SW6140804_APPROVED PLANS_20140825

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
(� APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATEL7
r/r5
YYYYMMDD

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(2) 4" DIA. PVC
UNDERDRAIN PIPES
ELEV.=236.90
SODDED SIDE SLOPES AND
BOTTOM
CLASS "C" GEOTEXTILE FABRIC
ALONG SIDE OF BIORETENTION
ALONG COMPACTED SUBGRADE
NATIVE SOIL, NO
BIORETENTION SOIL MIXTURE
(VARIES)
BIORETENTION SOIL I I
MIXTURE PER
SPECIFICATION
II
CLEAN OUT, TYP.
SECTION A' -A': UNDERDRAIN
NOT TO SCALE
ITEM
PERCENT BY WEIGHT
MATERIAL
SAND
85-881
CONSTRUCTION SAND
FINES
8-12%
SILT AND CLAY
ORGANIC MATTER
3-5%
PEAT MOSS
SODDED SIDE
SLOPES AND
BOTTOM
4" SCHEDULE 40 PVC, SDR-35, OR
SMOOTH WALL CORRUGATED PLASTIC
PIPE SLOPED AT 0.10%
CAPPED CLEAN OUT, TYP.
TOP 6" ABOVE GROUND ELEV.
INV. = 239.90
I 1
BIORETENTION SOIL
MIXTURE PER
SPECIFICATION
I
. - ._Zdn_
CS-10 (SEE DETAIL
THIS SHEET)
L STANDARD PVC WYE FITTINGS
SOLVENT WELDED CONNECTION
SECTION B'-B': UNDERDRAIN
NOT TO SCALE
11310-RETENTION CELL #1
THICK
)NCRETE
\LLS
;ATE
RCP OUTLET
00.507
INV=236.33
SECTION A -A
(2) 4" DIA. PVC
UNDERDRAIN PIPES
ELEV.=236.90
W�r
-adi
CLASS "C" GEOTEXTILE
FABRIC ALONG SIDE OF
BIORETENTION ALONG
COMPACTED SUBGRADE
CLASS "C" GEOTEXTILE
FABRIC AROUND WASHED
STONE
#57 STONE (WASHED)
4" SCHEDULE 40 PVC, SDR-35,
OR SMOOTH WALL CORRUGATED
PLASTIC PIPE SLOPED AT 0.10%
MIN. WITH 3/8" PERFERATIONS
6" ON CENTER (4 HOLES PER
ROW)
NOTES:
PONDING DEPTH: 12"
UNDERDRAIN TO BE 3/8" PERE 0 6" O.C., 4 HOLES PER
ROW, SLOPED AT 0.10% MINIMUM; GRAVEL NOT NECESSARY
UNDER PIPES.
UNDERDRAIN PIPES AND CLEANOUTS SHOULD BE LOCATED IN
THE QUANTITY AND ELEVATION FOUND ON THE GRADING AND
DRAINAGE PLAN.
SANDY LOAM/LOAMY SAND; FINES SHOULD BE LIMITED TO TWENTY
PERCENT OR LESS PASSING THROUGH A #200 SIEVE. MINIMUM
INFILTRATION RATE = 2"/HR
N
SOIL, NO COMPACTION
100—YR WSEL=240.52
2 —YR WSEL=240.46 TOP OF RISER
in_va wcr•I —o)dn An ELEV.=240.40
15" RCP OUTLET
0 0.50%
INV=236.33
A
1310-RETENTION CELL #1 CONTROL STRUCTURE CS-10
NOT TO SCALE
15" RCP
TE
\_(2) 4" DIA. PVC
UNDERDRAIN PIPES
ELEV.=236.90
SECTION B-B
EXTEND TO EXISTING
STORM STRUCTURE
Total Bioretention Storage Volume (Water Quality):
GRAPHIC SCALE IN FEET
0 10 20 40
Elevation
Contour Area
Incremental Volume
Accumulated
Volume
Stage, Z
sq ft
cu ft
cu It
It
239.40
2,191
0
0
0.00
240.40
2,828
2,510
2,510
1.00
240.90
3,168
1,499
4,009
1.50
Bioretention Soil Mixture (BSM): shall be placed and graded using low ground —contact pressure equipment or by excavators
and/or backhoes operating on the ground adjacent to the bioretention facility. No heavy equipment shall be used within the
perimeter of the bioretention facility before, during, or after the placement of the BSM. The BSM shall be placed in horizontal
layers not to exceed 12 inches for the entire area of the bioretention facility. The BSM shall be compacted by saturating the
entire area of the bioretention facility after each lift of BSM is placed until water flows from the underdrain. Water for
saturation shall be applied by spraying or sprinkling. An appropriate sediment control device shall be used to treat any
sediment —laden water discharged from the underdrain. If the BSM becomes contaminated during the construction of the facility,
the contaminated material shall be removed and replaced with uncontaminated material at no additional cost to the Owner.
Final grading of the BSM shall be performed after a 24—hour settling period. Final elevations shall be within 2 inches of
elevations shown on the Contract Plans.
The Bioretention Soil Mixture (BSM) shall be a uniform mix, free of stones, stumps, roots or other similar objects larger than
two inches excluding mulch. No other materials or substances shall be mixed or dumped within the bioretention area that may
be harmful to plant growth, or prove a hindrance to the planting or maintenance operations.
Prior to placing the underdrain and the BSM, the bottom of the excavation shall be roto—tilled to D minimum depth of 6 inches
to alleviate any compaction of the facility bottom. Any substitute method for roto—tilling must be cpproved by the Engineer prior
to use. Any ponded water shall be removed from the bottom of the facility and the soil shall be friable before roto—tilling.
Grass sod shall be used in bioretention area.
Grassed sod must not be grown in soil with an impermeable (clay) layer.
BSM must have a P—index of 10 to 30.
BIORETENTION MAINTENANCE NOTES,
1. BIORETENTION AREA SHOULD DRAIN DOWN IN 12
HOURS AFTER A t" STORM. IF WATER PONDS
LONGER, MAINTENANCE IS REQUIRED.
2. REMOVE SEDIMENT FROM UPSTREAM DRAINAGE
AREAS SO BIORETENTION DOES NOT CLOG.
3.REMOVE TRASH REGULARLY.
Approved Stormwater Permit Documents
Construction in accordance with these documents is
required by the stormwater permit. North Carolina
rules require that the stormwater system designer
Inspect during construction; certify conformity with the
plans and specs; and certify compliance with the
stormwater rules. (15A NCAC 2H .1008 Ill)
Permitk574/619oB04 Oate 8.22 /Nf
by %22z. jP..,tLf NC Division of Water Quality
Sheet # G //. oG Revision Date.B/ .
KHA PROJECT
■ �anuuun
011737212 ��� ��, SHEET NUMBER
lmley)))Horn
FT. BRAGG, NORTH
n 5 REVISED PER 12" WATERMAIN LOCATION 8/18/14 DAW
DATE
5/14/ CARO L I NA
SCALE AS SHOWN - , = STORMWATER DETAILS
°o 02014 KIMLEY-HORN AND ASSOCIATES, INC. C 11 00
2 REVISED PER DPW COMMENTS - LEE WARD (6/12/14) 6/18/14 BJC 333 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601 DESIGNED BY PAB Q
D PREPARED FOR 'ro'Fiy�IN�FQ• O
PHONE: [phone] FAX: [phone] DRAWN BY DAW '%��
u 1 REVISED DRIVE—THRU WIDTHS PER OWNER REQUEST 6/4/14 DAW /;/// A ��WWW.KIMLEY-HORN.COM FIRST CITIZENS BANK ,114,
o No. REVISIONS DATE BY NC LICENSE #F-0102 CHECKED BY PAB

CONTACTS
OWNER, FIRST CITIZENS BANK
100 EAST TRYON ROAD
RALEIGH, NC 27603
PHONE: [phone]
FAX: [phone]
ATTN: ROB TESSAR
CIVIL ENGINEER KIMLEY-HORN AND ASSOCIATES, INC.
333 FAYETTEVILLE STREET
SUITE 600
RALEIGH, NC 27601
PHONE: [phone]
ATTN: PETER BISHOP, P.E.
ARCHITECT- WINSTEAD WILKINSON ARCHITECTS
600 WADE AVENUE
RALEIGH, NC 27605
PHONE: [phone]
FAX: [phone]
ATTN: CARL WINSTEAD, AIA
LANDSCAPE ARCHITECT-
KIMLEY-HORN AND ASSOCIATES, INC.
333 FAYETTEVILLE STREET
SUITE 600
RALEIGH, NC 27601
PHONE: [phone]
ATTN: BRANDON WHITE, RLA, ASLA
SITE LIGHTING CRENSHAW CONSULTING ENGINEERS
3516 BUSH STREET
RALEIGH, NC 27609
PHONE: [phone]
FAX: [phone]
ATTN: JIM CRENSHAW, P.E.
PERMIT DOCUMENT SUBMITTAL FOR
FT. BRAGG -FIRST CITIZENS BANK
2569 REILLY ROAD
FORT BRAGG, NC
PREPARED IN THE OFFICE OF:
K 01 m I %e rtyo) H o r n
© 2014 KIMLEY—HORN AND ASSOCIATES, INC.
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX. [phone]
NC LICENSE # F-0102
SHEET INDEX 1
Sheet Number
Sheet Title
CO.00
COVER SHEET
CO.10
GENERAL NOTES
CO.20
GENERAL NOTES
C1.00
EXISTING CONDITIONS AND DEMOLITION PLAN
C2.00
SITE PLAN
C3.00
UTILITY PLAN
C4.00
GRADING AND DRAINAGE PLAN
C5.00
EROSION CONTROL PLAN
C6.00
SITE DETAILS
C7.00
SITE DETAILS
C8.00
UTILITY DETAILS
C9.00
UTILITY DETAILS
C10.00
STORMWATER DETAILS
C11.00
STORMWATER DETAILS
C12.00
EROSION CONTROL DETAILS
C13.00
EROSION CONTROL DETAILS
L1.00
LANDSCAPE PLAN
L2.00
LANDSCAPE DETAILS
L3.00
LANDSCAPE SPECIFICATIONS
X1
PRE —DEVELOPMENT DRAINAGE AREA
X2
POST DEVELOPMENT DRAINAGE AREA
5
8/18/14
REVISED PER 12" WATERMAIN LOCATION
4
8/5/14
REVISED PER FT. BRAGG COMMENTS — RAY BARBEAU (8/5/2014)
3
7/7/14
REVISED PER FT. BRAGG COMMENTS — RAY BARBEAU (7/1/2014)
2
6/18/14
REVISED PER DPW COMMENTS — LEE WARD (6/12/14)
1
6/4/14
REVISED DRIVE—THRU WIDTHS PER OWNER REQUEST
NO.
DATE
DESCRIPTION
This document, together with the concepts and designs
presented herein, as an instrum nt of services is intended
only for the specific pi°oCW'e,'enfsiwas
prepared. Reuse of andre'q"oogeesmNeate�eomt.lh'li,�cdorament
without written outhoriz th nr on imi V ;thHeorn
and Associates, Inc. shaHatRan4MW it ` I '� �orr
and Associates, Inc. stommater rules. S1. NCAC2H.1008(j)
Permit#.'S20W 0 Obi Date �,ZZ-_y
by%�1�Q� NC Division of Water Quality
Sheet # A61 Revision Date • Z8 -
Copyright Kimley—Horn and Associates, Inc., 2014
DATE:
MAY 14, 2014
HWj
JOB NUMBER:
'010
BJC
BJC
BJC
DAW
BY
► 1,14-
011737212

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DRAINAGE:
STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: A MINIMUM GRADE OF 0.50% SHALL BE MAINTAINED
ON ALL PIPES, UNLESS OTHERWISE NOTED. ALL PIPE LENGTHS AND SLOPES ARE APPROXIMATE. PRECAST
STRUCTURES MAY BE USED AT CONTRACTORS OPTION.
TYPE is RCP, CLASS III PER ASIM C-76,07H FLEXIBLE PLASTIC BITUMEN GASKETS AT JOINTS.
TYPE 2: HIGH DENSITY POLYETHYLENE PIPE (HOPE) - AASHTO DESIGNATION M252 TYPE S. M294 TYPE S AND
MP7-97 TYPE S. SMOOTH INTERIOR/ANNULAR EXTERIOR. ONLY PERMITTED WHEN SPECIFICALLY INDICATED ON THE
CONSTRUCTION DRAWINGS. PIPE SHALL BE INSTALLED IN ACCORDANCE WITH PIPE MANUFACTURER'S INSTALLATION
GUIDELINES. PIPE JOINTS AND FITTINGS SHALL CONFORM TO AASHTO M252 AND M294.
ALL STORM DRAINAGE WITHIN THE PUBLIC ROADS SHALL BE CLASS III REINFORCED CONCRETE PIPE UNLESS SPECIFIED AS
CLASS IV.
ALL PIPES MALL BE LAID ON STRAIGHT ALIGNMENTS AND EVEN GRADES USING A PIPE LASER OR OTHER ACCURATE METHOD.
EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO
REMOVE ALL SILT AND DEBRIS.
UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER
APPLICABLE CRITERIA:
A. NO MORE THAN 500 LF OF TRENCH MAY BE OPENED AT ONE TIME.
B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.
C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING
DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE
PROPERTY.
D. MATERIAL USED FOR BACK -FILLING TRENCHED SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND
PROMOTE STABILIZATION.
E. DESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL REGULATIONS.
F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH.
IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS
RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS
OR BETTER.
ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT.
ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT.
CATCH BASINS, MANHOLES, FRAMES, GRATES, ETC. SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION OF THE NORTH
CAROINA DEPARTMENT OF TRANSPORTATION (NCDOT) STANDARD DETAILS AND SPECIFICATIONS.
ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH OATH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING &
COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED 'STORM SEWER'.
STRUCTURE TOP ELEVATIONS SHOWN HERE ARE APPROXIMATE. CONTRACTOR SHALL ADJUST AS NECESSARY.
