SW6110705_APPROVED PLANS_20110808

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
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DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

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KHA PROJECT NO- 62332009 z
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LEGEND
EXISTING DESCRIPTION PROPOSED EXISTING DESCRIPTION PROPOSED
- -
PROPERTY/ROW
SETBACK
EASEMENT
CENTERLINE
MONUMENT
-
IRON PIPE/ROD
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-[ .
BUILDING
WETLANDS
"- - --_-- "- -
EDGE WETLAND
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SIGN
STREAM
GRAVEL ROAD
EDGE PAVEMENT
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CURB LINE
EDGE WATER
TREELINE
... .__. -. ,r.._._ ._.... .__
CONTOURS (MAJOR)
CONTOURS (MINOR)
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GAS
WATER
- -.... ,. __..
SEWER
STORM DRAIN
FORCE MAIN
LIMITS OF
DISTURBANCE
SILT FENCE
TEMPORARY DIVERSION
DITCH
TREE PROTECTION
CONSTRUCTION
ENTRANCE
250
GAS
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SS
15" RCP
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- - - - -- - 5` - -- - -- OVERHEAD ELEC 09E
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UNDERGROUND ELEC UGE
--- --- UNDERGROUND UNKNOWN UTILITY
TELEPHONE PEDESTAL
TRANSFORMER PAD
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13
CAP
WATER SERVICE
HYDRANT
MANHOLE
SANITARY SERVICE
LIGHT POLE
UTILITY POLE
CATCH BASIN
FLARED END SECTION
CONTROL STRUCTURE
HEADWALL
MANHOLE
POTABLE WELL
CULVERT
SPOT GRADE
CHAIN LINK FENCE
BARB WARE FENCE
STOCKADE FENCE
STONE WALL
DECIDUOUS TREE
CONIFEROUS TREE
SILT FENCE
GUARDRAIL
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BENCHMARK
NCGS-NORTH CAROLINA GEODETIC MONUMENT
SPOT ELEVATION X 342.00
STORMWATER AREA
GEOTECHNICAL BORING
GENERAL NOTES
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 PICERNE CONSTRUCTION (PC) PRIOR TO THE COMMENCEMENT OF WORK.
3. CONTRACTOR SHALL NOTIFY PICERNE CONSTRUCTION (PC) 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 PC.
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.
B. 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 SEE NOTES SHEET CO.02.
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 PC 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 PC, 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. 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 AS DIRECTED BY PC 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 U�WS, 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 ASSOCIATE`, INC.
19. THE GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY PROTECTION FOR THE WORK UNTIL TURNED OVER TO PC.
20. THE CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DRAWINGS ON SITE DURING ALL
PHASES OF CONSTRUCTION FOP', 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.
25. ALL STREETLIGHTS ARE BEING COORDINATED BY RON PHILLIPS AT [phone].
GRADING NOTES
1. GRADE GRASSED AND LANDSCAPED SURFACES TO SLOPE AWAY FROM EXTERIOR OF PROPOSED BUILDINGS AT MINIMUM 5%
FOR 10 FEET AND MINIMUM 2% BEYOND 10 FEET.
2. GRADE PAVED SURFACES TO SLOPE AWAY FROM EXTERIOR OF PROPOSED BUILDINGS AT MINIMUM 2% FOR 10 FEET.
3. MAXIMUM SIDEWALK GRADE ADJACENT TO BUILDING DOORWAYS SHALL BE 4X
4. SIDEWALK GRADES SHALL CONFORM TO THE FOLLOWING GUIDELINES: MINIMUM 0.5% AND MAXIMUM 8% PROFILE GRADE; AND
2% CROSS SLOPE.
5. GRADE DRAINAGE SWALES AND DITCHES AT MINIMUM 2% PROFILE GRADE UNLESS NOTED OTHERWISE.
6. CONTRACTOR SHALL NOTIFY ENGINEER IF SITE CONDITIONS OR OTHER FACTORS DISCOVERED DURING CONSTRUCTION WOULD
PREVENT CONFORMANCE WITH THESE GUIDELINES.
7. RESTORE ALL DISTURBED AREAS NOT RECEIVING PAVEMENT OR OTHER SURFACE TREATMENTS WITH 4" TOPSOIL AND SEED.
ABBREVIATION LIST
j AASHTO- AMERICAN ASSOCIATION OF STATE HIGHWAY
AND TRANSPORTATION OFFICIALS
AD- ANGLE DEVIATION
APPROX- APPROXIMATE
AWWA- AMERICAN WATER WORKS ASSOCIATION
BFE- BASEMENT FLOOR ELEVATION
BVCE- BEGINNING VERTICAL CURVE ELEVATION
BVCS- BEGINNING VERTICAL CURVE STATION
CB- CATCH BASIN
CGO- COMPANY GRADE OFFICER
CMP- CORRUGATED METAL PIPE
CONC- CONCRETE
CSM- COMMAND SERGEANT MAJOR
D- DELTA
DB- DRAINAGE BASIN
DIP- DUCTILE IRON PIPE
DMH- DRAIN MANHOLE
E- EAST
ELIP- ELLIPTICAL
EX OR EXIST- EXISTING
FES- FLARED END SECTION
FFE- FINISHED FLOOR ELEVATION
FGO- FIELD GRADE OFFICER
FT- FEET
GFO- GENERAL FLAG OFFICER
GI- GRATE INLET
GRD- GROUND ELEVATION
GV- GATE VALVE
HC- HANDICAPPED
HORIZ- HORIZONTAL
ID- INSIDE DIAMETER
I.D.- IDENTIFICATION
INV- INVERT
JNCO- JUNIOR NON-COMMISSIONED OFFICER
K- K VALUE
LEN- LENGTH
LF- LINEAR FEET
MH- MANHOLE
MIN.- MINIMUM
MUTCD- MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
N OR NO- NORTH
NAD- NORTH AMERICAN DATUM
NAVD- NORTH AMERICAN VERTICAL DATUM
s NCDENR- NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
NCDOT- NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
NIC- NOT IN CONTRACT
NPDES- NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM
N`, NOT TO SCALE
Oh-- OUTSIDE DIAMETER
ONUS- OLD NORTH UTILITY SERVICES
CS:iA- OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION
P: - PIPE END
- F:CERNE CONSTRUCTION
PC-- ?OINT OF CURVATURE
PI- POINT OF INTERSECTION
PMH- PICERNE MILITARY HOUSING
PT- POINT OF TANGENCY
PVC-- POLY VINYL -CHLORIDE PIPE
FM- POINT OF VERTICAL CURVATURE
PWBC- PUBLIC WORKS BUSINESS CENTER
R- RADIUS
RCF- REINFORCED CONCRETE PIPE
RCW- RED -COCKADED WOODPECKER
S- SLOPE
S OR SO- SOUTH
S13- SEDIMENT BASIN
SD- STORM DRAIN
SEC- SEDIMENT AND EROSION CONTROL
SGO-- SENIOR GRADE OFFICER
SMH- STORM SEWER MANHOLE
SNCC- SENIOR NON-COMMISSIONED OFFICER
SP- SPACE
SS- SANITARY SEWER
SSMH- SANITARY SEWER MANHOLE
STA- STATION
SWL- SINGLE WHITE LINE
SWM- STORMWATER MANAGEMENT
TBD- TO BE DETERMINED
TEMP- TEMPORARY
TYP- TYPICAL.,
VC- VERTICAL CURVE
VERT- VERTICAL
W- WEST
YI- YARD INLET
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FORT BRAGG
RCI FAMILY
HOUSING
FORT BRAGG, NC
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DEVELOPER:
BRAGG BRAGG-PICERNE
COMMUNITIES, LLC PARTNERS, LLC
CONSULTANTS:
CIVIL
Kidey-Horn and Aswdates, kr-
NC License OF -ow
333 FayeveviNe Skeet
Raleigh, NC 27601 '
T 919.677.2000
F 919.653.5847
ARCHITECT
Cooper Carry. Inc.
3520 PMWM Road, N.E.
AIIaMa, GA. 30305-1595
T 4042372M
F 404.237.0276
'SURVEYOR
McKim 14 Creed
104 GiOespie Street
Fayetlevins, NC 28301
T 910.323.3400
F 910.323.t8EB
GEOTECHNICAL ENGINEER
ECS Canna, LLP
726 Ramsey Street, Suite 3
Fayedeui0e, NC 2B301
T 910.401.3288
F 910.323.0539
SEAL:
PROJECT PHASE:
LINDEN OAKS
PHASE 2G
DRAWING TITLE:
LEGEND AND
GENERAL
NOTES
ISSUED FOR:
CIVIL
DRAWINGS
ISSUE DATE: 7/18/11
REVISIONS:
7/18/111FOR DWQ APPROVAL
SHEET: C0.01
KHA PROJECT NUMBER:
l'.
DISCIPLINE: CIVIL ENGINEERING
0 2011 KIMLEY-HORN AND ASSOCIATES, INC.
t

GRADING:
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.
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.
ALL FILL TO BE COMPACTED PER THE RECOMMENDATIONS OF A GEOTECHNICAL ENGINEER.
LIMITS OF CLEARING SHOWN ON GRADING PLAN ARE BASED UPON THE APPROXIMATE CUT AND FILL SLOPE UNITS,
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 INSURE 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 McKIM & CREED.
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
13ELOW THE STRUCTURE.
ALL FOUNDATION EXCAVATION 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 UP FOR CATCH BASINS.
ALL PIPES SHALL BE RCP CLASS Ill, 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.
EXISTING AND .'PROPOSED GRADE CONTOUR INTERVALS ARE SHOWN AT 1 FOOT.
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTIUTIES 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.
DRAINAGE:
STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED:
TYPE is RCP. CLASS 111 PER ASTM C-76,WITH 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 PUSUC ROADS SHALL BE CLASS Ill REINFORCED CONCRETE PIPE UNLESS
SPECIFIED AS CLASS IV.
A MINIMUM GRADE OF 0.50% SHALL BE MAINTAINED ON ALL PIPES, UNLESS OTHERWISE NOTED.
ALL PIPE LENGTHS AND SLOPES ARE APPROXIMATE.
ALL PIPES SHALL 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 APPUCABLE CRITERIA:
A. NO MORE THAN 500 LF OF TRENCH MAY BE OPENED AT ONE TIME
& 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—FlLUNG 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.
PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION.
CATCH BASINS; MANHOLES, FRAMES, GRATES, ETC. SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION OF
THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) STANDARD DETAILS AND SPECIFICATIONS.
ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH 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 ANDRIP—RAP APRON MAY BE INSTALLED.
UTILITY NOTES:
CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH FORT BRAGG PWBC, HARNETT COUNTY, AND
NCDENR STANDARDS AND SPECIFICATIONS. ALL SEWER LATERALS SHALL BE PVC (SDR 35). ALL SEWER MAINS
SHALL BE PVC (SDR 35). UNLESS OTHERWISE NOTED. WATER MAWS LARGER THAN 2• SHALL 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).
LOCATION 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.
STANDARD DEPTH OF COVER FOR WATER MAINS TO BE 3FT EXCEPT AT VALVES OR HYDRANT LOCATIONS. 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 REQUIREMENT IS 18" MINIMUM CLEARANCE
BETWEEN WATER MAINS AND STORM SEWER PIPES.
WATER LINES SHALL BE NO CLOSER THAN 1OFT HORIZONTALLY FROM PARALLEL SEWERS AND NO LESS THAN 18"
VERTICALLY ABOVE/BELOW CROSSING SEWERS. IF THESE CLEARANCES ARE NOT MET THEN DUCTILE IRON PIPE IS
REWIRED FOR BOTH THE SANITARY SEWER MAIN AND THE WATER MAIN.
THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A WATER SERVICE LINE TO EACH UNIT. WATER SERVICE LINE
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.
ALL TAPS OR CONNECTIONS TO HARNETT COUNTY WATER MAINS SHALL BE COORDINATED BY THE CONTRACTOR
WITH HARNETT COUNTY, THE CONTRACTOR SHALL NOT OPERATE ANY MUNICIPAL VALVES UNLESS AUTHORIZED
BY HARNETT COUNTY.
FLUSHING AND PRESSURE TESTING OF ALL NEW MAINS IN ACCORDANCE WITH AWWA STANDARD G600 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 HARNETT COUNTY.
PRESSURE REDUCING VALVES WILL BE REQUIRED ON THE DOMESTIC WATER MAINS IF THE STATIC PRESSURE AT
THE BUILDING EXCEEDS BOPSI.
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 0.40R
SANITARY SEWER LINES SHALL HAVE A MINIMUM COVER OF 7FT WHEN SERVICING A UNIT AND 3.5FT WHEN IN
OPEN SPACE.
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. MAXIMUM SPACING OF CLEANOUTS ON 4 INCH SEWER LATERALS IS 75 FEET AND 100 FEET ON 6 INCH
SEWER LATERALS. 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 SERVICES SHALL HAVE A MINIMUM CLEARANCE OF TWO FEET FROM STORM DRAINS AND OTHER
UTILITIES.
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 UTILITIES 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.
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 PW43C, HARNETT COUNTY, 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
CONSTRUCTION SEQUENCE:
OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES (NCDENR).
SET UP AN ON —SITE PRECONSTRUCIION CONFERENCE WITH THE NORTH CAROUNA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES EROSION CONTROL INSPECTOR [PH, 910.486.15411 TO DISCUSS EROSION CONTROL
MEASURES.
MAKE EROSION CONTROL INSPECTOR AWARE OF THE LOCATION OF ON —SITE AND OFF —SITE WASTE BURIAL AREAS
AND BORROW SITES, IF POSSIBLE.
PERIMETER CONTROLS ARE TO BE INSTALLED IN THE FOLLOWING ORDER: 1) CONSTRUCTION ENTRANCE, 2) SILT
FENCE, 3) CLEAN WATER DIVERSION BERMS 4) SEDIMENT SKIMMER AND RISER BASINS, 5) DIVERSION DITCHES, 6)
CHECK DAMS, AND 7) OTHER MEASURES AS SHOWN ON PLANS, CLEARING ONLY AS NECESSARY TO INSTALL
THESE DEVICES.
CLEAN WATER DIVERSION BERMS MUST BE COMPLETELY STABILIZED BEFORE THEY CAN BE USED TO BYPASS
CLEAN WATER. THEY ARE TO BE SEEDED AND MATTED IMMEDIATELY FOLLOWING THEIR CONSTRUCTION.
INSTALL THE PROPOSED PERMANENT 24• RCP OUTLET TO ACT AS THE RISER BARREL IN RB-4. INSTALL A
TEMPORARY 36" CMP RISER TO ACT AS THE PRIMARY SPILLWAY FOR THE RISER BASIN.
CALL 910.433.3300 FOR ON —SITE INSPECTION BY NORTH CAROLINA DEPARTMENT OF OF ENVIRONMENT AND
NATURAL RESOURCES INSPECTOR. BEGIN CLEARING AND GRUBBING FOLLOWING ACCEPTANCE OF NCDENR
INSPECTOR
CLEAR TREES AND VEGETATION AND DEMOLISH EXISTING ASPHALT DRIVES, PARKING AREAS ETC., AS NECESSARY
WITHIN THE LIMITS OF DISTURBANCE. INSTALL TEMPORARY ACCESS ROADS, AS NEEDED.
PMH WILL COORDINATE STOCKPILE AREAS AS NEEDED WITH THE CONTRACTOR. EACH STOCKPILE AREA MUST BE
ENCLOSED WITH SILT FENCE.
MASS GRADE AS NECESSARY WITHIN THE LIMITS OF DISTURBANCE. AS GRADING OPERATIONS PROGRESS, ADJUST
DIVERSION DITCHES, TEMPORARY SWALES, AND OTHER CONTROL MEASURES AS NEEDED TO MAINTAIN POSITIVE
FLOW AT ALL TIMES INTO EROSION AND SEDIMENT CONTROL DEVICES.
UTILITIES MAY BE INSTALLED AS MASS GRADING IS COMPLETED. INSTALL PROPOSED STORM SEWER SYSTEM AND
INLET PROTECTION.
STUB OUT STORM PIPES TO SEDIMENT BASINS AS NOTED ON THE EROSION CONTROL PLANS. CONCENTRATED
RUNOFF MUST BE DIRECTED TO SEDIMENT BASINS UNTIL ADEQUATE GROUND COVER IS ESTABLISHED AND
VERTICAL CONSTRUCTION IS COMPLETE.
THE PROPOSED STORMWATER BMP'S SHALL ACT AS ROCK PIPE INLET PROTECTION UNTIL AREAS UPSTREAM ARE
STABILIZED.
ONCE ROADS HAVE BEEN MASS GRADED WITHIN EACH AREA, PROVIDE STABILIZED BASE/SUBBASE MATERIAL.
ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND
SEDIMENT CONTROL PLANNING AND DESIGN CONTROL MANUAL, U.S. DEPT, OF AGRICULTURE AND U.S. SOIL
CONSERVATION SERVICE.
THE CONTRACTOR SHALL PROVIDE GROUND COVER ON ALL EXPOSED SLOPES WITHIN 21 CALENDAR DAYS
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.
THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION AND SEDIMENT CONTROL
DEVICES AND STRUCTURES TO MINIMIZE EROSION AND POTENTIAL OFFSITE SEDIMENTATION. THE CONTRACTOR
SHALL MAINTAIN CLOSE CONTACT WITH THE NCDENR EROSION INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE
PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION.
ONCE ROADS HAVE BEEN MASS GRADED WITHIN EACH DRAINAGE AREA, FINE GRADE ALL ROAD SURFACES.
PAVE ALL ROAD SURFACES. ONCE PAVING IS COMPLETED, BEGIN VERTICAL CONSTRUCTION.
COMPLETE BUILDING CONSTRUCTION.
ONCE VERTICAL CONSTRUCTION IS COMPLETE, INSTALL FLARED —END SECTIONS AND RIP RAP AS NOTED ON THE
GRADING AND DRAINAGE/EROSION CONTROL PLANS.
A'
REMOVE SEDIMENT BASINS (EXCLUDING RB-4 WHICH WILL BE CONVERTED TO A STORMWATER INFILTRATION BASIN),
COMPLETE GRADING IN DIVERSION DITCHES AND TEMPORARY SWALE AREAS. REMOVE ANY SOFT SUBBASE
MATERIALS AND PLACE STRUCTURAL FILL AS REQUIRED BY THE GEOTECHNICAL ENGINEER.
EXCAVATE ANY UNSUITABLE MATERIAL IN RB-4 AND PROPOSED BMP'S AND CONVERT TO AN INFILTRATION
BASINS AS DETAILED IN THE PLANS.
FINE GRADE ALL REMAINING AREAS AND PERMANENTLY STABILIZE THOSE AREAS
EROSION CONTROL:
TOTAL AREA WITHIN SITE LIMITS = 34.43 AC.
TOTAL AREA DISTURBED = 34.43 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. - r
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 MEN 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 SOLED 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 ALL EXPOSED SLOPES WITHIN 21 CALENDAR DAYS
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. REFERENCE PHASE 2 EROSION CONTROL PLANS FOR PROPOSED RECP AREAS.
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 REWIRED 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 UNITS 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.
FT. BRAGG SEEDING SPECIFICATIONS:
1• AREA WILL BE TILLED TO 4" DEPTH
2. APPLY LIME AT 50 LEIS PER 1000 SQUARE FT OR 1 TON PER ACRE
3. APPLY 10-20-20 FERTILIZER AT A RATE OF 850 LEIS PER ACRE OR 20 LEIS 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 LIME AND FERTILIZER WILL BE WORKED INTO THE TOP 2 INCHES OF SOIL PRIOR TO SEEDING.
5. SEED MIX AND RATE,
"COOL SEASON': PLANTED BETWEEN 1 SEPTEMBER AND 28 FEBRUARY
50 LEIS PER ACRE SOFT RED WINTER WHEAT. "NO RYE GRASS"
25 LEIS PER ACRE COMMON BERMUDA (CYNODON DACTYLON), HULLED
15 LEIS PER ACRE COMMON BERMUDA (CYNODON DACTYLON), UNHULLED
"WARM SEASON": PLANTED BETWEEN 1 MARCH AND 31 AUGUST
50 LEIS PER ACRE GERMAN (SETARIA ITAUCA), BROWN TOP (SETARIA ITAUCA), OR FOX TAIL MILLET (BRACHARIA
RAMOSUM)
50 LEIS PER ACRE COMMON BERMUDA (CYNODON DACTYLON), HULLED
"COOL SEASON": PLANTED BETWEEN 1 SEPTEMBER AND 28 FEBRUARY
120 LEIS PER ACRE SOFT RED WINTER WHEAT.
"WARM SEASON": PLANTED BETWEEN i MARCH AND 31 AUGUST
65 LBS PER ACRE GERMAN (SETARIA ITAUCA), BROWN TOP (SETARIA ITALICA), 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 ENTIRE AREA APPEARS BLACK IN COLOR. THIS METHOD
TO BE UTILIZED IN BOTH TEMPORARY AND PERMANENT CONDITIONS
HYDROSEEDING: HYDROSEEDING SHAII ONIII BE At OWABLE ON SL OPFS c EPFR THAN I HORIZONTAL TO 1
VERTICAL STEPS 1 THRU 4 MUST BE COMPLETED PRIOR TO HYDROSEEDING HYDRO SEEDING SHOULD BE
APPLIED IN TWO APPLICATIONS. THE FIRST APPLICATION WILL CONSIST OF 1/3 OF THE MULCH AND 2/3 OF THE
SEED AND THE SECOND APPUCATION WILL CONSIST OF 2/3 OF THE MULCH AND 1/3 OF THE SEED. THE MULCH
WILL INCLUDE A TACKIFIER AND WILL BE APPLIED AT A RATE OF MINIMUM OF 2,000 LEIS 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.
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 DEMOLITIONFAND OR THIS VAT. EFFORTS SHALL BE PERFORMED IN ACCORDANCE WITH THE DEMOLITION
SPECIFICATIONALL 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.
FORT BRAGG
RCI FAMILY
HOUSING
FORT BRAGG, NC
OWNERS DEVELOPER:
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 A150 REQUESTED TO SAVE ALL OTHER
BRAGG BRAGG-PICERNE
EXISTING TREES AND SHRUBS WHERE POSSIBLE.
COMMUNITIES, LLC PARTNERS, LLC
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
CONSULTANTS:
FORMS }{EN TREE ROOTS ARE ADJACENT TO PROPOSED CURB & GUTTER OR SIDEWALK.
z
CIVIL
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
'ANY
IOlR4-Hom and ASsDoates, Iec.
NCLlcense4lF-0102
BEFORE DEMOLITION, GRADING OR CONSTRUCTION BEGINS, AND NOT REMOVED UNTIL FINAL INSPECTION.
333Fayetteville Skeet
Raleigh, NC 27601
T 919.677.2000
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.
F919.W.5847
TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION, CLEARING, GRADING OR CONSTRUCTION BEGINS
AND IS NOT TO BE REMOVED UNTIL AFTER CONSTRUCTION.
ARCHITECT
Cww Carry. Inc.
TREE PROTECTION FENCE IS -TO BE LOCATED 1 FOOT PER TREE DIAMETER INCH AWAY FROM THE TREE.
13520 Piedmont Road, N.E.
Atlanta, GA.3030645%
T 404.237.2000
F 404.237.0276
SEEDBED PREPARATION:
GRADED SLOPES AND FILL — THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE
SURVEYOR -
ANGLE WHICH CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR
"mBCreed
STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED SHALL, WITHIN 21 WORKING DAYS OF COMPLETION OF ANY
OF GRADING, BE N OTHERWISE PROVIDED WITH GROUND COVER, DEVICES, OR STRUCTURES
104GilespteStreet
SUFFICIENT TO RESTRAIN EROSIOPHASE
Fayeflevb,NC28301 '
T 910.323.3400
GROUND COVER — WHENEVER LAND DISTJRBING ACTIVITY IS UNDERTAKEN, A GROUND COVER SUFFICIENT
TO RESTRAIN EROSION MUST BE PLANTED OR OTHERWISE PROVIDED WITHIN 21 CALENDAR DAYS OF
F910.323.10A
'
COMPLETION OF ANY PHASE OF GRADING
GEOTECHNICAL ENGINEER
SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO THE PLANS.
ECS Cardum, LLP
AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL 4" DEEP. TOTAL SEEDBED
.726 Ramsey Street, Suite 3
Fayetteville, NO 28301
PREPARED DEPTH SHALL BE 4" TO 8" DEE
T 910.401.3288
LOOSE ROCKS, ROOTS, AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFACE SO THAT THEY WILL
F 910323.0539
NOT INTERFERE WITH ESTABLISHMENT AND MAINTENANCE SO 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 LIME AND FERTILIZER ACCORDING TO THE SOIL TEST REPORT.
LIME AND FERTILIZER SHALL BE APPLIED L;M ORMLY AND MIXED WITH THE SOIL DURING SEEDBED PREPARATION
SPECIFICATION NOTE
SPECIFICATIONS AND STANDARDS NOT REFERENCED HEREIN MUST CONFORM TO THE
MOST CURRENT VERSION OF HARNETT COUNTY STANDARDS AND SPECIFICATIONS.
6•
i
4 ,
SEAL: -
PROJECT PHASE:
LINDEN .OAKS
PHASE 2G
DRAWING TITLE:
GENERAL
NOTES
ISSUED FOR:
CIVIL
DRAWINGS
ISSUE DATE: 7 / 18 / 11
REVISIONS:
17/18/11 1FOR DWQ APPROVAL
SHEET: C0..02
KHA PROJECT NUMBER:
DISCIPLINE: CIVIL ENGINEERING
© 2011 KIMLEY—HORN AND ASSOCIATES, INC.

UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D 2487)
f&* Division Group S bits Typical NamesLaboralory Clsaelfication Criteria
SoupWelt-gradel
(Navels gravel.
6y(
sand MxNras. C48e or no
o
C,=1)elDw omater than 4
snag i
C% =(D;a 4D„ dl.)hot~ 1 and 3
Z.�-'�Poaty
graded Crawl
13
GP
grevo-sand. miAturns
no fines
_.
Not m at ern+nts for GIN
4on v
�r
yq
$
(
o
}i02
agG
Silty gravels.. gravai-sand
mixerM.
T�i
i
ARarberg knits below "A* IRte
or Ft less than
I Above W I e with P.I.
8 : m
,.,,
i
between 4 and 7 are
g u
borderline cases remorse
-
i a
use of dust symbols
♦�''
Q GC
(xayey CTaveis;. gravei-sarlc,
w m
Aaerbera kinds. below W late
$
I
chry mixtures
c
or P-i..less than 7
C. = two. greater ow 6
--
X
n SMgraded
WOO-0 sands. Craysny
I I 7
NI
2
sands, irtee or no irks
I z ,, aL
C, (Dao)1((Onx0w) between 1 aid 3
a
----.�-
i
e
F
+ Sp
Sangradedsands, graveNY
poorly little or m no fines
Ran
y
� m u �j
Not meefvtg. ad ggradationraquuaTants for Syr
i
all u' f
___
c
Attarbero hours,above W heir,
.'.g
SfJ•Silty
sands.sand-slltmbdina;
or p,l. 1045 than 4.
Limits pkftng in CL-ML
zone putt Pt. between 4
75
'o
and 7 are borderline
E
P G
'
cases mquoing use of
did symbols
a1 :' se
Clayey sands, sand.rJay
u o o
Anerberg hints above "A" line
I
i
mixtures
O G
with P.I. greater than 7
'
inorganic sftsT and mny Gnn
sands, real, Der,oetty or
<
Plasticity Gltan
r
SS
F
clayey fine sands, or Uayey
I silts with s5 hl utknyr_,�
5
Inerganid csip of law to
I CL
medium plasticity: gravelly
days, Sandy clays, airy clays,
low day$
t Organic ails and organ,
OL
4 days of row Plasticity
- -
-
Inorganw sets, micaeaars ar
$
MN
diatu ttn; us nee sandy or
salty sods,. elastic sins
i
T
CH
i inorganic days of trgh
i plautciy, let Goya
0H
i ftanic days of medium to
j high Plasticity, orgaao adt3
3
- I31Waee at t.M and 5M gterrps eve SUOOMt
L L is 29 or fees and d,a P.I. is a or less; the
s Bord4rkte dassiki;bOnS..used for eels rx
GW-GC.wellyraded grevelkeand mixture will
PI I Poet and other higfdycrgen(c
I sell$
_- -
tl and u are Mr toads and ansekls wry. Subtl�ion is ttasad on Arterbonj iimlts, suRix d used wl+en-
usedwher L.L. is greater than 2e<
O. draracUNistics of two groups. are designated by combinations of group sy:nbcis, For example:
i
A
lute
50
I
C31
-
s 4030
c I
_
-.._.
... ,
ke amdOH
N NTH
t0'
I
f4'ado
0 10 20 30 46 5G 60 70 90 '96 101)
Liquid Limit
GLINT
JOB /.
BORINe !
11
an=
��me
Picerne M111fory Housing
1600
t1
1 1 or 1
LIP
PRW= RAKE -
A[ZC1DTti(S-ExGI1N6!'IIt
Crow the Arm - PYH - Linden Oaks Phase I
SM LOCATION
-0- CAl1 worn P
Linden Oaks, Spoilt Springs. NC
1 a s a e+
Wm' X comma X uw X
x -40- A
ROCK QUAUtt DXXUK4rAN A RODesget
RQDX-X-4 x 4 REQX-
---a
20X 40---6@X--567t-1
DESCRIPTION Or MATTZtRAL BBCLM rI=
BOTtWt OP cA9erG NIS-- LASS OF clRcatJmox 1
A
a
1
0 emrs
SO ae 40 e0+
SURPACR 1OLVATlux 351.0
0
Moist, loose, Tom, Slay, Mdlur SM
(skillb
350
l3'3-3f .
I
SS
)8
18
26 (a-111-ts)
Matt, Medium Dense, Tan, Orange, Red,
Ckayay, Medlar. SAND (SC)
2
SS
IS
15
5 .
345
26 Do-T3-14
3
SS
18
14
Moist, Medium Dan", Red, Orange, Cloyary,
MedumSAND (SC)
28 (14-114.14)
Motif. Madium owmo. Tan, Orange, Brown,
Clayey SAND (SC)
4
SS
18
12
1
340
Moist, Mdlum Danes, Ton, Rd. roily.
Medium SAND (SM)
5
SS
18
13
15 '
33
Moist, Medium Dennis. Ton, Brown. Dark
6
SS
38
12
20 -.
Red, Slightly $14. Poorly Graded tt
Medlum In coarse SAND (SP-SM!
END OF BORING 4)20.0'
33
1 25
1
325
i
I
I
3
-
1
6 TIE SMATO'iGT$I LIMES REPRESENT TK
1 V*L OR wD
A"ROXINKU WAGARY LIW-5 KTWMN SM TYPES
Dogma ani m 03 1 8 1 1
DI -SITU nE TRNSIUM MY RL. WMIAL
DRILLER- J d L Drilling, Inc.
prita mil p"Ace)
Dogma CONFIS O 03 18 1 1
CAN or mom a 18.0•
1 Zwi. :
Ra Mobito 0-47 e`4BBMe1111
DU21MG MM HW H.S.A 2 1/4
F
R
I
Relevance Notes for Serino Loos
I. Drilling and Sampling Symbols;
SS - Split Spoon Sampler
RB - Rock Bit Drilling
ST - Shelby Tube Sampler
BS - Bulk Sample of Cuttings
RC - Rock Core: NX. BX, AX
PA - Power Auger (no sample)
PM - Pressuremeter
HSA - Hollow Stem Auger
DC - Dutch Cone Penetrometer
WS - wash Sample
Standard Penetration (Slowan) refers to the blows per foot of a 140 Ill. hammer falling 30 inches on
a 2 inch O.D. split spoon sampler, as specified in ASTM D-16W. The blow daunt is commonly
referred to as the N-vatus.
E. Correlation of Penetration Resistances to Soil Properties:
fiela ive Densitl&ands. Silts
DonsistenCV Of Cohesive Soils
SPT-N Relative Density
N-Values Conststenav
0-4 Very Loose
0.2 Very Sort
5-10 Loose
3-4 soft
11 -30 Medium Dense
5-8 Firm
31- 50 Dense
9-15 Stiff
51 cr more Very Dense
16-30 Very Stiff
31-50 Hard
51 or more Very Hard
Ill. Unified Soil Classification Symbols:
GP Poorly Graded Gravel
ML Low Plasticity Silts
GW - Well Granted Gravel
MH High Plasticity Silts
GM Silty Gravel
CL Low Plasticity Clays
GC Clayey Gravels
CH high Plasticity Clays
SP Poorly Graded Sands
OL Lowy Plasticity Organics
SW - Well Graded Sands
OH High Plasticity Organics
SM Silly Sands
CL-iAL Dual Classification
SC - Clayey Sands
(Typical)
IV. Water Level Maasuransrit Symbols:
WL - Water Level BCR - Before Casing Removal
WS - While Sampling ACR - After Casing Removal
WD While Drilling WCI - Wet Cave in
DC1 - Dry Cave in
The water levels are those water levels actually measured in the borehole at the times indicated by the
symbol. The measurements are telatively reliable when augering, without adding Fluids, in a granular sail.
In clays and plastic silts, the accurate determination of water kneels may require several days for the water
level to stabilize. in such cases, additional methods of measurement are generally applied.
CL=
Picerne M1111cury Housing
40B if
160D
Dome if
B-12
BMW
I OF 1
L2,p.
P"Wr. NAME
Grow the Aker - PYH - linden Oaks Phase I
ARCImtrBCT-E4IGitiELR
,lase, Hrr, ee
am LOCATION
Linden Oaks, Spout Springs, NC
P CNJORlTBD P�icrioiBl�
I s toPa 4 s+
PLASM TAM LIQUID
IWir X ODR1SItT X uwr X
AQCX QUALM DamodAum A Recovs"
20 40#( 8D%t
0 mm"Mmurm
10 m 00 40 60+
zz
,•�
DESCRIPTION OF. IhLTERIAi. BNCLIBH SDtR'S
Liam®( OF CASING & low OP CMCNAMI#
Ig6
ti �
SURFACE CWATM 376.0
D
5
1
15
25-
30
Motif, Medium Donne. Rd, Silty. Into
SAND -(SM)
I
37
37
36
36
-350
-
23 (7-11-12)
15 0-s-s)
25 01-12-13)
22 (e-tP-IH
17 (7-6-10
10 (4-4-s) -
I
SS
18
14
Moist, 3MI, Granger Y411ew, Satdy SILT
(ML)
2
SS
18
12
3
SS
18
14
Motet, Meaumy Dense, Red, Drawn,. Slightly
SANO� (SP-SC) Graded, Moomm to Cow"
4
SS
IS
14
Motet, very Stiffii Ton, Light Croy. Red,
Sandy CLAY (Cit
Moist, MedkDennis,Dse, Rd, Orainga, Clayey,
AledilHn toCoorso SAND (SC)
-
-
5
SS
18
15
Moist tones, Ton. L{�It Gray, Red,
Silly, Me, SAND (SM)
END OF BORING 0 20.0'-355
6
SS
-
18
-
L8
TE STRATIFIrATMN LINES RLPRLWAT THE
AMQUUNTE larNART LDES MTVELN S116 TYPES ni?Slfll THE TRANaTM MY aE OVAnJAL
- Yn 0(atom
Sam amrst 03/17/11
DRILLER: J & L Drilling, Inc.
;wt(eCR) �Tn4ACaj
(karma COMYLU m 03 17 1 j
cAT% In D(W'rtt a 15.V
Zn
MSG WNW 6-47 sauct4N _
UNAMG kWMW H.S.A 2 1/4
CLIENT
Picerne MilitaryHousingI600
Joe !
TiORM 4
0-8
9fi6B'T
i aP 1
PAOIBCr NAM
Grow the Any - PYH - Linden Oaks Phos- it
ADCUr 'T-8MOa1=
��
eu ae
SM LOCATION
Linden Oaks, Spout S rings, NC
-(}- c4tAtrs
1 Y a e 4+
Pf4aTIC NAM LAM
IDR X co%TTaerX .rot X
I�11,tPACE'A"'
DESCRIPTION OF MAT5111 4 NNal4;rt UN=
am7QM OP CAM �-- I= Gar CIRMIATiOR I
t� 1!
x'�-�^�•�----a
Ram WARY DaLQ u mx a �COkW
/ -BDX
W1,--4QX 1101I_
0 Trawls"
10 ao d 40 +
364.0
(i...
5
1
15
20
25
E
E
13
i
Cry, _
WM. WiD ( )Tan, Sm. 3".
_
3
35
350
345
340
335
_
-
4-. (1-3-4
- ll 11-2-y
(0-10-211 39
0-13-1 32
29 (11-15-141
i
1
SS.
i8
12
of. Stiff, TOM onanRa. Rod. Sandy
tif.AY- ON)
2
SS
18
6
3
SS
16
12
Metal.- Medium DenHw Rod. 4Ort�a Clayey.
Medkum SANK (SC) 1191h Saw Mks
SAist (SC) e. Red. Orange,. CWM Medium
4
SS
IS
12
Motu. Dense. &GW Tat, oWq, Matltem
SAND (SC)
5
SS
18
12
Moist, M4KROm Dane. OranRs, Tao Rd,
49aytry, Medium to Coarse SANG (SC}
END OF BORING O 24.0,
6.
SS
--
18
16.
I THE STRATIFICATION LRES R€ wwrt TEE APPFUGMTE N"DA T -DA;S Ktwm SW- TyK3 IM-9110 THE. tAWSttm MY Me GWUAL.
:gwL OR are
MR" armar a 03/17/1 1
OR Uai J k L Drilling, Ina.
vargocs) jTl(ACS)
somm OMN%ww 03 17 11
CATS a w= a 1s.s
I Tall.
Rla Worker . 8-47 POLQIax
DVS let M H.S,A 2- 1/4
CLAM
SOB if
BOBBNQ !
zum
Picerne MilitaryHousin
160)
1 B-13
i or 1trm
PRO7XCf Ran
Grew the - PUN - Linden Oaks Philips I
AFCBRW-BR(' MM
LLP
wr4 of 1NA.
aria WATIOx
Linden Ooks, Spout Springs, NC
-0- MLMRW Pnattfwm
I a 2O"'8 4 e+
PIA87tc TAM UQtw
UI@ X CDKMW X Tam' X
4
a
rg
It
DESCFXMN OF JUTOJAL "'N" ,"S umeaLx
BOIT0M OF CUM W- Little Or CMC7 *nM TOM
1
Q1wm rlemmATLRx A lscovmy
RQDX- -� - RICA
20)IF -4az--6610-a6x---f:
0 sT.tU.1miR, , !R+t1oN
sQRPacR ciavATTar 361.0
0
10 eo Do 40 50+
Moist, (�, Brown, Ton, Ck", Modhml
7 0-3-41,
I
SS
IB
16
5
26(iw0-m)
Moan, Modksn Dorm, Tan Ororgo, Red.
Clayey, Medium SAND (SCj
2
SS
18
16
37
3
SS
18
14
1
7
21.(.-fa-tf):
Mtn
nwmSltNO (5kmn ' Orange.
y) vlHliSomsWily,
4
SS
18
16
37
5
SS
18
16
_
20
Motel• Mod10m Dan**, Tan, Light Cray,
Rd, SHgnNy rJoyey. P Oradd,
1
Medium fo Coarse SAt1DP-SC)
36
16 (C-r-p)
6
SS
IS
18
20
END OF BORING 0 20.0'
36
j 25
Z.
i
f
35
l
i
�3
1
--
I
1 TIE STRAtnCATTAN LRES REPRESENT THE APPRWt MTE BOLU AaY MCI BETAirD Sal TYKE M-SITU Tor nossru al MY LE abd a L
(�
i TIL 0 OR wD BORIR6 9TARnD 03 1 g 11 GRILLER: J t L Drilling, Inc.
Iluen) Z1ttam
DORM COMPIS w OAZ 19 11
CATS Bl DXPIN a 16.5-
` �¢
ilia Moths 0-47 POBWlt1
OaHJ,0iG. imillm H.S,A 2 1/4
FOR INFORMATIONAL PURPOSES ONLY
CLIENT
JOB 0 -
soma !
B[t88r
Picerne Military Housing
1603 1
B-9
i OF 1
L?ROJ6Cr mms
Grow the kmy - PYH - Linden Oaks Phase I
AlKanscr-"GU4=
LLP
weeo�,awws
SITS 4OCAT1o11
(} t• MRAM PtNti'oAM
Linden Oaks, Spout Springs, NC
s VoWff 4 6+
PLASM TATo UQUM
uim X 4VNnan X u1RI x
_--"e-'-'-'-'-'A
N= QUAUer trwcRaeon A RMCDV v
'M"� - -- ""'
20X-409-5ox---B074-t
® NMIVW f0. s
a
He
6
C
DSa1LR1PlWx OF W4BRW. ERGGIBN VMS9
DOT[aM U8IX6..-. UM err (IRCJI►T@tl 1n , -
r:
8i1RlAt8 tatnuTwx 372.0
O
10 aU sD 40 Self
MOW (SM) Denw, Lon. Silly. xorsom
37
16 0-e-10
i
SS
t6
t2
.
DIAS- 32
C�d' Dense. inn, Orange, L.qM Croy,
Wet', Medium SAND (SC)
2
SS
18
)5
36
1W1r2t 37
3
SS
IS
13
Malik, en��) orange, Tan. Corey,
SAM
1
(11-n-14) 31
,
4
SS
18
12
36
15
-
N-21- 48
Motel, Hord, U ht Croy, Ten, Dad Red,
sandlif SILT (a.)
5
SS
to
to
3
20
-
g0-17- 55
Meet, very Hord, Cray. Ton, Dark Rea
Sir* SAND (SM) Wth Some t4iee,
6
SS
IS
is
END OF BORING 0 20.0'
35
25
34.9
;3
i
--
I
i TIE STRATIFICATION LaE% RFPRESENi THE
APPImXRAIE MNWRT LIES 7ETV[EN 311iL TTPLS IM-SnU THE 1*"LTRM MY K (aAOHIL
:n OR
Kum wranst 03/17 11
GRILLER: J A L Drilling, Inc.
Zn4rtce) jn(An)
DORM cwnism 03 17 1 1
can at Dam a ts.o'
` Zrti
DLO Mob" 0-47 PDMa1r
Otm laMs tisTHolo H.S.A 2 1/4
CLUST
Picerne Military Housing
JOB I
16
1)ORIINa !
B-t4
81BhT
1 ar 1
PROJBLT KAME
Grow the Ar - PMH - Under Oaks Phase I
ARCILn&LR-(aiG111CRH
LLP
SM LOCATION
Linden Oaks, Spout Springs, NC
-0- CaiJBRA�D PDMTIMNM
1 a molt ail" 4 we
PLASM VAT= LLQuW
Lilly X Cea= z Lair X
Z----���--TA
MOM WAUTY DOWA&UM A, RWOR@R
RODX- - - REC.%
20%-40)D-607E-ipX-t
® MX
10 d so w ta+
lac
8$
DESCRIPTION OP lY'IXRL61. LZ4CIJtiH DNlta
B01'1'OM Of CASING -_ [OSS OF CBtO/GT10N
l�.
MMACE S iVA710H 360.0
0 -
5
1
15
20
6 25
i
I
(
i
i 3
I
War. loose, Ton, SUy, "tam SAND
33
350
34
340
335
6 (2-"
23 P-e'
18 h-Io-q
6 (,T-Y3)
(Q-ra-10) 34
I
SS
lR
14
Sa�nd'y Cl Y (�H lOn, grange. RN,
2
SS
18
16
SS
18
16
Hearst, stiff, yellow, orange, Red, sandy
SILT (IL)
Wet. Medium Dense Rd, Orange, Brown.
SOy. Medium SAND {$M)
4
SS
18
16
Mofet. Loose. ton, Cray, Dark Me. Stay.
Madison SAND (SM)
5
SS
I8
I8
Mold, Herd, Cray. Red, SAY CLAY (CL) ,
END OF BORING 0 20.0'
6
SS
--
18
18
i
t TIE StRATDTCATM LIMES REPRESENT TIE A144d lr. fieet5AR1' JNZ KiVEa1 SUL YrK3 lWSl1U THL TRenS1T101 my E O"iR
t
f got. OR w
Dom STAMM 03 18/11
DRILLER: J a L Drilling. Inc.
1 Twin TRUAM)
Bowan cmuism 03 18 1 1
CAve a WM a 15.5'
S Two.
1
go Mobrre B-47 POROMM
Ora3Amn GanwD H.S.A 2 1/4
.t
r
R
•
e:
r
r
.
FORT BRAGG
RCI FAMILY
HOUSING
FORT BRAGG, NC
OWNERS
'e®
e
AO
CONSULTANTS:
:,CIVIL
DEVELOPER:
BRXGG-PICERNE
PARTNERS.LLC
Kirtley-Horn aro Associates, Inc.
NC License V-0102
333 Fayeaevdle Street
RaleigH, NO 27601
T 919.677.2000
F 919.653.5847
ARCHITECT
Cooper Carry. Inc.
3520Ip"iad Road, N.E.
ftir a, GA 30305.1595
T 404237.2000
F 404237.0276
SURVEYOR
McKim 8 Creed
104 Gillespie Street
Fayetteville, NC 28301
T 910.323.3400
F 910.323.1028
GEOTECHNICAL ENGINEER
ECS Carolinas, LLP
726 Ramsey Street, Suie 3
Fayedevile, NC 28301
T 910.401.3288
F 910.323.0599
SEAL:.,
PROJECT.PHASE:
LINDEN OAKS
PHASE 2G
DRAWING TITLE:
SOIL BORING
LOGS
ISSUED FOR:
CIVIL
DRAWINGS
ISSUE DATE: 7/ 18 / 11
REVISIONS:
l)M 1r- UtJL,KIY I IUN
7, 1 FOR DWQ APPROVAL
SHEET: C0.04
KHA PROJECT NUMBER:
DISCIPLINE: CIVIL, ENGINEERING
© 2011 KIMLEY-HORN AND ASSOCIATES, INC.

