SW1231201_Plansheet - Other_20240325

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STATE FISH HATCHERY RENOVATIONw
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SCO PROJECT # 19 20324 � 02A U)
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TRANSYLVANIA COUNTY , NORTH CAROLINA
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® 55 Broad Street o��oFESSioN�i'L
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NC Firm License # C-0459
FOR REVIEW
mcgillassociates.com ONLY
D EC E M B E R 2023 1 1/24/2024 BC CONSTRUCTION DOCUMENTS SUBMITTAL #2
2 3/14/2024 NC PER STORMWATER PERMIT COMMENTS
NO. DATE BY DESCRIPTION

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SCHEDULE OF DRAWINGS
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G-001 . . . . . COVER SHEET -210 . . . . . WATER LINE F PLAN - PROFILE I A204 . . . . . RACEWAY ELEVATIONS S9.2 . . . . . . NEW METAL BUILDING FOUNDATION DETAILS
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G-002 . . . . . SHEET INDEX C 11 . . . . . WATER LINE F PLAN - PROFILE II 205. . . . . BROODSTOCK ELEVATIONS M-001. . . . . MECHANICAL LEGEND, NOTES, AND DETAILS =
G-003 . . . . . GENERAL NOTES AND LEGENDS C-2 . . . . . MAIN DRAIN LINE PLAN - PROFILE I A 6 . . . . . GARAGE ELEVATIONS ME-101. . . . EXISTING OVERALL MECHANICAL SITE PLAN
G-004 . . . . . GENERAL NOTES AND LEGENDS C-213 . . . . MAIN DRAIN LINE PLAN - PROFILE II A207 . . . . . SETZER BATHROOM BUILDING ELEVATIONS M-101. . . . . OVERALL MECHANICAL SITE PLAN IMPROVEMENTS Q
G-005 . . . . . GENERAL NOTES AND LEGENDS C-214 . . . . . RACEWAY A-D DRAIN LINES PLAN - PROFILE A301 . . . HATCHERY BUILDING SECTIONS M-301. . . . . HATCHERY BUILDING - MECHANICAL PLANS
PROCESS SCHEMATIC - DAVIDSON INTAKE, BROODSTOCK AND PRODUCTION RA C-215 . . . RACEWAY E-H DRAIN LINES PLAN - PROFILE A302 . . . . . ACEWAY SECTIONS M-302. . . . . PRODUCTION WELL A MECHANICAL IMPROVEMENTS w
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G-007 . . . . . PROC ATIC - EFFLUENT RECIRCULATION OPERATIO C-216 . . . . . ACEWAY I DRAIN, RACEWAY DRAIN TO PUMP STATION PLAN - PROFILE A302.2 . . . R EWAY SECTIONS M-801. . . . . BATHROOM BUILDING - MECHANICAL PLANS
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G-008 . . . . . PROCESS SCHEMATIC - P N RAC ASS C-217 . . . . . P MP STATION TO DAM PLAN - PROFILE I A302.3 . . . RAC WAY SECTIONS M-901. . . . . MECHANICAL DETAILS r
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G-009 . . . . . PROCESS SCHEMATIC - CREEK IN TREATMENT SYSTEM C-218 . . . . . PU P STATION TO DAM PLAN - PROFILE II A302.4 . . . RACE Y SECTIONS M-902. . . . . MECHANICAL DETAILS o
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G-010 . . . . . PRO EMATIC -WASTE TREATMENT SYSTEM C-219 . . . . . PUM STATION TO DAM PLAN - PROFILE III A302.5 . . . RACEWA SECTIONS M-950. . . . . MECHANICAL SCHEDULES z
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. . . . . PROCESS SCHEMATIC - INCUBATOR TRAYS AND REARING TANKS C-220 . . . . . SEWE TO SEPTIC TANK PLAN - PROFILES A303 . . . . . BROODSTO SECTIONS M-951. . . . . MECHANICAL SCHEDULES in
CE-101 . . . OVERALL EXISTING CONDITIONS PLAN C-221 . . . . . WASTE EATMENT DRAIN PLAN - PROFILES A304 . . . . . GARAGE SECT NS &WALL SECTION CW-101 . . . CHILLED WELL WATER ENLARGED PLAN AND P CESS SCHEMATIC
CD-101 . . . OVERALL DEMOLITION PLAN C-222 . . . . . PROCESS D DOMESTIC WELL SYSTEM YARD PIPING A305 . . . . . SETZER BATHRO BUILDING SECTIONS CW-102 . . . CHILLED WELL WATER DETAILS AND SCHED ES °
CD-102 . . . GROGAN CREEK INTAKE DEMOLITION PLAN SHEETS NOT INCLUDED AS C-300 . . . . . HATCHERY B ILDING REARING TANK AND PROCESS DRAIN PLAN A401 . . . . . HATCHERY BUILDIN WALL SECTIONS E-001 . . . . . ELECTRICAL LEGEND, NOTES, SCHEDULE , AND ABBREVIATIONS 0
CD-103 . . . GROGAN CREEK INTAKE ACCESS ROAD DEMOLITION PLAN PART OF THIS SUBMITTAL C-301 . . . . . HATCHERY BU DING REARING TANK PLAN AND SECTION A402 . . . . . HATCHERY BUILDING LL SECTIONS EE-101. . . . EXISTING OVERALL ELECTRICAL SITE PAN o
CD-104 . . . DAVIDSON RIVER INTAKE DEMOLITION PLAN C-302 . . . . . HATCHERY BUIL NG INCUBATOR PIPING LAYOUT PLAN A403 . . . . . RACEWAY WALL SECTIO E-101. . . . . OVERALL ELECTRICAL SITE PLAN IM OVEMENTS w
CD-105 . . . BROODSTOCK RACEWAYS & HATCHERY BUILDING (WEST) DEMOLITION PLAN C-303 . . . . . HATCHERY BUILDI G REARING TANK AND INCUBATOR TRAY ECTIONS A405 . . . . . SETZER BATHROOM BUILDI WALL SECTIONS E-102. . . . . INTAKE ELECTRICAL SITE PLANS u1j
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CD-106 . . . BROODSTOCK RACEWAYS & HATCHERY BUILDING (EAST) DEMOLITION PLAN C-304 . . . . . HATCHERY BUILDIN GROGAN TREATMENT SYSTEM PLA A501 . . . . . HATCHERY BUILDING WALL D ILS E-103. . . . . HATCHERY BUILDING AND BRO STOCK RACEWAYS ELECTRICAL SITE PLAN o
CD-107 . . . PRODUCTION RACEWAY DEMOLITION PLAN 1 OF 2 C-305 . . . . . HATCHERY BUILDING OGAN TREATMENT SYSTEM SE IONS A-A AND B-B A502 . . . . . HATCHERY BUILDING FLOOR PLA DETAILS E-104. . . . . PRODUCTION RACEWAY EL TRICAL SITE PLAN 1 OF 2 3:
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CD-108 . . . PRODUCTION RACEWAY DEMOLITION PLAN 2 OF 2 C-306 . . . . . HATCHERY BUILDING G GAN TREATMENT SYSTEM S CTIONS C-C AND D-D A503 . . . . . HATCHERY BUILDING INTERIOR DE ILS E-105. . . . . PRODUCTION RACEWAY ECTRICAL SITE PLAN 2 OF 2 z
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CD-109 . . . PARKING LOT AREA DEMOLITION PLAN C-307 . . . . . HATCHERY REUSE PUMP TATION A504 . . . . . SETZER BATHROOM BUILDING FLOOR LAN DETAILS E-106. . . . . ELECTRICAL SITE PLA o
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C-101 . . . . . OVERALL SITE PLAN AND SHEET INDEX PLAN C-308 . . . . . PRODUCTION WELL A AND B MPROVEMENTS PLA AND SECTIONS A505 . . . . . SETZER BATHROOM BUILDING WINDOW OOR DETAIL E-301. . . . . HATCHERY BUILDIN ELECTRICAL PLANS
C-102 . . . . . GROGAN CREEK INTAKE SITE PLAN C-400 . . . . . SPLITTER BOX PLAN AND SEC IONS A506 . . . . . SETZER BATHROOM BUILDING DETAILS E-302. . . . . HATCHERY BUILD G LIGHTING PLANS
C-103 . . . . . GROGAN DRIVE SITE PLAN C-401 . . . . . BROODSTOCK RACEWAY PLAN A507 . . . . . RACEWAY ROOF DETAILS E-303. . . . . HATCHERY BU ING ENLARGED ELECTRICAL PLAN
C-104 . . . . .HATCHERY BUILDING AND BROODSTOCK RACEWAYS SITE PLAN C-402 . . . . . BROODSTOCK RACEWAY SECTIO A508 . . . . . RACEWAY DETAILS E-304. . . . . HATCHERY USE PUMP STATION AND WELL "B" ELECTRICAL IMPROVEMENTS
C-105 . . . . . BROODSTOCK RACEWAYS & HATCHERY BUILDING (WEST) SITE PLAN C-403 . . . . . EQUALIZATION BASIN PLAN AND SE TIONS A601 . . . . . HATCHERY BUILDING RCP E-305. . . . . WELL "A" LECTRICAL IMPROVEMENTS
C-106 . . . . . BROODSTOCK RACEWAYS & HATCHERY BUILDING (EAST) SITE PLAN C-404 . . . . . PRODUCTION RACEWAY A-B PLAN A602 . . . . . RACEWAY REFLECTED CEILING PLAN, LEFT E-401. . . . . BROO TOCK RACEWAY ELECTRICAL PLAN
C-107 . . . . . PRODUCTION RACEWAY SITE PLAN 1 OF 2 C-405 . . . . . PRODUCTION RACEWAY C-D PLAN A603 . . . . . RACEWAY REFLECTED CEILING PLAN, RIGHT E-402. . . . . EQ LIZATION BASIN ELECTRICAL PLAN
C-108 . . . . . PRODUCTION RACEWAY SITE PLAN 2 OF 2 C-406 . . . . . PRODUCTION RACEWAY E-F PLAN A701 . . . . . HATCHERY BUILDING ROOF PLAN E-403. . . . . P ODUCTION RACEWAY ELECTRICAL PLAN - LEFT
C-109 . . . . . PARKING LOT AREA SITE PLAN C-407 . . . . . PRODUCTION RACEWAY G-H PLAN A702 . . . . . RACEWAY ROOF PLAN E-404. . . . PRODUCTION RACEWAY ELECTRICAL PLAN - RIGHT
C-110 . . . . . OVERALL GRADING PLAN C-408 . . . . . PRODUCTION RACEWAY I PLAN A703 . . . . . RACEWAY ROOF PLAN E-501. . . . DAVIDSON RIVER INTAKE IMPROVEMENTS ELECTRICAL PLAN
C-111 . . . . . INTAKE GRADING PLAN C-409 . . . . . PRODUCTION RACEWAY A-D S TIONS A704 . . . . . BROODSTOCK ROOF PLAN E-60 . . . . . GROGAN CREEK INTAKE IMPROVEMENTS ELECTRICAL PLAN
C-112 . . . . .HATCHERY BUILDING AND GARAGE C-410 . . . . . PRODUCTION RACEWAY E-H CTIONS S0.1 . . . . . . HATCHERY BUILDING STRUCTURAL NOTES E- 1. . . . . WASTE WET WELL & PUMP STATION ELECTRICAL PLAN
C-113 . . . . . PRODUCTION RACEWAY GRADING PLAN AND PROFILE 1 OF 2 C-411 . . . . . PRODUCTION RACEWAY I S CTION S0.2 . . . . . . TYPICAL FOUNDATION DETAILS -702. . . . . EFFLUENT RECIRCULATION PUMP STATION ELECTRICAL PLAN
C-114 . . . . . PRODUCTION RACEWAY GRADING PLAN AND PROFILE 2 OF 2 C-412 . . . . . BROODSTOCK AND PROD CTION RACEWAY DETAILS S0.3 . . . . . . TYPICAL FOUNDATION DETAILS E-801. . . . . GARAGE BUILDING ELECTRICAL PLAN
C-115 . . . . . BROODSTOCK RACEWAY GRADING PLAN AND PROFILE C-500 . . . . . DAVIDSON RIVER INTAK EXISTING PLAN AND SECTIO S1.1 . . . . . . HATCHERY BUILDING FOUNDATION PLAN E-802. . . . . BATHROOM BUILDING ELECTRICAL PLANS
C-116 . . . . . PARKING LOT GRADING PLAN C-501 . . . . . DAVIDSON RIVER INT E IMPROVEMENTS SECTIONS S1.2 . . . . . . HATCHERY BUILDING MEZZANINE LEVEL FRAMING PLAN E-901. . . . . ELECTRICAL DETAILS
C-117 . . . . . EFFLUENT TREATMENT AND OUTDOOR CLASSROOM GRADING PLAN C-502 . . . . . DAVIDSON RIVER IN AKE IMPROVEMENTS PLAN AND SECT N S1.3 . . . . . . HATCHERY BUILDING ROOF FRAMING PLAN E-902. . . . . ELECTRICAL DETAILS
C-118 . . . . . OVERALL EROSION CONTROL PLAN C-600 . . . . . GROGAN CREEK I AKE EXISTING PLAN AND SECTIONS S1.4 . . . . . . HATCHERY BUILDING ROOF TRUSSES E-903. . . . . ELECTRICAL DETAILS
C-119 . . . . . GROGAN CREEK INTAKE EROSION CONTROL PLAN C-601 . . . . . GROGAN CREE NTAKE IMPROVEMENTS SECTIONS S1.5 . . . . . . HATCHERY BUILDING ROOF GIRDER TRUSS E-904. . . . . ELECTRICAL DETAILS
C-120 . . . . . GROGAN CREEK INTAKE ACCESS ROAD EROSION CONTROL PLAN C-602 . . . . . GROGAN CRE INTAKE IMPROVEMENTS PLAN AND SECTION S1.6 . . . . . . HATCHERY BUILDING ROOF TRUSSES E-950. . . . . POWER RISER DIAGRAM - DEMOLITION
C-121 . . . . . DAVIDSON RIVER INTAKE EROSION CONTROL PLAN CD-700 . . . . EXISTING E LUENT RECIRCULATION PUMP STATION DEMOLITIO S1.7 . . . . . . HATCHERY BUILDING ROOF TRUSS CONNECTION DETAILS E-951. . . . . POWER RISER DIAGRAM - DEMOLITION
C-122 . . . . . BROODSTOCK RACEWAY AND HATCHERY BUILDING (WEST) EROSION CONTROL PLAN C-700 . . . . . WASTE D ATERING CONTAINERS PLAN AND SECTIONS S1.8 . . . . . . HATCHERY BUILDING ROOF TRUSS CONNECTION DETAILS E-952. . . . . POWER RISER DIAGRAM - IMPROVEMENTS
C-123 . . . . .HATCHERY BUILDING (EAST) EROSION CONTROL PLAN C-701 . . . . . WASTE T WELL& PUMP STATION PLAN AND SECTION S2.0 . . . . . . RACEWAY& BROODSTOCK STRUCTURAL NOTES E-953. . . . . POWER RISER DIAGRAM - IMPROVEMENTS
C-124 . . . . . PRODUCTION RACEWAY- PHASE 1 EROSION CONTROL PLAN 1 OF 2 C-702 . . . . . EFFLU T RECIRCULATION PUMP STATION PLAN AND SECTION S2.1 . . . . . . MAIN RACEWAY FOUNDATION PLAN E-954. . . . . TELECOMMUNICATION RISER DIAGRAM - DEMOLITION
C-125 . . . . . PRODUCTION RACEWAY- PHASE 1 EROSION CONTROL PLAN 2 OF 2 C-900 . . . . . MIS C LLANEOUS WATER DETAILS S2.2 . . . . . . MAIN RACEWAY ROOF FRAMING PLAN E-955. . . . . TELECOMMUNICATIONS RISER DIAGRAM - IMPROVEMENTS
C-126 . . . . . PARKING AREA- PHASE 1 EROSION CONTROL PLAN C-901 . . . . . MI ELLANEOUS WATER DETAILS S2.3 . . . . . . MAIN RACEWAY BUILDING SECTIONS 956. . . . . CONTROL ONE-LINES
C-127. . . . . PRODUCTION RACEWAY- PHASE 2 EROSION CONTROL PLAN 1 OF 2 C-902 . . . . . SCELLANEOUS WATER DETAILS S2.4 . . . . . . MAIN RACEWAY BUILDING SECTIONS E-9 . . . . . CONTROL ONE-LINES
C-128 . . . . . PRODUCTION RACEWAY- PHASE 2 EROSION CONTROL PLAN 2 OF 2 C-903 . . . . ISCELLANEOUS WATER DETAILS S2.5 . . . . . . SECTIONS & DETAILS E-958. . . . . RISER DIAGRAMS
C-129 . . . . . PARKING AREA- PHASE 2 EROSION CONTROL PLAN C-904 . . . . . MISCELLANEOUS WATER DETAILS S2.6 . . . . . . SECTIONS & DETAILS E-959. . . . ELECTRICAL SCHEDULES
C-130 . . . . . EROSION CONTROL DETAILS C-905 . . . . . MISCELLANEOUS WATER DETAILS S2.7 . . . . . . SECTIONS & DETAILS E-960. . . . . LECTRICAL SCHEDULES
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C-131 . . . . . EROSION CONTROL DETAILS C-90 . . . . . MISCELLANEOUS WATER DETAILS S2.8 . . . . . . SECTIONS & DETAILS E-961. . . . . EL CTRICAL SCHEDULES
can C-132 . . . . . OVERALL STORMWATER PLAN C-9 7 . . . . . MISCELLANEOUS WATER DETAILS S2.9 . . . . . . SECTIONS & DETAILS E-962. . . . . ELE RICAL SCHEDULES
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a C-133 . . . . . STORMWATER SYSTEM A PLAN AND PROFILE L 01 . . . . . LANDSCAPE PLAN -A S2.10 . . . . . ELEVATIONS & DETAILS E-963. . . . . ELECT AL SCHEDULES
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a C-134 . . . . . STORMWATER SYSTEM B PLAN AND PROFILE -102 . . . . . LANDSCAPE PLAN - B S2.11 . . . . . ELEVATIONS & DETAILS E-964. . . . . ELECTRIC SCHEDULES
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n C-135 . . . . . STORMWATER SYSTEM C PLAN AND PROFILE (1 OF 2) L-103 . . . . . LANDSCAPE PLAN - C S2.12 . . . . . ELEVATIONS & DETAILS P-001. . . . . LEGENDS, N TES, AND DETAILS
C-136 . . . . . STORMWATER SYSTEM C PLAN AND PROFILE (2 OF 2) CVR . . . . . . HATCHERY PROJECT ARCHITECTURAL COVER S2.13 . . . . . ELEVATIONS & DETAILS P-311. . . . . HATCHERY BUI ING - SANITARY SOIL AND VENT PLANS
M C-137 . . . . . STORMWATER SYSTEM D PLAN AND PROFILE (1 OF 3) C . . . . . . HATCHERY BUILDING CODE DATA S2.14 . . . . . ELEVATIONS & DETAILS P-321. . . . . HATCHERY BUILD G -- DOMESTIC COLD WATER PLANS
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N C-138 . . . . . STORMWATER SYSTEM D PLAN AND PROFILE (2 OF 3) CD2 . . . . . RACEWAY CODE DATA S2.15 . . . . . ELEVATIONS & DETAILS P-331. . . . . HATCHERY BUILDIN - LP GAS PLANS
ui C-139 . . . . . STORMWATER SYSTEM D PLAN AND PROFILE (3 OF 3) CD3 . . . . . . RODSTOCK CODE DATA S3.1 . . . . . . BROODSTOCK RACEWAY FOUND ION PLAN P-341. . . . . HATCHERY BUILDING - LARGED PLANS
o C-140 . . . . . WET POND PLAN AND DETAILS CD4 . . . . . . GA GE CODE DATA S3.2 . . . . . . BROODSTOCK RACEWAY ROO FRAMING PLAN P-801. . . . . BATHROOM BUILDING - PL MBING PLANS
° C-141 . . . . . STORMWATER DETAILS CD5 . . . . . . SETZ BATHROOM BUILDING CODE DATA S3.3 . . . . . . BROODSTOCK RACEWAY SE TIONS P-901. . . . . PLUMBING DETAILS
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0 C-142 . . . . . STORMWATER DETAILS A001 . . . . . SITE ACC IBILITY PLAN S4.1 . . . . . . BROODSTOCK RACEWAY OOD WALL SECTIONS P-902. . . . . PLUMBING DETAILS
C-150 . . . . . MISCELLANEOUS DETAILS LS1 . . . . . . HATCHERY BU ING LIFE SAFETY& UL S5.1 . . . . . . DAVIDSON INTAKE PLA AND SECTIONS P-903. . . . . PLUMBING DETAILS
W C-151 . . . . . MISCELLANEOUS DETAILS LS2 . . . . . . RACEWAY LIFE SA TY S5.2 . . . . . . DAVIDSON INTAKE P AN AND SECTIONS P-950. . . . . PLUMBING SCHEDULES
ui C-152 . . . . . MISCELLANEOUS DETAILS LS3 . . . . . . BROODSTOCK LIFE SA TY S6.1 . . . . . . DAVIDSON RIVER TAKE PLANS AND SECTIONS P-951. . . . . PLUMBING SCHEDULES
N C-153 . . . . . MISCELLANEOUS DETAILS LS5 . . . . . . GARAGE LIFE SAFETY S6.2 . . . . . . GROGAN RIVE INTAKE PLANS AND SECTIONS 0-101. . . . . HATCHERY BUILDING AND BROODSTOCK ACEWAYS - OXYGEN SITE PLAN