RIM ELEVATIONS AS SHOWN ON THE CONSTRUCTION DRAWINGS ARE TO THE GUTTER FLOW LINE.
STORM SEWER OUTLETS ARE TO BE CUT OFF AND DIVERTED TO SEDIMENT BASINS UNTIL SITE IS STABILIZED. THEN FES AND
RIP -RAP APRON MAY BE INSTALLED.
ONUS WATER SERVICE NOTES:
1. ALL MATERIAL SHALL BE APPROVED BY ONUS.
2. SERVICE LATERAL SIZE 2" AND SMALLER SHALL BE CTS PE DR 9 OR PVC SDR 21 PIPE, UNLESS OTHERWISE SPECIFIED.
3. SERVICE LATER INSTALLATION SHALL BE APPROVED BY ONUS.
4. WATER SERVICE LOCK VALVE TO BE LOCATED 18" FROM SANITARY SEWER CLEAN OUT STACK WHEN INSTALLED IN SAME
DITCH.
5. WHEN INSTALLED IN A PAVED AREA, METER BOX TO BE SET 1/4" ABOVE FINISHED PAVEMENT GRADES AND PAVEMENT
FEATHERED TO TOP OF BOX TO PROVIDE DRAIN AWAY FROM BOX.
6. C.I. METER BOXES SHALL BE USED IN TRAFFIC AREAS (SEE STANDARD DETAIL).
7. PERIMETER SOLID CONCRETE BRICK BASE WITH NO GAPS, DO NOT LAY BRICK ON PIPE.
8. WHERE ASPHALT CURB OR STRIP PAVEMENT EXIST, THE LOCATION OF BOX SHALL BE AS DIRECTED BY ONUS
REPRESENTATIVE.
9. DISTANCE FROM TOP OF LOCK VALVE OPERATING STEM TO TOP OF BOX SHALL BE 8" MIN. TO 10" MAX.
10. NON-RESIDENTIAL METER BOX SHALL BE SET 5' BACK FROM BACK OF CURB TO CENTERLINE OF METER BOX
PERPENDICULAR TO THE CURBLINE.
11. COMMERCIAL METER BOX LOCATION SHALL BE AS APPROVED (PREFER NO METER BE INSTALLED LESS THAN 5' FROM BLDG.
TO EDGE OF BOX).
12. LATERAL SHALL BE CENTERED ON LOT UNLESS OTHERWISE NOTED.
13. LATERAL SHALL NOT BE BACK FILLED UNTIL INSPECTED BY ONUS.
14. WATER MAIN AND LATERAL SHALL PASS HYDROSTATIC, LEAKAGE, AND STERILIZATION TESTS (200 PSI).
15. SHOULD IT BE NECESSARY TO CRIMP THE WATER SERVICE LATERAL, A FULL CIRCLE REPAIR CLAMP SHALL BE PLACED ON
THE CRIMPED AREA.
ONUS SEWER LATERAL NOTES:
1. CONTRACTOR SHALL SUBMIT TAPPING SADDLE SHOP DRAWING, IF USED, TO ENGINEER FOR APPROVAL.
2. HOLE IN SANITARY SEWER MAIN MUST BE CUT OATH SHELL CUTTER. NO HAMMER TAPS ALLOWED.
3. LATERAL SHALL CONFORM TO ASTM SPECS. D-3034 SDR-26 UNLESS OTHERWISE INDICATED AS DUCTILE IRON.
4. ALL PIPE AND FITTINGS SHALL BE 4' OR 6" UNLESS OTHERWISE SPECIFIED.
5. ALL D.I. PIPE SHALL HAVE AN INTERIOR LINING OF CERAMIC EPDXY OR FUSED CALCIUM ALUMINATE CEMENT WITH FUSED
CALCIUM ALLUMINATE AGGREGATES. THE ENTIRE D.I. LATERAL SHALL BE COMPRISED OF D.I. PIPE AND MECHANICAL JOINT
FITTINGS.
6. ALL CONNECTIONS SHALL HAVE RUBBER GASKET SEALS INSTALLED.
7. SANITARY SEWER SERVICE C/O STACK SHALL BE LOCATED 18" FROM WATER SERVICE LOCK VALVE WHEN IN SAME DITCH.
8. THE CONTRACTOR MAY USE A TAPPING SADDLE WITH STRAPS & ALIGNMENT FLANGE FOR CONNECTION TO PIPE. TAPPING
SADDLES WITHOUT AN ALIGNMENT FLANGE VALE NOT BE ACCEPTABLE.
9. THE CONTRACTOR SHALL USE SDR 26 P.V.C. TEE FOR CONNECTION TO SDR 26 P.V.C. PIPE OR DI TEE FOR CONNECTION TO
DUCTILE IRON PIPE. PVC TEE SHALL BE ONE PIECE MOLDED OR FABRICATED. TEE WYES AND TWO PIECE TEES ARE NOT
ACCEPTABLE.
10. TAPPING PROCESS SHOWN SHALL BE USED FOR ALL SANITARY SEWER MAINS
11. SLOPE AND DEPTH OF THE SERVICE LATERAL SHALL BE DETERMINED BY THE TOPOGRAPHY OF THE LOT AS APPROVED BY
THE ONUS ENGINEER OR AS INDICATED ON THE DRAWINGS.
12. LATERAL SHALL CONFORM TO THE 1/8" PER FOOT MINIMUM SLOPE. MAXIMUM CLEAN OUT SPACING FOR 4" PIPE 7V. 6"
PIPE 100'
13. SEE INTERIOR DROP STRUCTURE OR SLIDE, MORTAR SLIDE & SHELF DETAIL FOR VERTICAL DROPS OF MAINS AND LATERALS.
14. LATERALS GREATER THAN 20' DEPTH SHALL UTILIZE DUCTILE IRON PIPE AND FITTINGS WITH CERAMIC EPDXY OR FUSED
CALCIUM ALUMINATE CEMENT WITH FUSED CALCIUM ALUMINATE AGGREGATES
15. ENTIRE SEWER LATERAL ASSEMBLY SHALL BE AIR TESTED CONCURRENTLY WITH SEWER MAIN.
16. INDIVIDUAL LATERALS SHALL BE CLEANED AND FLUSHED PRIOR TO FLUSHING SANITARY SEWER MAINS.
17. LATERAL SHALL NOT BE BACK -FILLED UNTIL INSPECTED BY THE ONUS CONSTRUCTION COORDINATOR/ONUS INSPECTOR.
18. WYE CONNECTIONS SHALL NOT BE USED TO TIE LATERALS INTO A MANHOLE, UNLESS OTHERWISE APPROVED BY ONUS.
19. IF BENDS ARE APPROVED BY THE ENGINEER, NO BENDS GREATER THAN 45' ARE ALLOWED UNLESS APPROVED BY THE
ENGINEER. STONE BEDDING IS REQUIRED TO BE INSTALLED FROM UNDISTURBED SOIL TO BOTTOM OF BEND.
20. PVC COMBINATION SHALL BE 2 PIECE TEE-WYE. GASKETED, SDR26, AS MANUFACTURED BY HARCO, GPK OR APPROVED
EQUAL
UTILITY NOTES:
CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH FORT BRAGG PWBC, ONUS, AND NCDENR STANDARDS AND
SPECIFICATIONS. ALL SEWER LATERALS SHALL BE PVC (SDR 26). ALL SEWER MAINS SHALL BE PVC (SDR 26). UNLESS
OTHERWISE NOTED. WATER MAINS LARGER THAN 2" MALL BE CONSTRUCTED OF PVC 1120 (AWWA C-900) OR DUCTILE IRON
PIPE. WATER MAINS 2" AND SMALLER SHALL BE POLYETHYLENE TUBING (SDR-9, AWWA C-901), PVC (C-900, SDR 14,
PRESSURE CLASS 200) GALVANIZED STEEL PIPE (SCHEDULE 80) OR COPPER TUBING (TYPE K. ASTM B-88).
LOCAT10N OF SEWER AND WATER SERVICES TO BUILDING IS SCHEMATIC. REFER TO ARCHITECTURAL PLANS FOR EXACT
PLACEMENT OF SERVICES. SITE CONTRACTOR IS TO COORDINATE FINAL LOCATION AND ELEVATION OF UTILITY SERVICES WITH
THE BUILDING CONTRACTOR.
DUCTILE IRON PIPE IS REQUIRED FOR WATER MAINS IF A 12" MINIMUM CLEARANCE IS NOT MET BETWEEN WATER MAIN AND GAS
MAINS, TELEPHONE DUCT BANKS, OR UNDERGROUND CABLES.
THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A WATER SERVICE LINE TO EACH UNIT. WATER SERVICE UNE SIZE AND
ENTRY POINT IS AS SPECIFIED ON THE PLUMBING DRAWINGS (MINIMUM 1 INCH DIAMETER).
CONNECTION POINTS FOR WATER SERVICE LINES ALONG THE MAIN SHALL BE FIELD LOCATED BY THE CONTRACTOR AND
APPROVED BY PICERNE CONSTRUCTION. WATER SERVICE LINES SHALL EXTEND TO WITHIN 5 FEET OF EACH UNIT AND SHALL
BE CAPPED AND STAKED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.
WATER SERVICES SHALL ORDINARILY BE PLACED NO LESS THAN FIVE FEET HORIZONTALLY FROM SEWER SERVICES AND A
MINIMUM OF 18 INCHES CLEAR ABOVE THE SEWER SERVICE. IF DUCTILE IRON OR PVC RUBBER GASKETED JOINT PIPE IS USED
FOR THE SEWER SERVICE, THE WATER SERVICE MAY BE PLACED NOT LESS THAN 1.5 FEET CLEAR HORIZONTALLY AND ONE
FOOT CLEAR ABOVE THE SEWER SERVICE.
FLUSHING AND PRESSURE TESTING OF ALL NEW MAINS IN ACCORDANCE WITH AWWA STANDARD C600 IS REQUIRED.
DISINFECTION AND BACTERIA SAMPLING OF ALL NEW WATER MAINS IN ACCORDANCE WITH AWWA STANDARD C651 IS REQUIRED.
NEW MAINS SHALL NOT BE PLACED IN SERVICE UNTIL WRITTEN ACCEPTANCE FROM NCDENR IS RECEIVED BY ONUS.
PRESSURE REDUCING VALVES WILL BE REWIRED ON THE DOMESTIC WATER MAINS IF THE STATIC PRESSURE AT THE BUILDING
EXCEEDS 8OPS.
SANITARY SEWER SLOPES SHOWN WITHIN THESE PLANS ARE FOR CONTRACTOR REFERENCE ONLY. THE CONTRACTOR IS
RESPONSIBLE FOR CONSTRUCTING THE SEWER TO THE INVERTS SHOWN ON THIS PLAN. THE MINIMUM SLOPE FOR AN 8"
SANITARY SEWER IS 0.40X
THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A SANITARY SEWER SERVICE LINE TO EACH UNIT. SANITARY SEWER
SERVICE LINE SIZE AND ENTRY POINT IS AS SPECIFIED ON THE PLUMBING DRAWINGS (MINIMUM 4 INCH DIAMETER).
CLEANOUTS SHALL BE PROVIDED FOR ALL BUILDING SERVICE CONNECTIONS AT THE BUILDING IN AN ACCESSIBLE LOCATION.
CLEANOUTS SHALL NOT BE LOCATED IN DRIVEWAYS, SIDEWALKS OR WALKWAYS. A CLEANOUT SHALL BE PLACED AT EACH
HORIZONTAL OR VERTICAL DEFLECTION. CLEANOUTS FOR SERVICE CONNECTIONS SHALL BE A MINIMUM OF 4FT BELOW FLOOR
FFE.
SANITARY SEWER SERVICE LINES SHALL EXTEND TO CLEAN OUT FOR EACH UNIT AND SHALL BE CAPPED AND STAKED IN
ACCORDANCE WITH THE PROJECT SPECIFICATIONS.
THE TOP ELEVATION OF ALL MANHOLES IN PAVED AREAS SHALL MATCH FINISH GRADE. THE TOP ELEVATION OF ALL
MANHOLES IN GRASSED AREAS SHALL BE MINIMUM 1-FOOT ABOVE ALL FINISH GRADE UNLESS DIRECTED OTHERWISE BY OWNER.
THE SITE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL UNDERGROUND UTLITES WITH SITE WORK SUCH THAT
UNDERGROUND UTILITIES ARE IN PLACE PRIOR TO PLACEMENT OF GRAVEL BASE COURSE MATERIAL
COORDINATE WITH PICERNE FOR LOCATIONS OF ELECTRIC AND GAS SERVICE CONNECTIONS.
UGE/T/C/G CORRIDOR LOCATIONS ARE APPROXIMATE. COORDINATE WITH UTILITY PROVIDER AND OWNER PRIOR TO UTILITY
INSTALLATION.
CONTRACTOR SHALL VERIFY THE LOCATION AND THE SIZE OF ANY DRAINAGE STRUCTURES PRIOR TO CONSTRUCTION.
ALL DUCTILE IRON PIPE AND FITTINGS MEET THE FOLLOWING STANDARDS:
1. MANUFACTURED IN STRICT ACCORDANCE WITH ANSI A21.51 AND AWWA C151
2. CLASS 50 OR CLASS 51. AS APPLICABLE
3. THE WORKING PRESSURE SHALL BE A MINIMUM OF 200 PSI
4. PUPE SHALL BE FURNISHED IN 18' OR 20' LENGTHS
5. DUCTILE IRON PIPE DESIGNATED AS 'PRESSURE CLASS' SHALL BE SUBJECT TO THE ENGINEER'S APPROVAL
6. ALL PIPE JOINTS USED IN OPEN TRENCH CONSTRUCTION SHALL BE FURNISHED WITH "PUSH -ON" JOINTS. UNLESS
OTHERWISE INDICATED ON THE DRAWINGS OR SPECIFIED
7. ALL JOINTS AND FITTINGS SHALL BE IN ACCORDANCE WITH ANSI A21.11 AND AWWA C111
B. ALL DUCTILE IRON INTERIOR SURFACES SHALL BE LINED WITH TWO COATS OF CERAMIC EPDXY TO PRODUCE A TOTAL
MINIMUM DRY FILM THICKNESS OF 40 MILS
9. THE EXTERIOR PIPE SURFACES SHALL BE PROTECTED WITH ASPHALTIC COATING AS SPECIFIED IN AWWA C151 AND 1C110
CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES ARE
LOCATED PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CALL 811 AND PWBC 48 HOURS PRIOR TO THE COMMENCEMENT
OF WORK FOR UTILITY LOCATING SERVICES.
