T I I I ASPHALT II
/ TO a ��'�� e,4 ® tl.';" X ♦°I' Sti fin* ex.d ` s KING LO PRO. 26 LF 12" CPP.
y �� ro
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exshrub
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�ev�\*;4 �,+� I I p \ ro PRO. HC RAMP\III'"x
\ ^IR" \ \ b °°a %) I I r - 16 SPACE PRO. 15 LF 8"T CPP i
,/. 22. ,�'�_.. \ �S I`'� \ \ ♦ y' i ♦ $ CONNECT TO S I er. c.
y \ �. \ \ / 6� / e' ( / o ` - / O 9'Xr8• .�.......> PRO 2X2 DI I I In top 2 .06 I1
tot, J EXISTING ASPHALT I it �/ �- Q si V, Ill in. I�' 22.311
\ R/ \ \ I DRIVE �- PRO. 3x'e-Ch„G.
AA,,/ a ex. sqn q
'Y� \ \ \ o� / / er.d.s/ fh_ y, e+' A� in,. 2{f" zr.nt I II
er. shrub ' I Ili/
gR '�._L,fI II
\�/ / /, f • -1 EX. FLC x`ml chose \ '-,� 1$e I I
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F.F.E. J/. 16f �� er. s/e _� .p \\ 4041TAPER1 (Ti�P D1"wLI\ \' II I�IIpU
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\ \ \ �sefva \ \ ex shroQ P I ex. let. box I l I / / a \ v \ I ' ' I I fop 29.35
\ e \ \ \ \ • 0,�4 r°\d ex. diet. bar �I I / e1= x s� Ie,. J. s�° / J SpAGEE a / 9 '\ i •L )) �.� \ . _� �1 1 I I * ine 21.803
ex. IP lank 9 xr8' I I I Itn
ex. bollards
\ \ \ \s \ \ \ \ ends / / ex. usf U e� i� . l I CONNECT TO
C y C I �" EX. ASPHALT r 1SSI` I I,
\ \ s s ` / 1, ��//� I \ � pRIVE
NOTE:
Symbol shown for handicap parking space
clarification on plans only. Do NOT place
ground painted symbols on pavement.
1999 North Carolina Accessibility Code
4.1.2 - sign mounting heights at accessible
spaces (part 3 states:
1. Regardless of age, all accessible
spaces shall be identified by
above -ground signs only. (See
N.C.G.S.)
2. New spaces shall not use ground
painted symbols.
PRO. TREE LINE
PRO. 20' WADE X 501ONG
FILTER STRIP
' PRO. 185 LF a
' RETAINING WALL may!/NF
DO NOT DISTURB EX. FOOT
PRO. 20'WIDE X 501ONG BRIDGE. IF BRIDGE NEEDS
FILTER STRIP RELOCATION BY
ex mh
top 27J8
unable to open
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Applun
CONSULTING ENGINEERS, P.A.
CIVIL, MUNICIPAL &
STRUCTURAL ENGINEERS
COMPREHENSIVE
ENVIRONMENTAL SERVICES
- ROCKY MOUNT:
841 SOUTH WESLEYAN BLVD.
ROCKY MOUNT, N.C. 27804
PHONE: [phone]
FAX: [phone]
WORLD WIDE WEB: -
www.appianengineers.com
adminOappionengineers.com
O� •'pf ES y '�
SEAL
029958
T//11111111111
Final Drawings
Review Purposes ONLY
Q�L
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exd.; ` � � � `'.z/l ! l I 'it )le I � � = ��' 'A � - ` I be
`\ \ \ \ \ se\. d.` .l _/ \\ �L e/ F. CNURCN
Po \ \ \ \ \ / °,W F.F.E. RSMT I \ / r14 q
/•4� \\ \ \ \ \ \ elec_ ox 25.62t \ / / SIS
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\ \ \ \ s \ \ �^�"\ l Tex ds. I F.F.E. J5.583 7 /till//l l , Ifll
- - 7' I I� lilt/
\ Ss\ \ ' : , ex. aspMl. Po ki g lot r 1llll j(j i
ex.tls! / � _ � I �llll/ / DO NOT DISTURB EX. SIGN. I [ I
l p / er ` a f� �iIII// / COORDINATE WITH CHURCH i 11 I
\ / ` / _ t I eT — ` fix. s`!� ON ANY LANDSCAPING - 1
I\ \ ss �� J ey �� I e l! / / DISTURBANCE.