CLAW
Picerne Militar Housing1600
job f
EDRRIG ,
B-15
sum
1 or i
t._-
PRO�IB�C KAMZ u L. DLL. H
Grew the - FMN -Linden Oaks More I
AiB2�@CT-6NG1T11iH4
LP
GAIROt-INAB
SITE LOCA7WN
Linden Oaks, Spout Springs, NC
"0- cai MMvQ
T a s 4 s+
I= x x lam' x
X-- ---^-e
ROCK QUALM DISMSAMN A 22covaY
410-4 - - RI( 111
29%'^401C-EOtF-^�BD?F-1
® �F� .R �
to go 60+
R
N
G
k
tl
993CRIMON of MAIRRIAL BHOTISB UNTTB
BDTMU OF CA= ♦ LOW OF MWLAnO ,
SURFACE ilLBVATtOx 354.0
0"
5
1
15
20
25
3
Moist. Vo lease, Tan, Silty. Medium
SAND (sM17
3
345
340
- 33
330
325
4: 0-2-2)
7 W3-4J
- 1t (3-"
_.
:7
.
16 f�-7-91
1
SS
18
18
Moist, Loose, Ton, Yollsw.. Ckili y, Medium
SAND (SO
2
SS
t8
to
3
SS
18
18
.Moist, Medium Donee, Orange, Tao, Clayey,
MWWM SAND (30)
MoW. Loose, Orwigaum e, Clayey, MaSAND
(SC).
4
SS
18
16
5
SS
18
18
Moist, Vey Still, Light Croy, Cloy4y.
SILT(w)
END OF BORING O 20.0'
6
SS
-
IS
-
14.
THE SIRATITTEATMN LDYS RtPfff" TIE. APNMt"JE grapap rf --WS IIEr.TDI WL TYMS
Wayll TW TWSrrXH FAY X 6RAWAL
$n ♦Lull Tm
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DRILLER: J A L Drilling, lnc.
TTn.(9cal Tlrl(ACx)
sawc walArm 03 19 11
CAVI: 1x DOM •
Tn
B1a Moblls 0-47 POWAW
DOLI&O MORM H.S.A 2 114
cues
Picerne Military Housing
10B /
160s3
BORiNc /
B-18
smw
1 aF 1
PROa= NAMB.
Grow the A - PMN -Linden Oaks Phase I
ARCHUM-EXODIRBR
LLP
sm to"aoil
Linden Oaks, Spout Springs, NC
-O- c4uBeATaa
a as w
PLASM TA.Ma ]LIQUID
IAYR x cobvilItr x um X.
edc
s
yy
DESCSIFMN OF MATffiOAL UGUSH UUM
BO'ROM of. C6$IIiG &- tA&a of C1RC1Ltt�l tam
L'
g�
M
32
32
315
310
305
RoaG QUALM I�RatBftOli A RspV><tT
RQDX- - - KC.x
1o)r�-4o7c-aolE•-,Doll--t
BTAi F ATIaDt
to g0 30 40 ea+
. .
B (s + 4J
10 (z••5-5)
15 (s-aa)
,
13.(5-4-7..
SURFACE RI VAUON 330A
Ma"'.Loose, Too, Silly, Modlum SWD
D
5
1
1
20
25
3
1
SS
t8
I2
Mout..looaa, Zan, oranee. Glary, Medfur"
SAND (SC)
2
SS
18
16
3
SS
IS
16
U O . Looa, Orange, C)oM- ModYlm 5Aam
Motel, Medium Deno, Tan, Ore
Sligldly p Poorly Graded, YsdlLm.
SAxD (�'�)
4
SS
16
14
Moist. Medium Demo.Too. Yellow, Silly.
sd
MhNrt SAND (SM)
5.
SS
18
16
Moist. MiepdiiNuym Dee. Ton, era I.W
Wditnn $ANp (SP-$Cj"y r
END OF BORING O 20.0'
6
SS
16
16
--
TIE STRATIFICATION 0&$ kcmcsw M. ApprouNATE aERHM" Lacs DETVEER $01L TYPES N-SITU TIC TRANSITI011 INY BE G4AWM..
YTL am viv
Boma vmww 03 21 11
DRILLER: J A L Dr9Bng, Inc,
Ttnt"I TTL(AM)
BORM coons® 03 21 11
CATR of Data ° 15.3•
In
Ric Mobile 9-47 Felnt.M
DTRLad MCMTao H.S.A 2 1/4 ti
I
CAM MT
JOB ,
Picerne Military Housing
1600
B-16
1 w i
PRWECT NAMR
A 'F-XKGVM 69
LLP
Grow the kM - PMH - UWen Oaks Fwse I
BITE LOCAnOX
90 cATaaA�
Linden Oaks, Spout Springs, NC
L a 5+
PIAM VAM uqm
Law X - COMM" x um x
Boas 4umm ansignuROR A a6tw>!tt
20X-40#4-eDYr-iDl6-T
D
m
F
DE3C$IPTNiN OF MA?BBIAi. SIaEJaH. iRaTB
SM OF CASM W EM OF CIXRIIAM
SURFACE ti=A?I •t 3z3.O
c
d
0 ars �f IRA"
10 m so m eo+
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(SP--54yZ*10,
1
SS
l8
I8
IAWef, Oats*, or04ge, Rod,. Brawn, Cagey,
w+dkm � ice)
32
SS
18
is
3..
SS
18
16
Mold. ModltunY.Dene•. Drone°Tan, Rod,SAHO�( 0 Orly (omdsd "Won
334
SS
IS
8
330
Matal. MaRun Done@. Tot, Dark led,
15-
5
SS
i8
I8
O�kgs. = B)j_CIay4Y, Poorly 6rsded.
t �)Hard.-Gray.
Grants. Silty MO6
20
SS
16
16
(CLi
50
END OF BORING @ 20.0'
320
25
315
3
--
TIE STRATLrKLTM LDES REPIEWO Tile APPIMI)NTE 110116ARY :013 1ETVEM SOIL TYPES
91-MV TIC 1000Sft0: PAY M: GtOk L
yn Q OR Tm
mum ra'urto 03 18 1 IT]
DRaLLER:.J B L Drilling. Inc.
Truecn> TRu.cR)
bona aawuaID 03/18Z 1 1
CWX W Ursa • 17.0'
Tn
0M Mobno 9-47 Foon"
DaBLtRea tatuo• H.S.A 3 1/4
CLIENT
Picerne Military Housin.
I09 /
1601)
BORIxG f
B-19
BMW
1 or 1
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�
F110JE r NAME
IItR.YinIX'P-ENWNISER
Crow the kmy - PUN - Linden Oaks Phase I
Aeea�A tNAi
giros wcATrox
Linden Oaks, Spout S rings, NC
-0- CAMBRtlED PMM!VXM0t
t R 1°" s ar
4.
P"M TAM uwiw
Ulm x Comm x um x
ROgr GDAIAY DMKdMA" M A NBCAVBW
2fl10--44X-6Dxr-ROI4-t00
®a�dATewr
10 ao so 40 Bar
z
089CRRt17Gx of MATEMA(. Rita E 11NFTa
sionow OF CABQJa.'_ EM Or CZaRAM
.p7G
i
SUBPACE RlEtrsaAOM 318.0
p
Mold, Loose Gram. oradee. Cagey.
Medium SAND (SC)
-
5 fi-2-8
1
SS
18
18
5
315
.
13-(-�.
Moist Medum Dodge. Tan, 0ron04,
=Q '�S) o^t'ti' Goaded, Mom
2
SS.
18
T8
28 W-It-TJ)
3
SS
18
16.
"at, Medium OM Tan OranRod,
g4
Clayey, utdium aAtxl (SCj.
_
1
31
Mutd. nan. Tan, orange. Bed. Sandy CALY
(CL).8
4
SS
18
18
30
5
Ss
18
16
1
7 3+i
2
"at, Medium asnss, Tong Dark Led.
SAND Wearily Graded. Medum -
300
.
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b
SS
i8
30
END OF BORING O 20.0'
29
25
290
30--
--
ilE S1RAT0"1CATION La4ES �PRESFNi TW APPgmo010,1E emPm1RT UIEIES KTVFEN SULL TYPES NJ SITU Im TWOUTRBI NAY K.GUN -
VIL OR we
HOROIG aTAcleD 03/21 /11
DRILLER: J k L "Ing. Ina.
INIA M) TTuAER)
809m cawrslela 03 21 1 1
CM Ot wm it ie&
TTL
ma CME 45 Families
lia(aAnrc M1 WO *"A 2 1/4
FOR INFORMATIONAL PURPOSES ONLY
Ctaar
no f
Bofmw ,
twFJnIW7.;
Picerne Militar Housin
160DPmwr
RUE
Nne Atm - PMN - Linden Oaks Phass I
AYCHITUT-51IGBOVIRCrow
s�s
srre LOCATIOM
-0- CMUNRAW
Linden Oaks, Spout S rings, NC
I a 4 e+
:
PMBITC Raw UQt1ID
um x CQXTM X I= x
x---4--A
MOCK QaM2rY blebleApsee A 1�oVsr
RWX- - - REC.X
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F
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Y
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to m so 40 e0+
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t
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I8
14
.5
3
Is-u-t " 32
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(�)
2
SS
18
16
22 ie•to-nil
3
SS
18
10
Mond, Medium Donee, 0ro01911, RN, Clayey,
Medtum SAND (SC)
1
330
20
Mu1et. Medium Dense, Ton, *ran gb Oork
Red. CLW'ey. Medium SAND (SC)
4
SS
18
18
15
325
18 p-s-eJ
Moiel Medium Dense, Ton, Drones, Yellow.
Slightly cPoorly Graded. Fire to
Medium SAND (SP-SC)
5
SS
18
18
320
b
SS
18
15
20
16
END OF BORING O 20.0'
315
25
31a
3
--
THE SIINTIFAATIDi Uff-Z REPTCSENT TIC
APPICARMAIE KAROlRT LINES BEIVEEN WAL TYPES DI -SITU THE TRMISITM TNT 14. 60JUAL
yn aaa To
DORM ar"M 03 19 11
DRILLER: J t L Drilling. Inc.
TTagMaq TeI(Ack)
bakm cmelAM 03 19 11
cAn IM osFra • 15.3'
rin
lac Mabee 8-47 PORaeN
aal"M$ Manno H.SJI 2 1/4
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eo9wc /
sMCQT
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1603
1B-20
1 of 1
PRMCT NAME
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ARC11IT1M7'-E1GQ76ER
LLP
Aa
Sr18 LOCA710x
•O- c.11teMATTmm
Linden Oaks. Spout Springs, NC
I B a E' a a+
u= x TATER IJQOm
loan Tznreelr x T� x
a------'t""--A
201= QUAUTIF ai4cauvicN A Ref11YRY
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_
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gg
F 6
s lMj
SURFACE SIhNAnOx
322.0
0
1b4f, Msdhan Ostue, Brorn, Tan Drones,
Clayey, Medium to Coarse SAND (sC)
-320
16 O- ))
i
SS
i8
16
5
.
- 23.0-u-la
Mow. Vory Sir((, Ton, orange. RN,
SoIIdP CLAT (CH)
2
SS
18
14
315
24 (ro-Iz-lp
3
SS
16
14
Medium SAND (SC) °• Sons°• cWrhg
1
4
SS
IB
14
(i7-1+-M 30
Masi. Medium Donee Ton. Ovang4, Brown,
Silly MWI"m $AND (SM)
310
15-
.
12 s1-6-s)
Mast, Medium Dense Tor. Yellow. Orange.
may. Medium SAND (SM)
5
SS
18
18
30''
20
- -
y 12 (4-4-s)
Moist. Medium Dense. Ton. Orarrpq6.
Slish6y SBnY• Poore Graded, vm to
Coarse !%- (SP-SM)
6
SS
18
is
END OF BORING O 20.0'
30
25
295
3
--
THE STRATIFNATM LMS Wfte pfr THE AMCXDNIE eaNINRY IIICS BETtrEEN S8[L TYPES R,-s:Tu TIC TRva taRI my K raWAL
gn eon DD
aanma arASEm 03 18 11
DRILLER: J h L Drilling, Inc.
TTn{BW1> TtnIACR)
eo•mo caMPixtsD 03 18 1 1
CATS RI ram • 17.5'
In
M Mabee 9-47 PORour
DRUM ber nOD H.S.A 2 1/4
"
FORT BRAGG
RC I FAMILY
HOUSING
FORT BRAGG, NC
• e •
I�IC�I:l�r�
TA HY 0116 HG �
CONSULTANTS:
CIVIL .
K nley-torn and Assouates, Inc
NC I ftm fF-0102
333 Fayenewle Street
Me NC 27601
T 919 .2000
F 919.653.5847
ARCHITECT
Cooper Carly. Inc.
3520 Madinat! Road, N.E.
Atlanta GA. 30305-1595
T 404.237.2000
F404237.0276
SURVEYOR
McKim & creed
104 GiOeapie Street
Fayetteville, NC 28MI
T 910.323.34W
F 910.323.1on
GEOTECHNICAL ENGINEER
ECS Carolinas, LLP
726 Rarray Street Suite 3
Fayetle6l8e, NC 28301
1910.401.3288
F 910.323.0539
SEAL:
PROJECT PHASE:
LINDEN OAKS
PHASE 2G
DRAWING TITLE:
SOIL BORING
LOGS
ISSUED FOR:
CIVIL
DRAWINGS
ISSUE DATE: 7 / 18 / 11
REVISIONSI
DATE I DESCRIPTIO
7/18/•11'1 FOR DWQ APPROVAL
SHEET: C0.05
KHA PROJECT NUMBER:
DISCIPLINE: CIVI ,ENGINEERING
0 2011 KIMLEY-HORN AND ASSOCIATES, INC.