THE CONTRACTOR SHALL PROVIDE A SURVEY AS -BUILT RECORD DRAWING OF THE SANITARY SEWER SYSTEM AND THE WATER
DISTRIBUTION SYSTEM IN ACCORDANCE WITH FORT BRAGG PWBC, ONUS, AND NCDENR REQUIREMENTS.
IN AREAS WHERE UTILITY LINES OR SERVICES CROSS UNDER THE CURB THE CONTRACTOR SHALL CUT/STAMP INTO THE CURB
THE FOLLOWING LETTERS TO RECORD THE LOCATION OF THE UTILITY CROSSING:
W - WATER DISTRIBUTION
V - WATER DISTRIBUTION VALVE
S - SANITARY SEWER
X - UTILITY CROSSING
ONUS FIRE HYDRANT NOTES:
1. PROPOSED FIRE HYDRANTS SHALL BE INSTALLED IN ADVANCE OF SEWER MAIN CONSTRUCTION. THE CONTRACTOR SHALL
SEQUENCE THE HYDRANT INSTALLATION TO PROVIDE AND/OR SUPPLEMENT WATER MAIN FLUSHING IF BREAKS OCCUR.
2. FIRE HYDRANT CONNECTIONS TO EXISTING WATER MAINS SHALL BE MADE USING A TAPPING SLEEVE AND VALVE BY WET
TAP CONNECTION. THE TAPPING SLEEVE AND VALVE SHALL BE PRESSURE TESTED PRIOR TO AND AFTER THE
COMPLETION OF THE TAP IN THE PRESENCE OF THE ENGINEER OR ONUS CONSTRUCTION COORDINATOR. TAPPING SLEEVE
SHALL BE FILLED WITH WATER PRIOR TO PRESSURIZATION FOR SAFETY PURPOSES.
3. THE CONTRACTOR SHALL HAVE THE EXISTING UTILITIES LOCATED IN THE VICINITY OF THE PROPOSED FIRE HYDRANT
PRIOR TO REQUESTING CONSTRUCTION STAKES. THE PROPOSED LOCATION MAY BE SHIFTED OR RELOCATED BY THE
ENGINEER IF CONFLICTS EXIST (I.E. GAS SERVICES, UGE TELEPHONE, ETC.).
4. THE CONTRACTOR SHALL VERIFY (BY DIGGING), IN ADVANCE OF INSTALLATION AND MATERIAL PROCUREMENT, THE
EXISTNG WATER MAIN MATERIAL, SIZE, CLASS, DEPTH, AND LOCATION FOR EACH INDIVIDUAL FIRE HYDRANT LOCATION
IN ORDER TO SUPPLY PROPER SLEEVE TYPES, BARREL LENGTHS, AND OTHER REQUIRED MATERIALS TO ACCOMMODATE
EXISTING MATERIALS ENCOUNTERED AND SITE CONDITIONS.
5. THE CONTRACTOR WALL BE REWIRED TO SUPPLY VARIOUS LENGTHS OF BARRELS AND HYDRANT EXTENSIONS TO ADJUST
FOR WATER MAIN DEPTHS IN RELATION TO TOP OF EXISTING CURB GRADE, TOP OF PAVEMENT, EXISTING DITCH GRADE,
AND/OR RIGHT-OF-WAY GROUND ELEVATIONS AS NECESSARY. ADDITIONAL FITTINGS AND/OR HYDRANT EXTENSIONS OR
OFFSET CONNECTORS MAY BE REQUIRED TO MAINTAIN PROPER COVER. (NO SEPARATE PAY).
6. FIRE HYDRANT SHALL BE INSTALLED IN ACCORDANCE WITH THE FIRE HYDRANT AND VALVE INSTALLATION DETAIL
7. THE CONTRACTOR SHALL SUBSTITUTE VARIOUS BARREL DEPTHS WITHIN THE PROJECT (I.E. FIRE HYDRANT NO. 1
INDICATES A 5'-0" DEPTH OF BURY, ACTUAL CONDITIONS CALL FOR A 6'-0" DEPTH OF BURY, FIRE HYDRANT NO. 2
INDICATES A 6' DEPTH OF BURY ACTUAL CONDITIONS REWIRE A 5' DEPTH OF BURY, THEN A SUBSTITUTION WALL BE
REQUIRED). ALL EXTENSIONS SHALL BE APPROVED BY THE ONUS CONSTRUCTON COORDINATOR. PRIOR TO INSTALLATON
AND ONLY AFTER ALL EFFORTS OF SUBSTITUTION ARE EXHAUSTED.
B. WHERE INDICATED TO TIE EXISTING FIRE HYDRANT TO NEW MAIN, CONTRACTOR SHALL PROVIDE ALL LABOR, TOOLS,
EQUIPMENT, MATERIALS, ETC. NECESSARY TO PROVIDE A COMPLETE INSTALLATION. FIRE HYDRANT SHALL BE
TRANSFERRED TO NEW MAIN BRANCH LINE AFTER MAIN IS ACCEPTED. HYDRANTS SHALL NOT BE OUT OF SERVICE FOR
GREATER THAN 24 HOURS. CONTRACTOR SHALL NOTIFY FORT BRAGG FIRE DEPARTMENT OF OUT OF SERVICE FIRE
HYDRANTS PRIOR TO CONSTRUCTION.
9. SOD OR SEEDING SHALL BE REPLACED WHERE APPLICABLE. DAMAGE TO LANDSCAPING, FENCES, ETC. SHALL BE
REPAIRED OR REPLACED TO THE PROPERTY OWNER'S SATISFACTION, TO INCLUDE WITHIN RIGHT-OF-WAY. (NO SEPARATE
PAYMENT).
10. THE UNIT PRICE BID SHALL INCLUDE ALL LABOR, MATERIALS, EQUIPMENT, TESTING, FIELD INVESTIGATION, UTILITY
LOCATIONS, AND ANY AND ALL OTHER INCIDENTALS REQUIRED FOR PROPER FIRE HYDRANT INSTALLATION INCLUDING
BUT NOT LIMITED TO FIRE HYDRANT MATERIALS AND LABOR, VARIOUS BARREL DEPTHS, EXTENSIONS. OFFSET
CONNECTORS, TAPPING SLEEVE, TESTING, TAPPING VALVE, TAPPING OF EXISTING MAIN, FITTINGS, TRAFFIC CONTROL AND
SIGNAGE, SOD, SEEDING, PAVEMENT REPAIR, REMOVING AND REPLACING PAVEMENT, PAINTING IN ACCORDANCE WITH
ONUS STANDARDS, REMOVING AND REPLACING LANDSCAPING AND EXISTNG FEATURES, ADJUSTMENTS REWIRED DUE TO
EXISTING UTILITY CONFLICTS, EROSION AND SEDIMENT CONTROL MEASURES, REPAIRING AND/OR REPLACING ALL DAMAGES,
FIELD INVESTIGATIONS AND ALL ELSE REQUIRED FOR COMPLETE INSTALLATION.
11. CONTRACTOR SHALL INSTALL CAPIVATOR LOCKING NOZZEL AND STEAMER CAPS ON ALL NEW INSTALLATIONS AND NOTIFY
ONUS OF THE NEW FIRE HYDRANT LOCATION.
12. HYDRANTS SHALL BE PAINTED CHROME YELLOW IN COLOR NTH MATCHING CHROME YELLOW CAPTIVATOR CAPS.
n
n
n51 K'mlevio)iHorn
N
0 © 2014 KIMLEY-HORN AND ASSOCIATES, INC.
333 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601
PHONE: [phone] FAX: [phone]
INo. REVISIONS DATE BY WWW.KIMLEY-HORN.COM NC LICENSE #F-0102
i
KHA PROJECT
011737212
DATE
5/14/14
SCALE AS SHOWN
DESIGNED BY PAB
DRAWN BY DAW
CHECKED BY PAB
ONUS WATER AND SEWER NOTES:
1. ALL MATERIALS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH ONUS STANDARDS, DETAILS, & SPECIFICATIONS.
2. UTILITY SEPARATION REQUIREMENTS:
A. WHEN INSTALLING WATER AND/OR SEWER MAINS, THE HORIZONTAL SEPARATION BETWEEN UTILITIES SHALL BE 10'. IF
THIS SEPARATION CANNOT BE MAINTAINED DUE TO EXISTING CONDITIONS, THE WATER MAIN SHALL BE IN A SEPARATE
TRENCH WITH THE ELEVATION OF THE WATER MAIN AT LEAST 18' ABOVE THE TOP OF THE SEWER. ALL DISTANCES ARE
MEASURED FROM OUTSIDE DIAMETER TO OUTSIDE DIAMETER.
B. WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANY TIME A SANITARY SEWER CROSSES OVER A WATER
MAIN, DIP MATERIALS OR STEEL ENCASEMENT EXTENDED 10' ON EACH SIDE OF CROSSING MUST BE SPECIFIED AND
INSTALLED TO WATERLINE SPECIFICATIONS.
C. MAINTAIN 18' MIN. VERTICAL SEPARATION AT ALL WATER MAIN AND STORM DRAIN CROSSINGS, WHERE ADEQUATE
SEPARATION CANNOT BE ACHIEVED, SPECIFY DIP MATERIALS AND A STONE CRADLE.
D. ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER AND SEWER FACILITIES WITH 18" MIN. VERTICAL SEPARATION.
3. ANY NECESSARY FIELD REVISIONS SHALL BE REVIEWED AND APPROVED PRIOR TO CONSTRUCTION.
4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER AND SEWER SERVICE TO EXISTING RESIDENCES & BUSINESSES THROUGHOUT
CONSTRUCTION OF PROJECT. ANY NECESSARY SERVICE INTERRUPTIONS SHALL BE PRECEDED BY A 2-WEEK ADVANCE NOTICE.
5. 3.0' MINIMUM COVER ISREQUIREDABOVE ALL WATER MAINS AND SEWER FORCE MAINS IF THIS COVER CANNOT BE MET THEN
THE SANITARY SEWER LINE SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE. IN TRAFFIC AREAS THESE PIPES SHALL BE
DESIGNED FOR TRAFFIC LOADS.
6. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM NCDENR, USACE, FT. BRAGG, AND/OR
FEMA FOR ANY RIPARIAN BUFFER, WETLAND, AND/OR FLOODPLAIN IMPACTS (RESPECTIVELY) PRIOR TO CONSTRUCTION.
7. NCDOT ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK (INCLUDING MAIN EXTENTIONS AND/OR SERVICE
TAPS) WITHIN STATE RIGHT-OF-WAY PRIOR TO CONSTRUCTION.
8. REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLIES ARE REQUIRED ON ALL COMMERCIAL SERVICES AND FIRE SERVICES.
THE DEVISES SHALL MEET AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE) STANDARDS. THE ASSEMBLIES SHALL BE
INSTALLED AND TESTED (BOTH INITIAL AND PERIODIC TESTING THEREAFTER) IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS OR THE LOCAL CROSS -CONNECTION CONTROL PROGRAM, WHICHEVER IS MORE STRINGENT.
9. CONTRACTOR SHALL REPAIR ALL WATER LATERALS, AND MAINS DAMAGED DURING CONSTRUCTION (NO SEPARATE PAYMENT).
THE CONTRACTOR SHALL REPORT IMMEDIATELY ALL WATER MAIN AND LATERAL BREAKS TO DPW SERVICE DESK AT (910)
396-0324 AND TO ONUSS REPRESENTATIVE AND SHALL INITIATE IMMEDIATE REPAIRS TO ONUS STANDARDS. CONTRACTOR
SHALL NOT OPERATE ONUS WATER MAIN VALVES OR HYDRANTS WITHOUT ONUS APPROVAL AND SHALL COORDINATE ALL VALVE
CLOSINGS WITH ONUS. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE WATER SYSTEM IN THE AREA SO AS TO
LESSEN THE CHANCE OF SERVICE INTERRUPTION.
10. THE CONTRACTOR SHALL NOT USE HOUSE HOSE BIBS OR ANY OTHER METHOD OF BLOW OFF WHICH ALLOWS DOMESTIC WATER
CONTAINING SEDIMENTS OR HIGH LEVELS OF CHLORINE TO PASS THRU RESIDENTS' SERVICES. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL DAMAGES RESULTING FROM ALLOWING 'DIRTY WATER TO ENTER RESIDENT'S PLUMBING SYSTEM, SUCH
AS WATER HEATERS, STAINED CLOTHING, CLOGGED SCREENS, ETC.
11. WHERE PLANS INDICATE EXISTING WATER VALVE TOP/RIM AND INVERT, THE INVERT IS THE ELEVATION OF THE TOP OF THE
VALVE OPERATING NUT.
12. DUE TO THE QUESTIONABLE INTEGRITY OF THE EXISTING WATER SYSTEM AS RELATING TO NEW CONSTRUCTION, CONTRACTOR
SHALL INSTALL NEW WATER AND TRANSFER ALL SERVICES PRIOR TO BEGINNING SANITARY SEWER CONSTRUCTION. THIS MAY
BE ACCOMPLISHED STREET BY STREET TO ALLOW SIMULTANEOUS WATER AND SEWER CONSTRUCTION. WATER SHALL BE
INSTALLED UTILIZING AN ONUS APPROVED CUT -SHEET INDICATING WATER MAIN INSTALLATION DEPTH BELOW ENGINEER
SUPPLIED REFERENCE POINTS.