ei ex. mh
ex. light op 26.61 I1 N C.G.S. STATION
ex. sign---I—r ten' rev. zJ ary IIZ��
„BAPTIST„
°b.NAVD 88 ELEV. 31.41
VA\ \V er ���y ! I °l lop T9 rT
mh \-___-_. \ / e kw IS" 25.62t I I
top 3179 _ ��^^ _- _ `' / v 5.293
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in
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PARK SS— F� Q/tee: S.
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inv 25 18 ASS__ _
S ex. mh
S-_ fo 29 ti5 II
inv 24.701 I II
QL NEW EDGE OF ASPHALT.
-__ W
/ CONTRACTOR TO MAKE APPRUXUTA7E
� SMOOTH CUTS ALONG EDGE
TO REMAIN.
11 I II
11 j II
iI j II
1
Jer. o.b. I
rJ, lop 30. J6
1 : inv 25.94 SCALE: 1" = 30'
II ` 0 30 60 7°
90 105 120
}

Copyright 2001 Appian Cor ;.ult r ,I I nyu ev.,, P A Ihe,e drawrn ye, hove_ beeprrpu,rd m .n sb urn ents r T ..r,-," for a particular site 01 building improvernenl and remains the property of the Engineer for use under his
vision. No reproduction or other use is allowed without his permission_
/
/ 4.
/
/
�22.8
This map is not a certified survey and has
not been reviewed by o local goverment
agency for compliance with any applicable
land development regulations.
These plane are for bidding purposes only and
are not to be used as Construction drawings
unless initialed and dated as approved for
Construction, below by the Engineer.
Approved for Construction:
Date:
FECOM DRAWN(3S
These drawings are believed to be a correct
representation of actual field conditions but
are not warranted as such.
By: Date:
These drawings do not contain the requirements for
Job safety. All provisions for safety shall be the sole
responsibility of the contractor.
E The coon actor sshThalSresponsible for reviewing all
existing Job conditions. Any adverse existing conditions
affecting work shown on these drawings shall be
brought to the attention of the engineer for possible
clarification or reconciliation.
ADA AM LEC3AL DOCLANIER
This document is not represented to comply with all
requirements contained in the ADA or other laws.
Engineers are not licensed to interpret laws or give
advice concerning laws, the owner should hove this
document reviewed by his Mornay to determine
legal compliance.
/ �
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-- - 28.3 $ TC 26 LF 15" t Ilit
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14 �./ rd.s
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Ex FL / �29.62t MATCH EX.-=r. meth. Chas FL ?9. 211 T �:_� Mq TCH E M�
F.F.E. J1. 16t / l - er--_ pC 2B.8q -2$21 X' d1 L� 1!I
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CONSULTING ENGINEERS, P.A.
CIVIL, MUNICIPAL do
STRUCTURAL ENGINEERS
COMPREHENSIVE
ENVIRONMENTAL SERVICES
- ROCKY MOUNT: -
841 SOUTH WESLEYAN BLVD.
ROCKY MOUNT, N.C. 27804
PHONE: [phone]
FAX: [phone]
- WORLD WIDE WEB: -
www.applonengi neers.com
odminOappianengineers.com
�.`� p��•'E ESSh�r
SEAL
029958 -
Ate.. f.N ER
"'FR it soKP;.a�G �.te-
rrrun a 11u��
Final Drawings
Review Purposes ONLY
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Cop yriyhl 2001 Appian C,ve;ull in�l (ngln ecr.:, P A III<• - drowiII InI - born I"'.mcd o r.l rurnenls r,t rvl, . for n particular site or building lrnprovernent and remains the properly of the Engineer for use under his supervision. No reproduction or other use is allowed without his permission.
'� \ \ `'
0�
/ ACAUTION:
O.H. POWER LINES
/ VICINITY OF WORK AREA.
FQ rER , f� ORq T f0 A
vc
LF 4' S.
/1' 1ry AERFC1?