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YARD PIPING SHEET INDEX PLAN A101 . . . . . HATCHERY BUILDING F OR N S6.3 . . . . . . INTAKE REP R DETAILS 0-341. . . . . HATCHERY BUILDING -- OXYGEN PLAN
w C-2 CHERY FACILITIES YARD PIPING PLAN A102 . . . . . RACEWAY FLOOR P N, WEST S7.1 . . . . . . WASTE D ATERING SLAB PLAN AND SECTIONS 0-431. . . . . BROODSTOCK RACEWAY- OXYGEN PLAN
C-202 . . . . . WATER L PLAN - PROFILE I A103 . . . . . RACEWAY FLOO PLAN, CENTER S8.0 . . . . . . BATH OM BUILDING STRUCTURAL NOTES 0-433. . . . . PRODUCTION RACEWAY- OXYGEN PLAN - LEFT
co C-203 . . . . . WATER LINE A PLA - OFILE II A104 . . . . . RACEWAY F OR PLAN, EAST S8.1 . . . . . . BAT ROOM BUILDING PLANS 0-434. . . . . PRODUCTION RACEWAY- OXYGEN PLAN - RIGHT
z C-204 . . . . . WATER LINE B PLAN - PROFIL A105 . . . . . BROOD OCK FLOOR PLAN S8.2 . . . . . . B HROOM BUILDING SECTIONS & DETAILS 0-901. . . . . OXYGEN DETAILS
C-205 . . . . . WATER LINE B PLAN - PROFILE A106 . . . . . GA GE FLOOR PLANS S8.3 . . . . . BATHROOM BUILDING SECTIONS & DETAILS 0-902. . . . . OXYGEN DETAILS
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C-206 . . . . . WATER LINE B PLAN - ILE III A107 . . . . . TZER BATHROOM BUILDING FLOOR PLAN S8.4 . . . . . BATHROOM BUILDING SECTIONS & DETAILS
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Q C-207 . . . . . WATER LI ND D PLAN - PROFILE I A201 . . HATCHERY BUILDING ELEVATIONS S8.5 . . . . . BATHROOM BUILDING SECTIONS & DETAILS
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C-208 . . . . . R LINE E PLAN - PROFILE I A20 . . . . . RACEWAY ELEVATIONS S . . . . . . . GARAGE BUILDING STRUCTURAL NOTES FOR RE I EW
w C- . . . . . WATER LINE E PLAN - PROFILE II 03 . . . . . RACEWAY ELEVATIONS 9.1 . . . . . . NEW METAL BUILDING FOUNDATION PLAN O N L
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SCO PROJECT # 19-20324-02A SHEET INDEX
Asheville, NC 28801 _ 447 - OFFICE MANAGER DESIGNER
828.252.0575 °FN �° °o
NC WILDLIFE RESOURCES COI�I�ISSION M. CATHEY K. SEAMANG=002
NC Firm License # C-0459 ,6'�`�° ciNE�°�-� ;
T,=9 P� \��� PROJECT MANAGER REVIEWER DATE PROJECT# FUNDING#
,,,,,����c����� , ICI 1 12/5/23 NS STORMWATER REVISIONS TRANSYLVANIA COUNTY NORTH CAROLINA
0 mcgillassociates.com �Z 5 Z� NO. DATE BY DESCRIPTION K. SEAMAN _ OCTOBER 2023 19.00124 SCO #19-20324-02A
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S GENERAL SEWER NOTES C GENERAL CONSTRUCTION NOTES EXISTING CONDITIONS LEGEND
W GENERAL WATER NOTES W
34 UPDATED MARCH, 2017 TEL ry
43 UPDATED MARCH, 2017 49 UPDATED MARCH, 2017 °PED TELEPHONE PEDESTAL 0 CALCULATED POINT =
�PEDC ELECTRIC PEDESTAL GIPS 1/2" REBAR SET WITH CAP Q
1. ALL CONSTRUCTION OUTSIDE RIGHTS-OF-WAY SHALL TAKE PLACE WITHIN THE PERMANENT AND TEMPORARY
°PEDV CABLE TV PEDESTAL ® CONCRETE MONUMENT =
ACCESS EASEMENTS SHOWN. SIGN SIGN ®CM-R/W RIGHT-OF-WAY MONUMENT U-
2. CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS TO EQUAL OR BETTER CONDITION THAN THE ORIGINAL SITE, 1. ALL CONSTRUCTION OUTSIDE RIGHTS-OF-WAY SHALL TAKE PLACE WITHIN THE PERMANENT AND CATV UNDERGROUND CABLE TV SIGN W
1. FINISH GRADE TOLERANCES SHALL BE AS NOTED IN THE SPECIFICATIONS. THE ENGINEER MAY � DOT MON D.O.T. CONTROL POINT
TEMPORARY ACCESS EASEMENTS SHOWN. �
MAKE GRADE CHANGES AS REQUIRED IN THE FIELD WITHOUT EFFECTING THE UNIT BID PRICE Q
OR AS NOTED. Luc Foc UNDERGROUND FIBER OPTIC CABLE SIGN ORBF REBAR FOUND �
FOR UNCLASSIFIED EXCAVATION. 2. CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS TO EQUAL OR BETTER CONDITION THAN THE U)
3. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT LOCATIONS ARE TO BE VERIFIED ORIGINAL SITE, OR AS NOTED. �LIG TCS UNDERGROUND TELEPHONE CABLE SIGN ORRSPIKE RAILROAD SPIKE It
IN THE FIELD BY THE CONTRACTOR. AT LEAST THREE DAYS PRIOR TO CONSTRUCTION, CONTRACTOR MUST 2. UNLESS OTHERWISE STATED, ALL FILL AREAS SHALL BE CONSTRUCTED IN LAYERS OF 8" MAXIMUM N
3. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT LOCATIONS ARE TO �UG GAS UNDERGROUND GAS LINE SIGN oPK NL PK NAIL FOUND / SET Lu
NOTIFY EXISTING UTILITY OWNERS. CALL 811 BEFORE YOU DIG. THICKNESS, WITH WATER ADDED OR SOIL CONDITIONED TO THE OPTIMUM MOISTURE CONTENT AS w
DETERMINED BY THE ENGINEER AND COMPACTED WITH A SHEEP'S FOOT ROLLER TO A COMPACTION BE VERIFIED IN THE FIELD BY THE CONTRACTOR. AT LEAST THREE DAYS PRIOR TO CONSTRUCTION, �UG ELEC UNDERGROUND ELECTRIC LINE SIGN SPINDLE SPINDLE FOUND / SET U)
4. ALL WORK NEAR AND AROUND WATERWAYS MUST CONFORM TO THE RULES OF THE STATE OF NORTH CONTRACTOR MUST NOTIFY EXISTING UTILITY OWNERS. CALL 811 BEFORE YOU DIG. z
EQUAL TO OR GREATER THAN 95% (100% IN THE TOP 2' OF THE SUB GRADE BELOW ROADWAYS AND SEFOMYouDKE
CAROLINA. CALL,-eooeszra,a LP LIGHT POLE ®CPHUB HUB & TACK SET
PARKING LOTS) OF THE DENSITY OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN 4. ALL WORK NEAR AND AROUND WATERWAYS MUST CONFORM TO THE RULES OF THE STATE OF � WS TM � m
ACCORDANCE WITH THE STANDARD PROCTOR METHOD OF MOISTURE-DENSITY RELATIONSHIP TEST, NORTH CAROLINA. OUP UTILITY POLE ®CP/NL GPS CONTROL POINT NAIL SET / FOUND
5. CONTRACTOR MUST PROVIDE EROSION CONTROL DEVICES TO CONTROL RUNOFF FROM THE CONSTRUCTION SITE. 0
CONTRACTOR WILL BE RESPONSIBLE FOR ANY FINES THAT MAY BE LEVIED DUE TO POLLUTION CREATED DURING ASTM D698 OR AASHTO-99 UNLESS SPECIFIED IN OTHER SPECIFICATIONS. E GUY WIRE ANCHOR OCP/NL CONTROL POINT NAIL SET GPS 0D
5. CONTRACTOR MUST PROVIDE EROSION CONTROL DEVICES TO CONTROL RUNOFF FROM THE /
CONSTRUCTION. 3. ENTIRE AREA TO BE GRADED SHALL BE CLEARED AND GRUBBED. NO FILL SHALL BE PLACED ON CONSTRUCTION SITE. CONTRACTOR WILL BE RESPONSIBLE FOR ANY FINES THAT MAY BE LEVIED DUE ®TSP TRAFFIC SIGNAL POLE OCP/TEMP CONTROL POINT TEMPORARY MARK 0
6. CONTRACTOR SHALL FOLLOW ALL FEDERAL, STATE AND LOCAL HEALTH AND SAFETY REGULATIONS PERTAINING ANY AREA NOT CLEARED AND GRUBBED. TO POLLUTION CREATED DURING CONSTRUCTION. RXR RAILROAD CROSSING SIGNAL
TO CONSTRUCTION OPERATIONS. 6. CONTRACTOR SHALL FOLLOW ALL FEDERAL, STATE AND LOCAL HEALTH AND SAFETY REGULATIONS *NGS METAL ROD NATIONAL GEODETIC SURVEY METAL ROD U)
4. ALL SOIL EROSION CONTROL MEASURES REQUIRED BY THE GRADING PLAN SHALL BE PERFORMED O MH MANHOLE
PRIOR TO GRADING, CLEARING OR GRUBBING. ALL EROSION CONTROL DEVICES SUCH AS SILT PERTAINING TO CONSTRUCTION OPERATIONS. ® NGS CM NATIONAL GEODETIC SURVEY CONCRETE MONUMENT
7. SEWER FORCE MAINS AND WATER LINES SHALL HAVE 3'-O" MINIMUM COVER UNLESS OTHERWISE SHOWN ON O SSMH SANITARY SEWER MANHOLE 0
THE DRAWINGS. FENCES, ETC., SHALL BE MAINTAINED IN WORKABLE CONDITION FOR THE LIFE OF THE PROJECT 7. WATER LINES SHALL HAVE 3'-0" MINIMUM COVER UNLESS OTHERWISE SHOWN ON THE DRAWINGS. TEMPORARY CONTROL POINT SET
AND SHALL BE REMOVED AT THE COMPLETION OF THE PROJECT ONLY ON THE ENGINEER'S O SDMH STORM DRAIN MANHOLE NETWORK TRIANGULATION POINT w
8. WATER AND SEWER LINES SHALL HAVE A MINIMUM 10' HORIZONTAL SEPARATION OR A MINIMUM 18" VERTICAL APPROVAL. PAYMENT SHALL BE CONSIDERED INCIDENTAL TO CLEARING AND GRUBBING. IF DURING 8. WATER AND SEWER LINES SHALL HAVE A MINIMUM 10' HORIZONTAL SEPARATION OR A MINIMUM 18" Q COMMH COMMUNICATION MANHOLE
SEPARATION WITH THE WATER OVER SEWER, OR BOTH WATER AND SEWER LINES SHALL BE DUCTILE IRON PIPE THE LIFE OF THE PROJECT, A STORM CAUSES SOIL EROSION WHICH CHANGES FINISH GRADES OR VERTICAL SEPARATION WITH THE WATER OVER SEWER, OR BOTH WATER AND SEWER LINES SHALL BE
CREATES "GULLIES" AND "WASHED AREAS", THESE SHALL BE REPAIRED AT NO EXTRA COST, AND DUCTILE IRON PIPE 10' EITHER SIDE OF THE CROSSING. O ELMH ELECTRICAL MANHOLE STAKE STAKE FOUND 0
10' EITHER SIDE OF THE CROSSING. ALL SILT WASHED OFF OF THE PROJECT SITE ONTO ADJACENT PROPERTY SHALL BE REMOVED AS G)J.B. JUNCTION BOX 0 INTERSTATE HIGHWAY Lu
9. SEWER AND STORM SEWER LINES SHALL HAVE A MINIMUM 24" SEPARATION. IF 24" SEPARATION IS NOT DIRECTED BY THE ENGINEER AT NO EXTRA COST. THE CONTRACTOR SHALL ADHERE TO ANY 9. WATER AND STORM SEWER LINES SHALL HAVE A MINIMUM 18" SEPARATION EXCEPT UNDER NCDOT
APPROVED EROSION CONTROL PLANS WHETHER INDICATED IN THE CONSTRUCTION PLANS OR UNDER STORM DRAINS WHICH SHALL HAVE 24" VERTICAL SEPARATION. IF SEPARATION IS NOT OBTAINABLE, SPIGOT SPIGOT YARD HYDRANT 66 U.S. HIGHWAY LL
OBTAINABLE, DUCTILE IRON PIPE SHALL BE USED FOR THE SEWER LINE OR A SUPPORTING MATERIAL SUCH AS DUCTILE IRON PIPE SHALL BE USED FOR THE WATER LINE OR A SUPPORTING MATERIAL SUCH AS /
FLOWABLE FILL SHALL BE INSTALLED BETWEEN THE PIPES. SEPARATE COVER. FLOWABLE FILL SHALL BE INSTALLED BETWEEN THE PIPES. O c.o. SEWER CLEAN-OUT J,FFE FINISHED FLOOR ELEVATION o
ELEVATION
10. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION. 5. DISPOSABLE MATERIAL 10. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION. 0 E.SS ELECTRIC SERVICE STUB-OUT O Mw MONITORING WELL
11. UNLESS OTHERWISE NOTED, ALL BURIED PIPE SHALL BE INSTALLED WITH PUSH-ON JOINTS AND EXPOSED PIPING A. CLEARING AND GRUBBING WASTES SHALL BE REMOVED FROM THE SITE AND PROPERLY 11. LEGAL DESCRIPTIONS FOR PROPOSED EASEMENTS BY OTHERS. 0 G.SS GAS SERVICE STUB-OUT OPZ PIEZOMETER z
SHALL BE FLANGED JOINT. DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE, UNLESS SPECIFIED OTHERWISE. ®CB CATCH BASIN 0 LANDFILL GAS MONITORING PROBE N
12. CONTRACTOR SHALL NOTIFY THE PROPER LOCAL AUTHORITIES 24 HOURS PRIOR TO ANY ROAD BEING
12. LEGAL DESCRIPTIONS FOR PROPOSED EASEMENTS BY OTHERS. B. SOLID WASTES TO BE REMOVED, SUCH AS SIDEWALKS, CURBS, PAVEMENT, ETC., MUST BE CLOSED FOR CONSTRUCTION, INCLUDING BUT NOT LIMITED TO LOCAL NEWSPAPER, RADIO STATION, ®CI CURB INLET O SURFACE WATER SAMPLING LOCATION g
13. SITE TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED BY SURVEYOR NOTED ON PLANS. PLACED IN SPECIFIC DISPOSAL AREAS DELINEATED ON THE PLANS OR REMOVED FROM THE FIRE DEPARTMENT, COUNTY SHERIFF'S DEPARTMENT, AMBULANCE, AND COUNTY EMERGENCY AGENCY. OWM WATER METER LANDFILL GAS VENT
SITE AS REQUIRED BY THE SPECIFICATIONS. THIS MATERIAL SHALL HAVE A MINIMUM COVER ALL TRAFFIC CONTROL SHALL CONFORM TO THE REQUIREMENTS OF THE NORTH CAROLINA
14. CONTRACTOR SHALL NOTIFY THE PROPER LOCAL AUTHORITIES 24 HOURS PRIOR TO ANY ROAD BEING CLOSED OF 2'. THE CONTRACTOR SHALL MAINTAIN SPECIFIED COMPACTION REQUIREMENTS IN THESE DEPARTMENT OF TRANSPORTATION. QFH FIRE HYDRANT Q LANDFILL GAS COLLECTION WELLHEAD
FOR CONSTRUCTION, INCLUDING BUT NOT LIMITED TO LOCAL NEWSPAPER, RADIO STATION, FIRE DEPARTMENT, AREAS. WHEN DISPOSAL SITES ARE NOT PROVIDED, THE CONTRACTOR SHALL REMOVE THIS 13. CONTRACTOR SHALL NOTIFY THE ENGINEER AFTER EXISTING BURIED UTILITIES HAVE BEEN LOCATED >a WV WATER VALVE QW POTABLE WATER WELL
COUNTY SHERIFF'S DEPARTMENT, AMBULANCE, AND COUNTY EMERGENCY AGENCY. ALL TRAFFIC CONTROL SHALL WASTE FROM THE SITE AND PROPERLY DISPOSE OF IT AT HIS EXPENSE. AND 24 HOURS PRIOR TO CONSTRUCTION. BLOWOFF
CONFORM TO THE REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. D4 VALVE BLOW OFF VALVE OMB MAILBOX OR PAPER BOX
C. ABANDONED UTILITIES SUCH AS CULVERTS, WATER PIPE, HYDRANTS, CASTINGS, PIPE 14. ALL FENCE DAMAGED DURING CONSTRUCTION SHALL BE REPLACED WITH LIKE MATERIALS IN A ❑PB POSTAL DROP BOX
15. CONTRACTOR SHALL NOTIFY THE ENGINEER AFTER EXISTING BURIED UTILITIES HAVE BEEN LOCATED AND 24 APPURTENANCES, UTILITY POLES, ETC., SHALL BE THE PROPERTY OF THE SPECIFIC UTILITY WORKMANLIKE MANNER AND IN ACCORDANCE WITH STANDARD FENCE CONSTRUCTION PRACTICES AT ®G/M GAS METER
HOURS PRIOR TO CONSTRUCTION. AGENCY, OR COMPANY HAVING JURISDICTION. BEFORE THE CONTRACTOR CAN REMOVE, THE CONTRACTOR'S EXPENSE. ®G/V GAS VALVE 3SAT DISH SATELLITE DISH
DESTROY, SALVAGE, REUSE, SELL OR STORE FOR HIS OWN USE ANY ABANDONED UTILITY, 15. CONTRACTOR SHALL FIELD LOCATE ALL BURIED TELEPHONE LINE IN CONFLICT WITH THE PROPOSED k�ICV IRRIGATION CONTROL VALVE OYARD ORNAMENT STATUE, BIRD BATHS, ETC.
16. LOCATIONS SHOWN FOR SANITARY SEWER SERVICES ARE ASSUMED. COORDINATE LOCATIONS OF ALL PROPOSED HE MUST PRESENT TO THE OWNER WRITTEN PERMISSION FROM THE UTILITY INVOLVED. WATER LINE. WHERE NECESSARY, EXISTING BURIED TELEPHONE LINE SHALL BE TEMPORARILY MOVED
SEWER SERVICE CONNECTIONS WITH PROPERTY OWNER PRIOR TO CONSTRUCTION. DURING CONSTRUCTION OF THE PROPOSED WATER LINE AND RE-LAID AT NO ADDITIONAL COST TO D-a PIV POST INDICATOR VALVE TREES
17. CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED MANHOLE TOP ELEVATIONS AND EXISTING MANHOLE INVERTS D. ON SITE BURNING IS PROHIBITED. THE OWNER. ® E.JUNC ELECTRIC JUNCTION BOX OR OUTLET
�,'i SHRUBS / BUSHES
PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. CONTRACTOR SHALL ADJUST ALL 16. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS DURING CONSTRUCTION o SIG TRAFFIC SIGNAL BOX
PROPOSED SEWER STRUCTURES TO MATCH FINISHED PAVEMENT ELEVATIONS. COSTS OF RAISING STRUCTURES 6. IN THE EVENT EXCESSIVE GROUNDWATER OR SPRINGS ARE ENCOUNTERED WITHIN THE LIMITS OF AND SHALL REPAIR ROADS PER REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF BOX (H) HORIZONTAL GROUND DISTANCE
SHALL BE CONSIDERED INCIDENTAL TO OTHER WORK ON THE PROJECT. CONSTRUCTION, THE CONTRACTOR SHALL INSTALL NECESSARY UNDER DRAINS AND STONE TRANSPORTATION. NO OPEN CUTS OF EXISTING ROADS SHALL BE ALLOWED EXCEPT WHERE
AS DIRECTED BY THE ENGINEER. ALL WORK SHALL BE PAID BASED UPON UNIT BIDS, INDICATED ON THE DRAWINGS OR WHERE SPECIFIC PERMISSION IS GRANTED BY THE NORTH (G) NC STATE PLANE GRID DISTANCE
18. MANHOLES AND CASTINGS SHALL MEET THE REQUIREMENTS OF OWNER AS WELL AS THE PROJECT UNLESS SPECIFIED OTHERWISE. CAROUNA DEPARTMENT OF TRANSPORTATION. SAND OR A SIMILAR MATERIAL APPROVED BY THE
SPECIFICATIONS. NORTH CAROLINA DEPARTMENT OF TRANSPORTATION SHALL BE PLACED ON THE ROAD TO AID IN ------------------------------- CULVERT
7. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ADJUSTMENT OF ALL UTILITY THE CLEAN UP AFTER CONSTRUCTION. A MINIMUM OF 2" OF SAND SHALL BE PLACED ON THE ROAD
19. 4" SANITARY SEWER SERVICE LINES SHALL BE INSTALLED AT 2.0% MINIMUM SLOPE AND SHALL BE DUCTILE SURFACE ACCESSES WHETHER HE PERFORMS THE WORK OR A UTILITY COMPANY PERFORMS THE WORK. PRIOR TO STOCKPILING SPOIL MATERIAL ON THE ROAD SURFACE TO FACILITATE CLEANUP. x x x FENCE
IRON IN PAVED AREAS. SILT FENCE
20. ALL FENCE DAMAGED DURING CONSTRUCTION SHALL BE REPLACED WITH LIKE MATERIALS IN A WORKMANLIKE 8. THE CONTRACTOR SHALL CONTROL ALL "DUST" BY PERIODIC WATERING AND SHALL PROVIDE ACCESS -o-o-o-o-o-o-o-o-o-o-o-o-o-o- GUARD RAIL
AT ALL TIMES FOR PROPERTY OWNERS WITHIN THE PROJECT AREA AND FOR EMERGENCY VEHICLES. APPROXIMATE LOCATION OF
MANNER AND IN ACCORDANCE WITH STANDARD FENCE CONSTRUCTION PRACTICES AT THE CONTRACTOR'S ALL OPEN DITCHES AND HAZARDOUS AREAS SHALL BE CLEARLY MARKED IN ACCORDANCE WITH THE ----s-----s EXISTING SEWER LINES
EXPENSE. SPECIFICATIONS.
