20160418 Ver 2_More Info Received_20170202

STREAM PROTECTION NOTES:
1. ALL WORK IN OR ADJACENT TO STREAM
WATERS SHALL BE CONDUCTED SO THAT
THE FLOWING STREAM DOES NOT COME IN
CONTACT WITH THE DISTURBED AREA, I.E.
IN THE DRY". (PER WATER QUALITY
CERTIFICATION NO. 3890, CONDITION #6)
(SEE ''PHASING PLAN" ON SHEET 5 FOR
ADDITIONAL INFORMATION)
2. NO CONSTRUCTION ACTIVITIES THAT
INVOLVE DISTURBANCE OF THE STREAM
MAY TAKE PLACE DURING TROUT
SPAWNING SEASON (JAN. 1 - APRIL 15).
3. SEE EROSION CONTROL PLANS 8 SHEET
4 REGARDING PHASING OF THE WORK
SPECIFIC TO PROTECTING THE EXISTING
STREAM.
PROJECT NOTES:
1. PROPERTY OWNER INFORMATION:
HIGH MOUNTAIN HOLDINGS
2. DEVELOPER INFORMATION:
THE BROADWAY GROUP LLC
216 WESTSIDE SQUARE
HUNTSVILLE, ALABAMA 35801
PHONE: [phone]
3. PROPERTY INFORMATION:
DEED BOOK 442 PAGE 260
4. GOVERNING MUNICIPALITY:
TRANSYLVANIA COUNTY, NC
-U.S. ARMY CORPS OF ENGINEERS
-NORTH CAROLINA DEPARTMENT
OF ENVIRONMENTAL QUALITY
(NCDEQ)
CONSTRUCTION PLANS FOR
PROPOSED RETAIL STORE
PREPARED FOR THE BROADWAY GROUP LLC
U.S HIGHWAY 276 — BRFVARn. NC
DUNN'S ROCK TOWNSHIP - TRANSYLVANIA COUNTY
VICINITY MAP
INDEX TO DRAWINGS:
SHT. NO.
SHT. NAME
COVER COVER SHEET
1 NOTES
2 DEMOLITION
3 LAYOUT
4 GRADING (PHASE I & 11)
5 GRADING (PHASE 111)
6-8 EROSION CONTROL (PHASE 1-111)
9 STORM
10 STORM CROSS-SECTIONS
11-13 DETAILS
14 LANDSCAPE PLAN
1
PROJECT NO.: 16-137
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REVISIONS:
DRAWN BY: BBAILEY
FIELD DATE: 01.01.2016
OFFICE DATE: 08.17.2016
CHECKED BY: JCARGILE
PLOT DATE: 23.01.2017
NO SCALE
SHEET
COVER
OF
14
PROJECT NO.: 16-137
I