6 CONCRETE 1 4>);O,rqo
BOTTOM I, EBAY/S 4 O/ -
^' 2 Tp qT A ��:."`fy`��,•�Sgy `•
C Af t AREA 90 SF `cO
OP OF WALL A? 7j
/ r . 1915 (WEIR)`SO
TOP OF WALL dg `t0
19.67
/ - PRO. 8" CMU WALL i 1 III , RETAINING WALL VERIFY WITH OWNER ON
STYLE (MATERIAL, TYPE, SIZE, ETC.) SEE
WALL DETAIL
TOP OF RETAINING
,t z I
4� I, MAX SLOPE 3:1 _ 20 FILTE STRP
050' LONG I
12 ---- -
I
r
9
r
r '
1
CLE NOU
F_. k .mill ob �� INv.An.so� - - - - - --
t
J
--- 13
-
I, r
4' CB/SPLITTER BOX �,` t �.. B.SD. - - --__ - - ------ -----
BOX SIZE: 4'-0 X4'-0' w■■t / t /"
TOP 24.43 - _ _ - f �-. ,I , 17.2p' -
INV. IN 19.06 I - ----- - ___- -
INV. 12" OUT 18.96 (
INV. 24" OUT 20.20 ? 76 �� 1- , `,tea - - '' _ ( ------ - -- -
t Al J - j r r + 45 LF 4" PVC --__
1 -_ -
1.1
I,
F
- '
,y
�u INV. OUT TOP OF WALL 17.:00 ---__
17.0 - -- --
TOP OF LIP 16.60
TOP OF BERM 18 TOP OF BOTT. OF SPILL 15.25
V '' t - 17 6 CONIC. L
y l
!I PR_'35LF
141 3 157 STONE
FW/ES 02.27% _
- ... BOTT 1 ,`
1' .
1' . Y VER
24
.-_.. t TOP OF BERM
(MAINTENANCE ACCESS)-
22 \
>• IOYR-24 HR STORM 21.38
>
\ > 1YR-24 HR STORM 2040
20 >
� \ 15" 24 HR STORM 1969.TOf
I 1 e TOP OF WEIR 19.15
't:'% TOP OF SAND 19.00
t t-,NORMAL POOL 19.00
5'
UNOE GROUND DRAINAGE
\ I PIPES (4" PVC)
BO T M OF ,SAND 17.50
PRO. 8" CMU WALL (TYP) ` \
i
6" THICK CONIC.
16
-- t , t CL, SC, OR ML TYPE SOIL
I I
14
RETAINING WALL (BY OTHERS)
12 - 1
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TOP OF WALL
>
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241
221
201
E-31
13
121
Tm
15 . 6.0
16 1.5-1-)
v _
woods / // S , SLOP
/...-- INV. OUT 17
117.00
wit 18
�,. PROPOSED FOREBAY/
OUTLET PROTECTION.
f • ; INSTALL PER DETAIL --- - --
C
NOTES
1. USE EITHER CONIC. BUILDING BRICK-ASTM C55
GRADE N. TYPE 1 OR CLAY BRICK-ASTM C32, GRADE MS.
2. MORTAR TO BE TYPE M.
3. PROVIDE STEPS ON NON -PIPE SIDE AT 16. O/C VERTICALLY
WHEN STRUCTURE DEPTH EXCEEDS 42"
CONCRETE SLAB
12 3/4" SUPPLIED BY
NC PRODUCTS
ao
1 1/3" MAT SEE a
4'-0" NOTES i
ABOVE
MINIMUM Z
w,
00
ENSURE PERIMETER OF ; a
PENETRATIONS TO BE ---- m 0.
SEALED WITH CONCRETE
COLLAR OR MORTAR R� -- X
3000 PSI CONC.-`
AND FILTER *1 - FL
2: 1
TOP OF_WF
21.00-\ -
SCALE: 1" = 10'
0 10 20 25 30 35 40
TOP CASTING 24.43
TOP SLAB 23.37
ONE CUBIC FOOT OF
CLEAN STONE IN
BURLAP BAG TO BE
PLACED AT EACH 2"
DIA. PVC WEEP HOLE
INV 12" 18.96 3 ��
OW SPLI
VULCAN V-4096-1 (4') FRAME &
COVER. SEE DETAIL 704.06.
