20150862 Ver 1_CivilIredell Plans 12.3.15_20151228

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SITE DATA:
ZONING
ADDRESS
PARCELID
TOTAL- .
DENUDED ACREAGE
REQUIRED
- / -• ♦1 SETBACKS
GROSSEXISTING • !'FOOTAGE
EXISTING BUILDING iCOVERAGE
PROPOSED GROSS BUILDING SQUARE FOOTAGA
• PROPOSEDi FOOTPRINT
PROPOSED BUILDING LOT COVERAGE
PROPOSED BUILDING
PROPOSED IMPERVIOUS
EXISTING IMPERVIOUS
i ,
IMPERVIOUS
i • PERCENTAGE
siiil
PROPOSED
i 1 i
REQUIRED Ei
•• CLASSROOMS X 1.6
'j 'ii
PLUS
•
EMPLOYEES
SPACE/EMPLOYEE ,i i
iia•`
PROPOSED
i, i
PROVIDED ii i
DEMOLITION PLAN
HANDICAP
PARKING
SPACES
REQUIRED
HANDICAP
PARKING
SPACES
PROVIDED ii
PROPOSED
BICYCLE
PARKING
REQUIRED
PROPOSED
BICYCLE
PARKING
PROVIDED
APPLICANT
MR. MIKE HARRYMAN
RYAN COMPANIES US, INC
101 E. KENNEDY BLVD., SUITE 2450
TAMPA, FLORIDA 33602
PH. [phone]
SURVEYOR
JAMES MAUNEY & ASSOCIATES, P.A.
PROFESSIONAL LAND SURVEYORS
6405 WILKINSON BLVD.,SUITE 11,
BELMONT, NC 28012
PH. [phone]
FAX [phone]
OWNER
MPV TROUTMAN INVESTORS LLC
521 E. MOREHEAD ST. SUITE 400
CHARLOTTE, NC 28202
PH. [phone]
FAX [phone]
CIVIL ENGINEERING CONSULTANT
KIMLEY-HORN AND ASSOCIATES, INC.
333 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NC 27601
MR. CHRIS BOSTIC, P.E.
PE #. 032582
PH. [phone]
ARCHITECT
LAI DESIGN ASSOCIATES, LLC.
MR. STEVE GRINAVIC
10600 CHEVROLET WAY,
SUITE 200
ESTERO, FL 33928
PH [phone]
FAX [phone]
HB (HIGHWAY BUSINESS)
SE CORNER OF CROSSTIE LANE
AND CHARLOTTE HWY 115/21
TROUTMAN, NC 28166
4732607403
SCHOOL LOT: 9.45 AC
OUT PARCEL: 5.87 AC
15 AC
FRONT AND SIDE -10'
REAR=20'
0 GROSS SF
0%
78,881 GROSS SF
44,908 SF
10.91% (44,908 SF/411,642 SF)
2 STORIES (32' 6" TO ROOF)
193,779 SF
0 SF
42.5% SIT
(HIGH DENSITY DEVELOPMENT)
154 SPACES
154 SPACES
6 SPACES
6 SPACES
BIKE RACK REQUIRED
20 SPACES
IREDELL CHA..RTER
SE CORNER OF CROSSTIE RD AND
CHARLOTTE
TROUTMAN, NC 28166
ID A
333 FAYETTEVILLE STREET, SUITE 600, rx/--XLEIGH, NC 27601
PHONE: [phone]
N
W E
S
Sheet dist Table
Sheet Number I Sheet Title
C-0.0
COVER SHEET
C-1.0
GENERAL NOTES
C-2.0
EXISTING CONDITIONS
C-2.1
EXISTING CONDITIONS
C-2.2
DEMOLITION PLAN
C--2.3
DEMOLITION PLAN
C-3.0
SITE PLAN
C-3.1
SITE PLAN
C-3.2
PRELIMINARY PLAT
C-3.3
ROAD PROFILE
C-4.0
GRADING AND DRAINAGE PLAN
C-4.1
GRADING AND DRAINAGE PLAN
C--5.0
UTILITY PLAN
C-5.1
UTILITY PLAN
C-5.2
WATER LINE PLAN AND PROFILE
C-5.3
WATER LINE PLAN AND PROFILE
C-6.0
EROSION CONTROL PLAN PHASE 1
C-6.1
EROSION CONTROL PLAN PHASE 1
C-6.2
EROSION CONTROL PHASE 2
C-6.3
EROSION CONTROL PLAN PHASE 2
C-6.4
EROSION CONTROL DETAILS
C-6.5
EROSION CONTROL DETAILS
C-7.0 _
SITE DETAILS
C-8.0
WATER DETAILS
C-8.1
WATER DETAILS
C-9.0
SANITARY SEWER DETAILS
C-10.0
STORMWATER DETAILS
C-11 0
POND DETAILS
L-1.0
LANDSCAPE KEY PLAN
L-2.0
LANDSCAPE PLAN
L-3.0
LANDSCAPE PLAN
L-3.1
WET POND PLANTING PLAN
L-4.0
LANDSCAPE DETAILS
L-5.0
LANDSCAPE DETAILS
E-101
LIGHTING PLAN
REVISIONS
Know what's below.
Call before you dig.
12%03/15
REVISED PER TOWN COMMENTS
JCB
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
NO.
DATE
DESCRIPTION
BY
TOWN OF TROUTMAN AND/QR NCDOT STANDARDS AND
SPECIFICATIONS.
This document, together with the concepts and designs
presented herein, as an instrument of services, is intended
q¢
only for the specific purpose and client for which it was
prepared. Reuse of and improper reliance on this document
without written authorization and adaptation by Kimley-Horn
and Associates, Inc. shall be without liability to Kimle -Horn
4
and Associates, Inc.
Copyright
4fp%�j .vz�.
° $ E `
Kimley-Horn and Associates, Inc., 2015
j'
SEAL;
DATE:
JOB NUMBER:
NC COA:F�0102
NOVEMBER 02,2015

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GENERAL NOTES:
1. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR PRECISE BUILDING DIMENSIONS,
BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND DIMENSIONS OF EXIT
PORCHES, RAMPS, DOWNSPOUTS, GRAVEL AREAS ADJACENT TO BUILDING WALLS, UTILITY
ENTRANCE LOCATIONS AND BOLLARDS IN BUILDING SIDEWALKS.
2. ACCESSIBLE SIGNS WITH A "VAN" MARKING SHALL HAVE ADDITIONAL SIGN MOUNTED BELOW THE
SYMBOL OF ACCESSIBILITY SIGN DENOTING VAN ACCESSIBILITY.
3. REFER TO DETAIL SHEETS ###.0 FOR DETAILS OF ON-SITE SIGNAGE, STRIPING, AND PAVEMENT
MARKING. REFER TO SITE PLAN FOR ADDITIONAL DIMENSIONAL INFORMATION.
4. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL TOWN, COUNTY AND STATE REGULATIONS
AND CODES AND O.S.H.A. STANDARDS.
5. ALL ISLANDS WITH CURB & GUTTER SHALL BE LANDSCAPED. THOSE ISLANDS ARE TO HAVE
CURB & GUTTER AS SHOWN ON THE CONSTRUCTION DRAWINGS.
6. SITE BOUNDARY, TOPOGRAPHY, UTILITY, TREE,- AND ROAD INFORMATION TAKEN FROM A FIELD
SURVEY BY JAMES MAUNEY & ASSOCIATES, P.A. DATED JUNE 23, 2015.
7. THE CONTRACTOR SHALL EMPLOY ALL NECESSARY BARRICADES, SIGNS, FENCES, FLASHING
LIGHTS, TRAFFIC MEN, ETC. FOR MAINTENANCE AND PROTECTION OF TRAFFIC AS REQUIRED BY
THE NORTH CAROLINA DEPT. OF TRANSPORTATION (NCDOT) AND TOWN OF TROUTMAN
ENGINEERING DEPARTMENT.
8. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING
CONSTRUCTION.
9. THE CONTRACTOR SHALL REPLACE EXISTING CONCRETE CURBS, SIDEWALK, PAVING,
AND GUTTER AS DICTATED ON PLANS AND AS NECESSARY TO CONNECT TO EXISTING.
10. 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.
11. CONTRACTOR AGREES TO REPAIR ANY DAMAGE TO THE PUBLIC RIGHT-OF-WAY IN ACCORDANCE
WITH THE STANDARDS OF THE NCDOT AND TOWN OF TROUTMAN.
12. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTIONS WITH INSPECTOR.
13. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND
BETWEEN THE ACTUAL FIELD CONDITIONS AND THE CONSTRUCTION DOCUMENTS AND SHALL WAIT
FOR INSTRUCTION PRIOR TO PROCEEDING.
14. ALL SITE DIMENSIONS ARE REFERENCED TO THE FACE OF CURB OR EDGE OF PAVEMENT UNLESS
OTHERWISE NOTED. ALL BUILDING DIMENSIONS ARE REFERENCED TO THE OUTSIDE FACE OF THE
STRUCTURE.
15. THE CONTRACTOR SHALL CONSTRUCT ACCESSIBLE RAMPS AT ALL INTERSECTIONS IN
ACCORDANCE WITH THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARDS
MANUAL (LATEST REVISIONS FOR ACCESSIBLE RAMP DETAILS).
16. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.
17. ALL OFF-SITE CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH CURRENT NCDOT
STANDARD SPECIFICATIONS AND DETAILS. ALL ON-SITE CONSTRUCTION MUST BE PERFORMED IN
ACCORDANCE WITH TOWN OF TROUTMAN STANDARD SPECIFICATIONS AND DETAILS.
18. ALL WORK MUST COMPLY WITH NORTH CAROLINA STATE BUILDING AND HANDICAPPED
ACCESSIBILITY CODE CHAPTER 11.
TREE PROTECTION NOTES:
1. THE CONTRACTOR SHALL PROTECT ALL TREES AND SHRUBS OUTSIDE OF CUT/FILL LINES, IN
ADDITION TO THOSE THAT RECEIVE TREE/SHRUB PROTECTION BARRIERS. THE
CONTRACTOR IS ALSO REQUESTED TO SAVE ALL OTHER EXISTING TREES AND SHRUBS
WHERE POSSIBLE.
2. WHEN ROOT PRUNING IS NECESSARY, CUT ROOTS CLEANLY USING A DISC TRENCHER AND
IMMEDIATELY COVER ALL ROOT CUT SURFACES LARGER THAN TWO INCHES IN DIAMETER WITH
TREE WOUND DRESSING. USE PLYWOOD FORMS WHEN TREE ROOTS ARE ADJACENT TO PROPOSED
CURB & GUTTER OR SIDEWALK.
3. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS,
TRENCHING OR OTHER LAND DISTURBING ACTIVITY ALLOWED IN THE TREE PROTECTION ZONE.
TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION, GRADING OR CONSTRUCTION
BEGINS, AND NOT REMOVED UNTIL FINAL INSPECTION.
4. NO GRUBBING WITHIN TREE PROTECTION ZONE. LEAVE SOIL AND LEAF LITTER UNDISTURBED.
SUPPLEMENT WITH 1-2 INCHES OF MULCH. RE -SEED WITH GRASS ONLY IN DISTURBED/GRADED
AREAS.
5. TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION, CLEARING, GRADING OR
CONSTRUCTION BEGINS AND IS NOT TO BE REMOVED UNTIL AFTER CONSTRUCTION.
TRAFFIC CONTROL:
1. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION) FOR DETAILS OF
STANDARD TRAFFIC CONTROL SIGNS AND STANDARDS.
DRAINAGE:
1. STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED:
15" DIAMETER AND LARGER: RCP, CLASS III PER ASTM C-76,WITH FLEXIBLE PLASTIC BITUMEN
GASKETS AT JOINTS.
LESS THAN 15" DIAMETER: PVC
2. ALL STORM DRAINAGE WITHIN THE PUBLIC RIGHT -OF --WAY SHALL BE CLASS III REINFORCED
CONCRETE PIPE.
3. ALL PIPE LENGTHS AND SLOPES ARE APPROXIMATE.
4. ALL PIPES SHALL BE LAID ON STRAIGHT ALIGNMENTS AND EVEN GRADES USING A PIPE LASER
OR OTHER ACCURATE METHOD.
5. SUBSURFACE DRAINAGE FACILITIES MAY RE REQUIRED IN THE STREET RIGHT--OF-WAY IF DEEMED
NECESSARY BY THE INSPECTOR.
6. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING
STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA:
A. NO MORE THAN 500 LF OF TRENCH MAY BE OPENED AT ONE TIME.
B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.
C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN
APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT
DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY.
D. MATERIAL USED FOR BACK -FILLING TRENCHES 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.
7. 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.
8. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT
STRUCTURE IS WATERTIGHT.
9. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM
INVERT IN TO INVERT OUT.
10. 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 STANDARD DETAILS AND
SPECIFICATIONS.
11. THIS PLAN DETAILS PIPES UP TO 5FT FROM THE BUILDING FACE. REFER TO DRAWINGS BY
OTHERS FOR BUILDING CONNECTIONS. CONTRACTOR SHALL SUPPLY AND INSTALL PIPE
ADAPTERS AS NECESSARY.
12. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND
SHALL HAVE TRAFFIC BEARING RING & COVERS. LIDS SHALL BE LABELED "STORM SEWER".
13. STRUCTURE TOP ELEVATIONS SHOWN HERE ARE APPROXIMATE. CONTRACTOR SHALL ADJUST
AS NECESSARY.
UTILITY NOTES:
1. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION
OF PROPOSED UTILITIES.
2. CONTRACTOR SHALL NOTIFY THE TOWN OF TROUTMAN UTILITY INSPECTORS
72 -HOURS BEFORE CONNECTING TO ANY EXISTING LINE.
3. SANITARY SEWER PIPE SHALL BE AS FOLLOWS:
8" PVC SDR35 PER ASTM D 3034, FOR PIPES LESS THAN 12' DEEP
8" PVC SDR26 PER ASTM D 3034, FOR PIPES MORE THAN 12' DEEP
6" PVC SCHEDULE 40
DUCTILE IRON PIPE PER AWWA C150 AND AWWA C151
4. WATER LINES SHALL BE AS FOLLOWS:
4 AND LARGER - AWWA C-909 PVC
SMALLER THAN 4" - COPPER TUBE
5. MINIMUM TRENCH WIDTH SHALL BE 2 FEET.
6. PVC SANITARY SEWER SERVICES WHICH ARE 3 TO 14 FEET DEEP SHALL REQUIRE
BEDDING IN ACCORDANCE WITH DETAIL 7000.10 & 7000.13 FOR PVC PIPE. PVC
SERVICES WHICH ARE GREATER THAN 14 FEET AND LESS THAN 20 FEET SHALL
REQUIRE CLASS A BEDDING IN ACCORDANCE WITH DETAIL 7000.13. ANY SERVICES
OVER 20' AND LESS THAN 3' DEEP REQUIRE DIP.
7. FITTING CONNECTIONS ARE TO BE MECHANICAL JOINTS WITH RESTRAINTS. PIPE TO
PIPE CONNECTIONS SHALL BE GASKETED BELL AND SPIGOT.
8. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING
18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE).
9. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 3'-6" COVER ON ALL WATERLINES.
10. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES,
STORM LINES AND GAS LINES (EXISTING AND PROPOSED), THE SANITARY LINE
SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON
BOTH SIDES OF CROSSING, THE WATERLINE SHALL HAVE MECHANICAL JOINTS WITH
APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18"
CLEARANCE. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA
C-151) (CLASS 50).
11. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE
BACKFILLING.
12. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION
STRENGTH AT 3000 P.S.I.
13. THE TOWN OF TROUTMAN HAS THE RIGHT TO INSPECT ALL PRIVATE WATER
SYSTEMS.
14. DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING UTILITIES.
15. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY
NEW LINES.
16. REFER TO ARCHITECTURAL DRAWINGS FOR TIE-IN LOCATION AND ELEVATION OF
ALL UTILITIES.
17. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE
TOWN OF TROUTMAN APPENDIX B WITH REGARDS TO MATERIALS, INSTALLATION,
AND TESTING OF THE WATER AND SEWER LINES. CONTRACTOR TO OBTAIN COPY
PRIOR TO CONSTRUCTION.
18. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR
ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON
RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE,
MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON
AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE
UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST
EXACT FIELD LOCATION OF UTILITIES.
19. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL
EXISTING UTILITIES CHARTED OR UNCHARTED WHICH CONFLICT WITH THE PROPOSED
IMPROVEMENTS SHOWN ON THE PLANS.
20. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS AND/OR TESTING REQUIRED
BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO
ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE.
21. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION
REQUIREMENTS AND SPECIFICATIONS.
22. ALL UTILITY MAIN LENGTHS SHOWN ARE APPROXIMATE.
23. ALL EXISTING UTILITIES PROPOSED TO BE RELOCATED ON THESE PLANS SHALL BE
PLACED UNDERGROUND.
24. ALL SANITARY SEWER AND WATER DISTRIBUTION SYSTEM WORK TO BE INSTALLED
BY A LICENSED UTILITY CONTRACTOR.
25. THE CONTRACTOR SHALL COORDINATE AS REQUIRED WITH DUKE ENERGY PROGRESS
AND AT&T FOR INSTALLATION OF PRIMARY ELECTRIC SERVICE AND TELEPHONE
SERVICE TO THE PROPOSED BUILDINGS.
26. WHEN A WATER MAIN CROSSES OVER A SEWER MAIN, THERE MUST BE EIGHTEEN
INCHES OF VERTICAL SEPERATION. IF THE WATER MAIN MUST GO UNDER THE
SEWER MAIN, BOTH THESE LINES MUST BE OF DUCTILE IRON FOR A DISTANCE OF
TEN FEET ON EITHER SIDE OF THE CROSSING WITH A TWELVE INCH VERTICAL
SEPERATION. THE CROSSING OF OTHER UNDERGROUND PIPE REQUIRES A MINIMUM
OF TWELVE INCHES OF VERTICAL SEPERATION. ALL DISTANCES ARE MEASURED
FROM OUTSIDE DIAMETER TO OUTSIDE DIAMETER.
27. WHEN A WATER LINE PASSES OVER OR UNDER A STORM SEWER, VERTICAL
SEPERATION OF 18 INCHES SHALL BE MAINTAINED UNLESS BOTH LINES ARE OF
DUCTILE IRON OR ENCASED IN CONCRETE. A CONCRETE PAD SHALL BE POURED
BETWEEN THE TWO. DISTANCES ARE MEASURED FROM OUTSIDE DIAMETER TO
OUTSIDE DIAMETER.
BACKFLOW PREVENTION NOTES:
1. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING,
HYDRANTS, FIRE DEPARTMENT CONNECTION POINTS OR OTHER WATER -USING
APPURTENANCES CONNECTED TO THE SUPPLY LINE BETWEEN ANY WATER METER
AND ITS TOWN OF TROUTMAN UTILITIES DEPARTMENT REQUIRED BACKFLOW
PREVENTER.
2. EACH TOWN OF TROUTMAN UTILITY DEPARTMENT REQUIRED BACKFLOW PREVENTER
ASSEMBLY IS REQUIRED TO BE TESTED BY AN APPROVED CERTIFIED TESTER PRIOR
TO PLACING THE WATER SYSTEM INTO SERVICE.
3. REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLIES SHALL BE
INSTALLED PER TOWN OF TROUTMAN REGULATIONS.
•
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OO 2015 KIMLEY-HORN AND ASSOCIATES, INC.
333 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601
REVISED PER TOWN COMMENTS 12/03/15 JCB PHONE: [phone] FAX: [phone]
REVISIONS DATE BY WWW.KIMLEY-HORN.COM
GRADING:
1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL TOWN OF
TROUTMAN AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
(NCDOT) REGULATIONS AND CODES AND O.S.H.A. STANDARDS.
2. ALL CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES.
3. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS
MUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO GROUND
BREAKING.
4. 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.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND
PROTECTING EXISTING UTILITIES, AND SHALL REPAIR ALL DAMAGE TO
EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION.
6. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION
BACK TO EXISTING GRADE.
7. ALL FILL TO BE COMPACTED PER THE RECOMMENDATIONS OF A
GEOTECHNICAL ENGINEER.
8. LIMITS OF CLEARING SHOWN ON GRADING PLAN ARE BASED UPON THE
APPROXIMATE CUT AND FILL SLOPE LIMITS, OR OTHER GRADING
REQUIREMENTS.
9. 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.
10. 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.
11. ANY GRADING, BEYOND THE LIMITS OF CONSTRUCTION AS SHOWN ON
THE GRADING PLAN IS SUBJECT TO A FINE.
12. TOPOGRAPHY INFORMATION TAKEN FROM A FIELD SURVEY BY JAMES
MAUNEY & ASSOCIATES, P.A. DATED JUNE 23, 2015.
13. 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
14. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL
RECEIVE 4 INCHES OF TOPSOIL.
15. CONTRACTOR SHALL GRASS DISTURBED AREAS UNTIL A HEALTHY STAND
OF GRASS IS OBTAINED.
16. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES
AND BE CONSTRUCTED TO SAME.
17. 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.
18. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY
DEWATERING NECESSARY TO CONSTRUCT THE PROJECT AS SHOWN ON
THE PLANS AS AN ALTERNATE ALLOWANCE.
19. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR
EXACT BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS
AND ELEVATIONS.
20. ALL FILL MATERIALS, EXISTING BUILDING FOUNDATIONS, PAVEMENT AND
UTILITY STRUCTURES, TOPSOIL AND ANY OTHER DELETERIOUS MATERIALS
SHALL BE COMPLETELY REMOVED FROM WITHIN THE BEARING ZONE
BELOW THE STRUCTURE.
21. ALL FOUNDATION AND UTILITY EXCAVATION SHALL BE INSPECTED 6Y A
QUALIFIED GEOTECHNIAL REPRESENTATIVE TO DETERMINE WHETHER
UNSUITABLE MATERIAL MUST BE REMOVED. ALL UNDESIRABLE MATTER
SHALL BE REMOVED, BACKFILLED AND COMPACTED WITH SUITABLE
MATERIAL AS REQUIRED BY THE GEOTECHNICAL REPRESENTATIVE AT
CONTRACTOR'S EXPENSE.
22. GRADES, ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE. AS
DIRECTED BY THE ENGINEER, THEY MAY BE ADJUSTED TO ACCOMMODATE
UNFORESEEN CONDITIONS. STATIONS, OFFSETS AND ELEVATIONS REFER
TO THE CENTER OF DROP INLETS, MANHOLES AND JUNCTION BOXES, AND
THE MIDPOINT OF THE LIP FOR CATCH BASINS.
23. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS
NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE.
24. EXISTING AND PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1
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No. REVISIONS DATE BY
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OO 2015 KIMLEY-HORN AND ASSOCIATES, INC.
