20120620 Ver 1_Site Plan_20130304

Strickland, Bev
From: Doug Chapman [ doug .chapman @mcgillengineers.com]
Sent: Monday, March 04, 2013 8:29 PM
To: Strickland, Bev
Subject: Fwd: Joel Whitford has sent you a file using McGill Associates.
You can download the conformed plans from this link.
Let me know if you need anything else.
Thanks
Doug Chapman, PE
Senior Project Manager
McGill Associates, PA
1240 19th Street Lane NW I Hickory, NC 28601
Phone: 828 - 328 -2024 1 Mobile: [phone] Fax: 828 - 328 -3870
Email: doug chapman@mc ig llengineers.com I Website: www.mc ig llengineers.com
Begin forwarded message:
From: joel.whitford@mc ig llengineers.com
Date: March 4, 2013, 5:55:02 PM EST
To: doug chapman@mc ig llengineers.com
Subject: Joel Whitford has sent you a file using McGill Associates.
Greetings,
Joel Whitford wants to share files! Click the button below to:
Comments:
Here is the FTP link for the conformed drawings.

VANCE COUNTY, NORTH CAROLINA
SRF PROJECT NO. CS370410 -06

SCHEDULE OF DRAWINGS
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GENERAL
STRUCTURAL
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G -001 COVER SHEET
S -001 GENERAL NOTES, ABBREVIATIONS AND LEGEND
G -100 VICINITY MAP AND SCHEDULE OF DRAWINGS
S -002 TYPICAL SECTIONS AND DETAILS
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G -101 GENERAL NOTES & LEGEND
S -003 TYPICAL SECTIONS AND DETAILS
G -102 GENERAL CONSTRUCTION NOTES
S -004 SEISMIC ELEVATION AND DETAILS
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G -103 EXISTING PROCESS FLOW DIAGRAM
S -101 ADMINISTRATION OFFICE BUILDING
G -104 PROPOSED PROCESS FLOW DIAGRAM
S -102 ADMINISTRATION OFFICE BUILDING
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G -105 HYDRAULIC PROFILE
S -201 MAINTENANCE SHOP
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S -202 MAINTENANCE SHOP
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CIVIL
S -301 HEADWORKS FACILITY PLANS
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C -101 EXISTING OVERALL SITE PLAN
S -302 HEADWORKS FACILITY SECTIONS
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C -102 PROPOSED SITE PLAN
S -303 HEADWORKS FACILITY SECTIONS
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C -103 SIGNAGE AND SAFETY PLAN
S -304 INFLUENT PUMP STATION PLANS
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C -110 OVERALL EXISTING PIPING & DEMOLITION PLAN
S -305 INFLUENT PUMP STATION SECTIONS
C -111 EXISTING PIPING & DEMOLITION PLAN
S -306 INFLUENT PUMP STATION SECTIONS
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C -112 EXISTING PIPING & DEMOLITION PLAN
S -307 INFLUENT PUMP ELECTRICAL BUILDING PLANS AND SECTIONS
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C -113 EXISTING PIPING & DEMOLITION PLAN
S -401 OXIDATION TANK FOUNDATION PLAN
C -114 EXISTING PIPING & DEMOLITION PLAN
S -402 OXIDATION TANK LAYOUT PLAN
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C -115 OVERALL PROPOSED PIPING PLAN
S -403 OXIDATION TANK SECTIONS AND DETAILS
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C -116 PROPOSED ENLARGED PIPING PLAN
S -404 OXIDATION TANK SECTIONS AND DETAILS
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C -117 PROPOSED ENLARGED PIPING PLAN
S -405 OXIDATION TANK SECTIONS AND DETAILS
C -118 PROPOSED ENLARGED PIPING PLAN
S -406 OXIDATION TANK SECTIONS AND DETAILS
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C-1 19 PROPOSED ENLARGED PIPING PLAN
S-407 OXIDATION TANK ELECTRICAL BUILDINGS #1 AND #2 PLANS AND SECTIONS
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C -130 PROPOSED OVERALL SITE LAYOUT PLAN
S -501 CLARIFIER TANK PLAN
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C -131 PROPOSED SITE LAYOUT PLAN
S -502 CLARIFIER TANK SECTIONS AND DETAILS
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C -132 PROPOSED SITE LAYOUT PLAN
S -503 CLARIFIER SPUTTER BOX PLAN AND SECTIONS
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C -133 PROPOSED SITE LAYOUT PLAN
S -601 RAS PUMP STATION PLANS
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C -134 PROPOSED SITE LAYOUT PLAN
S -602 RAS PUMP STATION SECTIONS
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C -135 PROPOSED OVERALL SITE GRADING PLAN
C -136 PROPOSED SITE GRADING PLAN
S -603 RAS PUMP STATION ELECTRICAL BUILDING PLANS AND SECTIONS
S -701 SOLIDS HANDLING BUILDING PLAN
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C -137 PROPOSED SITE GRADING PLAN
S -702 SOLIDS HANDLING BUILDING SECTIONS AND DETAILS
PROJECT SITE.
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C -138 PROPOSED SITE GRADING PLAN
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C -139 PROPOSED SITE GRADING PLAN
PLUMBING
H EN DERSON WATER 2
C -140 PROPOSED OVERALL SITE EROSION CONTROL PLAN
P -101 PLUMBING NOTES & SCHEDULES
C -141 PROPOSED SITE EROSION CONTROL PLAN
P -201 ADMINISTRATION BUILDING WASTE & VENT PIPING PLAN
RECLAMATION FACILITY``p�
C -142 PROPOSED SITE EROSION CONTROL PLAN
P -202 ADMINISTRATION BUILDING DOMESTIC WATER PIPING PLAN``
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C -143 PROPOSED SITE EROSION CONTROL PLAN
P -301 MAINTENANCE BUILDING WASTE & VENT PIPING PLAN
ENDERSON, NC
C -144 PROPOSED SITE EROSION CONTROL PLAN
P -302 MAINTENANCE BUILDING DOMESTIC WATER PIPING PLAN
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C -150 PLANT PIPING PROFILES
P -401 PLUMBING DETAILS
C -151 PLANT PIPING PROFILES
C -152 PLANT PIPING PROFILES
MECHANICAL
M -101 MECHANICAL NOTES & SCHEDULES
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DETAILS
M -102 MECHANICAL NOTES & SCHEDULES
C -200 DETAILS
M -201 ADMINISTRATION BUILDING MECHANICAL PLAN
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C -201 DETAILS
M -301 MAINTENANCE BUILDING MECHANICAL PLAN
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C -202 DETAILS
M -302 MAINTENANCE BUILDING MECHANICAL SECTION
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C -203 DETAILS
M -401 ELECTRICAL BUILDINGS MECHANICAL PLANS
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C -204 DETAILS
M -501 SOLIDS HANDLING BUILDING MECHANICAL PLAN
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C -205 HANDRAIL DETAILS
M -601 MECHANICAL SECTION & DETAILS PLAN
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C -206 GATE DETAILS
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C -207 DETAILS
ELECTRICAL
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C -208 DETAILS
E -001 ELECTRICAL LEGEND, NOTES, SCHEDULES, AND ABBREVIATIONS
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C -209 EROSION CONTROL DETAILS
E -002 EXISTING ELECTRICAL ONE -LINE DIAGRAM
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C -210 EROSION CONTROL DETAILS
E -003 EXISTING ELECTRICAL ONE -LINE DIAGRAM
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C -211 EROSION CONTROL & DRAINAGE DETAILS
E -004 PROPOSED ELECTRICAL ONE -LINE DIAGRAM
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C -212 DRAINAGE DETAILS
E -005 PROPOSED ELECTRICAL ONE -LINE DIAGRAM
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E -006 MCC -101 ONE -LINE
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PROCESS
E -007 MCC -102 ONE -LINE
C -301 HEADWORKS FACILITY PLAN
E -008 MCC -201 ONE -LINE
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C -302 HEADWORKS FACILITY SECTIONS
E -009 MCC -202 ONE -LINE
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C -303 HEADWORKS FACILITY SECTIONS
E -010 MCC -203 ONE -LINE
2000 0 1000 2000 4000
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C -304 INFLUENT PUMP STATION PLAN
E -011 MCC -204 ONE -LINE
VICINITY MAP
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C -305 INFLUENT PUMP STATION PLAN
E -012 MCC -401 ONE -LINE
GRAPHIC SCALE IINCH =2000 FEET
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C -306 INFLUENT PUMP STATION SECTIONS
E -013 MCC -402 ONE -LINE
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C -307 INFLUENT PUMP STATION SECTIONS
E -014 MCC -501 ONE -LINE
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C -401 OXIDATION DITCH PLAN VIEW
E -015 MCC -502 ONE -LINE
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C -402 OXIDATION DITCH SECTIONS
E -016 CONTROL ONE -LINES
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C -403 OXIDATION DITCH SECTIONS
E -017 CONTROL ONE -LINES
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C -404 OXIDATION DITCH SECTIONS
E -018 CONTROL ONE -LINES
C -501 CLARIFIER LAYOUT
E -019 CONTROL ONE -LINES
C -502 CLARIFIER SPUTTER BOX PLAN AND SECTIONS
E -020 WIRING DIAGRAMS
C -503 CLARIFIER PLAN AND ELEVATION
E -021 WIRING DIAGRAMS
C -504 CLARIFIER DETAILS
E -022 WIRING DIAGRAMS
C -601 RAS PUMP STATION PLAN AND SECTION C -C
E -030 ELECTRICAL SCHEDULES
C -602 RAS PUMP STATION SECTIONS A -A & B -B
E -031 ELECTRICAL SCHEDULES
C -701 SOLIDS HANDLING BUILDING PLAN AND SECTION
E -032 ELECTRICAL SCHEDULES
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C -702 SLUDGE THICKENER DETAILS
E -033 ELECTRICAL SCHEDULES
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C -703 AEROBIC DIGESTER
E -034 ELECTRICAL SCHEDULES
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C -704 AEROBIC DIGESTER DETAILS
E -035 ELECTRICAL SCHEDULES
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E -036 DISTRIBUTION PANEL SCHEDULES (ADDED PERADDENDUM 3)
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ARCHITECTURAL
E -040 ELECTRICAL DETAILS
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A -001 ARCHITECTURAL KEY PLAN
E -041 ELECTRICAL DETAILS
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A -100 ADMINISTRATIONAPPENDIX'B'
E -042 ELECTRICAL DETAILS
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A -101 ADMINISTRATION FLOOR PLAN
E -043 ELECTRICAL DETAILSo
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A -102 ADMINISTRATION ROOF PLAN
E -044 ELECTRICAL DETAILS
A -103 ADMINISTRATION CEILING PLAN
E -101 OVERALL SITE PLAN
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A -104 ADMINISTRATION ELEVATIONS
E -102 PROPOSED AREA 1
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A -105 ADMINISTRATION SECTIONS
E -103 PROPOSED AREA 2
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A -106 ADMINISTRATION TOILET ROOM PLANS / INTERIOR ELEVATIONS
E -104 PROPOSED AREA 3
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A -107 ADMINISTRATION SCHEDULES / DETAILS
E -105 PROPOSED AREA 4
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A -200 MAINTENANCE -SHOP APPENDIX'B'
E -201 ADMINISTRATION POWER PLAN
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A -201 MAINTENANCE -SHOP FLOOR PLAN
E -202 ADMINISTRATION LIGHTING PLAN
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A -202 MAINTENANCE -SHOP ROOF, CEILING, & LOFT PLAN
E -203 MAINTENANCE -SHOP POWER PLAN
A -203 MAINTENANCE -SHOP ELEVATIONS
E -204 MAINTENANCE -SHOP LIGHTING PLAN
A -204 MAINTENANCE -SHOP ELEVATIONS
E -205 ELECTRICAL BUILDINGS LAYOUT
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A -205 MAINTENANCE -SHOP SECTIONS
E -301 HEADWORKS FACILITY ELECTRICAL PLAN
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A -206 MAINTENANCE -SHOP SCHEDULES / INTERIOR ELEVATIONS
E -302 INFLUENT PUMP STATION ELECTRICAL PLAN
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A -300 INFLUENT PUMP STATION ELECTRICAL BUILDING APPENDIX'B'
E -401 OXIDATION DITCH ELECTRICAL PLAN
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A -301 INFLUENT PUMP STATION ELECTRICAL BUILDING PLANS / SECTION / ELEV'S
E -501 CLARIFIER ELECTRICAL LAYOUT
A -400 OXIDATION DITCH ELECTRICAL BUILDING #1 APPENDIX'B'
E -502 CLARIFIER ELECTRICAL PLAN AND ELEVATION
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A -401 OXIDATION DITCH ELECTRICAL BUILDING #1 PLANS / SECTION / ELEV'S
E -530 EXISTING FILTER ELECTRICAL PLAN (ADDED PER ADDENDUM 2)
A -500 OXIDATION DITCH ELECTRICAL BUILDING #2 APPENDIX 'B'
E -601 RAS PUMP STATION PLAN
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A -501 OXIDATION DITCH ELECTRICAL BUILDING #2 PLANS / SECTION / ELEV'S
E -701 AEROBIC DIGESTER
A -600 RAS ELECTRICAL BUILDING APPENDIX 'B'
E -801 SOLIDS HANDLING BUILDING POWER PLAN
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A -601 RAS ELECTRICAL BUILDING PLANS / SECTION / ELEV'S
E -802 SOLIDS HANDLING BUILDING LIGHTING PLAN
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A -700 SOLIDS HANDLING BUILDINGAPPENDIX'B'
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A -701 SOLIDS HANDLING BUILDING FLOOR PLAN
INSTRUMENTATION
A -702 SOLIDS HANDLING BUILDING ROOF /CEILING PLAN /AND SCHEDULES
Y101 P &ID LEGEND, ABBREVIATIONS AND GENERAL NOTES
A -703 SOLIDS HANDLING BUILDING ELEVATIONS
Y102 SYSTEM ARCHITECTURE
A -704 SOLIDS HANDLING BUILDING ELEVATIONS AND SECTION
Y103 SYSTEM ARCHITECTURE
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Y104 P &ID
Y105 P &ID
Y106 P &ID
Y107 P &ID
SHEET
Y108 P &ID
Y109 P &ID
Y110 P &ID
Y111 P &ID
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Y112 P &ID
1 01/24/2013 JAW UPDATED SCHEDULE OF DRAWINGS
NO. DATE BY REVISION DESCRIPTION

GENERAL NOTES:
1. PROPERTY AND RIGHT -OF -WAY INFORMATION ARE FROM TAX MAPS AND
HIGHWAY DEPARTMENT AND SHOULD BE CONSIDERED APPROXIMATE.
2. CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS TO EQUAL OR BETTER CONDITION
THAN THE ORIGINAL SITE, OR AS NOTED.
3. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT
LOCATIONS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR. AT LEAST THREE
DAYS PRIOR TO CONSTRUCTION CONTRACTOR MUST NOTIFY EXISTING UTILITY OWNERS.
CALL BEFORE YOU DIG, NORTH CAROLINA ONE CALL (1- 800 - 632 - 4949).
4. ALL WORK NEAR AND AROUND WATERWAYS MUST CONFORM TO THE RULES OF THE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION
OF WATER POLLUTION CONTROL.
5. CONTRACTOR MUST PROVIDE EROSION CONTROL DEVICES TO CONTROL RUNOFF FROM THE
CONSTRUCTION SITE. CONTRACTOR WILL BE RESPONSIBLE FOR ANY FINES THAT MAY BE
LEVIED DUE TO POLLUTION CREATED DURING CONSTRUCTION.
6. CONTRACTOR SHALL FOLLOW ALL FEDERAL, STATE, AND LOCAL REGULATIONS PERTAINING TO
CONSTRUCTION OPERATIONS.
7. WATER LINES SHALL HAVE 3' MINIMUM COVER UNLESS OTHERWISE SHOWN ON THE DRAWINGS.
8. WATER AND SANITARY SEWER LINES SHALL HAVE A MINIMUM 10' HORIZONTAL
SEPARATION OR A MINIMUM 18" VERTICAL SEPARATION WITH WATER OVER SEWER, OR
BOTH WATER AND SEWER LINES SHALL BE DUCTILE IRON PIPE 10' EITHER SIDE OF THE CROSSING.
9. WATER AND STORM SEWER LINES SHALL HAVE A MINIMUM 18" VERTICAL SEPARATION.
10. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION.
11. CONTRACTOR SHALL NOTIFY THE PROPER LOCAL AUTHORITIES 24 HOURS PRIOR TO ANY
ROAD BEING CLOSED FOR CONSTRUCTION, INCLUDING BUT NOT LIMITED TO THE LOCAL
NEWSPAPER, RADIO STATION, FIRE DEPARTMENT, COUNTY SHERIFF'S DEPARTMENT,
AMBULANCE, AND THE COUNTY EMERGENCY MANAGEMENT AGENCY. ALL TRAFFIC
CONTROL SHALL CONFORM TO THE REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION.
12. CONTRACTOR SHALL NOTIFY THE ENGINEER AFTER EXISTING BURIED UTILITIES HAVE BEEN
LOCATED AND 24 HOURS PRIOR TO CONSTRUCTION. THE ENGINEER WILL EVALUATE THE
LOCATION OF EXISTING UTILITIES AND DETERMINE WHETHER OR NOT THE PROPOSED
WATER LINE WILL BE MOVED.
13. ALL FENCE DAMAGED DURING CONSTRUCTION SHALL BE REPLACED WITH LIKE MATERIAL
IN A WORKMANLIKE MANNER AND IN ACCORDANCE WITH STANDARD FENCE CONSTRUCTION
PRACTICES AT THE CONTRACTOR'S EXPENSE.
14. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING BURIED TELEPHONE LINES IN CONFLICT WITH
THE PROPOSED PIPES. WHERE NECESSARY, EXISTING BURIED TELEPHONE LINES SHALL BE
TEMPORARILY MOVED DURING CONSTRUCTION OF THE PROPOSED WATER LINE AND RE -LAID
AT NO ADDITIONAL COST TO THE OWNER.
GENERAL CONSTRUCTION NOTES
REVISION DATE - OCTOBER, 2012
1. FINISH GRADE TOLERANCES SHALL BE AS NOTED IN THE SPECIFICATIONS. THE ENGINEER MAY MAKE GRADE
CHANGES AS REQUIRED IN THE FIELD WITHOUT EFFECTING THE LUMP SUM BID PRICE.
2. UNLESS OTHERWISE STATED, ALL FILL AREAS SHALL BE CONSTRUCTED IN LAYERS OF 8" MAXIMUM THICKNESS,
WITH WATER ADDED OR SOIL CONDITIONED TO THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY THE
ENGINEER AND COMPACTED WITH A SHEEP'S FOOT ROLLER TO A COMPACTION EQUAL TO OR GREATER THAN
95% (100% IN THE TOP 2' OF THE SUB GRADE BELOW ROADWAYS AND PARKING LOTS) OF THE DENSITY
OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH THE STANDARD PROCTOR
METHOD OF MOISTURE- DENSITY RELATIONSHIP TEST, ASTM D698 OR AASHTO -99 UNLESS SPECIFIED IN OTHER
SPECIFICATIONS.
3. ENTIRE AREA TO BE GRADED SHALL BE CLEARED AND GRUBBED. NO FILL SHALL BE PLACED ON ANY AREA
NOT CLEARED AND GRUBBED.
4. ALL SOIL EROSION CONTROL MEASURES REQUIRED BY THE GRADING PLAN SHALL BE PERFORMED PRIOR TO
GRADING, CLEARING OR GRUBBING. ALL EROSION CONTROL DEVICES SUCH AS SILT FENCES, ETC., SHALL BE
MAINTAINED IN WORKABLE CONDITION FOR THE LIFE OF THE PROJECT AND SHALL BE REMOVED AT THE
COMPLETION OF THE PROJECT ONLY ON THE ENGINEER'S APPROVAL. PAYMENT SHALL BE CONSIDERED
INCIDENTAL TO CLEARING AND GRUBBING. IF DURING THE LIFE OF THE PROJECT, A STORM CAUSES SOIL
EROSION WHICH CHANGES FINISH GRADES OR CREATES "GULLIES" AND "WASHED AREAS ", THESE SHALL BE
REPAIRED AT NO EXTRA COST, AND ALL SILT WASHED OFF OF THE PROJECT SITE ONTO ADJACENT PROPERTY
SHALL BE REMOVED AS DIRECTED BY THE ENGINEER AT NO EXTRA COST. THE CONTRACTOR SHALL ADHERE
TO ANY APPROVED EROSION CONTROL PLANS WHETHER INDICATED IN THE CONSTRUCTION PLANS OR UNDER
SEPARATE COVER.
5. DISPOSABLE MATERIAL
A. CLEARING AND GRUBBING WASTES SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OF BY
THE CONTRACTOR AT HIS EXPENSE, UNLESS SPECIFIED OTHERWISE.
B. SOLID WASTES TO BE REMOVED, SUCH AS SIDEWALKS, CURBS, PAVEMENT, ETC., MAY BE PLACED IN
SPECIFIC DISPOSAL AREAS DELINEATED ON THE PLANS OR REMOVED FROM THE SITE AS REQUIRED BY
THE SPECIFICATIONS. THIS MATERIAL SHALL HAVE A MINIMUM COVER OF 2'. THE CONTRACTOR SHALL
MAINTAIN SPECIFIED COMPACTION REQUIREMENTS IN THESE AREAS. WHEN DISPOSAL SITES ARE NOT
PROVIDED, THE CONTRACTOR SHALL REMOVE THIS WASTE FROM THE SITE AND PROPERLY DISPOSE OF IT
AT HIS EXPENSE.
C. ABANDONED UTILITIES INCLUDING, BUT NOT LIMITED TO, CULVERTS, WATER PIPE, SEWER PIPE, MANHOLES,
HYDRANTS, CASTINGS, PIPE APPURTENANCES, UTILITY POLES, ETC., SHALL BE THE PROPERTY OF THE
SPECIFIC UTILITY AGENCY, OR COMPANY HAVING JURISDICTION. BEFORE THE CONTRACTOR CAN REMOVE,
DESTROY, SALVAGE, REUSE, SELL OR STORE FOR HIS OWN USE ANY ABANDONED UTILITY, HE MUST
PRESENT TO THE OWNER WRITTEN PERMISSION FROM THE UTILITY INVOLVED.
D. ON SITE BURNING IS AN ACCEPTABLE METHOD OF DISPOSING OF FLAMMABLE WASTES. WHEN BURNING IS
ANTICIPATED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND
MEETING GOVERNING CODES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OR HIS REPRESENTATIVE AS
TO THE SPECIFIC LOCATION OF BURNING.
AFTER BURNING IS COMPLETED, PURE ASH MAY BE DISPOSED OF BY MIXING WITH FILL DIRT. ALL
MATERIAL NOT TOTALLY BURNED SHALL BE DISPOSED OF AS SPECIFIED IN "B" ABOVE. THE CONTRACTOR
SHALL NOT HOLD UP WORK PROGRESS FOR THE PURPOSE OF WAITING FOR A "BURNING DAY ".
6. THE CONTRACTOR IS RESPONSIBLE FOR DEWATERING ALL EXCAVATED AREAS AS REQUIRED DURING
CONSTRUCTION AT NO EXTRA COST TO THE OWNER.
7. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ADJUSTMENT OF ALL UTILITY SURFACE
ACCESSES WHETHER HE PERFORMS THE WORK OR A UTILITY COMPANY PERFORMS THE WORK.
8. THE CONTRACTOR SHALL CONTROL ALL "DUST" BY PERIODIC WATERING AND SHALL PROVIDE ACCESS AT ALL
TIMES FOR PROPERTY OWNERS WITHIN THE PROJECT AREA AND FOR EMERGENCY VEHICLES. ALL OPEN DITCHES
AND HAZARDOUS AREAS SHALL BE CLEARLY MARKED IN ACCORDANCE WITH THE SPECIFICATIONS.