21. CONTRACTOR SHALL FIELD LOCATE ALL BURIED TELEPHONE LINE IN CONFLICT WITH THE PROPOSED UTILITY LINE. -----w-----w- APPROXIMATE LOCATION OF
WHERE NECESSARY, EXISTING BURIED TELEPHONE LINE SHALL BE TEMPORARILY MOVED DURING CONSTRUCTION 9 ACCORDING TO THE SPECIFICATIONS. THE FINISHED SURFACE SHALL BE TO GRADE AND SMOOTH, ___ ____ APPROXIMATE LOCATION OF
OF THE PROPOSED UTILITY LINE AND RE-LAID AT NO ADDITIONAL COST TO THE OWNER. FREE OF ALL ROCKS LARGER THAN 3", EQUIPMENT TRACKS, DIRT CLODS, BUMPS, RIDGES AND -c -c EXISTING GAS LINES
22. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS DURING CONSTRUCTION AND GOUGES PRIOR TO SEEDING; THE SURFACE SHALL BE LOOSENED TO A DEPTH OF t4"-6" TO
SHALL REPAIR ROADS PER REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. NO ACCEPT SEED. THE CONTRACTOR SHALL NOT PROCEED WITH SEEDING OPERATIONS WITHOUT FIRST I I I I I I I I I I I I I I I I I I I I I I TOP OF SLOPE
OBTAINING THE ENGINEER'S APPROVAL OF THE GRADED SURFACE. ALL SEEDING SHALL BE
OPEN CUTS OF EXISTING ROADS SHALL BE ALLOWED EXCEPT WHERE INDICATED ON THE DRAWINGS OR WHERE PERFORMED BY A MECHANICAL "HYDRO-SEEDER". HAND SEEDING SHALL BE AUTHORIZED ON AN AREA I I I I I I I I I I I I I I I I I I I I I I TOE OF SLOPE
SPECIFIC PERMISSION IS GRANTED BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. SAND OR A BY AREA APPROVAL BY THE ENGINEER. --DL-----DL-----DL-- DITCH LINES
SIMILAR MATERIAL APPROVED BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION SHALL BE PLACED APPROXIMATE LOCATION OF
ON THE ROAD TO AID IN THE CLEAN UP AFTER CONSTRUCTION. A MINIMUM OF 2" OF SAND SHALL BE PLACED 10. WHERE CMP STORM DRAIN IS SPECIFIED, PIPE SHALL BE CORRUGATED METAL PIPE (CMP) CONFORMING TO -----CTV-----CTV- UNDERGROUND CABLE TV LINE
ON THE ROAD PRIOR TO STOCKPILING SPOIL MATERIAL ON THE ROAD SURFACE TO FACILITATE CLEANUP. AASHTO M-36, WITH RE-ROLLED ENDS TO ACCOMMODATE CORRUGATED COUPLING BANDS. 18" PIPE SHALL
BE 16 GAUGE, 24" AND 30" PIPE SHALL BE 14 GAUGE AND 36" PIPE AND OVER SHALL BE 12 GAUGE AS cTv APPROXIMATE LOCATION OF
23. CONTRACTOR SHALL MAINTAIN SEWAGE FLOW IN SEWER SYSTEM AT ALL TIMES AND SHALL PROVIDE BYPASS SPECIFIED ON THE PLANS, PIPE AND COUPLING BANDS SHALL CONFORM TO NCDOT 1032-3 FOR PLAIN OVERHEAD CABLE TV LINE
PUMPING AND/OR PIPING AS REQUIRED. NO SANITARY SEWER OVERFLOWS ARE PERMITTED. PIPE OR 1032-4 (A) FOR BITUMINOUS COATED AND PARTIALLY PAVED PIPE. DIMPLE BANDS -----Foc-----Foc- APPROXIMATE LOCATION OF
UNDERGROUND FIBER OPTIC CABLE LINE
WHERE RCP STORM DRAIN IS SPECIFIED, PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP) CONFORMING TO ___ APPROXIMATE LOCATION OF
AASHTO M-170, AS CONTAINED IN NCDOT STANDARD SPECIFICATION 1032-9 FOR WALL "B" TYPE. -E____-E UNDERGROUND ELECTRIC LINE
WHERE HDPE STORM DRAIN IS SPECIFIED, PIPE SHALL BE HIGH DENSITY POLYETHYLENE (HDPE). SMOOTH E E APPROXIMATE LOCATION OF
WALL INTERIOR, WITH WATER TIGHT JOINTS, BACKFILLED WITH # 57 WASHED STONE UP TO MIN. 6" OVER OVERHEAD ELECTRIC LINE
THE TOP OF THE PIPE. HDPE PIPE USED FOR STORM DRAINAGE DETENTION SYSTEMS SHALL BE "RANCOR APPROXIMATE LOCATION OF
BLUE SEAL" OR APPROVED EQUAL. SHALL NOT BE USED. ----T-----T
UNDERGROUND TELEPHONE LINES
ALL CORRUGATED METAL STORM DRAIN PIPE (CMP) SHALL BE ALUMINIZED TYPE 2 CORRUGATED STEEL T T APPROXIMATE LOCATION OF
Q
MANUFACTURED IN ACCORDANCE WITH THE REQUIREMENTS OF AASHTO M-36. THE PIPE SHALL BE OVERHEAD TELEPHONE LINES
< MANUFACTURED FROM ALUMINIZED STEEL TYPE 2 MATERIAL CONFORMING TO THE REQUIREMENTS OF AASHTO -----Row-----Row- RIGHT-OF-WAY
M-274. ALL PIPE SHALL BE FURNISHED WITH RE-ROLLED ENDS AND SHALL BE JOINED WITH HUGGER
BANDS. THE USE OF DIMPLE BANDS WILL NOT BE ALLOWED. PIPE THROUGH 24" DIAMETER SHALL BE 16 TREELINE
z GAUGE, PIPE THROUGH 42" DIAMETER SHALL BE 14 GAUGE, PIPE THROUGH 54" DIAMETER
Q
11. CONTRACTOR SHALL VERIFY ALL ELEVATIONS BEFORE INSTALLATION OF FACILITIES.
- - - - PROPERTY LINE NOT SURVEYED
Q o00000000000000000000000000000000. ROCKLINE
v 12. CATCH BASINS CAST-IN-PLACE SHALL CONFORM TO THE REQUIREMENTS OF NCDOT STANDARD
66 SPECIFICATIONS FOR ROADS AND STRUCTURES (LATEST EDITION) ARTICLES 840-1 THROUGH 840-3. - -...-...- STREAM LINE
m CURB INLET CATCH BASIN SHALL CONFORM TO NCDOT STANDARD DETAILS 840.02
o THROUGH 840.04. DROP INLETS SHALL CONFORM TO STANDARD DETAIL 840.14. JUNCTION -- - - - -- CENTERLINE
NgRAEP &A4 GC p.RM TO STANDARD DETAIL 840.31.
o q CENTERLINE VARIANT
13. CURB INLET FRAME, GRATE AND HOOD SHALL BE NEENAH R-3233D, PRODUCTS BY DEWEY BROS.,
N U.S. FOUNDRY OR EQUAL. DROP INLET FRAME AND GRATE SHALL BE NEENAH R-3339A OR EQUAL. - -...-...- SWAM PLINE/WETLANDS
o FIELD INLET COVER SHALL CONFORM TO NCDOT STANDARD DETAIL 840.04, OPENING FACING UPSTREAM.
---- ____ APPROXIMATE LOCATION OF
0 14. CONCRETE AND MASONRY SHALL MEET THE REQUIREMENTS OF APPROPRIATE SECTION OF NCDOT U -u OVERHEAD UTILITY LINE
a STANDARD SPECIFICATIONS FOR ROAD AND STRUCTURES (LATEST EDITION). CONCRETE SHALL
0 BE CLASS A OR B, 4000 PSI MINIMUM, MEETING THE REQUIREMENTS OF SECTION 1000,
o CONSTRUCTED IN ACCORDANCE WITH SECTION 825. MASONRY SHALL MEET THE REQUIREMENTS IPS IRON PIN SET CMU CONCRETE MASONRY UNIT
J OF SECTION 1040, CONSTRUCTED IN ACCORDANCE WITH SECTION 830 AND/OR 834.Q RBF REBAR FOUND CPP CORRUGATED PLASTIC PIPE
z15. TOPS OF PROPOSED FRAMES AND GRATES SHALL BE FLUSH WITH FINISHED GRADE. OTIPF OPEN TOP IRON PIN FOUND DIP DUCTILE IRON PIPE
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16. TINDALL PRE CAST CONCRETE BOXES ARE ACCEPTABLE ALTERNATIVES FOR PROPOSED CATCH BASINS. CTIPF CRIMPED TOP IRON PIN FOUND E&T ELECTRIC & TELEPHONE
N CMU CONCRETE MASONRY UNIT FOC FIBER OPTIC CABLE
o R/W RIGHT OF WAY GIP GALVANIZED IRON PIPE
CENTERLINE 0/H OVERHEAD
W RCP REINFORCED CONCRETE PIPE
Q C CURVE (SEE CURVE TABLE)
3 POE POINT OF BEGINNING U/G UNDERGROUND
co VCP VITRIFIED CLAY PIPE
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z PVC POLYVINYL CHLORIDE PIPE
Q PB PLAT BOOK FFE FINISHED FLOOR ELEVATION
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L LINE (SEE LINE TABLE) REF REFERENCE
Q DOT DEPARTMENT OF TRANSPORTATION
BLDG BUILDING NGS NATIONAL GEODETIC SYRVEY
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3 ® 55 Broad Street -_-j��/�/��SEAL q��� = O SCO PROJECT # 19-20324-02A GENERAL NOTES AND LEGENDS
Asheville, NC 28801 �34 V`�� OFFICE MANAGER DESIGNER
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NC Firm License # C-0459 ��,,Z� / �,F,
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71� �� �/23 NO. DATE BY DESCRIPTION K. SEAMAN OCTOBER 2023 19.00124 SCO #19-20324-02A

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NORTH CAROLINA LAND QUALITY SECTION
GENERAL EROSION CONTROL SEQUENCE SEEDING SCHEDULE w
rE C EROSION CONTROL NOTES
w
44 UPDATED JULY 2022
1. OBTAIN THE EROSION CONTROL PERMIT FROM THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ). TEMPORARY SEEDING SPECIFICATION =
2. PRIOR TO BEGINNING WORK ON THE PROJECT, THE CONTRACTOR SHALL OBTAIN FROM THE OWNER AND KEEP AT THE JOB SITE THE FOLLOWING: SEEDING MIXTURE: w
SPECIES RATE (Ib/acre) �
a. A POSTED COPY OF THE "EROSION AND SEDIMENT CONTROL APPROVAL" ISSUED BY NCDEQ. RYE (grain) 120
GENERAL: ALL EROSION CONTROL MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE WITH SEEDING DATES: w
REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ), THE b. A CERTIFICATE OF COVERAGE (COC) ISSUED BY NCDEQ FOR COVERAGE UNDER THE NCG01 CONSTRUCTION STORMWATER GENERAL PERMIT, AND A AUG 15 TO DEC 30 w
FOLLOWING CONSTRUCTION SEQUENCE SHALL BE COMPILED WITH FOR ALL WORK. COPY OF THE NCG01 GENERAL PERMIT.
SOIL AMENDMENTS: }
1. PRIOR TO BEGINNING WORK ON THE PROJECT THE CONTRACTOR SHALL OBTAIN FROM THE OWNER A C. A COPY OF THE APPROVED PLANS. FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY m
COPY OF THE "EROSION AND SEDIMENT CONTROL APPROVAL" FROM THE NORTH CAROLINA 2000 Ib/ac GROUND AGRICULTURAL LIMESTONE AND m
DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ). THE APPROVAL NOTICE MUST BE AVAILABLE 3. CONTACT THE NCDEQ AT (828) 296-4500 TO SCHEDULE A PRE-CONSTRUCTION MEETING. 750 Ib ac 10-10-10 FERTILIZER. o
ON-SITE DURING ALL GRADING AND CONSTRUCTION ACTIVITIES. MULCH: )
4. FLAG WORK LIMITS BEFORE CONSTRUCTION ACTIVITY BEGINS. APPLY 4000lb/ac STRAW. ANCHOR STRAW BY TACKING
2. INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED BY THE BUNCOMBE COUNTY NATURAL w/ ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. 0
RESOURCES DEPARTMENT. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ALL RECORDS REQUIRED BY NCDEQ FOR THE INSTALLATION AND MAINTENANCE OF THE SITE A DISK w/ BLADES SER NEARLY STRAIGHT CAN BE USED
EROSION CONTROL. AS A MULCH ANCHORING TOOL. 0
NOTE: ALL UTILITY INSTALLATION WITHIN 25' OF A RIVER OR STREAM BANK SHALL BE INSTALLED
PER STREAM PROTECTION DURING EXCAVATION DETAIL. SEEDING AND MULCHING SHALL BE 6. CONSTRUCT TEMPORARY STABILIZED CONSTRUCTION ENTRANCES AS SHOWN ON PLANS. MAINTENANCE: o
COMPLETED DAILY IN AREAS NOTED AS STREAM PROTECTION AREAS. SILT FENCE IN THESE AREAS RE-FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE, RE-SEED,
SHALL NOT BE INSTALLED CLOSER THAN 5' FROM CREEK BANK UNLESS FIELD CONDITIONS PREVENT 7. INSTALL SILT FENCE AS SHOWN ON PLANS, CLEARING ONLY WHAT IS NECESSARY TO INSTALL THE SILT FENCE. RE-FERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION
SUFFICIENT CLEARANCE. ALL SILT FENCES SHALL BE INSPECTED AND CLEANED AS NEEDED AFTER OR OTHER DAMAGE. o
EACH RAIN. 8. INSTALL INITIAL INLET PROTECTIONS AS STATED ON PLANS. CUTZEILL SLOPES SEEDING SPECIFICATIONS - STEEPER THAN -t
SEEDING MIXTURE: 0
3. NO WORK SHALL BE PERFORMED IN TROUT STREAMS FROM OCTOBER 15 TO APRIL 15 (TO 9. INSTALL TEMPORARY SKIMMER BASIN AS SHOWN ON THE PLANS. ADEQUATE GROUND COVER SHALL BE INSTALLED ON EMBANKMENTS IMMEDIATELY UPON SPECIES RATE (lb/acre) z
ACCOMMODATE COE AND DWQ RECOMMENDATIONS CONCERNING WORK IN TROUT WATERS.) CONSTRUCTION. TALL FESCUE 100 'IT
SWITCHGRASS AND PARTRIDGE PEA MIX 30 0
4. CONTRACTOR IS TO PLACE PERMANENT STAKES MARKING CLEARLY THE 50, BUFFER FOR STREAMS 10. INSTALL TEMPORARY DIVERSIONS, STORM DRAINAGE AS SHOWN ON PLANS TO DIRECT RUNOFF TO THE SKIMMER BASIN. ADEQUATE GROUND COVER SHALL BEGGARLICE 10
WHERE SHOWN ON THE PLANS AND THE MARKERS ARE TO BE VISIBLE AT ALL TIMES DURING BE INSTALLED ON TEMPORARY DIVERSION DITCHES IMMEDIATELY UPON CONSTRUCTION. NURSE PLANTS:
CONSTRUCTION. 11. BEGIN GRADING. BETWEEN MAY 1 AND AUG 15, ADD 10lb/ac GERMAN MILLET
OR 15 Ib/ac SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG 15,
5. OBTAIN CERTIFICATE OF COMPLIANCE THROUGH ON-SITE INSPECTION BY A REPRESENTATIVE OF THE ADD 40 Ib/ac RYE (GRAIN). IT MAY BE BENEFICIAL TO PLANT THE
BUNCOMBE COUNTY NATURAL RESOURCES DEPARTMENT. 12. SEED/GRASS FOR STABILIZATION ON ALL NEW CUT AND FILL SLOPES WITHIN 7 DAYS AFTER COMPLETION OF ANY PHASE OF GRADING. GRASSES IN LATE SUMMER AND OVERSEED THE LESPENDEZAS
IN MARCH.
6. CONSTRUCTION SHALL BE LIMITED TO 2000' OF CONTIGUOUS ROAD CORRIDOR UNTIL ALL CUTS, FILLS, 13. INSTALL STORMWATER INFRASTRUCTURE AS SHOWN ON PLANS. INLET PROTECTION SHALL BE INSTALLED IMMEDIATELY AFTER STORM INFRASTRUCTURE IS
AND DITCHES ARE STABILIZED FOR THAT 2000' SECTION. UPON STABILIZATION OF THAT SECTION INSTALLED. SEEDING DATES:
BEST POSSIBLE
ANOTHER 2000' SECTION CAN BE CONSTRUCTED AND STABILIZED. 14. CONVERT SKIMMER BASIN AND INSTALL THE REMAINDER OF THE STORM INFRASTRUCTURE AND STORMTECH PER STORMWATER PLANS AND ESTABLISH FINAL AUG 25 - SEPT 15 AUG 20 - OCT 25
GROUND COVERS. INLET PROTECTION SHALL BE INSTALLED IMMEDIATELY AFTER STORM INFRASTRUCTURE IS INSTALLED. TO REMOVE ACCUMULATED FEB 15 - MAR 20 FEB 1 - APRIL 15
7. ALL STREAM CROSSINGS AND PERENNIAL STREAMS WILL BE ALIGNED WITH THE NATURAL STREAM SEDIMENT AND DISPOSE OFFSITE, CONVERT TO WET POND.
PATTERNS ABOVE AND BELOW THE PROPOSED ROAD. ARCH CULVERTS WILL BE USED AND FOOTERS SOIL AMENDMENTS:
WILL BE CONSTRUCTED IN UNDISTURBED BANKS AWAY FROM THE STREAM FLOW. 15. EROSION CONTROL MEASURES SHALL BE MAINTAINED DURING THE ENTIRE LENGTH OF THE PROJECT AND UNTIL THE SITE IS STABILIZED. APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR
APPLY 4000 Ib/ac GROUND AGRICULTURAL LIMESTONE AND
8. PROCEED WITH GRADING, CLEARING AND GRUBBING. NOTE: NO OFF SITE DISPOSAL OF MATERIAL IS 16. UPON COMPLETION OF GRADING AND SITE STABILIZATION, THE CONTRACTOR SHALL NOTIFY THE NCDEQ LQS INSPECTOR FOR POST DISTURBANCE 750 Ib/ac 10-10-10 FERTILIZER.
ALLOWED UNLESS THE DISPOSAL SITE HAS AN APPROVED EROSION CONTROL PLAN. INSPECTION OF EROSION CONTROL MEASURES WITH THENCDEQ LQS INSPECTOR. ALL EROSION CONTROL MEASURES LISTED ON THE PLANS ARE TO REMAIN
IN PLACE AND NO MEASURE SHALL BE REMOVED WITHOUT PRIOR APPROVAL. MULCH:
9. SEED AND PLACE EROSION CONTROL MATTING ON ALL CUT AND FILL SLOPES THAT ARE NOT ROCK APPLY 4000 Ib/ac GRAIN STRAW OR EQUIVALENT COVER OF
IMMEDIATELY UPON COMPLETION OF SLOPE STABILIZATION. 17. NO MAJOR GRADING ACTIVITIES OR BASIN CONSTRUCTION ARE TO TAKE PLACE DURING WET WEATHER OF PERIODS OF PREDICTED WET WEATHER. ANOTHER SUITABLE MULCHING MATERIAL, ANCHOR MULCH BY
TACKING w/ ASPHALT, ROVING OR NETTING, NETTING IS THE
10. ALL TEMPORARY STREAM AND CREEK CROSSINGS FOR EQUIPMENT DURING CONSTRUCTION SHALL BE " >� PREFERRED ANCHORING METHOD ON STEEP SLOPES.
MADE USING TEMPORARY BRIDGES. NO STREAM BANK OR STREAM BED DISTURBANCE SHALL BE 18. THE SITE MUST BE STORM READY BEFORE ANY EXTENDED BREAKS IN CONSTRUCTION ACTIVITIES INCLUDING WEEKENDS.
MAINTENANCE:
ALLOWED FOR EQUIPMENT CROSSINGS.
19. CONTRACTOR SHALL FILE AN ELECTRONIC NOTICE OF TERMINATION (e-NOT) AFTER FINAL CLOSE OUT INSPECTION REPORT IS RECEIVED FROM NCDWQ LAND MOW NO MORE THAN ONCE A YEAR, RE-FERTILIZE IN THE
QUALITY SECTION PROGRAM CONSULTANT. SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE.
11. SEED AND MULCH DENUDED AREA WITHIN TIME FRAME SPECIFIED SEE TABLE . SEED AND SOIL RE-SEED, RE-FERTILIZE, RE-MULCH DAMAGED AREAS IMMEDIATELY.
AMENDMENTS SHALL BE PLACED ON A PREPARED SEEDBED AT THE FOLLOWING RATES PER ACRE.
STRAW MULCH SHALL BE TACKED WITH TACKING AGENT APPLIED BY HYDROSEEDER. DITCH/OPEN AREA PERMANENT SEEDING SPECIFICATION
12. MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED. SEEDING MIXTURE:
SPECIES RATE (lb/ac)
13. REQUEST FINAL APPROVAL BY NCDEQ.
TALL FESCUE 250 (6 Ib/1000 sq ft)
14. REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS. NURSE PLANTS:
BETWEEN MAY 1 AND AU 15, ADD 10 Ib/ac GERMAN MILLET
OR 15 Ib/ac SUDANGRASS, PRIOR TO MAY 1 OR AFTER AUG 15,
ADD 40 Ib/ac RYE (GRAIN).
SOIL AMENDMENTS:
o APPLY LIME AND FERTILIZE ACCORDING TO SOIL TEST, OR APPLY
4000 Ib/ac GROUND AGRICULTURAL LIMESTONE AND 750 Ib/ac
w 10-10-10 FERTILIZER.
KEC MAINTENANCE PLAN TROUT BUFFER ZONE SEEDING NOTE MULCH:
Q ALL SEEDING WITHIN THE 25' TROUT BUFFER USE CHANNEL LINING MATERIAL TO COVER THE BOTTOM OF DITCHES.
45 UPDATED MARCH, 2017 ZONE MUST BE FROM THE APPROVED RIPARIAN THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH
OF FLOW. ON CHANNEL SIDE SLOPES ABOVE THE HEIGHT, AND IN
N SEEDING LIST. NO FERTILIZER IS ALLOWED WITHIN DRAINAGES NOT REQUIRING TEMPORARY LININGS, APPLY 4000 Ib/ac
THE 25' TROUT BUFFER ZONE. NO STOCKPILING GRAIN STRAW AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP.
N 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CHECKED FOR STABILITY AND OR FUELING OF EQUIPMENT IS ALLOWED WITHIN
N OPERATION FOLLOWING EVERY RUNOFF PRODUCING RAINFALL BUT IN CO CASE NOT LESS THAN THE 25' TROUT BUFFER ZONE. THE 10 NTU MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH
w ONCE EVERY WEEK. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN ALL
TURBIDITY LIMIT MUST NOT BE EXCEEDED AT DOWN SLOPE WHERE THEY CAN CLOG DRAINAGE DEVICES.
o PRACTICES AS DESIGNED. ANY TIME DURING THIS PROJECT. MAINTENANCE:
INSPECT AND REPAIR MULCH FREQUENTLY. RE-FERTILIZE IN LATE WINTER
a 2. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES APPROX. 0.5 FEET ACCORDING TO SOIL TESTS OR APPLY 150 Ib/ac 10-10-10 FERTILIZER
o BDEEP ARRIERT THE SILT FENCE. THE SILT FENCE SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A 3 Ib/1000 sq ft). MOW REGULARLY TO A HEIGHT OF 2" TO 4".
J
Q
z 3. ALL SEEDED AREA SHALL BE FERTILIZED, RESEED AS NECESSARY, AND MULCHED ACCORDING TO SEEDING FOR STREAM OR RIVERBANK STABILIZATION SHALL BE A MIXTURE OF NATIVE GRASSES, PLANTS, AND
ui SPECIFICATIONS IN THE SEEDING SPECIFICATION TO MAINTAIN A VIGOROUS AND DENSE VEGETATIVE TREES. NATIVE PLANT MIX MAY INCLUDE THE FOLLOWING:
N COVER.