STREAM PROTECTION NOTES:
1. ALL WORK IN OR ADJACENT TO STREAM
WATERS SHALL BE CONDUCTED SO THAT
THE FLOWING STREAM DOES NOT COME IN
CONTACT WITH THE DISTURBED AREA, I.E.
"IN THE DRY". (PER WATER QUALITY
CERTIFICATION NO. 3890, CONDITION #6)
(SEE "PHASING PLAN" ON SHEET 5 FOR
ADDITIONAL INFORMATION)
2. NO CONSTRUCTION ACTIVITIES THAT
INVOLVE DISTURBANCE OF THE STREAM
MAY TAKE PLACE DURING TROUT
SPAWNING SEASON (JAN. 1 - APRIL 15).
3. SEE EROSION CONTROL PLANS 6 SHEET
4 REGARDING PHASING OF THE WORK
SPECIFIC TO PROTECTING THE EXISTING
STREAM.
GENERAL NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR MAKING APPLICATION, AND PAYING FOR ALL NECESSARY PERMITS.
2. THE CONTRACTOR SHALL PREVENT THE DESTRUCTION OF ALL SURVEY MONUMENTS, BENCH MARKS, PROPERTY CORNERS AND ALL
OTHER SURVEY POINTS. WHERE THE REMOVAL OF SUCH POINTS IS NECESSARY FOR THE ACCOMPLISHMENT OF THE WORK, THE
CONTRACTOR IS TO INFORM THE ENGINEER IN WRITING, PRIOR TO THE DISTURBANCE OF ANY POINT, AND IS NOT TO DISTURB THE
POINT UNTIL WRITTEN PERMISSION TO DO SO HAS BEEN GRANTED BY THE ENGINEER.
3. ALL EXISTING TREES AND SHRUBS OUTSIDE OF THE LIMITS OF WORK SHALL BE PROTECTED DURING CONSTRUCTION, AND ARE NOT TO
BE DAMAGED IN ANY MANNER.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING STREETS AND OTHER STRUCTURES WHICH IS
CAUSED BY CONSTRUCTION ACTIVITIES.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND PROPER DISPOSAL OF ALL BOULDERS, DEBRIS, EXCESS
CONSTRUCTION MATERIALS, MATERIAL GENERATED FROM THE DEMOLITION OF EXISTING STRUCTURES AND FACILITIES, AND TRASH.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING EXISTING UTILITIES LOCATED PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION. THE ENGINEER/SURVEYOR ASSUME NO RESPONSIBILITY AS TO THE ACCURACY OR COMPLETENESS OF THE EXISTING
UTILITIES SHOWN ON THE PLANS.
7. UNLESS INDICATED OTHERWISE ON THE PLANS, ALL STORM DRAINAGE PIPES SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76).
COMPACTED GRANULAR MATERIAL FOR BEDDING SHALL BE REQUIRED WHERE UNSUITABLE GROUND WATER OR OTHER CONDITIONS
PREVENT THE CONTRACTOR FROM OBTAINING A PROPERLY SHAPED TRENCH BOTTOM.
8. ALL PAVEMENT CUTS SHALL BE REPAIRED WITH MATERIAL IN KIND TO THAT REMOVED.
9. UNLESS INDICATED OTHERWISE ON THE PLANS, ALL RIP RAP SHALL BE IN ACCORDANCE WITH SECTION 6.15, NCDEQ EROSION 6
SEDIMENT CONTROL PLANNING 6 DESIGN MANUAL.
10. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING THE SAFETY OF
ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
LIMITED TO NORMAL WORKING HOURS.
11. THE CONTRACTOR SHALL PROVIDE ADEQUATE TRAFFIC CONTROL DEVICES AND SAFETY MEASURES FOR CONSTRUCTION WORK
WITHIN PUBLIC RIGHT-OF-WAYS AND OTHER AREAS WHICH REQUIRE ITS' USE IN ACCORDANCE WITH THE FEDERAL HIGHWAY
ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (M.U.T.C.D.) LATEST EDITION.
12. THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE DOES NOT INCLUDE
REVIEW OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE.
13. SIDEWALK RAMPS ARE TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA) SPECIFICATIONS.
PAVEMENT CONSTRUCTION GENERAL NOTES:
1. NCDOT 2006, SHALL MEAN NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY
CONSTRUCTION, 2006 EDITION.
2. CRUSHED AGGREGATE BASE COURSE PLANT MIXED SHALL BE PLACED IN ACCORDANCE WITH SECTION 520, NCDOT 2006. ALL
MATERIALS SHALL BE INACCORDANCE WITH SECTION 1010. 100% COMPACTION REQ'D.
3. PORTLAND CEMENT CONCRETE PAVEMENT SHALL BE PLACED IN ACCORDANCE3 WITH SECTION 700, NCDOT 2006.
4. BITUMINOUS CONCRETE BINDER LAYER SHALL BE PLACED IN ACCORDANCE WITH SECTION 610, 1-19.00, NCDOT 2006.
5. BITUMINOUS CONCRETE WEARING SURFACE LAYER SHALL BE PLACED IN ACCORDANCE WITH SECTION 610, S -9.5C, NCDOT 2006.
6. THE SITE SHALL BE CLEARED AND ALL UNSUITABLE MATERIAL REMOVED PRIOR TO PLACING AND COMPACTING EMBANKMENTS.
7. ALL SUBGRADES SHALL BE CLEARED AND GRUBBED, SCARIFIED TO A DETH OF 8", AND THEN RECOMPACTED TO 100% OF THE
MAXIMUM DRY DENSITY, PLUS OR MINUS 2% OF OPTIMUM MOISTURE (ASTM -D6798).
8. IN ROCK EXCAVATION A MINIMUM OF 1 FOOT OF SOIL SHALL BE PLACED OVER ROCK PRIOR TO PLACEMENT OF BASE MATERIAL.
9. PAVEMENT MARKING PAINT SHALL BE ALKYD -RESIN TYPE, READY -MIXED, COMPLYING WITH FS TT -P-115, TYPE I, AASHTO M-248,
TYPE N, OR LATEX WATER -BASE EMULSION, READY -MIXED, COMPLYING WITH FS TT -P-1952. APPLY PVMT. MARKING PAINT WITH
MECHANICAL EQUIPMENT, PER THE MFR'S RECOMMENDATIONS TO PRODUCE PVMT. MARKINGS OF DIMENSIONS INDICATED ON THE
PLANS WITH UNIFORM, STRAIGHT EDGES, AND A MINIMUM WET FILM THICKNESS OF 15 mils (0.4 mm).
REINFORCED CONCRETE NOTES
1. ALL CONCRETE SHALL BE AIR ENTRAINED 3000 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS, (CLASS "A."), UNLESS NOTED
OTHERWISE ON THE PLANS.
2. ALL CONSTRUCTION JOINTS SHALL BE CONSTRUCTED WITH CONTINUOUS SHEAR KEYS IN ACCORDANCE WITH THE SHEAR KEY
DETAIL ON THE PLANS.
3. ALL REINFORCING STEEL SHALL BE GRADE 60 DEFORMED BARS, AND SHALL CONFORM TO STM A615, FOR BILLET STEEL.
4. LAP SPLICES AND BAR EMBEDMENTS SHALL BE IN ACCORDANCE WITH THE TABLE ON THE PLANS.
5. CONCRETE AIR CONTENT AND SLUMP SHALL BE IN ACCORDANCE WITH THE TABLE ON THE PLANS.
6. ALL REINFORCING BARS SHALL BE SHOP BENT IN ACCORDANCE WITH THE TABLE ON THE PLANS. HEATING OF REINFORCING BARS TO
BEND THEM, OR STRAIGHTEN THEM WILL NOT BE ALLOWED.
7. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. SMOOTH FABRIC WITH AN ASTM YIELD STRENGTH OF 65.000 PSI.
SEEDING NOTES:
1. THE CONTRACTOR IS REQUIRED TO FURNISH ALL MATERIALS, EQUIPMENT AND LABOR NECESSARY FOR THE SEEDING OF ALL
DISTURBED AREAS, AND OTHER AREAS SPECIFIED ON THE GRADING PLANS. ALL SPECIFIED SURFACE AREAS SHALL BE SEEDED IN
ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS.
2. TOPSOIL SHALL BE STRIPPED AND STOCK PILED DURING CONSTRUCTION. A MINIMUM OF 6 INCHES OF CONDITIONED AND AMENDED
TOPSOIL SHALL BE RESPREAD OVER ALL AREAS SPECIFIED FOR SEEDING. GRADING SHALL CONFORM WITH THE GRADING PLAN.
3. SEEDING SHALL BE AS FOLLOWS: (A)"REBEL" OR "FALCON" FESCUE SEED ('TIL APRIL 15TH) WITH 95% GERMINATION. APPLICATION
RATE SHALL BE 8 LBS. PER 1,000 SQUARE FEET. (B)BERMUDA SEED (FROM APRIL 15TH TO AUGUST 15TH) WITH 95% GERMINATION.
APPLICATION RATE SHALL BE 3 LBS. PER 1,000 SQUARE FEET.
4. SOIL AMENDMENT SHALL BE RECOMMENDED USING LIME OR SULFUR TO ACHIEVE A SOIL PH OF 5.5 TO 6.5.
5. "2-4-D ROUNDUP" OR EQUIVALENT POST -EMERGENT HERBICIDE SHALL BE REQUIRED TO KILL EXISTING WEEDS PRIOR TO SEEDING.
"TREFLAN," "DACTAL" OR EQUIVALENT PRE -EMERGENT HERBICIDE SHALL BE REQUIRED FOR ALL SEEDED AREAS TO PREVENT WEED
GERMINATION.
6. PROTECTION OF SEEDED AREAS ON STEEP SLOPES SHALL BE PROVIDED USING A "SUPER DUTY EXCELSIOR EROSION CONTROL
BLANKET" AS MANUFACTURED BY "PPS PACKAGING COMPANY," P.O. BOX 56 FOWLER, CA, 93625, OR APPROVED EQUIVALENT WHERE
INDICATED ON THE GRADING PLAN. APPLICATION OF "EXCELSIOR" BLANKET SHALL COMPLY WITH THE MANUFACTURER'S
RECOMMENDATIONS. WHERE INDICATED ON THE PLANS, APPLY BLANKET TO THE SLOPE AFTER PROPER PREPARATION AND SEEDING
OF THE GROUND.
EARTHWORK GENERAL NOTES:
1. THE SITE TOPOGRAPHY AND OTHER TOPOGRAPHIC DATA SHOWN ON THE PLANS OR INCLUDED IN THE SPECIFICATIONS ARE FOR
THE INFORMATION OF THE CONTRACTOR. THE CONTRACTOR SHALL MAKE SUCH ADDITIONAL INVESTIGATIONS AS REQUIRED TO
ACQUAINT HIMSELF ADEQUATELY WITH THE SITE, INCLUDING SUBSURFACE SOIL CONDITIONS, FOR PREPARATION OF HIS BID, AND
FOR THE SUCCESSFUL EXECUTION.
2. UNLESS INDICATED OTHERWISE ON THE PLANS, ALL PROPOSED CONTOURS AND ALL PROPOSED SPOT ELEVATIONS SHOWN ARE
FINISHED GRADE.
3. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE PROTECTION OF HIS WORK. SUCH GRADING AS IS
REQUIRED FOR THIS PURPOSE SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE PERFORMED AT NO ADDITIONAL
COST TO THE OWNER. THE OWNER MAY DIRECT THE CONTRACTOR TO PERFORM SUCH GRADING AND DRAINAGE AS IS NECESSARY
TO PREVENT SURFACE RUNOFF FROM DAMAGING THE WORK.
4. THE CONTRACTOR SHALL BE REQUIRED TO INSTALL SILT FENCES, CHECK DAMS, AND OTHER EROSION 6 SEDIMENT CONTROL
MEASURES TO PREVENT LOOSE DIRT AND SEDIMENT FROM WASHING ONTO STREETS AND ADJACENT PROPERTY. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF EROSION 6 SEDIMENT CONTROL MEASURES UNTIL FINAL
INSPECTION BY THE LOCAL GOVERNING AGENCY.
S. ALL EARTH FILL SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY, PLUS OR MINUS 2% OF OPTIMUM MOISTURE
(ASTM -D6798), EXCEPT FOR EARTH FILLS UNDER ROADS WHICH ARE TO COMPLY WITH THE PAVING SPECIFICATIONS.
6. ALL EARTH FILL SHALL BE PLACED IN UNIFORM LAYERS OR LIFTS NOT EXCEEDING 6" IN COMPACTED THICKNESS, UNLESS INDICATED
OTHERWISE ON THE PLANS.
7. ALL EARTH FILL SHALL BE PLACED IN ACCORDANCE WITH NCDOT 2006 STANDARDS. ALL EARTH FILL UNDER BUILDINGS SHALL
ALSO MEET THE REQUIREMENTS OF THE ARCHITECT'S PLANS AND SPECIFICATIONS.
8. IF A GEOTECHNICAL REPORT HAS BEEN PREPARED FOR THE SITE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR FOLLOWING
THE SITE PREPARATION RECOMMENDATIONS SPECIFIED WITHIN THIS DOCUMENT, UNLESS MORE STRINGENT REQUIREMENTS ARE
GIVEN ON THE PLANS OR WITHIN THE PROJECT SPECIFICATIONS.
9. ALL DISTURBED AREAS ARE TO BE PERMANENTLY STABILIZED WITH SOD.
EROSION AND SEDIMENT CONTROL PLAN
CONSTRUCTION SEQUENCE - PHASE I:
1. INSTALL CONSTRUCTION ENTRANCES WITH CRUSHED AGGREGATE BASE COURSE AT ALL LOCATIONS WHERE CONSTRUCTION TRAFFIC
WILL BE ENTERING AND EXITING THE SITE. CONSTRUCTION ENTRANCES USED FOR REMOVAL OF ONSITE MATERIALS SHALL EXTEND TO
THE LOADING AREA, BUT IN NO CASE SHALL ANY CONSTRUCTION ENTRANCE BE LESS THAN 50 FEET IN LENGTH OR 6" IN DEPTH. WIDTH
SHALL NOT BE LESS THAN 15 FEET.
2. INSTALL SILT FENCES AROUND TOE OF PROPOSED SLOPES (SEE SHEET 6).
3. ESTABLISH TOPSOIL STOCKPILE. (SEE SHEET 6)
4. INSTALL SILT FENCES AROUND STOCKPILE AND COVER STOCKPILES.
5. BEGIN SITE CLEARING AND GRUBBING OPERATIONS. AS NEEDED FOR PHASE 1 IMPROVEMENTS.
6. COMPLETE GRADING 6 WORK ASSOCIATED WITH WALL CONSTRUCTION.
7. PHASE I STORM IMPROVEMENTS ASSOCIATED W/ STREAM DISTURBANCES (SHEET 4)
8. DISTURBED AREA WHERE CONSTRUCTION WILL CEASE FOR MORE THAN 14 DAYS WILL BE STABILIZED WITH EROSION CONTROLS.
EROSION AND SEDIMENT CONTROL PLAN
CONSTRUCTION SEQUENCE - PHASE II:
L FOLLOWING GRADING ASSOCIATED WITH PHASE II STREAM DISTURBANCE INSTALL CONTROL BLANKET OVER ENTIRE DISTURBED AREA
2. INSTALL HARDWARE CLOTH 6 GRAVEL INLET PROTECTION AS SHOWN ON SHEET 7 FOLLOWING CONSTRUCTION OF INLET DURING
STREAM DISTURBANCE PHASE II.
EROSION AND SEDIMENT CONTROL PLAN
CONSTRUCTION SEQUENCE - PHASE II:
1. REMOVE SPOILS 6 STOCKPILE
2. INSTALL DOUBLE ROW SILT FENCE ALONG RIGHT OF WAY
3. INSTALL STRAW WATTLES AROUND EXISTING INLETS
4. INSTALL CHECK DAMS ALONG EAST PROPERTY LINE
5. INSTALL PHASE III STORM (SEE SHEET 4) 6 INSTALL ASSOCIATED EROSION CONTROL (WATTLES)
6. REMOVE PHASE 1 6 II SILT FENCING.
7. INSTALL TEMPORARY SANITARY FACILITIES AND DUMPSTERS
8. INSTALL UTILITIES STORM SEWER, SANITARY SEWERS AND WATER SERVICES.
9. CONSTRUCT TEMPORARY CONCRETE WASHOUT AREA.
10. CONSTRUCT STAGING AND MATERIALS STORAGE AREA.
11. INSTALL TEMPORARY SANITARY FACILITIES AND DUMPSTERS.
12. INSTALL UTILITIES, STORM SEWER, SANITARY SEWERS AND WATER SERVICES.
13. BEGIN CONSTRUCTION OF BUILDING FOUNDATION AND STRUCTURE.
14. INSTALL GUTTERS, CURBS, AND PREPARE PAVEMENT SUBGRADE.
15. PARKING LOT PAVED, EXTERIOR BUILDING CONSTRUCTED.
16. REMOVE TEMPORARY CONCRETE WASHOUT AREA.
17. IMPLEMENT WINTER STABILIZATION PROCEDURES IF NECESSARY.
18. FINALIZE PAVEMENT ACTIVITIES.
19. FINALIZE GRADING ACTIVITIES.
20. REMOVE ALL TEMPORARY CONTROL BMP'S AND STABILIZE AREAS DISTURBED BY THEIR REMOVAL WITH EROSION CONTROLS.
21. PREPARE FINAL SOD AND LANDSCAPING.
22. MONITOR STABILIZED AREAS UNTIL FINAL STABILIZATION IS REACHED.
1
PROJECT NO.: 16-137
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DRAWN BY: BBAILEY
FIELD DATE: 01.01.2016
OFFICE DATE: 08.17.2016
CHECKED BY: JCARGILE
PLOT DATE: 23.01.2017
NO SCALE
SHEET
1
OF
14
PROJECT NO.: 16-137
I