WEIGHT = 345 LBS. WEIGHT MAY
INVERT OF BOX TO BE FORMED TO 24" CPP
DIRECT THE FLOW OF WATER AS
SHOWN FROM SPRINGLINE OF PIPE
s
CIL
TTER BOX
APRIL 2008
BLOW-UP OF WALL
TOP OF CONCRETE
LIP 16.60
1 L- GROUND ELEV. 15.25
2 BOTTOM DITCH 1 START OF FILTER
LEV. 1&00 � . 3' STRIP 15.00
1 3 3 1
3 3 • - \1
11.. LEVEL SPREADER LENGTH PER EROSION CONTROL MANUAL, TABLE 6.40A.
2. INSTALL CENTIPEDE SOD IN AREA OF FILTER STRIP.
LEVEL SPREADER DETAIL
NOT TO SCALE
'MATCH SLOPE AS SHOWN ON PLANS.
SECTION A -A
NOT TO SCALE
r_�
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Applun
CONSULTING ENGINEERS, P.A.
CIVIL, MUNICIPAL &
STRUCTURAL ENGINEERS
COMPREHENSIVE
ENVIRONMENTAL SERVICES
- ROCKY MOUNT: -
841 SOUTH WESLEYAN BLVD.
ROCKY MOUNT, N.C. 27804
PHONE: [phone]
FAX: [phone]
- WORLD WIDE WEB: -
www.appianengineers.com
admin0appionengineers.com
I
1
ES
SEAL
c 029958
�Acnl . Ac I NEEf-.,C-3*
FR .... P�
w,S�K�``��
Final Drawings
Review Purposes ONLY
1
TOP OF LEVEL O
SPREADER
PRO. 24" CP `
O
a BOTTOM LEVEL ma
o N II SPREADER
1 5 • O n
4M
I
CLASS I RIP RAP cc mo
0
FILTER FABRIC , ■ r C.
R>J ■
MATCH SLOPE AS SHOWN ON PLANS. O o
FOREBAY DETAIL Q p
NOT TO SCALE c
ECEIVED WC/♦
JU
' j i'V 2 3
2rr11pp V
vUR Q
a
DW0 o
PROD # r `
This map is not a certified survey and has DRANNGS' # O
not been reviewed by a local goverment These drawings are believed to be a correct
agency for compliance with any applicable representation of actual field conditions but
land development regulations. are not warranted as such. + °
memo
By: Date:
■m
O
N
CONSTRUCTION SAFETY
These drawings do not contain the requirements for
J
a
hm
o
m
O
job safety. All provisions for safety sholl be the sole
responsibility of the contractor.
LL
Cc
c
EXISTING CONDITIONS
m
N
The contractor shall be responsible for reviewing all
These plans are for bidding purposes only and existing job conditions. Any adverse existing conditions
are not to be used as Construction drawings affecting work shown on these drawings shall be
unless initialed and dated as approved for brought to the attention of the engineer for possible
Construction below by the Engineer. clarification or reconciliation.
Approved for Construction:
Date: ADA AND LEGAL DISCLAIMER
This document is not represented to comply with all
C
W
Q ■hill 3
//►
Vi
v
o
v
requirements contained in the ADA or other laws.
BOUNDARY DESCRIPTION SHOWN Engineers are not licensed to interpret laws or give
advice concerning laws, the owner should have this
IS NOT FOR RECORDATION. document reviewed by his attorney to determine
legal compliance.
o
a
07-105
D-0000
CE-5

Copyright 2001 Appian Consultiaq Engineers, P A These drawings have been prepared as instruments of service for a particular site or building improvement and remains the property of the Engineer for use under his supervision. No reproduction or other use is allowed without his permission.
VULCAN V-4096-1 (4') FRAME &
COVER. SEE DETAIL 704.06.
WEIGHT . 345 LBS. WEIGHT MAY
NOT DEVIATE BY MORE THAN -5.0%
A TOP CASTING 27.35
"IF 26.29
TOP WEIR 25.25
ENSURE PERIMETER OF
PENETRATIONS TO BE
SEALED WITH CONCRETE
COLLAR OR MORTAR
Ilr,10
TOP OF WALL -17.0(
-TOP OF LIP 16.60
BOTT. OF SPILL 15.