CUM
im, s
Picerne Military Housing
33:1670 1 F 1 a* 1
FROJECT RAW
ARCCMTECT-XKWUM..
LLP
Linden Oaks - Phase 2G 2D
AR 4 +NOES
BrM LOCATION
Linden Oaks, Spout Springs. N.C.
-O- CAiOWTNO P>tp67.�0ioti>m
1 xa . e+
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STA>r
Lo 20 e0 40 set
SURFACE ="AMON
0
Ton, Fine, SAND (SP)
Tan. Orange. Croy,. Cioysy SANG (SC)
5
END OF BORING 0 5.83'
i
SHWT a 70.0 inch"
Test Performed O 46.0 inahoe
Groundwater L.evs( O > 70.0 inches
intilirulivn Role ct 0.0i. Inctas Par
Hour
z
20
25
3
—
—
THE STRATIFILATIDN LINES REWSLNT THE WPItaKDOTE W JWAT Um" KTvco =R rfm IH-Sn THE TRNGttM IAA, RC MvtO O L
Y1L >70 INCHES ss ON wo
DUFMG 9 RTIID 06 21 11
T/4scu) r
Holum COMPLAM O6 21 1 1
CAYR IN VWM e,
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Rya HA namaN B.Wail
DN"Amc 99CRO
Picerne Military Housing
1`11011OCT RAW -
33:1670 I-3 1 a 1
Aii(7i1Y1SCl-DNOINEBR
Linden Oaks - Phase 2G/2D
LLP
Aao
WE LACATRINC"Uaam
Linden Oaks, Spout S rin s, N.C.
POST
O A Ist
11
umm x coRllorT�xrme :x
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ROQ% •�. -• REC 9
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DUPOOAI OF CASM alf- LOW DIP CWAIL M f
q 9
fgrai
y
A
0 numm i
�30
3LQiPACE ELEVATION
0
to so to 50.
Ton. Fins to NWtUm UN (SP) Wi9l Cluty
Ls+feq
-"
r
sf;
5
�Tm. Drown. Ftns to Coarse SAfm (SP)
-
Tan. Drawn, Clay" Um (3c)_
.^
1 _
END OF BORING 0 9A01
SWAT O &" b.eh.
ieet Pertom"d O 38A hlahes
Groundwater Leval O 9LLO bf.hn
15..
Infiltration Rate- of 20.3 lnei'm Pr Now
20
25
3
--
THE sMT)FICATM LINES RE WWO IM AM'fW61M7E §0LV"RY LM §CrjM "L TYPOS DUMM UC i;WTIal1 MY lE NMIIUz.
711 96 INCHES sa on ®
aamm a mom 06 21 I 1
i1L(am - TIR{Ace)
Boom oa wuam 06' 21 1 i
Icivamwao
91L
Z HA romm B.Waii
mn m
FOR INFORMATIONAL PURPOSES ONLY
CLMW
toe F
NOROia 0
SNEEP
Picerne Military Housing
33:1670
1 1-4
1 Of 1
PR078CT HAM
Linden Oaks -Phase 2G 2D
ARCErmcr-8NGBU=
m
STIE LOCATION
Linden Oaks, Spout S rin s, N.C.
-O- CUAew lNoo
Plasne WAM Mile
um x COMM x Law z
DESCRIPTION OF IAATKRUL, ci10Ls! Lem
DDTM OF CAMG ♦- LM OP (9RpJMMM t
pp
<
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A as 0o 40 oar
SURFACE ZMATIGN
0
Too. Drown, Fine to Nedlum SANO (SP)
Tan, Orange. Fine to Msdtum SAND (SP)
With Clay Letroes
5—
"
Tan, Orange, MaHled. Clayey, Fire to
Coarse SAND (SC)
Too. silly SAND (Ste).
MPAW. Sandy CLAY (CL)
1
END OF BORING 0 6.66'
sHWT O 50.0 inches
Taw! Pufartn„e a 29.0 1.d^s
Groundwater Level O > $0.0 inches
>
Infiltration Rote of 22.1 Inches Per
Hour
20
25
3
--
INE sTRATIrIGATON LeES RCPRESFIIE PRIT TAPU MTE SWCARY mc; aFrwzoi s0L Tms of $ Tv TnE TavaiTiall I,v W ORADtwL
YO1 >80 INCHES 1s OR 0
sash/; NrAnze 06 22 1 1
Tsltecs) jIWAGN)
DORM cDvua® 06 22 11
cA z as Dina 0
Tin.
= HA FaRnuN S.Woll
vullmC IaclNen
FORT BRAGG
RCI FAMILY
HOUSING
FORT BRAGG, NC
OWNER-
®
eR 11
�
DEVELOPER:
I
4WAV
BRAGG BRAGG-PICERNE
COMMUNITIES, LLC PARTNERS, LLC
CONSULTANTS:
CIVIL
IGmley-Hom and Asso iilm, Inc.
NC License 6F-0102
333 Fayetteville Street
•'lialeigh, NC 27601
T 919.677.2000
0$i9.653.5647
ARCHITECT
. Cooper Carly. kic.
3520 Piedmont Road, N.E. '
-Adanta,GA. 30305.1595 ,
T 4042372100
f'404.237.0276
SURVEYOR
McVjm & Creed
104 Gillespie Skeet
' Fayedevee, NC 28301
T 910..M.3400
F 910.323.1028
GEOTECHNICAL ENGINEER
ECS Car*ias, LLP
726 Ramsey Skeet, Suite 3
Fayetteville, NC 28301
T 910.401.3288
F 910.323.0539
SEAL:
PROJECT PHASE:
LINDEN OAKS
PHASE 2G
DRAWING TITLE:
SOIL BORING
LOGS
ISSUED FOR:
CIVIL
DRAWINGS
ISSUE DATE: 7/ 18 / 11
REVISIONS:
DATE I DESCRIPTION
7/18/11 FOR DWQ APPROVAL
SHEET: -00.06
KHA PROJECT NUMBER:
DISCIPLINE: CIVIL' ENGINEERING
0 2011 KIMLEY—HORN AND ASSOCIATES, INC.

1-
0
z
GRAPHIC SCALE IN FEET
0 5�0 _ 200
r,
FORT BRAGG
RCI FAMILY
HOUSING
FORT BRAGG, NC
OWNER- DEVELOPER:
r. -14
i' '
3RAGG BRAGG-PICERNE
:OMMUNITIES. LLC PARTNERS, LLC
CONSULTANTS:
CIVIL
IOmley-Hom and Associates, Inc.
NC License OF-0102
333 FayetleWle Street
Raleigh, NC 27601
T 919.677.2000
F 919.653.5847
ARCHITECT
Cooper Carry. bx.
3520 Piedmont Road, N.E.
Atlanta, GA.30305-1595
T4042372M
F 404237.0276
SURVEYOR
MdW & Creed
104 Gillespie Sheet
Fayetteville. NC 28301
T910.323.3400
F 910 323.1028
GEOTECHNICAL ENGINEER
ECS Carolinas, LLP
726 Ramsey Street Suite 3
Fayetteville, NC 28301
T 910:401.3288
F 910.323.0539
SEAL:
PROJECT PHASE:
LINDEN OAKS
PHASE 2G
DRAWING TITLE:
OVERALL SITE
PLAN
ISSUED FOR:
CIVIL
DRAWINGS
ISSUE DATE:, 7/18/11
REVISIONS:
7/18/11 1FOR DWQ'APPROVAL S
SHEET: C11.00
KHA PROJECT, NUMBER:
DISCIPLINE: CIVIL ENGINEERING
0 2011 KIMLEY—HORN •AND ASSOCIATES, INC.

N
O
r
r
U
H
W
w
N
W
W
to
FORT BRAGG
RC I FAMILY
HOUSING
FORT BRAGG, NC
OWNER- 1 DEVELOPER:
Iot.
;A 1
AO Fl
rh
BRAGG ".. BRAGG-PICERNE
COMMUNITIES. LLC PARTNERS. LLC
CONSULTANTS:
CIVIL
Kimley-Hom and A%ociatas, Yx.
NC License k-0102
333 Fayetteville Street
Raleigh, NC 27601
T 919.677 2000
F 919.653.5847
ARCHITECT
Cow Carry. hic.
3520 Piedmont Road, N.E
Atlanta, GA 30305-1595
T 404237.2000
F 464237.0276
SURVEYOR
McKim & Creed
104 Gillespie Street
Fay@Oeville, NC 28301
T 910.823.3400
F 910 323.1028
GEOTECHNICAL ENGINEER
ECS Carol mas, LLP
726 Ramsey Steel, Suite 3
Fayetteville, NC 28301
T 910.401.3288
F 910.323.0539
SEAL:
PROJECT PHASE:
LINDEN OAKS
PHASE 2G
DRAWING TITLE:
SITE PLAN
ISSUED FOR:
CIVIL
DRAWINGS
ISSUE DATE: 7 / 18 / 11
REVISIONS:
UA It I IItJI Kll' I If N
7/18/11 1 FOR DINO APPROVAL
SHEET: C11.01
KHA PROJECT NUMBER:
DISCIPLINE: CIVIL ENGINEERING
© 201.1 KIMLFY—HORN AND ASSOCIATES, INC.