STREAM PROTECTION NOTES:
1. ALL WORK IN OR ADJACENT TO STREAM
WATERS SHALL BE CONDUCTED SO THAT
THE FLOWING STREAM DOES NOT COME IN
CONTACT WITH THE DISTURBED AREA, I.E.
"IN THE DRY". (PER WATER QUALITY
CERTIFICATION NO. 3890, CONDITION 96)
(SEE PHASING PLAN ON SHEET 5 FOR
ADDITIONAL INFORMATION)
2. NO CONSTRUCTION ACTIVITIES THAT
INVOLVE DISTURBANCE OF THE STREAM
MAY TAKE PLACE DURING TROUT
SPAWNING SEASON (JAN. 1 - APRIL 15).
3. SEE EROSION CONTROL PLANS 6 SHEET
4 REGARDING PHASING OF THE WORK
SPECIFIC TO PROTECTING THE EXISTING
STREAM.
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FIELD DATE: 01.01.2016
OFFICE DATE: 08.17.2016
CHECKED BY: JCARGILE
PLOT DATE: 23.01.2017
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PROJECT NO.: 16-137
I

STREAM PROTECTION NOTES:
1. ALL WORK IN OR ADJ
WATERS SHALL BE COf
THE FLOWING STREAM
CONTACT WITH THE DI`
"IN THE DRY". (PER WA7
CERTIFICATION NO. 38c,
(SEE "PHASING PLAN" C
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INVOLVE DISTURBANCE
MAY TAKE PLACE DURIr
SPAWNING SEASON (J)
3. SEE EROSION CONTP
4 REGARDING PHASING
SPECIFIC TO PROTECTIf
STREAM.
ARTHWORK QUANTITIES
UT = 1,206 CYD
LL = 1,671 CYD
ET FILL = 466 CYD
OTAL DISTURBED AREA = 38,306 SQ. FT. (0.88 AC)
OTE: EARTHWORK QUANTITIES REPRESENT
NADJUSTED VOLUMES BASED ON EXISTING 6
:�OPOSED SURFACE MODELS.
EXISTING STORM PIPE
DEMO EXISTING ASPHALT
EXISTING AREA TO REMAIN
aAREAINLET
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ABBREVIATIONS
LEGEND
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Lu
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BACK OF CURB
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Q
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CONCRETE MONUMENT, FOUND
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BOTTOM OF WALL
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CONCRETE MONUMENT, SET
00
LU
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EX.
EXISTING
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FINISHED FLOOR ELEVATION
FG
FINISHED GRADE
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N
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F.S.L.
FRONT SETBACK LINE
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C)
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DIRECTION OF FLOW
H -WALL
HEAD WALL
O
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HP
HIGH POINT
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OVERHEAD TELEPHONE LINE
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I.E.
INVERT ELEVATION
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OVERHEAD ELECTRIC LINE
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INVERT
ILL
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UNDERGROUND ELECTRIC LINE
LO
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JUNCTION BOX
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LF
LINEAR FEET
UGT
UNDERGROUND TELEPHONE LINE (AT&T)
a(InW
LOC.
LOCATION
O
EXISTING SANITARY SEWER MANHOLE
7:
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MAX.
MAXIMUM
(U
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EXISTING SANITARY SEWER LINE
M.B.L.
MINUMUM BUILDING LINE
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M.H.
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PROPOSED SANITARY SEWER MANHOLE
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OPEN THROAT INLET
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PVMT.
PAVEMENT
A
EXISTING LIGHT POLE
REQ'D
REQUIRED
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EXISTING WATER LINE
DRAWN BY: BBAILEY
REQ'TS
REQUIREMENTS
OFFICE DATE: 08.17.2016
R.S.L.
REAR SETBACK LINE
C4
EXISTING WATER VALVE
PLOT DATE: 23.01.2017
R.O.W.
RIGHT-OF-WAY
M
EXISTING FIRE HYDRANT
I�Y7
S.S.
SANITARY SEWER
0 20'
40'
W
PROPOSED WATER LINE
SHEET
S.S.L.
SIDE SETBACK LINE
OF
14
STR
STRUCTURE
04
PROPOSED WATER VALVE
TEMP.
TEMPORARY
;YD
PROPOSED FIRE HYDRANT
TOC
TOP OF CURB
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EXISTING GAS LINE
TOW
TOP OF WALL
TYP
TYPICAL
G
PROPOSED GAS LINE
U & D
UTILITY AND DRAINAGE
U.N.O.
UNLESS NOTED OTHERWISE
610
EXISTING INDEX CONTOURS
STR
STRUCTURE
— —
EXISTING INTER CONTOURS
WQU
WATER QUALITY UNIT
XEG 661.2
EXISTING SPOT ELEVATION
610
PROPOSED INDEX CONTOURS
611—
PROPOSED INTER CONTOURS
ITE AREA DETAILS
X FG 662.50
PROPOSED SPOT ELEVATION
TANDARD ASPHALT/CONC. PVMT =
4,634 SQ. FT.
TREE LINE
EAVY DUTY ASPHALT/CONC. PVMT
= 9,600 SQ. FT.
CDOT PAVEMENT = 1,338 SQ. FT.
EXISTING TREES
ONCRETE SIDEWALK = 1,285 SQ. FT.
UMPSTER/DELIVERY AREA CONCRETE
= 1,054 SQ. FT.
-TAINING WALL APPROXIMATELY =
2,628 SQ. FT.
x
TEMPORARY SILT FENCE
TEMPORARY STONE CHECK DAM
TEMPORARY STRAW WATTLE
ARTHWORK QUANTITIES
UT = 1,206 CYD
LL = 1,671 CYD
ET FILL = 466 CYD
OTAL DISTURBED AREA = 38,306 SQ. FT. (0.88 AC)
OTE: EARTHWORK QUANTITIES REPRESENT
NADJUSTED VOLUMES BASED ON EXISTING 6
:�OPOSED SURFACE MODELS.
EXISTING STORM PIPE
DEMO EXISTING ASPHALT
EXISTING AREA TO REMAIN
aAREAINLET
PROJECT NO.: 16-137
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FIELD DATE: 01.01.2016
OFFICE DATE: 08.17.2016
CHECKED BY: JCARGILE
PLOT DATE: 23.01.2017
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I�Y7
0 20'
40'
SHEET
3
OF
14
PROJECT NO.: 16-137
I