9. ALL AREAS WHERE THERE IS EXPOSED DIRT SHALL BE SEEDED, FERTILIZED AND MULCHED ACCORDING TO THE
SPECIFICATIONS. THE FINISHED SURFACE SHALL BE TO GRADE AND SMOOTH, FREE OF ALL ROCKS LARGER
THAN 3 ", EQUIPMENT TRACKS, DIRT CLODS, BUMPS, RIDGES AND GOUGES PRIOR TO SEEDING; THE SURFACE
SHALL BE LOOSENED TO A DEPTH OF f4 " -6" TO ACCEPT SEED. THE CONTRACTOR SHALL NOT PROCEED WITH
SEEDING OPERATIONS WITHOUT FIRST OBTAINING THE ENGINEER'S APPROVAL OF THE GRADED SURFACE. ALL
SEEDING SHALL BE PERFORMED BY A MECHANICAL "HYDRO- SEEDER ". HAND SEEDING SHALL BE AUTHORIZED /
ON AN AREA BY AREA APPROVAL BY THE ENGINEER. DISTURBED AREAS SHOULD THEN BE MATTED WITH L
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10. WHERE SPECIFIED, STORM DRAIN PIPE SHALL BE CORRUGATED METAL PIPE (CMP) CONFORMING TO AASHTO
M -36, WITH REROLLED 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 SPECIFIED
ON THE PLANS, PIPE AND COUPLING BANDS SHALL CONFORM TO NCDOT 1032 -3 FOR PLAIN PIPE. DIMPLE
BANDS SHALL NOT BE USED.
WHERE SPECIFIED, STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP) CONFORMING TO AASHTO
M -170, AS CONTAINED IN NCDOT STANDARD SPECIFICATION 1032 -9 FOR WALL "B" TYPE.
WHERE SPECIFIED, ALL STORM DRAIN PIPE SHALL BE HIGH DENSITY POLYETHYLENE (HDPE). SMOOTH WALL
INTERIOR, WITH WATER TIGHT JOINTS, BACKFILLED WITH # 57 WASHED STONE UP TO MIN. 6" OVER THE TOP
OF THE PIPE. HDPE PIPE USED FOR STORM DRAINAGE DETENTION SYSTEMS SHALL BE ADS N12 WT
OR APPROVED EQUAL.
WHERE SPECIFIED, ALL CORRUGATED METAL STORM DRAIN PIPE (CMP) SHALL BE ALUMINIZED TYPE 2
CORRUGATED STEEL MANUFACTURED IN ACCORDANCE WITH THE REQUIREMENTS OF AASHTO M -36. THE PIPE
SHALL BE MANUFACTURED FROM ALUMINIZED STEEL TYPE 2 MATERIAL CONFORMING TO THE REQUIREMENTS OF
AASHTO M -274. ALL PIPE SHALL BE FURNISHED WITH REROLLED ENDS AND SHALL BE JOINED WITH HUGGER
BANDS. THE USE OF DIMPLE BANDS WILL NOT BE ALLOWED. PIPE THROUGH 24" DIAMETER SHALL BE 16
GAUGE, PIPE THROUGH 42" DIAMETER SHALL BE 14 GAUGE, PIPE THROUGH 54" DIAMETER SHALL BE 12
GAUGE.
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12. CATCH BASINS CAST -IN -PLACE SHALL CONFORM TO THE REQUIREMENTS OF NCDOT STANDARD SPECIFICATIONS
FOR ROADS AND STRUCTURES (LATEST EDITION) ARTICLES 840 -1 THROUGH 840 -3. CURB INLET CATCH BASIN
SHALL CONFORM TO NCDOT STANDARD DETAILS 840.02 THROUGH 840.04. DROP INLETS SHALL CONFORM TO
STANDARD DETAIL 840.14. JUNCTION BOXES SHALL CONFORM TO STANDARD DETAIL 840.31.
13. CURB INLET FRAME, GRATE AND HOOD SHALL BE NEENAH R- 3233D, PRODUCTS BY DEWEY BROS., U.S.
FOUNDRY OR EQUAL. DROP INLET FRAME AND GRATE SHALL BE NEENAH R -3339A OR EQUAL. FIELD INLET
COVER SHALL CONFORM TO NCDOT STANDARD DETAIL 840.04, OPENING FACING UPSTREAM.
14. CONCRETE AND MASONRY SHALL MEET THE REQUIREMENTS OF APPROPRIATE SECTION OF NCDOT STANDARD
SPECIFICATIONS FOR ROAD AND STRUCTURES (LATEST EDITION). CONCRETE SHALL BE CLASS A OR B. 4000
PSI MINIMUM, MEETING THE REQUIREMENTS OF SECTION 1000, CONSTRUCTED IN ACCORDANCE WITH SECTION
825. MASONRY SHALL MEET THE REQUIREMENTS OF SECTION 1040, CONSTRUCTED IN ACCORDANCE WITH
SECTION 830 AND /OR 834.
15. TOPS OF PROPOSED FRAMES AND GRATES SHALL BE FLUSH WITH FINISHED GRADE.
16. PRE CAST CONCRETE BOXES ARE ACCEPTABLE ALTERNATIVES FOR PROPOSED CATCH BASINS.
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15. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS DURING
CONSTRUCTION AND SHALL REPAIR ROADS PER REQUIREMENTS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION. NO OPEN CUTS OF EXISTING ROADS SHALL BE ALLOWED
EXCEPT WHERE INDICATED ON THE DRAWINGS OR WHERE SPECIFIC PERMISSION IS GRANTED
BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. SAND OR A SIMILAR MATERIAL
APPROVED BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION SHALL BE PLACED AS
A PROTECTIVE BARRIER BETWEEN TRACK EQUIPMENT AND THE ROAD AND CLEANED UP PROPERLY
AFTER CONSTRUCTION.
16. CONTRACTOR SHALL NOT LAY ANY PIPELINES OUTSIDE OF PERMANENT EASEMENTS. IF LINES
MUST BE MOVED FOR ANY REASON, THE OWNER WILL SECURE ANY REQUIRED EASEMENTS
PRIOR TO MOVING ANY LINES.
NORTH CAROLINA LAND QUALITY SECTION
EROSION CONTROL NOTES
REVISION DATE - NOVEMBER 24, 2008
GENERAL: ALL EROSION CONTROL MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE WITH REQUIREMENTS OF THE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES, LAND QUALITY
SECTION. THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE COMPLIED WITH FOR ALL WORK.
1. - PRIOR TO BEGINNING WORK ON THE PROJECT THE CONTRACTOR SHALL OBTAIN FROM THE OWNER A COPY OF THE
"EROSION AND SEDIMENT CONTROL APPROVAL" FROM THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND
NATURAL RESOURCES, DIVISION OF LAND QUALITY, OR THE LOCAL AUTHORIZED PROGRAM. THE APPROVAL NOTICE
MUST BE AVAILABLE ON -SITE DURING ALL GRADING AND CONSTRUCTION ACTIVITIES.
2. - INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES, LAND QUALITY SECTION.
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 COMPLETED DAILY IN AREAS
NOTED AS STREAM PROTECTION AREAS. SILT FENCE IN THESE AREAS SHALL NOT BE INSTALLED CLOSER THAN 5'
FROM CREEK BANK UNLESS FIELD CONDITIONS PREVENT SUFFICIENT CLEARANCE. ALL SILT FENCES SHALL BE
INSPECTED AND CLEANED AS NEEDED AFTER EACH RAIN.
3. - NO WORK SHALL BE PERFORMED IN STREAM FROM OCTOBER 15 TO APRIL 15 (TO ACCOMMODATE COE AND DWQ
RECOMMENDATIONS CONCERNING WORK IN TROUT WATERS).
4. - CONTRACTOR IS TO PLACE PERMANENT STAKES MARKING CLEARLY THE 25' BUFFER FOR STREAMS WHERE SHOWN
ON THE PLANS AND THE MARKERS ARE TO BE VISIBLE AT ALL TIMES DURING CONSTRUCTION.
5. - OBTAIN CERTIFICATE OF COMPLIANCE THROUGH ON -SITE INSPECTION BY A REPRESENTATIVE OF THE NORTH
CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES, LAND QUALITY
SECTION.
6. - ALL STREAM CROSSINGS AND PERENNIAL STREAMS WILL BE ALIGNED WITH THE NATURAL STREAM PATTERNS ABOVE
AND BELOW THE PROPOSED ROAD.
7. - PROCEED WITH GRADING, CLEARING AND GRUBBING. NOTE: NO OFF SITE DISPOSAL OF MATERIAL IS ALLOWED
UNLESS THE DISPOSAL SITE HAS AN APPROVED EROSION CONTROL PLAN.
8. - ALL TEMPORARY STREAM AND CREEK CROSSINGS FOR EQUIPMENT DURING CONSTRUCTION SHALL BE MADE USING
TEMPORARY BRIDGES. NO STREAM BANK OR STREAM BED DISTURBANCE SHALL BE ALLOWED FOR EQUIPMENT
CROSSINGS.
9. - SEED AND MULCH DENUDED AREA AFTER FINISHED GRADES ARE ESTABLISHED AND ACCORDING TO THE NPDES
GROUND COVER STABILIZATION TABLE. SEED AND SOIL 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.
LIME 4,000 LBS
FERTILIZER (10- 10 -10) 1,000 LBS
KY -31 FESCUE 100 LBS
STRAW MULCH 60 -80 BALES
FOR SUMMER SEEDING ADD TO THE ABOVE:
GERMAN MILLET 40 LBS
SMALL - STEMMED SUDAN GRASS 50 LBS
FOR WINTER SEEDING ADD TO THE ABOVE:
RYE GRAIN 120 LBS
IF HYDROSEEDING, WOOD CELLULOSE MAY BE USED IN ADDITION TO STRAW MULCH AT THE RATE OF 1,000 LBS
PER ACRE.
ALL SEEDING SHALL BE MAINTAINED, WATERED ETC.., UNTIL A PERMANENT VEGETATIVE GROUND COVER IS
ESTABLISHED OVER ALL DISTURBED AREAS.
FOR ALL SLOPES 2:1 OR STEEPER ADD TO THE ABOVE:
PURE LIVE SEED SWITCHGRASS 4 LBS
BROWNTOP MILLET 8 LBS
GRAIN SORGHUM 2 LBS
ALL SLOPES 2:1 OR STEEPER SHALL BE COVERED BY EROSION CONTROL MATTING.
NATIVE SEEDING:
THE CORRECT SEEDBED pH IS 5.5 TO 6.5.
APPLY ZERO NITROGEN AT PLANTING.
INCORPORATE SOIL AMENDMENTS INTO TOPSOIL /ROOT ZONE BEFORE SEEDING.
FIRM SEEDBED BEFORE SEEDING (TRAVEL WITH DOZER CLEATS).
SEEDING DEPTH FOR ALL NATIVE SSP. (EXCEPT E.GAMAGRASS) NEED TO BE 1/4" - 1/2 ".
GREATER DEPTHS CAUSE HIGH SEED MORTALITY.
SPECIALIZED SEEDING IMPLEMENTS ARE REQUIRED. SEED MIXES AND RATES TO MATCH SEEDER USED. A NO -TILL,
DROP SEEDER OR BROADCASTER WITH PRECISION METERING TO CONTROL SMALL SEED FLOW AND PICKER WHEEL
AGITATORS TO HANDLE FLUFFY SEED ARE BEST SUITED FOR NATIVE SEED.
NATIVE PLANT SEEDING MIX FOR STREAM OR RIVERBANK STABILIZATION
SEEDING FOR STREAM OR RIVERBANK STABILIZATION SHALL BE A MIXTURE OF NATIVE GRASSES, PLANTS AND
TREES. NATIVE PLANT MIX SHALL INCLUDE THE FOLLOWING:
GRASSES - BIG BLUESTEM, INDIAN GRASS, LITTLE BLUESTEM, SWITCHGRASS 5 LBS /ACRE EACH
AUGUST THRU MAY - GREENRYE 25 LBS /ACRE EACH
MAY 1 THRU AUGUST - MILLET 25 LBS /ACRE EACH
TREES - SILKY DOGWOOD (CORNUS AMONUM), SILKY WILLOW (SALIX SERICEA), HAZEL ALDER (ALMUS SERRULATA)
AND ELDERBERRY (SAMBUEUS CANADENSIS)
NATIVE PLANT MIX VARIATIONS SHALL BE APPROVED BY ENGINEER.