333 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601
PHONE: [phone] FAX: [phone]
WWW.KIMLEY-HORN.COM
KHA PROJECT
012587004
DATE
11/02/2015
SCALE AS SHOWN
DESIGNED BY JCB
DRAWN BY JCB
CHECKED BY COB I TOWN OF TROUTMAN
NORTH CAROLINA
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G2.1
LINE TABLE
LINE
BEARING
DISTANCE
L1
N
52°53'55"
E
131.20'
L2
N
48°36'55"
E
143,97'
L3
N
56° 13'45"
E
73.18'
L4
N
76°27' 15"
E
59.53'
L5
S
08°35'54"
E
7.60'
L6
N
56° 13' 45"
E
27.71 '
L7
N
72°54'35"
E
87.80'
L8
N
14° 10'09"
W
30.09'
L9
S
74°25'28"
W
29.01'
L 10
N
78° 10' 19"
W
81.16'
L11
N
66'23'44"
W
39.40'
L12
S
65°21'31 "
W
25.34'
L13
N
o r :r
67 37 4
4
W
t
32.34
L14
S
53`03'01 "
W
35.43'
L15
S
81 °06'30"
W
72,93'
L16
S
46°24' 15"
W
73.80'
L17
N
86°10'19"
W
25.45'
L18
31 ° 11'48"
W
30,03'
L19
S
51 °43'40"
W
52.85'
L20
S
75°33'51"
W
79.54'
L21
S
52°56'57"
W
38,90'
L22
S
72° 10' 10"
W
40.50'
L23
S
81 °27'37"
W
• 33.93'
L24
S
55°20'29"
W
35.28'
L25
S
28°46'32I'
W
18.50'
L26
N
56°00'04"
W
49.95'
L27
S
53°28'30"
W
19.28'
L28
S
8339'32"
W
53.52'
L29
S
73°41'00"
W
63.23'
L30
N
81°17'16"
W
41.27'
L31
S
70°26'46"
W
30.00'
SHEET NUMBER
G2.1

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START OF ANY DEMOLITION WORK.
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\ DEMOLITIONl
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' 5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR
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�1O. CONTRACTOR LL ADJUST R CUTEX|3llNg PAVEMENT AS
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11. NPDES EROSION CONTROL PLAN SHALL BE IN PLACE PRIOR TO
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333 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601
12/03/15 JCB PHONE: [phone] FAX: [phone]
WWW.KIMLEY-HORN.COM
DATE BY
KHA PROJECT
012587004
DATE
11/02/2015
SCALE AS SHOWN
DESIGNED BY JCB
DRAWN BY JCB
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PREPARED FOR
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DEMOLITION LEGEND
WALL OR COLUMN TO BE
REMOVED
POLE, FIRE HYDRANT, TREE OR
SIGN TO BE REMOVED
CL LIMITS OF DISTURBANCE
. . . • . . • . . — FENCE TO BE REMOVED
DEMOLITION NOTES
1. CONTRACTOR SHALL COORDINATE WITH THE TOWN OF TROUTMAN
TO OBTAIN ALL NECESSARY DEMOLITION PERMITS PRIOR TO THE
START OF ANY DEMOLITION WORK.
2. SAW CUT AND REMOVE CONCRETE CURB TO LIMITS REQUIRED
FOR NEW WORK.
3. REMOVE VEGETATION AND GRASS IN AREAS TO RECEIVE NEW
ASPHALT AND CONCRETE PAVEMENTS.
4. SAW CUT AND REMOVE ASPHALT PAVEMENT TO LIMITS INDICATED
ON PLAN.
5, THE CONTRACTOR SHALL DEMOLISH AND REMOVE OFF-SITE
FACILITIES WITHIN THE PROJECT SITE TO INCLUDE SITE LIGHTING
STRUCTURES, PAVEMENTS AND SECONDARY UTILITIES. ALL
MATERIALS SHALL BE PROPERLY DISPOSED OF PER LOCAL AND
STATE REGULATIONS.
6. ALL PRIMARY UTILITIES DISCOVERED DURING DEMOLITION
OPERATIONS. THAT SERVE ACTIVITIES OTHER THAN THE EXISTING
STRUCTURE SHALL BE PROPERLY PRESERVED AND PROTECTED.
7, THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER
AND ENGINEER ANY UNFORESEEN OR ADVERSE CONDITIONS,
INCLUDING UNCHARTED UTILITIES, DISCOVERED DURING DEMOUTION
OPERATIONS.
GENERAL NOTES
1. CONTRACTOR SHALL PROTECT EXISTING PLANT MATERIAL NOT
DESIGNATED FOR REMOVAL OR RELOCATION FROM DAMAGE DURING
CONSTRUCTION.
2. CONTRACTOR SHALL KEEP ALL SURROUNDING PUBLIC ROADWAYS AND
DRAINAGE SYSTEMS FREE FROM DIRT, MUD, AND CONSTRUCTION
DEBRIS AT ALL TIMES.
3. LIMITS OF CONSTRUCTION AND CONTRACTOR STAGING AREAS SHALL
BE LIMITED TO THE PROPERTY BOUNDARY, UNLESS NOTED OTHERWISE
ON THESE PLANS,
4. LIMITS OF DEMOLITION INDICATED ON PLAN ARE MINIMUM.
CONTRACTOR SHALL REMOVE AND REPLACE ASPHALT PAVEMENT AS
NECESSARY TO FACILITATE CONSTRUCTION IN ACCORDANCE WITH
STATE AND LOCAL REGULATIONS.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND/OR
REPLACEMENT OF ANY ITEMS DAMAGED DURING THE CONSTRUCTION
INCLUDING PROPERTY CORNERS, MONUMENTS, ETC.
6. ALL INFORMATION IS TO BE FIELD VERIFIED BY THE CONTRACTOR
PRIOR TO CONSTRUCTION
7. THE CONTRACTOR SHALL EMPLOY ALL NECESSARY BARRICADES,
SIGNS, FENCES, FLASHING LIGHTS, TRAFFIC MEN, ETC. FOR
MAINTENANCE AND PROTECTION OF TRAFFIC AS REQUIRED BY THE
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) AND
PER STANDARDS OF THE MANUAL FOR UNIFORM TRAFFIC CONTROL
DEVICES (MUTCD).
8. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE
ADJACENT PROPERTIES, ANY GRADING BEYOND THE LIMITS OF
CONSTRUCTION AS SHOWN ON THE GRADING AND DRAINAGE PLAN
WITHOUT AUTHORIZATION IS SUBJECT TO A FINE. WHEN FIELD
CONDITIONS WARRANT OFF—SITE GRADING, PERMISSION MUST BE
OBTAINED FROM THE AFFECTED PROPERTY OWNERS AND THE TOWN
OF TROUTMAN.
9. CONTRACTOR AGREES TO REPAIR ANY DAMAGE TO THE PUBLIC
RIGHT--OF—WAY IN ACCORDANCE WITH THE STANDARDS OF THE
NCDOT AND THE TOWN OF TROUTMAN.
10. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS
NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE,
11. NPDES EROSION CONTROL PLAN SHALL BE IN PLACE PRIOR TO
COMMENCING DEMOLITION.
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SHEET NUMBER
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333 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601 DESIGNED BY JCBvi
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PHONE: [phone] FAX: [phone]
DRAWNBY
REVISED PER TOWN COMMENTS 12/03/15 JCB JCB 10
WWW.KIMLEY—HORN.COM
0
F, No. REVISIONS DATE BY CHECKED BY COB TOWN OF TROUTMAN NORTH CAROLINA
PROPOSED FIRE LANE
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Call before you dig,
SHEET NUMBER
C-3,0
II
CO
00
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HEAVY DUTY CONCRETE
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PATH
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Ki ey or DATE IREDELL CHARTER ACA'
11/02/2015
PREPARED FOR
SCALE AS SHOWN
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@ 2015 KIMLEY—HORN AND ASSOCIATES, INC. cj Z-2'! 2
m
333 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601 DESIGNED BY JCBvi
RVANCOr, , PAN 1 E US, INC. V
PHONE: [phone] FAX: [phone]
DRAWNBY
REVISED PER TOWN COMMENTS 12/03/15 JCB JCB 10
WWW.KIMLEY—HORN.COM
0
F, No. REVISIONS DATE BY CHECKED BY COB TOWN OF TROUTMAN NORTH CAROLINA
PROPOSED FIRE LANE
Know what's b@SOW.
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SHEET NUMBER
C-3,0
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V: 1 "=5"
LICENSED PROFESSIONAL
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333 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601 DESIGNED BY JCB RYAN COMPANIES US I
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SHEET NUMBER
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LEGEND
ffi
CATCH BASIN
F]
YARD INLET
*
JUNCTION BOX
---
305----
EXISTING CONTOUR
-----302-
PROPOSED CONTOUR
I
­­, PROP. STORM PIPE
PROP. RIP RAP
( I PROP. FLARED END SEC11ON
I
I
PROP. CONTROL STRUCTURE
GRAPHIC SCALE IN FEET
0 20 40 80
1 1 1 1 1
=
GRIAIDING AND DRAINAGO""E PLAN
Know what's below,
Call before you dig..
SHEET NUMBER

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Ki ley))) Hor
CO 2015 KIMLEY-HORN AND ASSOCIATES, INC.
333 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601
m PHONE: [phone] FAX: [phone]
-0, 1�, REVISED PER TOWN COMMENTS 12/03/15 JCB
WWW.KIMLEY-HORN.COM
Q No. REVISIONS DATE BY
KHA PROJECT
012587004
DATE
11/02/2015
SCALE AS SHOWN
DESIGNED BY JCB
DRAWN BY JCB
CHECKED BY COB
MPV TROUTMAN INVESTORS, LLC
DB 2296, PC 1470
TAX PARCEL #4750-11-1496
PREPARED FOR
R v,,A-,,N COMPANIES US, INC.
TOWN OF TROUTMAN
NORTH CAROLINA
CB -2
RIM:
Nvry
INV IN:
823.00 --
INV IN:
826,00
INV OUT:
816.80
PROP. STORM PIPE
PROP. RIP RAP
J
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4
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CO 2015 KIMLEY-HORN AND ASSOCIATES, INC.
333 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601
m PHONE: [phone] FAX: [phone]
-0, 1�, REVISED PER TOWN COMMENTS 12/03/15 JCB
WWW.KIMLEY-HORN.COM
Q No. REVISIONS DATE BY
KHA PROJECT
012587004
DATE
11/02/2015
SCALE AS SHOWN
DESIGNED BY JCB
DRAWN BY JCB
CHECKED BY COB
MPV TROUTMAN INVESTORS, LLC
DB 2296, PC 1470
TAX PARCEL #4750-11-1496
PREPARED FOR
R v,,A-,,N COMPANIES US, INC.
TOWN OF TROUTMAN
NORTH CAROLINA
LICENSED PROFESSIONAL
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rl'er p i
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RIM: 819.25
INV IN: 816.50 CB --3 ,
RIM: 830.98 �`"-
INV IN: 826.58
INV IN: 826.91
INV OUT: 826.48
LEGEND
CB -2
RIM:
834.20
INV IN:
823.00 --
INV IN:
826,00
INV OUT:
816.80
LICENSED PROFESSIONAL
6 3
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FES -01
RIM: 819.25
INV IN: 816.50 CB --3 ,
RIM: 830.98 �`"-
INV IN: 826.58
INV IN: 826.91
INV OUT: 826.48
LEGEND
PROP. FLARED END SECTION
PROP, CONTROL. STRUCTURE
GRAPHIC SCALE IN FEET
0 20 40 80
GRADING AND DRAINAGE PLAN
Know what's below.
Cal I before you dig.
SHEET NUMBER
-mm
CATCH BASIN
YARD INLET
JUNCTION BOX
305--- —
EXISTING CONTOUR
302
PROPOSED CONTOUR
PROP. STORM PIPE
PROP. RIP RAP
PROP. FLARED END SECTION
PROP, CONTROL. STRUCTURE
GRAPHIC SCALE IN FEET
0 20 40 80
GRADING AND DRAINAGE PLAN
Know what's below.
Cal I before you dig.
SHEET NUMBER
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12/03/15 JCB PHONE: [phone] FAX: [phone] -DRAWN BY JCB
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333 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601
12/03/15 JCB PHONE: [phone] FAX: [phone]
WWW.KIMLEY—HORN.COM
DATE BY
11+00 12+00 13+00 14+00
KHA PROJECT
012587004
-DATE IREDELL CHARTER ACADEMY
11/02/2015
SCALE as SHOWN PREPARED FOR
DESIGNED BY JCB RYAN COMPANIES US. INC.
DRAWN BY JCB
CHECKED BY COB TOWN, OF TROUTMAN
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ss
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i mley)))Horn
OO 2015 KIMLEY—HORN AND ASSOCIATES, INC.
333 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601
12/03/15 JCB PHONE: [phone] FAX: [phone]
WWW.KIMLEY—HORN.COM
DATE BY
SILT FENCE OUTLET (TYP.)
KHA PROJECT
012587004
DATE
11/02/2015
SCALE AS SHOWN
DESIGNED BY JCB
DRAWN BY JCB
CHECKED BY COB
.. PRppp
SEDIMENT FILTER BAG AFTER
RAINFALL EVENTS GREATER
ffi m d a
7 DAYS
�
THAN 1 INCH
26.055
NOT STEEPER THAN 2:1.
SURFACE AREA REQUIRED
14 DAYS ARE ALLOWED.
SF
7 DAYS FOR SLOPES
SLOPES 3:1 OR FLATTER
14 DAYS
GREATER THAN 50' IN
A
11,754
LENGTH
ALL OTHER AREAS WITH
14 DAYS
NONE EXCEPT FOR
SLOPES FLATTER THAN 4:1
PERIMETERS AND HQW
2.0
FT
ZONES.
LEGEND
827.00 ELEV
EMGY. SPILLWAY LENGTH
25
FT
824.00 ELEV
BOTTOM OF BASIN
14,246
SF
822.00 ELEV
1
4
IN
SKIMMER ORIFICE DIAMETER
1.75
3
SKIMMER BASIN #3
TOTAL DISTURBED DRAINAGE AREA
3.030
AC
25 -YEAR PEAK FLOW
12.09
CFS
}
3,929
SF
9
6,011 *
SF
VOLUME REQUIRED
5,4544
CF
VOLUME PROVIDED
14,731- CF
STORAGE DEPTH
2.0
TOWN OF TROUTMA
NORTH CAROLINA
LICENSED PROFESSIONAL
r
s.�
pAimig p�
NPDES GROUND COVER REQUIREMENTS
SITE AREA DESCRIPTION STABILIZATION TIME FRAME EXCEPTIONS
PERIMETER DIKES, SWALES, 7 DAYS NONE
DITCHES, SLOPES
HIGH QUALITY WATER 7 DAYS NONE
(HQW) ZONES
CONSTRUCTION ENTRANCE
SILT FENCE OUTLET
CL LIMITS OF DISTURBANCE
SF SILT FENCE
INLET PROTECTION
DEWATERING BASIN
NOTES
A. WHERE POSSIBLE, EROSION CONTROL DEVICES SHALL BE INSTALLED
PRIOR TO CONSTRUCTION AND SHALL BE ADEQUATE TO MAINTAIN
SEDIMENT ON SITE.
B. ALL EXCAVATED SOILS NOT NEEDED ON SITE FOR BACKFILL OPERATIONS
SHALL BE TAKEN OFF SITE AND LEGALLY DISPOSED OF. OFFSITE WASTE
AREAS ARE REQUIRED TO BE PERMITTED AS PART OF THE PROJECT
C. SOIL REMAINING ON SITE SHALL HAVE SILT FENCE TIGHTLY PLACED
AROUND THE ENTIRE CIRCUMFERENCE OF THE PILE.
D. PROVIDE EROSION CONTROL MEASURES AS NECESSARY TO PREVENT SOIL
FROM GETTING OFF SITE OR INTO EXISTING DRAINAGE STRUCTURES, SOIL
PILES AND CONTRACTOR STAGING AND MATERIALS LAY DOWN AREAS
SHOULD BE A MINIMUM OF 50' AWAY FROM ANY STORM DRAIN OR.
WATERCOURSE.
E. ALL EROSION CONTROLS MEASURES AND DEVICES SHALL BE IN
ACCORDANCE WITH STATE AND LOCAL EROSION CONTROL REGULATIONS.
F. ALL DISTURBED AREAS WHERE WORK HAS CEASED SHALL BE STABILIZED
WITHIN 14 DAYS UNLESS OTHERWISE NOTED.
G. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED
EVERY (7) CALENDAR DAYS OR AFTER EACH RAINFALL OCCURRENCE
THAT EXCEEDS I INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL BE
REPAIRED OR REPLACED IMMEDIATELY.
H. THE CONTRACTOR SHALL TAKE NECESSARY AC11ON TO MINIMIZE MUD
BEING TRACKED FROM CONSTRUCTION AREAS TO PAVED ROADWAYS. THE
CONTRACTOR SHALL REMOVE SOIL/MUD FROM THE PAVEMENT
IMMEDIATELY AS OFTEN AS MAY BE REQUIRED.
0 NO SEDIMENT AND EROSION CONTROL MEASURE SHALL BE REMOVED
WITHOUT IREDELL COUNTY APPROVAL.
1. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED FOR
ADDITIONAL CONTRACTOR LAYDOWN AREA. CONTRACTOR TO COORDINATE
WITH ENGINEER DURING CONSTRUCTION.
EROSION CONTROL MAINTENANCE
1. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL
EROSION CONTROL DEVICES AND STRUCTURES.
2. MAINTAIN AND VERTICALLY ADJUST ALL TEMPORARY DIVERSION DITCHES,
AND SILT FENCE THROUGHOUT GRADING ACTIVITIES TO MAINTAIN
DRAINAGE PATTERNS TO TEMPORARY SKIMMER SEDIMENT BASIN.
3. AS SITE IS BROUGHT TO GRADE CONTRACTOR TO DREDGE SKIMMER
SEDIMENT BASIN AND FILL IN WITH SUITABLE FILL MATERIAL. DREDGE
MATERIAL TO BE PUMPED THROUGH APPROVED SILT BAG DEVICE PRIOR
TO REMOVAL FROM SITE.
4. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE IREDELL
COUNTY INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED
AT APPROPRIATE STAGES OF CONSTRUCTION.
SKIMMER BASIN #2 PHASE 1
IF SLOPES ARE 10' OR
SLOPES STEEPER THAN 3:1
7 DAYS
LESS IN LENGTH AND ARE
25 -YEAR PEAK FLOW
26.055
NOT STEEPER THAN 2:1.
SURFACE AREA REQUIRED
14 DAYS ARE ALLOWED.
SF
7 DAYS FOR SLOPES
SLOPES 3:1 OR FLATTER
14 DAYS
GREATER THAN 50' IN
VOLUME REQUIRED
11,754
LENGTH
ALL OTHER AREAS WITH
14 DAYS
NONE EXCEPT FOR
SLOPES FLATTER THAN 4:1
PERIMETERS AND HQW
2.0
FT
ZONES.
LEGEND
CONSTRUCTION ENTRANCE
SILT FENCE OUTLET
CL LIMITS OF DISTURBANCE
SF SILT FENCE
INLET PROTECTION
DEWATERING BASIN
NOTES
A. WHERE POSSIBLE, EROSION CONTROL DEVICES SHALL BE INSTALLED
PRIOR TO CONSTRUCTION AND SHALL BE ADEQUATE TO MAINTAIN
SEDIMENT ON SITE.
B. ALL EXCAVATED SOILS NOT NEEDED ON SITE FOR BACKFILL OPERATIONS
SHALL BE TAKEN OFF SITE AND LEGALLY DISPOSED OF. OFFSITE WASTE
AREAS ARE REQUIRED TO BE PERMITTED AS PART OF THE PROJECT
C. SOIL REMAINING ON SITE SHALL HAVE SILT FENCE TIGHTLY PLACED
AROUND THE ENTIRE CIRCUMFERENCE OF THE PILE.
D. PROVIDE EROSION CONTROL MEASURES AS NECESSARY TO PREVENT SOIL
FROM GETTING OFF SITE OR INTO EXISTING DRAINAGE STRUCTURES, SOIL
PILES AND CONTRACTOR STAGING AND MATERIALS LAY DOWN AREAS
SHOULD BE A MINIMUM OF 50' AWAY FROM ANY STORM DRAIN OR.
WATERCOURSE.
E. ALL EROSION CONTROLS MEASURES AND DEVICES SHALL BE IN
ACCORDANCE WITH STATE AND LOCAL EROSION CONTROL REGULATIONS.
F. ALL DISTURBED AREAS WHERE WORK HAS CEASED SHALL BE STABILIZED
WITHIN 14 DAYS UNLESS OTHERWISE NOTED.
G. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED
EVERY (7) CALENDAR DAYS OR AFTER EACH RAINFALL OCCURRENCE
THAT EXCEEDS I INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL BE
REPAIRED OR REPLACED IMMEDIATELY.
H. THE CONTRACTOR SHALL TAKE NECESSARY AC11ON TO MINIMIZE MUD
BEING TRACKED FROM CONSTRUCTION AREAS TO PAVED ROADWAYS. THE
CONTRACTOR SHALL REMOVE SOIL/MUD FROM THE PAVEMENT
IMMEDIATELY AS OFTEN AS MAY BE REQUIRED.
0 NO SEDIMENT AND EROSION CONTROL MEASURE SHALL BE REMOVED
WITHOUT IREDELL COUNTY APPROVAL.
1. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED FOR
ADDITIONAL CONTRACTOR LAYDOWN AREA. CONTRACTOR TO COORDINATE
WITH ENGINEER DURING CONSTRUCTION.
EROSION CONTROL MAINTENANCE
1. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL
EROSION CONTROL DEVICES AND STRUCTURES.
2. MAINTAIN AND VERTICALLY ADJUST ALL TEMPORARY DIVERSION DITCHES,
AND SILT FENCE THROUGHOUT GRADING ACTIVITIES TO MAINTAIN
DRAINAGE PATTERNS TO TEMPORARY SKIMMER SEDIMENT BASIN.
3. AS SITE IS BROUGHT TO GRADE CONTRACTOR TO DREDGE SKIMMER
SEDIMENT BASIN AND FILL IN WITH SUITABLE FILL MATERIAL. DREDGE
MATERIAL TO BE PUMPED THROUGH APPROVED SILT BAG DEVICE PRIOR
TO REMOVAL FROM SITE.
4. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE IREDELL
COUNTY INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED
AT APPROPRIATE STAGES OF CONSTRUCTION.