STREAM PROTECTION NOTES:
1. ALL WORK IN OR ADJACENT TO STREAM
WATERS SHALL BE CONDUCTED SO THAT
THE FLOWING STREAM DOES NOT COME IN
CONTACT WITH THE DISTURBED AREA, I.E.
"IN THE DRY". (PER WATER QUALITY
CERTIFICATION NO. 3890, CONDITION #6)
(SEE PHASING PLAN ON SHEET 5 FOR
ADDITIONAL INFORMATION)
2. NO CONSTRUCTION ACTIVITIES THAT
INVOLVE DISTURBANCE OF THE STREAM
MAY TAKE PLACE DURING TROUT
SPAWNING SEASON (JAN. 1 - APRIL 15).
3. SEE EROSION CONTROL PLANS 6 SHEET
4 REGARDING PHASING OF THE WORK
SPECIFIC TO PROTECTING THE EXISTING
STREAM.
NOTE: ONLY THE INFORMATION
SHOWN ON THIS SHEET MAY
BE CONSTRUCTED DURING
TROUT SPAWNING SEASON
(JAN. 1 - APRIL 15) TO AVOID
STREAM DISTURBANCE
STREAM DISTURBANCE SCHEDULE
CALENDAR
DAYS
1
5-11
3-4
ACTIVITY
MOBILIZE
PHASE I: PIPE & STRUCTURE
INSTALLATION
PHASE II: PIPE & STRUCTURE
INSTALLATION
PHASE III: FILL REMAINING STREAM
NOTE: PHASE II S PHASE III
WORK IS TO BE PERFORMED
ONLY WHEN THERE IS NO RAIN
FORECASTED WITHIN 5 DAYS OF
COMMENCEMENT OF THE WORK
6 THERE IS NO VISIBLE EVIDENCE
OF FLOW IN THE STREAM. ALL
WORK SHALL BE COMPLETED &
STABILIZED 24 HOURS MIN.
PRIOR TO FORECASTED RAIN.
(PER 15A NCAC 04B.0105)
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COMMENCEMENT OF THE WORK
SII II I I I I I I I ( S THERE IS NO VISIBLE EVIDENCE
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1
PROJECT NO.: 16-137
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REVISIONS:
DRAWN BY: BBAILEY
FIELD DATE: 01.01.2016
OFFICE DATE: 08.17.2016
CHECKED BY: JCARGILE
PLOT DATE: 23.01.2017
I�Y7
0 20'
40'
SHEET
4
OF
14
PROJECT NO.: 16-137

STREAM PROTECTION NOTES:
1. ALL WORK IN OR ADJACENT TO STREAM
WATERS SHALL BE CONDUCTED SO THAT
THE FLOWING STREAM DOES NOT COME IN
CONTACT WITH THE DISTURBED AREA, I.E.
IN THE DRY". (PER WATER QUALITY
CERTIFICATION NO. 3890, CONDITION #6)
(SEE "PHASING PLAN" ON SHEET 5 FOR
ADDITIONAL INFORMATION)
2. NO CONSTRUCTION ACTIVITIES THAT
INVOLVE DISTURBANCE OF THE STREAM
MAY TAKE PLACE DURING TROUT
SPAWNING SEASON (JAN. 1 - APRIL 15).
3. SEE EROSION CONTROL PLANS 6 SHEET
4 REGARDING PHASING OF THE WORK
SPECIFIC TO PROTECTING THE EXISTING
STREAM.
BUFFER DISTURBANCE:
LENGTH = 140'
WIDTH = 25'
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REVISIONS:
DRAWN BY: BBAILEY
FIELD DATE: 01.01.2016
OFFICE DATE: 08.17.2016
CHECKED BY: JCARGILE
PLOT DATE: 23.01.2017
I�Y7
0 20'
40'
SHEET
5
OF
14
PROJECT NO.: 16-137

STREAM PROTECTION NOTES:
1. ALL WORK IN OR ADJACENT TO STREAM
WATERS SHALL BE CONDUCTED SO THAT
THE FLOWING STREAM DOES NOT COME IN
CONTACT WITH THE DISTURBED AREA, I.E.
IN THE DRY". (PER WATER QUALITY
CERTIFICATION NO. 3890, CONDITION #6)
(SEE PHASING PLAN ON SHEET 5 FOR
ADDITIONAL INFORMATION)
2. NO CONSTRUCTION ACTIVITIES THAT
INVOLVE DISTURBANCE OF THE STREAM
MAY TAKE PLACE DURING TROUT
SPAWNING SEASON (JAN. 1 - APRIL 15).
3. SEE EROSION CONTROL PLANS 6 SHEET
4 REGARDING PHASING OF THE WORK
SPECIFIC TO PROTECTING THE EXISTING
STREAM.
PROTECTION OF STREAM TEMPERATURE:
USGS PROVIDES A LIST OF CONSTRUCTION
ACTIVITIES THAT CAN AFFECT THE
TEMPERATURE OF DOWNSTREAM WATERS
((https://water.usgs.gov/edu/temperature.htm1)
THESE ACTIVITIES INCLUDE:
• IMPERVIOUS AREAS
• SEASONAL CHANGES IN LAKES S
RESERVOIRS
• DAMS 6 IMPOUNDMENTS
• POWER PLANTS
THE PROPOSED IMPERVIOUS AREAS WILL NOT
DISCHARGE DIRECTLY INTO THE EXISTING
STREAM 6 WILL BE DIRECTED TO THE EXISTING
STORM SEWER ALONG U.S. HWY 276. THE
REMAINING ACTIVITIES ARE UNRELATED TO THIS
DEVELOPMENT. BASED ON THE ABOVE, NO
ADVERSE EFFECTS ON TEMPERATURE CHANGE
AS A RESULT OF THIS DEVELOPMENT ARE
ANTICIPATED AND THE PROPOSED ACTIVITIES
WILL BE IN COMPLIANCE WITH THE
REQUIREMENTS OF 15A NCAC 04B.0125.
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SLOPE = 5-10%:
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2,760 SF < 5,000 --> OK / � � � i 1 1 I 1 1
SLOPE = 10% (MAX.): IIII 1 1
TEMPORARY SEEDING 2,180 SF < 5,000 SF --> OK I I I I I 1
SOLID HATCHED AREA /, 11111 \ '� //1�v`o�46 \\ \\ \\\\\\\\\\1 I \ \ \ \ \ I 1 I 1 11
(FOR DETAILS S SPECS, SEE
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TEMPORARY CONSTRUCTION ENTRANCE/EXIT:-
12' (MIN.) X 50', 6" THICK
2-3" WASHED STONE
(SEE DETAILS)
°tip -----------
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FOLLOWING GRADING 6 WALL
CONSTRUCTION. INSTALL
REQUIRED BASE TO ESTABLISH
STAGING 8 MATERIALS STORAGE
AREA.
-297 LF SILT FENCE (DOUBLE ROW):
SLOPE = 5-10%:
2,701 SF < 5,000 --> OK
EROSION CONTROL LEGEND:
X SILT FENCE
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
EROSION CONTROL NOTES:
1. HATCHED AREAS REPRESENT DRAINAGE
AREAS TO EACH BMP.
2. CAPACITIES FOR EROSION AND SEDIMENT
CONTROL MEASURES DOCUMENTED PER THE
NC DEQ "EROSION 6 SEDIMENT CONTROL
PLANNING 6 DESIGN MANUAL" IN
ACCORDANCE WITH THE REQUIREMENTS OF
15A NCAC 0413.0105-0106, .0106, AND .0108.
1
PROJECT NO.: 16-137
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REVISIONS:
DRAWN BY: BBAILEY
FIELD DATE: 01.01.2016
OFFICE DATE: 08.17.2016
CHECKED BY: JCARGILE
PLOT DATE: 23.01.2017
1�;
I�Y7
0 20'
40'
SHEET
6
OF
14
PROJECT NO.: 16-137
I

STREAM PROTECTION NOTES:
1. ALL WORK IN OR ADJACENT TO STREAM
WATERS SHALL BE CONDUCTED SO THAT
THE FLOWING STREAM DOES NOT COME IN
CONTACT WITH THE DISTURBED AREA, I.E.
"IN THE DRY". (PER WATER QUALITY
CERTIFICATION NO. 3890, CONDITION #6)
(SEE ''PHASING PLAN" ON SHEET 5 FOR
ADDITIONAL INFORMATION)
2. NO CONSTRUCTION ACTIVITIES THAT
INVOLVE DISTURBANCE OF THE STREAM
MAY TAKE PLACE DURING TROUT
SPAWNING SEASON (JAN. 1 - APRIL 15).
3. SEE EROSION CONTROL PLANS 6 SHEET
4 REGARDING PHASING OF THE WORK
SPECIFIC TO PROTECTING THE EXISTING
STREAM.
05
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\ 2745
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INSTALL CONTROL BLANKET
/ I1 OVER ENTIRE DISTURBED AREA
r l l l l \ FOLLOWING GRADING. (SEE
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HARDWARE CLOTH & GRAVEL—,\,
INLET PROTECTION:
DISTURBED AREA = 0.12 AC (MAX.) < 1.0 AC --> OK
111 I Illlljl 1\^� IIIIIIII'1111111111II�IIIIIlllj111111111
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EROSION CONTROL LEGEND:
x SILT FENCE
HARDWARE CLOTH &
GRAVEL INLET PROTECTION
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
NOTE: PHASE II & PHASE III
WORK IS TO BE PERFORMED
ONLY WHEN THERE IS NO RAIN
FORECASTED WITHIN 5 DAYS OF
COMMENCEMENT OF THE WORK
& THERE IS NO VISIBLE EVIDENCE
OF FLOW IN THE STREAM. ALL
WORK SHALL BE COMPLETED &
STABILIZED 24 HOURS MIN.
PRIOR TO FORECASTED RAIN.
(PER 15A NCAC 0413 .0105)
1
PROJECT NO.: 16-137
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CHECKED BY: JCARGILE
PLOT DATE: 23.01.2017
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0 20'
40'
SHEET
7
OF
14
PROJECT NO.: 16-137
I