NOTE: NO FERTILIZER SHALL BE USED WITHIN 10' OF TOP OF STREAM OR RIVER BANK.
10. - MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
11. - REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS.
12. - REQUEST FINAL APPROVAL BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES,
DIVISION OF LAND RESOURCES, LAND QUALITY SECTION.
PROPOSED EROSION CONTROL
AND STORM DRAINAGE LEGEND
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REQUIREMENTS FOR CONSTRUCTION SITES
REVISION DATE - NOVEMBER 3, 2008
FEDERAL NPDES STORMWATER PHASE II REQUIREMENTS SHALL BE MET BY THE CONTRACTOR FOR ALL
CONSTRUCTION SITES LARGER THAN 1 ACRE. THESE REQUIREMENTS ARE SUMMARIZED AS FOLLOWS:
1. - IMPLEMENT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN AND KEEP A COPY OF
THE PLAN ON SITE. DEVIATION FROM THE APPROVED EROSION AND SEDIMENTATION CONTROL
PLAN WILL BE CONSIDERED A VIOLATION OF THE FEDERAL NPDES GENERAL PERMIT.
2. - PREVENT SPILLING OF FUELS, LUBRICANTS, COOLANTS, HYDRAULIC FLUIDS, AND ANY OTHER
PETROLEUM PRODUCTS ONTO THE GROUND OR INTO SURFACE WATERS. DISPOSE OF SPENT FUELS
APPROPRIATELY.
3. - USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER CONSISTENT WITH THE FEDERAL
INSECTICIDE, FUNGICIDE AND RODENTICIDE ACT AND IN ACCORDANCE WITH LABEL RESTRICTIONS.
4. - CONTROL MANAGEMENT AND DISPOSAL OF LITTER AND SANITARY WASTE FROM THE SITE SO THAT
NO ADVERSE IMPACTS TO WATER QUALITY OCCUR.
5. - INSPECT ALL EROSION AND SEDIMENTATION CONTROL FACILITIES EVERY SEVEN CALENDAR DAYS
(TWICE IN SEVEN CALENDAR DAYS FOR STORMWATER DISCHARGES TO STREAMS ON THE LATEST
EPA - APPROVED 303(d) LIST) AND WITHIN 24 HOURS OF ANY STORM EVENT OF MORE THAN 0.5
INCH OF RAIN IN A 24 -HOUR PERIOD. MAINTAIN A RAIN GAUGE ON SITE AND KEEP A RECORD
OF THE RAINFALL AMOUNTS AND DATES.
6. - OBSERVE STORMWATER RUNOFF DISCHARGES AND LOOK FOR CLARITY, FLOATING SOLIDS,
SUSPENDED OILS, OIL SHEEN AND OTHER OBVIOUS INDICATORS OF POLLUTION AND EVALUATE THE
EFFECTIVENESS OF THE EROSION AND SEDIMENTATION CONTROL MEASURES. IF SEDIMENTATION IS
LEAVING THE DISTURBED AREA, TAKE IMMEDIATE ACTION TO CONTROL THE DISCHARGE.
7. - KEEP A RECORD OF INSPECTIONS. RECORD ANY VISIBLE SEDIMENTATION FOUND OUTSIDE THE
DISTURBED LIMIT AND RECORD MEASURES TAKEN TO CLEAN UP THE SEDIMENT. MAKE THESE
RECORDS AVAILABLE TO THE DIVISION OF WATER QUALITY OR ITS AUTHORIZED AGENT UPON
REQUEST.
8. - MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES TO KEEP THEM OPERATING AT OPTIMUM
EFFICIENCY.
CONTACT THE ENGINEER FOR A COPY OF THE GENERAL PERMIT TO DISCHARGE STORMWATER
UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM.
VIOLATIONS OF THE NPDES STORMWATER RULES CONSTITUTE A VIOLATION OF THE FEDERAL CLEAN
WATER ACT AND ARE SUBJECT TO CIVIL PENALTIES OF UP TO $27,000 PER DAY. UNDER STATE
LAW, A DAILY CIVIL PENALTY OF $10,000 PER VIOLATION CAN BE ASSESSED FOR VIOLATION OF
TERMS OF THE PERMIT.
2
LEGEND - EXISTING
CONDITIONS
REVISIONS PER ADDENDUM NO. 1 DATED 12/05/2012
1
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REQUIREMENTS FOR CONSTRUCTION SITES
REVISION DATE - NOVEMBER 3, 2008
FEDERAL NPDES STORMWATER PHASE II REQUIREMENTS SHALL BE MET BY THE CONTRACTOR FOR ALL
CONSTRUCTION SITES LARGER THAN 1 ACRE. THESE REQUIREMENTS ARE SUMMARIZED AS FOLLOWS:
1. - IMPLEMENT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN AND KEEP A COPY OF
THE PLAN ON SITE. DEVIATION FROM THE APPROVED EROSION AND SEDIMENTATION CONTROL
PLAN WILL BE CONSIDERED A VIOLATION OF THE FEDERAL NPDES GENERAL PERMIT.
2. - PREVENT SPILLING OF FUELS, LUBRICANTS, COOLANTS, HYDRAULIC FLUIDS, AND ANY OTHER
PETROLEUM PRODUCTS ONTO THE GROUND OR INTO SURFACE WATERS. DISPOSE OF SPENT FUELS
APPROPRIATELY.
3. - USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER CONSISTENT WITH THE FEDERAL
INSECTICIDE, FUNGICIDE AND RODENTICIDE ACT AND IN ACCORDANCE WITH LABEL RESTRICTIONS.
4. - CONTROL MANAGEMENT AND DISPOSAL OF LITTER AND SANITARY WASTE FROM THE SITE SO THAT
NO ADVERSE IMPACTS TO WATER QUALITY OCCUR.
5. - INSPECT ALL EROSION AND SEDIMENTATION CONTROL FACILITIES EVERY SEVEN CALENDAR DAYS
(TWICE IN SEVEN CALENDAR DAYS FOR STORMWATER DISCHARGES TO STREAMS ON THE LATEST
EPA - APPROVED 303(d) LIST) AND WITHIN 24 HOURS OF ANY STORM EVENT OF MORE THAN 0.5
INCH OF RAIN IN A 24 -HOUR PERIOD. MAINTAIN A RAIN GAUGE ON SITE AND KEEP A RECORD
OF THE RAINFALL AMOUNTS AND DATES.
6. - OBSERVE STORMWATER RUNOFF DISCHARGES AND LOOK FOR CLARITY, FLOATING SOLIDS,
SUSPENDED OILS, OIL SHEEN AND OTHER OBVIOUS INDICATORS OF POLLUTION AND EVALUATE THE
EFFECTIVENESS OF THE EROSION AND SEDIMENTATION CONTROL MEASURES. IF SEDIMENTATION IS
LEAVING THE DISTURBED AREA, TAKE IMMEDIATE ACTION TO CONTROL THE DISCHARGE.
7. - KEEP A RECORD OF INSPECTIONS. RECORD ANY VISIBLE SEDIMENTATION FOUND OUTSIDE THE
DISTURBED LIMIT AND RECORD MEASURES TAKEN TO CLEAN UP THE SEDIMENT. MAKE THESE
RECORDS AVAILABLE TO THE DIVISION OF WATER QUALITY OR ITS AUTHORIZED AGENT UPON
REQUEST.
8. - MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES TO KEEP THEM OPERATING AT OPTIMUM
EFFICIENCY.
CONTACT THE ENGINEER FOR A COPY OF THE GENERAL PERMIT TO DISCHARGE STORMWATER
UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM.
VIOLATIONS OF THE NPDES STORMWATER RULES CONSTITUTE A VIOLATION OF THE FEDERAL CLEAN
WATER ACT AND ARE SUBJECT TO CIVIL PENALTIES OF UP TO $27,000 PER DAY. UNDER STATE
LAW, A DAILY CIVIL PENALTY OF $10,000 PER VIOLATION CAN BE ASSESSED FOR VIOLATION OF
TERMS OF THE PERMIT.
2
01/24/2013
RAB
REVISIONS PER ADDENDUM NO. 1 DATED 12/05/2012
1
7/3/2012
GRH
NCDENR REVIEW COMMENTS
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DATE
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GENERAL NOTES
1. THE CONTRACTOR SHALL FOLLOW ALL FEDERAL, STATE, AND LOCAL REGULATIONS PERTAINING TO
CONSTRUCTION OPERATIONS.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND LICENSES REQUIRED
BY GOVERNING AGENCIES INVOLVED WITH THIS CONTRACT.
3. THE EXISTING WATER RECLAMATION FACILITY SHALL REMAIN OPERATIONAL AT ALL TIMES. MAINTAIN EXISTING
ACTIVE PROCESSES AND UTILITIES THAT ARE TO REMAIN IN OPERATION. COORDINATE ALL DECOMMISSIONING OR
MODIFICATION WORK WITH THE WATER RECLAMATION FACILITY DIRECTOR.
4. THE CONTRACTOR SHALL PROVIDE TEMPORARY PIPING AND BYPASS PUMPING FACILITIES WHEN REQUIRED. SEE
GENERAL CONSTRUCTION SEQUENCE ON THIS SHEET FOR ADDITIONAL REQUIREMENTS AND INFORMATION.
5. MAINTAIN OWNER'S ACCESS TO ALL FACILITIES, EQUIPMENT, AND PROCESS COMPONENTS.
6. PROTECT EXISTING UTILITIES FROM DAMAGE. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY UTILITY
LINES AND /OR STRUCTURES DAMAGED DURING CONSTRUCTION.
7. LOCATIONS OF EXISTING STRUCTURES AND UTILITIES AS SHOWN ARE APPROXIMATE ONLY AND ARE BASED ON
RECORD DRAWINGS AND FIELD OBSERVATION ONLY. EXACT LOCATIONS AND ARRANGEMENTS ARE TO BE FIELD
VERIFIED BY THE CONTRACTOR. REPORT ANY DISCREPANCIES TO OWNER AND ENGINEER BEFORE DISTURBING
EXISTING INSTALLATIONS OR BEGINNING PROPOSED WORK.
8. DIMENSIONS AND ELEVATIONS SHOWN ON DRAWINGS OF EXISTING STRUCTURES ARE APPROXIMATE AND BASED
UPON PREVIOUS RECORD DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO
ORDERING ANY RELATED EQUIPMENT OR MATERIALS.
9. COORDINATE WORK WITH UTILITY COMPANIES. NOTIFY APPROPRIATE COMPANIES BEFORE STARTING WORK,
COMPLY WITH ANY REQUIREMENTS, AND OBTAIN REQUIRED PERMITS.
10. LOCATE AND MARK ALL UTILITIES TO REMAIN, WHETHER TEMPORARILY OR PERMANENTLY. MARK VISIBLY,
IDENTIFY TYPE OF UTILITY, AND PROTECT FROM DAMAGE DUE TO SUBSEQUENT CONSTRUCTION.
11. RIM ELEVATIONS OF PROPOSED AND EXISTING MANHOLES SHOWN ARE APPROXIMATE ONLY. THE CONTRACTOR
IS RESPONSIBLE TO VERIFY THE ELEVATION REQUIRED FOR THE MANHOLE HEIGHT TO COMPLY WITH ALL INLET
AND OUTLET PIPES AND THE ADJACENT FINISHED GRADE.
12. SHEETING AND BRACING SHALL BE PROVIDED IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND
LOCAL SAFETY AND HEALTH REGULATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN,
INSTALLATION, AND MAINTENANCE OF ALL SHEETING AND BRACING.
13. IF REMOVAL OF FALL PROTECTION DEVICES, GRATING, OR HANDRAIL IS REQUIRED, THE CONTRACTOR SHALL
TAKE ALL NECESSARY SAFETY PRECAUTIONS.
14. SEE APPENDIX A OF THE SPECIFICATIONS FOR A GEOTECHNICAL EXPLORATION REPORT COMPLETED BY ECS
FOR THE PROJECT SITE. LOCATIONS OF SOIL BORINGS ARE SHOWN ON THE PLANS.