SKIMMER BASIN #2 PHASE 1
TOTAL DISTURBED DRANAGE AREA
6.530
AC
25 -YEAR PEAK FLOW
26.055
CFS
SURFACE AREA REQUIRED
8,468
SF
SURFACEAREA PROVIDED
13,478
SF
VOLUME REQUIRED
11,754
CF
VOLUME PROVIDED
25,452
CF
STORAGE DEPTH
2.0
FT
TOP OF BERM
827.00 ELEV
EMGY. SPILLWAY LENGTH
25
FT
824.00 ELEV
BOTTOM OF BASIN
14,246
SF
822.00 ELEV
SKIMMER SIZE
4
IN
SKIMMER ORIFICE DIAMETER
1.75
IN
SKIMMER BASIN #3
TOTAL DISTURBED DRAINAGE AREA
3.030
AC
25 -YEAR PEAK FLOW
12.09
CFS
SURFACE AREA REQUIRED
3,929
SF
SURFACE AREA PROVIDED
6,011 *
SF
VOLUME REQUIRED
5,4544
CF
VOLUME PROVIDED
14,731- CF
STORAGE DEPTH
2.0
FT
TOP OF BERM
7,243
SF
825.50 ELEV
EMGY. SPILLWAY LENGTH
15
FT
824.00 ELEV
BOTTOM OF BASIN
4,374
SF
822.40 ELEV
SKIMMER SIZE
3
IN
SKIMMER ORIFICE DIAMETER
1.25
IN
DISTURBED AREA : 15.00 AC
SHEET NUMBER
EROSION CONTROL PLAN PHASE 1 IMIll

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012587004
KI DATE
11 /02/2015
O 2015 KIMLEY—HORN AND ASSOCIATES, INC. SCALE AS SHOWN
333 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601 DESIGNED BY JCB
REVISED PER TOWN COMMENTS 12/03/15 JCB PHONE: [phone] FAX; 919-653-5847 DRAWN BY JCB
WWW.KIMLEY—HORN.COM
REVISIONS DATE BY CHECKED BY COB
PREPARED FOR
RVAN COMPANIES US, INC.
1/-%
TOWN OF TROUTMAN
04041:1KNEK610111VOW
LICENSED PROFESSIONAL
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41
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SKIMMER BASIN #1
TOTAL DISTURBED DRAINAGE AREA
3.550
AC
25 -YEAR PEAK FLOW
14.165
CFS
SURFACE AREA REQUIRED
4,653
SF
SURFACEAREA PROVIDED
6,514
SF
VOLUME REQUIRED
6,390
CF
VOLUME PROVIDED
11,472
CF
STORAGE DEPTH
2.0
FT
TOP OF BERM
7,769
SF 831.50 ELEV
EMGY. SPILLWAY LENGTH
16
FT 830.00 ELE1l
BOTTOM OF BASIN
4,978
SF 828.00 ELEV
SKIMMER SIZE
2
IN
SKIMMER ORIFICE DIAMETER
1.5
IN
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DISTURBED AREA . 15.00 AC� Call b fore you di
I SHEET NUMBER
EROSION CONTROL PLAN PHASE 1
•

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PLAN APPROVAL FROM IREDELL
2.SET UP AN ON—SITE
PRE—CONSTRUCTION CONFERENCE NTH
EROSION CONTROL INSPECTOR TO
DISCUSS EROSION CONTROL
MEASURES.
3. INSTALL. PERIMETER SILT FENCE, INLET
PROTECTION FOR ALL EXISTING INLETS,
AND CONSTRUCTION ENTRANCES
BEFORE ANY OTHER DISTURBANCE AS
NOTED ON PLAN.
4. NOTIFY|REDELL COUNTY PRIOR TO
ANY LAND DISTURBING ACTIVITY.
5. PROJECT IS ONLY ALLOWED TO
DISTURB WHAT IS NECESSARY TO
INSTALL EROSION CONTROL MEASURES
FROM APPROVED PLAN. ONCE ALL
MEASURES FROM APPROVED PLAN
ARE INSTALLED AND STABILIZED, CALL
FOR AN INITIAL INSPECTION FROM
|REDELLCOUNTY STAFF.
0' BEGIN GRADING OPERATION
7. ROUGH GRADE SITE. 8B@N STORM
DRAIN AND UTILITY INSTALLATION.
8. PLACE INLET PROTECTION AROUND
PROPOSED STORM INLETS AS THEY
ARE INSTALLED.
Q. MAINTAIN AND VERTICALLY ADJUST
EROSION CONTROL DEVICES AS
NEEDED.
10. INSTALL PARKING LOT STONE BASE
AS SOON AS POSSIBLE.
11. STABILIZE SITE AS AREAS ARE
BROUGHT TO FINISH GRADE.
12. CALL THE |REDELL COUNTY EROSION
CONTROL INSPECTOR PRIOR TO THE
REMOVAL OFANY EROSION CONTROL
DEVICE.
13. WHEN CONSTRUCTION IS COMPLETE
AND ALL AREAS ARE STABILIZED
COMPLETELY, CALL THE |REDELL
COUNTY EROSION CONTROL
INSPECTOR FOR INSPECTION.
14. IF SITE IS APPROVED` REMOVE SILT
FENCING AND INLET PROTECTION.
SEED OUT OR STABILIZE ANY
RESULTING BARE AREAS.
15. MWIHEN VEGETATION HAS BECOME
ESTABLISHED, CALL FOR A FINAL
SITE INSPECTION |REDELL COUNTY
AND EROSION CONTROL INSPECTOR.
16. ALL EROSION CONTROL MEASURES
SHALL BE CONSTRUCTED IN
ACCORDANCE WITH STATE EROSION
AND SEDIMENT CONTROL MANUAL,
U.S. DEPT. OF AGR|CULTURE, U.S.
SOIL CONSERVATION SERVICE, AND
LOCAL EROSION CONTROL
ORDINANCE.
17. THE CONTRACTOR SHALL DILIGENTLY
AND CONTINUOUSLY MAINTAIN ALL
EROSION CONTROL DEVICES AND
STRUCTURES TO MINIMIZE EROSION.
THE CONTRACTOR SHALL MAINTAIN
CLOSE CONTACT WITH THE EROSION
INSPECTOR SO THATPER|0D|C
INSPECTIONS CAN BE PERFORMED AT
APPROPRIATE STAGES OF
CONSTRUCTION.
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LIMITS OF DISTUIRBANCE
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SKIMMER BASIN #2
Io
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LICENSED, Fj�pff,�SSIONAL
012587004
IRED)ELL CHARTER ACAD"EMY
11/02/2015
PREPARED FOR EAL_
SCALE AS SHOWN
0 @ 2015 KIMLEY—HORN AND ASSOCIATES, INC. 032582
DESIGNED BY JCB
51 333 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601 RYAN COMPANIES US INC.
_0 REVISED PER TOWN COMMENTS 12/03/15 JCEB DRAWN BY J C EB
0 too. REVISIONS DATE BY CHECKED BY COB TOWN OF TROUTMAN NORTH CAROLINA
�
�
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TOTAL DISTURBED DRAINAGE AREA
�
SLOPES STEEPER THAN 201
�
LESS IN LENGTH AND ARE
,«
SURFACEAREA REQUIRED
�
SF
�
14 DAYS ARE ALLOWED.
�
VOLUME REQUIRED
�
SLOPES 3:1 OR FLATTER
^�
GREATER THAN 50'IN
CF
^�
LENGTH
~�
14 DAYS
�
SLOPES FLATTER THAN 4:1
I
EMGY. SPILLWAY LENGTH
INONE
PERIMETERS AND HQW`
�
BOTT`OM OFF BAS11N
ZONES.
SF 822.00 B -Bt
�
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GROUNDIMIN
NPD 41 DOVER REQUIREMENTS
SITE AREA DESCRIPTION STABILIZA11ON TIME FRAME EXCEP11ONS
SKIMMER BASIN #2 PHASE: 2
TOTAL DISTURBED DRAINAGE AREA
IF SLOPES ARE 10' OR
SLOPES STEEPER THAN 201
7 DAYS
LESS IN LENGTH AND ARE
CFS
SURFACEAREA REQUIRED
NOT STEEPER THAN 2:1.
SF
SURFACE AREA PROVIDED
14 DAYS ARE ALLOWED.
SF
VOLUME REQUIRED
7 DAYS FOR SLOPES
SLOPES 3:1 OR FLATTER
14DAYS
GREATER THAN 50'IN
CF
STORAGE DEP`TqH
LENGTH
ALL OTHER AREAS WITH
14 DAYS
EXCEPT FOR
SLOPES FLATTER THAN 4:1
I
EMGY. SPILLWAY LENGTH
INONE
PERIMETERS AND HQW`
FT 824.30 B_EV
BOTT`OM OFF BAS11N
ZONES.
SKIMMER BASIN #2 PHASE: 2
TOTAL DISTURBED DRAINAGE AREA
6.230
AC
25 -YEAR PEAK FLOW
24.858
CFS
SURFACEAREA REQUIRED
8,079
SF
SURFACE AREA PROVIDED
13S43
SF
VOLUME REQUIRED
11,214
CF
VOLUME PROVIDED
28A55
CF
STORAGE DEP`TqH
5.0
FT
TOP OF BERM
16171
SF 827.00 ELEV
EMGY. SPILLWAY LENGTH
25
FT 824.30 B_EV
BOTT`OM OFF BAS11N
11,240
SF 822.00 B -Bt
SKIMMER SE7E
4
IN
SKIMMER ORIFICE DIAMETER
1.7511
IN
EROSION CONTROL PLAN PHASE 2

m
REVISED PER TOWN COMMENTS 12/03/15 JCB
0 No. REVISIONS DATE BY
Q
OO 2015 KIMLEY—HORN AND ASSOCIATES, INC.
333 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601
PHONE: [phone] FAX: [phone]
WWW.KIMLEY—HORN.COM
DATE
11/02/2015
SCALE AS SHOWN
DESIGNED BY JCB
DRAWN BY JCB
CHECKED BY COB
PREPARED FOR
400 V 1 COMPANIES
TOWN OF TROUTMAN
NORTH CAROLINA
LICENSED PROFESSIONAL
it
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fSF
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PERIMETER DIKES, SWALES,
sw�
NONE
DITCHES, SLOPES
HIGH QUALITY WATER
(HQW) ZONES
s
NONE
IF SLOPES ARE 10' OR
SLOPES STEEPER THAN 3:1
7 DAYS
SILT FENCE
i
�
.�
$9$
8
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,
OUTLET TYP.
f
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i f
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-SILT FENCE
J
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LENGTH
yh I
14 DAYS
NONE EXCEPT FOR
SLOPES FLATTER THAN 4:1
GJ # t {
OUTLET (TYP.)
v
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LEGEND
LIMITS OF
CONSTRUCTION ENTRANCE
SILT FENCE OUTLET
CL
LIMITS OF DISTURBANCE
SF
SILT FENCE
DISTURBANCE
INLET PROTECTION
J
DEWATERING BASIN
9
Know what's below,
DISTURBED AREA 15.00 ACI
all before you dig.
SHEET NUMBER
LAI'ml PHASE
a�
F
I..
f1
m
REVISED PER TOWN COMMENTS 12/03/15 JCB
0 No. REVISIONS DATE BY
Q
OO 2015 KIMLEY—HORN AND ASSOCIATES, INC.
333 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601
PHONE: [phone] FAX: [phone]
WWW.KIMLEY—HORN.COM
DATE
11/02/2015
SCALE AS SHOWN
DESIGNED BY JCB
DRAWN BY JCB
CHECKED BY COB
PREPARED FOR
400 V 1 COMPANIES
TOWN OF TROUTMAN
NORTH CAROLINA
LICENSED PROFESSIONAL
it
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2 v
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GRAPHIC SCALE IN FEET
0 20 40 80
NPDES GROUND COVER REQUIREMENTS
SITE AREA DESCRIPTION
STABILIZATION
fSF
�3
PERIMETER DIKES, SWALES,
sw�
NONE
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HIGH QUALITY WATER
(HQW) ZONES
s
NONE
IF SLOPES ARE 10' OR
SLOPES STEEPER THAN 3:1
7 DAYS
SSE
i
�
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8
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f
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t
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yh I
14 DAYS
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GJ # t {
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GRAPHIC SCALE IN FEET
0 20 40 80
NPDES GROUND COVER REQUIREMENTS
SITE AREA DESCRIPTION
STABILIZATION
TIME FRAME EXCEPTIONS
PERIMETER DIKES, SWALES,
7 DAYS
NONE
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HIGH QUALITY WATER
(HQW) ZONES
7 DAYS
NONE
IF SLOPES ARE 10' OR
SLOPES STEEPER THAN 3:1
7 DAYS
LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1.
14 DAYS ARE ALLOWED.
7 DAYS FOR SLOPES
SLOPES 3:1 OR FLATTER
14 DAYS
GREATER THAN 50' IN
LENGTH
ALL OTHER AREAS WITH
14 DAYS
NONE EXCEPT FOR
SLOPES FLATTER THAN 4:1
PERIMETERS AND HQW
ZONES.
LEGEND
'
CONSTRUCTION ENTRANCE
SILT FENCE OUTLET
CL
LIMITS OF DISTURBANCE
SF
SILT FENCE
INLET PROTECTION
DEWATERING BASIN
9
Know what's below,
DISTURBED AREA 15.00 ACI
all before you dig.
SHEET NUMBER
LAI'ml PHASE

v
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NOTES:
(ll
1. CONSTRUCT THE ENTRANCE TO THE SLOPE DRAiN OF A STANDARD
C0
FLARED -END SECTION OF PIPE WITH A MINIMUM 6 -INCH METAL TOE PLATE
< (CROSS-SECTION VIEW). MAKE ALL FITTINGS WATERTIGHT, A STANDARD
T -SECTION FITTING MAY ALSO BE USED AT THE INLET. 4'
a MiR.
2. USE AN EARTHEN DIVERSION TO DIRECT SURFACE RUNOFF INTO THE
0 TEMPORARY SLOPE DRAIN, MAKE THE HEIGHT OF THE BERM OVER THE DRAIN BERM
CONDUIT A MINIMUM OF 1.5 FT AND AT LEAST 6 INCHES HIGHER THAN THE
ADJOINING BERM ON EITHER SIDE.
THE LOWEST POINT OF THE DIVERSION BERM SHOULD BE A MiNIMUM OF 1 FT
x 1HOEi GHQ I 3:1
ABOVE THE TOP OF THE DRAIN SO THAT DESIGN FLOW CAN FREELY ENTER THE 1.5' Mll
4 PiPE. STFiS$
3. PROTECT THE OUTLET OF THE SLOPE DRAIN FROM EROSION WiTH RIPRAP
' DISSIPATER.
10'SPACING
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praaH•n,a '`Y v,tt.hv''�`�j
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Q
O o MAINTENANCE PLAN VIEW
INSPECT THE SLOPE DRAIN AND SUPPORTING DIVERSION AFTER EVERY RAINFALL AND STANDARD T -SECTION
O
N PROPMTLY MAKE NECESSARY REPAIRS. WHEN THE PROTECTED AREA HAS BEEN
- 0 PERMANENTLY STABILIZED, TEMPORARY MEASURES MAY BE REMOVED, MATERIALS
0
D DISPOSED OF PROPERLY, AND ALL DISTURBED AREAS STABILIZED APPROPRIATELY,
W
CO TEMPORARY SLOPE DRAIN
C) NOT TO SCALE
In
TYPE A
Q)
MAINTENANCE
SLOPE DRAIN OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL
0 ca I. INSPECT AT REGULAR INTERVALS AS
WELL AS MAJOR RAINS FOR SLOPE
a
Cf, -0 DRAINS. SCOUR HOLES, AND/OR
A I -` A DISLODGED STONES AND MAKE
o NECESSARY REPAIRS IMMEDIATELY.
0 Q
do
2. BEFORE REMOVAL OF SEDIMENT/SILT
FENCING, INSPECT STONES AND AREA
SURROUNDING STONES FROM
Ln
ACCUMULATED SEDIMENT, REMOVE
o
ACCUMULATED SEDIMENT AFTER DRAINAGE
PLAN MEWBASIN STABILIZATION AND PRIOR TO
REMOVAL OF SEDIMENT/SILT FENCING.
° NOTES:
(1) d -1.5 TIMES THE MAXIMUM STONE
DIAMETER BUT NOT LESS THAN 6
INCHES,
° (2) La =LENGTH OF RIPRAP APRON,
O
41
o Q SECTION A -A (3) EXTEND RIP RAP OVER AND
AROUND SLOPE DRAIN
0 IF STONE DiAS 8% PROVIDE GEOTEXTiLE UNDERLiNER OR
00 4' (MIN.) #57 WASHED STONE BEDDING MATERIAL.
Lt`s
0
>C
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T- I 0
O
a
3
NOTES:
O
1. L = THE LENGTH OF THE RIPRAP APRON
0
2. d 1.5 TiMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 12 INCHES
3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIP RAP AND SOIL FOUNDATION.
4. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO 6 INCHES ABOVE THE MAXIMUM
TAILWATER DEPTH OR THE TOP OF THE BANK, WHICHEVER IS LESS.
o �
0
C
0 ID
1D PIPE OUTLET
N(?T TO scALE
WOODEN STAKE WITH WATTLE
ANCHORED TO THE TOP
FILTER FABRIC
OR DITCH LINER
F1[Qj
1. WATTLES SHALL BE FILLED WITH STRAW
OR OTHER APPROVED MATERIAL
2. SPACING FOR WATTLES SHALL BE
DETERMINED BY THE SITE ENGINEER.
3. WATTLES MAY BE USED FOR
PROTECTION OF CATCH BASINS AND
DROP INLETS WITH APPROVAL BY THE
STORMWATER UTILITY MANAGER OR
DESIGNEE.
12" DIAMETER STRAW FILLED WATTLE
PROFILE VIEW
12" DIAMETER STRAW FILLED WATTLE
FASTENED TO WOODEN STAKE BY NAILOR
STAPLE
WOODEN STAKE
DITCHLINE
FILTER FABRIC Ij r
OR DITCH LINER � FLOW
6" FABRIC STAPLE
16"
s STRAW WATTLE -
NOT TO SCALE
I _c
4
cn t
M O 2015 KIMLEY-HORN AND ASSOCIATES, INC.
333 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601
�
� REVISED PER TOWN COMMENTS 12/03/15 JCB
PHONE: [phone] FAX: [phone]
_ WWW.KIMLEY-HORN.COM
Q No. REVISIONS DATE BY
6" COVER
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NOT
DETAIL F-4 FILTER EAS
NOTES:
1. DRIVE 5' STEEL POST AT LEAST 24"
INTO SOLID GROUND.
2. USE STAPLES 1' APART HORIZONTALLY
AND VERTICALLY TO ATTACH THE
FABRIC TO THE HOG WARE.
3. SPACE THE BAFFLES ACCORDING TO
THE APPROVED PLAN.
4, THE FLOOR OF THE BASIN IN THE
OUTLET ZONE AND BERMS SHOULD
BE SEEDED IMMEDEATELLY AFTER
THE BASIN IS CONSTRUCTED
MAINTENANCE NOTES:
INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH
RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD
THE FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE,
OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS WHEN iT REACHES HALF FULL
TO PROVIDEO U
ADEQUATE Q TE ST RAGE VOLUME FOR THE NEXT
RAIN AND TO REDUCE PRESSURE ON THE BAFFLES, TAKE
CARE TO AVOiD DAMAGING THE BAFFLES DURING CLEANOUT.
SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE
DESIGNED STORAGE DEPTH,
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN
PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS AND
UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA To GRADE,
AND STABILIZE IT.
.q wt ' r,•.,•� ...rip„ •,•^ ^p `+r^+.•...
$TRAP tf +t• I •, � 1 ;4 '�` , •r .;: •k `tip +t I
FLOW k '` •'_` "'
_. 3••''` ii+ '• •f1.•F'IL.BA.. •.ri +•.''^y. y, l:>a`� A::
1 , y • •*� �• , • •.+" ~ •:.: F• ; is 1 .«'.1.: •1'ei •'
PUMP DISCHARGE HOSE 12' IN MIN,
ULCH, LEAF/WOOD COMPOST,
PLAN VIEW WOODCHIPS, SAND, OR STRAW BALES
STRAP
SLOPE
.. , t• 0
FLOW _ ., ' .:. :. ., {"r ,., . ' ,.. ,•, S MAX
• r
:f
! f%;U � .'/ /lk ' 'Y ,i. `L l "f , i >.\ f ` `i'�' f \� ' f r` .t ,., ' '..i.. f ,.. t' �`: J "\` •?i= f
.. 1.. %.- i< _. �.h/.. !rf �, . ,IvFi/<<1,...�. � /.�Fn ..,.. ,.:- S r../ >.tc f. /� /<,F f„ c �,-.. ; , . r✓1r. /,. rlc, /�+''.Ff: •'ff ,kl r,. .Fn./�t, ,fv,� ..,-
ELEVAIION FILTER BAG
8 iN MIN.
QQN5IBUQI1QUA
1. TIGHTLY SEAL SLEEVE AROUND THE PUMP DISCHARGE HOSE WITH A STRAP OR SIMILAR DEVICE,
2. PLACE FILTER BAG ON SUITABLE BASE (E.G., MULCH, LEAF/WOOD COMPOST, WOODCHIPS, SAND, OR
STRAW BALES) LOCATED ON A LEVEL OR 5% MAXIMUM SLOPING SURFACE. DISCHARGE TO A
STABILIZED AREA. EXTEND BASE A MINIMUM OF 12 INCHES FROM EDGES OF BAG.
3, CONTROL PUMPING RATE TO PREVENT EXCESSIVE PRESSURE WITHIN THE FILTER BAG IN ACCORDANCE
WITH THE MANUFACTURER RECOMMENDATIONS.. AS THE BAG FILLS WITH SEDIMENT, REDUCE PUMPING
RATE.
4. REMOVE AND PROPERLY DISPOSE OF FILTER BAG UPON COMPLETION OF PUMPING OPERATIONS OR
AFTER BAG HAS REACHED CAPACITY, WHICHEVER OCCURS FIRST. SPREAD THE DEWATERED SEDIMENT
FROM THE BAG iN AN APPROVED UPLAND AREA AND STABILIZE WITH SEED AND MULCH BY THE END
OF THE WORK DAY. RESTORE THE SURFACE AREA BENEATH THE BAG TO ORIGINAL CONDITION UPON
REMOVAL OF THE DEVICE.
5. USE NONWOVEN GEOTEX11LE WITH DOUBLE STITCHED SEAMS USING HIGH STRENGTH THREAD. SIZE
SLEEVE TO ACCOMMODATE A MAXIMUM 4 INCH DIAMETER PUMP DISCHARGE HOSE. THE BAG MUST BE
MANUFACTURED FROM A NONWOVEN GEOTEX11LE THAT MEETS OR EXCEEDS MINIMUM AVERAGE ROLL
VALUES (MARV) FOR THE FOLLOWING.
GRAB TENSILE 250 LB ASTM D--4632
PUNCTURE 150 LB ASTM D--4833
FLOW RATE 70 GAL/MIN/FTZ ASTM D-4491
PERMITTIVITY (SEC"') 1,2 SEC-' ASTM D-4491
UV RESISTANCE 70% STRENGTH 0 500 HOURS ASTM D--4355
APPARENT OPENING SIZE (AOS) 4.15-0.18 MM ASTM D-4751
SEAM STRENGTH 90% ASTM D^-4632
6. REPLACE FILTER BAG IF BAG CLOGS OR HAS RIPS, TEARS, OR PUNCTURES. DURING OPERATION KEEP
CONNECTION BETWEEN PUMP HOSE AND FILTER BAG WATER TIGHT. REPLACEBEDDING IF IT BECOMES
DISPLACED.