13. CLEANOUT ELEVATIONS AND/OR LOCATIONS MAY BE ADJUSTED IN THE FIELD AS DIRECTED BY THE ENGINEER WHEN
NECESSARY. CLEANOUT STACK TOP ELEVATION IS DETERMINED BY INTERPOLATING FIELD DATA AND MAY NOT BE EXACT.
CLEANOUT ELEVATION TOP SHALL BE SET IN ACCORDANCE WITH THE TYPICAL DETAIL FOR ONUS. (NO SEPARATE PAYMENT).
14. WHERE SANITARY SEWER MAINS ARE TO BE CONSTRUCTED WITHIN 20' OF EXISTING RESIDENCES, SPECIAL CONSIDERATION
SHALL BE GIVEN TO MINIMIZE UNDERMINING OR OTHERWISE DISTURBING EXISTING RESIDENCES ADJACENT TO THE SEWER MAIN.
THE CONTRACTOR SHALL USE A RUBBER TIRED BACK HOE AND NO MECHANICAL COMPACTION EQUIPMENT IN THESE AREAS.
THE TRENCH SHALL BE SHORED ADEQUATELY TO PREVENT ANY IMPACT FROM THE SIDE SLOPES. SUITABLE BACK FILL SHALL
BE PLACED IN THE TRENCH. CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT AND FOLLOW RECOMMENDATONS.
CONSTRUCTION METHODS AND MEASURES SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT AND
RECOMMENDATIONS. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR REPAIR OF STRUCTURES, FOUNDATIONS, FOOTINGS, ETC.
DAMAGED DUE TO CONSTRUCTION.
15. CONTRACTOR SHALL COORDINATE WITH ONUS ANY SCHEDULED CONSTRUCTION OR DISTURBANCES WHICH WOULD IMPACT
EXISTING STRUCTURES OR FUNCTIONAL USE OF UTILITY SEWERS TO THOSE STRUCTURES.
16. MANHOLE COVERS ALONG STREETS AND HEAVILY TRAVELED AREAS SHALL BE VENTED AND UNLOCKED. MANHOLE COVERS ON
OUTFALLS AND IN NON -TRAVEL AREAS SHALL BE VENTED AND BOLTED CLOSED. VENT PIPES SHALL BE INSTALLED ON
OUTFALLS WHERE NON -VENTED MANHOLE COVERS ARE USED.
17. DUE TO THE QUESTIONABLE INTEGRITY OF THE EXISTING WATER SYSTEM AS RELATING TO NEW CONSTRUCTION, CONTRACTOR
SHALL INSTALL NEW WATER AND TRANSFER ALL SERVICES PRIOR TO BEGINNING SANITARY SEWER CONSTRUCTION. THIS MAY
BE ACCOMPLISHED STREET BY STREET TO ALLOW SIMULTANEOUS WATER AND SEWER CONSTRUCTION. WATER SHALL BE
INSTALLED UTILIZING A ONUS APPROVED CUT -SHEET INDICATING WATER MAIN INSTALLATION DEPTH BELOW ENGINEER SUPPLIED
REFERENCE POINTS.
18. TRANSFER OF WATER SERVICES SHALL BE ACCOMPLISHED AS FOLLOWS:
A. INSTALL, TEST AND STERILIZE NEW MAIN AND LATERALS. LATERALS SHALL BE INSTALLED ADJACENT TO EXISTING SERVICE
(EXISTING SERVICE IS ACTIVE).
B. TRANSFER EXISTING METER TO NEW METER BOX AND TIE NEW WATER LATERAL TO EXISTING DOMESTIC SERVICE.
BLOW -OFF SERVICE AT HOSE BIB ON HOUSE ONLY IF EXISTING METER HAS NO LOCK VALVE OR IS INOPERABLE. WHEN
MAIN IS NOT TO BE ABANDONED, CONTRACTOR SHALL UNCOVER OLD CORPORATION AT MAIN AND CLOSE CORPORATION
TO ABANDON OLD SERVICE. (NO SEPARATE PAYMENT).
C. AFTER ALL SERVICES ARE TRANSFERRED TO THE NEW SYSTEM IN A STREET OR VALVE TO VALVE, CUT OFF VALVE ON
EXISTING SYSTEM AND ABANDON EXISTING MAINS AS INDICATED IN THE PLANS.
D. CONTRACTOR SHALL SUPPLY NEW METER BOXES AND DISPOSE OF UNSUITABLE EXISTING METER BOXES. SALVAGEABLE
METER BOXES SHALL BE DELIVERED TO ONUS.
E. CONTRACTOR SHALL CHANGE OVER OLD METER TO NEW SERVICES OR INSTALL NEW METER APPROVED BY ONUS. METER
NUMBER SHALL BE INSTALLED ON SAME ADDRESS AND/OR CUSTOMER. PROVIDE METER NUMBER AND ADDRESS TO ONUS.
ONUS BACKFLOW PREVENTION NOTES:
1. THE BACKFLOW PREVENTER SHALL BE INSTALLED 5' FROM THE WATER METER. THE BACKFLOW PREVENTER SHALL NOT BE INSTALLED
CLOSER THAN 5' FROM ANY BUILDING FOUNDATON.
2. REDUCED PRESSURE PRINCIPLE ASSEMBLIES MUST BE INSTALLED IN A HORIZONTAL POSITION AND IN A LOCATON IN WHICH NO PORTION
OF THE ASSEMBLY CAN BECOME SUBMERGED UNDER ANY CIRCUMSTANCES.
3. REDUCED PRESSURE PRINCIPLE AND DOUBLE CHECK VALVE BACKFLOW PREVENTERS MUST BE INSTALLED ABOVE GROUND.
4. BACKFLOW PREVENTION ASSEMBLIES OUTSIDE AND ABOVE GROUND MUST BE PROTECTED FROM FREEZING WITH AN APPROVED FIBERGLASS
OR ALUMINUM ENCLOSURE THAT RESTS UPON A MINIMUM 4 INCH CONCRETE PAD. THE BACKFLOW PREVENTION ASSEMBLY MUST BE
INSTALLED BETWEEN MINIMUM AND MAXIMUM DISTANCES ABOVE THE CONCRETE PAD OF 12 INCHES AND 36 INCHES RESPECTIVELY WITH A
MINIMUM CLEARANCE OF 24 INCHES ON 4 SIDES. LANDSCAPING IS ALLOWED AROUND THE BACKFLOW PREVENTOR BUT MUST NOT
INTERFERE WITH THE REQUIRED ANNUAL TESTING, AND/OR REPAIR OF THE BACKFLOW PREVENTION ASSEMBLY. ROOT STRUCTURES OF
PLANTINGS MUST BE GREATER THAN 18 INCHES BELOW THE SURFACE.
5. BACKFLOW PREVENTION ASSEMBLIES 2.5" AND LARGER MUST BE SUPPORTED TO ALLOW FOR THE WEIGHT OF THE BACKFLOW PREVENTION
ASSEMBLY. SUPPORT AND FOOTING CONSTRUCTION MUST BE OF TYPE AND MATERIAL SUFFICIENT TO SUPPORT THE ASSEMBLY.
SUPPORTS MUST HAVE A PROPER FOOTING (4 INCHES OF CONCRETE) FOR SUPPORTS TO REST UPON. BACKFLOW PREVENTION ASSEMBLY
SUPPORTS MUST NOT INTERFERE WITH THE OPERATION OF VALVES, TEST COCKS, TESTING, AND/OR REPAIR OF THE BACKFLOW
PREVENTION ASSEMBLY.
6. ALL PIPING LARGER THAN 2.5" IN DIAMETER MUST BE OF DUCTILE IRON OR STEEL
7. BEFORE STARTING INSTALLATION OF A BACKFLOW PREVENTER, CONTACT OLD NORTH UTILITY SERVICES TO ENSURE THE PROPER
INSTALLATION OF THE BACKFLOW PREVENTION ASSEMBLY AND ENSURE THAT THE BACKFLOW PREVENTER MEETS THE CURRENT ONUS
APPROVAL UST, AS SPECIFIED.
8. ALL ASSEMBLIES FOR USE IN THE ONUS SYSTEM SHALL MEET MANUFACTURER QUALITY ASSURANCES, AS STATED IN THE SPECIFICATIONS.
TO BE AN APPROVED ASSEMBLY, THE BACKFLOW ASSEMBLY MUST BE SHIPPED FROM THE MANUFACTURER AS ONE UNIT.
9. BACKFLOW PREVENTION ASSEMBLIES TWO INCHES AND SMALLER SHALL HAVE 1/4 TURN, FULL PORT, RESILIENT SEATED. BRONZE BALL
VALVE SHUT-OFF.
10. ASSEMBLIES TWO AND ONE HALF INCH (2-1/2)INCHES AND LARGER SHALL HAVE RESILIENT WEDGE SHUT-OFF VALVES: THE BACKFLOW
PREVENTER AND RESILIENT WEDGE SHUT-OFF VALVES MUST BE FUSE BONDED EPDXY COATED.
11. HEATING EQUIPMENT SHALL BE FURNISHED AND DESIGNED BY THE MANUFACTURER OF THE ENCLOSURE, TO MAINTAIN AN INTERIOR
TEMPERATURE OF +40' F WITH AN EXTERIOR/OUTSIDE TEMPERATURE OF -307 AND A WIND VELOCITY OF 15 MPH. HEATING EQUIPMENT
SHALL BE U.L CERTIFIED.
12. ELECTRIC POWER SOURCE FOR HEAT AND ACCESSORIES SHALL BE GFI U.L APPROVED WITH MIN. 18" CLEARANCE TOP OF SLAB TO
RECEPTACLE.
13. TEST COCKS MUST BE RESILIENT SEATED, FULLY PORTED, OPERATING STEM MUST INDICATE IF TEST COCK IS OPEN/CLOSED, OPERATING
STEM ON A BALL VALVE TYPE OF TEST COCK MUST BE 'BLOWOUT PROOF' AND BODY MATERIALS MUST BE SPECIFIED AS BRONZE,
STAINLESS STEEL OR ENGINEERED PLASTIC.
14. ALL NEW INSTALLATIONS SHALL CONFORM TO THE ONUS STANDARDS AND SELECTION OF ASSEMBLY TYPE SHALL BE BASED UPON
DEGREE OF HAZARD AND TYPE OF FACILITY.
FT. BRAGG, NORTH
CAROLINA
PREPARED FOR
FIRST CITIZENS BANK
DEMOLITION NOTES:
THE CONTRACTOR SHALL COORDINATE ALL REMOVAL EFFORTS WITH THE OWNER. COORDINATION ITEMS ARE ANTICIPATED TO INCLUDE
SITE ACCESS, TRAFFIC CONTROL, MAINTENANCE OF ACCESS AND UTILITIES FOR
EXISTING BUILDINGS TO REMAIN, AND EROSION CONTROL
ALL DEMOLITION AND REMOVAL EFFORTS SHALL BE PERFORMED IN ACCORDANCE WITH THE DEMOLITION SPECIFICATIONS FOR THIS
PROJECT.
ALL FEATURES MARKED TO BE ABANDONED IN PLACE SHALL REMAIN IN EXISTING CONDITION UNLESS REMOVED THROUGH EFFORTS
FOR OTHER FEATURES.
SPECIAL CARE SHALL BE TAKEN TO PROTECT AND MAINTAIN ALL EXISTING FEATURES NOT MARKED FOR REMOVAL IN THE EVENT OF
ANY IMPACT TO SUCH FEATURES, THE CONTRACTOR SHALL PERFORM REPAIR AND/OR RESTORATION TO ORIGINAL CONDITION AS OF
START OF WORK.
WHERE PAVEMENT REMOVAL AREAS ABUT OTHER PAVEMENT AREAS TO REMAIN, THE EXISTING PAVEMENT SHALL BE SAW CUT TO
PROVIDE A BOUNDARY WHICH IS STRAIGHT AND CLEAN IN APPEARANCE.
ALL SANITARY SEWER MAIN FEATURES WILL GENERALLY BE PROTECTED IN PLACE UNLESS SPECIFICALLY MARKED FOR REMOVAL
THE CONTRACTOR SHALL PROPERLY AND LEGALLY DISPOSE OF ALL DEMOLITION DEBRIS OFF OF THE CONSTRUCTION SITE.
TREE PROTECTION NOTES:
THE CONTRACTOR SHALL PROTECT ALL TREES AND SHRUBS OUTSIDE OF CUT/FILL LINES, IN ADDITION TO THOSE THAT RECEIVE
TREE/SHRUB PROTECTION BARRIERS. THE CONTRACTOR IS ALSO REQUESTED TO SAVE ALL OTHER EXISTING TREES AND SHRUBS
WHERE POSSIBLE.
WHEN ROOT PRUNING IS NECESSARY, CUT ROOTS CLEANLY USING A DISC TRENCHER AND IMMEDIATELY COVER ALL ROOT CUT
SURFACES LARGER THAN TWO INCHES IN DIAMETER WITH TREE WOUND DRESSING. USE PLYWOOD FORMS WHEN TREE ROOTS ARE
ADJACENT TO PROPOSED CURB & GUTTER OR SIDEWALK.
NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS, TRENCHING OR OTHER LAND DISTURBING
ACTIVITY ALLOWED IN THE TREE PROTECTION ZONE. TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION, GRADING OR
CONSTRUCTION BEGINS, AND NOT REMOVED UNTIL FINAL INSPECTION.
NO GRUBBING WITHIN TREE PROTECTION ZONE. LEAVE SOIL AND LEAF UTTER UNDISTURBED. SUPPLEMENT WITH 1-2 INCHES OF
MULCH. RE -SEED WITH GRASS ONLY IN DISTURBED/GRADED AREAS.
TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION, CLEARING, GRADING OR CONSTRUCTION BEGINS AND IS NOT TO BE
REMOVED UNTIL AFTER CONSTRUCTION.
TREE PROTECTION FENCE IS TO BE LOCATED 1 FOOT PER TREE DIAMETER INCH AWAY FROM THE TREE.