STREAM PROTECTION NOTES:
1. ALL WORK IN OR ADJACENT TO STREAM
WATERS SHALL BE CONDUCTED SO THAT
THE FLOWING STREAM DOES NOT COME IN
CONTACT WITH THE DISTURBED AREA, I.E.
IN THE DRY". (PER WATER QUALITY
CERTIFICATION NO. 3890, CONDITION #6)
(SEE "PHASING PLAN" ON SHEET 5 FOR
ADDITIONAL INFORMATION)
2. NO CONSTRUCTION ACTIVITIES THAT
INVOLVE DISTURBANCE OF THE STREAM
MAY TAKE PLACE DURING TROUT
SPAWNING SEASON (JAN. 1 - APRIL 15).
3. SEE EROSION CONTROL PLANS S SHEET
4 REGARDING PHASING OF THE WORK
SPECIFIC TO PROTECTING THE EXISTING
STREAM.
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CHECK DAMS.
DISTURBED AREA = 0.08 AC < 0.5 AC --> OK
HEIGHT =1' (SEE DETAIL)
ELEV. DROP BETWEEN DAMS = I'--> OK
CHECK DAM. \
DISTURBED AREA = 0.07 AC < 0.5 AC --> OK
HEIGHT = 1' (SEE DETAIL)
ELEV. DROP BETWEEN DAMS = I'— OK
HARDWARE CLOTH 6 GRAVEL i
INLET PROTECTION: 1
DISTURBED AREA = 0.03 AC (MAX.) < 1.0 AC --> OK i �Q
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SLOPE = 2% (MAX.):
2,755 SF < 5,000 SF --> OK %
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STORAGE & MATERIAL
STORAGE AREA
EROSION CONTROL LEGEND:
x SILT FENCE
CHECK DAM
HARDWARE CLOTH &
GRAVEL INLET PROTECTION
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
HARDWARE CLOTH & GRAVEL
(AT ALL STORM INLETS):
OVERALL DRAINAGE BASIN = 0.88 AC < 1.0 AC --> OK
HECK DAMS (3):
\
\
\
6 \
194 LF SILT FENCE (DOUBLE ROW)
SLOPE = 2-5% (AVG.): \
DISTURBED AREA = 23,970 SF
FENCE CAPACITY:
7,500 SF PER 100 LF (SINGLE ROW)
--> 14,550 SF PER 194 LF (SINGLE ROW)
--> 14,500 SF x 2 = 29,100 SF (DOUBLE ROW)
29,100 SF > 23,970 SF --> OK
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DRAINAGE AREA = 0.05 AC < 0.5 AC --> OK
HEIGHT = 2' (SEE DETAIL)
ELEV. DROP BETWEEN DAMS = 2'--> OK
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WASHOUT AREA
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PROJECT NO.: 16-137
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FIELD DATE: 01.01.2016
OFFICE DATE: 08.17.2016
CHECKED BY: JCARGILE
PLOT DATE: 23.01.2017
7
0 20'
40'
SHEET
8
OF
14
PROJECT NO.: 16-137
I

STREAM PROTECTION NOTES:
1. ALL WORK IN OR ADJACENT TO STREAM
WATERS SHALL BE CONDUCTED SO THAT
THE FLOWING STREAM DOES NOT COME IN
CONTACT WITH THE DISTURBED AREA, I.E.
"IN THE DRY". (PER WATER QUALITY
CERTIFICATION NO. 3890, CONDITION #6)
(SEE "PHASING PLAN" ON SHEET 5 FOR
ADDITIONAL INFORMATION)
2. NO CONSTRUCTION ACTIVITIES THAT
INVOLVE DISTURBANCE OF THE STREAM
MAY TAKE PLACE DURING TROUT
SPAWNING SEASON (JAN. 1 - APRIL 15).
3. SEE EROSION CONTROL PLANS 6 SHEET
4 REGARDING PHASING OF THE WORK
SPECIFIC TO PROTECTING THE EXISTING
STREAM.
TOP SLAB ACCESS FILTRATION BAY
SEE FRAME AND (4'-5") (3'-7")
COVER DETAIL ALTERNATE PIPE
F LOCATION (TYP)
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OUTLET
4 INLET -- --
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-77 OUTLET
INLET BAY STORMFILTER BAY
CARTRIDGE
6" CONCRETE
WALL WIDTH 12'-0"
MAY VARY
REGIONALLY
PLAN VIEW
VAULT STYLE: INLET BAY - OUTLET BAY
CONTRACTOR TO GROUT TO
FINISHED GRADE
GRADE
RING/RISERS
INLET PIPE
PERMANENT
POOL ELEV.
FLOW SPREADER & BAFFLE
WALL (TYP OF 2)
ENERGY
DISSIPATOR
STORMFILTER DESIGN NOTES
STORMFILTER TREATMENTCAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD VAULT
STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES (11), VAULT STYLE OPTIONS INCLUDE, OUTLET BAY (11), FULL HEIGHT BAFFLE WALL
(12).
STORMFILTER 6X12 PEAK HYDRAULIC CAPACITY IS 1.6 CFS. IF THE SITE CONDITIONS EXCEED 1.6 CFS AN UPSTREAM BYPASS STRUCTURE IS
REQUIRED.
CARTRIDGE SELECTION
CARTRIDGE HEIGHT 27" 18" LOW DROP
RECOMMENDED HYDRAULIC DROP (H) 3.05' 2.3' 1.8'
SPECIFIC FLOW RATE (gpm/sf) 2 gpm/ft' 11 gpm/ft2 2 gpm/ftp
11 gpm/ft2 2 gpm/ft2 1 gpm/ft2
CARTRIDGE FLOW RATE (gpm) 22.5 11.25 15
7.5 10 5
FRAME AND COVER
(DIAMETER VARIES)
N.T.S.
SITE SPECIFIC
DATA REQUIREMENTS
STRUCTUREID
WATER QUALITY FLOW RATE (cfs)
PEAK FLOW RATE (cfs)
RETURN PERIOD OF PEAK FLOW (yrs)
# OF CARTRIDGES REQUIRED
CARTRIDGE FLOW RATE
MEDIA TYPE (CSF, PERLITE, ZPG, GAC, PHS)
6' TYPICAL
PIPE DATA: I.E. MATERIAL DIAMETER
INLET PIPE #1
INLET PIPE #2
OUTLET PIPE
FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS
UPSTREAM RIM ELEVATION
DOWNSTREAM RIM ELEVATION
LLC REPRESENTATIVE. www.ContechES.com
ANTI -FLOTATION BALLAST
WIDTH HEIGHT
STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS
NOTES/SPECIAL REQUIREMENTS:
1. PER ENGINEER OF RECORD
STEP
ILL
GENERAL NOTES
INSIDE VAULT HEIGHT
1.
CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.
6' TYPICAL
2.
DIMENSIONS MARKED WITH () ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY.
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STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS
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(H) INLET INV.
5.
STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING, ASSUMING EARTH COVER OF 0'- 5' AND GROUNDWATER ELEVATION AT, OR BELOW, THE
--- TO OUTLET INV.
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OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO
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6.
FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL
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STORMFILTER
7.
SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft).
CARTRIDGE
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INSTALLATION
NOTES
FLOW KIT OUTLET PIPE
1.
ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE
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CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER VAULT (LIFTING
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SECTION A -A
3.
CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL VAULT SECTIONS AND ASSEMBLE VAULT.
4.
CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH OUTLET PIPE INVERT WITH OUTLET BAY FLOOR.
5.
CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF.
The st'rmw ter nna"aye-
Art, s
StormFilter
CONTECH STORMFILTER DETAIL
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OFFICE DATE: 08.17.2016
CHECKED BY: JCARGILE
PLOT DATE: 23.01.2017
0 20'
40'
SHEET
9
OF
14
PROJECT NO.: 16-137
I

STREAM PROTECTION NOTES:
1. ALL WORK IN OR ADJACENT TO STREAM
WATERS SHALL BE CONDUCTED SO THAT
THE FLOWING STREAM DOES NOT COME IN
CONTACT WITH THE DISTURBED AREA, I.E.
"IN THE DRY". (PER WATER QUALITY
CERTIFICATION NO. 3890, CONDITION #6)
(SEE PHASING PLAN ON SHEET 5 FOR
ADDITIONAL INFORMATION)
2. NO CONSTRUCTION ACTIVITIES THAT
INVOLVE DISTURBANCE OF THE STREAM
MAY TAKE PLACE DURING TROUT
SPAWNING SEASON (JAN. 1 - APRIL 15).
3. SEE EROSION CONTROL PLANS S SHEET
4 REGARDING PHASING OF THE WORK
SPECIFIC TO PROTECTING THE EXISTING
STREAM. PROPOSED
GRADE (TYP.)
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2740 \ 2740
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2750
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2750
2740
2730
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2730
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2750
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2740
2730
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REVISIONS:
DRAWN BY: BBAILEY
FIELD DATE: 01.01.2016
OFFICE DATE: 08.17.2016
CHECKED BY: JCARGILE
PLOT DATE: 23.01.2017
0 20'
40'
.11111
SHEET
10
OF 14
PROJECT NO.: 16-137