FILL SLOPE
T ,`1MIN.
T MIN.
TEMPORARY
J BERM
-I, rip Gr�oyD
NOTES:
I. DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1%,
2. SILT FENCE MAY BE REQUIRED BEHIND BERM. T MIN.
BOTTOM WID17H
MAINTENANCINOTES: TEMPORARY DIVERSION DITCH
INSPEK7TLIVIPORARYDIVI:RSIOITSONCE AWItKAND AI'IEREVERY RAINFALL. CUT WITH BLADE
IMMLDIAI TLY 12I:MOVI SI'OIMPIv 1 1 RnM 7 111 FLOW ARFA AND REPAIR TI1t DIV 6RSION
KIIX i CAKGI )I I Y LFII CK Ot+'L(t 1S ANI) M tkl "1'tM3 I Y (tEPAhIS AS NGLDLll W'IlliN
THi ARrA PRt? i C'I'I;T) IS I'L:RMANI NTI,Y S'1 Af3li UEt), RLMOVI: t fik:I21[X;[: ANl) 7'I C+i
CI IANN$L TO BI.I NT) WI 1 F I'Tltfi NA I t IRAI, (iRC H fN+) ANT) APPOIRRIATIiLY ti TABILIZI: FE
2 TEMPORARY DIVERSION DITCH
NOT TO SCALE.
SEEDBED PREPARATION
fsa ®a
1.) CHISEL COMPACTED AREAS AND SPREAD TOPS04L 3 INCHES
DEEP OVER ADVERSE SOIL CONDITIONS, iF AVAILABLE.
2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3.) REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS
LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
4.) APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE
UNIFORMLY AND MIX WITH SOIL (SEE BELOW*).
5•) CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM
REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
6.) SEED ON A FRESHLY PREPARED SEEDBED AND COVER
J
SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
7.) MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8,) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF
STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING
ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
9.) CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT
AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
* APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/
ACRE IN CLAY SOILS)
FERTILIZER- 1,000 lbs. / ACRE -10-10-10
SUPERPHOSPHATE- 500 lbs> / ACRE -20% ANALYSIS
MULCH -2 TONS / ACRE - SMALL GRAIN STRAW
ANCHOR - ASPHALT EMULSION @ 300 GALS,/ ACRE
SEEDING SCHEDULE (REVISED; 1-1•-86)
Shoulders, Side Ditches, Slopes (Max 3;1)
REWSIONS
DAT_ DRAWN BY
DATE TYPE
RIPRAP FOR
SLOPEDRAIN
0125870044II
E
300 lbs/acre
sm. # sm
300 lbs/acre
NOTES:
O
1. L = THE LENGTH OF THE RIPRAP APRON
0
2. d 1.5 TiMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 12 INCHES
3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIP RAP AND SOIL FOUNDATION.
4. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO 6 INCHES ABOVE THE MAXIMUM
TAILWATER DEPTH OR THE TOP OF THE BANK, WHICHEVER IS LESS.
o �
0
C
0 ID
1D PIPE OUTLET
N(?T TO scALE
WOODEN STAKE WITH WATTLE
ANCHORED TO THE TOP
FILTER FABRIC
OR DITCH LINER
F1[Qj
1. WATTLES SHALL BE FILLED WITH STRAW
OR OTHER APPROVED MATERIAL
2. SPACING FOR WATTLES SHALL BE
DETERMINED BY THE SITE ENGINEER.
3. WATTLES MAY BE USED FOR
PROTECTION OF CATCH BASINS AND
DROP INLETS WITH APPROVAL BY THE
STORMWATER UTILITY MANAGER OR
DESIGNEE.
12" DIAMETER STRAW FILLED WATTLE
PROFILE VIEW
12" DIAMETER STRAW FILLED WATTLE
FASTENED TO WOODEN STAKE BY NAILOR
STAPLE
WOODEN STAKE
DITCHLINE
FILTER FABRIC Ij r
OR DITCH LINER � FLOW
6" FABRIC STAPLE
16"
s STRAW WATTLE -
NOT TO SCALE
I _c
4
cn t
M O 2015 KIMLEY-HORN AND ASSOCIATES, INC.
333 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601
�
� REVISED PER TOWN COMMENTS 12/03/15 JCB
PHONE: [phone] FAX: [phone]
_ WWW.KIMLEY-HORN.COM
Q No. REVISIONS DATE BY
6" COVER
M
OTHER SOUARE aF Tri HOO
MIRE VERTtCAIL,Y Atm
HORIZONTAlY
'"�► BAFFLE _lNaIA LLA]ION -- 5JEP 2
Noo ww ATTACHED -Y
TO POSTS WRIT L IN01HS
OF WIRE
HORIZONTAL IATA. POST
WIRED SEMWdLY TO VERTICAL
POSTS
BAFFLE INSTALLATIQN - STEP 1
GLASS #1 RIP
Tl -RE (TV.)
MET ZONE
MAO
`
OF
AREA
j-p4gimmm-are . _sCE ARFA�
SECOW CHAMBER e. AM FARM
W &WAM AREA
BURIED IN':i «
:ZONE
PERSPECTIVE MEW
GB�TO�SCALE FES -ED FILTER BASIN
NOT
DETAIL F-4 FILTER EAS
NOTES:
1. DRIVE 5' STEEL POST AT LEAST 24"
INTO SOLID GROUND.
2. USE STAPLES 1' APART HORIZONTALLY
AND VERTICALLY TO ATTACH THE
FABRIC TO THE HOG WARE.
3. SPACE THE BAFFLES ACCORDING TO
THE APPROVED PLAN.
4, THE FLOOR OF THE BASIN IN THE
OUTLET ZONE AND BERMS SHOULD
BE SEEDED IMMEDEATELLY AFTER
THE BASIN IS CONSTRUCTED
MAINTENANCE NOTES:
INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH
RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD
THE FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE,
OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS WHEN iT REACHES HALF FULL
TO PROVIDEO U
ADEQUATE Q TE ST RAGE VOLUME FOR THE NEXT
RAIN AND TO REDUCE PRESSURE ON THE BAFFLES, TAKE
CARE TO AVOiD DAMAGING THE BAFFLES DURING CLEANOUT.
SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE
DESIGNED STORAGE DEPTH,
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN
PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS AND
UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA To GRADE,
AND STABILIZE IT.
.q wt ' r,•.,•� ...rip„ •,•^ ^p `+r^+.•...
$TRAP tf +t• I •, � 1 ;4 '�` , •r .;: •k `tip +t I
FLOW k '` •'_` "'
_. 3••''` ii+ '• •f1.•F'IL.BA.. •.ri +•.''^y. y, l:>a`� A::
1 , y • •*� �• , • •.+" ~ •:.: F• ; is 1 .«'.1.: •1'ei •'
PUMP DISCHARGE HOSE 12' IN MIN,
ULCH, LEAF/WOOD COMPOST,
PLAN VIEW WOODCHIPS, SAND, OR STRAW BALES
STRAP
SLOPE
.. , t• 0
FLOW _ ., ' .:. :. ., {"r ,., . ' ,.. ,•, S MAX
• r
:f
! f%;U � .'/ /lk ' 'Y ,i. `L l "f , i >.\ f ` `i'�' f \� ' f r` .t ,., ' '..i.. f ,.. t' �`: J "\` •?i= f
.. 1.. %.- i< _. �.h/.. !rf �, . ,IvFi/<<1,...�. � /.�Fn ..,.. ,.:- S r../ >.tc f. /� /<,F f„ c �,-.. ; , . r✓1r. /,. rlc, /�+''.Ff: •'ff ,kl r,. .Fn./�t, ,fv,� ..,-
ELEVAIION FILTER BAG
8 iN MIN.
QQN5IBUQI1QUA
1. TIGHTLY SEAL SLEEVE AROUND THE PUMP DISCHARGE HOSE WITH A STRAP OR SIMILAR DEVICE,
2. PLACE FILTER BAG ON SUITABLE BASE (E.G., MULCH, LEAF/WOOD COMPOST, WOODCHIPS, SAND, OR
STRAW BALES) LOCATED ON A LEVEL OR 5% MAXIMUM SLOPING SURFACE. DISCHARGE TO A
STABILIZED AREA. EXTEND BASE A MINIMUM OF 12 INCHES FROM EDGES OF BAG.
3, CONTROL PUMPING RATE TO PREVENT EXCESSIVE PRESSURE WITHIN THE FILTER BAG IN ACCORDANCE
WITH THE MANUFACTURER RECOMMENDATIONS.. AS THE BAG FILLS WITH SEDIMENT, REDUCE PUMPING
RATE.
4. REMOVE AND PROPERLY DISPOSE OF FILTER BAG UPON COMPLETION OF PUMPING OPERATIONS OR
AFTER BAG HAS REACHED CAPACITY, WHICHEVER OCCURS FIRST. SPREAD THE DEWATERED SEDIMENT
FROM THE BAG iN AN APPROVED UPLAND AREA AND STABILIZE WITH SEED AND MULCH BY THE END
OF THE WORK DAY. RESTORE THE SURFACE AREA BENEATH THE BAG TO ORIGINAL CONDITION UPON
REMOVAL OF THE DEVICE.
5. USE NONWOVEN GEOTEX11LE WITH DOUBLE STITCHED SEAMS USING HIGH STRENGTH THREAD. SIZE
SLEEVE TO ACCOMMODATE A MAXIMUM 4 INCH DIAMETER PUMP DISCHARGE HOSE. THE BAG MUST BE
MANUFACTURED FROM A NONWOVEN GEOTEX11LE THAT MEETS OR EXCEEDS MINIMUM AVERAGE ROLL
VALUES (MARV) FOR THE FOLLOWING.
GRAB TENSILE 250 LB ASTM D--4632
PUNCTURE 150 LB ASTM D--4833
FLOW RATE 70 GAL/MIN/FTZ ASTM D-4491
PERMITTIVITY (SEC"') 1,2 SEC-' ASTM D-4491
UV RESISTANCE 70% STRENGTH 0 500 HOURS ASTM D--4355
APPARENT OPENING SIZE (AOS) 4.15-0.18 MM ASTM D-4751
SEAM STRENGTH 90% ASTM D^-4632
6. REPLACE FILTER BAG IF BAG CLOGS OR HAS RIPS, TEARS, OR PUNCTURES. DURING OPERATION KEEP
CONNECTION BETWEEN PUMP HOSE AND FILTER BAG WATER TIGHT. REPLACEBEDDING IF IT BECOMES
DISPLACED.
FILL SLOPE
T ,`1MIN.
T MIN.
TEMPORARY
J BERM
-I, rip Gr�oyD
NOTES:
I. DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1%,
2. SILT FENCE MAY BE REQUIRED BEHIND BERM. T MIN.
BOTTOM WID17H
MAINTENANCINOTES: TEMPORARY DIVERSION DITCH
INSPEK7TLIVIPORARYDIVI:RSIOITSONCE AWItKAND AI'IEREVERY RAINFALL. CUT WITH BLADE
IMMLDIAI TLY 12I:MOVI SI'OIMPIv 1 1 RnM 7 111 FLOW ARFA AND REPAIR TI1t DIV 6RSION
KIIX i CAKGI )I I Y LFII CK Ot+'L(t 1S ANI) M tkl "1'tM3 I Y (tEPAhIS AS NGLDLll W'IlliN
THi ARrA PRt? i C'I'I;T) IS I'L:RMANI NTI,Y S'1 Af3li UEt), RLMOVI: t fik:I21[X;[: ANl) 7'I C+i
CI IANN$L TO BI.I NT) WI 1 F I'Tltfi NA I t IRAI, (iRC H fN+) ANT) APPOIRRIATIiLY ti TABILIZI: FE
2 TEMPORARY DIVERSION DITCH
NOT TO SCALE.
SEEDBED PREPARATION
fsa ®a
1.) CHISEL COMPACTED AREAS AND SPREAD TOPS04L 3 INCHES
DEEP OVER ADVERSE SOIL CONDITIONS, iF AVAILABLE.
2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3.) REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS
LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
4.) APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE
UNIFORMLY AND MIX WITH SOIL (SEE BELOW*).
5•) CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM
REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
6.) SEED ON A FRESHLY PREPARED SEEDBED AND COVER
J
SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
7.) MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8,) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF
STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING
ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
9.) CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT
AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
* APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/
ACRE IN CLAY SOILS)
FERTILIZER- 1,000 lbs. / ACRE -10-10-10
SUPERPHOSPHATE- 500 lbs> / ACRE -20% ANALYSIS
MULCH -2 TONS / ACRE - SMALL GRAIN STRAW
ANCHOR - ASPHALT EMULSION @ 300 GALS,/ ACRE
SEEDING SCHEDULE (REVISED; 1-1•-86)
Shoulders, Side Ditches, Slopes (Max 3;1)
u
LICENSED PROFESSIONAL
DATE TYPE
PLANTING RATE
0125870044II
E
300 lbs/acre
Nov 1 - Mar 1 Tall Fescue
300 lbs/acre
11/02/2015
& Abruzzi Rye
U
Mar 1 - Apr 15 Tall Fescue
300 lbs/acre
PREPARED FOR
RYAN COMPANIES U 1 INC.
Lei
25 lbs/acre
C-6,5
Jul1 - Aug 15 Tall Fescue and
120 lbs/acre
DRAWN BY JCB
N
35 lbs/acre
TOWN OF TROUTMAN NORTH CAROLINA
***or Sorghum -Sudan Hybrids
30 lbs/acre
Slopes (3:1 to 2: 1)
p
Mar 1 - Jun 1 Serlcea Lespedeza (scarified)
50 lbs/acre
&
(Mar 1 -- Apr 15) Add Tall Fescue
PIPE OUTLET TO FLAT
PiPE OUTLET TO WELL-DEFINED
Ln
°
(Mar 1 - Jun 30) Or Add Hulled Common Bermudagrass
AREA
CHANNEL
D
�
***Browntop Millet
NO WELL --DEFINED
CHANNEL
***or Sorghum -Sudan Hybrids
o
Sep 1 - Mar 1 Sericea Lespedeza (unhulled-unscarified)
A
.rte .
and Tall Fescue
120 lbs/acre
A A `
Q'
25 lbs/acre
3 TIMES
Q
of
denuded areas. The above vegetation rates are those which do well under
E
,v
INNER
***Temporary - Reseed according to optimum season for desired
y
vegetation. Do not allow temporary cover to grow over 12" in height before
RIP
U
`)
DIAMETER I.
PIPE
RAP
1. D. PIPE RAP
0
0
(I. D.)
.,..- :...-..-,...,
APRON
i
--. _.,... APRON
w
,
a
PLAN
PLA_
a
U)
VIEW
VIEW
r
O
_
z
O
Q
PIPE
'`
PIPE
w
d-
LO
- T.j
I E -
'
-ILTER
i
FABRIC �ILTE�
�?
SECTION
SECTION
A --A'
'A -A'
o
,
NOTES:
O
1. L = THE LENGTH OF THE RIPRAP APRON
0
2. d 1.5 TiMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 12 INCHES
3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIP RAP AND SOIL FOUNDATION.
4. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO 6 INCHES ABOVE THE MAXIMUM
TAILWATER DEPTH OR THE TOP OF THE BANK, WHICHEVER IS LESS.
o �
0
C
0 ID
1D PIPE OUTLET
N(?T TO scALE
WOODEN STAKE WITH WATTLE
ANCHORED TO THE TOP
FILTER FABRIC
OR DITCH LINER
F1[Qj
1. WATTLES SHALL BE FILLED WITH STRAW
OR OTHER APPROVED MATERIAL
2. SPACING FOR WATTLES SHALL BE
DETERMINED BY THE SITE ENGINEER.
3. WATTLES MAY BE USED FOR
PROTECTION OF CATCH BASINS AND
DROP INLETS WITH APPROVAL BY THE
STORMWATER UTILITY MANAGER OR
DESIGNEE.
12" DIAMETER STRAW FILLED WATTLE
PROFILE VIEW
12" DIAMETER STRAW FILLED WATTLE
FASTENED TO WOODEN STAKE BY NAILOR
STAPLE
WOODEN STAKE
DITCHLINE
FILTER FABRIC Ij r
OR DITCH LINER � FLOW
6" FABRIC STAPLE
16"
s STRAW WATTLE -
NOT TO SCALE
I _c
4
cn t
M O 2015 KIMLEY-HORN AND ASSOCIATES, INC.
333 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601
�
� REVISED PER TOWN COMMENTS 12/03/15 JCB
PHONE: [phone] FAX: [phone]
_ WWW.KIMLEY-HORN.COM
Q No. REVISIONS DATE BY
6" COVER
M
OTHER SOUARE aF Tri HOO
MIRE VERTtCAIL,Y Atm
HORIZONTAlY
'"�► BAFFLE _lNaIA LLA]ION -- 5JEP 2
Noo ww ATTACHED -Y
TO POSTS WRIT L IN01HS
OF WIRE
HORIZONTAL IATA. POST
WIRED SEMWdLY TO VERTICAL
POSTS
BAFFLE INSTALLATIQN - STEP 1
GLASS #1 RIP
Tl -RE (TV.)
MET ZONE
MAO
`
OF
AREA
j-p4gimmm-are . _sCE ARFA�
SECOW CHAMBER e. AM FARM
W &WAM AREA
BURIED IN':i «
:ZONE
PERSPECTIVE MEW
GB�TO�SCALE FES -ED FILTER BASIN
NOT
DETAIL F-4 FILTER EAS
NOTES:
1. DRIVE 5' STEEL POST AT LEAST 24"
INTO SOLID GROUND.
2. USE STAPLES 1' APART HORIZONTALLY
AND VERTICALLY TO ATTACH THE
FABRIC TO THE HOG WARE.
3. SPACE THE BAFFLES ACCORDING TO
THE APPROVED PLAN.
4, THE FLOOR OF THE BASIN IN THE
OUTLET ZONE AND BERMS SHOULD
BE SEEDED IMMEDEATELLY AFTER
THE BASIN IS CONSTRUCTED
MAINTENANCE NOTES:
INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH
RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD
THE FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE,
OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS WHEN iT REACHES HALF FULL
TO PROVIDEO U
ADEQUATE Q TE ST RAGE VOLUME FOR THE NEXT
RAIN AND TO REDUCE PRESSURE ON THE BAFFLES, TAKE
CARE TO AVOiD DAMAGING THE BAFFLES DURING CLEANOUT.
SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE
DESIGNED STORAGE DEPTH,
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN
PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS AND
UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA To GRADE,
AND STABILIZE IT.
.q wt ' r,•.,•� ...rip„ •,•^ ^p `+r^+.•...
$TRAP tf +t• I •, � 1 ;4 '�` , •r .;: •k `tip +t I
FLOW k '` •'_` "'
_. 3••''` ii+ '• •f1.•F'IL.BA.. •.ri +•.''^y. y, l:>a`� A::
1 , y • •*� �• , • •.+" ~ •:.: F• ; is 1 .«'.1.: •1'ei •'
PUMP DISCHARGE HOSE 12' IN MIN,
ULCH, LEAF/WOOD COMPOST,
PLAN VIEW WOODCHIPS, SAND, OR STRAW BALES
STRAP
SLOPE
.. , t• 0
FLOW _ ., ' .:. :. ., {"r ,., . ' ,.. ,•, S MAX
• r
:f
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ELEVAIION FILTER BAG
8 iN MIN.
QQN5IBUQI1QUA
1. TIGHTLY SEAL SLEEVE AROUND THE PUMP DISCHARGE HOSE WITH A STRAP OR SIMILAR DEVICE,
2. PLACE FILTER BAG ON SUITABLE BASE (E.G., MULCH, LEAF/WOOD COMPOST, WOODCHIPS, SAND, OR
STRAW BALES) LOCATED ON A LEVEL OR 5% MAXIMUM SLOPING SURFACE. DISCHARGE TO A
STABILIZED AREA. EXTEND BASE A MINIMUM OF 12 INCHES FROM EDGES OF BAG.
3, CONTROL PUMPING RATE TO PREVENT EXCESSIVE PRESSURE WITHIN THE FILTER BAG IN ACCORDANCE
WITH THE MANUFACTURER RECOMMENDATIONS.. AS THE BAG FILLS WITH SEDIMENT, REDUCE PUMPING
RATE.
4. REMOVE AND PROPERLY DISPOSE OF FILTER BAG UPON COMPLETION OF PUMPING OPERATIONS OR
AFTER BAG HAS REACHED CAPACITY, WHICHEVER OCCURS FIRST. SPREAD THE DEWATERED SEDIMENT
FROM THE BAG iN AN APPROVED UPLAND AREA AND STABILIZE WITH SEED AND MULCH BY THE END
OF THE WORK DAY. RESTORE THE SURFACE AREA BENEATH THE BAG TO ORIGINAL CONDITION UPON
REMOVAL OF THE DEVICE.
5. USE NONWOVEN GEOTEX11LE WITH DOUBLE STITCHED SEAMS USING HIGH STRENGTH THREAD. SIZE
SLEEVE TO ACCOMMODATE A MAXIMUM 4 INCH DIAMETER PUMP DISCHARGE HOSE. THE BAG MUST BE
MANUFACTURED FROM A NONWOVEN GEOTEX11LE THAT MEETS OR EXCEEDS MINIMUM AVERAGE ROLL
VALUES (MARV) FOR THE FOLLOWING.
GRAB TENSILE 250 LB ASTM D--4632
PUNCTURE 150 LB ASTM D--4833
FLOW RATE 70 GAL/MIN/FTZ ASTM D-4491
PERMITTIVITY (SEC"') 1,2 SEC-' ASTM D-4491
UV RESISTANCE 70% STRENGTH 0 500 HOURS ASTM D--4355
APPARENT OPENING SIZE (AOS) 4.15-0.18 MM ASTM D-4751
SEAM STRENGTH 90% ASTM D^-4632
6. REPLACE FILTER BAG IF BAG CLOGS OR HAS RIPS, TEARS, OR PUNCTURES. DURING OPERATION KEEP
CONNECTION BETWEEN PUMP HOSE AND FILTER BAG WATER TIGHT. REPLACEBEDDING IF IT BECOMES
DISPLACED.
FILL SLOPE
T ,`1MIN.
T MIN.
TEMPORARY
J BERM
-I, rip Gr�oyD
NOTES:
I. DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1%,
2. SILT FENCE MAY BE REQUIRED BEHIND BERM. T MIN.
BOTTOM WID17H
MAINTENANCINOTES: TEMPORARY DIVERSION DITCH
INSPEK7TLIVIPORARYDIVI:RSIOITSONCE AWItKAND AI'IEREVERY RAINFALL. CUT WITH BLADE
IMMLDIAI TLY 12I:MOVI SI'OIMPIv 1 1 RnM 7 111 FLOW ARFA AND REPAIR TI1t DIV 6RSION
KIIX i CAKGI )I I Y LFII CK Ot+'L(t 1S ANI) M tkl "1'tM3 I Y (tEPAhIS AS NGLDLll W'IlliN
THi ARrA PRt? i C'I'I;T) IS I'L:RMANI NTI,Y S'1 Af3li UEt), RLMOVI: t fik:I21[X;[: ANl) 7'I C+i
CI IANN$L TO BI.I NT) WI 1 F I'Tltfi NA I t IRAI, (iRC H fN+) ANT) APPOIRRIATIiLY ti TABILIZI: FE
2 TEMPORARY DIVERSION DITCH
NOT TO SCALE.