15. TEST BORINGS OR OTHER EXPLORATORY OPERATIONS MAY BE UNDERTAKEN BY THE CONTRACTOR, AT HIS /HER
OWN EXPENSE, PROVIDED SUCH OPERATIONS ARE APPROVED BY THE OWNER. PROPER UTILITY NOTIFICATION
AND LOCATION THROUGH NC ONE CALL BEFORE YOU DIG IS REQUIRED.
16. IF HAZARDOUS MATERIALS ARE DISCOVERED DURING WORK, STOP WORK AND NOTIFY ENGINEER AND OWNER.
HAZARDOUS MATERIALS INCLUDE, BUT ARE NOT LIMITED TO ASBESTOS MATERIALS, LEAD, PCB'S, AND
MERCURY.
17. WHERE EXISTING ACTIVE SYSTEMS SERVE OCCUPIED FACILITIES BUT ARE TO BE REPLACED WITH NEW SERVICES,
MAINTAIN EXISTING SYSTEMS IN SERVICE UNTIL NEW SYSTEMS ARE COMPLETE AND READY FOR SERVICE.
18. VERIFY THAT SERVICES TO BE ABANDONED SERVE ONLY ABANDONED FACILITIES BEFORE REMOVAL.
19. REMOVE ABANDONED PIPE, DUCTS, CONDUITS, AND EQUIPMENT, INCLUDING THOSE ABOVE ACCESSIBLE CEILINGS;
REMOVE BACK TO SOURCE OF SUPPLY WHERE POSSIBLE, OTHERWISE CAP STUB AND TAG WITH IDENTIFICATION.
20. THE CONTRACTOR SHALL COORDINATE STRUCTURE DIMENSIONS WITH THE PROPOSED EQUIPMENT
MANUFACTURERS. ANY NECESSARY REVISIONS TO STRUCTURES TO ACCOMMODATE EQUIPMENT SHALL BE
APPROVED BY THE OWNER AND ENGINEER. COSTS FOR REVISIONS TO STRUCTURES SHALL BE INCLUDED IN
THE CONTRACTOR'S LUMP SUM BID PRICE.
21. CONTRACTOR SHALL NOT ENTER UNDERGROUND OR ENCLOSED STRUCTURES WITHOUT HAVING OBTAINED
CONFINED SPACE ENTRY PERMITS AND IMPLEMENTING ALL APPLICABLE TEMPORARY ENTRY MEASURES. THE
CONTRACTOR SHALL MEET ALL FEDERAL, STATE, AND LOCAL REQUIREMENTS PERTAINING TO THE "CONFINED
SPACE ENTRY" PERMITS.
22. PRIOR TO BIDDING, IF THE CONTRACTOR DESIRES TO ENTER AN EXISTING STRUCTURE, HE /SHE SHALL CONTACT
THE WATER RECLAMATION FACILITY DIRECTOR FOR APPROVAL BEFORE ENTERING. REFER TO THE
INSTRUCTIONS TO BIDDERS WITHIN THE CONTRACT DOCUMENTS FOR ADDITIONAL CONTACT INFORMATION.
23. DURING CONSTRUCTION THE CONTRACTOR SHALL POST "CONFINED SPACE ENTRY" PERMIT(S) AND
REQUIREMENTS IN VISIBLE LOCATION(S) ON THE CONSTRUCTION SITE.
24. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND PROPERLY DISPOSING OF ANY WASTEWATER,
SLUDGE, AND /OR DEBRIS IN THE EXISTING DIGESTER PRIOR TO INSTALLATION OF NEW EQUIPMENT.
25. EXISTING STOP GATES, WEIR GATES, AND VALVES MAY BE CURRENTLY OPERATIONAL, BUT ARE NOT
GUARANTEED TO BE WATERTIGHT OR TO COMPLETELY STOP WASTEWATER FROM ENTERING STRUCTURES WHERE
WORK WILL OCCUR. SHOULD ADDITIONAL IMPROVEMENTS OR MEASURES BE NECESSARY TO KEEP WASTEWATER
FROM ENTERING EXISTING STRUCTURES DURING CONSTRUCTION, THE IMPROVEMENTS OR MEASURES SHALL BE
INCLUDED IN THE CONTRACTOR'S LUMP SUM BASE BID.
26. PORTIONS OF THE STAIRS, HANDRAIL, GRATING, AND PLATFORMS IN THE EXISTING AEROBIC DIGESTER ARE TO
REMAIN IN USE. CONTRACTOR SHALL REMOVE ONLY THE PORTIONS OF THESE ITEMS THAT ARE NECESSARY
FOR THE INSTALLATION OF EQUIPMENT, AND THEN REINSTALL THESE ITEMS AFTER THE INSTALLATION HAS
BEEN COMPLETED.
27. CONTRACTOR SHALL PROVIDE VALVES AND FITTINGS ON PROPOSED WASHWATER LINES AS REQUIRED BY THE
SCREEN MANUFACTURER AND GRIT REMOVAL MANUFACTURER. THE PRICE FOR THE VALVES AND FITTINGS
SHALL BE INCLUDED IN THE CONTRACTOR'S LUMP SUM BASE BID.
28. ALL PROPOSED EXTERIOR EXPOSED POTABLE WATER LINES AND NON- POTABLE WATER LINES SHALL BE
INSULATED AND HEAT TRACED BY THE CONTRACTOR.
29. CONTRACTOR SHALL INSTALL INSULATION AND HEAT TRACING ON SCREENS, SCREW CONVEYOR, SCREENINGS
WASHER /COMPACTOR, AND ALL EXPOSED WATER PIPING TO PREVENT FREEZING.
30. CONTRACTOR SHALL INSTALL INSULATION AND HEAT TRACING ON GRIT REMOVAL EQUIPMENT, GRIT
CONCENTRATOR, GRIT CLASSIFIER, AND ALL EXPOSED GRIT AND WATER PIPING TO PREVENT FREEZING.
31. ONLY THE EQUIPMENT MANUFACTURERS THAT HAVE BEEN PRE - APPROVED OR PRE - QUALIFIED BY THE
ENGINEER PRIOR TO THE BID OPENING MAY SUPPLY EQUIPMENT FOR THIS PROJECT. PRE - QUALIFICATION
REQUIREMENTS ARE DESCRIBED IN THE PROJECT SPECIFICATIONS.
32. LIMITS AND TYPES OF PROPOSED PAVING ARE SHOWN ON THE PLANS. PAVING WORK SHALL NOT BE
PERFORMED UNTIL AFTER ALL HEAVY CONSTRUCTION EQUIPMENT HAS BEEN REMOVED FROM SITE NEAR
COMPLETION OF CONSTRUCTION.
33. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING ACCESS ROADS OR PAVEMENT DURING
CONSTRUCTION AND SHALL REPAIR THESE ACCESS ROADS OR PAVEMENT TO ORIGINAL OR BETTER CONDITION.
34. ANY SIDEWALK THAT IS TEMPORARILY REMOVED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED IN
KIND.
35. REMOVE DEBRIS, JUNK, AND TRASH FROM SITE.
36. LEAVE SITE IN CLEAN CONDITION, READY FOR SUBSEQUENT WORK.
37. CLEAN UP SPILLAGE AND WIND -BLOWN DEBRIS FROM PUBLIC AND PRIVATE LANDS.
GENERAL CONSTRUCTION SEQUENCE
A. GENERAL REQUIREMENTS
1. THE CONTRACTOR SHALL SCHEDULE WORK TO ENSURE THAT THE WATER RECLAMATION FACILITY REMAINS
IN OPERATION AT ALL TIMES DURING CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. ALL WORK
SHALL BE CLOSELY COORDINATED WITH THE OWNER AND ENGINEER. ANY ACTIVITIES THAT REQUIRE
TREATMENT PROCESSES TO BE TAKEN OUT OF SERVICE SHALL BE SCHEDULED WITH THE OWNER AND
ENGINEER A MINIMUM OF TWO (2) WEEKS IN ADVANCE.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL LABOR, MATERIALS, AND EQUIPMENT
NECESSARY TO COMPLETE THE WORK. THE CONTRACTOR'S BID PRICE SHALL INCLUDE ALL APPLICABLE
SALES TAX.
3. THE CONTRACTOR SHALL PROVIDE ANY AND ALL TEMPORARY BYPASS PUMPING OR BYPASS TREATMENT
UNITS REQUIRED FOR THE PROPER AND SUCCESSFUL CONSTRUCTION OF THE PROPOSED FACILITIES TO
MAINTAIN COMPLIANCE WITH THE FACILITY'S NPDES PERMIT.
4. THE CONTRACTOR SHALL AT ALL TIMES WORK IN A CLEAN AND SAFE MANNER.
5. ALL SAFETY EQUIPMENT INCLUDING THAT NECESSARY FOR CONFINED WORK SHALL BE PROVIDED.
B. SCOPE OF WORK: THE FOLLOWING CONSTRUCTION SEQUENCE PLAN IS BEING PROVIDED AS A GUIDE FOR THE
CONTRACTOR TO FOLLOW. SOME ITEMS MAY BE PERFORMED CONCURRENTLY IF APPROVED BY THE ENGINEER.
ANY DEVIATION FROM THIS SEQUENCE REQUIRES PRIOR APPROVAL BY THE ENGINEER.
1. DEMOLISH EXISTING SLUDGE DRYING BEDS ON EASTERN SIDE OF THE SITE.
2. PERFORM EXCAVATION, GRADING, AND FOUNDATION WORK FOR NEW TREATMENT STRUCTURES AND PUMP
STATIONS. CONSTRUCT THE NEW HEADWORKS FACILITY, NEW INFLUENT LIFT STATION, NEW OXIDATION
DITCH BIOLOGICAL NUTRIENT REMOVAL TREATMENT SYSTEM BASINS, NEW FINAL CLARIFIERS, NEW RETURN
SLUDGE PUMP STATION, NEW SOLIDS HANDLING BUILDING WITH SLUDGE PUMPS AND THICKENER, NEW
ELECTRICAL BUILDINGS, AND RELATED SITE PIPING. WHILE THESE IMPROVEMENTS ARE BEING
CONSTRUCTED, THE EXISTING WATER RECLAMATION FACILITY SHALL REMAIN IN OPERATION.
3. CONCURRENT WITH ITEM B.2, INSTALL TEMPORARY BYPASS LINE AND FACILITIES FROM EXISTING
HEADWORKS TO THE EXISTING SECONDARY CLARIFIERS. REMOVE 3 OF THE 6 PRIMARY CLARIFIERS
NEAREST THE TRICKLING FILTERS FROM SERVICE.
4. CONCURRENT WITH ITEM B.2, REMOVE THE TRICKLING FILTER LIFT STATION, 2ND -STAGE TRICKLING
FILTERS, AND TRICKLING FILTER RECIRCULATION PUMP STATION FROM SERVICE.
5. CLEAN AND DEMOLISH EXISTING PROCESSES LISTED IN ITEMS B.3 AND B.4 ABOVE AFTER THE PROCESSES
HAVE BEEN SUCCESSFULLY BYPASSED AND APPROVED BY THE OWNER. PROTECT CRITICAL ELECTRICAL
LINES AND VAULTS IN THIS AREA, AND RELOCATE ELECTRICAL LINES IN THIS AREA AS NECESSARY UPON
APPROVAL BY THE ENGINEER. PROTECT THE EXISTING PROCESS PIPE TO BE USED AS THE TREATMENT
BYPASS PIPE DURING CONSTRUCTION.
6. CONSTRUCT THE NEW ADMINISTRATION BUILDING IN LOCATION OF THE THREE (3) DEMOLISHED PRIMARY
CLARIFIERS.
7. CONSTRUCT THE NEW MAINTENANCE BUILDING AFTER THE PROCESSES LISTED IN ITEM B.4 HAVE BEEN
SUCCESSFULLY DEMOLISHED.
8. DECOMMISSION THE EXISTING AEROBIC DIGESTER FROM OPERATION FOR MODIFICATIONS. THE CITY WILL
PUMP ALL LIQUID SLUDGE FROM THIS TANK FOR DISPOSAL FROM THE SITE BY GRANVILLE FARMS, THE
CITY'S CONTRACT SLUDGE HAULER. THE COST TO REMOVE AND DISPOSE OF THE BOTTOM 2.0 FEET DEPTH
(MEASURED AT THE OUTER WALL) OF SLUDGE SHALL BE INCLUDED IN THE CONTRACTOR'S LUMP SUM BID
PRICE.