STREAM PROTECTION NOTES:
1. ALL WORK IN OR ADJACENT TO STREAM
WATERS SHALL BE CONDUCTED SO THAT
THE FLOWING STREAM DOES NOT COME IN
CONTACT WITH THE DISTURBED AREA, I.E.
"IN THE DRY". (PER WATER QUALITY
CERTIFICATION NO. 3890, CONDITION #6)
(SEE "PHASING PLAN" ON SHEET 5 FOR
ADDITIONAL INFORMATION)
2. NO CONSTRUCTION ACTIVITIES THAT
INVOLVE DISTURBANCE OF THE STREAM
MAY TAKE PLACE DURING TROUT
SPAWNING SEASON (JAN. 1 - APRIL 15).
3. SEE EROSION CONTROL PLANS (S SHEET
4 REGARDING PHASING OF THE WORK
SPECIFIC TO PROTECTING THE EXISTING
STREAM.
O168 LBS./S.Y. (1-1/2") HOT BITUMINOUS CONCRETE
WEARING COURSE, NCDOT 2012 SPECIFICATIONS.
O168 LBS./S.Y. (1-1/2") HOT BITUMINOUS CONCRETE
1 2 3 4 BINDER COURSE, NCDOT 2012 SPECIFICATIONS.
O0.10 GAL./S.Y. EMULSIFIED ASPHALT OR 0.07 GAL./S.Y.
3 TACK COAT. ALL MATERIALS ARE TO BE IN ACCORDANCE
TOP 6" OF SUBGRADE IS TO BE COMPACTED TO WITH THE NCDOT 2012 SPECIFICATIONS.
100% PROCTOR DENSITY. BELOW TOP 6" IS TO 6" LAYER OF DENSE GRADED LIMESTONE BASE COURSE
BE COMPACTED TO 95% PROCTOR DENSITY AS O NCDOT 2012 SPECIFICATIONS. ALL MATERIALS SHALL BE
DETERMINED BY AASHTO T-99 COMPACTION IN ACCORDANCE WITH SECTION 1010. 100% COMPACTION REO'D.
TEST. SEE PAVEMENT NOTES FOR ADDITIONAL
INFORMATION.
STANDARD PAVEMENT SECTION
NOT TO SCALE
1 2 3 4
TOP 6" OF SUBGRADE IS TO BE COMPACTED TO
100% PROCTOR DENSITY. BELOW TOP 6" IS TO
BE COMPACTED TO 95% PROCTOR DENSITY AS
DETERMINED BY AASHTO T-99 COMPACTION
TEST. SEE PAVEMENT NOTES FOR ADDITIONAL
INFORMATION.
224 LBS./S.Y. (2") HOT BITUMINOUS CONCRETE
O1
WEARING COURSE, NCDOT 2012 SPECIFICATIONS.
O224 LBS./S.Y. (2") HOT BITUMINOUS CONCRETE
BINDER COURSE, NCDOT 2012 SPECIFICATIONS.
O0.10 GAL./S.Y. EMULSIFIED ASPHALT OR 0.07 GAL./S.Y.
TACK COAT. ALL MATERIALS ARE TO BE IN ACCORDANCE
3
WITH THE NCDOT 2012 SPECIFICATIONS.
O8" LAYER OF DENSE GRADED LIMESTONE BASE COURSE
NCDOT 2012 SPECIFICATIONS. ALL MATERIALS SHALL BE
IN ACCORDANCE WITH SECTION 1010. 100% COMPACTION REO'D.
HEAVY DUTY PAVEMENT SECTION
NOT TO SCALE
1 2 3 4
TOP 6" OF SUBGRADE IS TO BE COMPACTED TO
100% PROCTOR DENSITY. BELOW TOP 6" IS TO
BE COMPACTED TO 95% PROCTOR DENSITY AS
DETERMINED BY AASHTO T-99 COMPACTION
TEST. SEE PAVEMENT NOTES FOR ADDITIONAL
INFORMATION.
0 22 LBS./S.Y. (2") BITUMINOUS CONCRETE
SURFACE COURSE, REF. 610, S9.513, NCDOT 2012
STANDARD SPECIFICATIONS.
O336 LBS./S.Y. (3") BITUMINOUS CONCRETE
INTERMEDIATE COURSE, REF. 610, 1-19.OB, NCDOT 2012
STANDARD SPECIFICATIONS.
O0.04 - 0.08 GAL./S.Y. TACK COAT AS REO'D BY SPECS.
ALL MATERIALS ARE TO BE IN ACCORDANCE
WITH SECTION 605 OF THE NCDOT 2012 SPECIFICATIONS.
O4 10" LAYER OF CRUSHED AGGREGATE BASE COURSE PLANT MIXED SHALL
BE PLACED IN ACCORDANCE WITH SECTION 520, NCDOT 2012. ALL
MATERIALS SHALL BE IN ACCORDANCE WITH SECTION 1010.100%
COMPACTION REO'D.
NCDOT PAVEMENT SECTION (IN P.O.W.
NOT TO SCALE
"W
SEE PLANS
LIGHT BROOM STROKES
FINISH (TYP)
/ 1/4" PER FT.
a a
4
-II -
1=
SEE DETAIL 9, C1.03 FOR
EXPANSION JOINT REO'TS
NOTE: CONTRACTION JOINTS SHALL BE
SPACED AT "W" (MAX) CENTER TO
CENTER, AND SHALL BE FORMED USING
PLASTIC OR HARDBOARD PREFORMED
STRIPS (1/3 DEPTH OF SLAB) PLACED
IN THE SIDEWALK AND CURB AT THE
TIME OF CONSTRUCTION, OR BY SAWCUTTING
THE SIDEWALK AND CURB TO 1/3 DEPTH
WITHIN 12 HOURS AFTER CONSTRUCTION.
MATCH LOCATION OF JOINTS IN PAVEMENT
WHERE POSSIBLE.
4JOINT SEALING SEE PAVEMENT SECTION
�COMPOUND (TYP) FOR REQUIREMENTS.
0
illllll4
1/2" PRE -MOLDED JOINT FILLER
REO'D BETWEEN CURB 8 CONC.
PVMT. (TYP)
CONCRETE SIDEWALK 6
TURN -DOWN CURB DETAIL
NOT TO SCALE
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GENERAL NOTES
FACE OF CURB
112
LANDING
5'-0"
"LANDING" AT GRADE OF GUTTER
(NO CURB AT LANDING)
w1e]riato] Me] M•la 1.43
FACE OF CURB
SIDEWALK RAMP 111311.
NOT TO SCALE
1:12
1. THE EXPANSION JOINT IS TO BE REPLACED WHERE THE NEW RAMP OR SIDEWALK JOINS EXISTING PAVEMENT STRUCTURE.
2. EXPANSION JOINT MATERIAL TO BE IN ACCORDANCE WITH ARTICLE 832.01 AND 832.02 OF ALABAMA DEPARTMENT OF
TRANSPORTATION SPECIFICATIONS.
3. THE SUBGRADE SHALL BE FREE OF ALL ROOTS AND OTHER UNDESIRABLE MATERIALS WITH THE ROOTS CUT BACK ONE (1)
FOOT FROM FACE OF SIDEWALK.
4. RAMPS SHALL HAVE A NON-SKID SURFACE APPLIED BY BRUSHING TRANSVERSELY OR GROOVING.
5. WHERE SIDEWALKS ARE REQUIRED, THIS PLAN SHALL BE USED AT PEDESTRIAN CROSSWALKS FOR SAFE AND CONVENIENT
MOVEMENT OF THE HANDICAPPED AND PERSONS USING WHEEL CHAIRS.
6. INSTALL DETECTABLE WARNINGS (TRUNCATED DOMES) FOR A DISTANCE OF 24" FROM THE BACK OF THE CURB FOR THE
ENTIRE WIDTH OF THE RAMP OPENING SHOWN.
7. PAVERS SHALL MEET ASTM C 902 CLASS SX, TYPE I, OR C 936, OR C 1272 TYPE R.
8. PAVERS WILL BE LAID ON TOP OF A 4" CONCRETE BASE. SETTING BED AND JOINTS TO BE MORTARED IN ACCORDANCE
WITH MANUFACTURER'S INSTRUCTIONS, OR WITH A MAXIMUM 1/2 " THICK BED OF LATEX MODIFIED CEMENT MORTAR.
MORTAR JOINTS TO A WIDTH OF 3/8 ". PAVERS SHALL NOT BE DIRECTLY TOUCHING EACH OTHER UNLESS THAY HAVE
SPACING BARS.
9. MORTARED JOINTS ARE TO BE FLUSH WITH THE TOP SURFACE AND STRUCK SO AS TO GIVE A SMOOTH SURFACE. PAVERS
SHALL BE LAID SUCH THAT JOINTS ARE LEVEL WITH ADJOINING JOINTS SO AS TO PROVIDE A SMOOTH TRANSITION FROM
BRICK TO BRICK AND BRICK TO CONCRETE SURFACE.
10. THE SURFACE OF ANY TWO ADJACENT UNITS SHOULD NOT DIFFER BY MORE THAN 1/8 " IN HEIGHT. BRICKS SHALL BE
PLACED IN A HERRINGBONE PATTERN WHERE FEASIBLE. IN ALL CASES, THE PATTERN OF THE DOMES IS TO BE MAINTAINED
PER ADA REQUIREMENTS. FACE OF ALL BRICK SHALL BE CLEAN OF CEMENT AND PROTECTED SO AS TO AVOID CHIPPING
DURING CONSTRUCTION.1LEXPANSION JOINTS SHALL BE PROVIDED IN THE CURB RAMP AS EXTENSIONS OF WALK JOINTS
FOR A NEW CONCRETE WALK. A 1/2 " EXPANSION JOINT FILLER SHALL BE PROVIDED AROUND THE EDGE OF RAMPS BUILT
IN EXISTING CONCRETE WALKS. LINES SHOWN ON THIS DRAWING INDICATE THE RAMP EDGE AND SLOPE CHANGES AND
ARE NOT NECESSARILY JOINT LINES.
HICAP RAMP DETAILS
NOT TO SCALE
COMPOUND (TYP)
NOTE: SPACE EXPANSION JOINTS AT
50' MAX., AND AT ALL LOCATIONS
WHERE CURB OR SIDEWALK
TERMINATES AGAINST A RIGID OBJECT.
1,
-E -MOLDED JOINT FILLER
REO'D BETWEEN CURB & CONC. PVMT. (TYP)
SIDEWALK B CURB
EXPANSION JOINT DETAIL
NOT TO SCALE
HANDICAPPED
_0
PARKING ONLY
+6
MAXIMUM
FINE $300
+51-011
ELEVATION ABOVE
FINISHED PVMT. (TYP)
H'CAP SIGN DETAIL
18"x18" SIGN
WHITE H'CAP SYMBOL
BLUE BACKGROUND
1" HIGH WHITE
LETTERS (TYP)
18"x8" SIGN
BLUE BACKGROUND
SET SIGN POST IN CONCRETE (TYP)
TO A MINIMUM DEPTH OF 3-0". USE
"U -TYPE" FLANGED STEEL SECTIONS FOR
FOR SIGN POST (PER ALDOT SPEC'S).
FABRICATE SIGN PANELS OF 16 GA.
OR .063 ALUMINUM.
ACCEPTABLE MANUFACTURERS AND PRODUCTS ARE:
1) WHITACRE-GREER FIREPROOFING COMPANY, 1400 S. MAHONING AVE,
ALLIANCE, OH, 44601, ADA PAVER, 4" X 8" X 2-1/4", CLEAR RED
(RUSTIC) #30
2) HANOVER ARCHITECTURAL PRODUCTS, 240 BENDER ROAD, HANOVER, PA
17331, DETECTABLE WARNING PAVER, 4" X 8" X 2", RED OR QUARRY RED.
3) PAVESTONE COMPANY, 7322 BONNYSHIRE DRIVE, CHATTANOOGA, TENNESSEE,
DETECTABLE WARNING PAVER, 4" X 8" X 2-3/8", RED
DESIGN SPECIFICATIONS FOR DETECTABLE (TRUNCATED) WARNINGS
THE DETECTABLE WARNING IS DEFINED AS "A STANDARDIZED SURFACE FEATURE BUILT IN OR APPLIED TO THE
WALKING SURFACE OR OTHER ELEMENTS TO WARN VISUALLY IMPAIRED PEOPLE OF HAZARDS ON A CIRCULATION
PATH".
ALL DETECTABLE WARNINGS SHALL BE IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT OF 1990
ACCESSIBILITY GUIDELINES (ADAAG) AS DETAILED IN 28 CFR PART 36. DETECTABLE WARNINGS SHALL CONSIST OF
RAISED TRUNCATED DOMES WITH A:
- BOTTOM DIAMETER OF 23 MM (0.9 IN);
- TOP DIAMETER OF 10 MM (0.4 IN);
- HEIGHT OF 5 MM (0.2 IN);
- CENTER -TO -CENTER SPACING OF 60 MM (2.35 IN);
- THE COLOR OF THE DETECTABLE WARNING SHOULD CONTRAST VISUALLY WITH ADJOINING SURFACES; EITHER
LIGHT ON DARK OR DARK ON LIGHT. THE MATERIAL USED TO PROVIDE CONTRAST SHOULD CONTRAST BY
AT LEAST 70 PERCENT.
DETECTABLE WARNINGS SHALL BE LAID OUT ON A TRIANGULAR GRID OR A SQUARE GRID (PARALLEL ALIGNMENT).
WHEN INSTALLED ON CURB RAMPS, ONLY THE LOWER 610 MM (2 FT) OF THE ENTIRE CURB RAMP WIDTH SHALL BE
COVERED (EXCLUDING THE FLARED SIDES) RATHER THAN THE ENTIRE LENGTH OF THE RAMP TO MAXIMIZE THE
DETECTABILITY AND TO MINIMIZE THE NEGATIVE IMPACT ON PEOPLE WHO RELY ON WHEELED DEVICES FOR
MOBILITY. THE DETECTABLE WARNINGS SHALL BE INSTALLED SUCH THAT THE EDGE NEAREST THE CURB LINE IS
152 MM TO 200 MM (6 IN TO 8 IN) BEHIND THE CURB LINE.
1
PROJECT NO.: 16-137
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REVISIONS:
DRAWN BY: BBAILEY
FIELD DATE: 01.01.2016
OFFICE DATE: 08.17.2016
CHECKED BY: JCARGILE
PLOT DATE: 23.01.2017
NO SCALE
SHEET
11
OF
14
PROJECT NO.: 16-137
s