U3,X00
' 00
N73-38'56"W
'
534.96'
-
3,9*00
'
Ll
'
000
STA: 13+16.01 MT: MITCHELL PLACE
o
STA: 33+69.02 MT. MITCHELL PLACE
STA: 10+00.00 BILTMORE LANE
.3
\
\ O*00 FUTURE ROCKEFELLER BLVD (TYP.)
soft aloft '
INFILTRATION BASIN 3
ftft
/
03
,
EXISTING TREE LINE (TYP.)
y
47 00
9
STOP BAR
Q
7
0 &STOP SIGN (TYP.)
50' WETLAND
U
316ZT,04"K,
99.47,11x
BUFFER (TYP.)
p0
/
UJI
C T'ypRE
e=23'50'S0"
N
W
o -'� ry�
•^ . ,
v
7 L-208.11
?%0 CB=S28'16'29"W
4j
PROPOSED TREE LINE (TYP.)y \y0
x 0
LLJN
o
o `
h
C=206.61',
t
ACCESSIBLE
RAMP (TYP.) 4' CONCRETE
SIDEWALK (TYP.)
\ p
ACCESSIBLE 44x00 TEMP. CUL-DE-SAC {REFER TO
RAMP (TYP.) PARKING AREA ON SHEET C22.00 FOR
/
rya.
\ PAVEMENT SECTION INFORMATION,
1 pXOO /� 4Sx0 GEOTECHNICAL ENGINEER TO CONFIRM)
2' MOUNTABLE CONC. CURB
i \ y O
AND GUTTER (TYP.) O
S71'28'03"E `oll
Q'
- 42.35 n 46'A00
PLAYGROUND 6 CG3 -2 18' WIDE CONCRETE
' R DRIVEWAY (TYP.)
00 ,'. +, e=6'53'57" : ; \
�^---MAIL KIOSK R=3080.70' 4' CONCRETE o0
\ ti` L=370.96' SIDEWALK (TYP.) N
MAIL KIOSK \ CB=S42'56'04"W \
\\\YYY 1=370.74' 2' MOUNTABLE CONC. CURB
\ 4 AND GUTTER (TYP.) d
•0 3
PROPOSED TREE �Sx 2
2 Z
LINE (TYP.) 00 CG3 -2
/,- 2 \f ,. CG4s..
\ Jo d
CG3 =2/G 6' CONCRETE SIDEWALK 1 0
A--20'20'37" o T
BEHIND PARKING (TYP.) R=800.00' Nr
\ i % -In A-6'13'35" PHASE 2G L=284.05 0' <
_ »E
CB-S61 17 45
� • Q 2 R=1200.00'
CG3 - L=130.40' /.' : C=28 . 2 / 9 2 56'
'9ili 0 CB=S43'18'42"W
2 C=130.3,V
1 /
\ ADA CG3G SEE SHEET C22.00 1 f
FOR TYPICAL STREET CG48-2G
\ / /
1 SECTION (TYP.) r \ oo /
jo 2 /
4' CONCRETE S51'012 32'
\ LEASE LIMITS--,,,'�;, \ SIDEWALK (TYP.)
(TYP.) G36 <2G S3 \ 2
1 0. CG3/j-2
\ I 1 1 \\
/J\ \ G44 2 OO 47-2 /
i- PROPOSED TREE 2 L �CSx00 ..... P dG42 2t :a ... 6 yyx a \ J 2
G /
- GARAGE FACE
1--- PORCH FACE
I
-73•--I-DRIVEWAY-i-4'-O' SIDEWALK 5'-0' PLANTING STRIP
(MAX.)
TO
FACE 1/-BACK OF SIDEWALK
PORCH 2% MIN, 107. MAX
I -- 2% (MAX) 2�
SECTION A -A
RESIDENTIAL DRIVEWAY
NOT TO SCALE
VARIES
GARAGE FACE \ C=357.61
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FORT BRAGG, NC
OWNER- DEVELOPER:
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COMMUNITIES, LLC PARTNERS, LLC
CONSULTANTS:
CIVIL
Kimley-Hom and Amckitas, k.
NC License#F-0102
333 Fayeome Street
Raleigh, NC 27601
T 919.6772000
F 919.653.5847
ARCHITECT
Cooper Carry. Inc.
3520 Piedmont Road, N.E.
AOanta, GA 30305.1595
T 404237.2000
F 404237.0276
SURVEYOR
Mclft & Creed
104 Gtlle * Street
Fayetteville, NC 28301
T 910.323.3400
F 910.323.1028
GEOTECHNICAL ENGINEER
ECS Caroenas, LLP
726 Ramsey Street, Suite 3
FayeeevTBe, NC 28301
T 910.401.3288
F 910.323.0539
SEAL:
PROJECT PHASE:
LINDEN. OAKS
PHASE 2G
DRAWING TITLE:
SITE PLAN
ISSUED -FOR:
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DRAWINGS
ISSUE DATE: 7 / 18 / 11
REVISIONS:
DATE DESCRIPTION
7/18/11 FOR DWQ APPROVAL''
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SHEET: C11.02
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FORT BRA GG
RCI FAMILY
2 0[C
V
HOUSIN -- QD
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i? 11]
FORT BRA GG 9
OWNER- DEVELOPER:
ae to
a
l 1
WAO
BRAGG-PICER
BRAGG NE
COMMUNITIES, LLC PARTNERS, LLC
CONSULTANTS:
CIVIL
Kimley-Horn and Associates, Inc.
NC License #F-0102
333 Fayetteville Street
Raleigh, NC 27601
T 919.677.2000
F 919.653.5847
ARCHITECT
Cooper Carry. Inc.
3520 Piedmont Road, N.E.
Atlanta, GA.30305-1595
T 404.2372000
F 404.237.0276
SURVEYOR
McKim & Creed
104 Gillespie Street
Fayetteville, NC 28301
T 910.323.3400
F 910.323.1028
GEOTECHNICAL ENGINEER
ECS Carolinas, LLP
726 Ramsey Street, Suite 3
Fayetteville, NC 28301
T 910.401,3288
F 910.323.0539
SEAL:
PROJECT PHASE:
LINDEN OAKS
PHASE 2G
DRAWING TITLE:
GRADING AND
DRAINAGE PLAN
ISSUED FOR:
CIVIL
DRAWINGS
ISSUE DATE: 7/18/11
REVISIONS:
DATE
I DESCRIPTION
7/18/11
FOR DWQ APPROVAL
8/4/11
REV PER DWQ
COMMENTS
SHEET: C12.01
KHA PROJECT NUMBER:
DISCIPLINE: CIVIL ENGINEERING
© 2011 KIMLEY-HORN AND ASSOCIATES, INC.
r'w

5
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2
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0.55%
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INV: 332.38 `� 109 LF Of
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`<=RIM. 340.96' -.
134 LF' OF INV-IN: 333.15 SO%
O
I � 18" RCP `. r r, INV OUT: 333.05 �
7? J 0 0.50% \ r
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LIMITS OF
4'
\ 345 CONSTRUCTION (TYP.) R
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PHASE 2G,i
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INV IN: 315.48
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GRAPHIC SCALE IN FEET \.
0 25 50 100
Ike- \ b
v �� \
CB 2G-80 b p
r RIM 329.64
`vim '-,INV IN: 32P�52
1
GRAPHIC SCALE IN FEET
0 25 5�0 100
FORT BRAGG
RC 1 FAMILY
HOUSING
FORT BRAGG, NC
PICERN E
' MILITARY MO -USING
FORT aRgGC. NC
BRAGG-PICERNE
PARTNERS, LLC
CONSULTANTS:
CIVIL
Kimley-Hom and Associates, Inc.
NO License NF-0102
333 Fayetteville Street
Raleigh, NC 27601
T 919.677.2000
F 919.653.5U7
ARCHITECT
Cooper Carry. Inc.
3520 Piedmont Road, N.E.
Atlanta, GA. 303051595
T 404.237.2000
F 404.237-0276
SURVEYOR
McKim & Creed
104 Gillespie Street
Fayetteville, NC 28301
T 910.323.3400
F910.323,1028
GEOTECHNICAL ENGINEER
ECS Carolinas, LLP
726 Ramsey Street, Suite 3
Fayetteville, NC 28301
T910.401.3288
F 910.323,0539
SEAL:
PROJECT PHASE:
LINDEN OAKS
PHASE 2G
DRAWING TITLE:
GRADING AND
DRAINAGE PLAN
ISSUED FOR:
CIVIL
DRAWINGS
ISSUE DATE: 7 / 18 / 1.1
REVISIONS:
DATE
DESCRIPTION
7/18/11
FOR DWQ APPROVAL
8/4/11
REV PER DWQ
COMMENTS
SHEET: C12.02
KHA PROJECT NUMBER:
DISCIPLINE: CIVIL ENGINEERING
© 2011 KIMLEY-HORN AND ASSOCIATES, INC.
i

SITE DATA TABLE
Phase 2 Total Site Area =
392.1
AC
Phase 2 Wetland Area =
43.1
AC
Phase 2 Roads =
17.8
AC
Phase 2 Buildings and Driveways =
27.0
AC
Phase 2 Sidewalks, Pool Decks, Conc. =
Pads etc.
6.3
AC
Total Proposed Impervious Area =
51.1
AC
Impervious Percentage* =
14.63
/ *Imp %=Total Proposed Imp./(Total Site Area -Wetland Area)
< 24% IMP. PERMITTED AS LOW DENSITY
PHASE II DEVELOPMENT
/ DEVELOPMENT
1s7C7�1>�T,C�3_T�71
TOTAL AREA = 3.78 ACRES
TOTAL IMPERV. AREA = 0.99 ACRES
DRAINAGE AREA 3
AREA i� TOTAL AREA = 8.98 ACRES
} � TOTAL IMPERV. AREA = 2.83 ACRES
DRAINAGE AREA 2
TOTAL AREA = 2.98 ACRES
TOTAL IMPERV. AREA = 1.04 ACRES
DRAINAGE AREA 4
TOTAL AREA = 376.36 ACRES
TOTAL IMPERV. AREA = 46.20 ACRES
EXIST. IMPERV. AREA = 10.88 ACRES /
PROP. IMPERV. AREA = 3.41 ACRES /
FUTURE IMPERV. AREA = 31.91 ACRE
FORCE MAIN LOCATION -
AVOIDANCE AND
MINIMIZATION/NO IMPACT
STREAM IMPACT #1 �w / , _ -- ► v 5
LOCATION: STREAM, S3
PERMIT #: 05-2012, VER. 3
73
LEGEND
EXISTING WETLAND LIMITS
---------- 50' PMH BUFFER
EXHIBIT PREVIOUSLY APPROVED WITH
401/404 PERMIT (DWQ PROJECT NUMBER
- 05-2012, VERSION 3) AS FIGURE 3
1
LEASE LIMITS
Lie
PERCY BLVD
EXTENSION
PROPOSED
/� �' �\` // �' 1 D.,�•"��pt�1� // _ :\__�_� LIFT STATION ,
Ct3 PHASE II 1 '
4 E . D VELOPMENT
AREA FUTURE_, N
,.� 2D
FUTURE
2E
,. <,�;,.. — — \ \ / , • �,� ... �r < , , EXISTING <
PHASE 2 / � ` \ / 1 •.q
\
/ 1 \ 1 \
\ A
FU2UDRE
\!
+ LIMITS LEASE 17
1
;. DRAINAGE _ <
y ,, i..,. \• \ .'r �::...; ., � ....., .., ram. /.` - - \ �Y
C
ARE
It
�" t � •,, •.:
A
DRAINAGE
l
/ DRAINAGE AREA #1
AREA #3
PHASE I DEVELOPMENT AREA, \
rt„
r 1
I
S. /L(�/ _ !1 - .. � fT-_ f fV
ti
I f
<
`o
S _
2CIt r - Npp•1p'2a E
LEASE LIMITS FORAGE HABITAT
u � PARTITION FOR THE \
1 r0�9� REP COCKADED WOODPECKER v
or
71
i 1
GRAPHIC SCALE IN FEET
0 125 250 500
FORT BRAGG
RCI FAMILY
HOUSING
FORT BRAGG, NC
•DEVELOPER:
n.t# '--
I'ICERNE
Ml TpgY MOVS MG I
iCHI lP��
BRAGG-PICERNE
PARTNERS, LLC
CONSULTANTS:
CIVIL
Kimsey-Hom and Associates, Inc.
NC License 11F-0102
333 Fayetteville Street
Raleigh, NC 27601
T 919.677.2000
F 919.653.5847
ARCHITECT
Cooper Carry. Inc.
3520 Piedmont Roar), N.E.
Atlanta, GA 30305-1595
T 4N.237,2000
F 404237.0276
SURVEYOR
McKim & Creed
104 Gillespie Street
Fayetlmlille, NC 28301
'T 910.323.3400
F 910.323.1028
GEOTECHNICAL ENGINEER
ECS Carolinas, LLP
726 Ramsey Street, Suite 3
Fayetteville, NC 211301
T 910.401.3288
F 910.323.0539
SEAL:
PROJECT PHASE:
LINDEN' OAKS
PHASE 2G
DRAWING TITLE:
OVERALL DRAINAGE
AREA MAP
ISSUED FOR:
CIVIL
DRAWINGS
ISSUE DATE: 7/18/11
REVISIONS: '
VA IC I. UtJGKIN IIUN
7/18/11 IFOR DWQ APPROVAL
SHEET: C12.10
KHA PROJECT NUMBER:
DISCIPLINE: CIVIL. ENGINEERING
d

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` �% o�f-V 106
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.1 1 ,. / f a DETAILS
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DA TO CURB OUTLET
LEGEND
12 SWALE CROSS SECTION
- - - - DRAINAGE AREA DIVIDE
-1;� I-# GEOTECHNICAL BORING
Channels after Sodding
Cross
Section No.
Drainage
Area (ac)
C
C33o(cfs)
N-Value
Slope
(%)
Vallow
(fps)
V actual
(fps)
HEIGHT
(ft)
DEPTH
Ift)
Bottom
Width
(ft)
Right
Side
Slope
(H:V)
Left Side
Slope
(H:V)
Channel Lining
1
0.2716
0.50
1.07
0.078
2.00
2.5
0.98
1.00
0.3
2.5
5
3
Enkamat 7010 With Sod
2
1 0.3350
0.50
1.32
0.079
2.00
2.5
0.96
2.00
0.3
3
7
4
Enkamat 7010 With Sod
3
0.3122
0.50
1.23
0.065
2.00
2.5
1.62
200
0.53
3
5
5
Enkamat 7010 With Sod
4
0.2792
0.50
1.10
0.079
2.00
2.5
0.96
2.00
0.3
2.5
5
4
Enkamat 7010 With Sod
5
5.1294
0.50
20.21
0.053
2.00
2.5
2.76
2.00
0.99
2.5
5
5
Enkamat 7010 With Sod
6
0.2107
0.50
0.83
0.084
2.00
2.5
0.93
1.00
0.2
4
3
3
No Matting Needed
7
0.1624
0.50
0,64
0.058
5.00
2.5
1.86
1.00
0.22
4
3
3
Enkamat 7010 With Sod
8
0.1675
0.50
0.66
0.070
5.00
2.5
1.15
1.00
0,13
4
3
3
Enkamat 7010 With Sod
9
0.1701
0.50
0.67
0.070
3.79
2.5
1.00
1.00
0.14
4
6
6
No Matting Needed
10
0.1244
0.50
0.49
0.050
19,00
2.5
2.20
1.00
0.08
2.5
3
5
Enkamat 7010 With Sod
11
1.3452
0.50
5.30
0.053
3.70
2.5
2.56
1.00
0.47
2.5
3
5
Enkamat 7010 With Sod
12
1.2360
0.50
4.87
0.049
5.00
2.5
2.93
1.00
0.4
2.5
3
5
Enkamat 7010 With Sod
13
1.0203
0.50
4.02
0>061
2.90
2.5
1.80
1.00
0.44
2.5
I 6
6
Enkamat 7010 With Sod
14
0.1701
0.50
0.67
0.086
2.90
2.5
1.00
1.00
0.19
2.5
8
3
No Matting Needed
15
02967
1 0.50
1.17
0.078
2.00
2.5
1.01
1.00
0.29
3
4
3
Enkamat 7010 With Sod
16
1.6294
1 0.50
6.42
0.059
2.00
2.5
2.10
1.00
0.64
3
3
3
Enkamat 7010 With Sod
17
0.1447
0.50
0.57
0.071
4.30
2.5
1.11
1,00
0.15
3
3
3
Enkamat 7010 With Sod
18
0.6091
0.50
2.40
0.066
2.90
2.5
1.47
1.00
0.33
3
8
3.5
Enkamat 7010 With Sod
19
1.4162
0.50
1 5.58
0.053
4.00
2.5
2.46
1 1.00
0.42
3
7
4
Enkamat 7010 With Sod
20
2.3807
0.50
9.38
0,061 I
2.00
2.5
1.93
1.00
0.69
2.5 1
10
3
Enkamat 7010 With Sod
21
4.1929
0.50
16.52
0.054
2.00
2.5
2.59
1.00
0.83
4
5
4
Enkamat 7010 With Sod
22
0.8959
0.50
3.53
0.070
2.00
2.5
1.35
1.00
0.43
3.5
8 j
4 j
Enkamat 7010 With Sod
23 1
0.3934
0.50
1.55
0.078
2.00
2.5
1.00
1.00
0.29
4
7 1
3 1
Enkamat 7010 With Sod
1
1.3539 I
0.50
5.33
0.062
2.00
2.5 I
1.83
1.00
0.52
4
3 1
3 1
Enkamat 7010 With Sod
Channels after Sodding
Right
Cross
Drainage
Slope
Vauo.
V,, a,
HEIGHT
DEPTH
Bottom
Side
LeftSide
Section No.
Area ac
( )
C
Qlo (cfs)
N-Value
(•�.)
(fps)
(fps)
(ft)
(ft)
Width
Slope
Slope
Channel lining
(ft)
(H:V)
(H:V)
101
1.7696
0.50
6.97
0.110
1.15
2.5
1.10
1.00
1.04
3
3
3
1 Rip Rap Apron and Sod
102
6.7721
0.50
20.03
0.110
1.12
2.5
1.32
1.00
1,47
3
5
5
Rip Rap Apron and Sod
103
2.4618
0.50
9.70
0.110
1.17
2.5
0.75
1.00
0-51
15
20
20
Rip Rap Apron and Sod
104
5.6382
0.50
16.67
0.110
1.10
2.5
0,87
1.00
0.86
5
20
20
Rip Rap Apron and Sod
105
3.6245
1 0.50
1 14.28
1 0.110
1 3.13
1 2.5
1.18
1.00
0.49
15
20
20
Rip Rap Apron and Sod
106
11.13041
0.501
29.61
1 0110
1 3.06
1 2.0 1
1,44
1.00
0.71
15
20
20
Rip Rap . ron and Sod
w
B -�
GRASS CHANNEL
NOT TO SCALE
ALL PERMANENT DITCHES TO BE GRASSED.
TIME OF CONCENTRATION= 5 MIN. 1(10)=7.88
HEIGHTS AND WIDTHS ARE MEASURED AT
THE CROSS SECTION ONLY. DITCHES ARE TO
BE GRADED AS SHOWN BY THE CONTOURS,
VELOCITIES, ROUGHNESS COEEFICIENTS AND
FLOW DEPTHS BASED ON VEGETATIVE
CONDITION
NOTE: CHANNEL LINERS UTILIZE PROFILE EROSION CONTROL
SOLUTIONS OR APPROVED EQUAL. CONTACT THE
MANUFACTURER AT (1-800-366-1180) FOR MORE
INFORMATION.
FORT BRAGG
RCI FAMILY
HOUSING )
FORT BRAGG, NC
OWNER- DEVELOPER:
i! t I
u
II
W�
BRAGG BRAGG-PICERNE
PARTNER COMMUNITIES, LLC S, LLC
CONSULTANTS:
CIVIL
Kimley-Horn and Associates, Inc. •
NC License #F-0102
333 Fayetteville Street
Raleigh, NC 27601
T 919.677.2000
F 919.653.5847
ARCHITECT
Cooper Carry. Inc.
3520 Piedmont Road, N.E.
Atlanta, GA. 30305-1595
T 404.237.2000
F 404237.0276
SURVEYOR
McKim 8 Creed
104 Gillespie Street .
Fayetteville, NC 28301
T 910.323.3400
F 910.323,1028
GEOTECHNICAL ENGINEER
ECS Carolinas, LLP
726 Ramsey Street, Suite 3
Fayetteville, NC 28301
T 910.401.3288
F 910.323.0539
SEAL:
/It
PROJECT PHASE: .
LINDEN OAKS
PHASE 2G
DRAWING TITLE:
BMP DRAINAGE
AREA MAP
ISSUED FOR:
CIVIL
DRAWINGS
ISSUE DATE: 7/18/11
REVISIONS:
DATE
DESCRIPTION
7/18/11
FOR DWQ APPROVAL
8/4/11
REV PER DWQ
COMMENTS
SHEET: C12.11
KHA PROJECT NUMBER:
DISCIPLINE: CIVIL ENGINEERING
© 2011 KIMLEY-HORN AND ASSOCIATES, INC.