9. WHILE THE EXISTING AEROBIC DIGESTER IS REMOVED FROM SERVICE, CONNECT PROPOSED SLUDGE PIPES
TO THE EXISTING BURIED SLUDGE PIPES.
.. .. .. .. .. .. .. .. .. .. .. .. ..
10. PERFORM THE PROPOSED AEROBIC DIGESTER MODIFICATIONS. DURING THESE MODIFICATIONS, THE OWNER Q
WILL PUMP AND HAUL ANAEROBIC DIGESTER SLUDGE FROM THE EXISTING ANAEROBIC DIGESTERS. AFTER
COMPLETION OF MODIFICATIONS, PLACE AEROBIC DIGESTER BACK INTO SERVICE.
11. INSTALL THE NEW 42 -INCH INFLUENT SEWER AND 36 "CLARIFIER EFFLUENT LINE TO THEIR RESPECTIVE
TIE -IN POINTS. CONNECT THE INFLUENT SEWER USING A MANHOLE CONSTRUCTED OVER THE EXISTING
LINES, WHILE KEEPING THE EXISTING LINE IN SERVICE. PLUG THE NEW INFLUENT SEWER CONNECTION
UNTIL THE NEW TREATMENT PROCESSES ARE READY TO BE COMMISSIONED.
12. CONNECT THE CLARIFIER EFFLUENT LINE TO THE EXISTING FILTERS USING A FITTING AND VALVE, WHILE
KEEPING THE EXISTING LINE IN SERVICE. BLOCK -OFF THE CLARIFIER EFFLUENT CONNECTION UNTIL THE
NEW TREATMENT PROCESSES ARE READY TO BE COMMISSIONED.
13. AFTER THE ABOVE CONSTRUCTION IS COMPLETE AND ALL EQUIPMENT, PUMPS, AND VALVES BETWEEN AND
INCLUDING THE NEW INFLUENT SCREENS AND FINAL CLARIFIERS HAVE BEEN INSTALLED, STARTED -UP,
AND TESTED SUCCESSFULLY, DIVERT A PORTION OF THE INFLUENT FLOW TO THE NEW HEADWORKS AND
TREATMENT PLANT PROCESSES, WHILE KEEPING THE EXISTING PLANT IN SERVICE.
14. PUMP MIXED LIQUOR LEAVING THE EXISTING NITRIFICATION BASIN TO THE NEW OXIDATION DITCH
BIOLOGICAL NUTRIENT REMOVAL TREATMENT SYSTEM BASINS. THE CONTRACTOR AND OXIDATION DITCH
BIOLOGICAL NUTRIENT REMOVAL TREATMENT SYSTEM MANUFACTURER SHALL BE RESPONSIBLE FOR ALL
START -UP, SEEDING, AND COMMISSIONING COSTS TO PLACE THE NEW TREATMENT SYSTEM INTO
OPERATION.
15. ADDITIONAL IMPROVEMENTS (SCADA, PIPING, PAVING, FENCING, SEEDING, CLEAN -UP WORK, ETC.) SHALL
BE SCHEDULED AS APPROPRIATE THROUGHOUT THE CONSTRUCTION PROCESS.
16. AFTER THE NEW PLANT PROCESSES ARE SUCCESSFULLY PLACED INTO OPERATION, ALL STRUCTURES TO
BE DEMOLISHED SHALL BE EMPTIED, CLEANED, AND ALL MATERIALS PROPERLY DISPOSED OF BY THE
CONTRACTOR BEFORE REMOVAL OF EQUIPMENT AND PROCEEDING WITH DEMOLITION.
17. BASINS AND STRUCTURES TO BE DEMOLISHED SHALL HAVE EQUIPMENT REMOVED BY THE CONTRACTOR IN
A REUSABLE CONDITION AND PLACED ON THE PROJECT SITE AT A LOCATION DIRECTED BY THE OWNER,
AND SHALL REMAIN THE POSSESSION OF THE OWNER.
DECOMMISSIONING NOTES
1. THE TWO (2) EXISTING ANAEROBIC DIGESTERS SHALL BE DECOMMISSIONED. THE CONTRACTOR SHALL REMOVE
AND PROPERLY DISPOSE OF ALL LIQUID, SOLIDS, AND WASTE FROM THE SITE.
2. FOR ALL OTHER EXISTING STRUCTURES TO REMAIN AND TO BE REMOVED FROM SERVICE, THE OWNER WILL
REMOVE AND PROPERLY DISPOSE OF ALL LIQUID, SOLIDS, AND WASTE FROM THE SITE.
3. FOR ALL EXISTING STRUCTURES TO BE DEMOLISHED, THE CONTRACTOR SHALL REMOVE AND PROPERLY
DISPOSE OF ALL LIQUID, SOLIDS, AND WASTE FROM THE SITE.
4. LIQUIDS FROM TANKS TO BE DEMOLISHED MAY BE TRANSFERRED TO OTHER EXISTING PROCESSES AS
APPROVED BY THE OWNER AND ENGINEER FOR PROPER TREATMENT USING TEMPORARY PUMPING MEASURES.
CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY STORAGE OF LIQUIDS IF THE EXISTING BASINS ARE
INCAPABLE OF HANDLING THE ADDITIONAL VOLUMES.
5. RESIDUAL SOLIDS FROM TANKS TO BE DEMOLISHED SHALL BE REMOVED AND DISPOSED IN AN APPROVED
METHOD. SOLIDS MAY NEED TO BE MIXED WITH AN ABSORBENT MATERIAL SUCH AS CEMENT KILN DUST IN
ORDER TO REDUCE ODORS AND VECTORS AND TO DEWATER REMAINING FREE LIQUIDS SO THAT THE MATERIAL
WILL BE ABLE TO PASS THE PAINT FILTER TEST AT A LANDFILL. CONTRACTOR SHALL VERIFY WITH LOCAL
LANDFILLS.
6. WASH DOWN WALLS AND EQUIPMENT OF BASINS AND STRUCTURES TO BE DEMOLISHED TO REMOVE RESIDUE TO
THE SATISFACTION OF THE OWNER AND ENGINEER.
7. UNDERGROUND PIPING TO BE ABANDONED MAY BE LEFT IN PLACE AFTER IT HAS BEEN PROPERLY FLUSHED,
DRAINED, AND PLUGGED.
8. FILL PIPES ABANDONED UNDER STRUCTURES AND BUILDINGS WITH FLOWABLE FILL.
9. SEVERAL OF THE ITEMS TO BE REMOVED DURING THE PROJECT ARE TO REMAIN THE OWNER'S PROPERTY. THE
CONTRACTOR IS TO MOVE THESE ITEMS ON THE SITE TO A LOCATION TO BE DIRECTED BY THE OWNER.
THESE ITEMS SHALL BE REMOVED IN A REUSABLE CONDITION WHENEVER POSSIBLE. THESE ITEMS INCLUDE,
BUT ARE NOT LIMITED TO, THE FOLLOWING ITEMS:
a. PROCESS EQUIPMENT FOR STRUCTURES TO BE DEMOLISHED.
C. LIQUID OXYGEN TANK
d. SAND AND GRAVEL FROM SLUDGE DRYING BEDS
e. ENTRANCE GATE (AFTER THE NEW GATE AND FENCE ARE INSTALLED AND THE SITE IS SECURED).
DEMOLITION NOTES
1. COMPLY WITH APPLICABLE CODES AND REGULATIONS FOR DEMOLITION OPERATIONS AND SAFETY OF ADJACENT
STRUCTURES AND THE PUBLIC. REFER TO SECTION 01732 FOR SPECIFIC REQUIREMENTS.
2. PROVIDE CONSTRUCTION FENCING, TEMPORARY BARRICADES, PORTABLE DRUMS OR OTHER DEVICES TO
SEPARATE DEMOLITION WORK AREAS FROM EXISTING ROADWAY, BUILDINGS AND PARKING LOTS.
3. PROTECT ALL EXISTING FACILITIES AND UTILITIES TO REMAIN AND REPAIR /REPLACE TO NEW CONDITION ANY
DAMAGE THERETO.
4. FOLLOW ALL SEQUENCING REQUIREMENTS DESCRIBED IN THE GENERAL CONSTRUCTION SEQUENCE.
5. VERIFY ALL UTILITIES TO BE DEMOLISHED OR ABANDONED WITH OWNER PRIOR TO REMOVAL OR DEMOLITION.
PROPERLY ABANDON UTILITIES AS REQUIRED.
6. REMOVE AND DISPOSE OFFSITE ALL DEMOLITION DEBRIS RESULTING FROM THE WORK REQUIRED TO COMPLETE
THE PROJECT.
7. RELOCATE UTILITIES AS REQUIRED TO PROVIDE A COMPLETE AND OPERATIONAL PROJECT. DISPOSE OFFSITE
ALL UTILITY PIPING AND STRUCTURES TO BE DEMOLISHED AND REMOVED.
8. LINES IDENTIFIED AS ABANDONED IN PLACE SHALL BE FLUSHED AND DRAINED OF ALL LIQUID MATERIAL AND
PLUGGED AT EACH END WITH A CONCRETE GROUT PLUG. ANY LINE RUNNING UNDER AN EXISTING OR
PROPOSED BUILDING OR STRUCTURE SHALL BE FILLED WITH GROUT.
9. ONCE THE RESIDUAL SOLIDS ARE REMOVED FROM BASINS, DRILL HOLES THROUGH THE BOTTOM OF VESSELS IN
ORDER TO ACCOMMODATE INFILTRATION DRAINAGE. PARTIAL DEMOLITION OF THE SIDEWALLS OF THE
STRUCTURES WILL TAKE PLACE IN ORDER TO BRING THE WALL DOWN TO AT LEAST TWO (2) FEET BELOW
GRADE.
10. FILL BASINS WITH CLEAN SOIL TO REDUCE POTENTIAL SAFETY HAZARDS FOR THE PROPERTY. DEMOLITION OF
STRUCTURES AND WALLS MAY BE USED AS FILL PROVIDED THAT MATERIAL SIZES ARE SUFFICIENT TO
ELIMINATE VOIDS AND PROPER COMPACTION IS ACHIEVED TO MAINTAIN FINISHED GRADING AS APPROVED BY
THE OWNER AND ENGINEER.
11. PERFORM ALL BACKFILL AND RESTORATION WORK IN ACCORDANCE WITH THE REQUIREMENTS OF DIVISION 2
SPECIFICATIONS.
2 01/24/2013 RAB
1 7/3/2012 GRH
NO. DATE BY
REVISIONS PER ADDENDUM NO. 2 DATED 12/11/2012
NCDENR REVIEW COMMENTS
REVISION DESCRIPTION
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PRIMARY WASTE
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FINAL
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LEGEND
WATER SURFACE ELEVATION (WSE)
WSE X
Y
X - PEAK FLOW = 12.5 MGD
(WITH 1 TRAIN OUT OF SERVICE)
Y - AVERAGE DAILY FLOW = 4.14 MGD
DATE I BY
REVISION DESCRIPTION
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CLASS C - IMPAIRED
STREAM INDEX: 23- 8 -(1)b
+
FINAL CLARIFIER
+
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f j FINAL CLARIFIER ❑
i
f j j RETURN UDGE
\PUMP STATION
/ 1 100 - YEAR FLOOD
ELEVATION
SLUDGE
THICKENER I
PUMP
.' EXISTING IL \ / STATION /
/f CHAIN LINK FENCE J
I
� % I PROPOSED
I TBM N0. 1
N :946252.19
E. 2172857.45
i
i
i
i
I +�
I +'
I
I
100 -YEAR FLOOD \
ELEVATION \
1
NUTBUSH CREEK 1
CLASS C - IMPAIRED
STREAM INDEX: 23- 8 -(1)b \\
CONTROL POINT / - PROPOSED
TBM NO. 2
ELEV. = 347.48 \ N: 946982.23
N: 946982.45 E. 2173548.12
E: 2173436.95 / el
1
I
1
N: 946960.56 f '�, PROPOSED
-* lk � 40 E.' 2173801.39 +' `.. TBM NO. 6
/ UNNAMED TRIBUTARY - ' ` *� ' � "- "'
TO NUTBUSH CREEK N: 946949.71 I N: 946891.06 �f' sk 946937.79
f/ E :2173454.45 \ `. E. 2173595.52 f
�' E. 2173869.45
CLASS C - IMPAIRED \ � B -11 RAS PUMP N: 946875.20 � +� B 7
N: 946889.65
i _ ._ AEROBIC STATION E. 2173728.75,+ + / Uv {� \ E. 2173920.58
/ DISINFECTION DIGESTER \ ,+ +� �t
CONTROZ\P T
ENO. 40277 = \\� \� +� +'
f +' 100 -YEAR FLOOD �� L V. = 34A,56
`.