6" CONIC. LI
157 STONE
16.00
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This map Is not a certified survey and has
not been reviewed by a local goverment
agency for compliance with any applicable
land development regulations.
These plans are for bidding purposes only and
are not to be used as Construction drawings
unless Initialed and dated as approved for
Construction below by the Engineer.
Approved for Construction:
Date:
SAND FILTER *2 — FLOW SPUTTER BOX
unr Tn mu r APRIL 2008
9'-0- (NTS)
I6" CL.--i
f
n 1
6" THICK 3,000 PSI CONC
RECORD MAWNKiB=
These drawings are believed to be a correct
representation of actual field conditions but
are not warranted as such.
By: Date:
These drawings notcontainthe requirements for
job safety. All provisions for safety shall be the sole
responsibility of the contractor.
E OTM CONDITIONS
The contractor shall be responsible for reviewing all
existing job conditions. Any adverse existing conditions
affecting work shown on these drawings shall be
brought to the attention of the engineer for possible
clarification or reconciliation.
ADA AND LEGAL DKKX AP"
This document is not represented to comply with all
requirements contained In the ADA or other laws.
Engineers are not licensed to Interpret laws or give
advice concerning laws, the owner should have this
document reviewed by his attorney to determine
legal compliance.
NOTES
1, USE EITHER CONC. BUILDING BRICK-ASTM I
GRADE N. TYPE 1 OR CLAY BRICK-ASTM 1
2, MORTAR TO BE TYPE M.
3. PROVIDE STEPS ON NON -PIPE SIDE AT 16'
WHEN STRUCTURE DEPTH EXCEEDS 42"
_ INVERT OF BOX TO BE
_ FORMED TO DIRECT THE
FLOW OF WATER AS SHOWN
—FROM SPRINGLINE OF PIPE
ONE CUBIC FOOT OF
CLEAN STONE IN
BURLAP BAG TO BE
PLACED AT EACH 2"
DIA. PVC WEEP HOLE
INV 12" OUT 23.85
l- 3 ROT 23 52'
Ei�"- - -
PRO. GRADE SAND FILTER X-SEC
28 - - -- 28
TOP OF BERM--.-
- - - -- (MAINTENANCE ACCESS) -
5'
-�10YR-24 HR STORMM 26.55 - --- -x1f,
--
26 TOP OF RETAINING - 26
WALL 26.00 7 __. _ - L j
_
1YR-24 HR STORM 25.26
- 3
-_---_-_-_ - - TOP OF WEIR 23. 75
24 - --
1.5" 24 HR STORM 24.36 - 24
TOP _OF. WALL723.85TOP OF SAND 23.70 NORMAL POOL 23.70
- - -UNDERGROUND DRAINAGE _..-.__-.-- i��. SEDIMENT PIT
PIPES (4" PVC) n (FOREBAY) - i
w
PRO. 8" CMU WALL (TYP)
22 BOT OF SAND 2220 - - - — s 22
THICK coNCR �- �-
1" - 10' HOR
1" 2' VER
SAND USED IN SAND FILTER SHALL BE -- -- --
CLEANED, WASHED, COURSE MASONRY SAND --
SUCH AS ASTM C33. PARTICLES SHALL BE
LESS THAN 2 MM AVERAGE DIAMETER.
©CAUTI
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SCALE: 1" = 10'
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APF'Un
CONSULTING ENGINEERS, P.A.
CIVIL, MUNICIPAL &
STRUCTURAL ENGINEERS
COMPREHENSIVE
ENVIRONMENTAL SERVICES
— ROCKY MOUNT: —
841 SOUTH WESLEYAN BLVD.
ROCKY MOUNT, N.C. 27804
PHONE: [phone]
FAX: [phone]
— WORLD WIDE WEB: —
www.appioneng ineers.com
adminOappianengineers.com
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Final Drawings
Review Purposes ONLY
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START OF FILTER
STRIP 19.00
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1. LEVEL SPREADER LENGTH PER EROSION CONTROL MANUAL, TABLE 6.40A.
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2. INSTALL CENTIPEDE SOD IN AREA OF FILTER STRIP.
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LEVEL SPREADER DETAIL
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