GRASSES -
4. MAINTAIN ALL MATTING THAT HAS BEEN PLACE ON SLOPES AND IN DITCHES. CHECK FOR GOOD BIG BLUESTEM (ANDROPOGAN GERARDII), INDIAN GRASS (SORGASTRUM NUTANS), LITTLE BLUESTEM
GROUND CONTACT AND FOR THE OCCURRENCE OF ANY EROSION UNDER THE MATTING. MONITOR AND (SCHIZACHYRIUM SCOPARIUM), SWITCHGRASS (PANICUM VIRGATUM) ........................ 15 LBS/ACRE EACH
ui REPAIR OR REPLACE AS NECESSARY. AUGUST THRU MAY - GREENRYE (SECALE CEREALE) .............................................. 25 LBS/ACRE EACH
MAY 1 THRU AUGUST - MILLET (PENNISETUM GLAUCUM) ........................................ 25 LBS/ACRE EACH
5. THE CONTRACTOR SHALL MAINTAIN SELF INSPECTION REPORTS AS REQUIRED BY NCDEQ AND THE
z NPDES CONSTRUCTION STORMWATER PERMIT. SELF INSPECTIONS ARE TO BE CONDUCTED AFTER TREES - SILKY DOGWOOD (CORNUS AMONUM), SILKY WILLOW (SALIX SERICEA), HAZEL ALDER (ALMUS
EACH PHASE OF THE PROJECT FOR THE RECORD OF THE INSTALLATION AND MAINTENANCE OF THE SERRULATA), AND ELDERBERRY (SAMBUEUS CANADENSIS)
o EROSION CONTROL MEASURERS.
w
= NATIVE PLANT MIX VARIATIONS SHALL BE APPROVED BY ENGINEER.
6. SEDIMENT SHALL BE REMOVED FROM THE TEMPORARY SKIMMER AND SEDIMENT BASINS WHEN NOTE: NO FERTILIZER SHALL BE USED WITHIN 10' OF TOP OF STREAM OR RIVERBANK.
SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. CLEAN OUT AND
LL RESHAPE BASIN BACK TO THEIR ORIGINAL DIMENSIONS. SKIMMERS SHALL BE CHECK FOR CLOGGING 1. MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUNDCOVER IS ESTABLISHED.
ui AND CLEANED OUT. REPAIR OR REPLACE ANY DAMAGED BAFFLES. FOR REVIEW 2. REQUEST FINAL APPROVAL BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY, DIVISIO
ONLY OF ENERGY, MINERAL, AND LAND RESOURCES, LAND QUALITY SECTION.
3. REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS.
ui
4. THE USE OF SOIL AMENDMENTS (FERTILIZER) WITHIN THE TROUT BUFFER ZONE IS PROHIBITED.
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z 1 3/14/2024 NC PER STORMWATER PERMIT COMMENTS BOBBY N. SETZER SHEET
\\\\oa.. .o ' TATE F H HAT HERY REN VAT N;o�`o Ess o o./'ti; S IS C 0 IO NOT TO SCALE
3 R 55 Broad Street ' =o Q� 9��� <*>
SCO PROJECT # 19-20324-02A GENERAL NOTES AND LEGENDS
z Asheville, NC 28801 - SEAL
° OFFICE MANAGER DESIGNER
N 828.252.0575 �°o =;�°°FN��NEE�;°�� �� NC WILDLIFE RESOURCES COMMISSION M. CATHEY K. SEAMANNC Firm License # C-0459 - F` °°°°°°
'' T, C P,�� PROJECT MANAGER REVIEWER DATE PROJECT# FUNDING#
N mcgillassociate- TRANSYLVANIA COUNTY NORTH CAROLINA
a
NO. DATE BY DESCRIPTION K. SEAMAN DECEMBER 2023 19.00124 SCO #19-20324-02A

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1-
GROUND STABILIZATION AND MATERiALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPM ENT AND VEHICLE MAINTENANCE UNsrm CDN=TE WASHENUT
THE NCG01 CONSTRUCTION GENERAL PERMIT STRUCTURE WITH LIFER O
1, Maintain vehicles and equipment to prevent discharge of fluids.
I m pie me nti rig the details and specifications on this plan sheet will result In the construction 2, provide drip pans under any stared equipment. W
st
activity being considered compliant with the Ground Stabilization and Materials Handling
3, identify leaks and repair as won as feasible,or remove leaking equipment from the
sectlans of the NCGO1 Construction Genera[Permit{Sections E and F,respectively). The
permittee shall comply with the Erosion and Sediment Contra!plan approved by the Pro]act, ly
delegated authority havirigJurWiction.Ail details and specifications shown on this sheet
4. Collect all spent fluids,store 1n separate containers and properly dispose as � >W r w
may not apply depending on site conditions and the delegated authority havingjurisdiction. hazardous waste(recycle when possible). U
S. Remove leaking vehicles and construction equipment from service untllthe problem
l+116r�rm..,s.e.ram,
SECTION Et GROUND STABILIZATION has been careened,
Required Ground Stabilization Timeframes
5. 6ririg used fuels,lubricants,coolants,hydrau11c fluids and other petroleum products
aea nee.
to a recycling or disposal center that handles these materials. °,,......as„r..tr■n....ror �� LL
Stabilize within this mr
W
calendar Briar ra'aar 4.eas rr 5Y4--fi Qr .awe aeavr ova s urn-r
Site Area DftseH Gan many r 7imeframe variations �o�
P days after ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE
land disturbance 1. Never bury or burn waste. Place litter and debrls in approved waste containers. fir
(a) Pee dikes, 2. Provide a sufclent number and size of waste contalhers(e.g dumpster,trash CONCRETE WASHOUTS w
rimter
swales,ditches,and 7 None receptacle)on site to contain construction and domestic wastes. 1. 0a not discharge concrete a cement slurry From the site. H
Lu
perimeter slopes 3, Locate Waste containers at least 50 feet away from storm drain inlets and surface 2. Dispose of,or recycle settled,hardened concrete residue in accordance with local U)
(b) High Quality Water 7 None waters unless no other alternatives are reasonably available• and state solid waste regulations and at an approved facility.
Z
(HQW)Zones 4. Locate waste containers on areas that do not receive.substantial amounts of runoff 3, Manage washout from mortar mixers in accordance with the above item and in
from upland areas and does not drain directly to a storm drain,stream or wetland. addition lace the mixer and associated materials an im ervious harrier and within 0o
le) Slopes steeper than If slopes are 10'or less in length and are P P pp
3A 7 not steeper than 2:1,14 days are 5 Cover waste containers at the end of each workday and before storm events or lot perimeter silt fence. O
provide secondary containment- Repair or replace damaged waste containers 4, install temporary concrete washouts per local requirement!;,where applicable. If an m
allowed Po Y P q
-7 days far slopes greater than 50'in 6. Anchor all lightweight items in waste containers during times of high winds. alternate method or product is to be used,contact your approval authority for Z
length and with slopes steeper than 4:1 7, Empty waste containers as needed to prevent overflow. Clean up immediately if review and approval, If local standard details are not available,use ane of the two O
-7 days for perimeter dikes,sweIas, containers overflow. types of temporary concrete washouts provided on this detail. fir
Id) Slopes 3,1 to 4:1 14 ditches,perimeter slopes and HQW S. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
Zones 9. On lousiness days,clean up and dispose of waste to designated waste contalners. sections. Stormwater accumulated within the washout may not be pumped into cr
-10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters. Liquid waste must O
be pumped out and removed from project. U
-7 days far perimeter dikes,swaIas, PAINT AND OTHER LIQUID WASTE rA
ditches,perlmeter slopes and HOW Zones 1. DD not dump paint and other liquid Waste intostorm drains,streams or wetlands. 6. Locate washouts at least 50 feet from storm drain Inlets and surface waters unless it Lu
(e) Areas with slopes can be shown that no other alternatives are reasonably available. At a minimum, 0
flatter than 4:1 14 10 days for Falls Lake Watershed unless 2. Locate paint washouts at least 50 feet away from storm drain Inlets and surface there is zero slope waters unless no other alternatives are reasonably available, install protection of storm drain lnlet]s]closest to the washout which could receive
spills or eve rilow. O
Note:After the ermahentcessation of construction activities,an areas with tern ore. 3. Contain liquid wastes in a contraIied area.
p Y p ry 7. Locate washouts In an easily accessible area,on level ground and install a stone
w
ground star blllaaOon shall be converted to pe rmane nt grou n d stabilization as soon as 4. Containment must In e labeled,sized and placed appropriately for the needs of site. entrance pad in front of the washout. Additional centrals may he req uired by the
practicable but in no case longer than 90 calendar days after the last land disturbing 5 n. Prevet the discharge of s so oaps, lvents,detergents and other liquid wastes from approving authority. twi
activlty.Temporary ground stabiixation shall be maintained In a manner to render the construction sites.
8. Install at least o Tie sign directing concrete trucks to the washout within the project
surface stable a ainstaccelerated erosion until p ermanent ground stabilization is achieved, limits. Post signage on the washout itself to identify this location.
PORTABLE TOILETS 9, fie move leavings from the washout when at approximately 75%capacity to Iimlt
GROUND 5TABILIL4710N SPECIFICATION 1. Install portable toilets on levei ground,at least 50 feet away from storm drains, overflow events. Replace the tarp,sand bags or other temporary structural U
Stabilize the ground sufficiently so that rain wt11 not dislodge the soil. Use one of the streams or wetlands unless there is no alternative reasonaloly available, if So Foot components when no!anger functlona1. When uti112irig alternative or proprietary Z
techniques in the table below: offset Is not attainable,provide relocation of portable toilet behind Silt fence or place products,fallow manufacturer's instructions. v
TemporaryStebillxation Parma nerFtStabilization on a gravel pad and surround with sand bags.
•lemporarygrass seed mveredwith snawor •Permanent grass seed covered with straw or 2. Provide stakun or ancharin of artagle toilets duain eriods of hi h winds or in hi h 10. Atthe completion of the corurete Work,remove remaining leavings and dispose of
g g p g P 8 g m an approved disposal facility. Fill pit,if applicable,and stabilize any disturbance o
other mulches and tackifiets other mulches and larkifiers foot traffic areas. caused by removal of washout.
•Hydroseeding •Goo text&fabrics such as per ma writ soil 3. Monitor partable toilets for leaking and properly dispose of any leaked material.
•gelled erosion control products with yr reinforce mentmatting Utilize a Ilcensed sanitary waste hauler to remove leaking portable toilets and replace
vvithout tern porery gross seed -Hydroseeding with properly operating unit.
•AppropIlaWIV applled soawor other inulch ■Shrubs or other perm an ant plan tings cove?ed HERBICIDES,PESTICIDES AND RODENTICIDES
•Plastic sheeting with mulch 1. Store and apply herbicides,pesticides and rod anticides In accordance with Isbei
-UnIlofrn and evenly distributed ground rover EARTHEN STOCKPILE MANAGEMENT
restrictions,
sufftcient to restra in erosion 1, ShoW stockpile locations on plans. Locate earthen-material stockpile areas at least 2, Store herbicides,pesticides and rodenticldes 1n their a rigin a I contalhers with the
-Structural methods such as concrete,asphalt or 50 feet away from storm drain inlets,sediment basins,perimeter sediment controls label,which lists dI Factions.for use,ingredients and first aid steps!n case of
retaininowalls and surface waters unless it can be shown no other alternatives are reasonably accidental poisoning.
_ -RoWd erosion control products wlth grass seed available,
2. P rate ct stockpile with silt fence installed sicng toe of slope with a minimum offset of 3. Do nab store herbicides,pesticides and r1rito w 115,s In areas where ns,grog is
POLYACRYLAMIDES(PAMS)AND FLOCCULANTS flue feet from the toe of stockpile, possible a water. they may scull or leak Into wells,Stormwater drains,ground water
or surface water. If a spill occurs,clean area immediately
1. Selectflocculants that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible. 4. Do not stockpile these materials onsita.
construction,selecting from the NCDWR List of Approved PAMSINaccuiants. 4, Stabilize stockpile within the tlmeframes provlded an this sheet and in accordance
2. Apply flocculants at a before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements. Soil stabilization Is defined
3. Apply 11occulanits at tha concentrations specified in the NC WR List of Approved as vegetative,physical or chemical coverage techniques that will restrain accelerated HAZARDOUS AND TOXIC WASTE
PAMS/F)occulbnts and in accordance with the manufacturer's instructions. erasion nn disturbed soils for temporary or permanent control needs.
1, Create designated hazardous Waste callectlon areas on-5lte.
4. Provide po rid irig area for containment of treated Stormwater before discharging 2. Place hazardous waste containers under cover or in secondary containment.
ofFSite.
S. Store flocculants in leak-proof containers that are kept under storm-resistant cover t ; NORTH CAROL.INA 3. Do not store hazardous chemicals,drums or bagged materials directly on the groun_i.
a surrounded by secondary containment structures. ,Environmental Quality
NCG01 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 041011t9
PART III PART III PART III
SELF4N5PECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECOROKEEPtNG AND REPORTING SELFJNSPECTION,RECORDKEEPING AND REPORTING
SECTION A:SELF-INSPECTION SECTION B:RECOROKEEPING SECTION C:REPORTING
Self-Inspections are required during normal business hours in accordance with the table 1.E&SC Plan Documentation 1.Occurrences that Must be Reported
below. When adverse weather or site co rid ltlons would cause the safety of the inspection The approved E&SC plan as well as any approved deviation shall be kept on the site. The Permittees shali report the following occurrences:
personnel to be in jeopardy,the inspection may be delayed until the next business day on approved E&SC pi an must be kept up-to-date th roug hout the save rage under this permit. (a) Visible sediment deposition in a stream or wetland.
which it is safe to perform the Inspection. In addition,when a storm event of equal to or The following items pertaining to the E&SC plan shall be kept on site and avafiable for
greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be inspection at all times during normal business hours.
performed upon the commencement of the next business day. Any time when inspections (b) 011 spills it:
were delayed shall be noted in the Inspection Record. Item to tlocumEnt Documentation Requirements a They are 25 gallons or more,
Frequency (a) Each E&SC measure has been installed Initial and date each E&SC measure on a ropy • They are less than 25 gallons but cannot be cleaned up within 24 hours,
Inspect (durtng normal Inspeceion records must lnclude: and does not signihcont;v deviate from the of the approved E&SC plan or complete,date - They Cause sheen an surface waters(regardless
huslness noun] locations,dimensions and relative elevetlons and sign an inspection report that lists each Y of Volume),or
t11 Rakn ea„Fe •Dolly pally rainfall amen1. shown on the approved E&SC plan. E&SC measure shown on the approved E&SC ■ They are within 100 feet of surface waters(regardless of volume).
maintained ri it na daily rain gage nbsa-adons are made during weekend nr
geod worklnq horlday pedods, and no inoWlnual day -Irdan rltlarrnatlon is plan.This dacumentatinn is required upon the
order avarlahle,TEMFd the rrr„+elatwe rain measurement for those an- initial installation of the E&SC reasures or if
attended days lane the will determine if a site inipectiap is the E&SC measures are modified after inKIM (C) Releases of hazardous substances in excess of reportable quantities under Section 311
needed]. Gays on which no rainfall urr.urmd shall be recorded as Installation. of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA
-zero" The perminat may use another rawmonrmring devtce 7a,e of radio has been completed. Initial and date a copy of the a (Ref:40 CFR 302.4)or G.S.143-215.85.
approved by the Nyhron, 8 g approved E&SC
(2)E&sc At react once per 1 Wonuflintion of the measures Inspected, plan or complete,date and sign an inspection
fyleawres 7 calendar dayi 2 Date and time oft he Ir+spectivn, report to indlcate completmn 4Fthe (d) Anticipated bypasses and unanticipated bypasses.
Z and within 24 3- Namr of the person pntormlng tnr Inspectlon, Construction phase,
Q hpurs of a ralh 4. rnaiq;k+n at Whether the measures wen°pprraring
event�1.DIn&h properly. (c) Ground cover is located and installed Initial and data a copy of the approved E&SC
24 hours 5. Descr+ptionOF m4lutenanr[need5 far lhomeasure. in accordance with the approved E&SC plan or complete,date and sign an Inspectian (e) Noncompliance with the conditions of this permit that may endanger health or the
>= I. Deurlpflon,Bode-c.and dato Pw,recrim air tipns raken- ptdrl. mincrt to iri&cate comptiance with approved environment.
> fit Sr0rmwaner At rr!a 51 Dose per 1 Ideniplcation of tht dkwhargk outfalls in 5peeted, ground cover specifications.
Z discharge 7 Calendar days 2 bate and drne or the mpettlon,
Q m,tfolk(Sues) and within 24 1, Name of the pettan perfnmtinq the inspection, (d) the maintenance and repair Cam plate,date and sign an Inspect Ion repair. 2.Reporting Tlmeframes and Other Requirements
of houn of a rain a. Evidence aF inditam rs of srcemwater polMi m such as oil requ imm en%for all F W measures
m eyem a Lo Inch In WtuCq.Flea Ling or suspended solid)or akw1ora4m, have been performed. After a permittee becomes aware of an occurrence that must be reported,he shall to ntact
24 hours 5. Indicaclon of valua iedirncnt leaving the mte, the appropriate Division regional office within the tlmeframes and in accordance with the
Q 6. baser! scan,evidence,and dawoFcorrenrveactronsiseken. (el Corrective aC119n511aVe tleen taken Inkial and date a copy of the approved E&SC other requirements listed below. Occurrences outside normal business hours may also be
(a)pnrimpfe•of At feast ance per If yislhle s c imentalion K found nutslile site limits,then a rrxnrd to E&SC measures. plan or complete,date and sign an Inspection reported to the Department's Environmental Emergency Center personnel at(800)
site 7 c-lehdar days of the followkng sWl be tirade: report to and+rate the completion of the 858-0368.
N
W and wichin 24 L Anions ultert to clean tip or swbllize the sedlmenr that has leh corrective aWon.
M h"rs of a fa;p The Sim limits,
event Z 1.0 inch In 2 Prnriprinn,(MOMCe,and date of I:orrettry*action:taken,and 2-Additional Documentation to be Kept on Site Occurrence _RerrortSng Timeframes[Aker Discovery]and Other Requirements
N 24 hours i.An explanation as to the actions taken rn control folure In addition to the E&SC plan+documents above,the following items shall be kept on the (a)Visible sediment a Witfrin 24 hours,an oral or electronic natifkaUon.
N lei :rs. site and available for inspectors at all times during normal business hours,unless the deposition In a a within 7 rafendnrddys,a report thatconta!ns n description of the
(5}strxama or At rear once per if the stream or wet had has Inrm-d viirble sedimenta don ar a stream Or wetlar+d
o_ Div islon provides a site-specific exemption based on unique site conditions that make sedimzni and actions taken to address the cause of thedepcsltion,
wetrands nrgrte ]carendar days stream haz vrslb;e.,rea led turhrdlty from fie ten4enlnlon
Lu m tift9lte and within 24 aalvl[y,then a record at the lallawlng shall he made: this requirement not practical: Dlvlsion staff may waive the requ lrement for a.written report on a
Qtwberc hour:of a rain 1. DeS;ioli-,evdence and dace nF corr,atbw ar 1-1 raker,and case-by-case basis.
0 aEce15RA I eylnt a Lil IntIT lM1 2. Rutad5 of theregulred repastsfa the appropriate DIVklnn (a) This General Permit as well as the Certif[cate of Coverage,after it is received. a If the stream Is named on the NC 3031di fist as imp al red for sediment-
ZA lry n s_ __ Ftegronal Grime per parr III,section C.Hem(2l(at of film p-L reWted causes,the permittee may be feduved to perform additlonal
t0 tims+nd Aker each phase 1- the phase of groping li nstallitian.o permeter f l E&SC manitd ri ng,in 5pactions a apply more Stringent pf actices it staff
O (b) Records of Inspections made during the previous twelve months.The permittee shall
J ssahillration otgrading measures,rleaFirg and grubLrng,fns+alla[ran vF storm determine tFrai additional requirements are needed to aSsp Fe compliance
0- measures draw agefacilldes,cortpWton of all landaicturbing record the required observations on the Inspection Record Form provided by the with are federal orsmie impaired-waters conditions.
U activity.canstrucllvn or redeve lopmem-permanent Division or a similar inspection form that includes all the required elements. Use of (b)❑iI spit is and • WftWn24 hours,an anal at electronic notlfkatlon.The notification
$1ound COwri• electronically-available records!n Ileu of the required paper copies wilI be allowed if
Q 2- oacum.ntrotlan char 11-mgyired grind stabillratrrm release of shall include information about the date,time,nature.volume and
J measures nave been provided WITl+in the required shown to provide equal access and utility as the hard-copy records. hazardous
location of the spill cr release.
Q time name or an assurance that Fhey wiri bV provided as substances per;tern
w span a5 o-lble, 3.Documentation to be Retained for Three Years lfh}-{c1 above
All data used to torn plate the a-N01 and all Inspectian records snail be maintained for a perlad
Z (c)Anticipated • A report at lease ten days before the date of the bypass,if possible.
w NOTE:The rain Inspection resets the required 7 calendar day Inspection requirement, of three years after project completion and made available upon request[40 CFR 122.41] bypasses[40 CFR The report shall include an evaluatlon of the anticipated quality and
U _1.22.41(m)(3)1 effect of the bypass.
N PART It,SECTION G,ITEM toy id[unanticipated within 24 hours,an oral Dr electronic notification.
O DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT hypasses F40 CFR . Within 7 carendcrdmyy a report that includes an evaluation of the
C? 122A3(rrtil3]] qua!Ity and effect of the by ss.
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(e)hlontomplfance t47tlrul 74 hours,an anal of erettfonit natiTicatian.
� Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface wrien these devices need to be drawn down With the conditions - 1 Wif 7 calendar days,a report that contains a description of the
w for maintenance or close out unless this is infeasible. The circumstances In which it is not feasible to withdraw we ter from the surface shall be rare(for example,tlmes with extended cold weather]. of this permit that ndntomplianw,audits causes;the period of noncompliance,
QNon-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: may endanger including"na dares and times,and if the noncompliance has not
3j health or the been corrected,the anticipated time noncompliance is expected to
fir (a) The E&SC plan aLithorlty has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The non surface withdrawai environment(ae continue;and steps taken or planned to reduce,eliminate,and
Ur CFR 122.41(11(7)I prevent reottu rre nc-of the nonm mpllance,f40 CFR 122.4111)Is)-
Z shall not commence untie the E&SC plan authority has approved these items, ■ Dlvlsion staff may waive the requirement for a written report on a
Q (b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III,Section C,Item(2)(c)and(d)of this permit, case bytase bases,
ly (c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited,designed and maintained dewateririg tanks,weir tanks,and fiItrabon systems,
_ (d) Vegetated,upland areas of the sites or a properly designed stone pad is used to the extent fea si ble at the outlet of the dewatering treatment devices described in Item(c)above, ti
U (e) Velocity dissipation devices such as check dams,sediment traps,and riprap are provided at the discharge points of all dewatering devices,and r�'yT l NORTH CAROLI W,,
_~ States 'Environmental Quality
IQ Sediment removed from the dewatering treatment devices described In Item(c)above is disposed of in a manner that does not cause deposition of sediment into waters of the United .