�+' ELEVATION 36.52�� \ P SED
:217 322.62 % \ TB N 5,+
i
POST \` \ N:9 290
AEFATION `� \ 36 7.55
MUDWELL G
i ` \ RYA N
sv BEDS,
+' CL� E \
C NAT
TERTIARY FILTERS
/ 1
�\ �:� �� 1 39.33
E. 2173572.2
PROPOSED - I I I `� B -10 SLUDGE DRYING
TBM NO. 3 / -\ Q I I , I N: 946823.91 BEDS, TYP
N: 946712.08_ � I E. 2173671.35
� y
+i+ CLARIFIER _
n
STATION I ' i I \1 B -8
i r I i I 6
,+ ❑ Op N:946670.07
+, +'+ FILTER PUMP 9 E. 2173686.64
+, STATION UTILITY AND j M ! I �^ SLUDGE DRYING
CHEMICAL j �i I BEDS, TYP
�. LIME SLURRI^' 1 0 BUILDING '
+,+ FEED STATION SECONDARY I I \
® CLARIFIERS
LIME_ SILO I
65415
FINAL CLARIFIER
I
I
I
w
I\
i
i
OXYGEN FACILITY
HATCHED STRUCTURES
TO BE DEMOLISHED
B-1-
N: 946194.15
-352- - - E. 2173002.82
100 - YEAR FLOOD
ELEVATION
�zr�r�J1�IRil
DPUMP
STATION
PRIMARY FILTER
PRIMARY
CLARIFIER
PRIMARY
CLARIFIER
0
r
f�
0 I
I
I
-_i
:2173536.00 TR POINT
290 7
E V. = 0.17
N: 9 628.
\\ ; E. 21 552.
rArloN � 1
ASHDOWN AR A
\1 \
UCKI
LO ING S ON
B -9
N: 946802.25
E. 2173795.99
/f
/f
/f
I f I
\ +� +\ +�, CON)*0L POINT
I ``.\\ \ `�� f�f N0: 29003
I +�+ '`� ,ELEV. = 353.36
`+ \ N: 946530.25
D AEROBIC \'` \ \\ E. 2173668.
1
\' ROPOSED
\\ \ TBM NO. 4
\ \ N: 946393.39
OFFICE ANAEROBIC \ \ E. 2173332.58
DIGESTER \ \
0
0
m
Q
J
i
I
I
I I
I 1
HEADWORK�
FACILITY I
HIIAAORKS
CONTROL POINT '•
NO. 40061 �'�,
ELEV. = 348.78
\ `� N: 946431.46
;lwmno o 100 -YEAR FLOOD
I /
ANAEROBIC 1 /
DIGESTER /
B -3
N: 946249.25
1 E. 2173381.23
DUAL i
ANAEROBIC 1
DIGES \
\\ i
O FACILITY , +�+
a +
CONTROL POINT
�\ +� NO. 40608
\ ELEV. = 361.40
\ + \ +' N: 946122.55
E: 2173217.89
\
1
1
1
1
1
\
\
\
\
\
\
SLUDGE DRYING
BEDS, TYP
�f
f/+
/f
f
B -4
N: 946592.16
E. 2173746.61
EXISTING
PROPERTY LINE
HATCHED
TO BE D1
PROPOSED
PROPERTY LINE
f/
f/
4/
f/
HATCHED
TO BE D1
�f
SOIL BORING LOCA
B -5
N:946698.
4g3
E. 2173874.
B -6
N: 946799.55
E. 2173993.8:
CONTROL POINT - 0. 29004
ELEV. = 363.7
N: 946784.0
E: 217399 . 5
(TYPICAL)
50 0 25 50 100 150
GRAPHIC SCALE 1 INCH = 50 FEET
NO. � DATE � BY � REVISION DESCRIPTION
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NUTBUSH CREEK
CLASS C - IMPAIRED
STREAM INDEX: 23- 8 -(1)b
FINAL CLAR
+
I
f j FINAL CLARIFIER
I
i
RETURN UDGE
PUMP STATION
100 -YEAR FLOOD i �� 1
ELEVATION /
I /
I /
� / I
/ SLUDGE
/ THICKENER
I PUMP
EXISTING i IL STATION /
CHAIN LINK FENCE
_J
PROPOSED OUTSIDE STRUCTURE
TBM NO. 1 N:
N: 946252.19 E. 1;
E.-2172857.45
i
i
i
I
I
I
I
I
100 -YEAR FLOOD \
ELEVATION \ OUTSIDE STRUCTURE CORNER
1
NUTBUSH CREEK N: 947054.02
CLASS C - IMPAIRED 1 OUTSIDE BUILDING CORNER E. 2173717.45
\ N: 947023.36
STREAM INDEX: 23- 8 -(1)b E. 2173468.05 STRUCTURE CENTE,� _
N:94 Ae62
CONTROL POINT i� - - PROPOSE i �E�1'F73646.14
TBM�VO
ELEV. 347.48 ,- x _ x _ z �N.V46982.23
N: 946982.45 x x _ -X-X- x i E.2173548.12
E.- 2173436.95
x$......m.. (...... ...... u.
OUTSIDE BUILDING I\ °
z
CORNER \ CLARIFIER NO. 1
N: 946982.60
E. 2173423.74 i OUTSIDE BUILDh CORNER
x SLUDGE THICKENING N: 913.70
FACILITY E: 217 Q 83 ❑
- - x_....
/ UNNAMED TRIBUTARY
TO NUTBUSH CREEK x I
CLASS C - IMPAIRED \\
AEROBIC RAS PUMP
'+ /� uv - • -'_. -, �� STATION m.
DIGESTER
+� + DISINFECTION \\ \r�r� \` \� IMPROVEMENTS
/ + / +' I` L _ 3� CON 1 R \F T \C* OUTSIDE BUILDIN CORNER
' �+ NO. 40277% �\ \ N• 46884.32 I
/ ,+ 100-YEAR VATION \ \ L V. = 34��56 \ '�� :2173658.03 POSED
+ � 36.52 � t
• 217 322.62 \ TB NO. 5
'
AEA' ST �� r\ �� \` N:9 28.01
36 7.55
MUDWELL /�/ 1 r�\�, \\ ORS \N
G
TERTIARY FILTERS
^' �RIFIER SPUTTER BOX
OUTSIDE STRUCTURE CORNER
N: 947062.07
E. 2173738.32
xN�l STRUCTURE CENTER
- :946989.67
... x :- 21x]3797.85
x
fix° \ �x STRUCTURE CENTER
}l x� N. 946842.51
x E. 2174040.84
I
*STRUCTURE CENTER
CLARIFIER NO. 2 x%-.,E :946886.57
{ {{ 24 1004.15
PROPOSED
X TBM NO. 6/ fi
_. N: 94690 79 x
E. 273869.45
i
E. 21
Ile
PROPOSED ' ! I �� ANOXIC BASINS /TYP
+� TBM NO. 3
N: 946712.08_ \
y
+i+ CLARIFIER S
PUMP 1 1I
+ STATION
+/ I
�+
0;. ® FILTER PUMP 1
DE S RE CORNER-
STATION UTILITY AND j j ! I \ �" N: 946692.68
CHEMICAL i j �! I E :2173725.37
HED STRUCTURES ❑ BUILDING
TO BE ABANDONED SECONDAR
CLARIFIER
+ I i {
/ O
+�+ O O j I I11
PUMP
I
I
I
AERATION BAS I OU
I\
\
-- I
\ I
v/ l
DE STRUCTURE CORNER - \
\ N: 946 4
.49
Rik
STATION
0
OUTSI E BUILDING, CORNER
❑ N: 946456:01
E.- 7322.191
❑7
BU I ING CORNER
N: 46406.t9f, I
E. 9173160.941
0
Q
Q
-PFFICE
I
j
N: W6322.
E. 2173188.
OUP OE BUILDING
"4627.23
E. 217 092.15
16 NI 4 4 6 42 742......3,,"'- =
E:2173124 w a I
I I I
ELECTRICAL
i OUTSIDE BUILDING CORNER -
i x -x -x- - x- x- x- x1`01487fS. f -x ^' {�
E. 2173092.16
x
HEADWORKS FACILITY INCLUDING
SCREENING AND GRIT
_ ------------------- - - - -�\
- - PROPOSED 42 -INCH INFLUENT PUMP\STATION
- - - PROPOSED INFLUENT SEWER
_ - -352- - - - CHAIN LINK FENCE „ \
100-YEAR FLOOD 1
ELEVATION EXISTING 42 -INCH 1
INFLUENT SEWER I
11
1
0 !
P P j
rATION I I
I
ASHDOWN AR A \ \
❑ \\
u.._ ...... . � ❑
..� ................._w,
LO ING UCKI S ON
I�TEd�IA t
IUILDING
TSIDOUILDING CORN
N: 56W.90
I :2 3288.611
e RY n-
AEROBIC
kTIVE I DIGESTER
LDII!IG.....,._w. ~ 'f 1 CONTROL POINT
\ NO. 40061
\ ELEV. = 348.78
PROPO D N: 946431.46
\\ \ TBM NO. 73509.
\ \ N:946393.
OFFICE NAEROBIC \ \ E: 2173332.5
DIGESTER \ \
I
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0
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FACILITY I
I
1 \
I /
WAEROBIC I /
DIGESTER
DUAL
ANAEROBIC 1
DIGE \
�+ ` CONTROL POINT
*\ +/+ NO. 40608
UTS DE BUILDIN�3'+ ORNER ELEV. = 361.40
� N: 946122.55
94E?11.23 +�+ E :2173217.89
E: 731 *56.4
..
QP\X
O� �F
AELECTRICAL
BUILDING
BUILDING
/99.39
E. 2174055.21
- CONTROL POINT - 0. 29004
ELEV. = 363.7
N: 946784.0
E: 217399 . 5
PROPO CHAIN LINK FENCE
CORNER
N. 946 .09
C TR P01 ��' `` "'`, E:2 878.26
. 290 7 +
+� ANAEROBIC /
0.17 BASINS, TYP +/+ CTRICAL BUILDING
N: 9 628.
\% E :21 552. +/ UTSIDE BUILDING CORNER
\ - / N: 946640.77
E-2173864.68
OUTSIDE STRUCTURE CO ER
N: 946603.49
\ `
\% E. 2173799.59
\ +/
EXISTING
PROPERTY LINE PROPOSED
*\* '�� /+ I PROPERTY LINE
\+ \ * \+ i
\*
\ \ \ \ \* CON)*OL POINT
`\ \ \ \'` *� N0. 29003
* \ +\ \ '� /ELEV. = 353.36
* \ +\ X \\ +� +/ N: 946530.25 -
*\ E. 2173668.
X-
100-YEAR FLOOD
\
\
\
\
=I wig ai
50 0 25 50
GRAPHIC SCALE
NO. I DATE I BY
100 150
I INCH = 50 FEET
REVISION DESCRIPTION
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0
LEGEND
0 SAFETY RING
Cj CONFINED SPACE SIGN
RESTRICTED ACCESS SIGN
NOTES:
1. SAFETY RINGS SHALL BE TYPE IV COMMERCIAL BUOYS WITH VINYL
x X X x
...... . . . ..... . . . .............
E 310
x xx "::l ..... - - mow......„,..
. ..... .
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A
2
<ENAG
L . ...... I -vy
X
. . . .................
4-
f . . ", \ 1, 1, x 11, 1, "', + \ "I, I/ N
.... .... .