SEEDBED PREPARATION
fsa ®a
1.) CHISEL COMPACTED AREAS AND SPREAD TOPS04L 3 INCHES
DEEP OVER ADVERSE SOIL CONDITIONS, iF AVAILABLE.
2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3.) REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS
LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
4.) APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE
UNIFORMLY AND MIX WITH SOIL (SEE BELOW*).
5•) CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM
REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
6.) SEED ON A FRESHLY PREPARED SEEDBED AND COVER
J
SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
7.) MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8,) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF
STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING
ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
9.) CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT
AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
* APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/
ACRE IN CLAY SOILS)
FERTILIZER- 1,000 lbs. / ACRE -10-10-10
SUPERPHOSPHATE- 500 lbs> / ACRE -20% ANALYSIS
MULCH -2 TONS / ACRE - SMALL GRAIN STRAW
ANCHOR - ASPHALT EMULSION @ 300 GALS,/ ACRE
SEEDING SCHEDULE (REVISED; 1-1•-86)
Shoulders, Side Ditches, Slopes (Max 3;1)
LICENSED PROFESSIONAL
DATE TYPE
PLANTING RATE
0125870044II
Aug 15 - Nov 1 Tall Fescue
300 lbs/acre
Nov 1 - Mar 1 Tall Fescue
300 lbs/acre
11/02/2015
& Abruzzi Rye
25 lbs f acre
Mar 1 - Apr 15 Tall Fescue
300 lbs/acre
PREPARED FOR
RYAN COMPANIES U 1 INC.
Apr 15 - Jun 30 Hulled Common Bermudagrass
25 lbs/acre
C-6,5
Jul1 - Aug 15 Tall Fescue and
120 lbs/acre
DRAWN BY JCB
***Browntop Millet
35 lbs/acre
TOWN OF TROUTMAN NORTH CAROLINA
***or Sorghum -Sudan Hybrids
30 lbs/acre
Slopes (3:1 to 2: 1)
Mar 1 - Jun 1 Serlcea Lespedeza (scarified)
50 lbs/acre
&
(Mar 1 -- Apr 15) Add Tall Fescue
120 lbs/acre
(Mar 1 - Jun 30) Or Add Weeping Lovegrass
10 lbs/acre
(Mar 1 - Jun 30) Or Add Hulled Common Bermudagrass
25 lbs/acre
Jun 1 -- Sep 1 ***Tall Fescue and
120 lbs/acre
***Browntop Millet
35 lbs/acre
***or Sorghum -Sudan Hybrids
30 lbs/acre
Sep 1 - Mar 1 Sericea Lespedeza (unhulled-unscarified)
70 lbs/acre
and Tall Fescue
120 lbs/acre
(Nov 1 - Mar 1) Add Abruzzi Rye
25 lbs/acre
Consult Conservation Engineer or Soil Conservation Service for
additional information concerning other alternatives for vegetation
of
denuded areas. The above vegetation rates are those which do well under
local conditions; other .seeding rate combinations are possible.
***Temporary - Reseed according to optimum season for desired
permanent
vegetation. Do not allow temporary cover to grow over 12" in height before
mowing, otherwise fescue may be shaded out.
SELF INSPECTION AND REPORTING REQUIREMENTS:
MINIMUM SELF INSPECTION AND REPORTING REQUIREMENTS ARE AS FOLLOWS UNLESS
OTHERWISE APPROVED IN WRITING BY THE DIVISION OF WATER QUALITY.
A. A RAIN GAUGE SHALL BE MAINTAINED IN GOOD WORKING ORDER ON THE SITE
UNLESS ANOTHER RAIN MONITORING DEVICE HAS BEEN APPROVED BY THE DIVISION
OF WATER QUALITY.
B. A WRITTEN RECORD OF THE DAILY RAINFALL AMOUNTS SHALL BE RETAINED AND
ALL RECORDS SHALL BE MADE AVAILABLE TO DIVISION OF WATER QUALITY OR
AUTHORIZED AGENT UPON REQUEST, IF NO DAILY RAIN GAUGE OBSERVATIONS ARE
MADE DURING WEEKEND OR HOLIDAY PERIODS, AND NO INDIVIDUAL DAY RAINFALL
INFORMATION IS AVAILABLE, THE +CUMULATIVE RAIN MEASUREMENT FOR THOSE
UN --ATTENDED DAYS WILL DETERMINE IF A SITE INSPECTION IS NEEDED. (NOTE. IF
NO RAINFALL OCCURRED, THE PERMITTEE MUST RECORD -ZERO-).
C. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED TO
ENSURE THAT THEY ARE OPERATING CORRECTLY. INSPECTION RECORDS MUST BE
MAINTAINED FOR EACH INSPECTION EVENT AND FOR EACH MEASURE. AT A
MINIMUM, INSPECTION OF MEASURES MUST OCCUR AT THE FREQUENCY INDICATED
BELOW:
i, ALL EROSION AND SEDIMENTA11ON CONTROL MEASURES MUST BE INSPECTED BY
OR UNDER THE DIRECTION OF THE PERMITTEE AT LEAST ONCE EVERY SEVEN
CALENDAR DAYS, AND
ii. ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSPECTED BY OR
UNDER THE DIRECTION OF THE PERMITTEE WITHIN 24 HOURS AFTER ANY STORM
EVENT GREATER THAN 0.5 INCHES OF RAIN PER 24 HOUR PERIOD.
what'sKnow
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,11
KHAN PROJECT_
LICENSED PROFESSIONAL
0125870044II
ALLCHARTER��
SHEET NUMBER
DATE
11/02/2015
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PREPARED FOR
RYAN COMPANIES U 1 INC.
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SCALE As SHOWN
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CHECKED BY COBI
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PAVEMENT DIMENSION REFER TO PAVEMENT DIMENSION REFER TO
FACE OF CURB UNLESS FACE OF CURB UNLESS
INDICATED OTHERWISE INDICATED OTHERWISE
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CONCRETE FOR CURBING SHALL HAVE A CONSTRUCTION STAKING FOR CURBING AT CONTRACTOR'S OPTION THE GUTTER
MINIMUM COMPRESSIVE STRENGTH OF INSTALLATION SHALL BE REFERENCED THICKNESS MAY BE INCREASED AT THE EDGE OF
3000 P.S.I. AT 28 DAYS. (CUT OR FILL) TO THE FACE OF CURB PAVEMENT TO MAKE BOTTOM OF GUTTER
PARALLEL WITH PAVING OF BASE COURSE.
CONTRACTION JOINTS AT 10'-0" O.C. TOOLED 1/4" (±1/16",-0) WIDE, 1" OR MAX. D/4
DEEP WHICHEVER IS GREATER. EXPANSION JOINTS AT 40' MAX. AND ALL P.C.'s, UNLESS
APPROVED OR INDICATED OTHERWISE ON PLAN VIEW JOINT PATTERN.
TYPICAL CURB AND GUTTER 24"
, . NOT TO SCALE
V_CENTERLINE OF DRIVEWAY
1
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PAVEMENT DIRECTIONAL ARROW DETAIL
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E> Gnsicr;a z�ints stiai t3_ ac,.d �#t 9II' ..zt_rva€s ar,;l afl acerit to all rr ci €�u•�cts
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DETAIL, THIS SHEEET
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lD_1ALC5 ON ALL STREETS, EXCEPT Zi THE CENTRAL BUSINESS DISTRICT,
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OO 2015 KIMLEY-HORN AND ASSOCIATES, INC.
333 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601
REVISED PER TOWN COMMENTS 12/03/15 JCB PHONE: [phone] FAX: [phone]
REVISIONS DATE BY WWW.KIMLEY-HORN.COM
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PAVEMENT DIMENSION REFER TO PAVEMENT DIMENSION REFER TO
FACE OF CURB UNLESS FACE OF CURB UNLESS
INDICATED OTHERWISE INDICATED OTHERWISE
2'-0" 2'-0"
1/2"R" 1/2-R "
6 1» 6 1»
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A SPILLING CURB AND GUTTER B CATCHING CURB AND GUTTER
CONCRETE FOR CURBING SHALL HAVE A CONSTRUCTION STAKING FOR CURBING AT CONTRACTOR'S OPTION THE GUTTER
MINIMUM COMPRESSIVE STRENGTH OF INSTALLATION SHALL BE REFERENCED THICKNESS MAY BE INCREASED AT THE EDGE OF
3000 P.S.I. AT 28 DAYS. (CUT OR FILL) TO THE FACE OF CURB PAVEMENT TO MAKE BOTTOM OF GUTTER
PARALLEL WITH PAVING OF BASE COURSE.
CONTRACTION JOINTS AT 10'-0" O.C. TOOLED 1/4" (±1/16",-0) WIDE, 1" OR MAX. D/4
DEEP WHICHEVER IS GREATER. EXPANSION JOINTS AT 40' MAX. AND ALL P.C.'s, UNLESS
APPROVED OR INDICATED OTHERWISE ON PLAN VIEW JOINT PATTERN.
TYPICAL CURB AND GUTTER 24"
, . NOT TO SCALE
V_CENTERLINE OF DRIVEWAY
1
5' 5'
-.
1
I
4'
REFLEC-
TRAFFIC PAINT
PAVEMENT DIRECTIONAL ARROW DETAIL
6 NOT TO SCALE
APPS Ti)Tx Irk: UNiFi7RM C€ NSTRUCTION STANDARDS
ARDS
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[. G0ntram.0noints shall Ira spaced at 10' 1ntcfvals, exztpt uat a _5' �paci arg Fray: b a ed when a
nia ,ILne TS used of when satisf a tiny support for tht face efir] be obt, ned, m$ fhout fie% use, of
vemplatez at It' irttnrals.
? Jomt spaing shalt be p<o nded to pfe ent uncontrolled crai.,kl g.
-4Ts a f 9
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3 ta€�,:�,<.�g) s szza, d n 1 dw with v �. ;rs,:..xFal,l�, ©Y frF z uei , r! ic_ ttC�f7T` P ed
t s 11� ; e- t
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Fi C �,42� , d.a a �aa�le %zxre )aaa � S poli . auu aii na d�t1i o I _
4. AtlI �.o.F>ra._iFunaT2ts shat b_ fill eciwrtls girt s_a.e::�. I
i •..;t
E> Gnsicr;a z�ints stiai t3_ ac,.d �#t 9II' ..zt_rva€s ar,;l afl acerit to all rr ci €�u•�cts
6, Eypznmon acid yousLruction jomts shat be filled with joint filter and sealer
i
Ttou�2r.�a VC StandardI?;taal �.a:�,G ;T. _G06
TZ
• Roads S.a�s.. 1"I€lllt<
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DONOT ENTER SIGN
7 NOT TO SCALE
1►T111110 1i
NOTE: SEE SITE PLAN
FOR PARKING DIMENSIONS & LAYOUT
PAVEMENT STRIPING DETAIL
3 NOT TO SCALE _
R6-1 L
36" X 21"
ONE WAY
30" X 30" R5-1
MOUNTED PER STOP SIGN
DETAIL, THIS SHEEET
R6-1 R
36" X 219$
EXPANSION "."ION1ROL CIN."I LIL CUNT'ROL
JOINT-,, rii-JOINT FJOINT �-1LIFJT
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JOINT JOIN
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TJ Tt% CONCRETE SiEWAAT S` YNTLRt VSs GSE l„ ��I.Pb
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t`-J[W'F,t ViiREQUIRED AT 4� INTERVALS. A EXPANSIO, J0
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£JiRE3 WHERE Slk¢K t1N-� ANY RIGID S1U<F{RE
,WIL 8E t
Y
?, SIDEWALKf;T'T�2Iaf�.43&,. :.TRr�:P:FS TO BE Ti` T`si;t'K FOR A1C:.. IIRTIE4fAYWI.P;TH.
3, WIDTH 1is
lD_1ALC5 ON ALL STREETS, EXCEPT Zi THE CENTRAL BUSINESS DISTRICT,
Z: Fes[. DL f3 INiMuCE D WIDE. 11DTfi OF SIDEVAVS i4 7 E CENTA'5iDUS<I
;-S5
1
I3i5,TIC:"I" WILL BE DETERMINED BY THESVN.
4, SIDEWALKS TGr BE POURED L 140 OF `RADI AT ;NIERS T1G
C
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ATE>S, 40lll t.5{..�li# r..[zs_ DFS5.
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REVISED _ t
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(OUTACd t STANDARD D �TAsL ,AAPRIL 2006
READS � r ,r
, MINE
SIDEWALKS STANDARD RI?
■
rn
OO 2015 KIMLEY-HORN AND ASSOCIATES, INC.
333 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601
REVISED PER TOWN COMMENTS 12/03/15 JCB PHONE: [phone] FAX: [phone]
REVISIONS DATE BY WWW.KIMLEY-HORN.COM
ONE WAY
ONE WAY SIGN
N0T TO SCALE
AF?PEND.[}i: B: 1TNIF4.)RNI CONS ";:RUC;TIETt4 ST,r'1.N[i.kIRD i
6 >ar �`# t'
SI�IuLE � � Si-Ql+t• DUAL 5�.
PE HNED TZTINDiw ON f"CIEN- ".44
4249-'U ["TION TO "£EI L-TE*T KDUr
D _AuA REVU RVEN'TS,
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3" S 9,5B ASPHALT SURFACE COURSE
(COMPACTED TO 92% DENSITIY PER SPECS.)
6" ABC
(COMPACTED TO 98% MODIFIED PROCTOR)
COMPACTED SUBGRADE*
LIQUI DUTY 65EHALT PAVEMENT SECTION
ASPHALT PAVEMENT SECTIONS
NOT TO SCALE
2" S 9,5B ASPHALT SURFACE COURSE
(COMPACTED TO 92% DENSITIY PER SPECS.)
10" ABC
(COMPACTED TO 98% MODIFIED PROCTOR)
-3" 119.00 INTERMEDIATE COURSE
COMPACTED SUBGRADE*
HEA•YY QUTY ASPHALT PAVEMENT SECTION
* SCARIFY AND RECOMPACT TOP 12 INCHES OF SUBGRADE TO 98% STANDARD PROCTOR.
0 A CESSIBLE R TEQ TRUNCATED DOMES NOTE: Point sign bases with yellow traffic point,
SIGNAGE-- _� C{SEE NOTE 3� (SEE NOTE BELOW) HANDICAP ACCESSIBLE,
w v
OpOflO�0 0 000o0Q0Q00O00 0Q0oo¢0 w v 0 0 0vow 40QOQ0 000Q0 cV l 1 G NO PARKING SIGN
INSTALLED IN PARKING
' y � MUTCa RESER, LOT, HANDICAP
ED
ACCVESSie� 12, PARKING LOCATIONS 2 -SIDED
- MU�Tca _ _ WHERE STALLS FACING.
4" WIDE
RESERVED R2"x�s" -2"x 2"x 0.188" SQUARE STEEL
WHITE STRIPE
TUBE. EXTEND INTO CONCRETE
/,/., R7 -s°• FILLED PIPE 2'-0". INSTALL
12"xtS R7 -s o WELDED WATER TIGHT CAP ON
"� PIA�iUr�°r tz'Xs ;. TOP. PAINT HUNTER GREEN.
Ll.".j
a ALTERNATE: STANDARD 3
PAxALu�r� R7-8, cF ii5 POUND/FOOT U -CHANNEL SIGN
4 2so 1z'Fre u; POST PAINTED GREEN.
WiITISTIFE
HANDICAPACCESSIBLE SIGN
-- PAVING BASE
g II T=III,,,lil ll , 'i
HANDICIT Tf-_
APPED 8' HANDICAPPED
• ( _
12 I
8" DIA. STEEL PIPE FILLED W/ CONCRETE
8' FOR VAN ACCESSIBLE
ONE OUT OF EVERY EIGHT (8)ACCESSIBLE SPACES, BUT
NOT LESS THAN ONE, IS REQUIRED TO BE VAN ACCESSIBLE, ISO DIA. l
HANDICAP ACCESSIBLE PASK,INQ SSTALLS
NOTES 10" DIA.
PROVIDE DETECTABLE WARNING FOR CURB RAMPS. DETECTABLE WARNING KIM
TEXTURES ON WALKING SURFACES SHALL CONSIST OF EXPOSED AGGREGATE co 1. ALL 12"x18" ACCESSIBLE SIGNS (R7-8 & R7-1)
CONCRETE, CUSHIONED SURFACES MADE OF RUBBER OR PLASTIC, RAISED STRIPES, 1" .0 SHALL BE MOUNTED AT 7 FEET FROM GRADE
OR GROOVES. TEXTURE SHALL CONTRAST WITH THAT OF SURROUNDING SURFACE, TO BOTTOM EDGE OF SIGN FACE (MUTCD).
INSTALL HANDICAP ACCESSIBLE SIGN FOR LEFT PARKING SPACE AS SHOWN. MOUNTING HEIGHT CAN BE REDUCEED TO
5 FEET IF PLACED IN AN AREA BETWEEN
SPACE TO BE DESIGNATED AS "VAN ACCESSIBLE" (SEE HANDICAP ACCESSIBLE SIGN 1 R, SIDEWALK AND BUILDING FACE IN WHICH
DETAIL), 20' PEDESTRIANS ARE NOT EXPECTED TO USE.
" 2. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD)
U.S. DEPARTMENT OF TRANSPORTATION AND NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION SUPPLEMENT.
3. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN
RAMPS ARE REQUIRED AT LOADING ZONE AREA.
PAINTED HANDICAP ACCESS SYMBOLS NOTE: ALL STRIPES TO BE 4" PAINTED WHITE
ACCESSIBLE PARKING AND SIGNAGE STANDARDS _ _
NOT TO SCALE
_ P P It I a T ":
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"I �€t!A U
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IN) 0.0u t IFtl
z i
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•
:: FE IPET_'r z `,ITE .
URD SLOPE Ii! i LINE
FR11tIT ELEVIIATJQNF' EXP*II I©N
r. `;'FT sLO1E r` JOINT
.. r
n 4
n
=r
SE'TTIQN:s
t, ?Tm
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5 3 _
�.s:
rte: �s ;or [h .,a„�=2�2;r12d{•aped at all interseckTaraw.tert `aoth ctxU and guttotr and. sidewatk a;�e
t' r
,� 2
res.xt f xs. �t ❑tla.r .a rar e�uiars of �.c§_�._7aa arty. �s����r s.,., �: rs r
fl o tr.. Ta.F .,ball be rrTaTie in a., t:2ssb
F 1 r I t
4
l r -F s. �t�s., at'tTuhail- iar.n_d or IYsat+be ;:t#uxtxs: ;�:e it
1 a the Fir..,a@.
1. No sla- e shall txceed I" 1'(1, ' 1 s or the ramps or md• t .., k
hal .s.
2. In Bo are SIIat z. ,rT
Qh rci ..._.
..sar rampsp, b.lFan 4I" victh vnwy t_x �. _t4J" if nectssxv
.x s"
hall Can>aF Yt.,t „ar.a,.. saatT 111w¢ c1 YOIigi'3, 116'T si d Pini zti
4; 1%" {uciS4iiiaaLeihbtretyF2e�urax:l7:waa.r ei
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012587004
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3" S 9,5B ASPHALT SURFACE COURSE
(COMPACTED TO 92% DENSITIY PER SPECS.)
6" ABC
(COMPACTED TO 98% MODIFIED PROCTOR)
COMPACTED SUBGRADE*
LIQUI DUTY 65EHALT PAVEMENT SECTION
ASPHALT PAVEMENT SECTIONS
NOT TO SCALE
2" S 9,5B ASPHALT SURFACE COURSE
(COMPACTED TO 92% DENSITIY PER SPECS.)
10" ABC
(COMPACTED TO 98% MODIFIED PROCTOR)
-3" 119.00 INTERMEDIATE COURSE
COMPACTED SUBGRADE*
HEA•YY QUTY ASPHALT PAVEMENT SECTION
* SCARIFY AND RECOMPACT TOP 12 INCHES OF SUBGRADE TO 98% STANDARD PROCTOR.
0 A CESSIBLE R TEQ TRUNCATED DOMES NOTE: Point sign bases with yellow traffic point,
SIGNAGE-- _� C{SEE NOTE 3� (SEE NOTE BELOW) HANDICAP ACCESSIBLE,
w v
OpOflO�0 0 000o0Q0Q00O00 0Q0oo¢0 w v 0 0 0vow 40QOQ0 000Q0 cV l 1 G NO PARKING SIGN
INSTALLED IN PARKING
' y � MUTCa RESER, LOT, HANDICAP
ED
ACCVESSie� 12, PARKING LOCATIONS 2 -SIDED
- MU�Tca _ _ WHERE STALLS FACING.
4" WIDE
RESERVED R2"x�s" -2"x 2"x 0.188" SQUARE STEEL
WHITE STRIPE
TUBE. EXTEND INTO CONCRETE
/,/., R7 -s°• FILLED PIPE 2'-0". INSTALL
12"xtS R7 -s o WELDED WATER TIGHT CAP ON
"� PIA�iUr�°r tz'Xs ;. TOP. PAINT HUNTER GREEN.
Ll.".j
a ALTERNATE: STANDARD 3
PAxALu�r� R7-8, cF ii5 POUND/FOOT U -CHANNEL SIGN
4 2so 1z'Fre u; POST PAINTED GREEN.
WiITISTIFE
HANDICAPACCESSIBLE SIGN
-- PAVING BASE
g II T=III,,,lil ll , 'i
HANDICIT Tf-_
APPED 8' HANDICAPPED
• ( _
12 I
8" DIA. STEEL PIPE FILLED W/ CONCRETE
8' FOR VAN ACCESSIBLE
ONE OUT OF EVERY EIGHT (8)ACCESSIBLE SPACES, BUT
NOT LESS THAN ONE, IS REQUIRED TO BE VAN ACCESSIBLE, ISO DIA. l
HANDICAP ACCESSIBLE PASK,INQ SSTALLS
NOTES 10" DIA.
PROVIDE DETECTABLE WARNING FOR CURB RAMPS. DETECTABLE WARNING KIM
TEXTURES ON WALKING SURFACES SHALL CONSIST OF EXPOSED AGGREGATE co 1. ALL 12"x18" ACCESSIBLE SIGNS (R7-8 & R7-1)
CONCRETE, CUSHIONED SURFACES MADE OF RUBBER OR PLASTIC, RAISED STRIPES, 1" .0 SHALL BE MOUNTED AT 7 FEET FROM GRADE
OR GROOVES. TEXTURE SHALL CONTRAST WITH THAT OF SURROUNDING SURFACE, TO BOTTOM EDGE OF SIGN FACE (MUTCD).