SEEDBED PREPARATION:
GRADED SLOPES AND FILL - THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE WHICH CAN BE
RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT
EXPOSED SHALL, WITHIN 21 WORKING DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH
GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
GROUND COVER - WHENEVER LAND DISTURBING ACTIVITY IS UNDERTAKEN, A GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST
BE PLANTED OR OTHERWISE PROVIDED WITHIN 21 CALENDER DAYS OF COMPLETION OF ANY PHASE OF GRADING.
SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO THE PLANS.
AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL 4" DEEP. TOTAL SEEDBED PREPARED DEPTH SHALL
BE 4" TO 8" DEEP.
LOOSE ROCKS, ROOTS, AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFACE SO THAT THEY WILL NOT INTERFERE MATH
ESTABLISHMENT AND MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION, AT FINISH GRADES SHOWN, SHALL
BE REASONABLY SMOOTH AND UNIFORM.
IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME SHALL BE ACCORDING TO SEEDING SPECIFICATIONS.
IF SOIL TEST IS TAKEN, PROVIDE UME AND FERTILIZER ACCORDING TO THE SOIL TEST REPORT.
UME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL DURING SEEDBED PREPARATION.
FT. BRAGG SEEDING SPECIFICATIONS:
1. AREA WILL BE TILLED TO 4" DEPTH
2. APPLY UME AT 50 LBS PER 1000 SQUARE FT OR 1 TON PER ACRE
3. APPLY 10-20-20 FERTILIZER AT A RATE OF 850 LBS PER ACRE OR 20 LBS PER 1000 SQUARE FT. THE
FERTILIZER SHOULD EITHER BE SLOW TIME RELEASE OR APPLIED IN TWO APPLICATIONS, 1/2 AT TIME OF
PLANTING AND THE SECOND 1/2 AFTER PERMANENT SEED GERMINATES.
4. THE UME AND FERTILIZER WALL BE WORKED INTO THE TOP 2 INCHES OF SOIL PRIOR TO SEEDING.
5. SEED MIX AND RATE;
"COOL SEASON": PLANTED BETWEEN 1 SEPTEMBER AND FEBRUARY 28
50 LBS PER ACRE SOFT RED WINTER WHEAT. "NO RYE GRASS'
25 LBS PER ACRE COMMON BERMUDA (CYNODON DACTYLON), HULLED
15 LBS PER ACRE COMMON BERMUDA (CYNODON DACTYLON), UNHULLED
'WARM SEASON': PLANTED BETWEEN 1 MARCH AND 31 AUGUST
50 LBS PER ACRE GERMAN (SETARIA ITAUCA), BROWN TOP (SETARIA ITAUCA), OR FOX TAIL MILLET
(BRACHARIA RAMOSUM)
50 LBS PER ACRE COMMON BERMUDA (CYNODON DACTYLON), HULLED
'COOL SEASON': PLANTED BETWEEN 1 SEPTEMBER AND FEBRUARY 28
120 LBS PER ACRE SOFT RED WINTER WHEAT.
"WARM SEASON': PLANTED BETWEEN 1 MARCH AND 31 AUGUST
65 LBS PER ACRE GERMAN (SETARIA ITALICA), BROWN TOP (SETARIA ITAUCA), OR FOX TAIL MILLET
(BRACHARIA RAMOSUM)
STRAW MULCH: 4,000 LBS PER ACRE. THE GROUND SHOULD BE COMPLETELY COVERED WITH NO BARE
SPOTS LARGER THAN A QUARTER, THEN TACKED WITH EMULSIFIED ASPHALT. EMULSIFIED ASPHALT
APPLIED AT A RATE HEAVY ENOUGH THAT THE ENTRE AREA APPEARS BLACK IN COLOR. THIS
METHOD TO BE UTILIZED IN BOTH TEMPORARY AND PERMANENT CONDITIONS.
APPLIED IN TWO APPLICATIONS. THE FIRST APPLICATION WILL CONSIST OF 1/3 OF THE MULCH AND 2/3 OF
THE SEED AND THE SECOND APPLICATION WALL CONSIST OF 2/3 OF THE MULCH AND 1/3 OF THE SEED.
THE MULCH WILL INCLUDE A TACKIFIER AND WALL BE APPLIED AT A RATE OF A MINIMUM OF 2,000 LBS PER
ACRE OR THE MANUFACTURER'S RECOMMENDATION, WHICHEVER IS HIGHER.
6. UPON COMPLETION OF THE PROJECT, PRIOR TO LEAVING THE SITE, THE WATER MANAGEMENT BRANCH
SHALL BE NOTIFIED TO INSPECT THE PROJECT. POC MR. JACK WILSON 0 910-396-2301, EXTENSION 224.
UTILITY CONSTRUCTION NOTE
OLD NORTH UTILITY SERVICES, INC. SHALL CONSTRUCT THE WATER AND SEWER UTILITY SERVICES TO WITHIN 5'
OF BUILDING.
SPECIFICATION NOTE
SPECIFICATIONS AND STANDARDS NOT REFERENCED HEREIN MUST CONFORM TO THE MOST CURRENT VERSION OF
OLD NORTH UTIUTY SERVICES. INC. STANDARDS AND SPECIFICATIONS.
Approved 8tormWtalter Permit Documents
Construction ill accordance with these documents
Is
required by the stormwater Permit. North Carolina
rubs require that the stormwaler system designer
Inspect during construction; certify conformity with the
plans and specs; and certify compliance with the
stormwater rules. (15A NCAC 2H .1008 (j) )
PermN#3-4W419060y Date EL?E /y_
by�� NC Division of Water Duality
Sheet # C O• /0 Revision Date B •�
I GENERAL NOTES
SHEET NUMBER
C0.10

EROSION CONTROL:
GENERAL NOTES:
GRADING:
01
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TOTAL AREA WITHIN SITE LIMITS = 1.14 AC.
TOTAL AREA DISTURBED = 1.45 AC.
UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL
MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE MINIMUM STANDARDS AND
SPECIFICATIONS OF THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK.
THE CONTRACTOR SHALL INSTALL AND MAINTAIN THROUGHOUT THE PROJECT CONSTRUCTION ALL EROSION
CONTROL MEASURES SHOWN WITHIN THESE PLANS IN ACCORDANCE WITH APPLICABLE NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES (NCDENR) EROSION AND SEDIMENT CONTROL
REGULATIONS. ,
ALL CONSTRUCTION WORK SHALL BE IN COMPLIANCE WITH REGULATIONS OF THE NATIONAL POLLUTANT
DISCHARGE ELIMINATION SYSTEM (NPDES) STORM WATER GENERAL PERMIT.
ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO CLEARING AND/OR LAND
DISTURBANCE.
A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL BE MAINTAINED ON
THE SITE AT ALL TIMES.
THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND
STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE NCDENR
EROSION CONTROL INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE
STAGES OF CONSTRUCTION.
APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD
CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY
OWNERS. CONTACT PROJECT ENGINEER AND PROJECT EROSION CONTROL INSPECTOR TO ENSURE ADDITIONAL
EROSION CONTROL MEASURES ARE INSTALLED PRIOR TO OFF -SITE GRADING.
PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS
(INCLUDING, BUT NOT LIMITED TO OFF -SITE BORROW OR WASTE AREAS, STAGING OR STORAGE AREAS), THE
CONTRACTOR SHALL PREPARE AND SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR
REVIEW AND TO NCDENR REGIONAL OFFICE FOR APPROVAL. CONTRACTOR SHALL PAY ALL FEES REQUIRED
AND SHALL INSTALL NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE CONTRACTOR SHALL PROVIDE
THE OWNER AND THE ENGINEER A COPY OF THE AMENDED PERMIT.
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY, RELOCATED WHEN AND
AS NECESSARY, AND SHALL BE CHECKED AFTER EVERY RAINFALL. SEEDED AREAS SHALL BE CHECKED
REGULARLY AND SHALL BE WATERED, FERTILIZED, RESEEDED AND MULCHED AS NECESSARY TO OBTAIN A
DENSE STAND OF GRASS.
STABILIZATION IS THE BEST FORM OF EROSION CONTROL. ALL DISTURBED AREAS WHICH ARE NOT
OTHERWISE STABILIZED SHALL BE TOP SOILED AND SEEDED, TEMPORARILY OR PERMANENTLY IN ACCORDANCE
WITH THE NORTH CAROLINA SEDIMENT CONTROL REGULATIONS. PERMANENT SEEDING AND GRASS
ESTABLISHMENT IS REQUIRED PRIOR TO PROJECT COMPLETION AND ACCEPTANCE.
CONTRACTOR TO ENSURE THAT SEDIMENT LADEN RUNOFF DOES NOT LEAVE SITE LIMITS OR ENTER
PROTECTED AREAS. ANY SEDIMENT DEPOSITED BEYOND DISTURBED AREA WITHIN SITE LIMITS SHALL BE
REMOVED.
THE CONTRACTOR SHALL PROVIDE GROUND COVER ON DESIGNATED AREAS AND SLOPES GREATER THAN 3:1
WITHIN 7 DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING. CONTRACTOR SHALL PROVIDE GROUND
COVER IN 14 DAYS ON ALL OTHER AREAS FOLLOWING COMPLETION OF ANY PHASE OF GRADING. PERMANENT
GROUND COVER FOR ALL DISTURBED AREAS SHALL BE PROVIDED WITHIN 15 WORKING DAYS OR 90 CALENDAR
DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION.
ROLLED EROSION CONTROL PRODUCTS (RECP'S) SHOULD BE USED TO AID PERMANENT VEGETATED
STABILIZATION OF SLOPES 2:1 OR GREATER AND WITH MORE THAN 10' OF VERTICAL RELIEF. RECP'S
SHOULD ALSO BE USED WHEN MULCH CANNOT BE ADEQUATELY TACKED AND WHERE IMMEDIATE GROUND
COVER IS REQUIRED TO PREVENT EROSION DAMAGE.
ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 21 DAYS AFTER
FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. TRAPPED
SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES
SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION.
WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL
BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY
SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING
SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER.
WHEN A CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN COVERED WITH SOIL OR HAS BEEN PUSHED
INTO THE SOIL BY CONSTRUCTION TRAFFIC, IT SHALL BE REPLACED WITH A DEPTH OF STONE EQUAL TO
THAT OF THE ORIGINAL APPLICATION.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT ALL CONSTRUCTION STAGING AREA
ENTRANCES AND ALL CONSTRUCTION ACCESS LOCATIONS INTO NON -PAVED AREA. TWO TO THREE INCH
STONE SHALL BE USED FOR THE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE.
ALL DRAINAGE INLETS SHALL BE PROTECTED FROM SILTATION. INEFFECTIVE PROTECTION DEVICES SHALL BE
IMMEDIATELY REPLACED AND THE INLET CLEANED. FLUSHING IS NOT AN ACCEPTABLE METHOD OF CLEANING.
DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH
SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND
PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED
FROM THE PROJECT SITE.
SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO
TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL
BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE.
ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING
LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.
DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE PRIOR TO
DISCHARGE TO RECEIVING OUTLET.
THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH
RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF
THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.
ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED BY CONTRACTOR ONCE STABILIZATION OR
A SUFFICIENT GROUND COVER HAS BEEN ESTABLISHED OR AS DIRECTED BY THE ENGINEER. NCDENR'S FINAL
APPROVAL IS REQUIRED.
STABILIZATION MEASURES SHALL BE APPLIED TO STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS
IMMEDIATELY AFTER INSTALLATION.
ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING UPON FIELD CONDITIONS
LIMITS OF GRADING SHOWN ON THE PLAN ARE MAXIMUM LIMITS FOR EROSION CONTROL PURPOSES ONLY.
SURVEYOR TO DETERMINE ACTUAL LIMIT.
ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE NCDENR EROSION
CONTROL ORDINANCE, AND IS SUBJECT TO A FINE.
GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE
NCDENR EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
REVISIONS DATE I BY
1. ALL WORK SHALL CONFORM TO THE APPLICABLE CODES AND ORDINANCES.
2. CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIM OR HERSELF WITH ALL CONDITIONS AFFECTING THE PROPOSED
WORK AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIM
OR HERSELF WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE
ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE
ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
3. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL PRODUCTS OR ITEMS NOTED AS "EXISTING" WHICH ARE NOT FOUND IN THE
FIELD.
4. CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS
AND OWNER'S REQUIREMENTS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR REGULATIONS TAKE
PRECEDENCE.
5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO FABRICATION AND ERECTION OF ANY
MATERIAL. ANY UNUSUAL CONDITIONS SHALL BE REPORTED TO THE ATTENTION OF ENGINEER.
6. CONTRACTOR SHALL CLEAN AND REMOVE DEBRIS AND SEDIMENT DEPOSITED ON PUBLIC STREETS, SIDEWALKS, ADJACENT
AREAS, OR OTHER PUBLIC WAYS DUE TO CONSTRUCTION.
7. CONTRACTOR SHALL INCORPORATE PROVISIONS AS NECESSARY IN CONSTRUCTION TO PROTECT EXISTING STRUCTURES,
PHYSICAL FEATURES, AND MAINTAIN SITE STABILITY DURING CONSTRUCTION. CONTRACTOR SHALL RESTORE ALL AREAS TO
ORIGINAL CONDITION AND AS DIRECTED BY CONTRACT DRAWINGS.
8. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO START OF CONSTRUCTION.
9. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE NORTH
CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES (NCDENR). IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO POSSESS A COPY OF THE EROSION CONTROL PLAN AT ALL TIMES.
10. THE CONTRACTOR IS HEREBY CAUTIONED THAT ALL SITE FEATURES SHOWN HEREON ARE BASED ON FIELD OBSERVATIONS
BY THE SURVEYOR AND BY INFORMATION PROVIDED BY OTHERS. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT
OR COMPLETE. THE CONTRACTOR SHALL CONTACT "NC ONE -CALL" AT 811 AND FT. BRAGG PWBC OFFICE AT LEAST 48 HOURS
PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION.
11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH BASE TO OBTAIN AUTHORIZATION FROM THE
POST PRIOR TO RELOCATION OF ANY EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON
THESE PLANS. IF A UTILITY CONFLICT ARISES, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER, AND THE APPROPRIATE
UTILITY COMPANY PRIOR TO PROCEEDING WITH ANY RELOCATION.