2
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2360
—__ — 2366.71 4 —
---___— 2366> 2ss5 \, / / ;'/——————— —/ � , / / / ' —\j
.88 2370.80------- _ ? \ #Alft PROPOSED GRAVEL (TYP) TO REPLACE
Namr - 2367-____ EXISTING GRAVEL PATH AFTER ALL
2368 PROPOSED GRAVEL (TYP) TO REPLACE INSTALLATIONS, FOLLOW EXISTING GRADE
2366 —Ji o EXISTING GRAVEL PATH AFTER ALL
♦ INSTALLATIONS, FOLLOW EXISTING GRADE
1woo 2370.35 \
PROPOSED VORTEX GRIT REMOVAL 2378.86 CONCRETE STRUCTURES \
^ 2378.2s
2370.22 A,25� TROUT STREAM BUFFER (TYP)_// \ I \y / 9\ \\ /
5/8" RBF Ly 2381.90 E:867278.05
2370.58 EL:2385.52
ZONE A FLOOD BOUNDARY (TYP),
APPROX 100-YR FLOODPLAIN 2370.58 2384.33
366
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Q 2384
W W� PROPOSED VORTEX GRIT REMOVAL CONCRETE STRUCTUREPROPOSED GRASS (TYP
FOLLOW EXISTING GRADE 2382
2370.90
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8514.26
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2370.8s
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2355.97 � ~
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2357.10 ti�
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2357.10 HP 1 `r\ A C-113 AND C-114 FOR GRADING PLAN
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2356.66 2357.10
a a 2357.89 I 2357.28 BOC - 1 - -
2358.25 r 1 ! j 2355.64 /
t 2356.20 HP
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BROODSTOCK RACEWAYS, SEE BUILDING 2356.19
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SHEET C-115 FOR GRADING PLAN , \e N -o�
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2356.30 ` 2356.20 \� J
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2358.20 BOC I 2358.45 I `�2 � 2356.30 I a 1
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2356.51 11 2350.26
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PROPOSED PERMANENT DITCH (TYP) I 2355.B2 2356.30 \
11\'� S S M H 2350.38 /
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FFE - 2357.70 N ; 2356.30 \ \
TOP, AS NECESSARY
)kj` _ / '\, I
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N i 2356.30 \I I n
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2356.80 LP ~ `r � 2357,
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2356.95 �� 2355.76 /
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2354.69
2354.61 \ )- 1
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2354.56 JI PROPOSED PERMANENT DITCH �o ��� ui
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)2354.15 I - - - - - - - - - - - - - - - - - - - - -- - - - - - - - w
/ J I /�I �O 2354.21 h �� � Q
I / ^� ,�� UPPER TOW:2356.98 �y^`' ti� 2352.45 UPPER TOW: 2356.98 I UPPER TOW:2354.47 UPPER TOW:2353.21 2347.79 LP co
I I I 1 INNER GR: 2356.97 INNER GR:2353.01 - INNER GR: 2350.92 INNER GR: 2349.35 23 w
2355 �I / OUTER GR: 2356.97 OUTER GR: 2352.35 - OUTER GR:2351.37 OUTER GR:2349.81 N w
/ > RACEWAY ALIGNMENT.->���� ������ ���� RACEWAY ALIGNMENT:�� ������� � D RACEWAY ALIGNMENT:�������� _RACEWAY ALIGNMENT: 0 ��,�� L�_ Ui
l I/ 10+11.41 �2354 11+59.87 12+99.04 13+98.37 �_ }
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ti z 2351.59 J 2347.91
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2355.11 " X A a BIS CIS �� DIS 0 0
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n2356.92 PRODUCTION RACEWAY STATIONING (TYP) A N N
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IPS GPS STATIC rI NC14 LL
580079.41
2355.97 867474.5 10 00 1+00 12 00 13 .00 14 00 15
EL2354.41 v
: 2357.i6 TOW: 23 z
2356.00 A 4 J�zN
B 4 C 4 _ D 4 GR: 2347.51
_ RACEWAY ALIGNMENT:
J TOW: 2356.53 TOW: 2356.53 TOW: 2355.12 ,I (1 TOW: 2351.45 15+13.49
GR: 2356.24 �4 GR:2355.91 A 3 GR:2353.20 / B 3 TOW: 2352.87 3 GR:2349.54 D 3 ) ;
RACEWAY ALIGNMENT: I RACEWAY ALIGNMENT: RACEWAY ALIGNMENT: r GR:2351.18 RACEWAY ALIGNMENT: TOW:2349.80
10+30.00 1 10+36.49 TOW: 2353.47
11+51.08 RACEWAY ALIGNMENT: 13+89.58 " RACEWAY ALIGNMENT:
/ `�: r/ N� yh RACEWAY ALIGNMENT: 12+74.99 I , Z GR:23MENT: I
2356.60 "
�� GR:2351.67 I y 1 I
2357.10 / l ti `�� 12+63.50 -, 15+02.00 �yo I
o N 1
2357.10 HP I A2 III Ir B2 II C2 �I D2 /11
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zi
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TOW:
2351.52 47 -UPPER OW:2352.87
O X UPPER TOW: UPPER TO
, GW:2356.98 UPPER TOW: 2354. TOW: 2353.21 TOW: 2349.20 �I � '
INNER GR: 2356.97 INNER GR: 2353.01 INNER GR: 2350.92 INNER GR:2349.35 GR:2347.84 l
OUTER GR: 2356.97 OUTER GR: 2352.52 RACEWAY ALIGNMENT: OUTER GR:2351.50 OUTER GR: 2350.37 RACEWAY ALIGNMENT: /
12+68.50 2347.91
RACEWAY ALIGNMENT: ` RACEWAY ALIGNMENT: 2351.59_ ° RACEWAY ALIGNMENT: RACEWAY ALIGNMENT: 15+07.02 ° \
10+11.40 11+59.87 _ �� ® ' 12+99.04 13+98.37 v
356.66
PROPOSED RACEWAY TANK TOP OF WALL PROFILE
2360 SCALE: HORIZ. 1"= 20'
STA =10+30.00 VERT. 1"= 2'
TOW ELEV = 2356.53 STA =10+36.49
TOW ELEV = 2356.53
PERIMETER WALL PERIMETER WALL
STA =10+11.40 STA =10+58.92 STA =11+51.08 STA =11+59.87
2358 TOW ELEV = 2356.98 TOW ELEV = 2356.16 TOW ELEV = 2355.12 TOW ELEV = 2356.98
STA =12+68.50
w TOW ELEV = 2352.87 of
. oX STA =12+75.00
m o TOW ELEV = 2352.87 PROPOSED RACEWAY PERIMETER WALL
>_ STA =10+00.00 STA =15+13.50
Q ELEV = 2357.10 d a a .
2356 < STA =12+63.50 TOW ELEV = 2347.79
d STA =11+51.08 PERIMETER WALL
Q oo� d TOW ELEV = 2353.47
TOW ELEV = 2353.47 STA =12+99.04
a a TOW ELEV = 2354.47 PERIMETER WALL
M STA =13+98.37 STA =15+13.50
N _p 25X TOW ELEV = 2353.21 TOW ELEV = 2349.20
STA =13+89.58
2354 d a a a a STA =12+75.00 TOW ELEV = 2351.45
PVI STA = 10+12.78 �s� d a. a a a TOW ELEV = 2351.45 STA =15+07.00
o PVI ELEV = 2357.10 -� d TOW ELEV = 2349.20
o A.D. K: 5.00 -0.25% d °4 STA =13+89.58 STA =15+02.00
a 25.00' VC a ° a d d� d a d TOW ELEV = 2349.80 TOW ELEV = 2349.80
o BVCS: 10+00.28 d a.
0 2352 BVCE: 2357.10
�s a
EVCS: 10+25.28 ,n L6 ao v 4 d d a
w EVCE: 2356.48 0+M d a d ^ a
_ N PVI STA = 11+24.93 a
+ 1 PVI ELEV = 2354.43 -0.25X a PROPOSED CONCRETE GROUND d d
A.D. = 5.43 � rn d
mm �� K: 5.00 N cco� nn T ` a d. d � .
cof� 2350 EXISTING GROUND i?w 24.s1' vc ±� �o s d d �-
BVCS: 11+12.63 0
N U N rn PVI STA = 12+74.53
BVCE: 2354.46 > uj M LO d
o m cii c� +n 6 . PVI ELEV = 2350.98 4 d
o EVCS: 11+37.23 >> N N LO -0.25X
EVCE: 2353.80 uj w r + A.D. = 6.25 a
K: 5.00
VI STA = 10+62.9 0 28.77' VC
w VI ELEV = 2354.5 VI STA = 11+ 2.6 m 0° cii BVCS: 12+60.15 o � `6
A.D. 5.25 BVCE: 2351.85 +to �o
VI ELEV = 23 3.0 >
z 2348 A.D. = 5.4 EVCS: 12+88.92 + PVI STA = 13+90.57 PVI STA = 14+82.99
a K: 5.00 cii M PVI ELEV = 2349.10
g 23 73 VC EVCE: 2350.95 w �N PVI ELEV = 2349.34
c� A.D. = 5.69 A.D. = 6.28
24.62 VC PVI S A = 12+44.81 >> &j w K: 5.00 K: 5.00
PVI L = 2352.77 >> 28.88' VC
25.97' VC
U) A. = 6.25 �''w BVCS: 13+77.58 BVCS: 14+68.55 Go
z : 5.00 VI ST = 13+64.4 BVCE: 2349.14 O1
Q 2346 PVI EL V= 2350.76 EVCE: 2350.04 EVCS: 14+97.43 ^ 0
EVCS: 1Cb
4+03.55 EVCE: 2348.23
o <: 5.00 EVCE: 2349.30 N
Lu
2 .97' VC ,O N
U
2 m U U
VI STA = 15+12.4Z w
LL 2344
LU A.D. = 6.28
K: 5.00
co 28.88' VC
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9+60 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20
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NO. DATE BY DESCRIPTION K. SEAMAN B. CATHEY OCTOBER 2023 19.00124 SCO #19-20324-02A

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PLAN PROPOSED PERMANENT DITCH uPPER Tow: 2347.50 E: 86S,234 a� EL. 23 °
(TYP), NORTH OF RACEWAYS, INNER GR:2339.84 R2_ 2340.93 z
- - - - - - - - - - - - - - - - - - - - - - SEE SHEET C-131 FOR DETAIL - - - - - - ui
OUTER GR: 2342.42 - 2339.75
UPPER TOW: 2352.01 UPPER TOW: 2350.23 UPPER TOW: 2348.84 RACEWAY ALIGNMENT: i� fy
ui
.30 HP INNER GR:2347.27 INNER GR:2345.68 1 INNER GR:2343.59 20+48.62 2339.68 LP 0
OUTER GR:2348.29 OUTER GR: 2347.12 OUTER GR:2344.71 2339.71
_RACEWAY ALIGNMENT: RACEWAY ALIGNMENT:,��� ������ _RACEWAY ALIGNMENT:��
15+38.04 16+37.37 '- 2345 17+76.16 - 2340 2339.60 LL
W
Jr r s��� 7 / / \ Q
r\ J 2339.70 2339.67 U)
- 2344.29 \ j N 0-1
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Q J I I� 2339.68 2339.56 LP }
I � m
E6 E6 66 HIS ; I6 'I - 2339.16LP
a a
z
E 5 PRODUCTION RACEWAY STATIONING (TYP) G 5 H 5 _ 15 2339.17
a a
N `N N N N N N N I O
U
16400 ��17400 18+00 19+00 2 00 21 00 / -- w
j O
', /'E4 E4 ' G4 H4 I4 \\ \
E 3 TOW:2347.79 3 TOW:2345.27 G 3 TOW: 2344.12 H 3 r� TOW: 2341.59 j 3 , a,''�' \
GR: 2345.87 � GR: 2342.18 GR: 2340.12 2339.25 2339.61 z
RACEWAY ALIGNMENT: GR: 2343.86 RACEWAY ALIGNMENT: I I I
TOW: 2346.12 I RACEWAY ALIGNMENT: Q �� RACEWAY ALIGNMENT: TOW: 2340.47 I II I N
16+28.08 GR: 2344.35 17+51.99 18+66.58
19+90.49 GR: 2339.78 I I o
I RACEWAY ALIGNMENT: I �\ \ RACEWAY ALIGNMENT:
I' 17+40.50
\ \
i
E2 E2 N rya 62 H2 � � �- �'� I2
a a � I
N
' E1 E1 61 H1 ' I1
\ TOW: 2345.53 TOW: 2342.46 TOW:2341.87
\ Q RE-ESTABLISH PRE-EXISTING GR:2344.20 zi GR: 2340.56 \_GR: 2340.43
GRADES UPON COMPLETION RACEWAY ALIGNMENT: Qst RACEWAY ALIGNMENT: RACEWAY ALIGNMENT: 2339.16 LP-A,
OF RACEWAY CONSTRUCTION 2344.29 0 ,17+45.50 0 ��0 19+79.00 19+84.00 0 2339.77 \�
UPPER TOW: 2352.01 ^Jf _ �\ ��� -�`
I -4p
NNER GR:2347.27 UPPER TOW: 2350.23 _ UPPER TOW: 2348.84
UP ER TOW:2347.50
INNER GR:2345.68 GAZER ,� i INNER GR: 2339.84 F-
OUTER INNER GR: 2343.59 GR:2348.60 --------- - ------- - - - OUTER GR: 2347.57 \\ 'OUTER GR:2345.23 J /- , OUTER GR:2340.23 0 2339.77 2339.53
X � d
RACEWAY ALIGNMENT: RACEWAY ALIGNMENT: �\ \`_RACEWAY ALIGNMEN J�� `-� o N RACEWAY ALIGNMENT: I
15+38.04 /--- -- l--- 16+37.37 \ 17+76.16 \ / / \ A. 20+48.62 a e
_ � I.e i
PROFILE 235
PERIMETER WALL SCALE- HORIZ. 1"= 20'
STA =15+38.04 VERT. 1"= 2'
TOW ELEV = 2352.01 STA =17+45.50
7STA =16+28.08 TOW ELEV = 2345.53 PROPOSED RACEWAY PERIMETER WALL TO 235
PERIMETER WALL TOW ELEV = 2347.79 TERMINATE AND CONNECT TO RACEWAY
STA =16+37.377\ PROPOSED RACEWAY PERIMETER WALL STRUCTURE PER ARCHITECTURAL AND
TOW ELEV = 2350.23 STA =17+40.50 STA =17+52.00 STRUCTURAL PLANS
° TOW ELEV = 2346.13 TOW ELEV = 2345.53 STA =18+66.58
ui
d STA =16+28.08 PERIMETER WALL TOW ELEV = 2344.12 235
° TOW ELEV = 2346.13 STA =17+76.16
d . d ° ° ° TOW ELEV = 2348.84 PERIMETER WALL
Q d a STA =20+48.62
TOW ELEV = 2347.50
°LO Q d ° a ° d ° �. ° STA =18+66.58
° ° Q d d d ° ° Q STA =17+52.00 TOW ELEV = 2342.47 234
N a o e 00
° ° d d TOW ELEV = 2344.12 STA
STA =19+79.00 TOW ELEV=19+84.2341.87
o.25x Q ° d PROPOSED STRUCTURE AT END OF
° TOW ELEV = 2342.47 RACEWAYS PER ARCHITECTURAL
4 d d 4 d 4
O e .
° d Q ° ° B d d d AND STRUCTURAL DETAILS
°
o a d ° Q d d ° 2346
d ° -0.25X . ° ` ° a d ° Q ° d d d STA =19+90.50
Q d
Q B d d °. ° d TOW ELEV = 2341.
EXISTING GROUND �s �. Q d PROPOSED RACEWAY TANK
w o o a d d d ° Q ° ° TOP OF WALL a Q a °
00^ `' ° d Q . 234
+M a d Q d STA =19+90.5o PROPOSED CONCRETE GROUND
z �_N + a 0.2556 d ° °
Q cii`'' Q d ° TOW ELEV = 2340.47
d Q ° STA =21+02.92
o m
PVI STA = 16+29.20
m m PVI ELEV = 2345.67 pp�°. ° °. Q d d TOW ELEV = 2340.47
c\i >w A.D. = 5.59 d
W d a 'ed e d
w 25.6' VC N a a e Q d d 234
-0.25�
BVCS: 16+16.47 r7 00 cfl Q
VI STA = 16+02.3 BVCE: 2346.35 +r� t° � Q
ui PVI ELEV = 2347.11 EVCS: 16+41.93 N (0� N 0000 �S ° °
U) . = EVCE: 2345.64 cii w i.N a0 N � � p0� d
z K: 5.00 0 Ff
> 00 N Oo co ° d d
g 25.46' VC m 00 > > w ,�,� `n N c e e e d 234
J 0.25%
5 w m �w PVI STA = 18+67.33 w rn N
VI STA = 18+38.'1� PVI ELEV = 2342.01
STA = 19 53...
PVI STA = 17+22.27 VI STA = 17+5 .93 ELEV = 2 41.
z_ PVI ELEV = 2345.44 _ VI ELEV 2343.4 A.D. = 5.25
K: 5.00 A.D. = 5.2 >w PVI STA = 19+90.03
A.D. = 6.29 A.D. = 6.29 23.75 VC K: 5.00 PVI ELEV = 2339.99 _ PVI STA = 21+34.47
K: 5 00 w PVI STA = 21+01.96
K: 5.00 23.74 V A.D. = 5.25 PVI ELEV = 2339.06
28.955 0C 28.95' VC 23.75 VC0�1 BVCS:BVCE: 2342 61 5 PVI ELEV A.D. 23 2.25 233
BVCS: 17+07.80 EVCS: 18+79.21 K: 5.00 K: 5.00
= BVCE: 2345.48 EVCE: 2341.98 23.74' VC 8.73' VC A D K: 5.00
EVCS: 17+36.74 BVCS: 19+78.16 19.98' VC
= EVCE: 2344.57 BVCE: 2340.58 BVCS: 20+97.59 BVCS: 21+24.48
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NO. DATE BY DESCRIPTION K. SEAMAN B. CATHEY OCTOBER 2023 19.00124 SCO #19-20324-02A

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\. MIN. 10'X15'
\ OUTLET BEYOND OF SILT
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BAFFLES TURN SILT FENCE \ \ /������ OPENINGS GROUND (MAX. 4' SPACING) ATTACHMENT POINT
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STANDARD HARDWARE 11 1� ATTACH HARDWARE CLOTH TO PROP DESIGN SURFACE AREA ELEV WEIR MIN 12" - TYP. BOTH SIDES \/\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\
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HIGHER THAN BASIN TO SPILLWAY WEIR MIN. 5' WIDE ���\�� ��\��\��\��\��\��\��\�
INFLOW DEPTH INDICATED ON 1' MIN. FREEBOARD \�\ ,\\ \\ \\ \ \j�\j�\ \\�\\,\\ \\�\\�\\�\�. INSTALL ON LESS
STRUCTURE ELEV.
PLAN THAN 5%SLOPE
SILT FENCE OUTLET TO BE NOTES: 6"#57 STONE
LOCATED AT LOW POINT IN \ri WATER
ELEVATION SILT FENCE OR AS SPECIFIED =J� SURFACE SV7_ Z R) WATER DEPTH 1 ATTACH HARDWARE
FASTENERS. OUTSIDE OF FENCE POSTS WITH SECTINOBS ON UNDISTURBED EARTH
NOTES: /�\/\ /\\/\\//y/�� ACROSS SPILLWAY 2. FILTERS SHALL BE INSPECTED WEEKLY AND AFTER EVERY RAIN
ARRY LINER DOWN TO AND REPAIRED AS REQUIRED. 1. FILTER BAG SHALL BE CONSTRUCTED OF NON-WOVEN FILTER FABRIC WITH A MIN. 8 OZ/SQUARE
1. FILTER BARRIERS SHALL BE INSPECTED 3. SEDIMENT DEPOSITS SHALL BE REMOVED ��\ w //\\j/\\j\j - YARD WEIGHT
/\ \ ----- -- - ----- -- w - /\/\L_________ = EXISTING GRADE (EDGE
IMMEDIATELY AFTER EACH RAINFALL AND AFTER EACH STORM EVENT AND WHEN \ N - 3. SEDIMENT SHALL BE REMOVED AFTER DEPOSITS REACH HEIGHT
DAILY DURING PROLONGED RAINFALL. DEPOSITS REACH APPROXIMATELY 1/3 //\�\� \r ----------- OF DISTURBANCE) OF BARRIER. /
�\ 2. FILTER BAG FABRIC SHALL HAVE A FLOW RATE OF 80 GPM S.F. OR SIZED FOR PUMP DISCHARGE
FILTER /�/i//,/. /i/.//,,//��/// / /\//�/r/' r\ r\
REPAIR SHALL BE MADE AS NECESSARY. HEIGHT OF BARRIER. FABRIC /� \�\., `\`\`\`\\`\ 3. SILT BAG SHALL HAVE SLEEVE SEWN-IN SLEEVE FOR RECEIVING THE PUMP DISCHARGE AND PUMP
SKIMMER TO EXIT AT POND 4. STEEL POSTS SHALL BE MINIMUM 1:25 POUND PER L.F.
2. FABRIC SHALL BE REPLACED PROMPTLY 4. SILT FENCE OUTLETS SHALL BE LOCATED SEDIMENT INVERT ELEVATION OR LOWER TURN EDGES OF HOSE SHALL BE SECURELY ATTACHED TO SILT BAG
STORAGE DE-WATERING IF POSSIBLE FABRIC DOWN MIN. 12" 5. REF: NCDENR 6.51. 4. SILT BAG SHALL BE REPLACED WHEN HALF FULL OR PUMP DISCHARGE RATE IS REDUCED ENOUGH
IF FOUND TO BE IN DISREPAIR. SILT
LOW POINTS IN CONTINUOUS RUNS OF ZONE ZONE INTO GROUND - TO CAUSE OVERFLOW. CONTRACTOR SHALL PROVIDE ADDITIONAL BAGS AS REQUIRED.
SILT FENCE. NOS: TAMP AND COMPACT
RIP RAP LEVELING PAD ALL EMERGENCY SPILLWAYS SHALL BE SEE EROSION CONTROL 5. BOTH FILTER BAG AND SILT WITHIN SHALL BE DISPOSED OF IN A PROPER MANNER AFTER
UNDER SKIMMER TO PREVENT LINED IN ACCORDANCE W/ NCDEQ STDS. PLAN FOR DISCHARGE MATERIAL INSIDE IS DRY, RESULTING IN NO DISCHARGE TO THE STREAM
GROUNDING OUT SECTION FABRIC SHALL BE TERRATEX GS - INSTALL PIPING SIZE & LENGTH
EC SILT FENCE - OUTLET PER MANUFACTURER'S RECOMMENDATIONS
2 EC INLET PROTECTION EC DEWATERING SILT BAG
UPDATED MARCH,2017 14 UPDATED MARCH,2017
NOT TO SCALE AFTER SKIMMER IS INSTALLED UPDATED MARCH, 2017 29
CONTRACTOR SHALL NOTE SKIMMER NOT TO SCALE J
ARM ASSEMBLY SIZE OF ORIFICE INSTALLED W/ A NOT TO SCALE
.. PERMANENT MARKER - NOTATION TO
•• BE VISIBLE OUTSIDE OF BASIN
10' MAX. CENTER TO CENTER w
CHAIN-LINK NOTES. 9 GAUGE HIGH STRENGTH TENSION WIRE
FENCE 24' Tom• WIRE OR PLASTIC TIE (TYP.) N ENCLOSURE 1. INLET ZONE (A) SHOULD HAVE 25% OF SURFACE STRAND - SECURE TO EACH POST
AREA. FIRST CELL SURFACE AREA, SECOND BHCELLD HAVE 25%(C) SHOULDOHAVE RE
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25% OF SURFACE AREA AND THE OUTLET NE N - SECURE TO
N (D) SHOULD HAVE 25% OF SURFACE AREA. SUPPORT WIRE - VERTICAL POST
STAKE TO TO SIDE OF BASIN
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WATER 4' 0" MAX.