FORT BRAGG
DIMENSIONS ARE APPROXIMATE
(REFER TO PLAN BY OTHERS FOR SPACING)
STREET LIGHT STREET TREE
(REFER TO PLAN BY OTHERS FOR SPACING) (REFER TO LANDSCAPE PLAN FOR SPACING)
EXTEND SEWER RISER SHOULDER 35'-0"
18" MIN. ABOVE GRADE
WITH CAP FOR TESTING 2'-0"
CORP STOP WITH METER
CONNECT, STUBBED UP 3' DRY
V ABOVE GROUND TIED 2' UTILITY i' 4'-0"
TO A STAKE. TRENCH
GRADE LINE SIDEWALK 2_ `
36" MIN MI 3'
43'MIN 6 _p
48"I MIN
EXTEND SEWER RISER
18" MIN. ABOVE GRADE
WITH CAP FOR TESTING
CORP STOP WITH METER
CONNECT, STUBBED UP
1' ABOVE GROUND TIED
TO A STAKE.
GRADE LINE
TELEPHONE
TELEPHONE
WATER SERVICE
CABLE TV
PROPOSED WATER MAIN
(LOCATION VARIES SEE PLAN)
__VS
SEWER LATERAL
1.25" ASPHALT CONCRETE
SURFACE COURSE
TYPE S-9.5A
12'-0"
PROPOSED
GRAVITY SEWER
VERTICAL AND
HORIZONTAL
LOCATION VARIES
WATER SERVICE
2" ASPHALT CONCRETE
BASE COURSE
TYPE 19.08
12'-0"
2%
3' 2'
MIN. 5' 8" AGGREGATE
BASE COURSE
\18" MIN
SEPARATION
LOCAL STREET TYPICAL SECTION (CURB & GUTTER)
(NTS)
1.25" ASPHALT CONCRETE
SURFACE COURSE
TYPE S-9.5A
2'
4' 16.5'
ASPHALT PARKING
3' DRY
2' UTILITY 1' DIRECTION OF SLOPE 2" ASPHALT CONCRETE
TRENCH VARIES, SEE GRADING SURFACE COURSE
PLAN TYPE 5-9.5A
SIDEWALK
36" MIN
43'�MIN
48"I MIN
CABLE TV
GRADE LINE 3' DRY
UTILITY
TRENCH
5 i 3' 5,
GRASS SHOULDER
�6" AGGREGATE
LATERAL BASE COURSE
WATER SERVICE
W%��W.�///Ws//I
PROPOSED
GRAVITY SEWER
VERTICAL AND
HORIZONTAL
LOCATION VARIES
— v
3' DRY
5'-0" 4'-0" P UTILITY
TRENCH
2% SIDEWALK
a--
,, MIN 3' 36" MIN
GRASS SHOULDER 43" MIN
48" MIN
1' O O
TELEPHONE
PROPOSED WATER MAIN
(LOCATION VARIES SEE PLAN) _
WATER SERVICE LINE
TV
f
2' ASPHALT CONCRETE
FBASE COURSE
TYPE 19.OB
i
— 12'
2%�
MIN. 3' 2
MIN. 58" AGGREGATE
BASE COURSE
�2%
JE' GRASS
SHOULDER
B 1 _
PROPOSED WATER M
(LOCATION VARIES SEE PL
\18" MIN
SEPARATION
LOCAL STREET TYPICAL SECTION (CURB & GUTTER WITH ON —STREET PARKING)
(NTS)
5'
2" ASPHALT CONCRETE
BASE COURSE
TYPE 19.OB
6% 2%
10" AG
BASE
1.25" ASPHALT CONCRETE
SURFACE COURSE
TYPE S-9.5A
2%
-�i
ROCKEFELLER BOULEVARD (30' WIDE ACESS ROAD)
(NTS)
5'
GRASS SHOULDER
3' DRY
UTILITY
TRENCH
EXTEND SEWER RISER
/18' MIN. -ABOVE GRADE
WITH CAP FOR TESTING
CORP STOP WITH METER
CONNECT, STUBBED UP
1' ABOVE GROUND TIED
TO A.STAKE.
LINE
3' I 36" MIN
43" MIN +
48" MIN ( J
10' V 10'
MIN. 3'
PROPOSED
WATER MAIN
EXTEND SEWER RISER
18' MIN. ABOVE GRADE
MATH CAP FOR TESTING
CORP STOP WITH METER
CONNECT, STUBBED UP
1' ABOVE GROUND TIED
TO A STAKE.
GRADE LINE
TELEPHONE
WATER SERVICE LINE
TV
TOP OF PAVEMENT RC I FAMILY
HOUSING
1' 1• 36" MIN
48" MIN FORT BRAGG, NC
ELECTRIC PER LAYOUT CABLE (2) 3' CONDUIT OWNER 2" OR 3' CONDUIT DEVELOPER:
(EXTEND CONDUIT 5' TELEPHONE (1) 3" CONDUIT
BEYOND BACK OF CURB)
r"Im
ROAD CROSSINGS 4
v
WAS
BRAGG BRAGG-PICERNE
COMMUNITIES, LLC PARTNERS LLC
TELEPHONE CONSULTANTS:
WS
CIVIL
3 Kimley-Hom and Associates, kle.
NC License YF-0102
CABLE 333 Fayetteville Street
Raleigh, NC 27601
T 919.6n.2000
3 F 919.653.%47
E ELECTRICAL
ARCHITECT
Cooper Carry. Mc.
35M Piedmont Road, N.E.
Allanta,GA. 30305.1595
4 T4042372000
F 404237.0276
SIDEWALK
SURVEYOR
McKim & Creed
5' 104 Gillespie Street
Fayetteville, NC 28301
T 910.323.3400
F 910.323.1028
BACK OF CURB
-. GEOTECHNICAL ENGINEER
ECS Carolinas, UP
726 Ramsey Street, Suite 3
PEDISTAL TRANSFORMER LAYOUT Fayetteville, NC28301
T 910.401.3288
F 910.323.0539
3' DRY ��'""" /GRADE LINE
UTILITY—�( 1
TRENCH
I' NOTES:
X
36"MIN ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE LATEST
EDITION OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION "STANDARD
43' MIN TELEPHONE SPECIFICATIONS FOR ROAD AND STRUCTURES".
REFER TO LATEST SITE GEOTECHNICAL EXPLORATION REPORT FOR PAVEMENT
48' MIN REQUIREMENTS AND SPECIFICATIONS
REFER TO LATEST SITE GEOTECHNICAL EXPLORATION REPORT FOR SUBGRADE
TREATMENT METHODS AND REQUIREMENTS.
ALL PAVEMENT SECTIONS ARE SUBJECT TO FIELD CHANGES AS DIRECTED
CABLE TV BY SITE GEOTECHNICAL ENGINEER
REFER TO THE SITE PLAN FOR THE LOCATION OF TYPICAL SECTIONS, SIDEWALKS,
CURB AND GUTTER, AND OTHER SITE FEATURES.
SEAL:
U Ibr,NO" �I>31n
PROJECT PHASE:
LINDEN ,OAKS
PHASE 2G
DRAWING TITLE:
TYPICAL
.'STREET
SECTIONS
ISSUED FOR:
CIVIL
DRAWINGS
ISSUE DATE: 7/18/11
REVISIONS:
DATE IDESCRIPTION
7/18/11 IFOR DWQ.APPROVAL
SHEET: 022.00
KHA PROJECT NUMBER:
DISCIPLINE: CIVR,ENGINEERING
© 2011 KIMLEY—H&N AND ASSOCIATES, INC.