INSTALL HANDICAP ACCESSIBLE SIGN FOR LEFT PARKING SPACE AS SHOWN. MOUNTING HEIGHT CAN BE REDUCEED TO
5 FEET IF PLACED IN AN AREA BETWEEN
SPACE TO BE DESIGNATED AS "VAN ACCESSIBLE" (SEE HANDICAP ACCESSIBLE SIGN 1 R, SIDEWALK AND BUILDING FACE IN WHICH
DETAIL), 20' PEDESTRIANS ARE NOT EXPECTED TO USE.
" 2. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD)
U.S. DEPARTMENT OF TRANSPORTATION AND NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION SUPPLEMENT.
3. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN
RAMPS ARE REQUIRED AT LOADING ZONE AREA.
PAINTED HANDICAP ACCESS SYMBOLS NOTE: ALL STRIPES TO BE 4" PAINTED WHITE
ACCESSIBLE PARKING AND SIGNAGE STANDARDS _ _
NOT TO SCALE
_ P P It I a T ":
-�. NI) � Ti, [. hIB"C3RIt•S i.`Li'}i5TI2[,t: I'1C}IV S .A: I2 '
"I �€t!A U
1 7'- 4 ,.
IN) 0.0u t IFtl
z i
I �� OF �f�LK �. T� of
•
:: FE IPET_'r z `,ITE .
URD SLOPE Ii! i LINE
FR11tIT ELEVIIATJQNF' EXP*II I©N
r. `;'FT sLO1E r` JOINT
.. r
n 4
n
=r
SE'TTIQN:s
t, ?Tm
Alt stlezt. ;:u.L b In :0n�t,til::ttd crrr_urrsxv -Ied o: m, u=sed foo wy r:rsona sha'I pr0vi e %vhed;.1mr
5 3 _
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rte: �s ;or [h .,a„�=2�2;r12d{•aped at all interseckTaraw.tert `aoth ctxU and guttotr and. sidewatk a;�e
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4
l r -F s. �t�s., at'tTuhail- iar.n_d or IYsat+be ;:t#uxtxs: ;�:e it
1 a the Fir..,a@.
1. No sla- e shall txceed I" 1'(1, ' 1 s or the ramps or md• t .., k
hal .s.
2. In Bo are SIIat z. ,rT
Qh rci ..._.
..sar rampsp, b.lFan 4I" victh vnwy t_x �. _t4J" if nectssxv
.x s"
hall Can>aF Yt.,t „ar.a,.. saatT 111w¢ c1 YOIigi'3, 116'T si d Pini zti
4; 1%" {uciS4iiiaaLeihbtretyF2e�urax:l7:waa.r ei
evraup joinsatua;•d c1FiYiitat
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B 9
KHA PROJECT
012587004
DATE
IREDELL
CHARTER
ACADEMY
11/02/2015
SCALE as SHOWN
PREPARED FOR
DESIGNED BY JCB
RYAN
COMPANIES
US, INC.
DRAWN BY JCB
CHECKED BY COB
TOWN OF TROUTMAN
NORTH CAROLINA
LICENSED PROFESSIONAL
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TRACER WIRE BOX PLACE EMPTY VALVE BOX AT INTERVALS WHERE
VALVES DO NOT OCCUR PLACE TRACER WIRE
IN BOX.
NOTE. NO. I
IN HOLE Box PRECAST CONCRETE PROTECTION:RI�NG
BACKFILL TO EDGE NOTES: �, 12' 1e
-:. FINISHED GRADE ... 1. CONCRETE SHALL BE 3,000 PSI MIN. /,SAW CUT DUST. PAVEMENT
2. CONCRETE FOR THRUST BLOCKING SHALL BE KEPT
���
- ; _ _ FAIRLY DRY, THUS MAKING THE CONCRETE WEDGE a EXIT:" =1 (=1 11'I i I—I _,.a—e1 II -1 I i I— I 1.__ Av'r.
{ � Ex�T P _ I _ _._ �-- _iTl= =III_
PAV'T.
M=111 —1 11= 111 �I I 1=1 I 1-11'—" l ­
PART
MORE EASILY FORMED WITH THE WIDEST
11PART (BLOCKING AREA AGAINST UNDISTURBED SOIL.
p4 ,�: v� 10" STONE MEETING N.C.D.O.T. SPECIFICATIONS
NOTE: 3. NO CONCRETE SHALL OVER ANY BOLTS OR GLANDS. ��xcfopo #po'a'Aprrtopv Qo
• Q d � � a 4 �? d:� • ' • ' • � • • FOR A.B.C.STON TYPE B OR C TO t�
a a. o :4 ¢ da4 p•o . pa ::: E.
AT PIPE INTERSECTIONS MULTIPLE 4. ALL PIPING AND ACCESSORIES TO BE WRAPPED ..;:. oo . •rep .a� .o . a a .�, ... ,. ,:•,:•,:•.:.•.
*BOX,,,,� p . >�� p•. p . •o Yid 0 . COMPACTED TO 100 X MAXIMUM DRY` DENSITY
VALVE BOX VALVE WITH 10 MIL. POLYETHYLENE PRIOR TO POURING
VALVES* RUN WIRE UP AT ONLY°' �4:§''�4p•o�Rryp.ob.�•4°,Qd syp . _
ONE VALVE.BLOCKING.
5. VOLUME OF THRUST BLOCKING SHALL BE AS SHOWN x
SINGLE 12 AWG SOLID CORE WIRE 4AON THE THRUST BLOCKING SCHEDULE. _ .� •
4 NOTMI
X "� 1. PAVEMENT SHALL 13E CUT TO TRUE UNE AND
REMOVED BEFORE TRENCH IS CUT.
2. STONE AND PAVEMENT TO BE PLACED WITH LEAST
INTERFERENCE TO TRAFFIC.
P.Y.C. PIPEUNE COMPACTED BACKFILL 3, SpTABILLIX�E�D QUARRY. TO BE SECURED FROM AN
Ad APPROVED QLNlRR .
A4. 4. ALL PAVEMENT REPAIRS TO BE IN ACCORDANCE
4 A fi MIN. WITH N.C.D.O.T. SPECIFICATIONS.
T_
TRACER WIRE TO BE LAID
GATE VALVE
A
UNDERNEATH WATER LINE'
' P� U.D. PLUS 24' FOR PIPES PLUS le FOR PIPES DOVER 3NDER 33 O.D.
O.D.
TYPICAL TRACER WIRE INSTALLATION DETAIL W
4
NO SCALE 4
• 4 •e
i. DRILL H..OLE IN VALVE BOX To INSERT TRACER WL BRING UP TO INSIDE AND UP AT LEASTt-8 EXCESS
2. PLACE TRACER WIRE IN VALVE BOX AT 1,000" INTERVALS OR AS NOTED ON THE PLANS, TYPICAL.
3. DO NOT SPLICE WIRE WHEN BEGINNING A NEW SPOOL. INSTEAD INSTALL A VALVE BOX AND ATTACH EACH WIRE WITH A HYDRANT TEE
BRASS SCREW TO THE VALVE IOx. I
MIN.1 /3 C.Y. AT 3000 P.S.I. PLAN TEES
PLAN BENDS 18» MIN. TYPICAL TRENCH IN BITUMINOUS SURFACE AREAS DETAIL W
SCALE
EXISTING WATER MAIN NO 9
Ac�
' EXISTING STORM SEWER
A
M
•
12" MIN.
18» MiN. -- 10» O OR LESS
24» MIN. — 12» 0 OR LESS ENCASEMENT AREA TO INCLUDE
DUCTILE IRON PIPE ONLY
TAPPING SLEEVE PIPE 90' BEND 45' BEND 221 2' BEND 11/4' BEND TEE PLUG
O SIZE A B A B A B A B A B_ C D
" " It It " » " "
[gi
TAPPING VALVE 0
WITH VALVE BOX
NEW WATER MAIN
WATER MAIN
LENGTH OF ENCASEMENT
TO BE STORM SEWER
PIPE PLUS Q.D. PLUS
2'-0" OR AS SHOWN
ON PLANS.
NOTE: TAPPING SLEEVE SHALL BE 315 STAINLESS STEEL ONLY
TYPICAL STORM SEWER CROSSING DETAIL W
NO SCALE
TYPICAL TAPPING SLEEVE AND VALVE ASSEMBLY DETAIL rw TYPICAL THRUST BLOCK DETAIL W
NO SCALE NO SCALE
NOTES:
1, TAPPING SLEEVE SHALL BE ROMAC BRAND
MODEL SST MANUFACTURED WITH 316
STAINLESS STEEL.
k P D1X B: UNIFtr i ONSTRUCT'ION ST NDA,RDS
. I' Etc R. .�
%.._ ,, MMST-BEL
ckt= alf
rel>�L t
/L fi1i £ h 4TI+E w* z1
S
WNCRETE r tfE L L EN� L L
� -,FJ a�. ,s d` '
I MR DELI tt>'t � M1SII t`T' L"' E L,. � Er, "" AN.. s{'"?.
TYPICAL SEC -TION PL, WA FOR AUUr L TWVST FUR
TEE OR BEND ppf:5�,QRE - %, r'sT
SIZE '-kCHE UL.E
L.="� L tri i. £L. EI sFe F
- PSI ;�? r
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ti
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t
PLAN - TEE PLAN END
r`
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Water Sjsteznx ?done �mw.,...w.,.,-...w..._,�,x.w.,...w~...,w.n...Mr
THRUST ILLOCTCI. C, ,s aridcl r
Fs -fat
?'uta°ar of Dvadt-rf.F>,•rzzfaed Deiopxw.t tclinarce
[.�i:PF?EI+ti3lv.'i B. �TNIFC7RlkIC�ON
STRi*CT'ICFN
if ';. -k O% ETE TH S`,'T_.
COLLAR, tom, OF 11?* F=Til
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tier tr 2 RWL> M PUI -, i
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t
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' n.
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t
} THRUSTCOLLAR2arldw't gd
_ ...................._,_a..,,.n, n-_..,,,,.....,_..... _,..,n, ......... .-........,......,...,... , _,,..,..._...,._.,.._...,n..,__....,
M
Town of"i"uu€rum �.yx�f.f:�tvitt;�°a�rrt �r�dr#arta
:PENDi B: F N
P X UNIFORM STlirlCTIOiti STANDARDS
M., I)MU"TEf IRECTII). r vov
I L Eb T TO t" LVE .5TREET
r x -%T ETE
? r
"VALVE
I LLQ K t Lig, i iQ
MOTILE IPP 11�.w, GATE
t 1 '
b * t
cW 'WANT TEE,
1 v .rL PIPE " {
8
12
8
8
6"
6"
6"
6"
8
9
10
16
`�
10
12
8
10
8
8
8
8n
ion
ion
12
18
"
"
15
"
13
n
10
"
10
"
8
"
8
"
8
"
8
n
10
"
12
"
1z
24"
1g
16
14"
10"
12"6'
10"
6"
10"
—110--14"
14"
25"
n
2Q
16
12
14
8
n
12
s "
12 "
14
1s "
16
30"
14"
22"
18"
14"
16"
10"
14"
ion
14"
16"
18"
18"
34"
16
26
20
16
18
12
16
12
16
18
20
20
36
WATER MAIN
LENGTH OF ENCASEMENT
TO BE STORM SEWER
PIPE PLUS Q.D. PLUS
2'-0" OR AS SHOWN
ON PLANS.
NOTE: TAPPING SLEEVE SHALL BE 315 STAINLESS STEEL ONLY
TYPICAL STORM SEWER CROSSING DETAIL W
NO SCALE
TYPICAL TAPPING SLEEVE AND VALVE ASSEMBLY DETAIL rw TYPICAL THRUST BLOCK DETAIL W
NO SCALE NO SCALE
NOTES:
1, TAPPING SLEEVE SHALL BE ROMAC BRAND
MODEL SST MANUFACTURED WITH 316
STAINLESS STEEL.
k P D1X B: UNIFtr i ONSTRUCT'ION ST NDA,RDS
. I' Etc R. .�
%.._ ,, MMST-BEL
ckt= alf
rel>�L t
/L fi1i £ h 4TI+E w* z1
S
WNCRETE r tfE L L EN� L L
� -,FJ a�. ,s d` '
I MR DELI tt>'t � M1SII t`T' L"' E L,. � Er, "" AN.. s{'"?.
TYPICAL SEC -TION PL, WA FOR AUUr L TWVST FUR
TEE OR BEND ppf:5�,QRE - %, r'sT
SIZE '-kCHE UL.E
L.="� L tri i. £L. EI sFe F
- PSI ;�? r
xr m_;.RETE CE LtETc
,Lv`T.1ST.�.FEL1I,T,�IT
{
ti
�a
t
PLAN - TEE PLAN END
r`
:roaitanaai, ?d Stacidarci Eaetl Drtte
Water Sjsteznx ?done �mw.,...w.,.,-...w..._,�,x.w.,...w~...,w.n...Mr
THRUST ILLOCTCI. C, ,s aridcl r
Fs -fat
?'uta°ar of Dvadt-rf.F>,•rzzfaed Deiopxw.t tclinarce
[.�i:PF?EI+ti3lv.'i B. �TNIFC7RlkIC�ON
STRi*CT'ICFN
if ';. -k O% ETE TH S`,'T_.
COLLAR, tom, OF 11?* F=Til
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r t zI ?k l zfi tti n r 151 AT T O
tier tr 2 RWL> M PUI -, i
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�ZEV IN
AU
j
ti
E i li
SUE % ,,T.N£-
�k TO IE LEJ2NED, FOR �< 1
"T. L i NKT)IINS AT t0
r5W S M P
ENU ELEVATION,
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t
'l'ra#zrtri.aii, L E.. Standard a L� carr , LJa,., xoi. ?uLtl
' n.
'Lltat Systems Y
t
} THRUSTCOLLAR2arldw't gd
_ ...................._,_a..,,.n, n-_..,,,,.....,_..... _,..,n, ......... .-........,......,...,... , _,,..,..._...,._.,.._...,n..,__....,
M
Town of"i"uu€rum �.yx�f.f:�tvitt;�°a�rrt �r�dr#arta
:PENDi B: F N
P X UNIFORM STlirlCTIOiti STANDARDS
M., I)MU"TEf IRECTII). r vov
I L Eb T TO t" LVE .5TREET
r x -%T ETE
? r
"VALVE
I LLQ K t Lig, i iQ
MOTILE IPP 11�.w, GATE
t 1 '
b * t
cW 'WANT TEE,
1 v .rL PIPE " {
rn
im e o
O 2015 KIMLEY—HORN AND ASSOCIATES, INC.
333 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601
REVISED PER TOWN COMMENTS 12/03/15 JCB PHONE: [phone] FAX: [phone]
WWW.KIMLEY—HORN.COM
REVISIONS DATE BY
B-6
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■
>>> H
KHA PROJECT
012587004
DATE IREDELL
11/02/2015
SCALE AS SHOWN
DESIGNED BY JCB RYAN
DRAWN BY JCB
CHECKED BY COB TOWN OF TROUTAN
SPI#EI IIIX BUNIFORM CONSTRUCTION STANDARDS
ALAE i0K
A'MIX Y '�x s. 1
2*'i2� F,.
r4avzL£ Tail is L%
-Itf>tc
,
4' K
At anix ( �r'ITH �t.rr�1.6
VALVE , t. x
a
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}i.i1
A
EE r EE 4 ALL W_CH }LUL
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Jat(r nTrmi mr, viuv _ n >
X
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`Mater System
ata? si€1nr
FIRE HYDRANT ASSEMBLY
1 Standard W-3
rn
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O 2015 KIMLEY—HORN AND ASSOCIATES, INC.
333 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601
REVISED PER TOWN COMMENTS 12/03/15 JCB PHONE: [phone] FAX: [phone]
WWW.KIMLEY—HORN.COM
REVISIONS DATE BY
B-6
s "'v
■
>>> H
KHA PROJECT
012587004
DATE IREDELL
11/02/2015
SCALE AS SHOWN
DESIGNED BY JCB RYAN
DRAWN BY JCB
CHECKED BY COB TOWN OF TROUTAN
SPI#EI IIIX BUNIFORM CONSTRUCTION STANDARDS
ALAE i0K
I TA,L,L�T10N
1__t;T4ND4Rt1 VALIV
I{ X POTT04
SECIM11
NMI
STALLATL133 Vx �414V L 004 .I-[Ivrt
L4 �r `2� w>�Erf
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PREPARED FOR
COMPANIES US, INC.
NORTH CAROLINA
APPENDIX a3« UNIFORM CONSTRUCTION STANDARDS
i
LO
0', SHIRIW'5 PER
' � 3 CLEAN 1��-r ILL
l* 14 � #;fay tT Qt OF
....... fl* t, BACKFILL VJ i[INFA TED
MUItidl. M II
itzs of at x I
sarin rted soil or rc=;k present.
aataBi}s ,1:; sal xtoes zt< sifTr T zu.
3 Tri,,h arae slopcs sl ail lac i a or faaa. with OSHA ieclrartments- Supp rarf or sll:xre as rec vied.
laea, ..,de saopt, I tfsti, appromn,,xe :S" :bone top of pipe.
I
I
'`<. �a kxl. Ci .if�1 rx`3 �istli lig° di L:a£a�,l <ndeCr. r%'s i3 �a�tely aft? tlir ## pe <s lid E€3isipa tlYSEI
earl lire a,..,.s I az: oe at ilw i Isy r l¢ r o f rn ..zraaiilxal tamps o xly. Each xid ever layer of backF11
.,«<rx. or �.�,,: `s`�csr .n � = layers tar.d'zoioliLy �oaaaaa�trt�i into s�la•v
Uadti, no, lrcurast :i v; Miall water be wiXY?ii ttzi to rise in backfilltd tI"�r.Eichc;i aft ' e
�? .lae pep„ has
1,e:.alra,, d
'. r a <latvr>al herder pavewent shall liavc aw In plat dmsay of IOVz'* to a deptli G l3e`iow sat ,ade,
WA 95% al deptjlr grater then 6,.
-.,ai.MA�tI '.Qd.. „-....... , a t None w M
TYPE I BEDD14 G ,.__... _ S,=d4l.,_ .,_ � �..; _. 7
t _............... .
B SQ
Tol€`P?�,� d-2'4<<d,'1#a�#2 u�#i$�£=`L1�X{'Yd��r'�i�21?;Fs2iti'htbF{fiii
APPENDIX D: UNIFORM CONSTRUCTION STANDARDS
x £'OW4:TEL IA�FILL - IN EV
TI ELT r
M till. €1 �Tlri, PLOW
V4 PIPE 111111 WL0v PIPE
TOP Or trair,
I 3
-`TYPE
' f Y E 111
�Iotea
L F"4.nrtl LLttl a!; gra ,tystwdr pipt wlwa "nnditiom ofpciortarsatttxatrisoil C''Io4'Kiv! _t -.tit
Tn� actl side slopes -hall be _.x a > art a 2 0 vvitl: OSHA rccpnirrszwU �� pprrt r s,zor4 a re ;n s cl.
Ets,ta side azlupc, i. tr-mel, apprcrrlaa,..ly IE" above top crfpipt,
1 Ba,,A fillwS of ;r trc� rs shax. be ;:col plc acd in-arzediatrly after the pipe is laid. Comp« rt on
1 x' I T°`=`:S2i� � ,xllali �u aitair' d ls�i ail'" 1r 3.. cis Til t,.n�ir�al taa:1�S tiSalYr' �a1 �'Y cfa:'€x`" �'. �`' lci'�-a.- L'I Ia�Ck.s
shallhoose :n erg and aarestx£iy =aoa-ted Ito ala e,
4 t t it ro :u nijustasices shall water Le ptrinaaed to ri3e in unbaakfrlltd trtaell.es after Uit papa has
b e i pl'arred
�. � r�tar:;l �l ifra� r �1as�eitlerit slaail hal=e eta in pla=oc 3czt,r �f 1£lr� in a d�°ptia L" o#�;� �lt�<aciw„
.d 95% at der'llm greater thfti d'°
1 at ................_ rrcataPaa 14C,
4Itx:?la lrClnc�nrrt u
Ra:_.._..._M..
tp
t ASI pfl [
S aI �Iarri� i
i TYPE Irl BEDDING Standard wa P-3 _ - , _. ---- �
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A.PPEa` Dix ID: UNIFORM CONSTRUCT ION STANDARDS
SATE ` i�,U E ""'" . f
o r H�Lpa
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TCS: [I.L13VOIFE ISTD, ,.z FIS
ELEVATION
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h"at
rctf€:; aA NC .`tuidard Deta.,il Date, April
i tV<#tri
Systems
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APPENDIX H' UNIFORM CONSTRUCTION STANDARDS
' aaa iDER PAVE##C-�T
GPER 0211
fi dxF� �
X TTx Y' -Lu
x
aL EAN PAl UTILL
o`40 M
t mss”
r F`
V��
AL4'"EC .oE N.
t x VIE mil
LIP ITI PIPE wnpaffil
�3ct�s„
I. For use:ivith all sevv1�1 viiic. trtalc s coedit€ sn: of poor of sats>:atedoil ter ao Kk w resect
< „
`Tlencli side slopes 5h, l r it"x a<^:erci cr ant r alTs1 c c e= erts, °u rt or sho.c rs resl�a{eta
Begin side slopt, of usedappzo;sr,rrat6y 13" a; ov, top of IZ pe
3, Lia frllzra ottr fa Jlrs -> la l Lr a ' oax>.pi shed z aar awdiatriY <rt rr t r a p w i v Compadion
sk L z taa al taxa <,,; Dell° a a alxz u=: .. L el of Ilan,. €:
shall` e plrs-ed loo4t is 3" layers aiii Cho: of IAIy into
4. Vader no l:. -n, nstan::es shall water to prr.nitted to rise in Our ua€ kfill d trwiahts aft the pip; l.a-
r1ec plaKed
fi
All rnav_rlal €radar aav errant shall lie al in place rr l >ty of €T€l/ to a uw lz 6 - below eiovr > tagraci#,
and 95% at kptLs grtatrr then :'i
Trollu,.oaz n , NC Stwadard l� t . t a, ��t C
��wrw � i
Pipe Installation "<rale Nor e
TYPE II BEDDING
orier, *fPtwn3,an €,IivfiedD-,we`*ivl%ment arf{Ili!SYtce
WATER DETAILS
# belo
Call before you dig.
SHEET NUMBER
A'MIX Y '�x s. 1
2*'i2� F,.
EF T%Tit
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L4 �r `2� w>�Erf
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B-64
PREPARED FOR
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NORTH CAROLINA
APPENDIX a3« UNIFORM CONSTRUCTION STANDARDS
i
LO
0', SHIRIW'5 PER
' � 3 CLEAN 1��-r ILL
l* 14 � #;fay tT Qt OF
....... fl* t, BACKFILL VJ i[INFA TED
MUItidl. M II
itzs of at x I
sarin rted soil or rc=;k present.
aataBi}s ,1:; sal xtoes zt< sifTr T zu.