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z TOP VIEW LEVEL FRONT TO BACK AND SIDE TO SIDE. 11 11
11 11
~ = Z END CAP PVC VENT PIPE SCHEDULE 40 3. P , E DRIVEN TO D �1 11 TOP SHOULD
FABRIC
PVC ELBOW OF INCHES, SPACED A MAXIMUM OF 4EF ET 11 � LLLL LLLLL LLLLLL LLLLL LLLL LLLL \\� 11
O M 3 �: . PVC PIPE u ✓�/ LLL LLLLL LLLLLL LLLLL ;z LLL LLL / // u SHOULD BE 6"
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^ co rv. WATER SURFACE LLLLL LLLLLL LLLLL rLLL ``� SHOULD BE 2"
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5. INSPECT BAFFLES AT LEAST ONCE A WEEK AND
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z / EMBEDDED FABRIC /� ••� AFTER EACH RAINFALL. MAKE ANY REPAIRS \\/ b/////// //// ////// / /////
\\ \ \ IMMEDIATELY. REMOVE SEDIMENT DEPOSITS WHEN a \/\/\/ \/\ / /\��\��\• \/\/
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r / / SECTION VIEW \ PVC PIPE X" HOLES SUPPORT POSTS, 24" MIN. 700 2
PVC PIPE DESIGN MANUAL: 6.65. g/m COIR MESH OR SIMILAR
m \ SCALE: 1/2"= 1'-0" \ \ IN UNDERSIDE PVC TEE BURY INTO BOTTOM OR
SECURE BOTTOM OF BAFFLE TO
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SPILLWAY SPILLWAY INVERT BOTTOM BOTTOM SKIMMER ORIFICE ��/��/i\ /%/��i�� 25% OF SURFACE
( SIZE I N a� AREA (A)
W ELEV. (ft) WIDTH (FT) SLOPE RATIO DEPTH FT ( � \\\ii\\ \\i///
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d CONSTRUCTION SPECIFICATIONS: �� �� ��/j�/j�/j�/��/��/�\ /��/j//j//j FIRST CHAMBER
2337 2336 1 x 10 10 2330 3: 1 6 183 43 3 1 .5 �`\�i/i/��i�\�i�\/i; \�i\�/\\i\ ' 25% OF SURFACE
1. CHAIN-LINK FENCE SHALL BE 42 INCHES IN HEIGHT AND USE 42 INCH FABRIC AND 6 FOOT LENGTH POSTS. '\/\\/\\ \ \\\\/\\ /\/��
U 2. POLES DO NOT NEED TO BE SET IN CONCRETE. / / \ \/\//\ AREA (B)
U) 3. CHAIN LINK FENCE SHALL BE FASTENED SECURELY TO THE FENCE POSTS WITH WIRE TIES OR STAPLES. SECOND CHAMBER
z 4. FILTER CLOTH SHALL BE FASTENED SECURELY TO THE CHAIN LINK FENCE WITH TIES SPACED EVERY 24" CLASS I RI 25% OF SURFACE
HORIZONTALLY AT THE TOP AND MIDDLE (VERTICAL) SECTIONS. OU AREA (C)
5. FILTER CLOTH SHALL BE EMBEDDED A MINIMUM OF 8 INCHES INTO THE GROUND.
p 6. WHEN TWO HORIZONTAL SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED BY 6" \\//
= UTLET ZONE
7. FILTER AND BARRIERSSHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND DAILY DURING PROLONGED rLDED. r/\//\j/ \//\j/\j/ /\j/\j/ \\\\5% OF SURFACE NOTES
\! 1. BAFFLE SPACING OF 25% EACH
U RAINFALL. REPAIRS SHALL BE MADE AS NECESSARY. /\ \ PER NEW NCDEQ RECOMMENDATIONS
Q 8. FABRIC SHALL BE REPLACED PROMPTLY IF FOUND TO BE IN DISREPAIR. r`\\/�/\\//\\// \/ /'�//\\\ /r`/�\\//\\// ��/ AREA (D) 2• BASINS LESS THAN 20' LONG REQUIRE
9. SEDIMENT DEPOSITS SHALL BE REMOVED AFTER EACH STORM EVENT AND WHEN DEPOSITS REACH APPROXIMATELY E C TEMPORARY SKIMMER BASIN \�\\�\\,\\>\> >�\j�\j�\��\>�/\/\//\>LL TWO (2) COIR BAFFLES
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SEE TABLE . . . . . . . . . . . . . . . . . . . . . . . . . BURY THE TOP END OF THE MAT IN A TRENCH 4" OR MORE
_ _ \� 115� (l6" IN DEPTH. TAMP THE TRENCH FULL OF SOIL. SECURE WITH
\�/ \ - - - �j\//\ 5cm) 10" Ir
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�,� /^ I - - - 1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP'S), INCLUDING ANY NECESSARY APPLICATION OF LIME, �`�
1 1 11 l 7 III I� V[ /' I 6" HUMP TO DIVERT RUNOFF
/ - - FERTILIZER, AND SEED. t"VV�L �� `�
s" MIN. w
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l ^�^�" 2"-3" COARSE AGGREGATE
II - - - - " 11= 7 4' (10 cm) 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP'S IN A 6 DEEP X 6 WIDE TRENCH WITH APPROXIMATELY 12 OF RECP'S "�. ':: '.'. .. "..: (RAILROAD BALLAST) �P� O
III=III= - -II.
- 7 - - EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP'S WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" " I MATTING SHALL BE: NORTH FILTER FABRIC `L� U)
.................... I I >.: : V AMERICAN GREEN, AMERICAN w
/ - - - - APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND 11 �
W EXCELSIOR EROSION CONTROL
- -
w
=III=III 11-........................ � 7 I I 2" 5" FOLD REMAINING 12" PORTION OF RECP'S BACK OVER SEED AND COMPACTED SOIL. SECURE RECP'S OVER COMPACTED SOIL WITH A ROW OF '' .r..: �� � ,I, BLANKET, OR APPROVED L�
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III III I 5cm-12.5cm) STAPLES/STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE RECP'S. 1. EQUAL. SEE PLANS FOR o
1� - - PRODUCT TYPE. NOTES:
............. -III III =11
II=III `�^� II�II _ - 3. ROLL THE RECP'S DOWN OR HORIZONTALLY ACROSS THE SLOPE. RECP'S WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. 1. A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL
IIIIIIII111 II � �I r - - . FASTENED TO SOIL SURFACE BY PLACING AND SPACING STAPLE TAKES IN APPROPRIATE LOCATIONS PER BE ENTERING OR LEAVING A CONSTRUCTION SITE TO OR FROM AN EXISTING ROAD.
ALL RECP'S MUST BE SECURELY FAS STAPLES/STAKES ALLOW 3" MIN. OVERLAP z
MANUFACTURER RECOMMENDATIONS
BETWEEN PARALLEL STRIPS 2. STONE TO BE 2 3 INCH WASHED STONE RAILROAD BALLAST.
- OR AS SPECIFIED BY PRESS ENDS OF MATTING 4" INTO N
THE SOIL AROUND STRUCTURES 3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT p
-II-III (10cm- 5cm) - 4. THE EDGES OF PARALLEL RECP'S MUST BE STAPLED WITH APPROXIMATELY 2"-5" OVERLAP DEPENDING ON RECP'S TYPE. MANUFACTURER, WHICHEVER AND STAPLE SECURELY TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING o
II-III-I. II= ` - - - IS GREATER PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE rn
6" =III=III =11- ` �II�III=1 5. CONSECUTIVE RECP'S SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" OVERLAP. AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES
(15 cm) STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART ACROSS ENTIRE RECP'S WIDTH. USED TO TRAP SEDIMENT.
NOTES: 4. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS
6. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAY BE NECESSARY TO PROPERLY SECURE THE MUST BE REMOVED IMMEDIATELY.
RECP'S. 1. INSTALLATION OF MATTING SHALL CONFORM TO MANUFACTURER'S REQUIREMENTS. 5. WHEN NECESSARY WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO
2. SEE PLAN FOR CHANNEL DIMENSIONS. ENTERING A PUBLIC STREET, WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON
AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED
7. INSTALLATION OF MATTING SHALL CONFORM TO MANUFACTURER'S REQUIREMENTS. SEDIMENT BASIN.
NOTES. 8. SEE GRADING PLAN FOR LOCATIONS 0 CUT AND FILL SLOPES. s. REFERENCE NCDEQ LAND QUALITY SECTION DESIGN MANUAL: 6.06.
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP'S), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND PERMANENT SWALE w/ EROSION
SEED. 9. MATTING SHALL BE : NORTH AMERICAN GREEN SC150, AMERICAN EXCELSIOR EROSION CONTROL BLANKET, OR EQUAL. INSTALL ON ALL
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE RECP'S IN A 12" DEEP X 6" WIDE TRENCH NTH APPROXIMATELY 12" OF RECP'S EXTENDED DISTURBED SLOPES (CHOSEN PRODUCT MUST BE RATED FOR SLOPES OF 2:1 OR 1:1). SEE PLAN FOR PRODUCT TYPE THAT MAY BE SPECIFIED rEC CONTROL MATTING EC TEMPORARY CONSTRUCTION ENTRANCE
BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP'S WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12- APART IN THE BOTTOM 10. ALLOW 3" MIN. OVERLAP BETWEEN PARALLEL STRIPS. UPDATED MARCH,2017
OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF 8 UPDATED MARCH,2017 24 NOT TO SCALE
RECP'S BACK OVER SEED AND COMPACTED SOIL. SECURE RECP'S OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY NOT TO SCALE
12" APART ACROSS THE WIDTH OF THE RECP'S. 11. BURY THE TOP OF THE MAT IN A TRENCH 4" OR MORE IN DEPTH. TAMP THE TRENCH FULL SOIL. SECURE WITH ROW OF STAPLES, 10"
SPACING, 4" DOWN FROM THE TRENCH. OVERLAP END OF TOP STRIP 4" AND STAPLE.
3. ROLL CENTER RECP'S IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. RECP'S WILL UNROLL WITH APPROXIMATE SIDE AGAINST THE SOIL
SURFACE. ALL RECP'S MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES PER MANUFACTURER'S RECOMMENDATIONS.
4. PLACE CONSECUTIVE RECP'S END OVER END WITH A 4" - 6" OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4" APART AND 4" ON CENTER
TO SECURE RECP'S EROSION 10 20' MAX
CONTROL
5. FULL LENGTH EDGE OF OF RECP'S AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN A 6" BLANKET SEE TEMPORARY SEEDING
DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 1-1/2"
NOTES FOR STABILIZATION
6. ADJACENT RECP'S MUST BE OVERLAPPED APPROXIMATELY 2" - 5" (DEPENDING ON TYPE) AND STAPLED. y> EXCASLOPVATED CUT �W�W �W METAL STAPLE OF STOCKPILE AREA
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK IS RECOMMENDED AT 30 TO 40 FOOT INTERVALS. USE A DOUBLE ROW OF STAPES \�\j ............
STAGGERED 4" APART AND 4" ON CENTER OVER ENTIRE WIDTH OF CHANNEL.
..................... O
s ........ .......... W O SILT SILT 10' MAX
8. THE TERMINAL END OF THE RECP'S MUST BE ANCHORED WITH A ROW OF STAPLE/STAKES APPROXIMATELY 12" APART IN A 6" DEEP X 6- WIDE TRENCH. / / // O. . .; ` FENCE FENCE
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. \\\\ �...................... HEIGHT
\/\/\/ 9 ...................
/\\/\\/\\� / ................... P
9. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAY BE NECESSARY TO PROPERLY SECURE THE RECP'S. �//
10. SEE SCHEDULE FOR PRODUCT TYPES. r/j\//j//j\�/�\��\\ s�................... EROSION CONTROL BLANKET SEE PLAN SHEET b q+
\ \ 40.................. FOR STOCKPILE
11. PRESS ENDS OF MATTING 4" INTO GROUND AROUND STRUCTURES AND STAPLE SECURELY. //\\// \/�\\ F. LOCATION AND SILT
FENCE PERIMETER
COMPACTED FILL
SLOPE
Lu A NOTES: \ \�\\//\\// \ \�\ \........ .\//\\//\\ / ..\ EROSION �I 2' �I 2'
\/\/\/ / \ / /\/\ \/\ CONTROL
CRITICAL POINTS \�//\\/\\�\�\� \\\\/\��� \\//\\/,o /\\/\ BLANKET
B 1. HORIZONTAL STAPLE SPACING SHOULD BE ALTERED �////\'//�/�//\// \/�/�//\//\/\.a /�/ / 2••
00 C A. OVERLAPS AND SEAMS IF NECESSARY TO ALLOW STAPLES TO SECURE THE \/3� \ \j
U B. PROJECTED WATER LINE CRITICAL POINTS ALONG THE CHANNEL SURFACE. \\i\ \�\j �\\/ /\\\\\\\ y�\j\\j\\/\ o I NOTES:
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INV IN: 2351.85 -j
\s!11 INV OUT. 2351.75 _ ��� PROPOSED STORMWATER SYSTEM A, N
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VERT. 1"= 2'
PROPOSED GROUND (TYP)
EXISTING GROUND (TYP)
235$ 235$
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INV IN: 2348.37 SHEET C-131 FOR DETAIL INV IN: 2345.09 1 INV IN: 2341.44 <
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INV OUT: 2349.75 - I I S S - S _ S S S S S S S
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f-��> - INV IN: 2336.51
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Alignment - Storm C PROPOSED PERMANENT DITCH, - ��
RIM 2347.82( ) ` NORTH OF RACEWAYS, SEE INV OUT: 2336.41 o
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J
_ � / i W
00 239 LF 18" HDPE -- 351 LF 24" HDPE i,J� `% - w
J
N
� � \ /
\1 I DOWNSPOUT WITH SPLASH BLOCK -- j ,�� �� I °'
F (TYP), SEE ARCHITECTURAL PLANS
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E 6 = J , G 6 H 6 ; 16
108 LF 8" DIP
E5 Z E5 ► G5 H5 `, i I5 �� /'
• I
i _ cn cn I cn N cn i / I
r� r7 r� r7 r0 1 r0 r7 � r7 I
N / Q N N N N I N N ;N N ` (n /
Q I ! 108 LF 8" DIP
E4 I G4 H4 ,' ; ';� I� I4
/ I
ZONE A FLOOD BOUNDARY (TYP),
APPROX 100-YR FLOODPLAI I
E3 J E3 ' ; G3 H3 �nL_j +� i; I I3
8" MUD VALVES (TYP 6), SEE Q �� I 8" MUD VALVES (TYP 6), SEE
SHEET C-902 FOR DETAIL AND a Q I + SHEET C-902 FOR DETAIL AND
C-142 FOR TYPICAL LAYOUT. a I C-142 FOR TYPICAL LAYOUT. Q
E 2 H 2 12
PROPOSED DRAIN LINE I I PROPOSED DRAIN LINE
0
FOR MUD VALVE cn un IU FOR MUD VALVE cn +� cn ,
INV OUT: 2342.42 C E 1 I INV OUT: 2339.08 a HI + , 11
I
PROFILE 2346
SCALE- HORIZ. 1"= 20'
o VERT. 1"= 2'
L)uj
-
2344
z —~ PROPOSED GROUND (TYP) PROPOSED CROSSING OF
RECIRCULATION LINE
In
EXISTING GROUND (TYP) �- � -
N 2342
LID
23 50 LF 18 \ �\
M " HDPE ® 1.059
w
Q
0
0
J
2340
0
351.38 LF 24 HDPE CAD 0.56%
w
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�N CARo STATE FISH HATCHERY RENOVATION STORMWATER SYSTEM C
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O
_r
PLA o
— , i Ji
iz
STORMWATER SYSTEM C SEE \\f`N^ ^'�� ROOF DRAIN SYSTEM NORTH
� SHEETS C-135 AND C-136 N ^� OF RACEWAYS, SEE SHEETS _
Q a
C-135 AND C-136 — — i-— _
zn
OOF
A ;_ �, _ o B6 C6 D6 I ', E6 Ji
/ — 4, I
NAS
t ri w
Ln
M N M M I zi M \ / N Q N N I / N I N ED
m j N N N N PROPOSED TRENCH DRAIN (TYP) `�' - N I a ) < ` , °
PER DETAIL ON SHEET C 141 `
Q 44 a j 4 1 ;� a PROPOSED TRENCH DRAIN (TYP) �� w o
�I PROPOSED 6" PERFORATED PIPE FOR PER DETAIL ON SHEET C-141 �'-' CID
ZONE A FLOOD BOUNDARY (TYP), T PROPOSED 6 PERFORATED PIPE FOR V
APPROX 100—YR FLOODPLAIN o i� RACEWAY SUBDRAINAGE TO CONNECT a �' RACEWAY SUBDRAINAGE TO CONNECT I o
��� c� �C i B TO STORMWATER SYSTEM D \ cn B 3 _ cn TO STORMWATER SYSTEM D �'-' cn w
f — PROPOSED JB—D1
/ < < l STA 10+00.00 Q f \ 1 = , — = o
; Q\ PROPOSED JB—D2 j I I v �
t / Alignment — (Storm D) I w
Q Q � STA 12+38.50 I — Q w
RIM: 2351.36 1 ��� Alignment — Storm D �/� I IJ LL
INV IN: 2347.50 g ( )
��^\ A 2 0 � Ilf � INV OUT: 2344.74 if C C � Iti�✓ WV IN 32341�.18 " I ` '1 I E � �
DC � I 0 ^ I
Q INV IN: 2345.48 z
6" DOWNSPOUT TO OUTLET cn o I r a INV OUT: 2341.08 / I E 1 N
ONTO PAVING TYP 1 f B 1 I C ;
W_ O DC
_ ® ,
239 LF 18 HDPE 239 LF 24
S S S _ S + S S ,� S S / S S
—
- - — — � - - a • � -- a a • a a a • • _� � - -
� 6" PVC CONNECTED TO DOWNSPOUTS 6" PVC CONNECTED TO DOWNSPOUTS F S_ S S _S
235 LF 12" PVC ROOF DRAIN ­; AND 12" PVC TRUNK LINE (TYP 10), 235 LF 12" PVC ROOF DRAIN rAND 12" PVC TRUNK LINE (TYP 10), Jar N
— --- -- ---- -
cn TRUNK LINE TO TIE INTO JB—D1 �� SEE DETAIL ON SHEET C-142 TRUNK LINE TO TIE INTO JB—D2 �� 'p SEE DETAIL ON SHEET C-142 _, —
NOTE: SEE SHEET C-142 FOR
a MINIMUM STRUCTURE SHAPES
J J� — J—, AND SIZES i i lei
\, f . 1
2354
PROFILE
SCALE- HORIZ. 1"= 20'
VERT. 1"= 2'
2352
~" PROPOSED GROUND (TYP) EXISTING GROUND (TYP)
CID
2350
00
U
M
2348 v
M ` w _
N
O
(N
N
O w
Q 2346 Z
o J
0 238-50 LF 18" HDPE 0 1.4
Ji
w w 2344
CID
_
of
0 238.50 LF 24" HDP
V E ® 1.509a
2342
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>
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U O f ..MN C f ..M MN
in jN W + C >N NH
_ cn0 0J ..: UN 0 J .. „O
c=n � EW-0 O — Ew--0
`_ O Q v,a O Q rnd
� Ca�?z z
2336 of Qzz (n
U)
w 9+60 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20
N
H
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Co
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o
PLAN•� • • • • • • �"/ • • • • o
z
zn \ w
ROOF DRAIN SYSTEM NORTH \\� / I NOTE: SEE SHEET C-142 FOR \ fy
\ STORMWATER SYSTEM C, SEE \\ ui
MINIMUM STRUCTURE SHAPES 0
SHEETS C-135 AND C-136 OF RACEWAYS, SEE SHEETS
IFWj ��� // I AND SIZES
-- C-135 AND C-136 I I I N
co
6 IraI G 6 ui
PROPOSED 6" PERFORATED PIPE FOR ' PROPOSED FRENCH I DRAIN WITH 6" PERFORATED
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5 I G 5 RACEWAY SUBDRAINAGE TO CONNECT-1, TO STORMWATER SYSTEM D N
TO STORMWATER SYSTEM D T I W
co
cn Ln cn �, I � cn N cn cn , ZT I I I
N N N N N I N N ` �I cn PROPOSED JB D9(B) 0
j PROPOSED TRENCH DRAIN (TYP)
I f � � c I !� PROPOSED TRENCH DRAIN (TYP) c�
STA 11+57.27 m
PER DETAIL ON SHEET C-141 I PROPOSED 6" PERFORATED PIPE FOR I - I I Alignment - (Trench Drain) I o
w I RACEWAY SUBDRAINAGE TO CONNECT / I I PER DETAIL ON SHEET C 141 / F-
� r 4 • I I H 4 / ' "I I I 4 / w � RIM: 2337.75 �
= I TO STORMWATER SYSTEM D I / ��; 'I = INV IN: 2336.20 0
N I �� i 1 H
I� II PROPOSED JB-D5 / I (n INV OUT: 2336.20 0
I l� I / I I
I- IcnF 3 Li � _ H 3 II STA 17+99.96 1 w \ / w
z �� I 14 Alignment - (Storm D) I II I Z j 0
I PROPOSED JB-D3 I PROPOSED JB-D4 `i� f �\ RIM: 2339.79 I I\I I _ I o
STA 14+77.00 INV IN: 2333.84 I I U W
U I STA 15+54.35 I I
Q - Alignment - (Storm D) I I Alignment - (Storm D) %\ \ INV OUT: 2333.74 Q �\\!\`� Q �\ ui
NVRIM: IN 32337.51 I -� RIM: 2343.47 220 LF 12 PVC ROOF DRAIN PROPOSED CB-D6 J o
I STA 18+07.62 i -
I
INV IN: 2341.52 I INV IN: 2336.52 TRUNK LINE TO TIE INTO CB-D6 H 2 12 _ 0
INV OUT. 2337.41 I INV IN: 2339.21 --- Alignment - (Storm D) I I I\
I INV OUT: 2336.42 RIM: 2339.37 / I ��
I l I H I INV IN: 2333.70 I I I
HI
INV OUT: 2333.60 � _I �
1 7LF15" HDPE 1 �7 � � / � I I
- -
239 LF 24" DPE S QS S 77 LF 24" HDPE S S S S J��t 246 LF 24" HDPE
Mill Mill ME Mill _ J \ ,
' r
• • / M - L - •
- � - r' I
- - - - �- - - - 8 LF 24" HDPE
s s s s s -s rs' s= s s s s s I x
--s F 7
-_ s \ s _ s s s s s s s s s s N e e ; �. r
- GAZEBO I
235 LF 12" PVC ROOF DRAIN 21 LF 24" HDPE
TRUNK LINE TO TIE INTO JB-D3
LF 24 HD
6 PVC CONNECTED TO DOWNSPOUTS 1 - - I
I �� \ � �\ I I �� `� PROPOSED CB-D4(B) _ a PROPOSED JB-D7
( ) I i 6 PVC CONNECTED TO \ STA 15+54_35 \\ I J\ I /\ STA 18+28_22
I AND 12 PVC TRUNK LINE TYP 10 , \ / / -J \ g ( ) r
SEE DETAIL ON SHEET C-142 I �' DOWNSPOUTS AND 12 PVC Alignment (Storm D) Alignment Storm D x x x / x x x x
/ TRUNK LINE (TYP 3), SEE RIM: 2343.51 \ RIM: 2340.45 ___ s X
POND ` g I
74 LF 12 PVC ROOF DRAIN I � INV OUT: 2340.00 a INV IN: 2333.50
TRUNK LINE TO TIE INTO JB-D4 l\ DEAL ON SHEET C-142 \� i INV OUT: 2333.40 -� -� 1r\ \
\ _- < I
2348
PROFILE
SCALE: HORIZ. 1"= 20' ►i-0- 16-E -o
✓� ��` VE RT. 1"= 2' o ° of 0 co 0 0 0 0�
1 N �Mnn I N ��PTO u�M I I
2346 m m Nnr7 m N NV)r7
C.) 1 ro N-� 06 1 r7 N
.ro -An
N0+0 NWN~ N0+0 NwN~
PROPOSED GROUND TYP EXISTING GROUND (TYP) a wzo_a w?o
a � �'o» a �'o»
-� .--_ cn Q ?? o_ N Q z z
0 2344
m
0)U E ^-�
Q o
Q rn v�M M 20.60 LF 24" HDPE 00.5
2342 0 1 .r7 N
. r7
N NO23g, N r, a J N \
50 LF 0 - E w, o
I 24 HDPE
U 1.509, a o,o» 0)W cn Q �zz
o w Lu 2340 I 12" DIP--\
o 77.35 LF 2q" 0
a HDPE 01.15q w
w
o z =
7.67 LF 24" HDPE ® 0.50% cn
w v 2338 24" w
Q 245.61 LF HDPE z
o g ® 1.059 _
NcQc
O I G
2336
w 106.61 LF 24"
HDPE 0 0.507.