STREAM PROTECTION NOTES:
1. ALL WORK IN OR ADJACENT TO STREAM
WATERS SHALL BE CONDUCTED SO THAT
THE FLOWING STREAM DOES NOT COME IN
CONTACT WITH THE DISTURBED AREA, I.E.
"IN THE DRY". (PER WATER QUALITY
CERTIFICATION NO. 3890, CONDITION #6)
(SEE "PHASING PLAN" ON SHEET 5 FOR
ADDITIONAL INFORMATION)
2. NO CONSTRUCTION ACTIVITIES THAT
INVOLVE DISTURBANCE OF THE STREAM
MAY TAKE PLACE DURING TROUT
SPAWNING SEASON (JAN. 1 - APRIL 15).
3. SEE EROSION CONTROL PLANS 8 SHEET
4 REGARDING PHASING OF THE WORK
SPECIFIC TO PROTECTING THE EXISTING
STREAM.
8' max. standard strength fabric with wire fence
6' max. extra strength fabric without wire fence
Steel
post
Wire
18 24
fence
1
Plastic or
ire ties
Natural
ground
8" down & 4"
forward along
24" the trench
24"
Filter
fabric
Wire
fenc
Cross -Section
View
Filter
Steel fabric Backfill trench Natural
post and compact ground
thoroughly
• ••6•• ••: •
m •min • • Upsl�
m
0mmm••mm•
8„
. m •. • m • min
6660• ••
6 6 6.666 •m
6••66 •.
SEDIMENT (SILT) FENCE
NOT TO SCALE
NOTE: ALL EROSION CONTROL
DETAILS ARE TAKEN FROM E
SHOULD BE INSTALLED IN
ACCORDANCE WITH THE
NCDEO EROSION E SEDIMENT
CONTROL PLANNING E DESIGN
MANUAL (REVISED MAY 2013).
1.5' min.
9" min
12 of NCDOT #5 or #57
washed stone
14K
Class B Riprap
Filter Cloth _. 4
I-Ilter Cloth
Plan View
• 1.5'
,v
— 2 max. at
�t J center
i
4' to 6'
Cross -Section View
L = The distance such that points
A and B are of equal elevation
Figure 6.83a Space check dams in a channel so that the crest of downstream dam is at elevation of the toe of upstream dam.
CHECK DAM
NOT TO SCALE
MOUND BACKFILL
TO ALLOW FOR
SETTLEMENT
SLOPE AS REQUIRED
O MEET OSHA REGULATIONS
VT .. \
COMPACTED SOIL IN 12 INCH
LAYERS TO 85% STANDARD
PROCTOR DENSITY.
COMPACT THIS PORTION OF TRENCH
WITH HAND HELD MECHANICAL TAMPERS
ALDOT NO. 78
STONE OR SELECT
BACKFILL FROM
EXCAVATION.
WORK MATERIAL AROUND PIPE.
z
STORM SEWER IN NON -TRAFFIC AREAS
FINISHED PAVEMENT
° O V A A
IN
A " °
A o d °
a a ° A A
d dd
d
a
4
4
d d
a
ASPHALT PAVING
• DENSE GRADED BASE
MATERIAL AS REQ'D
BY STREET SECTION
DENSE GRADED BASE
ALDOT NO, 78
CRUSHED STONE
z
P-0" I BELL DIA. I 1'-0"
I MIN. T OF PIPE T MIN.
METHOD "B" STORM SEWERS IN PROPOSED
TRAFFIC AREAS OR WITHIN STREET RIGHTS-OF-WAY
STORM SEWER PIPE BEDDING
NOT TO SCALE
PERMEABLE
a GE07M E
a FABRIC
_= o
PLYWOOD
PAINTED
WHITE
LAG SCREWS ;WA
RETELETTERSSECTION A -A WAS
NOT TO SCALE WOOD POST
0
0
0
C
O O O
PLAN VIEW
NOT TO SCALE
TYPE "BELOW GRADE"
0
0
0
0
ST EARTHEN PERMEABLECRL1 GEOTDrRLE
FABRIC
CONCRETE WASHOUT
Lu
a
SIGN (OR EQUIVALENT)
A
B
J
L
NCDOT #5 or #57
washed stone
NCDOT #5 or #57
washed stone -
MDTE�
1. ACTUAL LAYOUT DETERMINED IN THE FIELD.
2 SIGNAGE IDEN71FYING THE CONCRETE
WASHOUT AREA SHALL BE INSTALLED WITHIN
5FT.OF THE WASHOUT FACILITY.
EROSION CONTROL PLAN LEGEND = I. -ITE WASHOUT
CONCRETE WASHOUT
NOT TO SCALE
NOT TO SCALE
PERMEABLE \ J
H.`EOIEXBLE
FABRIC a
VARIABLE
PLAN VIEW
NOT TO SCALE
TYPE "ABOVE GRADE"
WITH EATHERN BERMS
4' max---
3 - 19-guage hardware cloth
------------------------- - (4 mesh openings)
T T
'
2'
fi =1 16"
2'
filtered
HARDWARE CLOTH 6
GRAVEL INLET PROTECTION
NOT TO SCALE
2-3 "
coarse aggregate
'•J
TEMPORARY
CONSTRUCTION ENTRANCE
NOT TO SCALE
J
1
PROJECT NO.: 16-137
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REVISIONS:
DRAWN BY: BBAILEY
FIELD DATE: 01.01.2016
OFFICE DATE: 08.17.2016
CHECKED BY: JCARGILE
PLOT DATE: 23.01.2017
NO SCALE
SHEET
12
OF
14
PROJECT NO.: 16-137