O
Om TOW frLL-- TOP OF ftll TOP Of FILL IzO„N Hj ow
y } }
< - y
Z -- ¢a3 y<• Z NOTE: USE TYPE HE" "P" NANDOTED.
"G" GRATE - aQ
moo ,_ ---- 2E'-S • DN I UNLESS OTHERWISE NOTED. „i� PSI P ��€ BRAGG
/�
Ir-IZHSb OXtlMD LIRE _�. „�_ ..�,` fd,OlW LL1,E^ „ --__ gipYxl llXE -i OOwSz r•z T=D B lj OO�xZ V
y _ "- FORT B
xcT yyy CJm A.r r �7 r �, -+ >u , �-. ���p ,,,--ar,,;=,,,_ „- _-.,, a w¢zws ioyaom I � ^� w¢zl,_i CONSTRUCTION NOTES MAINTENANCE NOTES
F-D. FS¢Z•`Di STO00 2 " If- _y I.2! a 1- 'O"
„ a
LP. r
o.°.Iz. OUCH. - w z,.,�r�l N N L-s z CARE SHOULD 8E USED DURING INSTALLATION TO MINIMIZE PLEASE REFER TO SECTK)N 7.0, GENERAL BMP MAINTENANCE, FOR INFORMATION ON TYPES OF MAINTENANCE, TYPICAL
x°r ltss mrn a•� N�D-oJ o mF- ow
ooNgQ AZ�Z - - sEcrlox - u sEcrr:ox - r ooN� COMPACTION OF SOIL ON THE BOTTOM AND WALLS OF INFILTRATION FREQUENCY, AND SPECIFIC MAINTENANCE TASKS THAT ARE COMMON TO ALL BMPS. THE FOLLOWING INFORMATION IS RC 1 FAMILY
>DD F © z DEVICES SINCE THIS WILL REDUCE THE PERMEABILITY AT THE SOIL MAINTENANCE THAT IS SPECIFIC TO INFILTRATION DEVICES.
,',�iy't�,.'_; -� ny A �� A ALIrd! FRAME WITH INSIDE ->
�O ' a.D. n4 Ya. J ° ° I ° - \% A0G" from ao i�/I'-' P' EDGE OF WALL TO ALLOW t ao INTERFACE. TO AVOID COMPACTING THE DRAINAGE MEDIA, LIGHT
e.D.nx By _,.� ` - r- . +K EQUIPMENT AND CONSTRUCTION TECHNIQUES THAT MINIMIZE FOR THE FIRST YEAR OF OPERATION, INSTALLATIONS SHOULD BE INSPECTED MONTHLY AND AFTER EACH MAJOR STORM.
- ° w HOUSING
o.D xor LEss TINN 6' D-P. AS mMCTm ex ExB. 0 z 0 FOR VERTICAL ADJIISTYENT i" _ O
•--------� _ _ WALL, SECTION- =�II� '[L�=•IL-�� COMPACTION SHOULD BE USED. AFTER THE FIRST YEAR. QUARTERLY INSPECTIONS, PREFERABLY CONDUCTED AFTER A STORM, ARE RECOMMENDED.
o. D. fl_� T i
NORMAL EARTH FOUNDATION ROCK FOUNDATION UNSUITABLE MATERIAL FOUNDATION �� SECTIOx - N F RUNCFF SHALL NOT BE DIRECTED INTO AN INFILTRATION DEVICE MAINTENANCE IS VERY IMPORTANT FOR INFILTRATION DEVICES. PROPERTY OWNERS SHOULD BE EDUCATED IN THE FUNCTION
PIPE IN TRENCH UNTIL THE DRAINAGE AREA IS STABILIZED. A CONSTRUCTION AND MAINTENANCE REQUIREMENTS OF INFILTRATION DEVICES. ESPECIALLY IMPORTANT IS THE MAINTENANCE OF VEGETATED FORT BRAGG, NC
B SEtiIOM - PP BECTiON •-ILy
Ire of TILL TOP of TILL rM aF FELL SEQUENCE MUST BE FOLLOWED THAT REFLECTS THE NEED TO AREAS THAT DRAIN TO THE INFILTRATION SYSTEM. AREAS THAT ARE ALLOWED TO BECOME BARE AND UNVEGETATED WILL
1 m -_� M o T FLAN J -� - 9--{ = PZH STABILIZE THE INFILTRATION DEVICE. THE LONGEVITY OF INFILTRATION CONTRIBUTE EXCESS SEDIMENT TO THE INFILTRATION SYSTEM AND HASTEN ITS FAILURE. ANY SEDIMENT DEPOSITS IN
¢ a m FRAME,GRATE, S HODU ASS'Y - ¢ DEVICES IS STRONGLY INFLUENCED BY THE CARE TAKEN DURING PRETREATMENT DEVICES SHOULD BE REMOVED AT LEAST ANNUALLY.
YIx. 0. ^ _ 'lam Y[x- OA- ^ " - YI„. O.°. of-
y�'�1 � O O a CONSTRUCTION.
O _ VEX. " }n„�, 0..0,„ �-_-_ z 6 6.L Y� _ Z = _ THE SURFACE OF INFILTRATION SYSTEMS MUST BE KEPT IN GOOD CONDITION. COLONIZATION BY GRASS OR OTHER PLANTS
Ly
O x ^ Erwxu LEXe ^^ sue_ cnaWO LIVE �t Q m m i Z O v A MINIMUM OF ONE OBSERVATION WELL SHALL BE INCLUDED IN THE SHOULD BE DISCOURAGED, SINCE THIS CAN LEAD TO REDUCED SURFACE INFILTRATION RATES. IN MANY INSTANCES, 1T IS OWNERS
"n ° `�"� 3 f- i e 3'.0" ' _ _ 1$ - 3 z DESIGN OF AN INFILTRATION SYSTEM TO PERIODICALLY VERIFY THAT CONVENIENT TO COVER INFILTRATION TRENCHES WITH CONCRETE GRID PAVERS OR SIMILAR PERMEABLE PAVING SYSTEMS DEVELOPER:
s y - " _„>", ", _ _ THAT CAN BE REMOVED EASILY P
P
4, ,
N a Q a
i/1 GI a
a
¢ y u THE DRAINAGE MEDIA IS FULLY T
m _ ,,,,,_, _, _ . EAS L AND REPLACED AS NECESSARY TO SERVICE THE TRENCH.
/ „ G z Q N �p y a „, o ¢o DRAINING. HE MONITORING WELL
�l' _� M•1- y > z K -K a a i o SHALL CONSIST OF A 4-INCH TO 6-INCH DIAMETER, PERFORATED IN ORDER TO MONITOR PERFORMANCE OF THE INFILTRATION DEVICE, OBSERVATIONS SHOULD BE CONDUCTED TO DETERMINE
o m y O.D. I_,-o0.1.4 WIN. - ''o.D.` E°.°. /'t YE". 9 ¢ W o - v 11 n N a POLYVINYL CHLORIDE (PVC) PIPE WITH A LOCKING CAP, THE WELL
0 o N0i "� TM" a' IBr L56 """ °• = •�'_°' o O. = D N a §F,4IS41L_M o H z SHOULD BE PLACED NEAR THE CENTER OF THE FACILITY OR IN THE HOW LONG IT TAKES RETAINED WATER TO INFILTRATE INTO THE SOIL AFTER A STORM EVENT. THE DETERMINATION CAN BE
I ^ s DIMDIm 1- a _L
2•-..� "� ^'.DTz� ° I°ND°1 lMS MIN.r. s• Ycx. o.P. o.D. YEN. D.D. ar fNa(FEEA ¢ M w o o _TI z Q a GENERAL LOCATION OF THE LOWEST POINT WITHIN THE FACILITY, WITH MADE IN TWO WAYS. THE MOST INFORMATIVE WAY IS TO READ THE WATER LEVEL SEVERAL TIMES OVER A PERIOD OF DAYS r 7
s �Nr Fa- z THE INVERT AT THE EXCAVATED BOTTOM OF THE FACILITY. AFTER A LARGE STORM. THE ALTERNATIVE IS A "ONE-STOP'METHOD, WHERE A SINGLE READING IS TAKEN AND COMPARED
WITH THE LOCAL RAINFALL RECORD. ALTHOUGH LESS ACCURATE THAN THE MULTIPLE READING METHOD, THE ONE -STOP Lii t
F NORMAL EARTH FOUNDATION POCK FOUNDATION UNSUITABLE MATERIAL FOUNDATION w LL D = L M " ,� ]" N t7 '
D °'R PIPE ABOVE GROUND x O o v •+ J F11AYE PLAN x o
la
M'- Oz FN4 x z § TTgN_-._�3 N ^ METHOD WILL STILL ALLOW SIGNIFICANT DETERIORATION IN PERFORMANCE TO BE RECOGNIZED.
SFxf1LLL NOTES: AS MAID SIITKLE tq tl YF,TENIK Oft SAINT MATERIAL FOR PoVMTIPY CONDITIONING J •f. 44 •' _ ,%" 6
As BNEOT. er TME EVI NEE.. O 1/a-, - - 3'-OMB" •, W Ewjl loft
E,D. -TIE ,W{,1F11 •,p11NS!„FEK EXs,DE DEYEXSEax. ®USE `f il MATERIAL� TMEAnflegnu CLASS
ALF AS
•X�Is INHALER TxIt1 M. W = N O Oa = -� ^ I-.-� R 1 3" R Z THE TOP SEVERAL INCHES OF DRAINAGE MEDIA AND THE FLIER CLOTH ALONG THE TOP OF THE DRAINAGE MEDIA SHOULD
S.D. • rxE YUENIW xORI]C„TK P3rYtOE o:YDW,aN. - F P4 0 _ - - - - - - - - - _ _ _ _ w ¢ BE REPLACED ANNUALLY OR AT LEAST WHEN THE DEWATERING TIME IS LONGER THAN 5 DAYS. IF AFTER REPLACING THE -14
O wWlsTumEO fwm wrERw. W z = - ee a > 4' O
-f > 1- ( = LL TOP MEDIA THE INFILTRATION RATE IS STILL NOT IN THE ACCEPTABLE RANGE, THE ENTIRE FACILITY MUST BE DISMANTLED
Z x . THE FILL xEEglr YEAyY1FD vERiErALLr nr ANY POExr SELECT YLrfRIu }1' ! - , t " 2,_O" 8" _
KOHJ THE PIK FRCY WE TM OF THE PIPE TO 111E TE, CLASS Iv OVER m FEET
6• ,_/'e;,) 4;•; AND RECONSTRUCTED.
OF rIY E' ,Wxr AT TUT PBnn CLASS
EET Ea[ W.INDI •D FEET NN ao FEET 312" 3'-0" 3Y2" Q 44" PROPER DISPOSAL OF THE MATERIALS REMOVED IS NECESSARY; THE AGGREGATE AND CLOTH SHOULD BE APPROPRIATELY BRAGG BRAGG-PIGEONS
CLASS II OYfA N fFFi 1WOION M FEFE
ME
gELEE w THE AL, NOT ..0 FARE `CLASSS IV. Dinli'n°M INI iIIN"nIM Ian CLASS 11 ON III. SEtir@x - xK I.�4 °Now" I� PACKAGED AND DELIVERED TO THE LOCAL LANDFILL, IF THE OPERATING AUTHORITY APPROVES THE DISPOSAL. FOR FLU IPLAEFTATION MPNWEP SIET.,81.E LCLl.1. WTEN, FJ. M aLLECT MATERIAL. 9ELE[I MTEAEK. NOT rP Ex(£ED CLASS IV. IMY BE IAED IN LIPI OF C1AS5 EE d TIE. 2'-„ " 4'S'@° PARTNERS LLC
FOR FDUNMTEM C4U=iEPNEW A8 DERECTFL Nr THE ENaIXEER. HUMPER SELECT VATFAIK a, NM DE XEwwa MbM THOSE POWIloWs ON AX INDIYEDWL MEET , OF 2 COMMUNITIES. LLC F HEET 1 OF , WILL LOT ME KLCED) PIPE DISI 4 ION LLYATE° WC£R TNT PART Of TR PILL WIEPE T' IS AA FEET p LF&5 ET t OF 1 "EEt 1 OF 2 R+F
300.01 IN, N T ONEa AE iu� PPE""ND OPEN NN KO °Ees�s °�iLo " 'SPnm n wi"Ncw 300.Oy 840.03 N4P2 ELeyATT�I SECTION ' RR SINCE INFILTRATION TRENCHES AND INFILTRATION BASINS HAVE DIFFERENT CONFIGURATIONS AND MAINTENANCE NEEDS, AN
$40.03 APPROPRIATE SAMPLE OPERATION AND MAINTENANCE TABLE IS OFFERED FOR EACH ONE. CONSULTANTS:
OMETHOD FOR PIPE INSTALLATION O FRAME, GRATES, AND HOODS
1 1 OF i 3 2 OF 2 CIVIL
O 6" 'L' 6" 6" 'w s^ z Kimley-Horn and Associates, Inc.
a- aaWxL NN[A[ o o N NC License #F-0102
v� AI, aOPt INY swTIM To Ve We OE+TNEu sHoNA, a MAPS P4 Acy {� -_ F> CONCRETE CONTROL STRUCTURE (TOP OF RISER = 347.00)
y X AT TePAll4w Al # A m w TG MEMO. Z jz -, " cLR. TYP. z : a < 333 Fayetteville Street
�• Z 3.1 ±LOPE EWTAL. TO WE nwO IN RME°m aICTIONO°P PIPE D„N4Oa fO5 a'. #4 REBARS mL #4 REGARS ° zs � UTILIZE NEENAH GRATE TYPE 4884-A OR APPROVED EQUAL y
.nmoro'Nru°T eo IA alga aRul Mae YMWI n nNm a y oucciip Yr Tx ENau1Hn. m o �1.� � { _ - - - - - - - ,-, o cp Raleigh, NC 27601
LLJ
a EALEr BO mcrlom. )1 ALL faBW TC n UNWASHED 1'. '-1 n 00 x
T9.-} Y -1 aAYa -V Mk'XNTE WNLL a..Ix INCOME'. 0030-H , I, \I qN - •� ,,, - ¢z z EXISTING GRADE GRADE T919.677.2000
�Y�l TI EW®fW aTDLIWW ME IaOaµV YMO OY PEK a2lx =-T+�Aym -A _� THE PATTERN OF THE F�<ox E1(\STING F919.653.5847
Syp J( ___ -- X zPS.,ar,Ztoi °. 61m tmp PANELS ARE SNMYN oo -a.^ Ia-x¢zw 700-YEAR OUSEL = 347.32'
TIP AWt KTMiON IS AMD tm ATONED. S O „ I� H f X4
yDD I� 3 PURPOSES ONLY. o 0 ov, a z N¢ 10-YEAR WSEL= 346.26- ARCHITECT
Z" L:m "O' NwYK FILE
009'-' 3,. 3„ g FOR ILLUSTRATIVE
_t as
W5 flEBARS ,2' 95 REBARS `v°� ° ° '. " LET L v INFILTRATIONBASINS
ny : aLvsT r4omcrEPN N 1° 1 v a ANY FILL MATERIAL
�,.. N alfa oRFA.Rm i CENTERS, iTYP I 12'CENTERSI-. ° `o - a w0 OQ Cooper Piedmont
Inc.R
$ LI_I W, SLOPE DETAIL 5 3520 Piedmont Road, N.E.
PLAN f,'a ° .' ; ANY FILL MATERIAL s ` A6anta,GA.30305.1595
�amM� z¢ SECTION A A SECTION B-B D l ti MUST BE CLEAN SAND
eNBwLL _ _ D ° �„z.':- USED TO CONSTRUCT oo WITH LESS THAN 7% T404.2372000
WAR oR FAwI° a:T aLora < �_I 'L' + 1'-O" v INFILTRATION BASINS (L`
4-� p DIAMETER Of CAHAT PASSING 200 SIEVE. F404.237.0276
r B �I °' W MUST BE CLEAN SAND
WITH LESS THAN 7% D 7o e-.; ,° YIN. GEOTEXTILE FILTER FABRIC
° r 4 '� " cmp z A i p w cLR.(TrP) ¢ = PASSING 200 SIEVE.
FIT - L -� 0 0 #4 R BARS C 1 YIN ^ C O 1-
y - - ---{ f I -% ,v of ,lal -••� F• ro ,, o y ,_--- ___ �3 Clfl. {TYp4x4 W4xW4 WAFFLE WALL ISOMETRIC VIEW Z J INLET PIPE SURVEYOR
cc
ro 2 WTaet uQ •m J� L -� _ BCYnL � / r O 0 N 3 i WWF 6LAON CENTERS (NORIZ. 3
SEDIMENT CLEANOUT ELEV 345.15
3 ELEV: 345.00 McKim & Creed
s m T L.-__ P�` i �..,� n 9 D TO REBARS) q VERT.) = 104 Gillespie Street
O y �\ -j- z a z - (USE WITH O W w
V D SECTION-XX ,�� a� , -,. o N o _ __ " " a' x a' A LARGER o O LL Fayetteville, NC 26301
..:.: ..
1.
m �mA11 z - FRONT ELEVATION Z Da �° B.t. �. " DRAINAGE STRUCTURES ¢ Q 3 RCP OUTFALL REFER TO GRADING T 910,323.3400
D "t TYPICAL) o M o PLAN FOR PROPOSED ELEVATIONS F 910.323.1028
a 0 „ 4" LAYER CLEAN SAND )
fA 0 t7 - FLEW tla m m 9 WAFFLE WALL PLAN VIEW SOLID WALL PLAN VIEW
00
2 PLAN IN SKEW to E s„ ,L, e° s„
.'II
Re
ITT a m P YIIQYIOYB NO PYUn'Y£ NELVITIT,E$.fM YWTKL r C O
" YIN. CLR. 1" YIN. CLR, ° 1n N GEOTECHNICAL ENGINEER
•yF -I iTNNYrt faDWltti SNYIW DIATRLT4 _ RM m'Emm BW >CPELde ew nCTip PlNma/0a v TO „ - _ ' v v u v o (7 a v
a 4x4 W4xW4 SHOUT = 342.00' ECSCarolinas,LLP
m OIA T D N H l YP' 0 H X. I HIT dre w tDIY. Di nDA - FIMIG BA A Y C E F G a .4x4 W4%W4- 0 J O YIiYF (LAP p :a o a ° c° ZO
w W
A ,Y ,aN• r.Y rr r-E• r-4 a.OW ,�-D• I'-r r.a' e.m 1Y 'sovee-P• Vice A0R8 a:e°a La'.ma.,Wl.T Lr r r.v •'+h' rr tl-0i4' m WMf (LAP WWF m TOREHABS)` ° 726 Ramsey Street, Suite
B" ONTO flEBAR3 v v' v
1E• •N' r.t' 3288
r-r r-E• a P.IP I.v fe or
Y-M• °.ai n• s-#SX41-0"BIDF ROES B.OPI tY-FYAIe-MOULT ,r 4' YY fW' k•' r•,' ) R 5 ¢ "D ° °a .� ° 0•
r-S' r•Y T.D. a•-W' o,L r•4• I B r-u• rr o:YR a• r•sSHIP.O.tEDMS s.oce. D4mJP.iMA.T IC a• k•Y s.m• Yr KP > #5 RESARS > o ° ° .4 ° FayBltOviNe,NC28301
aINAr':o••la R°Da .TV aY-atrM.roQ.R n• Oh' rey" k✓ r.r. s4k' AS REBARS 12" T910.323.0539
@4• ah' 11v Lw r D, rr o.m , e I IV tl4Y a'r 0_n 24• 0 12" CENTERS
ae' 2%. n1+• k- • I'n• tla1' O.m ,'..• Yq• i'-,• m'r °.+• W' 2•a4N1'-0" BM Root e.m. >e'•mwm.p fa' ,Cr (r ,•. r-a' Y-AI' CENTERS (TYP.) TYPICAL ° `° INFILTRATION BASIN B M FO 2 F 910.323.0539
3e' a" .Y tl a' 1"' W4* 6A4 Y�0' Y-e rr FL.' 9.n a6' a-o xH<" NPe RPM IP.NMt M-m-BMb• aY `r r.Y -,Di1 r rnN' . o , . v °_.::> ° " P o ° ? °
Jr-YIr s'Y r4C Wr rC SHEET I OF 2
1 K• a rr ,rr 9," r-6• ]Lfl• r•r v.A o,p1$40.45 SECTION 'C-C' o D SECTION 'D-D' D SOLID WALL ISOMETRIC VIEW SHEET + 6 2 N.T.S.
3t0.01 .r' `N• r-r rr rr H +• o.w ra• la r ,.n m' E•F.w Prnvx gom t:mD w r-r rr r-Y r.e r.Y 840.45
FLARED END SECTION O PRECAST DRAINAGE STRUCTURE
2 , OF 2
OF , _
o GENERAL NOTES: z
am OPENING SHALL BE L' OR'W' • ,` T" O
o Z THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING LotaTEO As gE01I1RED -- ""� - F> m o <y
O N
<i 2$b° NQ N zo STANDARDS: 840.01, 840.02, 840.04, 840.06, 840.1/, -I #4 REBPAS <ra
z DETAIL SHOWING TYPES OF GRATES 2' i/nt" <F r�o�yN BaD.t2, 840-i4, 8a0. 15, 840. 17, Ba0. 18, 840.19, m NIA 6" cENrER� I m zoEj SEAL"
o USE ACCORDING TO WATER FLOW. 1L2"� z 3Y E,j m y - LLJ
n,N.oa - F4-2 "zyxD eso.2s, aao.27, eao.za, 840.31, e40.32 AND 840.41. ___ '" ° � wiz CONCRETE CONTROL STRUCTURE TOP OF RISE = 3;56,50
mOTyN4 I' B �' LLJao-•''z OamgO 4 • INSTALL PRECAST DRAINAGE STRUCTURES AND PAY �'i 3- FL - UTILIZE NEENAH GRATE TYPE 4884 A OR APPROVED EQUAL ,w.`TT11t11111/Y// ,y2ySn -I- DONS =Mj;Dm - .#s RW,S Wumo,, ��`\l� O% /��
'n0 0-4 _ T w<�LL a FOR IN ACCORDANCE WITH SPECIFICATION SECTION 840. p OPE M-o¢oEy A (/ �
x�I Dm C7YPE "G" TYPE "E" TYPE "F" A A 1" I go" 1-O¢o0 zsWon • DO NOT PLACE PRECAST DRAINAGE STRUCTURES STEPS - Fa-x1"zw `�\ � • .•�•:�•••�/��
N o . �. a f FR o„ SECTION L._C' N1-woJ €ESS�� z�oo.T +HER �- y�LL 0z J nG3� UNDER TRAFFIC OR WHERE TRAFFIC WILL BE DETOURED. ps BARS } oOiq 4¢ `;•��
axZ. o aD� USE 4000 PSI CONCRETE. C I @OPENING C z EXISTING GEOTEXTILE FILTER FABRIC E
>-i -�-WATER FLOW I SAS WATER FLOIM �- I-TjTgh" z ,rN+°C <.y.1 PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 FOR N�-I GRADE G GRAD
> 1 ] F>•• N Z �"-'- i i�• w �7 EXISTIN
-+ �. H GRADE 60 AND WELDED WIRE FABRIC CONFORMING TO ASTM ALES. I - tO0-YEAR WSEL = 337.07`
N z " - - - - - - - - - - - _ - - - - - - - - - B i N2 I 00 • LIYIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB FOR WAFFLE WALL - - - - - - - - - - - - _ MIN., O
STRUCTURE TO 10'-0"; LIYIT SOLID WALL STRUCTURE
-i'-' io t5'-D„- m '
- - - -- - - - - -'- - - - - - - - -- PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH 8" 'L' ..,-�A. " t ANY ILL MATERIAL ••••�
0 YEAR WSEL 336.13'
1 L2"OSHA STANDARD 192fi.704- ° Q
v -ELEV: 336.00 v F 111111111N $/T'I� SECTION B-B y CUT OR FORM OPENINGS FOR PIPE TO PROVIDE PLAN TOP SLAB _ , " - , � i h NFlLOTRATIONNBAS BASINS
_ _ _ _ - _ ._ _ _ _ - _ _ _ - _ .__ _- _ _ _ - _ _ _._ _ _ _ - _ I M REWIRED SIZE AND LOCATION. ORIENT WAFFLE WALL STRUCTURES 5 ' -_-'" O ANY FILL MATERIAL
'1 21� .." I� p ,z-• iJ n so THAT PIPES ENTER TnRa>Gr+ THE " -" o i- N USED TO CONSTRUCT �(o .y MUST BE CLEAN SAND
a z -•-WATER FLOW SAG WATER FLOW O N m D - LL O J A WITH LESS THAN 7%
a Lk. O Dap m N ,.• KNOCKOUTlWAFFLE PANELS ONLY. PIPES MAY ENTER THROUGH _ CORNER CUT DETAIL cR < INFILTRATION BASINS <" o O
ECpN .rr SECTION A -A = a -i N THE CORNERS OF SOLID WALL BOXES IF A MINIMUM OF 6" of jS LID WALL BOX z ¢ 1- MUST BE CLEAN SAND PASSING 200 SIEVE.
m m N z = D = WALL IS PROVIDED ABOVE THE HOLE. -� •'R [-• w •
_ ----- o r 0 a 3 o WITH LESS THAN 7% PROJECT PHASE:
Z TYPE "F" TYPE "E" TYPE "G" TYPE - E 3 Z Q z A ALL ELEMENTS PRECAST TO YEE7 ASTM Cg13. e" _ _ _ 'C Gg 'W _ 9 y PASSING 200 SIEVE.
0 H y --- ¢ a O O D g ' FRAME AND GRATE HEI6HT YAY 8E ADJUSTED WITH CONCRETE -. �j r `� 0 LU SEDIMENT
TO 9 a RAISED FLOW ARROW 0 '1 I"t o OR BRICK IN ACCORDANCE WITH STANDARD 840.25. #4 REBMS I 1 o t9 za INLET PIPE CLEANOUT d MAIN BASIN AREA LINDEN OAK
-1 , 2 ^ O m 1" CIA v 6" CENTERS --- - .m ¢ a SEDIMENT CLEANOUT D z O /1B' HIGH --._I r.-� 0 N '� y PROVIDE PRECAST STRUCTURES OVER 4'-0° IN DEPTH WITH - �. N ELEV: 335.25
-ni -I o RAISED FLOP/ ARROW 24.4" - h !d D Y4 DEBARS a z w PHASE
Dm % " HIGH �1 I` ' O p Q W 0 Z O O STEPS AS DIRECTED BY THE ENGINEER. 1' W CENTERS ,' € a A I--E1.EY� 335.15 ELEV: 335.00
a N G W O = 0 F 0 IYt ' WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR AS LONG CAR _�
¢Q
O o Q � - � '� a N O W D AS THE SANE AREA OF STEEL IS PROVIDED. EA O J • , • ^- • ..> <-"`. 'a •' '- •"
p z y O ,1�" ,'�"I tL2" w t7 z -F z SEAL JOINTS WITH A FLEXIBLE BUTYL RUBBER PRECAST RISER PLAN PRECAST RISER DETAIL >= Q
- C BASE CONFORMING TO FEDERAL SPECIFICATION SS-S-21A, N [- w RCP OUTFACE REFER TO GRADING
Cl z y6A _ ^o D F FOREBAY AREA ( DRAWING TITLE:
1 N OU N R i m AASHTO Y-198, TYPE B- BUTYL RUBBER. e\ EEDD a Z )
O Cca
= O - - - _ O • LIYIT MAXIMUM STRUCTURE SIZE TO INSIDE CLEAR d 1 (O
g -- a _ w O E 4" LAYER PLAN FOR PROPOSED ELEVATIONS
D O o r _1yg•' S --I �..- Z a a DIMENSIONS OF V-0" X 5'-0". E W GABION STONE
N a
,
IL`L"R tU U. ¢o A THE OUTSIDE PIPE DIAMETER PLUS 2" OR THE OPENING I'� j BASKET BERM CLEAN SAND
0 2'-1144 11'2" 1 2'-11$'4" T'8 m REQUIRED FOR FRAME AND GRATE IS THE MINIMUM STRUCTURE I fiI' LL
- I SIZE ANIOLEVFR IS E AND
� -; F' 6„ -I STORM DETAILS
�1'$�F'�/e - I • USE MANHOLE FRAME AND COVER AS INDICATED ON THE PLANS. SHOUT = 332.80'
REINFORCE OPENING AS SHOWN ON THIS SHEET. SECTION VIEW SECTION VIEW --
134° SECTION A -A
_ C EET 2 of z OPTIONAL JOINT DETAILS SHEET z of 2
EET z m z TYPE '-J TYPE G .� SECTION A -A SHEET 2 OF z 840. 45 840.45
840.03 840.03 INFILTRATION BASIN BMP �3
PRECAST DRAINAGE STRUCTURE N.T.S. ISSUED FOR: FRAME GRATES AND HOODS O 2OF2
3 1 OF 2 CIVIL
z amm GENERA NOTES D Y T AY Z DRAWINGS.
ZN
Om ON <y USE IDEA) PSI MINI" COMERESSIVE STREHOTH CONCRETE. IN DANK YIN. MIN, YIN. CIRCUMFERENTIAL HQ
y > yyy Z CONCENTRIC a
<- NOTES: E'< pN O FAfiRIQktE, ASSEMBLE AND UEBIGN PRECAST MANHOLE CAUNV ENTS oW TER WALL TOPMOTTOM AREA OF STEEL j
0,10 Z~ r2Om'N ACCORDANCE WITH AMCO MIN. COTE SECTION ITT,) THICNNE88 SLAB iHiCIOESS PEP VERTICK FT. 1Z-RxCBV
n x4a bl (FT.1 0 6'• • THIS PRECAST ENV#PLL MAY DE USED FOR THE FOLLOWING ¢ U m -R LLJ
ra T-ly IM�I -_ -'--- STANDARDS: 836.21, 638.2I, 838.33 AND S38.39. LLJOF4 - x4zysD ASSEMBLE DISEq MO GAME PINGS WITH THE STEPS SPACED 12" INN.) (IF.) /sD. IRA.) OOwSz ISSUE DATE: x4 ZO - n ' I I~ • INSTALL PRECAST EEBIWLLLS WITH WINSS MO PAY OQ 0 x Z Z T g D m FROM THE TOP TO THE BOTTpI OF THE YPNIgLE. . - - _ w Z LL Z 7 / 18 / 11
2 T. T FOIE IN MBE WITH SPECIFICATIO" SECTION W8. Wa LLZ Na0 MIENE THE WN E IS EXPOSED TO ROMI TRAFFIC, CONSTRUCT 4 _ 4 6 -. _ 0.12 _ Q G¢O .O
TZS . P-O O S O FIVE TOP m THE YANH0.E FLUSH WITH THE fifO1N0 AND A YIHIYW 5 6 S 0.15 1-ZE'Z"-•
S NOO 1 0" 1' 0" USE 4WD PSI CONCRETE. a f O Z,yOrT1 OF °" MOVE THE 9gOW0 AT OTHER LOCATIONS. _ _- __. ._.-____- NF- O'D
Z'v,rM • PROVIDE ALL gEINFOIGIEAi STEEL WNZOI MEETS A$TY A815 1-S 2 W O 8 6 e 0-16 LL J
O,y FDAGRADE SO AND MELDED WIRE FABRIC CONFOMOB Ni- OJ O a`2,2-`IMIT ¢QQ
OSa = TO MIN AIM WITH 2" YIN. CLEARANCE. 00»Q �nD L�TIOpEPAB Of FILL TO 30' 0" FROM FINISH GEUDE TO TOP OF 2 w
Fa" Dy •] SODDED sloes REVISIONS:
I PLACE LIFT MOLES OR PINS IN ACCORDANCE WITH Z > y� NNE YIN. STAR THICxNESS 'T' IS THE DIMENSION OH OF THE D 7/ 18/ 1 1 FOR DWQ APPROVAL
]A,
H2 I H2 OSHA STANDARD 1926.704- LL"" O THINNI8T STAR TH CI ETHEESS TOP/90TTO1 SLAB, 2'. MCI AND BOTTOM DATE DESCRIPTION
H11 i • PIPE TO BE SHOUTED IWO HEAOYW.L AT OUR SITE By w0 a ALTERNATE CDNE SECTION �E RING- �- O
CO"rMCTtli O • TOP TNT OF REIIIF�CEY£Ni MAY BE NEGLECTED If TOP SLAB HAS YIN. AREA OF STEEL
I ALL ELEMENTS PRECAST TO MEET MTV GB+3. 0 A DISTINGUISHABLE T� AND BOTTOM. . 2 ECCENTRIC COME
- IS 0.07 in.a W
M LEND
WIRE FABRIC NAVY BE F STEEL IS FOR DED. 8/4/1 1 REV PER DWQ
AS TRAMPER
AS THE DUCE AREA OF STEEL IS PROVIDED. 1O
-- - -- - -- i-p•I-��II O • cwYFED KL cogNEDs i" Oq HAVE A RAOlus of +". (m') MOITloruf L " ,w. A ~ (VARIES) (VARIES) (VARIES)
mi D CLR. LOCATE WALL REINFORCEMENT- A COMMENTS
IF- 1' YIN, 04 qE� OF GIOCUI. Rif
W
8" O.G. (TYP.1 6" e" OXATYP.) IN WIMLE THIRD IF WALL I
-n -REFER TO OMIT -DEFER TO IZE in i m ° O
TOR BAD SLIT y
n FIT FOR WAR SIZE AT 0' CIF-MTNEICOITRAGTOR WEL'LN'HAVEE06 BARS THE OPTION ¢ J H Z ," MIN. .o.- ¢O 0
w 9 Z ELEVATION SIDE O O i' USE MIN. AREA OF STEEL IN TOP L LL _
TO INCREASE THIS VAR SIZE A9 HEEDED. r CLR. !!
m O LL a ^ h4 BLAB OF rt'S P 8" CIS. STEP STD. s % Qv
A Nr-R (), -3 m Z N EACHtlAY/EACH FACE •. N0-BA0.86 Z S'/O �Q
r D N z G 1n == FLAT TOP SLAB AS 3 O w l pF 1 cj
AN ca S 1-I �. 0 (CIRA ERENTIA. = ti
m ENDWALL DIMENSIONS a W a y m D L•E YPr,o n REINFORCEMENT) Qq a LL
h
___ .__. __ ¢ 6 S z ADOITIONK Y4 FACx uo O c I
y Z •{ FT. MINIMUM 4IN./MAX. MIN./MAX. YIN./VAX. YIN./VAX YIN. /YA%. O W a A O SLOE OF OPENING (1" 'N" •err ADDITIONAL r4 EACH -'REINFOLONGITREINFORCEMENT
m
REZNF0.12 TNT (YIN. p EI)
n 2 O PIPE DIA. RAN SIZE H,(FT.) H2(FT.) 0 {FT.j WI W2 O W N D CLEAR OF BOTTOM FACE Aev SIDE OF OPEXINO Il" RISER AS = 0.12 SN.°/FT.) ¢ ^a
D - . ___ . ___.._ a PEACE BARS DIAGONAL •e.NP CLEAR OF BOTTOM FACE) a
ro i 1.0 p5 0 8" 1.25/2.00 2.00/3.75 ,.25/1. ]5 3.00/3-75 5.50l6.00 V p Ip IRA O TO CORNERS (TYP.) "^» Z It ¢
1 O 1.25 - W6 0 6" 1.26/2.00 3, 0013 J6 1,25/2.00 3.50/3. Jfi 8,50/6.75 _ Q 0 D a _ _ ae - W b-----._ Y - H W f
» m D 1.50 05 0 e" f.25/2.00 3.0014.25 1.5012. 50 3.60l3.75 6.50l6A5 V = H4 2 i FRAME a GRATE N
IN m H ; 2.0 #5 @ 8" 1.50/2 50 L00f4.J5 1.J51250 4.0014.25 ].50/8.25 S � a m Z ___ � FDA MUMBLE N 3r GRASSED SWALE DETAIL SHEET: C22.03
__ SEE STD. 840.54 2
Z Z D 2.5 #5 @ 8" 2.50/3-60 4.0016.00 2,00/3.0) 4.50/5.50 10.00111.50 N w J 0 GI ^ giN6 MB COVER z BASE Ey 2
3,0 #608" 3.00/3.59 5.00/6.00 2,76/3,60 5.2515.75 11,50111.7b Jam m )�=-u==!14 -{ a W - JV, SCALE: NOT TO SCALE
I - - -- IB rJ z o N
m w \ 6�p? 3.5 05 0 8" 3.2514.50 6.0016.75 3.2513.50 8,00/6.75 12.0011a.25 W W w p04 a y; _ ' �' hip • ° e REINFORCED CONC. w KHA PROJECT NUMBER-
.j\f 4,0 #5 @ 8" 3.50/4.50 6.50/7.00 9.25/3.50 6.50/6.]5 13.00(i3.25 D , vT y"' FEE. IMF STD. f'
A r PLAN d p 3 'II - N' __b " . -� 1525.01 IF W
III
4,5 IS @ 8_ 4.0015.00 8.50(8 50 3.25(4.00 7.00(9-25 13. SO/15.75 LL m --'---1 _ --J r USE YIN. ,_ OF STEEL ° DEOLLIRED)
5.0 #5 0 6" 4.5015.00 7.0018,50 3.25/4.00 7.25r9.25 +3. JS116.75 IN BASE STAB OF W
_0.19 MD PEN LINEM.____
6.5 #5 @ 8" 4.50/5.00 Z50/8.50 3.25/4,00 7.2519.25 14.00/16.75 _ _ FUDT EACH MY -- d
6.0 #5 0 8" 4.50/5.00 7.5018.50 3.25/4.00 7.75/9.25 1<-75/16.76
TYPICAL MANHOLE SECTION DISCIPLINE: CIVIL ENGINEERING
EET 1 of + s,WET 1 DF 1 xEEr 1 of t GRATED INLET OPTION MANHOLE OPTION SHEET I OF I
838.80 838.80 840.52 840.52
5 PRECAST CONCRETE HEADWALL � PRECAST STORM MANHOLE
© 2011 KIMLEY-HORN AND ASSOCIATES, INC.
1OF1 6
1 OF