12. ALL PAVEMENT MARKINGS AND DIRECTIONAL SIGNAGE SHOWN ON THE PLAN SHALL CONFORM TO THE MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS.
13. ALL PAVEMENT JOINTS SHALL BE SAWCUT PRIOR TO PAVING TO PROVIDE A DURABLE AND UNIFORM JOINT.
14. REFER TO GEOTECHNICAL REPORT ENTITLED "REPORT OF SUBSURFACE INVESTIGATION" PROVIDED BY GEOTECHNOLOGIES,
INC., DATED APRIL 15, 2014 FOR PAVING SUBGRADE INFORMATION.
14. NO HOLES, TRENCHES OR STRUCTURES SHALL BE LEFT OPEN OVERNIGHT IN ANY EXCAVATION ACCESSIBLE TO THE PUBLIC
OR IN PUBLIC RIGHTS -OF -WAY.
15. IMMEDIATELY UPON COMPLETION OF CUTS/FILLS, THE CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE
WITH EROSION CONTROL NOTES AND AS SPECIFIED ON PLANS.
16. THE CONTRACTOR SHALL BE FULLY AND SOLELY RESPONSIBLE FOR THE REMOVAL, REPLACEMENT AND RECTIFICATION OF
ALL DAMAGED AND DEFECTIVE MATERIAL AND WORKMANSHIP IN CONNECTION WITH THE CONTRACT WORK. THE CONTRACTOR
SHALL REPLACE OR REPAIR ALL SUCH DAMAGED OR DEFECTIVE MATERIALS WHICH APPEAR WITHIN THE CONTRACT PERIOD.
17. ALL WORK PERFORMED BY THE CONTRACTOR AND/OR TRADE SUBCONTRACTOR SHALL CONFORM TO THE REQUIREMENTS OF
LOCAL, STATE AND FEDERAL LAWS, AS WELL AS ANY OTHER GOVERNING REQUIREMENTS, WHETHER OR NOT SPECIFIED ON THE
DRAWINGS.
18. WHERE THE TERMS "APPROVED EQUAL", "OTHER APPROVED", "EQUAL TO", "ACCEPTABLE", OR OTHER GENERAL QUALIFYING
TERMS ARE USED IN THESE NOTES, IT SHALL BE UNDERSTOOD THAT REFERENCE IS MADE TO THE RULING AND JUDGMENT OF
KIMLEY-HORN AND ASSOCIATES, INC.
19. THE GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY PROTECTION FOR THE WORK UNTIL TURNED OVER TO OWNER.
20. THE CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DRAWINGS ON SITE DURING ALL
PHASES OF CONSTRUCTION FOR USE OF ALL TRADES.
21. THE CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR ANY CHANGES AND DEVIATION OF APPROVED PLANS NOT
AUTHORIZED BY THE ARCHITECT/ENGINEER AND/OR CLIENT/OWNER.
22. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. ANY MODIFICATION TO SUIT FIELD DIMENSION AND CONDITION
SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO ANY WORK.
23. BEFORE THE FINAL ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL REMOVE ALL EQUIPMENT AND MATERIALS,
REPAIR OR REPLACE PRIVATE OR PUBLIC PROPERTY WHICH MAY HAVE BEEN DAMAGED OR DESTROYED DURING CONSTRUCTION,
CLEAN THE AREAS WITHIN AND ADJACENT TO THE PROJECT WHICH HAVE BEEN OBSTRUCTED BY HIS/HER OPERATIONS, AND
LEAVE THE PROJECT AREA NEAT AND PRESENTABLE.
24. CONTRACTOR SHALL VERIFY EXISTING GROUND ELEVATIONS AT LOCATIONS OF ALL PROPOSED STORM DRAIN OUTLETS
PRIOR TO CONSTRUCTION TO CONFIRM POSITIVE DRAINAGE AWAY FROM PIPE OUTLETS. CONTACT ENGINEER BEFORE
CONSTRUCTION TO CONFIRM ANY ADJUSTMENTS TO PIPE LOCATION OR ELEVATION.
GRADING NOTES
1. GRADE GRASSED AND LANDSCAPED SURFACES TO SLOPE AWAY FROM EXTERIOR OF PROPOSED BUILDINGS AT MINIMUM 5%
FOR 10 FEET UNLESS OTHERWISE NOTED AND MINIMUM 2% BEYOND 10 FEET UNLESS OTHERWISE NOTED.
2. GRADE PAVED SURFACES TO SLOPE AWAY FROM EXTERIOR OF PROPOSED BUILDINGS AT MINIMUM 2% FOR 10 FEET.
3. SIDEWALK GRADES SHALL CONFORM TO THE FOLLOWING GUIDELINES: MINIMUM 0.5% AND MAXIMUM 8% PROFILE GRADE;
AND 2% CROSS SLOPE.
4. GRADE DRAINAGE SWALES AND DITCHES AT MINIMUM 1% PROFILE GRADE UNLESS NOTED OTHERWISE.
5. CONTRACTOR SHALL NOTIFY ENGINEER IF SITE CONDITIONS OR OTHER FACTORS DISCOVERED DURING CONSTRUCTION WOULD
PREVENT CONFORMANCE WITH THESE GUIDELINES.
6. RESTORE ALL DISTURBED AREAS NOT RECEIVING PAVEMENT OR OTHER SURFACE TREATMENTS WITH 4" TOPSOIL AND SEED.
7. FINE GRADING WILL BE AT THE DIRECTION OF THE LANDSCAPE ARCHITECT.
B. SPOT ELEVATIONS AT CURB ARE MEASURED TO GUTTER FLOW LINE UNLESS OTHERWISE NOTED.
Kimley)))Horn
© 2014 KIMLEY-HORN AND ASSOCIATES, INC.
333 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601
PHONE: [phone] FAX: [phone]
WWW.KIMLEY-HORN.COM
NC LICENSE #F-0102
KHA PROJECT
011737212
DATE
5/14/14
SCALE AS SHOWN
DESIGNED BY PAB
DRAWN BY DAW
CHECKED BY PAB
ALL WORK AND MATERIALS SHALL COMPLY WITH ALL FT. BRAGG REGULATIONS AND CODES AND
O.S.H.A. STANDARDS.
ALL CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES. ALL FILL TO BE COMPACTED
PER THE RECOMMENDATIONS OF A GEOTECHNICAL ENGINEER. EXISTING AND PROPOSED GRADE
CONTOUR INTERVALS ARE SHOWN AT 1 FOOT.
THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY DISCREPANCIES FOUND BETWEEN
ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION
PRIOR TO PROCEEDING.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES,
AND SHALL REPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION.
CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING
GRADE.
LIMITS OF CLEARING SHOWN ON GRADING PLAN ARE BASED UPON THE APPROXIMATE CUT AND
FILL SLOPE LIMITS, OR OTHER GRADING REQUIREMENTS.
THE PROPOSED CONTOURS SHOWN IN DRIVES AND PARKING LOTS AND SIDEWALKS ARE FINISHED
ELEVATIONS INCLUDING ASPHALT. REFER TO PAVEMENT CROSS SECTION DATA TO ESTABLISH
CORRECT SUBBASE OR AGGREGATE BASE COURSE ELEVATIONS TO BE COMPLETED UNDER THIS
CONTRACT.
CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY
FLOW ACROSS NEW PAVEMENT AREAS TO NEW OR EXISTING DRAINAGE INLETS OR SHEET
OVERLAND.
TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY BY CHANDLER LAND
SURVEYING, PA.
THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE GENERAL
N.P.D.E.S. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES.
ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF
TOPSOIL. CONTRACTOR SHALL GRASS DISTURBED AREAS UNTIL A HEALTHY STAND OF GRASS IS
OBTAINED.
CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED
TO SAME.
THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DEWATERING NECESSARY TO
CONSTRUCT THE PROJECT AS SHOWN ON THE PLANS.
THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SHEETING,
SHORING, BRACING AND SPECIAL EXCAVATION MEASURES REQUIRED TO MEET OSHA, FEDERAL,
STATE AND LOCAL REGULATIONS PURSUANT TO THE INSTALLATION OF THE WORK INDICATED ON
THESE DRAWINGS. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE DESIGN(S) TO
INSTALL SAID ITEMS.
THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATION,
ELEVATION, AND DIMENSIONS OF EXIT DOORS, RAMPS, BUILDING DIMENSIONS, AND EXACT
BUILDING UTILITY ENTRANCE LOCATIONS.
ALL FILL MATERIALS, EXISTING BUILDING FOUNDATIONS, PAVEMENT AND UTILITY STRUCTURES,
TOPSOIL AND ANY OTHER DELETERIOUS MATERIALS SHALL BE COMPLETELY REMOVED FROM
WITHIN THE BEARING ZONE BELOW THE STRUCTURE.
ALL FOUNDATION EXCAVA11ON SHALL BE INSPECTED BY A QUALIFIED GEOTECHNICAL
REPRESENTATIVE TO DETERMINE WHETHER UNSUITABLE MATERIAL MUST BE REMOVED. ALL
UNDESIRABLE MATTER SHALL BE REMOVED, BACKFILLED AND COMPACTED AS REQUIRED BY THE
GEOTECHNICAL REPRESENTATIVE.
GRADES, ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE. AS DIRECTED BY THE
ENGINEER, THEY MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS. STATIONS,
OFFSETS AND ELEVATIONS. REFER TO THE CENTER OF DROP INLETS, MANHOLES AND JUNCTION
BOXES, AND THE MIDPOINT OF THE LIP FOR CATCH BASINS. ALL PIPES SHALL BE RCP CLASS
III, UNLESS OTHERWISE NOTED.
ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED.
ALL AREAS WITH 2:1 SLOPE OR ERODABLE SLOPES SHALL BE COVERED WITH EXCELSIOR
MATTING OR APPROVED EQUAL. INSTALL PER MANUFACTURER'S INSTRUCTIONS.
CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A
SMOOTH FIT AND CONTINUOUS GRADE.
CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND
PAVED AREAS.
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF
EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS
UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE
INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST
CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO
REQUEST EXACT FIELD LOCATION OF UTILITIES.
FT. BRAGG, NORTH
CAROLINA
PREPARED FOR
FIRST CITIZENS BANK
no
Approved stormwater Permit Documents
Construction in accordance with these documents is
required by the stormwater permR. North Carolina
rules require that the stormwater system designer
Inspect during construction; certify conformity with the
plans and specs; and certify compliance With the
stormwater rules. (15A NCAC 2H .1008 Q ) )
Permit# 5w i4f0._Date 8• Zf ,5
by "'7 r� .yn_ . _ ✓4 NC Division of water Quallly
Sheet # nyC _ZD--Revislon Date F•/f ' /u
GENERAL NOTES
SHEET NUMBER
C0.20

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- �� -- 239 '-- - - - ..,..._-��r--�- _ - - b7--:;-s-.`e r4-• _�_,._,_.: a`"�°;v..�....�.•.�,,,. .,,,., ' .-.c, �a.-� - - = �'r` - - .,� - .�"�_'?".�"-' . �._..:.-..:_ -.:'4 _ _.._ ._. /� �•-- 1._�
� - w--- - - - -. - yr� d -�- FY--- - .- - - •YYF���-._ 6 Cam. - - - - -,ry- _._. - - - - ry_ _._.. - e..-. - �{:--.._... - .- - .-... `rY-- �- - .2 ye_ _ .- �- � 1` TT-_. - � � n�
° SSMH#3 INV=229.02' FH-TBM
r 'BOLT OVER 6 FLANGE"
\ ELEV=240,71'
- STORM DRAIN INVERTS - -
SEWER DRAIN INVERTS -
SDMH,41
SSMHdtl
RIM= 242.01'
RIM= 238.98'
INV IN(NW)= 238.21'
INV IN(NW)= 231.98'
INV OUT(SE)= 237.91'
INV OUT( W)= 231.78'
SOMH,ff2
SSMH12
RIM= 241.99'
RIM= 239.70'
INV IN(NW = 238.49'
INV IN(NE)= 230.20'
INV OUT( E)= 238.49'
INV OUT(SE)= 230.00'
SDMHIfr3
SSMH f3
RIM= 242.51'
RIM= 236.99'
INV OUT(SE)= 238.81'
INV IN(NE)= 224.99'
INV OUT(NE)= 224.99'
DI#!1
TOP= 241.27'
INV OUT(SW)= 239.37'
- SIGN LEGEND -
S1 ONE WAY
DIA2
S2 NO RIGHT TURN
TOP= 241.15'
S3 DO NOT ENTER
INV IN(15"RCP)= 236.75'
S4 NO PARKING
INV IN(Sw)= 236.55'
S5 EXCHANGE
INV OUT( 4"RCP)= 236.45
S6 STOP
S7 YIELD
TOP= 241.54'
TOP
INV OUT(NE)= 239.44'
- LEGEND -
® CONCRETE
DI¢4
T6OP= 239,21'
® BRICK
INV IN(SW))= 235.61'
SOMH STORM DRAIN MANHOLE
INV OUT(SE)= 235.21'
SSMH SANITARY SEWER MANHOLE
RCP REINFORCED CONCRETE PIPE
D115
YI YARD INLET
TOP= 238.78'
DI DRAIN INLET
INV IN(NW)= 234.68:
HW HARDWOOD
INV IN(SK9= 234.78
7RPL TRIPLE
INV 0 T( E)= 234.58'
P PINE TREE
UFOP UNDERGROUND FIBER OP77C POST
YI#I
TOP= 240.85'
DIP DUCTILE IRON PIPE
INV IN NW = 238.25'
7MH TELEPHONE MANHOLE
INV IN((SWj= 238.35'
TSMH TRAFFIC SIGNAL MANHOLE
INV OUT(NE)= 237.75'
EMH ELECTRIC MANHOLE
FH FIRE HYDRANT
7BM TEMPORARY BENCHMARK
© FIBER OP71C BOX
Rf U71UTY POLE
❑r TELEPHONE PEDESTAL
® TRAFFIC SIGNAL BOX
U71LITY POLE W17H LIGHT
WATER VALVE
m GUY WIRE
DEMOLITION LEGEND
CURB TO BE REMOVED
CURB TO BE
REMOVED/REPLACED
UTILITY TO BE REMOVED
SIDEWALK TO BE REMOVED
PAVEMENT TO BE REMOVED
TREE TO BE REMOVED
DISTURBED AREA: 1.40 AC
SURVEY NOTE:
1. PER FEMA MAP 372005000J PANEL 0500 WITH AN EFFECTIVE DATE
OF 010507, THE SITE IS LOCATED IN ZONE X.