STREAM PROTECTION NOTES:
1. ALL WORK IN OR ADJACENT TO STREAM
WATERS SHALL BE CONDUCTED SO THAT
THE FLOWING STREAM DOES NOT COME IN
CONTACT WITH THE DISTURBED AREA, I.E.
"IN THE DRY". (PER WATER QUALITY
CERTIFICATION NO. 3890, CONDITION #6)
(SEE "PHASING PLAN" ON SHEET 5 FOR
ADDITIONAL INFORMATION)
2. NO CONSTRUCTION ACTIVITIES THAT
INVOLVE DISTURBANCE OF THE STREAM
MAY TAKE PLACE DURING TROUT
SPAWNING SEASON (JAN. 1 - APRIL 15).
3. SEE EROSION CONTROL PLANS 6 SHEET
4 REGARDING PHASING OF THE WORK
SPECIFIC TO PROTECTING THE EXISTING
STREAM.
#3 BAR CONT. AROUND
OUTSIDE OF BELL (TYP.)
.K,_ #3
12" O.C.
J'- #3 BARS ® 1,
4'-6"
MODEL V-7394 PEDESTRIAN SAFE
TRENCH FRAME & GRATE AS
MANUFACTURED BY "EAST JORDAN
IRON WORKS, INC." (1-800-874-4100)
OR APPROVED EQUAL. INSTALL PER
MANUFACTURER'S RECOMENDATIONS.
�To
4" MIN.
3000 PSI
CONCRETE
"SAW -CUT" EXISTING
SIDEWALK 8 INSTALL
1/2" PRE -MOLDED JOINT
FILLER BETWEEN TRENCH
DRAIN 6 EXIST. WALK
TRENCH GRATE SECTION
NOT TO SCALE
2'-6"
PIPE I.D.
<=
_j
0}
�v
B
W
12"
I
3-0"
L_
END ELEVATION
8'-0"
UP VERT. INTO WINGS
8'-6"
PLAN
6"
#3 BAR CONT. AROUND
�OUTSIDE OF BELL (TYP.)
'K'- #3 BARS -
® 12" O.C.
#3 BAR
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_ I
#3 BARS ® 12" O.C. v 0-
3'-0" 3'-0"
CROSS SECTION
CONCRETE HEADWALL DETAIL - 42'' PIPE
NOT TO SCALE
2-#4 JARS �
(TYP)
A I�
18"
CONCRETE APRON REQ'D AT
THROAT OPENINGS ONLY
(SEE CONSTRUCTION PLANS
FOR APRON LOCATIONS)
MATCH GRADE (TYP)
#5's 0 12" O.C.
EACH WAY
#5's 0 8" O.C.
EACH WAY
NOTES
m
0000
1-002
00
00
/
i000
94 BARS 0 4"
O.C. EACH WAY
B (3MIN.)
A
PLAN
SECTION "A" -"A"
1. ALL CONCRETE SHALL BE CLASS "A" AND SHALL
DEVELOP A MINIMUM COMPRESSIVE STRENGTH
OF 3000 PSI IN 28 DAYS.
2. REINFORCING SHALL BE INTERMEDIATE GRADE (GRADE 60)
DEFORMED BARS AND SHALL CONFORM TO THE
REQUIREMENTS OF THE STANDARD SPECIFICATIONS
FOR BILLET STEEL CONCRETE REINFORCEMENT
BARS, ASTM A-15 AND DEFORMATIONS CONFORMING
TO ASTM A-305.
3. STEPS ARE REQUIRED ON ALL INLET BOXES
WHEN DIMENSION FROM BOTTOM SLAB FLOW LINE
TO TOP OF TOP SLAB IS GREATER THAN 4-0".
4. WHEN BRICK CONSTRUCTION IS USED, WALLS SHALL BE 8"
BRICK WHEN H < 5', USE 12" BRICK WHEN H > 5'. WITH
1/2" THICK MORTAR ON BOTH SIDES.
CONCRETE APRON REQ'D AT
THROAT OPENINGS ONLY
(SEE CONSTRUCTION PLANS
FOR APRON LOCATIONS)
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INLET DIMENSIONS
PIPE I.D.
A
B
W
12"
4-4"
3-0"
5'-4"
15"
4'-4"
3'-0"
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4-0"
6'-4"
36"
5'-10"
4-6"
6'-10"
OPEN THROAT INLET
NOT TO SCALE
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(SEE CONSTRUCTION PLANS
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5
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THIS CALCULATED WIDTH IS
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NOTE: FOR JUNCTION BOX
ONLY, OMIT CONCRETE APRONS
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2'-6"x6" OPENING
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SECTION A -A
NOTES
1. ALL CONCRETE SHALL BE CLASS "A" AND SHALL
DEVELOP A MINIMUM COMPRESSIVE STRENGTH
OF 3000 PSI IN 28 DAYS.
2. REINFORCING SHALL BE INTERMEDIATE GRADE (GRADE 60)
DEFORMED BARS AND SHALL CONFORM TO THE
REQUIREMENTS OF THE STANDARD SPECIFICATIONS
FOR BILLET STEEL CONCRETE REINFORCEMENT
BARS, ASTM A-15 AND DEFORMATIONS CONFORMING
TO ASTM A-305.
3. STEPS ARE REQUIRED ON ALL INLET BOXES
WHEN DIMENSION FROM BOTTOM SLAB FLOW LINE
TO TOP OF TOP SLAB IS GREATER THAN 4-0".
JUNCTION BOX/OPEN THROAT INLET
DETAIL FOR 27'' TO 60'' PIPES
NOT TO SCALE
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FIELD DATE: 01.01.2016
OFFICE DATE: 08.17.2016
CHECKED BY: JCARGILE
PLOT DATE: 23.01.2017
NO SCALE
SHEET
13
OF
14
PROJECT NO.: 16-137

STREAM PROTECTION NOTES:
1. ALL WORK IN OR ADJACENT TO STREAM
WATERS SHALL BE CONDUCTED SO THAT
THE FLOWING STREAM DOES NOT COME If
CONTACT WITH THE DISTURBED AREA, I.E.
"IN THE DRY". (PER WATER QUALITY
CERTIFICATION NO. 3890, CONDITION 96)
(SEE "PHASING PLAN" ON SHEET 5 FOR
ADDITIONAL INFORMATION)
2. NO CONSTRUCTION ACTIVITIES THAT
INVOLVE DISTURBANCE OF THE STREAM
MAY TAKE PLACE DURING TROUT
SPAWNING SEASON (JAN. 1 - APRIL 15).
3. SEE EROSION CONTROL PLANS 6 SHEET
4 REGARDING PHASING OF THE WORK
SPECIFIC TO PROTECTING THE EXISTING
STREAM.
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PLANT SCHEDULE
TREES
SHRUBS
OTY BOTANICAL NAME / OOMMON NAME
Darya r_ordiformis / Bitternut Hir_kory
r,ONT OAL SIZE
B $ B 8'611'H7
QTY BOTAN I GAL NAME / GOMMON NAME SIZE
I Galycanthus fIoridus / Sweet Shrub 5 gal
1� Ilex vertiGillata / Knterberry 5 gal
� Sambur-us nigra / Common E Iderborry 5 gal
NOTE: LANDSCAPE PLANT
MATERIALS WERE SELECTED
FROM THE MOUNTAIN RIPARIAN
SPECIES DOCUMENT FOUND
AT NC STATE UNIVERSITY
STREAM RESTORATION
PROGRAM AND THE NCDEO -
DIVISION OF WATER
RESOURCES - ASHEVILLE
REGIONAL OFFICE.
NOTE: ONLY THE INFORMATION
SHOWN ON THIS SHEET MAY
BE CONSTRUCTED DURING
TROUT SPAWNING SEASON
(JAN. 1 - APRIL 15) TO AVOID
STREAM DISTURBANCE
NOTE: PHASE II 6 PHASE III
WORK IS TO BE PERFORMED
ONLY WHEN THERE IS NO RAIN
FORECASTED WITHIN 5 DAYS OF
COMMENCEMENT OF THE WORK
& THERE IS NO VISIBLE EVIDENCE
OF FLOW IN THE STREAM. ALL
WORK SHALL BE COMPLETED 6
STABILIZED 24 HOURS MIN.
PRIOR TO FORECASTED RAIN.
(PER 15A NCAC 04B.0105)
HT
24'' min.
18" min.
1
PROJECT NO.: 16-137
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FIELD DATE: 01.01.2016
OFFICE DATE: 08.17.2016
CHECKED BY: JCARGILE
PLOT DATE: 23.01.2017
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SHEET
14
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PROJECT NO.: 16-137
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