3 Tri,,h arae slopcs sl ail lac i a or faaa. with OSHA ieclrartments- Supp rarf or sll:xre as rec vied.
laea, ..,de saopt, I tfsti, appromn,,xe :S" :bone top of pipe.
I
I
'`<. �a kxl. Ci .if�1 rx`3 �istli lig° di L:a£a�,l <ndeCr. r%'s i3 �a�tely aft? tlir ## pe <s lid E€3isipa tlYSEI
earl lire a,..,.s I az: oe at ilw i Isy r l¢ r o f rn ..zraaiilxal tamps o xly. Each xid ever layer of backF11
.,«<rx. or �.�,,: `s`�csr .n � = layers tar.d'zoioliLy �oaaaaa�trt�i into s�la•v
Uadti, no, lrcurast :i v; Miall water be wiXY?ii ttzi to rise in backfilltd tI"�r.Eichc;i aft ' e
�? .lae pep„ has
1,e:.alra,, d
'. r a <latvr>al herder pavewent shall liavc aw In plat dmsay of IOVz'* to a deptli G l3e`iow sat ,ade,
WA 95% al deptjlr grater then 6,.
-.,ai.MA�tI '.Qd.. „-....... , a t None w M
TYPE I BEDD14 G ,.__... _ S,=d4l.,_ .,_ � �..; _. 7
t _............... .
B SQ
Tol€`P?�,� d-2'4<<d,'1#a�#2 u�#i$�£=`L1�X{'Yd��r'�i�21?;Fs2iti'htbF{fiii
APPENDIX D: UNIFORM CONSTRUCTION STANDARDS
x £'OW4:TEL IA�FILL - IN EV
TI ELT r
M till. €1 �Tlri, PLOW
V4 PIPE 111111 WL0v PIPE
TOP Or trair,
I 3
-`TYPE
' f Y E 111
�Iotea
L F"4.nrtl LLttl a!; gra ,tystwdr pipt wlwa "nnditiom ofpciortarsatttxatrisoil C''Io4'Kiv! _t -.tit
Tn� actl side slopes -hall be _.x a > art a 2 0 vvitl: OSHA rccpnirrszwU �� pprrt r s,zor4 a re ;n s cl.
Ets,ta side azlupc, i. tr-mel, apprcrrlaa,..ly IE" above top crfpipt,
1 Ba,,A fillwS of ;r trc� rs shax. be ;:col plc acd in-arzediatrly after the pipe is laid. Comp« rt on
1 x' I T°`=`:S2i� � ,xllali �u aitair' d ls�i ail'" 1r 3.. cis Til t,.n�ir�al taa:1�S tiSalYr' �a1 �'Y cfa:'€x`" �'. �`' lci'�-a.- L'I Ia�Ck.s
shallhoose :n erg and aarestx£iy =aoa-ted Ito ala e,
4 t t it ro :u nijustasices shall water Le ptrinaaed to ri3e in unbaakfrlltd trtaell.es after Uit papa has
b e i pl'arred
�. � r�tar:;l �l ifra� r �1as�eitlerit slaail hal=e eta in pla=oc 3czt,r �f 1£lr� in a d�°ptia L" o#�;� �lt�<aciw„
.d 95% at der'llm greater thfti d'°
1 at ................_ rrcataPaa 14C,
4Itx:?la lrClnc�nrrt u
Ra:_.._..._M..
tp
t ASI pfl [
S aI �Iarri� i
i TYPE Irl BEDDING Standard wa P-3 _ - , _. ---- �
B_,S2
t
A.PPEa` Dix ID: UNIFORM CONSTRUCT ION STANDARDS
SATE ` i�,U E ""'" . f
o r H�Lpa
� K< IfTP LI„; TSF'-
MIi i„iI+IGI`r Ix;
If HT Ii -&IT (4,
V,4Is CF LUZ �-- -� ___WK�rTII�J�y7T CULL,!*
E V
L tom;
1
i �_vw_jl
MAIN
1
I
f
1
i J
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Y
p 7
f
EE +RNESs rTT»Il_ I
V-3
i IL t Ls: x T.4r k
i
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TCS: [I.L13VOIFE ISTD, ,.z FIS
ELEVATION
i
E
..............r.,-
h"at
rctf€:; aA NC .`tuidard Deta.,il Date, April
i tV<#tri
Systems
stems yta r aerie
_
P
h
Lalt. Ia END LINES = star.
t .-
rdai d xrs
i
& r_
,.
tF~
va�n
i
I
LICENSED PROFESSIONAL
u< v
Q�. Y.
APPENDIX H' UNIFORM CONSTRUCTION STANDARDS
' aaa iDER PAVE##C-�T
GPER 0211
fi dxF� �
X TTx Y' -Lu
x
aL EAN PAl UTILL
o`40 M
t mss”
r F`
V��
AL4'"EC .oE N.
t x VIE mil
LIP ITI PIPE wnpaffil
�3ct�s„
I. For use:ivith all sevv1�1 viiic. trtalc s coedit€ sn: of poor of sats>:atedoil ter ao Kk w resect
< „
`Tlencli side slopes 5h, l r it"x a<^:erci cr ant r alTs1 c c e= erts, °u rt or sho.c rs resl�a{eta
Begin side slopt, of usedappzo;sr,rrat6y 13" a; ov, top of IZ pe
3, Lia frllzra ottr fa Jlrs -> la l Lr a ' oax>.pi shed z aar awdiatriY <rt rr t r a p w i v Compadion
sk L z taa al taxa <,,; Dell° a a alxz u=: .. L el of Ilan,. €:
shall` e plrs-ed loo4t is 3" layers aiii Cho: of IAIy into
4. Vader no l:. -n, nstan::es shall water to prr.nitted to rise in Our ua€ kfill d trwiahts aft the pip; l.a-
r1ec plaKed
fi
All rnav_rlal €radar aav errant shall lie al in place rr l >ty of €T€l/ to a uw lz 6 - below eiovr > tagraci#,
and 95% at kptLs grtatrr then :'i
Trollu,.oaz n , NC Stwadard l� t . t a, ��t C
��wrw � i
Pipe Installation "<rale Nor e
TYPE II BEDDING
orier, *fPtwn3,an €,IivfiedD-,we`*ivl%ment arf{Ili!SYtce
WATER DETAILS
# belo
Call before you dig.
SHEET NUMBER

0
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0
0
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0 NO.
D
v
H.i Z 4311 NOTE: USE TYPE "Err 'IF" AND "G11 CRATE
C!? 0 UNLESS OTHERWISE NOTED.
rmz-p{=> In
=a nm
m Z
z N v -n
C-) z
'-� A`��
r
� rwo
z
-_ --- _1
A ALIGN FRAME WITH INSIDE:::? =
EDGE OF WALL TO ALLOW
FOR VERTICAL ADJUSTMENT ° v.
WALL SECTION-
SECTION
ECTION SECTION - BB
Z
C/)
p�
rr < F4-- < t -i " Z
a P "e-%0 f-o==CD
OQG-=Z "Z =>
U.1 w o0mc7--r
rn
21/13"( 1 4 2y rr F--UO��z
w Z" -Gr- -(I
SECTION _ LL SECTION - MM ©� J P= = z
" Z �#'
CL
1 ©� z G
;-
SECTION - PP SECTION - NN
4'_' i , i _
R
- 4% -`
` 11f rr
2'-11 " '16
R
HOOD ELEVATION
<-i DETAIL SHOWING TYPES OF GRATES
H USE ACCORDING TO WATER FLOW.
r�-n�cn
z 0 > m TYPE "G" TYPE "E" TYPE "F"
:c
zv
> --- WATER FLOW SAG - WATER FLOW ---
<
Zr26 -----------------------------------
------------------------
m-----------------------------.------
0
z
_ -- WATER FLOW - SAG --- WATER FLOW --
C>-
M M'-
c)
0 v _ TYPE 'IF►t TYPE "E" TYPE "G"
z co
m �
?> z
p RAISED FLOW ARROW 244 it
t/� p 3116 H I GH`�
0 > A �rr
DZ� 11/2 �.
C7 z /8rr
> 01/2
0 = /8►ti f1 rr
z 21-1 111
11,2►, � 1���-"I ����8rr
13/4 ►, SECTION A -A
SHEET 2 OF 2 TYPE - F
840.03
0 m
~�
� Cli
m Z = --�
>
v T CD0 0
� k-4
VVt-i
. >
CD
z
"" WEEP HOLES
I
Y -• 1
PLAN
WITH GRATE & FRAME REMOVED
1. 21-11%1r i
c�
r
r
�I rr
WT 1 rr
N
SECTION - JJ
5-5/all
rt
3" R
rr •�,y� .�
T
4�6rr
SECTION - RR
2 »
1 rr
918"
(19T18n
.� •� � rr
Z
m
-t1
Z
PLAN
FRAME,GRATE, & HOOD ASSY
C
r
m m
W2 (FT.cc }
0 v
z G) m
CO) CD
0
4Z
A Q
INLET PIPE
E7
SECTION - AA
Z
CC Q W Q
--z
C'3 z
<
ca
G
"n
1n- 1rir►� I
C✓0
Z¢
c
M D
rr $"
31 �" 3r -Orr
O
V=? �
Z
-o ©z
Z
C/)
p�
rr < F4-- < t -i " Z
a P "e-%0 f-o==CD
OQG-=Z "Z =>
U.1 w o0mc7--r
rn
21/13"( 1 4 2y rr F--UO��z
w Z" -Gr- -(I
SECTION _ LL SECTION - MM ©� J P= = z
" Z �#'
CL
1 ©� z G
;-
SECTION - PP SECTION - NN
4'_' i , i _
R
- 4% -`
` 11f rr
2'-11 " '16
R
HOOD ELEVATION
<-i DETAIL SHOWING TYPES OF GRATES
H USE ACCORDING TO WATER FLOW.
r�-n�cn
z 0 > m TYPE "G" TYPE "E" TYPE "F"
:c
zv
> --- WATER FLOW SAG - WATER FLOW ---
<
Zr26 -----------------------------------
------------------------
m-----------------------------.------
0
z
_ -- WATER FLOW - SAG --- WATER FLOW --
C>-
M M'-
c)
0 v _ TYPE 'IF►t TYPE "E" TYPE "G"
z co
m �
?> z
p RAISED FLOW ARROW 244 it
t/� p 3116 H I GH`�
0 > A �rr
DZ� 11/2 �.
C7 z /8rr
> 01/2
0 = /8►ti f1 rr
z 21-1 111
11,2►, � 1���-"I ����8rr
13/4 ►, SECTION A -A
SHEET 2 OF 2 TYPE - F
840.03
0 m
~�
� Cli
m Z = --�
>
v T CD0 0
� k-4
VVt-i
. >
CD
z
"" WEEP HOLES
I
Y -• 1
PLAN
WITH GRATE & FRAME REMOVED
1. 21-11%1r i
c�
r
r
�I rr
WT 1 rr
N
SECTION - JJ
5-5/all
rt
3" R
rr •�,y� .�
T
4�6rr
SECTION - RR
2 »
1 rr
918"
(19T18n
.� •� � rr
Z
©0
O 0LL
LL
DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES
W2 (FT.cc }
Z =
CO) CD
n
U~�
4Z
N 1'T1�
0m
INLET PIPE
LL Q _j
©0=='C3
-I
C., 0
Z
>
CC Q W Q
--z
C z
<
ca
G
rat
0)>z
NO.
c
M D
-
O
V=? �
Z
-o ©z
WALL/
FT. OF HT.
LBS.
REINF
0 -n
C. S.
Z =
UJ
.-.
21-0"
0
2'-3/1
12
LL
31-0"
31-0"
MEET 1 OF 2
840.03
SHEET 1 OF 1
840.31
O 0LL
m
C �
DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES
W2 (FT.cc }
oocn=Z
tm- Z• --1=D
n
U~�
rn
nHZZ
=-n=Cl3G?0t-=Z=`�L�CO
Q0Z.
TOP SLAB
DIMENSIONS
LL Q _j
©0=='C3
Q=
Z
>
AV>
-�
ao
<
ca
G
1 0
Z
LL MANHOLE
E
GENERAL NOTES:
CHAMFER ALL EXPOSED CORNERS 1".
LUSE CLASS "B" CONCRETE THROUGHOUT.
- -- -- OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR
'#4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER.
D �� ( D
t° /� USE FORMS TO CONSTRUCT THE BOTTOM SLAB.
i u. IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX,
m Q ADD TO BASE AS SHOWN ON STANDARD NO. 840.00.
PROVIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH WITH STEPS
12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66.
317.1 3,r ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES
co TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS
_.3.54ri SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
FOR MANHOLE COVER & FRAME #4 BARS "A" HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.)
PLAN! OPTIONAL SPACED 6'
C. TO C. MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP
BRICK MAY BE USED ELEVATION IS 12 FEET,
TO ADJUST FRAME &
6!1 COVER TO SURFACE
ELEVATION MAX. 1'
r p #4 BAR
cm
Y4 t r qi
- OUTLET PIPE
o TM
EORF"
A ( n 6r,
r- -
SECTION
C' C OR D' D DOWEL
SECTION Y -Y
ANCHOR
CONCRETE
WALL
GRATE AND FRAME
BRICK
MASONRY
WALL
CONCRETE BRICK MASONRY
11/211 �8rr CONSTRUCTION CONSTRUCTION
--�-� �
SECTION B -B DETAIL SHOWING ANCHORAGE OF
1 4 " 2� " z FRAME FOR GRATED DROP INLET
0 m
Z
G)
SECTION A -A LL s m Z N NOTE:
zF-ig v _ C/) CONSTRUCT GRATED DROP INLET TO COINCIDE WITH NORMAL
TYPE - E Q z QOR SUPERELEVATED SHOULDER OR PAVEMENT SLOPE.
P CD
RAISED FLOW ARROW rr p 2 D
%6" HIGH -..� o 0
Q
9,2 Q
,\ ¢ -- z =-a
co
11/2" cn w 'ei y S/g» DIA.
z
T
fi 1/ rr ce H W w rn 5/$'� DIA. D/$» DIA, co
8
rr
cv 1 " / ~ _ �
11/2 "R w CC = x 1 - ,� 10x,
8►, M- 3 ' -'
�� 0
2'-11�"
11/2" MASONRY ANCHOR CONCRETE ANCHOR
11/21 �- 3/ " DIA. BOLT WITH PLATE 3/ " DIA. RENT BAR
�.1 � rr 8 8
- CONCRETE
CONSTRUCTION
OR
BRICK MASONRY
CONSTRUCTION -
FRAME AND GRATE INSTALLATION
FOR NORMAL CROWN AND
z o
GENERAL NOTES: z
v3 m OPENING SHALL BE 1'W' , " OU)
-°.� * THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING LOCATED AS REQUIRED L 0R+ i -O F-- Q
I.-� . � z STANDARDS: 840.01, 840.02, 840.04, 840.05, 840.11, � Q � 3c
tZi o 0 840.12 , 840.14 , 840.15 , 840.17 , 840.18 , 840.19 , _ - #4 REBARS
Q p 0- Z m _ 840.26, 840.27, 840.28, 840.31, 840.32 AND 840.41. 2v 6" CENTERS J d z
w Q zLL = 0 * INSTALL PRECAST DRAINAGE STRUCTURES AND PAY cc LL
HU`=O 'nZ�' t- #5 BARS_
v
CD � FOR IN ACCORDANCE WITH SPECIFICATION SECTION 840. cc CD
©ia Z ,_. '° 0 * DO NOT PLACE PRECAST DRAINAGE STRUCTURES STEPS # OPEN;NG lam- ~ Z w
SECTION C -C C0 0_j
cr-U-
�-+ , = z UNDER TRAFFIC OR WHERE TRAFFIC WILL BE DETOURED . ' _ _'- t�
t #5 BARS C% *W
z t--;'" * USE 400❑ PSI CONCRETE, t OPENING Z . t -a
CL HF * PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 FOR I 'q F--
• CL
o ® _ GRADE 60 AND WELDED WIRE FABRIC CONFORMING TO ASTM A185 , ':a• . �: o
* LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB FOR WAFFLE WALL -- -------- o oy,R�.:4.` Q1J MIN.:
STRUCTURE T010 LIMIT SOLID ALL STRUCTURETO 151-Orl.
Rv,,'. a=
P P ,
* PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH 611
OSHA STANDARD 1926.704.
* CUT OR FORM OPENINGS FOR PIPE TO PROVIDE PLAN TOP SLAB : P p
o Pcc
m m REQUIRED SIZE AND LOCATION. ORIENT WAFFLE WALL STRUCTURES °i o :A�°
:o'
= d .-, rn SO THAT PIPES ENTER THROUGH THE _"
w Z KNOCKOUT/WAFFLE PANELS ONLY, PIPES MAY ENTER THROUGH ''
m r1 CORNER CUT DETAIL
cn THE CORNERS OF SOLID WALL BOXES IF A MINIMUM OF fi OFCD
Z 0 Q ° :: (SOLID WALL BOX) z tJC
Z CL WALL IS PROVIDED ABOVE THE HOLE. N
M o.. C * ALL ELEMENTS PRECAST TO MEET ASTM C913. Brr 'L` OR 'W' Brrct
Q
21 F 0Z * FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE p
p Q c0 rn m 0 OR BRICK IN ACCORDANCE WITH STANDARD 840.25. #4 REBARS {,
°C = Z to D * PROVIDE PRECAST STRUCTURES OVER 4'-0" IN DEPTH 1" CLR 9' 6 CENTERS �co
© #4 REBARS" Q I w
Z WITH STEPS/LADDER INSTALLED IN ACCORDANCE WITH OSHA : , 1" .P'° 6r' CENTERS 4 cmc M �-
©o- F=-- 0 r STANDARD 1910.27 AND AS FIELD CONDITIONS DICTATE. `�'`"`" . CLR :�: :Q ¢
, .
0 y * WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR AS LONG
_ N m AS THE SAME AREA OF STEEL IS PROVIDED. PRECAST RISER PLAN PRECAST RISER DETAIL = J
� to D = z * SEAL JOINTS WITH A FLEXIBLE BUTYL RUBBER - U
Uj
_j �'"'„ BASE CONFORMING TO FEDERAL SPECIFICATION SS -S -21A, Z
z co ..# 0 AASHTO M-198, TYPE B - BUTYL RUBBER. z � c�
w LIMIT MAXIMUM STRUCTURE SIZE TO INSIDE CLEAR ° 'o` °o: ' °, :''' "Po ° LU jjj
_ DIMENSIONS OF 5'-0" X 5'-01'.
tL
* THE OUTSIDE PIPE DIAMETER PLUS 2" OR THE OPENING 6" 611
REQUIRED FOR FRAME AND GRATE IS THE MINIMUM STRUCTURE
SIZE WHICHEVER IS GREATER.
* USE MANHOLE FRAME AND COVER AS INDICATED ON THE PLANS. SECTION VIEW SECTION VIEW
SHEET # Of # SHEET 2 OF 2 REINFORCE OPENING AS SHOWN ON THIS SHEET.
OPTIONAL JOINTDETAILS SHEET zF 2
840.31 840.45 840.48
rn_
0} (�-� ©0
Q Q 1-4' i 2 NOTES; <
ZZcr >"O=V3 W# (FT.} D 6 H~0
,+ * THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING Z !
LL_ oU t: t -t Z rn _ STANDARDS: 838.21, 838.27, 838.33 AND 838.39. LL ..3 tOL as Z
0 0 Z = * INSTALL PRECAST ENDWALLS WITH WINGS AND PAY Q 0 C.0 =
w Q LU- _ = 0 D D m _-- FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838. w Q LU-
Q 0 " �' 0 = 0 1-Q71 it -off * USE 4000 PSI CONCRETE. Q t. © H
0 LL! z t=000
i -O a -TU * PROVIDE ALL REINFORCING STEEL WHICH LEETS ASTM A615 H = "' Z w
cc: tL --I 0 FOR GRADE 60 AND WELDED WIRE FABRIC CONFORMING c0 F-- LL 0 J
0 0 CO3 CC _ -_-I Z - TO ASTM A185 WITH 2" MIN. CLEARANCE. p "Z
©t
Z -" D > 0 ( * PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH Z , H _
U N '< "°) H2 H2 OSHA STANDARD 1526.704.
pCL 0 ® CS/RCP H1 * PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY U3 a
_ H# E CONTRACTOR v
_i * ALL ELEMENTS PRECAST TO MEET ASTM C913.
* WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR
v -off - - AS LONG AS THE SAME AREA OF STEEL IS PROVIDED.
* CHAMFER ALL CORNERS #" OR HAVE A RADIUS OF 1".
i° .TYP, }
(
8" O.C.(TYP.) Err REFER 81/ Q.0 10 CHART
TUU REFER TO CHART FOR BAR SIZE
mFOR BAR SIZE NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BARS ix J Y
Q Cs7 z ELEVATION AT 8" CTS.THE CONTRACTOR WILL HAVE THE OPTION 0 J M
U_ W z dig r SIDE TO INCREASE THIS BAR SIZE AS NEEDED. � � Q
zW r->� =gym
Qv-
rjv C
BRICK GOPING(INCIDENTAL)
p Z
DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES
W2 (FT.cc }
cooQ
MINIMUM
MIN./MAX.
DIMENSIONS OF BOX AND PIPE
PIPE SPAN WIDTH HEIGHT
REINFORCEMENT
BARS "A"
TOP SLAB
DIMENSIONS
MIN./MAX,
CUBIC YARDS
IN BOX
TOTAL QUANTITIES
BOX AND SLABS
DEDUCTIONS FOR ONE
PIPE CU.YDS.
D
A
B
H
NO.
LENGTH
E
F
TOP
SLAB
BOTTOM
SLAB
WALL/
FT. OF HT.
LBS.
REINF
CU. YDS.
MIN. "H"
C. S.
R.C.
1211
21-0"
21-0"
2'-3/1
12
2'-9"
31-0"
31-0"
0.167
0,167
0.185
22
0.750
0.015
0.024
15"
21-31t
2'-31'
21-6"
12
31-01'
31-311
W-31'
0.196
0.196
0.204
24
0.802
0.023
0.036
18"
2'-6"
2r-6"
2/-911
14
31-31f
3'-611
3'-6"
0.227
0.227
0.222
30
1.065 1
0.033
0.049
2411
3'-011
3'-0"
31-311
16
31-9"
4'-01{
4'-0"
0.296
0.296
0.259
40
1.434
0.059
0.085
30"
3'-61t
W-6"
3'-9" 1
18
4'-311
4'-6"
41-6"
0.375
0.375
0.296
51
1.860
0.092
0.127
36"
4'-0"
41-01'
4'-311
20
41-9"
5'-0"
5'-0"
0.463
0.463
0.333
64
2.341
0.132
0.178
42"
41-6"
4'-6"
4'-911
22
5'-3"
51-6"
5`-6"
0.560
0.560
0.370
77
2.878
0.180
0.243
48t1
51-411
51-411
5'-31'
26
61-311
61-411
61-411
0.743
0.743
0.407
111
3.623
0.235
0.317
54"
5'-10"
51-10"
51-911
28
61-7"
61-10"
61-10"
0.865
0.865
0,444
126
4.283
0.297
0.401
60"
6`-6"
61-6"
6'-31'
30
7'-311
11
7'-6
71-6"
1.042
1.042
0.481
145
5.090
0.367
0.495
66f1
7'-1"
71-111
61-911
32
7'-10"
8'-1"
8`-11'
1.210
1.210
0.518
169
5.917
0.444
0.589
CONCRETE
WALL
GRATE AND FRAME
BRICK
MASONRY
WALL
CONCRETE BRICK MASONRY
11/211 �8rr CONSTRUCTION CONSTRUCTION
--�-� �
SECTION B -B DETAIL SHOWING ANCHORAGE OF
1 4 " 2� " z FRAME FOR GRATED DROP INLET
0 m
Z
G)
SECTION A -A LL s m Z N NOTE:
zF-ig v _ C/) CONSTRUCT GRATED DROP INLET TO COINCIDE WITH NORMAL
TYPE - E Q z QOR SUPERELEVATED SHOULDER OR PAVEMENT SLOPE.