2. GRID COORDINATES BASED ON NC GRID NAD83.
3. ALL EXISTING TOPOGRAPHICAL INFORMATION SHOWN WITHIN THIS
DOCUMENT IS BASED ON A SURVEY PROVIDED BY CHANDLER LAND
SURVEYING, PA., 309 SOUTH FUQUAY AVENUE, FUQUAY-VARINA, NC
27526 PROVIDED ON 2/20/2013.
CURVE
RADIUS
LENGTH
BEARING
CHORD
C2
160.50
40.88
S77°09'29"E
40.76
65
30.00
9.97
S11°011'24'W
9.92
C6
19.50
5.40
N77-00-41-W
5.38
LEASE LIMIT AREA: 1.14 AC
IMPERVIOUS AREA: 0.34 AC
PERVIOUS AREA: 0.80 AC
Approved Storm water Permit Docum
ents
Construction in accordance with these documents is
required by the stormwater permit. North Carolina
rules require that the stormwater system designer
Inspect during construction, certify conformity with the
plans and specs; and certify compliance with the
stormwater rules. (15A NCAC 2H .1008 (j) )
Permit #,�tJGl4G$D!f Date 8�u•
by
� NC Division of Water Quality
Sheet # /• OD Revision Date 8 '76 '7f1
GRAPHIC SCALE IN FEET
Lm1 0 40
KHA PROJECT
011 • 737212 v �,,, SHEET NUMBER
au„DATE FT. BRAGG, NORTH5 REVISED PER 12" WATERMAIN LOCATLON 8/18/14 DAWKIMIveity,*
Horn 5/14/14 - °E = EXISTING CONDITIONS AND
© 2014 KIMLEY-HORN AND ASSOCIATES, INC. SCALE AS SHOWN CAROLINA =
333 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601 DESIGNED BY PAB PREPARED FOR ', �''FNg{N�F`� hoc DEMOLITION PLAN
C ��
PHONE: [phone] FAX: [phone] DRAWN BY DAW FIRST CITIZENS BANK A
WWW.KIMLEY-HORN.COM Hilltrtr�
No. REVISIONS DATE BY NC LICENSE #F-0102 CHECKED BY PAB

V
f I
o I
I
o �
0
Ed
0 OO
$ MATCH
EXISTING CURB
30J00' 1
o I.s.
v
a �o
I ! 1
r �ryp� 00
16" CONCRETE PAVEMENT ro ( 18" CONCRETE 1
RESTRIPING ONLY ?
A CURB AND GUTTER TYP. AREAS OUTSIDE o I CURB AND GUTTER
No ( o PROPOSED LEASE
o I OF LEASE LIMITS) LIMIT LINE (TYP.) ���\\\ I
Op �� 18" CONCRETE I 5.00' p0 I I 1
CURB AND GUTTER N20.3T25E 159.24'
a ( I 15Op I �SOp I R !
o
o I R3 00 I I P 17S 00• RZOpp /��
E I 3�.00' Op O I
1• 100HHW n 4
D
p 1 •' t4 60 O
T L
I I
o N 4� SPILL CURB (TYP.) •O i
1 MATCH EXISTING p0 p O OO.
o g• rn 0 FLAG POLES
PAVEME T ALONG fOI z w ye� RS O• ku I it
o I EXISTING DRI AISLES —
AND VV
a I AND PAR NG BAYS i / I 8.00' j n
(TYP-)
ALL HANDICAP PAVEMENTMARKINGS, SIGN
AND
8.00, RAMPS TO MEETAGE LOCAL, m
I "DO NOT ENTER" SIGN STATE AND FEDERAL ADA
O REQUIREMENTS
o AND "NO LEFT TURN" SIGN �y0 TEMPORARY
3 I 0 5' CONCRETE I CONSTRUCTION
24" STOP BAR (TYP.)
SIDEWALK 6' CONCRETE TRAILER
0 1 MATCH EXISTING CURB a 0O $ID WALK
1 CLOSE OFF CR SS R5.00' a �� 96• O
1 ACCI SS MATCH EXISTING RSp� , a R150.00'
1
CURB a� '. .. . , .. c.. .. � ' , .. o
D1#3 1 2 4.00' 4.00'
YI CS —----------:!m- — -- -9: 9.50' 6.64'
pS— — — �0'SZ9-� Tb 7tir — CP \ : 4 e, � I 4'x6' CONCRETE
4 •ql
} PAD WITH BIKE 00 1
m dS3 RACK o Rg0.00
a "STOP" SIGN
v 1 i o E`yppp?SO STORMWATER \\\\a I �:; =;. i ATM o
$ 1 S7 O• BASIN
CANOPY
30'HW 20.00'
1 I "7RP-HW F-F \ i • " — - ' ^mac J
m .
PROPOSED I i
\ FIRST CITIZENS BANK
I PROPOSED LEASE CURB FLUMEt 4, 610RY
SF I .I
18" CONCRETE o 1
LIMIT LINE (TYP.) CURB AND GUTTER DI / ti� 2569 REILLY ROAD
o SDMH#3 I �yp� / // BLDG 4-1673 I \
���\�pyT y +` R40.0m
°a //p l� 0� 36.03' v
/pQ ( o eMATCH
V I �i-- �,-- i_�® ' ' o PAVEMENT I SONG
s // �V' pp — —� d jy `= F____ / / /\ 5'x5''• y ... c. EXISTING DRI AISLES
a N Q� o o �� + CONCRETE p' AND
PARKIN? BAYS
DMH2 I 20.00' 22"HW n I__U \ o I c d u. o!� t. - PAD
y=_tt Z
5' CONCRETE 1
SIDEWALK
FCB SIGN 12'WATER LINE 5' CONCRET
Iq \ SIDEWALK
III PROPOSED LEASE i
g I I I IM1 SPILL CURB (TYP.) LIMIT LINE (TYP.)
a I I II I S20`2613"VV 373.97' I 1
I M rvim
I
w I= I I S4 11 TMI I a I C SDMHEI o�S ^°
t I I < I TI
° FOP MAT3CH
o' I I UFOP -_-_ 2� W D C F
238.67' 15"RCP L ro — — _ _ 1 s'RCP
' iRP H r= U EX CURB AND A
--------- ---"------------_...---------------------------- D1#5 �� GUTTER 1 ``;+
--- —------------
c ��__� ❑O .-._- - --_�.- _ _ __g-__..-.--F_=0 E___-F__----E--_-__E E_-----E.__-_-_..-_� VF_-. ___-_ F
v —3— YI 1 -- — E----I---E--- --E — c------E------E-------r------- 17 HW—c�---- S- 1 1 S (Y„HW ----- MATCH EXISTING i— ( -.
O'tiW
v I SSMH#'2 I g 8"D!P SIDEWALK
« ----- --- — -- -- -----------s — n1H -- ----- — — — — — SS— — SS. --- S9\
C TSMH .. ..• .:e _.w. s.. 4v _ :l... u. ,'�:� d:.* 's: .w :.,••° f+r' S.•it :G••i.ii �cL'^' is. ?s:' •, \\
SS S SS S SS SS
.,a
F �..
o I I I STOP SIGN AND
I 1 STOP BAR
II
CURB AND GUTTER
BY OTHERS
10' TRANSITION
I I w ACCESSIBLE
RAMP (TYP.)
- I ( DRIVE IMPROVEMENTS _
� I REILLY ROAD
BY OTHERS
GRAPHIC SCALE IN FEET
i I II
.N ..: • ,: • �__ _-_---__ _ _ .v:, � ., ,:. '',= �.:_'.._'_ •'.:+-�. •-:•+wr " • M +.+::i.:-i. W :: - _ .- --.-. r..^ "_..i:'f^�'_.r 'k!•i�•=n - `•'V--- - , w.:-..-. � -
-__
. SSMH¢3 J�
w "80 GE
DRIVE IMPROVEMENTS \ _ PROPOSED TRAFFIC 2 SURVEY NOS:
o BY OTHERS r, \ SIGNAL POLE BY \ OTHERS (TYP) ALL EXISTING TOPOGRAPHICAL INFORMATION
i ` -:__ _ _- / SHOWN WITHIN THIS DOCUMENT IS BASED ON
\ ' \ %
AREA WITHIN PROPOSED LEASE LIMITS = 1.14 ACRES
SURVEYING, PA. 309 SOUTH FUQUAY A SURVEY PROVIDED BY CHANDLER LAND
PROPOSED SIGN AVENUE, FUQUAY-VARINA, NC 27526 \ 49,520 SQUARE FEET BY OTHERS
PROVIDED ON 2/20/2013.
3-
I
c � i
E I
nstruction in accordance with these documents is
A proved Stomtwater Permit Documents
uired by the stormwater permit. North Carolina
s rules require that the stormwater system designer
a as is
KHA PROJECT plans and specs; and certify compliance with the
M 011737212
�� ttttttu tulq�� stormwater rules. (14 NCACd,6 (1Date- SHEET NUMBER
5 REVISED PER 12" WATERMAIN LOCATION 8/18/14 DAW DATE F T . B RAG G , NORTH ;\��`��\� CAR�Ii ��% by rJ+it# ��67 O Date
i m e > o r n 5 /14/14 / #_� NC Division of Water Quality
4 REVISED PER FT. BRAGG COMMENTS - RAY BARBEAU (8/5/2014) 8/6/14 BJC CARD L I NA = = Sheet #�_�.�_2.0000 Revision Date / /
SCALE AS SHOWN - SITE PLAN ^
3 REVISED PER FT. BRAGG COMMENTS -RAY BARBEAU (7/1/2014) 7/7/14 BJC ©2014 KIMLEY-HORN AND ASSOCIATES, INC. : C'.00
DESIGNED BY PAB PREPARED FOR - N
2 REVISED PER DPW COMMENTS -LEE WARD (6/t2/t4) 6/t8/ta BJC 333 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601 '�A�'; GINF
1 REVISED DRIVE-THRU WIDTHS PER OWNER REQUEST 6/4/14 DAW PHONE: [phone] FAX: [phone] DRAWN BY DAW FIRST CITIZENS BANK
lhR
WWW.KIMLEY-HORN.COM �rrnniutt"
No. REVISIONS DATE BY NC LICENSE #F-0102 CHECKED BY PAB
SITE LEGEND
PROPOSED CONCRETE
PAVEMENT MARKING
DIRECTIONAL ARROWS
PROPOSED HANDICAPPED PARKING
PAVEMENT MARKINGS k SIGNAGE
-0
NEW SIGN AS NOTED (M.U.T.C.D.)