SODDED SIDE SLOPES AND
BOTTOM
CLASS "C" GEOTEXTILE FABRIC
ALONG SIDE OF RAIN GARDEN
ALONG COMPACTED SUBGRADE
SHWT ESTIMATED AS 357.00' V
NATIVE SOIL, NO COMPACTION
BIORETENTION SOIL MIXTURE
(VARIES)
3.7
(VARIES)
BIORETEN'ION SOIL
MIXTURE PER
SPECIFICATION
SECTION A' -A': UNDERDRAIN
NOT TO SCALE
ITEM
PERCENT BY WEIGHT
MATERIAL
SAND
85-88%
CONSTRUCTION SAND
FINES
8-12%
SILT AND CLAY
ORGANIC MATTER
3-5%
PEAT MOSS
CAPPED CLEANOUT, TYP.
ADDITIONAL
UNDERGROUND PIPES TO
BE ADDED AS SHOWN IN
THE GRADING AND
DRAINAGE PLAN
CO-2G-100
CO-2G-101
A'
PLAN VIEW
NOT TO SCALE
15" RCP--\ ZZ
CLEAN OUT, TYP.
CLASS "C" GEOTEXTILE
FABRIC ALONG SIDE OF
RAIN GARDEN 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 0.50%
WITH 3/8" PERFERATIONS ® 6"
ON CENTER (4 HOLES PER ROW)
NOTES:
PONDING DEPTH: 12"
UNDERDRAIN TO BE 3/8" PERF. ® 6" O.C., 4 HOLES PER
ROW, SLOPED AT 0.50%; MINIMUM OF 3" OF GRAVEL OVER
AND ON EITHER SIDE OF PIPES; 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
CS-2G-70
RIM: 363.00
INV IN: 358.62 (CO-2G-100)
INV IN: 358.58 (CO-2G-101)
INV OUT: 356.00
4" SCHEDULE 40 PVC, SDR-35,
OR SMOOTH WALL CORRUGATED
PLASTIC PIPE SLOPED AT 0.50%
WITH 3/8" PERFERATIONS ® 6"
ON CENTER (4 HOLES PER ROW)
RAIN GARDEN MAINTENANCE NOTES:
1. RAIN GARDEN AREA SHOULD DRAIN DO'n'N IN 12
HOURS AFTER A 1" STORM. IF WATER PONDS
LONGER, MAINTENANCE IS REQUIRED.
2. REMOVE SEDIMENT FROM UPSTREAM DRAINAGE
AREAS SO RAIN GARDEN DOES NOT CLOG.
3. REMOVE TRASH REGULARLY.
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.
BSM must have a P—index of 10 to 30.
Prior to placing the underdrain and the BSM, the bottom of the excavation shall be roto—tilled to a minimum depth of 6 inches
to alleviate any compaction of the facility bottom. Any substitute method for roto—tilling must be approved 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.
1310-RETENTION BMP
1. MORTAR JOINTS SHOULD BE BETWEEN 3/8" AND 5/8" THICK.
2. ALL CONCRETE TO BE 3600 P.S.1 COMPRESSIVE STRENGTH.
3. THE 6" OPENING SHOWN MAY BE INCREASED TO 8" MAX. IF DEEMED TO
BE NECESSARY BY THE ENGINEER.
4. ALL CATCH BASIN OVER 3'-6" IN DEPTH SHALL BE PROVIDED WITH STEPS
1'-2" ON CENTERS.
5. CONCRETE BRICK MAY BE USED IN LIEU OF HARD COMMON CLAY BRICK.
6. PRECAST DRAINAGE STRUCTURES WILL BE PERMITTED
7. JUMBO BRICK WILL BE PERMITTED.
8. FOR 8'-0" IN HEIGHT OR LESS USE 8" WALL. OVER 8'-0" IN HEIGHT USE 12"
WALL TO 6'-0" FROM TOP OF WALL, AND 8" WALL FOR THE REMAINING 6'-0".
ALL EXPOSED JOINTS WILL BE CONCAVE TOOLED.
J0. ALL PIPE IN STORM DRAIN STRUCTURE SHALL BE STRUCK EVEN WITH THE
INSIDE WALL, GROUTED AND BRUSHED SMOOTH.
11. WEEP HOLES SHALL BE PLACED IN BACK WALL WITH FILTER FABRIC
OR STONE ON BACK SIDE -
DIMENSIONS OF
BOX AND PIPE
REINFORCING
COVER
PIPE
SPAN
WIDTH
HEIGHT
BARS — X
BARS — Y
TOTAL
DIMENSION
D
A
B
H1PIN)
NO.
LENGTH
NO.
LENGTH
LBS.
F
G
15"
3'-6"
2'-3"
2'-7"
2
3'-4"
7
1 4'-7"
26
4'-10
3'-7"
18"
4'-0"
2'-8"
2'-11"
2
3'-9"
I 8
5'-1"
33
5'-4"
4'-0"
24"
4'-0"
2'-8"
3'-5"
2
3'-9"
8
5'-1"
33
5'-4"
4'-0"
30"
4'-0"
3'-6"
3'-11"
2
4'gg9
5'-1"
37
5'-4
36"
4'-0"
3'-6"
4'-6"
2
4'9
5'-1"
37
5'-4"
'—IC
4'-11"
2
4'
5'-1"
37
5'-4"4'-10"
48"
4'-6"
4'-0"
5'-5"
2
5'0
5'-7"
OYARD INLET
6" OPENING COVER
(ALL 4 SIDES)
INLET
SECTION Y—Y
PLAN
SECTION X—X
AND COVER
z
W
0
ZE
FORT BRAGG
RC 1 FAMILY
HOUSING
FORT BRAGG, NC
OWNER- DEVELOPER:
1
llICERNE
MILITARY HOUSING
GORT BRAGG, RC
BRAGG BRAGG-PICERNE
COMMUNITIES, LLC PARTNERS, LLC
CONSULTANTS:
CIVIL
Kimley-Horn and Associates, Inc.
NC License YF-0102
333 Fayetteville Street
Raleigh, NC 27601
T 919.6772000
F 919.653.5847
ARCHITECT
Cooper Carry. Inc.
3520 Piedmont Road, N.E.
Atlanta, GA. 30305-1595
T 404.237.2000
F 404.237.0276
SURVEYOR
McKim & Creed
104 Gillespie Street
Fayetteville, NC 28301
T 910.323.3400
F 910.323.1028
GEOTECHNICAL ENGINEER
ECS Carolinas, LLP
726 Ramsey Street, Suits 3
Fayetteville, NC 28301
T 910.401.3288
F 910.323.0539
SEAL:
PROJECT PHASE:
LINDEN OAKS
PHASE 2G
DRAWING TITLE:
STORM DETAILS
ISSUED FOR:
CIVIL
DRAWINGS
ISSUE DATE: 7 / 18 / 11
REVISIONS:
DATE
DESCRIPTION
7/18/11
FOR DWQ APPROVAL
8/4/11
REV PER DWQ
COMMENTS
SHEET: C22.03A
KHA PROJECT NUMBER:
DISCIPLINE: CIVIL ENGINEERING
© 2011 KIMLEY—HORN AND ASSOCIATES, INC,