P CD
RAISED FLOW ARROW rr p 2 D
%6" HIGH -..� o 0
Q
9,2 Q
,\ ¢ -- z =-a
co
11/2" cn w 'ei y S/g» DIA.
z
T
fi 1/ rr ce H W w rn 5/$'� DIA. D/$» DIA, co
8
rr
cv 1 " / ~ _ �
11/2 "R w CC = x 1 - ,� 10x,
8►, M- 3 ' -'
�� 0
2'-11�"
11/2" MASONRY ANCHOR CONCRETE ANCHOR
11/21 �- 3/ " DIA. BOLT WITH PLATE 3/ " DIA. RENT BAR
�.1 � rr 8 8
- CONCRETE
CONSTRUCTION
OR
BRICK MASONRY
CONSTRUCTION -
FRAME AND GRATE INSTALLATION
FOR NORMAL CROWN AND
z o
GENERAL NOTES: z
v3 m OPENING SHALL BE 1'W' , " OU)
-°.� * THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING LOCATED AS REQUIRED L 0R+ i -O F-- Q
I.-� . � z STANDARDS: 840.01, 840.02, 840.04, 840.05, 840.11, � Q � 3c
tZi o 0 840.12 , 840.14 , 840.15 , 840.17 , 840.18 , 840.19 , _ - #4 REBARS
Q p 0- Z m _ 840.26, 840.27, 840.28, 840.31, 840.32 AND 840.41. 2v 6" CENTERS J d z
w Q zLL = 0 * INSTALL PRECAST DRAINAGE STRUCTURES AND PAY cc LL
HU`=O 'nZ�' t- #5 BARS_
v
CD � FOR IN ACCORDANCE WITH SPECIFICATION SECTION 840. cc CD
©ia Z ,_. '° 0 * DO NOT PLACE PRECAST DRAINAGE STRUCTURES STEPS # OPEN;NG lam- ~ Z w
SECTION C -C C0 0_j
cr-U-
�-+ , = z UNDER TRAFFIC OR WHERE TRAFFIC WILL BE DETOURED . ' _ _'- t�
t #5 BARS C% *W
z t--;'" * USE 400❑ PSI CONCRETE, t OPENING Z . t -a
CL HF * PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 FOR I 'q F--
• CL
o ® _ GRADE 60 AND WELDED WIRE FABRIC CONFORMING TO ASTM A185 , ':a• . �: o
* LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB FOR WAFFLE WALL -- -------- o oy,R�.:4.` Q1J MIN.:
STRUCTURE T010 LIMIT SOLID ALL STRUCTURETO 151-Orl.
Rv,,'. a=
P P ,
* PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH 611
OSHA STANDARD 1926.704.
* CUT OR FORM OPENINGS FOR PIPE TO PROVIDE PLAN TOP SLAB : P p
o Pcc
m m REQUIRED SIZE AND LOCATION. ORIENT WAFFLE WALL STRUCTURES °i o :A�°
:o'
= d .-, rn SO THAT PIPES ENTER THROUGH THE _"
w Z KNOCKOUT/WAFFLE PANELS ONLY, PIPES MAY ENTER THROUGH ''
m r1 CORNER CUT DETAIL
cn THE CORNERS OF SOLID WALL BOXES IF A MINIMUM OF fi OFCD
Z 0 Q ° :: (SOLID WALL BOX) z tJC
Z CL WALL IS PROVIDED ABOVE THE HOLE. N
M o.. C * ALL ELEMENTS PRECAST TO MEET ASTM C913. Brr 'L` OR 'W' Brrct
Q
21 F 0Z * FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE p
p Q c0 rn m 0 OR BRICK IN ACCORDANCE WITH STANDARD 840.25. #4 REBARS {,
°C = Z to D * PROVIDE PRECAST STRUCTURES OVER 4'-0" IN DEPTH 1" CLR 9' 6 CENTERS �co
© #4 REBARS" Q I w
Z WITH STEPS/LADDER INSTALLED IN ACCORDANCE WITH OSHA : , 1" .P'° 6r' CENTERS 4 cmc M �-
©o- F=-- 0 r STANDARD 1910.27 AND AS FIELD CONDITIONS DICTATE. `�'`"`" . CLR :�: :Q ¢
, .
0 y * WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR AS LONG
_ N m AS THE SAME AREA OF STEEL IS PROVIDED. PRECAST RISER PLAN PRECAST RISER DETAIL = J
� to D = z * SEAL JOINTS WITH A FLEXIBLE BUTYL RUBBER - U
Uj
_j �'"'„ BASE CONFORMING TO FEDERAL SPECIFICATION SS -S -21A, Z
z co ..# 0 AASHTO M-198, TYPE B - BUTYL RUBBER. z � c�
w LIMIT MAXIMUM STRUCTURE SIZE TO INSIDE CLEAR ° 'o` °o: ' °, :''' "Po ° LU jjj
_ DIMENSIONS OF 5'-0" X 5'-01'.
tL
* THE OUTSIDE PIPE DIAMETER PLUS 2" OR THE OPENING 6" 611
REQUIRED FOR FRAME AND GRATE IS THE MINIMUM STRUCTURE
SIZE WHICHEVER IS GREATER.
* USE MANHOLE FRAME AND COVER AS INDICATED ON THE PLANS. SECTION VIEW SECTION VIEW
SHEET # Of # SHEET 2 OF 2 REINFORCE OPENING AS SHOWN ON THIS SHEET.
OPTIONAL JOINTDETAILS SHEET zF 2
840.31 840.45 840.48
rn_
0} (�-� ©0
Q Q 1-4' i 2 NOTES; <
ZZcr >"O=V3 W# (FT.} D 6 H~0
,+ * THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING Z !
LL_ oU t: t -t Z rn _ STANDARDS: 838.21, 838.27, 838.33 AND 838.39. LL ..3 tOL as Z
0 0 Z = * INSTALL PRECAST ENDWALLS WITH WINGS AND PAY Q 0 C.0 =
w Q LU- _ = 0 D D m _-- FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838. w Q LU-
Q 0 " �' 0 = 0 1-Q71 it -off * USE 4000 PSI CONCRETE. Q t. © H
0 LL! z t=000
i -O a -TU * PROVIDE ALL REINFORCING STEEL WHICH LEETS ASTM A615 H = "' Z w
cc: tL --I 0 FOR GRADE 60 AND WELDED WIRE FABRIC CONFORMING c0 F-- LL 0 J
0 0 CO3 CC _ -_-I Z - TO ASTM A185 WITH 2" MIN. CLEARANCE. p "Z
©t
Z -" D > 0 ( * PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH Z , H _
U N '< "°) H2 H2 OSHA STANDARD 1526.704.
pCL 0 ® CS/RCP H1 * PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY U3 a
_ H# E CONTRACTOR v
_i * ALL ELEMENTS PRECAST TO MEET ASTM C913.
* WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR
v -off - - AS LONG AS THE SAME AREA OF STEEL IS PROVIDED.
* CHAMFER ALL CORNERS #" OR HAVE A RADIUS OF 1".
i° .TYP, }
(
8" O.C.(TYP.) Err REFER 81/ Q.0 10 CHART
TUU REFER TO CHART FOR BAR SIZE
mFOR BAR SIZE NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BARS ix J Y
Q Cs7 z ELEVATION AT 8" CTS.THE CONTRACTOR WILL HAVE THE OPTION 0 J M
U_ W z dig r SIDE TO INCREASE THIS BAR SIZE AS NEEDED. � � Q
zW r->� =gym
Qv-
rjv C
BRICK GOPING(INCIDENTAL)
p Z
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z
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MINIMUM
MIN./MAX.
Z W 0
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co
MIN./MAX,
m
BAR SIZE
H1(FT.)
H2(FT.)
D (FT.)
W1
W2
1.0
0 Z
Z
o m
° 0
E .�
R.
2.00/3.75
rm m
.3.0013.75
5.50/6.00
rn rm"
PLAN
8"
1.25/2,00
3,00/3.75
1" "t'
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EARTHERN DAM SPECIFICATIONS
U
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-- A MAXIMUM SLOPE OF 3H: 3 V SHALL. BE USED ON HE EQUIPMENT AND TO MAINTAIN GROUND COVER.
TEMBANKMENTS TO ALLOW MAINTENANCE E
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TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK FOUNDATION PREPARATION (I.E., , TREATMENTWTH SLUSH GROUTING, DE..N.TAL CONCRETE, ETC. MAY BE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL L ENGINEER, ALL
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SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER.
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_A GRASS SURFACE IS REQUIRED TO PREVENT EROSION AND RUTTING. IF VEGETATION IS TO STABILIZE THE EMBANKMENT,P OPER I LUDING M ING, FERTILIZING, G,AND RESEEDING G BARE -SPOTS IS REQUIRED TO PREVENT EROSION.
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INDEPENDENT TESTING LABORATORY'SGEOTECHNICAL ENGINEER PRIOR TO BEING PLACED ON PROPOSED FILL AREA.
I
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--ALL SUBGRADE TO RECEIVE FILL SHALL BE EVALUATED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACING NEW FILL. METHODS FOR EVALUATION SHALL INCLUDE PROOF ROLLING USING TANDEM AXLE DUMP TRUCK OR SIMILAR PNEUMATIC TIRED EQUIPMENT, OR OTHER
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METHODS AS SPECIFIED BY THE ON-SITE GEOTECHNICAL ENGINEER. ALL SOIL THAT RUTS, PUMPS, OR DEFLECTS EXCESSIVELY AS DETERMINED BY THE GEOTECHNICAL ENGINEER SHALL BE CORRECTED AS SPECIFIED BY THE ON-SITE GEOTECHNICAL ENGINEER,
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-METHODS OF CORRECTION MAY INCLUDE DRYING AND COMPACTION, PLACEMENT OF AN 18 TO 24 INCH BRIDGE LIFT OF BORROW MATERIAL APPROVED BY THE GEOTECHNICAL ENGINEER, STABILIZATION WITH FABRIC AND STONE, AND/OR UNDERCUTTING.
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WET DETENTION POND
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EARTHERN DAM SPECIFICATIONS
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-- A MAXIMUM SLOPE OF 3H: 3 V SHALL. BE USED ON HE EQUIPMENT AND TO MAINTAIN GROUND COVER.
TEMBANKMENTS TO ALLOW MAINTENANCE E
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0
TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK FOUNDATION PREPARATION (I.E., , TREATMENTWTH SLUSH GROUTING, DE..N.TAL CONCRETE, ETC. MAY BE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL L ENGINEER, ALL
o
SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER.
U
CO
-TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3 -INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND MULCHED OR HYDROSEEDED.
L
°
00
v
_A GRASS SURFACE IS REQUIRED TO PREVENT EROSION AND RUTTING. IF VEGETATION IS TO STABILIZE THE EMBANKMENT,P OPER I LUDING M ING, FERTILIZING, G,AND RESEEDING G BARE -SPOTS IS REQUIRED TO PREVENT EROSION.
0
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L
WHERE FILL IS REQUIRED TO RAISE THE EXISTING GRADES OF THE SITE TO THE NEW SUBGRADE ELEVATIONS INDICATED, SUCH FILL SHALL BE OF EARTH, PLACED COMPACTED AS SPECIFIED. ON-SITE OR OFF-SITE BORROW MATERIAL SHALL BE APPROVED BY THE
Q
INDEPENDENT TESTING LABORATORY'SGEOTECHNICAL ENGINEER PRIOR TO BEING PLACED ON PROPOSED FILL AREA.
I
o
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--ALL SUBGRADE TO RECEIVE FILL SHALL BE EVALUATED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACING NEW FILL. METHODS FOR EVALUATION SHALL INCLUDE PROOF ROLLING USING TANDEM AXLE DUMP TRUCK OR SIMILAR PNEUMATIC TIRED EQUIPMENT, OR OTHER
cr_
METHODS AS SPECIFIED BY THE ON-SITE GEOTECHNICAL ENGINEER. ALL SOIL THAT RUTS, PUMPS, OR DEFLECTS EXCESSIVELY AS DETERMINED BY THE GEOTECHNICAL ENGINEER SHALL BE CORRECTED AS SPECIFIED BY THE ON-SITE GEOTECHNICAL ENGINEER,
0
-METHODS OF CORRECTION MAY INCLUDE DRYING AND COMPACTION, PLACEMENT OF AN 18 TO 24 INCH BRIDGE LIFT OF BORROW MATERIAL APPROVED BY THE GEOTECHNICAL ENGINEER, STABILIZATION WITH FABRIC AND STONE, AND/OR UNDERCUTTING.
E
-�
-ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN
°-
0
3 -INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION.
0
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-THE SURFACE OF THE GROUND AND MOISTURE CONTENT OF THE LOOSENED MATERIAL SHALL BE SUCH THAT IT WILL READILY BOND WITH THE FIRST LAYER OF FILL MATERIAL,
o
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ENGINEER, i E DA EMBANKMENT SHALL BE PLACED IN 6 -INCH LOOSE LAYERS 3 -INCH LOOSE LAYERS WITHIN 3 -FEET OF EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2 -FEET OVER THE PIPE
-CONTROLLED FILL, AS SPECIFIED BY THE .GEOTECHNICAL EN .NEE , NTN MEM { }
AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698.
U0
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-ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT.
0
-FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES.
o
-EARTHWORK COMPACTION WITHIN 3 -FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF-PROPELLED ROLLERS,
E
N
-SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL,
Q)
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-AT THE END OF EACH DAYS ACTIVITIES, CONTRACTOR SHALL SEAL SURFACE OF NEW FILL BY USE OF A SMOOTH WHEEL ROLLER AND PROVIDE POSITIVE DRAINAGE OFF OF NEW FILL SURFACE.
cn
0
-THE GEOTECHINCAL ENGINEER MUST INSPECT AND APPROVE ALL SUBGRADES AND FILL LAYERS BEFORE FURTHER CONSTRUCTION WORK IS PERFORMED THEREON.
__j�
_
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v
-FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS.
w
-THE CONTRACTOR SHALL BE RESPONSIBLE FOR DRYING SOILS TOO WET TO ACHIEVE COMPACTION OR STABILITY. SOILS SHALL NOT BE CONSIDERED UNSUITABLE SOLELY DUE TO MOISTURE CONTENT.
Q
Z
o
v
-FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE
CL
Q
MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE.
0
'
v
-COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED.
_0
-HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST -IN-PLACE STRUCTURES UNTIL ADEQUATE CURING TIME HAS ELAPSED.
°
-TESTS OF THE DEGREE (%) OF COMPACTION OF THE PLACED FILL IN THE DAM SHALL BE PERFORMED AS A PART OF THE CONTRACTOR'S NORMAL QUALITY CONTROL PROGRAM FOR THE CONSTRUCTION OF THE DAM. TESTS SHALL BE CONDUCTED CONCURRENT WITH THE
INSTALLATION OF THE COMPACTED FILL, AND THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION OF THE DAM SO THAT THE TESTING CAN BE COMPLETED. SHOULD THE RESULTS OF THE TESTS INDICATE THAT THE SPECIFIED DEGREE OF COMPACTION HAS NOT BEEN
c
OBTAINED, THE PORTIONS OF THE DAM REPRESENTED BY SUCH TESTS SHALL BE REWORKED OR REBUILT. ALL PORTIONS OF THE DAM SHALL ACHIEVE THE SPECIFIED MINIMUM DEGREE OF COMPACTION.
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GRAPHIC SCALE IN FEET
0 10 20 40
PEW I
2.0" DIA. -
PVC ELBOW
PERM. POOL
ELEV.= 821.50
6" MIN.
100 -YR WSEL=825.00
(1) 6"X24" ORIFICE
823.00
STRUCTURE WALL
"WATERTIGHT 2.00" DIA, DRAWDOWN
SEAL AT JOINT PIPE INV821,50--\
6" BELOW.
PERM. POOL
SECTION A-- A
30" RCP OUTLET-`_
25 -YR WSEL=824.35 4 __ TOP OF RISER
10 -YR WSEL=823.53 ELEV-=824.30
_______ (1) 6"X24" ORIFICE
1 -YR WSEL=82 4" - 823.00 "
(1) 6"X24" ORIFICE ���� {1 } 6X24 ORIFICE
� , 6" THICK INV=823.00
CSD 823.00 � � �`- REINFORCED p
' CONCRETE WALLS [
i 1
1 f
30" RCP OUTLET
INV=820.24 (1) 6"X24" ORIFICE
INV=823.00
2" DIA. DRAWDOWN 2" DIA. DRAWDOWN
PIPE INV=821.50 PIPE INV=821.50
SECTION 13-13
C -1 0
RISER CONTROL STRUCTURE
NOT TO SCALE
PEAKED ROOF
4'X4' CONCRETE RISER TRASH RACK
CS -100 (SEE DETAIL TOP OF RISER= -824.30
THIS SHEET)
INTEGRAL LADDER
MINIMUM 10' DAM WIDTH RUNGS PER TOWN OF NOTE: IF MAINTENANCE IS
TROUTMAN REQUIRED BELOW THE PERMANENT
TOP OF BERM=826.00„ POOL ELEVATION, A PUMP SHALL
6 ADDITIONAL TOPSOIL ON BE USED TO DRAIN THE POND.
PTO
P OF LINER ON VEGETATED
SHELF FOR PLANTINGS
30" RCP
EXTENDS TO DAYLIGHT.
PIPES TO BE BEDDED AS
DIRECTED BY
GEOTECHNICAL ENGINEER.
PRINCIPAL SPILLWAY PIPE NOTE:
THE PRINCIPAL SPILLWAY PIPE
SHALL CONFORM TO ASTM C-76,
CLASS III STANDARDS. RUBBER
GASKETTED JOINT PIPE SHALL RE
WRAPPED WITH A LAYER OF
NCDOT TYPE 11 GEOTEXTILE FILTER
FABRIC ON THE OUTSIDE OF THE
PIPE AT EACH JOINT. THE FABRIC
WRAP SHALL BE BETWEEN 2'-3'
WIDE, CENTERED OVER EACH PIPE
JOINT, AND SHALL COVER A
MINIMUM OF 1' OF EACH PIPE
SEGMENT.
6" THICK
REINFORCED
CONCRETE WALLS
-(1) 6"X24" ORIFICE
0823.00
30" RCP OUTLET PIPE
IN V=820, 24
6" THICK
REINFORCED
CONCRETE WALLS
I B
A
100 -YR STORM ELEV= 825.00
\t ! t\rf f
25 YR STORM ELEV 824.35. r'
INVERTED SIPHON 10 -YR STORM ELEV = 823.53 1\
\\
,\\ \
"\ f
-
OUTLET INV -821, 0 ' r
, r
y\ r,
/
fi
,r
r s
f
TEMPORARY POOL DESIGN VOL -16 722 CF TEMPORARY POOL .ELEV - 823.00
r
/ r
/ \ \
'r
= 1 -YR STORM ELEV = 822.45
- PERMANENT POOL ELEV=821.50 \
- \ r
` PERMANENTPOOL VOL=24 987 CF
INV 820,24
„ .r
,r •r
'.` *r,
4.0'77/ ,., BERM ELEV=822.00 SEDIMENT
FOR BAY �% � ; ';...'/fi r`..,'-•`�`-�Y'`' r !,Y,,\:,,f;r�.,rr` fif;,
.>
,
r r,
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.Fr
CONCRETE SEEPAGE COLLAR -/2.0"
(SEE DETAIL SHEET C8.01)
5.0'
CUTOFF TRENCH OF A MINIMUM WIDTH OF
5' CENTERED ON THE CENTERLINE OF DAM.
THE CUTOFF TRENCH SHALL EXTEND TO A
MINIMUM DEPTH OF 2' AND SHALL EXTEND
INTO SOILS SUITABLE FOR THE
EMBANKMENT FOUNDATION
cn KHA PROJECT
v
012587004
Q) E MY
V) K I lev 11))) DATE IREDELL CARTERH11/02/2015 ACAU`
SCALE AS SHOWN PREPARED FOR
O 2015 KIMLEY-HORN AND ASSOCIATES, INC.
333 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27001 DESIGNED" BY JCB
RYAN COMPANIES US, INC.
[0
REVISED PER TOWN COMMENTS 12/03/15 JCB PHONE: [phone] FAX: [phone] DRAWN BY JCB
WWW.KIMLEY-HORN.COM
Q No, REVISIONS DATE BY CHECKED BY COB TOWN OF TROUTMAN NORTH CAROLINA
BOTTOM ELEV=818.10
fr, ,
SEDIMENT STORAGE ,j
ELEV=815.00
6" THICK CONCRETE. NOTE:
UPON CONVERSION OF THE SEDIMENT
INSURE THAT
BASIN TO WET DETENTION POND, THE
CONCRETE BOTTOM DEVICE MUST BE CLEANED OUT AND
DOES NOT EXTEND RETURNED TO THE DESIGN STATE.
OVER INVERT OF
OUTLET BARREL.
WET DETENTION POND
NOT TO SCALE
SEE EARTHEN DAM SPECIFICATIONS!
LICENSED PROFESSIONAL
vNC F -
A L bpm
3.g2582 �n
6
I
U01 0 1 PA 01 Q FAN I
f r,=
`� --- FOREBAY
SEDIMENT STORAGE ELEV=819.00
SEDIMENT STORAGE VOL=936 CF
BOTTOM ELEV=818.00
IMPERMEABLE LINER (CLAY OR SYNTHETIC) TO
BE INSTALLED AT POND' BOTTOM TO MAINTAIN
PERMANENT POOL ELEVATION (MAX. INFILTRATION
RATE OF 0.01 IN/HR). LINER DESIGN TO BE
APPROVED BY GEOTECHNICAL ENGINEER. LINER
MAY NOT BE REQUIRED IF TESTING OF POND
BOTTOM AFTER COMPLETION OF CONSTRUCTION
BUT PRIOR TO STABILIZATION INDICATES THAT
THE LINER IS NO LONGER REQUIRED.
•below,
Callbeforeyou dig.