R20.00'
FACE OF CURB RADIUS (TYP. ALL)
--� F
HANDICAP RAMP (DEPRESSED WALK)
OPARKING
SPACES
s
SPILL CURB
LEASE LIMIT AREA: 1.14 AC
IMPERVIOUS AREA: 0.49 AC
PERVIOUS AREA: 0.64 AC

13
?n3-
i
/ l
it (�
0
Ph
243.03 7
r25-r- D ti
M WIN
243__ - J
2 52
Z42.89 0
• �-2 .42
242.61 '(J
242.45
t42.36
242.40
r
Y.R3�� 1ST
-.r-(
242.87 242.76
242.74
�242.60
.36 /
- STORM DRAIN INVERTS - -
SEWER DRAIN INVERTS -
SDMHj1
SSMH#1
RIM= 242.01'
RIM= 238.98'
INV IN(NW))= 238.21'
INV IN(NW))= 231.98'
INV OUT(SE)= 237.91'
INV OUT(SW)= 231.78'
SDMH/12
SSMHJ/2
RIM= 241.99,
RIM= 239.70'
INV IN (NW = 238.49'
INV IN NE = 230.20'
INV OUT( E)= 238.49'
INV O T( E)= 230.00'
SDMH�r3
SSMH,j13
RIM= 242.51'
RIM = 236.99,
INV OUT(SE)= 238.81'
INV IN(NE)= 224.99'
INV OUT(NE)= 224.99'
l
Te
TOP= 241.27'
INV OUT(SW)= 239.37'
- SIGN LEGEND -
S1 ONE WAY
DIP12
S2 NO RIGHT TURN
TOP= 241.15'
S3 DO NOT ENTER
INV IN(15"RCP)= 236.75'
S4 NO PARKING
INV IN SW�= 36.55'
S5 EXCHANGE
INV OUT( 4"RCP)= 236.45'
S6 STOP
S7 YIELD
D13
TOP= 241.54'
INV OUT(NE)= 239.44'
- LEGEND -
CONCRETE
DI#4
ICK
®H
I INV IN
(T(2)2 235.61'
STORM DRAIN MANHOLE
INV OUT(SE)= 235.21'
SSMH SANITARY SEWER MANHOLE
RCP REINFORCED CONCRETE PIPE
DI#5
YI YARD INLET
TOP= 238.78'
DI DRAIN INLET
INV IN(NW)= 234.68:
HW HARDWOOD
�-'
INV IN(SW)= 234.78
TRPL TRIPLE
INV OUT($SE)= 234.58'
P PINE TREE
UFOP UNDERGROUND FIBER OPTIC POST
Y11P
T6P= 240.85'
DIP DUCTILE IRON PIPE
INV IN(NW)= 238.25'
TMH TELEPHONE MANHOLE
INV INS - 238.35'
TSMH TRAFFIC SIGNAL MANHOLE
INV OUT(NE)= 237.75'
EMH ELECTRIC MANHOLE
FH FIRE HYDRANT
IBM TEMPORARY BENCHMARK
❑F FIBER OPTIC BOX
j
.0' UTILITY POLE
pT TELEPHONE PEDESTAL
® TRAFFIC SIGNAL BOX
UTILITY POLE WITH LIGHT
WATER VALVE
I II
m GUY WIRE
LT L L'242.37 41.4-ze ' RIN:�241.79
PoM: 241 42 87 LF
242.10 INV a1: Be INV WT' 23832
1 INV OUT: 237.78 242 28 88 LF OF u o I
6gi I
3 41 LF OF RAA-. ais4 HP a RCP ZA2 241.79 d
9 O 242.60 15° RCP wv
.-O-ASOX
--242.47_
1Z,
2c 242.57 242.7842
28 HP 241.83 242.$6 242
HP - - - o
-- ----------- - - - CO 19 a II
- N20s32'30°E . 8T- - - - \ �' � 242.50 2d7.8� • _ �. � • � o
a I S4 242 241.62 \ 3 o. , - Nv: 23
240.30 ; \ d 'ao
AS3 242.20 241 \\\ �" �. 9 6 y 242.12 0. n E /
I HP
Z� . " M r 6 LF OF
42
F OF
((11
i I 4° 7P4 L PVC y,, BIORETENTION 6 •p RIM: 2 I - a_. DI_ 243.00
BASIN h INy l 2 s6 a 42.03 242.50 \ t i i O Q10A \ > INV 7.4A
? o I / i aS7 2k i QO-12 x239.40 \ �' L..64 LF
241.92 INV 236k7 i \ \�S t (N' I N Ru:�zaz�o3 ROOF DRAIN 62 241,98
30"HW 242.20 \ \ I -e _ ___� I IN IN: 239.83 (RD-00-18) DOWNSPOUT ,\
"TRP-HW CURB FLUME WITH RIP RAP 241.86 11 _ \ INV IN: 239.83 (RD-co 15) (TYP•)
1 I ' HP INV. 236.97 �" -:RD- . > `.-` INV OUT' 239.83 • �' d I 1
n m j \ CHANNEL (TYPJ. MAINTAIN 7t LF of oa \ RIM: 2
/ AT LEAST MINIMUM 241.66 4" PERF PVC \ MY IN: 2 .5T . 62 LF OF -g I
DIMENSIONS INDICATED ON o 01o1r-� ' 1Nu-op _ 9'S; e ri DI
PROPOSED °
SHEET C12.00 2 1.62 -�'. 242 3 FIRST CITIZENS BANK----- -. �I
I "1=STORY
� a , � 241.39 ,-
3 SDMh#.3 I 241.75 ' Ex. DI-4 4RE� $F
zz LF OF RIM; 241.64 2569 ILLY OAD (I
241.31 241.51 ,S�RCP _ ---- WV IN: 235.61 (Ex DI-oz) BLDG 4-1677
I 241.57 LP o o.60x. 4pl + -- / �, INV IN: 236.22 (CS-10) x243.00 242.50
' '/ CONVERT -24_3.0 INV OUT' 235.21 \6 DI "�-
7 ; ! _ 241.63 % EXISTI -01-TO" '-" - -� -
12" WATER LINE _241- -._ (-._ .26
MAN�IO�LGE. 1 � c242 89 D of o o.SQx
PER UTILITY REPLACE TOP. wv z4au a osmr I
m / IIJJ ` -- -_ _t _.- -'- 2qI .� -- - ! 243.00 -4
L R-
`
99
DMH2 S 22"HW \ ��44.1.48 2 1.86 242.50 0 241.65
J v P
O - - - q !� RD : 0-17
242.
z I ?y? - - i 243.02 - U RIM: 24247 I
a - - .- I - r• .k �`., INV: 240.58
-w-HP -- Iw---- -�`^'�--- I' - --- -w1-- - ----Y+'--- 6 d i--------- - -
Y i �'U `� WATER LINE LEASE LIMITS 3" CONDENSATETO r6D-OD 16
242.29 Z ( 0 MV TYP.) ROOF DRAIN SYSTEM. 240.44
a
_ 242 , _1-
= I I \ I I ® ON -ram �' tr` AN av ® ar �Ir.or ® a�rr ®�V o 13� ..a r ' ii- ®� ai ® a■ .__ -rafi� �raar• r. �• rs w e•rrro_. >• r w r I --
TMH
- A - . _.
D _ Q� a. v
T a a
Q �tL a -I 940-_a _ 5_TR -HW UFOP 1' d ' J I
° F hi
UFOP {.' - _ _ - - -... -- - - I6 o1uF0
--- ����
o" 238.6T - 15"RCP L m A \ -I _- --_ -- -- �°� - - - - - - 18_RCP--- -- ------------------- -�------- Y^FA 5 Z _..- _ _. __ 24.i; ry� °
c (_'H--- ❑❑ -. '- .t -. -- ------ -Q- --E -----E -.---E � �----E- ----_. -----------E------E-- .. --E ---_ E - .�-
- "
v ITT_ Y? 1 ,.. - - _E- - - �.• :.- 10"HW E - j .. �3,_ E
xi -a- _ - - E- - - T - -E- - - -e---mac-- - - M1 ,- / 17 -7 P-HW / S5 "H d- ' '`
v -- c `F SS }I- •0 �
.dl i- -- MH -
my % T--'--- r "-
SSMH 2
w TSMH .. .: . ...... ... ........ ..: �. a ... ..• > �: ,,•� z r.q. .• : :«. . h" . =r.'� � e: . wV' i• • �w•
• S'
•
R-'
)
-
- - - ----
CL
_
- - - - - - - - ------ - - - - - - - - -
- - - i - - - - - - - - - - - - - - - - - - - -_"-
- I REILLY ROAD
t
� a
c a
J �
0 a
v
o
0 °
t
� Y
a
Y
_ r
Y o+
� o
n
E
" U
N a
n °
22 LF OF
FLARED END SECTION WITH 8. DI -
RIP RAP APRON (TYP.). 0 0.50%
SEE SIZING SHEET C12.00 FES-13
LINV: 239.40
:110 RBA: 240-40
. -- _- -- INV IN: 236.90 (CO-14)
241.-INV
Z36.�-(Cb-11)
78
241.56 HP INV O.242.20
' UT: 236.33
v v ro M 1e a
LEGEND
•
STORM MANHOLE (MH)
OL
LIMITS OF CONSTRUCTION
1PF
TREE PROTECTION FENCE
F01
CONTROL STRUCTURE (CS)
PROPOSED CONTOURS
EXISTING CONTOURS
CM
FLARED END SECTION (FES)
CO 1
RIP -RAP
• - ROOF DRAIN CLEANOUT
x 10.58 PROPOSED SPOT ELEV.
(HP) HIGH POINT STORM PIPE
-8
(LP) LOW POINT SOIL BORING
STORM DRAIN
MANHOLE
241.78--�
��241.15
11241.27-, .n
GRAPHIC SCALE IN FEET
0 10 20 40
Approved 3tormwater Permit Documents
Construction in accordance with these documents is
required by the stormwater permit. North Carolina
rules require that the stormwater system designer
Inspect during construction; certify conformity with the
plans and specs; and certify compliance with the
stormwater rules. (15A NCAC 2H .1008 (j) )
Permit#.SLt%G/ UBO Date 8 L6- /S/-
by'29 .../a.?/ NC Division of Water Quality
Sheet # e 4=. ao Revision Date i3 ( •Tu
KHA PROJECT
• 011737212 �""'/�/ SHEET NUMBER
DATE
im a >�� Qrn FT. BRAGG, NORTH
n 5 REVISED PER 12" WATERMAIN LOCATION 8/18/14 DAW
5/14/14
SCALE AS SHOWN CAROLINA = = GRADING AND DRAINAGE PLAN
00 3 REVISED PER FT. BRAGG COMMENTS - RAY BARBEAU (7/2/2014) 7/7/14 BJC © 2014 KIMLEY-HORN AND ASSOCIATES, INC. C4 00
' 2 REVISED PER DPW COMMENTS - LEE WARD (6/12/14) 6/18/14 BJC 333 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601 DESIGNED BY PAB PREPARED FOR H F :�
b o F 'gyp.
1 REVISED DRIVE-THRU WIDTHS PER OWNER REQUEST 6/4/14 OAW PHONE: [phone] FAX: [phone] DRAWN BY DAW CIN� �\\
FIRST CITIZENS BANK;rFR A••g�5'
WWW.KIMLEY-HORN.COM
o No. REVISIONS DATE BY NC LICENSE #F-0102 CHECKED BY PAB �i11��4
i

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DRAINAGE AREA: 0.3624 AC
IMPERVIOUS AREA: 0.2633 AC
I_ ..._. PERVIOUS AREA: 0.0991 AC
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DRAINAGE AREA: 0.4149 AC
IMPERVIOUS AREA: 0.2863 AC
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- STORM DRAIN INVERTS - -
SEWER DRAIN INVERTS -
SDMH(Ft
SSMH#I
RIM= 242.))01'
RIM= 238..98'
INV IN(NWINV �237.91'
2878-
OUT(SE)
INV OU (SW) 231.
SDMH#2
SSMH#2
RIM= 241.99'
RIM= 239.70'
INV IN(NW = 238.49'
INV IN(NE = 230.20'
INV OUT( E)= 238.49'
INV OUT( E)= 230.00'
SDMH 3
SSthi3
RIM 242.51'
RIM = 236.99'
INV OUT(SE)= 238.81'
INV IN(NE)= 224.99'
INV OUT(NE)= 224.99'
TN
TOP= 241.27'
INV OUT(SW)= 239.37'
- SIGN LEGEND -
S1 ONE WAY
DW
S2 NO RIGHT TURN
TOP= 241.15'
S3 DO NOT ENTER
INV IN(15"RCP)= 236.75'
S4 NO PARKING
INV IN(SW)= 236.55'
S5 EXCHANGE
INV OUT( 4"RCP)= 236.45'
S6 STOP
S7 YIELD
DIA3
T = 241.54'
INV OUT(NE)= 239.44'
- LEGEND -
CONCRETE
I
0Ig4
TOP= 239.21'
® BRICK
INV IN(SW))= 235.61'
SDMH STORM DRAIN MANHOLE
I
INV OUT(SE)= 235.21'
SSMH SANITARY SEWER MANHOLE
RCP REINFORCED CONCRETE PIPE
DI 5
W YARD INLET
Te = 238.78'
DI DRAIN INLET
INV IN NW = 234.68:
HW HARDWOOD
/
INV INS = 234.78
INV OUT( E)= 234.58
TRPL TRIPLE
II
P PINE TREE
UFOP UNDERGROUND FIBER OP71C POST
YI 1
TOP= 240.85'
DIP DUCTILE IRON PIPE
j
INV IN NW - 238.25:
TMH TELEPHONE MANHOLE
INV IN(SYO= 238,35
TSMH TRAFFIC SIGNAL MANHOLE
INV OUT(NE)= 237.75'
EMH ELECTRIC MANHOLE
FH FIRE HYDRANT
TBM TEMPORARY BENCHMARK
El FIBER OP77C BOX
,0' U71UTY POLE
❑r TELEPHONE PEDESTAL
® TRAFFIC SIGNAL BOX
UTILITY POLE K17H LIGHT
WATER VALVE
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- 7MH ,
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�\ - UFOP,! TOTAL DRAINAGE -AREA: 14368 AC P _ _ I ,�� I [ltiFO
L F 18"RC� — —— — — — — — — — -TOTAL--IIMPE-RVMS AREA-. 6 586Y_
= 238.67' 15"RCP CI° -- _— ---�E-=--
--- — -- #5 1
(SIAC�ERVIOT/S AREA: 0.8686 A
— _---E-- ��} E --—T31E-0.76 GFS 10 -- —_.
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' -TSMH 2 Q10: 1.93 CFS I p D!� i, SSMH1 y Ap"
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TSMH
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LEGEND
LIMITS OF CONSTRUCTION
•
STORM MANHOLE (MH)
a
TREE PROTECTION FENCE
CONTROL STRUCTURE (CS)
1PF
PROPOSED CONTOURS
EXISTING CONTOURS
CM
FLARED END SECTION (FES)
. CO-1
ROOF DRAIN CLEANOUT
RIP -RAP
a
x 10.58 PROPOSED SPOT ELEV.
(HP) HIGH POINT STORM PIPE
(LP) LOW POINT
/l
O�
/'P
5.
GRAPHIC SCALE IN FEET
0 10 20 40
Approved 3tormwater PermitlDocuments
Construction in accordance with these documents is
required by the stormwater permit. North Carolina
rules require that the stormwater system designer
Inspect during construction; certify conformity with the
plans and specs; and certify compliance with the
stormwater rules. (15A NCAC 2H .1008 (j) )
Pe-rm1it,�#-,,$lrlG/yO80y Date B LE-/V
bye /�..6/i NC Division of Water Quality
Sheet # y Z_ Revision Date / • /
r KHA PROJECT
Ln �� v SHEET NUMBER
�� 011737212 �� AAtICAR,� �: '
HDATE FT. BRAGG, NORTH
m 5 REVISED PER 12" WATERMAIN LOCATION 8/18/14 DAW KaiI�1 (ely, orCI 5 14 14 POST DEVELOPMENT D RA I N AG E
c SCALE AS SHOWN CAROLINA
J ©2014 KIMLEY-HORN AND ASSOCIATES, INC. = 5 _ ��
2 REVISED PER DPW COMMENTS -LEE WARD (6/12/14) 6/18/14 81c 333 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601 DESIGNED 6Y PAB PREPARED FOR a' FH E` O AREA
q •,�J .,GINF...Z.
PHONE: [phone] FAX: [phone] DRAWN BY DAW oR A
1 REVISED DRIVE-THRU WIDTHS PER OWNER REQUEST 6/4/14 DAW FIRST CITIZENS BANK ��' /rUllilttt IJ
o No. REVISIONS DATE BY WWW-KIMLEY-HORN.COM NC LICENSE #F-0102 CHECKED BY PAB
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