W
z I
g
a 2334
U
o 0
z E0 E � N
O � ��N� 0 w C14
1 o :�rr �?r j I Ln Apo - 0;
o m 0 C-4 m r7 N CID
ui 2332 � ^ 1 ..rn to N � � 1 ..po N
Q W + CwNNH W + CwLO NNH
= V) � N J E O (n Ln N J ..
czn 0_ - EWZZo a � EwZZO
C w I H 'p�»> W C�'H0> >>
Q a- EnQZZZ a- n QZZZ
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W
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NO. DATE BY DESCRIPTION ' K. SEAMAN B. CATHEY OCTOBER 2023 19.00124 SCO #19-20324-02A

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PLAN o
W
U PROPOSED J13-D10 - I PROPOSED CI-D12(B) \ \\ \\ NOTE: SEE SHEET C-142 FOR \ ,
STA 20+17.02 - I STA 10+00.00 \ \ 1 \ \ 0-1 O MINIMUM STRUCTURE SHAPES
w Alignment - (Storm D) __-- Alignment - (Wet Pond B) \- \ I ` \ 0
RIM: 2337.80 I I \ AND SIZES
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�^ INV IN: 2332.26 f
i PROPOSED JB-D11 - - � �
co
PROPOSED JB D9(B) w INV OUT: 2332.16 LL
I - \
STA 11+57.27 Z STA 20+76.86 i W
Alignment - (Trench Drain) = Alignment - (Storm D) SIGN \ co
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\ �RIM:
INV IN: 2336.20 Q INV IN: 2331. Lu
a �\ \ I \ \ Lu
Lu
INV OUT: 2336.20 g INV IN: 2335.45
\ INV OUT: 2331.76CD
I }
/ I LL \ --- ` 23.88 LF 24 HDPE \
\ _ 60 LF 24" HDPE `\\ \ I / -- \ \ \ / o
PROPOSED WP INLET / W
Lu
109 LF \ I STA 23+73.31 0
24" HDPE - / I / \ \ \ Alignment - (Storm D) o
.'.`48 LF 12" HDPE I �� ° ° �� I I \ RIM: 2331.83 ,-`� w
T T_ I I,i I I \\ INV IN: 2329.65 \ �\ �`\\ w
J
163 LF 24 HDPE
A� x x_ „ 18 LF 15" HDPE ,,i' \' \���- 1 \� \ _ \�
° a
PROPOSED CB-D9 _x_x 24 s¢ a -- PROPOSED JB-D12 \ \\ \ \\\\ \ \ �I _-\ \�
j S I STA 19+60.84 _ _ STA 21+86.06
I x a Alignment - (Storm D) W - _ Alignment - (Storm D)
\ RIM: 2339.54 x RIM: 2337.65 PROPOSED CI-D13
INV IN: 2335.29 `° � ��� INV IN: 2331.20 ` / STA 23+49.43
� INV IN: 2332.99 �
J� INV IN: 2332.64 �� > Alignment - (Storm D)
INV OUT: 2332.54 INV OUT: 2331.20 / RIM: 2335.61 x
x X 1 x _ _ " \ INV IN: 2330.35
- / J \\-- INV OUT: 2330.25
26 LF 24" HDPE r _ V
X I x PROPOSED C13-D11(13) - _ - \ \ \ -' / �\ I, L ~ k ✓ -�' \\ ���•�
I \� -
� PROPOSED JB-D8 STA 20+73.16
STA 19+34.83 Alignment - (Storm D) /4,
j Alignment - (Storm D) RIM: 2338.76
x RIM: 2340.92 INV OUT. 2335.82 I / PROPOSED STORMWATER
INV IN: 2332.87 �/ I -_
INV OUT: 2332.77 L \ WETLAND, SEE SHEET \��
S SSTs S I C-140
xI
2342
PROPOSED GROUND (TYP) PROFILE
SCALE- HORIZ. 1"= 20'
VERT. 1"= 2'
2340
12" DIP EXISTING GROUND (TYP)
w 4 DIP
2338
23.88 LF 24" HDPE ® 2.50%
z
Q
z
2336
LO
0
N
N 106.61 LF 24" HDPE ® 0.507.0
N
N 56.18 LF 24" HDPE ® 0.507
ui 59.85 LF 24" HDPE ® 0.50% 2334
Q
109.20 LF 24" HDPE 0 0.527
M 163.37 LF 24 HDPE ® 0.527.
U 26.01 LF 24" HDPE 0 0.50%w 2332
= wLl
w
o c!l
w
N Z
0 =
2330
in U
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U
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"\IvI NO. DATE BY DESCRIPTION K. SEAMAN B. CATHEY OCTOBER 2023 19.00124 SCO #19-20324-02A

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0
0
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W
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4' X 6' PRECAST CONCRETE STRUCTURE
TOP ELEV = 2335.0 GALVANIZED TRASH RACK =
0
3" X 36" WEIR FACING THE WETLAND TOP OF COMPACTED EARTHEN =
WEIR ELEV = 2334.25 EMBANKMENT
ELEV = 2337.0 0
4" PVC TEE INVERT INTO 10' WIDE WEIR OPENING Q
RISER AT ELEV. = 2333.0 IN EARTHEN EMBANKMENT
SOLID CAP TOP OF TEE ELEV = 2336.0
INFLOW 0-1
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TEMPORARY POOL = 2334.25 SIGN N Uj
N
3:1 MAX. ( N
LU
TEMPORARY / r-- U)
RIPRAP BACKED WITH POOL 15" MAX \ / z
FILTER CLOTH PERMANENT POOL = 2333.0
POOLEXIT STABLE OUTFALL CLASS B / '- �J / / m
3' D DEEP
I \ �
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0"-9" BELOW PERMANENT 12" SOIL AMENDMENT OF 0.5' �I �\ �\ l`� 24 LF 24" HDPE / U)
CAD
f \- \ 0
BOTTOM OF FOREBAY ENTRANCE = 2329.17 POOL ELEVATION SHALLOW ORGANIC MATERIAL FOR ( �� � \ -\ / 0
WATER ZONE ENHANCED PLANTING MEDIA ( x\- - \ 0
1.5" ORIFICE _) I / f\-- Uj
IN BOTTOMk
SHALLOW WATER ZONE CAP OF TEE KEYWAY �` I / \10 - \ \ PROPOSED WP INLET o
ANTI-SEEP COLLAR \ - I I / -_ + STA 23+73.31 co
_ / \ Alignment - (Storm D) W
SEDIMENT STORAGE AT / \ RIM: 2331.83 /\
BOTTOM OF OUTLET INVERT ELEV. = 2331.0 1/ / I I I \ INV IN: 2329.67 �� 0
0.5' SEDIMENT STORAGE DEEP POOL 2 X 24" RCP OUTLET I I / \ f I \
PIPES / I \ \ �J \ 0
try I \ z
TYPICAL CROSS-SECTION J
FOREBAY I\ o
SURFACE AREA = 1183 SF \\
4' X 8' PRECAST CONCRETE GALVANIZED TRASH RACK PROPOSED CI-D13 I / \ � I r
/ \ / �\/J ✓
RISER TOP ELEV. = 2335.0 PER MANUFACTURER STA 23+49.43
CONSTRUCTION NOTES Alignment - (Storm D) \ \
/ \ \r� TEMPORARY INUNDATION ZONE \
RIM: 2335.61
1. ALL PRE CAST STRUCTURES SHALL BE 4000 PSI CONCRETE INV IN: 2330.00 �\ _ �� ---_ SURFACE AREA = 3823 SF
2. ENGINEER MUST APPROVE ALL PRE CAST STRUCTURES -- INV OUT: 2330.00
\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ 3. ALL PIPE IN STORM DRAINAGE STRUCTURE SHALL BE STRUCK
EVEN WITH THE INSIDE WALL AND GROUTED AND BRUSHED SMOOTH
gk 36 X 3"HIGH OPENING ELEV. = 2334.25
y\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\
TOP OF TEMPORARY POOL , //\/\/\/\/\�/\�/\�/\�/\�/\�/ NON-FOREBAY DEEP POOL
(OPEN ONE SIDE FACING WETLAND) L
x
\ SURFACE AREA = 829 SF
w \\/\\/\\/\\/\\/\\/\\/\\/\\/\\
PERMANENT POOL ELEV. = 2333.0
BOTTOM OF TEE = 2332.0 _ _ I /\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j 36"06" CORRUGATED
ALUMINUM
ANTI-SEEP COLLAR f \\ \ 3S
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/ SURFACE AREA = 4368 SF
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< CATCH BASIN AND CONCRETE ANTI-FLOTATION BLOCK
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SECTION B ANTI-FLOTATION BLOCK DIMENSIONS 8 x8 x3'
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OUTLET CONTROL STRUCTURE / , STA 10+00.00 X o ,X/
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Alignment - (Wet Pond Outlet)
M I / RIM: 2335.08 - t-
Uj I / INV OUT: 2331.00 N - -
NOTES: 04
I /
1. VOLUME REQUIRED IS THE TREATMENT VOLUME OF THE TEMPORARY POOL. TEMPORARY POOL SHALL
NOT EXCEED 15" IN DEPTH. DRAWDOWN TIME FOR THE TEMPORARY POOL SHALL BE 2 TO 5 DAYS. I / 4'X8' OUTLET CONTROL STRUCTURE � --------
2. SURFACE AREA REQUIRED IS BASED ON 15" DEPTH. FLOW PATH FROM INLET TO OUTLET SHALL BE
MAXIMIZED IN LENGTH. -
Uj 3. FOREBAY (DEEP POOL) SHALL BE CONSTRUCTED AT THE INLET.
w 4. LOCATE A DEEP POOL AT THE OUTLET CONTROL STRUCTURE.
U) 5. PLANTINGS SHALL BE CHOSEN FROM APPROVED NCDEQ PLANTING LISTS FOR STORMWATER WETLANDS, PROPOSED WP Outlet HW
SHALLOW WATER PLANTINGS AND TEMPORARY INUNDATION ZONE PLANTINGS. I / STA 10+68.32 �-
6. A SOIL ANALYSIS SHALL BE CONDUCTED TO DETERMINE PROPER SOIL AMENDMENTS TO BE ADDED TO
/ -Alignment Wet Pond Outlet 1 /
U) THE FIRST 12" OF SOIL DEPTH FOR HEALTHY PLANT GROWTH. g ( )
v 7. SEE INSPECTION AND MAINTENANCE AGREEMENT FOR WETLAND MAINTENANCE PROCEDURES. _ Q RIM: 2334.08
N 8. THE WETLAND SHALL BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION. ' I INV IN: 2331.00 \
0 9. CATTAILS ARE NOT PERMITTED TO BE PLANTED IN OR NEAR THE WETLAND.
10. THE WETLAND AREA SHALL BE FULLY CLEANED OUT OF ANY SEDIMENT PRIOR TO FINAL CONSTRUCTION 3O' VEGETATED SETBACK (TYP) / �- �-\ PROPOSED RIP-RAP
AND PLANTING OF THE WETLAND. ;Z- / - -' OUTLET PROTECTION
w 11. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL OPERATION AND MAINTENANCE OF THE WETLAND
= STORMWATER CONTROL MEASURE (SCM). -
`� 12. DURING MAINTENANCE OPERATIONS, THE WETLAND SHALL BE PUMPED AS NECESSARY FOR SEDIMENT -
g REMOVAL. - �� 1 -F
z 25 TROUT STREAM BUFFER (TYP) �_ I r --- � �- -- --
CONSTRUCTED WETLAND (SCM) SCHEDULE _-�_I ` \ \
DESIGN SURFACE SURFACE SURFACE SURFACE SURFACE WETLAND SURFACE
DRAINAGE VOLUME AREA AREA AREA AREA AREA AREA DRAWDOWN -
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SCM AREA PROVIDED PROVIDED FOREBAY DEEP POOLS SHALLOW WATER PERMANENT POOL TEMPORARY POOL PIPE DIA. 20 0 10 20 40 PLAN
(ACRE) (CU.FT.) (SQ.FT.) (SQ.FT.) (SQ.FT.) (SQ.FT.) (SQ.FT.) (SQ.FT.) (INCH)
= 1 4.77 9,308 10,203 1,183 829 4,368 6,381 10,203 1.5 PROPOSED COIR MATTING WITH
cU_ GRAPHIC SCALE DIVISION VALUE = 20 FEET NATIVE VEGETATION. REFER TO SHEET
Uj G-004 FOR SEEDING REQUIREMENTS
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EACH DIRECTION —
PREFORMED TRENCH DRAIN DRAINAGE TOWARD
CHANNEL SLOPED PER JUNCTION BOX ----- - ------- o 0
MANUFACTURER RECOMMENDATION, PROPOSED PIPE
- - - - -
NO PORTION OF STRUCTURE SHALL BE INVERT = BOTTOM OF 3000 PSI CONCRETE TO FORM INVERT;
0.50% MIN. AND 1.0% MAX. REMOVED, DAMAGED OR OTHERWISE PIPE AT FLOW LINE PROVIDE CONSTANT SLOPE FROM ALL
ALTERED EXCEPT THOSE AREAS INLETS TO OUTLET (12" OF #57 RIPRAP APRON w FILTER
DESIGNATED AS KNOCKOUT PANELS SECTION B STONE MAY BE REQUIRED). FABRIC, AS NEEDED PER COMPACTED CABC UNDER
TRENCH DRAIN CONNECTION DETAIL FOR POOR SOIL AND/OR WET CONDITIONS; PLANS 6" C'nr PRECAST ENDWALL
MODIFIED FOR THIS PROJECT CONTRACTOR SHALL CONTACT THE ELEVATION
ENGINEER BEFORE PLACING BOX
NOT TO SCALE
S D PRE-CAST CATCH BAS I N
EXISTING CONC. BLOCK WALL '� UPDATED MARCH,2017 W1
Structure - • • NOT TO SCALE
EXISTING BRICK VENEER
Structure Top Type Shape Inner Dimension E
CB-Al CATCH BASIN BOX 4'x4'
CB-A2 CATCH BASIN BOX 4'x4' NOTE: 12"
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STRUCTURES SPECIFIED TO HAVE FLAT 1+"
PROP. FINISHED GRADE CB-A3 CATCH BASIN BOX 4'x4' JUNCTION BOX (FJB) TOP WILL BE THE
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CB-A4 CATCH BASIN MANHOLE 510 6" CONCRETE TOP WITH THE OPEN THROAT OF THE YARD INLET 6" SOLID CONCRETE TOP; I �
MANHOLE RING AND
WIDTH AND LENGTH TO /
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JB-A5 JUNCTION BOX MANHOLE 810 COVER CAST IN MATCH CATCH BASIN H2
CAST IN 2 LIFTING "EYES"
JB-A6 JUNCTION BOX BOX 4 x4
NOT TO BE REMOVED
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UNLESS OTHERWISE NOTED
WING WALLS 6"
HW A JUNCTION BOX N/A N/A ` '
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Q ON EXISTING WALL PRIOR TO /AND GRADE OR PAVING 12"
Q BACKFILLING AND COMPACTING CB-Cl CATCH BASIN BOX 4'x4' JUNCTION BOX TOP SOLID TOP — — — — — —
z , , CATCH BASIN SCHEDULE SYMBOL-(JB) CATCH BASIN SCHEDULE SYMBOL-(ST)
a CB-C2 CATCH BASIN BOX 4'x4' RIM = TOP OF COVER RIM = TOP OF COVER 2 WEEP HOLES THROUGH
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NPROP. #57 STONE 6" CONCRETE TOP WITH
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TRAFFIC AREAS TO SHALL BE
M GEOTEXTILE FABRIC CB-05 CATCH BASIN BOX 4'x4' ORIENTED WITH OPEN SLOTS GRATE AND FRAME ELEVATION
=Uj RUNNING PERPENDICULAR TO
TRAFFIC FLOW (TYP. ALL GRATES) �� UNLESS NOTED OTIiERVNSE GRATE
4o HW C JUNCTION BOX N/A N/A O�
PROP. " PERFORATED AND FRAME FOR THIS TOP TO BE
p FOUNDATION DRAIN IN SOCK. JB-D1 JUNCTION BOX BOX 4'x4' UNLESS NOTED OTHERWISE GRATE 24"x24" ("NEENAH R-3339A") OR
J CONNECT TO STORM DRAIN AND FRAME FOR THIS TOP TO BE (U.S. FOUNDRY 4190-6259) OR
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c� JB D2 JUNCTION BOX BOX 4x4 ;'< ., ' ' ``
("U.S. FOUNDRY 4190-6259) OR LOAD REQUIREMENTS ON ALL GRATE REBAR (TYP.)
r) APPROVED EQUAL; VERIFY AFFICJB-D3 JUNCTION BOX BOX 4'x4' LOAD REQUIREMENTS ON ALL GRATE ;..,:°.,::'::. AND FRAME ASSEMBLIES
LU AND FRAME ASSEMBLIES
= JB-D4 JUNCTION BOX BOX 4'x4'
CB-D4(B) CATCH BASIN BOX 4'x4' FLAT CATCH BASIN TOP CATCH BASIN TOP
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JB-D5 JUNCTION BOX BOX 4'x4' RIM = TOP EDGE OF GRATE RIM = TOP EDGE OF GRATE 6„ T— I
N EXISTING FOOTING — _ —I— _ + — 45'
o CB-D6 CATCH BASIN BOX 4'x4' D — — — — — —
HEAVY DUTY GRATE AND YARD INLET SHALL RECEIVE
JB-D7 JUNCTION BOX BOX 4'x4' FRAME WITH HOOD FLAT TOP WITH MANHOLE RING 6
U AND COVER CAST IN FLUSH
W JB-D8 JUNCTION BOX MANHOLE 410
= M FOUNDATION DRAIN SECTION USE PRE CAST BOX, 4" AND
U - ' ' . `- ?'. 2" CONCRETE BLOCK, OR BRICK 6" IMPACT CURB
z - CREATED FOR THIS PROJECT CB D9 CATCH BASIN BOX 4 x4 TO ELEVATE TOP TO ACHIEVE
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JB D10 JUNCTION BOX MANHOLE 4 U 0 BE
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z JB-D11 JUNCTION BOX BOX 4'x4' APPROVED EQUAL CONFORMING TO ;.<.,.':.`:':'t::' ALL FOUR SIDES UNLESS 1. CONCRETE HEADWALL REINFORCEMENT PER N.C.D.O.T.
'> NOTED OTHERWISE
N.C.D.O.T. ROADWAY STANDARDS 840.03 STANDARD N0. 838.39 REVISION A.
ry CB-D11(B) CATCH BASIN BOX 4'x4' 2. WORK MUST BE ACCOMPLISHED SO THAT WET CONCRETE
Uj CURB INLET TOP YARD INLET TOP DOES NOT CONTACT STREAM WATER.
CB-D12 CATCH BASIN MANHOLE 6' CATCH BASIN SCHEDULE SYMBOL-(CI) CATCH BASIN SCHEDULE SYMBOL-(YI)
RIM=TOP OF GRATE DIRECTLY UNDER RIM=BOTTOM OF THROAT OPENING
= CI-D12(B) CURB INLET BOX 4'x4' HOOD OPENING
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FES-D JUNCTION BOX N/A N/A Sp REINFORCED CONCRETE ENDWALL
Q WP Outlet Box JUNCTION BOX Box 4'x8' SD CATCH BASIN TOP DETAILS 9 UPDATED MARCH,2017
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FABRIC SECTION A—A FABRIC SECTION B—B W
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I I ARCH. AND STRUCTURAL
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do v v PLAN AND FRAME ARCHITECTURAL PLAN FOR I I o
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v STANDARD MANHOLE COVER
ado AND FRAME I I :' :
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PLAN COVER TO SURFACE TO 6" PVC I I PROP 12" PVC ROOF DRAIN
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�~L as I I °. STORMWATER JB PER PLAN
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� r\\�\\
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MAINTAIN POSITIVE DRAINAGE/ ,a ' ° INFORMATION)
INSTALL FILTER
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SECTION D—D i -----
NOTES SECTION C C FABRIC INLET PIPE — ---- --
OUTLET PIPE • • d
i PROP. PERIMETER WALL •/ •'' :: / / �j �j d �j �j
1. La IS THE LENGTH OF THE RIPRAP APRON i
i FOUNDATION (SEE ARCH. � : . a
2. d= 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6"• ------ --=-. i AND STRUCTURAL PLANS) \ �\
3. IN A WELL—DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION OF 6" ABOVE THE __ _ j PROP. HDPE STORM DRAIN
MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS LESS. \\�\j�\j \j�\j�\j�\j�\j�\j� d \ E)AN FOR SIZE AND
5. RE ERENC4. FILTER ER CDEQ LAND QUALITY SECTIONIC SHOULD BE INSTALLED WDESIGN MANUAL:
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RIPRAP APRON SIZING Z6" THICK REINF. CONC BASE PERIMETER WALL PENETRATIONS PER- a
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OUTLET PIPE DIAMETER STARTING APRON LENGTH APRON WIDTH MAX RIPRAP SIZE NOTE: WALL PENETRATION MIGHT NOT
d d SECTION NOTE FOR ADDITIONAL INFORMATION, BE NECESSARY. SEE STORMWATER TYPICAL SECTION VIEW
No. (Do) WIDTH (Wo) (La) (W=Do+La) ( 50xTHICKNESS) REFER TO NC DOT STD. 840.31 PLANS FOR PVC ROUTING
WETLAND OUTLET 2x 24" 11.5' 18' 20' 0.9' 18"
EC PIPE OUTLET PROTECTION SD CONCRETE JUNCTION BOX SD ROOF DOWNSPOUT AND DRAIN DETAILS
7 UPDATED MARCH, 2017 4 UPDATED MARCH, 2017
_ CREATED FOR THIS PROJECT
NOT TO SCALE NOT TO SCALE NOT TO SCALE
U
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PERIMETER WALL,
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0
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� RACEWAY FLOOR RACEWAYS GROUND
'/<//<//<//<//*/ 8" OR 6" MUD VALVE (TYP 6), SEE PLAN
ui
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c~i� /\\/\\/\\/\\/ d /\\/\\/\\/\\ \�\\/\\/\\/\\ \/\\/\\/\\� \/\\/\\/\\/\\/
STORMWATER TRUNK LINE,
SEE PLANS FOR SIZE \\,\\\,\\\,\\\,\\\,\\\,\\\, \\,\\\,\\\,\\\,\\\,\\\,\\\,\\\,\\\,\\\,\ \,\\\,\\\,\\\,\\\,\\\,\\\, \,\\\,\\\,\\\,\\\,\\\,\\\,\ .
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8"x8" OR 6"x6" TEE SEE PLAN FOR INVERT
z INSERT—A—TEE OR PENETRATION INTO (TYP 5), SEE PLAN
Q STORMWATER STRUCTURE, SEE PLAN
o FOR ELEVATIONS
w
U
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Q
SD STORMWATER MUD VALVE DRAINS
LL
w _ UPDATED APRIL 2022
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U) (TYPICAL FOR BROODSTOCK AND PRODUCTION RACEWAYS
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5' 2' MIN 18' ROAD 2' MIN O
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2.1 SLOPE 1/2" EXPANSION w
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11 UPDATED MARCH,2017 (TYP.) ST ROAD CROSS-SECTION
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UPDATED MARCH, 2017 19 UPDATED MARCH, 2017
NOT TO SCALE NOT TO SCALE
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/ CONDITIONS IF GREATER THAN SHOWN ON DETAILS BITUMINOUS TACK COAT
FOR VARIABLE DEPTH FILL AREAS 4, CONTRACTOR RESPONSIBLE FOR REPLACEMENT OF ANY PAVEMENT MARKINGS DISTURBED OR COVERED BY OVERLAY. \ \ \ \ \\/\ O
IF NEEDED - 95% IN 8" LIFTS ��� �\ ���\ \'�'�''''�''�'' ST PAVEMENT STRIPING NOTE
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3. THICKNESS OF CABC STONE, 1-19.OB BINDER AND SF 9.5A SURFACE COURSE SHALL MATCH EXISTING CONDITIONS IF GREATER THAN o
SHOWN ON DETAILS.
STANDARD DUTY 4. CONTRACTOR RESPONSIBLE FOR REPLACEMENT OF ANY PAVEMENT MARKINGS DISTURBED OR COVERED BY OVERLAY. 12"
VAN ACCESSIBLE
SIGN R7-8P C— J PARKING
1" BEVEL (TYP.)
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3000 PSI PRECAST CONCRETE OR RECYCLED PLASTIC
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ST ASPHALT PAVEMENT CROSS SECTION ❑ R'N$ R7—$
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NOT TO SCALE • i i ST TYPICAL PROPOSED ASPHALT TO EXISTING PAVEMENT CONNECTION UNDER GENERAL STATUTES
s � BOTTOM OF SIGNS o SIGN 20-37.6 AND 136-30
3
R7-8D COLORS: (ALL SIGNS)
UPDATED MARCH,2017
I 18" LONG #14 REBAR FOR PINNING WHEEL I NOT TO SCALE LEGEND AND BORDER — GREEN
w WHITE SYMBOL ON BLUE BACKGROUND
STOP TO PAVEMENT CENTERED IN BACKGROUND - WHITE
PARKING STALL p ARROW - GREEN
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SIDEWAILK WIDTH 5MAX, ��� W 1. REGARDLESS OF AGE, ALL ACCESSIBLE
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SEE MANUFACTURE OF PIPE RAILING. RAILING SHALL BE SHOP ASSEMBLED IN LENGTHS W
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I - - - - - - - - SHALL BE DESIGNED TO WITHSTAND A LOAD OF 100#/FT APPLIED VERTICALLY m
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I I LOAD. THE 100#/FT VERTICAL LOAD DOES NOT APPLY TO STAIR RAILS. z
ALUM. TOE PLATE a, p
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LAB OR MANUFACTURER'S LAB (IF MANUFACTURER'S LAB MEETS THE REQUIREMENTS 0
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ALUM. REINFORCING DOWEL IS DESIGN ASPECTS. 0
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STRENGTHENING THE POST. 4. POST SPACING SHALL BE A MAXIMUM OF 6'-0". POSTS AND RAILINGS SHALL BE o
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END POST CORNER RETURN B-429 OR ASTM-B-221. THE HANDRAIL MANUFACTURER SHALL SHOW THAT THEIR LL
POSTS ARE OF ADEQUATE STRENGTH TO MEET THE LOADING REQUIREMENTS. IF o
ALUM. BAR 2%1/4" THE MANUFACTURER'S POSTS ARE NOT OF ADEQUATE STRENGTH, THE J
TYPICAL HANDRAIL 1/4"0 S.S. RND. HD. MANUFACTURER MAY REDUCE THE POST SPACING OR ADD REINFORCING DOWELS OR 3:MACH. BOLT w/N. SOREWS (TWO S.S. SET MAY DO BOTH IN ORDER TO MEET LOADING REQUIREMENTS. z
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FITTINGS. SAMPLES OF ALL COMPONENTS, BASES, TOE PLATE AND PIPE MUST BE o
EXT. ALUM. SUBMITTED FOR APPROVAL. COMPONENTS THAT ARE POP-RIVETED OR GLUED AT
SIDE-MT. BRKT. THE JOINTS WILL NOT BE ACCEPTABLE. ALL COMPONENTS MUST BE MECHANICALLY
#TSM-1.50 FASTENED WITH STAINLESS STEEL HARDWARE. HANDRAIL AND COMPONENTS SHALL
S.S. CA=Tv BE TUF RAIL, AS MANUFACTURED BY THOMPSON FABRICATING COMPANY (B'HAM,
LOCK 7/16"0 T/CONCRETE AL.) OR APPROVED EQUAL.
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6. POSTS SHALL NOT INTERRUPT THE CONTINUATION OF THE TOP RAIL AT ANY
ao POINT ALONG THE RAILING, INCLUDING CORNERS AND END TERMINATIONS (OSHA
M 1910.23). THE TOP SURFACE OF THE TOP RAILING SHALL BE SMOOTH AND SHALL
CAST ALUM. TEE CAST ALUM. TEE M NOT BE INTERRUPTED BY PROJECTING FITTINGS.
20 i FITTING ATTACHED TO FITTING ATTACHED TO
POST WITH 5/16"0 POST WITH 5/16"0 S.S. 7. THE MIDRAIL AT A CORNER RETURN SHALL BE ABLE TO WITHSTAND A 200#
S.S. THRU BOLT I THRU BOLT EXT. ALUM. BRACKET EXT. ALUM. LOAD WITHOUT LOOSENING. THE MANUFACTURER IS TO DETERMINE THIS DIMENSION
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4�- + - - COMPLIANCE.
SHALL BE SPACED
0D APART AND 5D EDGE DISTANCE
DETAIL 6 $ NO REDUCTION IN. EXPANSION SPULLOUT STRENGTH. 1 A SAFETY FACTOR OF 4 SHALL BE USED ED ON
3/80 SET SCREWS CAST ALUM. TEE SHOP EXPANSION BOLT PULLOUT VALUES PUBLISHED BY THE MANUFACTURER. EXPANSION
6 1 2" FITTING ATTACHED TO SHOP INSTALLED I BOLTS SHALL BE STAINLESS STEEL TYPE 303 WEDGE BOLTS AND SHALL BE
RAIL WITH 5/16"0 S.S. INSTALLED S.S. SET FURNISHED BY THE HANDRAIL MANUFACTURER.
M SCREW & THIRD. INSERT SCREW T SCREW
9. TOE PLATE SHALL CONFORM TO OSHA STANDARDS. TOE PLATE SHALL BE A
1/2"
POOMINIMUM OF 4" HIGH AND SHALL BE AN EXTRUSION THAT ATTACHES TO THE POSTS
+ WITH CLAMPS WHICH WILL ALLOW FOR EXPANSION AND CONTRACTION BETWEEN
POSTS. TOE PLATES SHALL BE SET 1/4" ABOVE THE WALKING SURFACE. TOE
DETAIL 4 DETAIL 5 PLATES SHALL BE PROVIDED ON HANDRAILS AS REQUIRED BY OSHA AND/OR AS
SHOWN ON DRAWINGS. TOE PLATES SHALL BE SHIPPED LOOSE IN STOCK LENGTHS
MIDRAIL EXPANSION SPLICE LOCATED EXT. ALUM. WITH PRE-MANUFACTURED CORNERS FOR FIELD INSTALLATION.
3/4" 2 1/2" 2 1/2" 3/4" AT 60'-0' MAX. INTERVALS GATE HINGE
1/2"0 10. OPENINGS IN THE RAILING SHALL BE GUARDED BY ASELF-CLOSING GATE
ALUMINUM (OSHA 1910.23). SAFETY CHAINS SHALL NOT BE USED UNLESS SPECIFICALLY SHOWN
ROD ON THE DRAWINGS.
SIDE-MOUNTED HAND RAIL NYLON SLEEVE 11. FINISH SHALL BE ALUMINUM ASSOCIATION M10-C22-A41 (215-R1). THE PIPE SHALL
6 PLACES)
BEARING (TYP. BE PLASTIC WRAPPED. THE PLASTIC WRAP IS TO BE REMOVED AFTER ERECTION.
STA. STL. 12. ALUMINUM SURFACES IN CONTACT WITH CONCRETE, GROUT OR DISSIMILAR METALS
FIELD INSTALLED S.S. SPRING WILL BE PROTECTED WITH A NEOPRENE PAD, MYLAR ISOLATORS OR
cn ADAPTER (USED ONLY SET SCREW ON SPLICE EXT. ALUM. OTHER APPROVED MATERIAL.
UNDERSIDE OF PIPE
0 1/4"0x1" S.S. WITH BASE FLG. (7/16"0 HOLE IS 90" CORNER INCAST ALUM. STALLED GATE HINGE QUICK RELEASE
RND. HD. 0
ALUM. SHOP DRILLED) S.S. SET PIN (S.S.)
m MACH. BOL EXTRUDED ALUMINUM POST SCREW
} W/N• TOEBOARD SHIPPED +
IN 20'-0" LENGTHS 1 1/2"x1/8" +
Q CLAMP + ALUM. CLAMP CAST ALUM. +
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1 1/4" SHOP CAST SHOP INSTALLED GATE H.R.
M INSTALLED ALUM. 90" S.S. SET SCREW Posr NOTE: MANUFACTURER'S STANDARD DIMENSIONS AND DETAILS
N T/WALKING PLAN VIEW SCREW T CORNER I MAY BE UTILIZED ON HANDRAIL AND FITTINGS PROVIDED ALL
N SURFACE
ALUM. DETAIL 1 DETAIL 2 DETAIL 3 OSHA AND BUILDING CODES REQUIREMENTS ARE MET.
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WEDGE ANCHORS a ALUMINUM PIPE
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PROPOSED BUILDING WALL PER ARCHITECTURAL SHEETS >
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PROPOSED ELECTRICAL EQUIPMENT PER ELECTRICAL o
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24" x 24" x 1'6" DEEP CONCRETE FOOTING REINFORCED W/ 6X6 - 10/10 WELDED WIRE AND LOCATION OF BOXES.
REINFORCE W/ #4 ® 6" EW AND 3" MIN. FABRIC. PLACE SLAB ON 4" COMPACTED
CLEARANCE BOTTOM AND SIDES (TYP) CABC WITH 8" TURN DOWN ON ALL SIDES.
30.0'
NOTES: /
1. STAIR RISER HEIGHTS SHALL BE 7 INCHES MAXIMUM AND 4 INCHES MINIMUM. STAIR / j/ / j/ j/ j j// / //
TREAD DEPTHS SHALL BE 11 INCHES MINIMUM. / // // / //
2. STAIR TREADS AND RISERS SHALL BE OF UNIFORM SIZE AND SHAPE. THE TOLERANCE /I
BETWEEN THE LARGEST AND SMALLEST RISER HEIGHT OR BETWEEN THE LARGEST AND /
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M TYPICAL EXTERIOR STAIR DETAIL 4.0
'
62 UPDATED MARCH,2017 PROPOSED HANDRAIL, SEE
NOT TO SCALE SHEET C-151 FOR DETAIL
BOTTOM OF ELECTRICAL
PLATFORM ENTRANCE VIA STAIRS EQUIPMENT SHALL BE A PLATFORM SUPPORTS PER
MINIMUM OF 1' ABOVE STRUCTURAL DETAILS
PROPOSED PAVEMENT 1 _6" 1/2" RAD. � A GUTTER PLATFORM FFE
SURFACE
�6" FINISH GRADE JOINT 1/8" RAD. SECTION A-A
2" RAD. SEALER 1/8" 1/8"
_T JOINT
SEALER
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———— ——————— ———————— ———
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v FILLER �' 2 NOT TO SCALE
\ \ \ ' \/ /\\\\/�' "'\�' '/\�!' "'\�'\ TOOLED CONTRACTION JOINTS ® 10' O.C.
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m REMOVABLE BOLLARDS PROP. 8' WIDE 6' HIGH CHAIN SEE SCHEDULE
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} 4" MIN. COMPACTED ABC
Q (4) PROPOSED CONC. LINK GATE w/ 3 STRANDS OF SYSTEM PER MANUFACTURER,
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s" EXPANSION JOINTS ® 30' O.C. AND PROP. 6' HIGH CHAIN LINK MANUFACTURER, AS NECESSARY.
A ADJACENT TO ALL RIGID OBJECTS 4'-0" 4'-0" 1
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1. CURB SHALL BE CONSTRUCTED WITH 4000 psi CONCRETE.
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p I MARKS PARALLEL TO THE CURB.
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_ OF CONTRACTION JOINTS WITH APPROVED JOINT SEALING COMPOUND.
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1 5 UPDATED MARCH,2017
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NO. DATE BY DESCRIPTION K. SEAMAN B. CATHEY OCTOBER 2023 19.00124 SCO #19-20324-02A

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x x � SEE SHEET L-101 FOR GENERAL NOTES W
x x
� ,- \ NOTES:
1. ALL SHRUB BEDS SHALL BE RAISED 6" - 8" ABOVE ADJACENT GRADE, Y �� a
\ AND TILLED WITH SOIL CONDITIONER. �+ \ w
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2. ALL SHRUB BEDS IN PARKING ISLANDS ONLY SHALL BE RAISED 12" N
\ ABOVE ADJACENT GRADE AND TILLED WITH SOIL CONDITIONER w
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———— �\ \ NOTES: �\ m
1. REMOVE BURLAP FROM TOP OF ROOT BALL BEFORE m
+ / \ \ BACKFILLING AROUND BALL IS COMPLETED. z
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/ (6) VD 54" O.C. \ x \�\ /` 3" MULCH WHEN PLANTED. 3" MULCH :�i
x / 4 AT 38" O.C. I \ 4 OZ NON-WOVEN LANDSCAPE FABRIC 4 OZ NON-WOVEN LANDSCAPE FABRIC o
( ) " T 4" WATER DETENTION O
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o / ( ) SAUCER AROUND TREE
/ (4) AT 38" O.C. \,\ �
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FINISHED GRADE o
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1' COMPACTED TOPSOIL COMPACTED TOPSOIL w
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\ (12) SR 24" O.C. TYP. SHRUB PLANTING DETAIL TYP. TREE PLANTING DETAIL z
(4) AT 38" O.C. � NOT TO SCALE NOT TO SCALECD
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\\ \ (265) IV 18" O.C. °
NOTE:
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1. ALL SHRUB BEDS SHALL BE RAISED 3" - 6" ABOVE ADJACENT
GRADE AND TILLED WITH SOIL CONDITIONER.
(179) EA 18" O.C.
PC " O.C. . "V"-CHANNEL EDGE TO BE LOCATED ALONG OUTER PERIMETER
366
( ) 18 O. . OF SHRUB PLANTING AREAS WHERE SHRUBS ARE PLANTED
(10) AT 38" O.C. ADJACENT TO TURF AREAS.
TYPICAL "V"-CHANNEL EDGE FOR ALL
MULCHED PLANTING AREAS
`ter~
FINISHED LAWN SHRUB PLANTING BED
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(34) XS 48" O.C. TYP. V—CHANNELL EDGE DETAIL
(23) VD 54" O.C.
(11) SR 24" O.C. �x
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(8) AT 38" O.C. �� STORMWATER WETLAND MDC PLANTING REQUIREMENTS
MDC #13 — SHALLOW WATER PLANTINGS (3 SPECIES @ 50 PLANTS/200SF)
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SURFACE AREA PROVIDED: 4,367.93 SF
/ / / , • (13) SR 24„ O.C. Q
NUMBER OF PLANTS REQUIRED: 1 ,092
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NUMBER OF PLANTS PROVIDED: 1 ,830
• � / / / 10 AT 38 O.C.
\� MDC #14 — TEMPORARY INUNDATION ZONE PLANTINGS (3 SPECIES @ 50 PLANTS/200SF OR 8
—
� ° ° o \ SHRUBS/200SF OR 1 TREE AND 40 GRASS LIKE PLANTS/100SF). 8 SHRUBS/200SF USED TO MEET
• / / / .� ° + MDC #14 REQUIREMENTS
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// / // / / • Do+
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. / / SURFA E AREA PROVIDED: 3,822.86 SF
Q (16) SR 24" O.C. / / // // / // // ° ° o (3) VD 54" O.C. NUMBER OF SHRUBS REQUIRED: 153
" o / / / / / / • . NUMBER OF SHRUBS PROVIDED: 157
(21) VD 54 O.C. ° o / / / // / / // ° ° (5) XS 48 O.C. f
C'4
+
/ / ' / / ' PLANTING SCHEDULE
W \ o / / / / °
+ ° / // / // // / // \�\ o SYM.IQTY.1 BOTANICAL NAME ICOMMON NAME I SIZE I*CALIPERI HEIGHT ISPREAD I NOTES
TREES
m = U \ / / // / / // \ ° AH 4 Ilex opaca American Holly B&B -- 8' Min. 4' Min. --
+
Q Z Z // // // // / ° NS 3 Nyssa sylvatica Black Gum B&B 1.5" 8' Min. 4' Min.
J J \ / / PD 3 Cornus alternifolia Pagoda Dogwood B&B 1.5" 8' Min. 3' Min. --
W = _ + / / / // / SHRUBS
Q U U \(6) AT 38„ O.C.
(307) EA 18" O.C. VA 149 Viburnum acerfolium Mapleleaf Viburnum 3 Gal. -- 24" Min. 24" Min.Cn
--
Q Q (28) XS 48" O.C. / / / • VC 290 Viburnum cassinoides 'Lil Ditty' Lil' Ditty Witherod Viburnum 3 Gal. -- 24" Min. 24" Min.
/ / (266) PC 18" O.C. --
N = (447) IV 18 O.C. ° / / // VD 148 Rhododendron carolinianum Carolina Rhododendron 3 Gal. -- 24" Min. 24" Min. --
(7) XS 48" O.C. ° / CF 22 Kalmia latifolia Mountain Laurel 3 Gal. -- 30" Min. 24" Min. --
�+ WM 29 Morella cerifera ISouthern Wax Myrtle 1 3 Gal.1 36" Min. 24" Min. --
W \ ° // • ' XS 97 Leucothoe fontanesiana Mountain Doghobble 1 Gal. -- 12" Min. 8" Min. --
z + // ORNAMENTAL GRASSES PERENNIALS
z = \ o AC 365 Aquilegia canadensis Red Columbine 4" -- -- -- --
a (3) AT 38" O.C. ° _ _ �� AT 106 Amsonia tabernaemontana Eastern Bluestar 4" -- -- -- --
(3) XS 48" O.C. ° (6) VD 54" O.C. BJ 365 Eupatorium sp. 'Baby Joe' Baby Joe Pye Weed 4pp -- -- -- --
m \� ° o CL 365 Coreopsis lanceolata Lanceleaf Coreopsis 491
-- -- -- --
z (1) -- -- -- --
= \� (5) XS 48 O.C. EA 486 Eleocharis acicularis Needle Spikerush 4" -- -- -- --
o - \x IV 712 Iris virginica Virginia Iris 4"
W \ PC 632 Pontederia cordata Pickerelweed 4" -- -- -- --
x\x SR 52 Solidago rugosa lGoldenrod 4" -- -- -- --
_ �x /—x—x— PER MIX — PERENNIAL MIX TO CONSIST OF AN EQUAL AMOUNT OF AC, BJ, AND CL. EVENLY DISTRIBUTE PLANTS
x
+ THROUGHOUT AREA DESIGNATED ON PLANS
w �x /
x PERMANENT SEEDING PER SPECIFICATIONS
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rn BOBBY N. SETZER SHEET
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2278 __ SCO PROJECT # 19-20324-02A LANDSCAPE PLAN - C
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Asheville, NC 28801 OFFICE MANAGER DESIGNER
N 828.252.0575 = �� NC WILDLIFE RESOURCES COMMISSION M. CATHEY K. DURRANT
NC Firm License #_ '%,'�'T '"•••1"''� � �`��
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mcgillassociates.com '� tt� 21 1 3/14/24 KD PERSTORMWATERCOMMENTS TRANSYLVANIA COUNTY NORTH CAROLINA
NO. DATE BY DESCRIPTION ' K. SEAMAN J. FORD DECEMBER 2023 19.00124 SCO #19-20324-02A
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