COATING OVER A MOLDED PVC SHELL, WITH 30-INCH OUTSIDE DIAMETER
AL' 1?0811�'
D :­ S
AND BRAIDED POLYPROPYLENE GRAB LINES AND 60-FOOT RESCUE ROPE. 1 G E
S"
DiSiNFECTON MEN­f
RINGS SHALL BE MOUNTED IN A BRIGHT YELLOW FIBERGLASS CABINET J� . . . ..... x
%
WITH HINGED DOOR LOCKED BY A T-HANDLE. CABINET SHALL BE />+ a. Fntr If .......m..__..........
Iy\
MOUNTED TO HANDRAILS WITH STAINLESS STEEL HARDWARE.
2 CONFINED SPACE SIGNS SHALL BE CONSTRUCTED OF COLOR FAST
I I
FIBERGLASS WITH H\ l\WIQITrQQ SIGNS SHALL HAVE HOLES IN ALL th
11 I' :)lly
� I I i-1 I Al A
CORNERS AND MOUNTED WITH STAINLESS STEEL HARDWARE. SIGNS SHALL
M U D WE U-'
iU . . ...... . . .
r....... . .. . ....... . .. .
u
BE LABELED "DANGER - CONFINED SPACE ENTER BY PERMIT ONLY". .......
.. .
- 1.1—::= �I --f� -A
. ...... . . . .....
u?
LA
3. RESTRICTED ACCESS SIGNS SHALL BE CONSTRUCTED OF COLOR FAST ---- - -------- - -- . ....... . .. . ........ . .. . ........ . ..... A
. ..... . ......
FIBERGLASS WITH UV INHIBITORS. SIGNS SHALL HAVE HOLES IN ALL ft TERPARY FiLTERS i#
.. . . . ........ i g
. .. . ........ . .. . ....... . .. . .......
CORNERS AND MOUNTED WITH STAINLESS STEEL HARDWARE. SIGNS SHALL L
€{_.........w,..
-T - -- — ------- -
BE LABELED 'NOTICE RESTRICTED AREA AUTHORIZED PERSONNEL ONLY".
.. ........ ........
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CLAR� f.-.'�R
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;AT�ON
X
RIMARY FiLT-R
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pt 1
RASIWA
PUMP NOW
STA T 0 . ................
PROJECT SIGN PER
SPECIFICATIONS
7
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ARY i i
. .. .........
:fTIER 1 1
L j
PRWARY
c:
LARIFER
SUi-IDIND
!--EADAIGRii
I F., ACII-ITY
. ........... .
. . .. . ....... . .. . ....... FACLITY iN,,,.'!-(,,iDiNG
. ....... . . . ....... 1 17
—1 - - ----- - 4 - - ----- . . . ....... . . ...... S� REENING AND �GR
... . ........... . .... . ............. . .. . ....... . .. . ....... ........ ..... ........ ........
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. . . ....... .. . . . ....... . . . ......
.... . . . .......
. .. . ....... . .. . .......
. . . ....... . . . ...... -N T PUMP\STATiON
. . . ....... WRI LIE
PROP"'�ZFD NFUJI N Aq...'.)
E4STiNG 42-ft'll'
!NFLUFNT SEW"ER
El E C -TR C A
E36)il 0 i N ('37
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STATION
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NO. I DATE I BY I REVISION DESCRIPTION
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EXISTING AEROBIC DIGESTER
91,110
LEGEND
-- ---- --
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SHEET
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GRAPHIC SCALE I INCH= 20 FEET C=113
NO. I DATE I BY
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NOTE:
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C -115

PIPING LAYOUT TABLE
LABEL
SIZE
DESCRIPTION
1
42
DIP
2
42
AERIAL DIP
3
36
DIP
4
36
MJ 90' BEND
5
36
MJ 45' BEND
6
36
MJ 22.5' BEND
7
36
MJ 11.25' BEND
8
36
MJ TEE
9
36 X36 X30
MJ TEE
10
36 X30
MJ REDUCER
11
30
MJ PLUG
12
30tv
DIP
13
24
DIP
14
24
MJ 45' BEND
15
20
DIP
16
20 X20 X14
MJ TEE
17
20
MJ TEE
18
20 X14
MJ REDUCER
19
20
MJ 90' BEND
20
20
MJ 45' BEND
21
20
J POST INDICATOR VALVE
14
DIP
23
1
MJ TEE
24
14"
MJ 90' BEND
25
14
MJ 45' BEND
26
14
J POST INDICATOR VALVE
27
12
DIP
28
12
MJ 90' BEND
29
12
MJ 45' BEND
30
12
MJ TEE
31
12
MJ PLUG VALVE
32
8
DIP
33
8
MJ 90' BEND
34
8
MJ 45' BEND
35
8
MJ 22.5' BEND
36
6
DIP
37
6
MJ TEE
38
6
MJ 90' BEND
39
6
MJ 45' BEND
40
6
MJ 22.5' BEND
41
10 x8
MJ REDUCER
42
12
MJ 22.5' BEND
43
12
MJ 11.25' BEND
44
8
MJ 11.25' BEND
45
8
MJ PLUG VALVE
0
VARIES
PRECAST CONC. MH
NOTE:
� COPPER .........
tL LINE
�
Al
1.
ALL 6"
DIAMETER
POTABLE WATER LINES
SHALL
BE CL 350
DIP.
2.
ALL 6"
DIAMETER
NONPOTABLE WATER LINES
SHALL
BE CL 350
DIP.
3.
ALL 2"
DIAMETER
POTABLE WATER LINES
SHALL
BE SDR 13.5 PVC.
4.
ALL 2"
DIAMETER
NONPOTABLE WATER LINES
U
SHALL
BE SDR 13.5 PVC
5.
ALL POTABLE WATER LINES SMALLER THAN 2"
a
SHALL
BE TYPE K
COPPER.
6.
ALL NONPOTABLE
WATER LINES SMALLER THAN
2" SHALL BE SDR
13.5 PVC.
7. THE BENDS AND FITTINGS SHOWN ARE
HORIZONTAL FITTINGS. REFER TO PROFILES FOR
ANTICIPATED VERTICAL FITTINGS. ALL FITTINGS
SHALL BE INCLUDED IN THE CONTRACTOR'S
LUMP SUM BASE BID PRICE.
8. THE ENTIRE INFLUENT FORCE MAIN SHALL BE
RESTRAINED JOINT PIPE. `MEGALUG" TYPE
RESTRAINTS WILL BE REQUIRED FOR
RESTRAINED JOINT FITTINGS AND VALVES.
RESTRAINING GASKETS CONTAINING METAL
WEDGES WILL BE REQUIRED FOR STRAIGHT
RUNS OF RESTRAINED JOINT PIPE PER THE �/`
SPECIFICATIONS. r °r
SANITARY SEWER MANHOLE.'
TOP EL 350,05'
18' DIP !,E,:343,94' k
k
k
UFLUE r
36 —INCH CLARIFIER
EFFLUENT StE
PROFILE SHEET 0151
1
CORE HOLE THROUGH EXISTING
WALL, INSTALL "LINK— .SEAL, MODEL
S -316, OR APPROVED EQUAL
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24" MJ ,PLUG ;VALVE
EXISTING 18" FILTER INFLUENT
PIPING TO BE REROUTED PER
DETAIL ON SHEET C -1,19
ANN s,ARY',SEI�NtER ,My��fHOLc
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SURCHARGED
it
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PAC
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ROPQSIED ALUM INJECTION STATION WITH 8' -0"
DIAr': PRECAST CONCRETE DOGHOUSE MANHOLE
x�;m_
(, HEMICAL INJECTION CO ECT1.ON,- PER-- DETAIL)
I
0
3
SANITARY SEWER MANHOLE
TOP EL: 350 ,22'
qtr? DIP P D} f f ';37,92'
ABALk7ONEE'D 36-00H DIP
fA Y SEVIVIER MAAf3`tftE
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SANITA Y SEWER MAIJ 'OL-
TOP EL: 349,15'
FINAL CLARIFIER
20 0 10 20 40 60
2 01 -23 -13 RAB ADDENDUM 3 DATED 12/14/2012
GRAPHIC SCALE 1 INCH = 20 FEET 1 12 -05 -12 MGP PLANT PIPING REVISIONS
NO. DATE BY REVISION DESCRIPTION
3
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TOP EL: 349,15'
FINAL CLARIFIER
20 0 10 20 40 60
2 01 -23 -13 RAB ADDENDUM 3 DATED 12/14/2012
GRAPHIC SCALE 1 INCH = 20 FEET 1 12 -05 -12 MGP PLANT PIPING REVISIONS
NO. DATE BY REVISION DESCRIPTION
3
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PIPING LAYOUT TABLE
LABEL
SIZE
DESCRIPTION
1
42
DIP
2
42
AERIAL DIP
3
36
DIP
4
1 36
MJ 90• BEND
5
36
MJ 45• BEND
6
36
MJ 22.5• BEND
7
36
MJ 11.25• BEND
8
I 36
MJ TEE
9
36 X36 X30
MJ TEE
10
36"X30"
MJ REDUCER
11
30
MJ PLUG
12
30 to
DIP
13
>_�
O
1 U
DIP
14
2411
MJ 45• BEND
15
20
D IP
16
20 X20 X14
MJ TEE
17
20
MJ TEE
18
20"X1 4
MJ REDUCER
19
20
MJ 90• BEND
20
20
MJ 45• BEND
21
20
J POST INDICATOR VALVE
14 to
DIP
23
14
MJ TEE
24
14"
MJ 90• BEND
25
1 1419
MJ 45• BEND
26
14
J POST INDICATOR VALVE
27
12
DIP
28
12'r-
MJ 90• BEND
29
12
MJ 45• BEND
30
12
MJ TEE
31
12
MJ PLUG VALVE
32
8
DIP
33
811
MJ 90• BEND
34
8
MJ 45• BEND
35
8
MJ 22.5• BEND
36
1 6
DIP
37
611
MJ TEE
38
6
MJ 90• BEND
39
6
MJ 45• BEND
40
6
MJ 22.5• BEND
41
10 x8
MJ REDUCER
42
12
MJ 22.5• BEND
43
12
MJ 11.25• BEND
44
8
MJ 11.25• BEND
45
811
MJ PLUG VALVE
O O
VARIES
PRECAST CONC. MH
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rr
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z # ''? . I }. 3 . } € ° �! TO s F' 34 38'
z ,„
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.
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m_ mm .m_ BUILDLNG. SEWER . Z . I , S'
.if... x I:d -,, - .x :.... ..:::.m -., ED . . 6 "..M .. NDS . .......:� . ...................... ............................... CORPORATI {IO STOP FOR 1" COP ER
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3 i C# . S #
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{ { { {..... � � ... m CONNECT TO EXISTING -W�T�R SERVICE
I 1 '�� #� -�. 1 � � I� �t 1� � � ���`�,� , ~�,; � EXISTING' 20 1 CH I M J PLUG I )
ISTING NON POTABLE WAT R
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1
'PROPOSE ' ... 45
.mm� ::mm ....... STORM EIVER MANHOLE ........ ' 1 I 1 I N G W R INSTALL J PLUG 0
m _ I m m_ /............, . BENDS. (1) . 6.. MJ . TEE., .. _ 6„ M #{
;.m .......... ........m.. C 0
f<•� ............\ \ . „. � m_.. � I .... „ ......,.I. f1.. EXII T Lls s
f I
m.. ....1 m ..... ...... ::::.mm :.::.m......x 1 :1 ........ ►raw , m: ::::::m: ....... � :::::. ..:....:.... } I SE. #1R EX {STING NON -PO ABLE WATER LINE i # 1
......, m / .............. \ ...... ............INSTALL 6 MJ PLUG ON ... \ , .. .... T
x a m.
\ NPW
I s 1 1 s
1
I 1 I
I
z �
\ W
I 1
\ ° NPIM
$ 1..... 1A.3ta �:;'f1''1 ; ....; 1t1;3'$ Car' W ,,: ,. . C ALUM
EXISTING ' WATER LINE ►�
} �.„,.„, .,„, \ .\ . m. - 1• S 11s IT1 "': x�. 3 ;� � }>� . � ��,, A' f�1:" S 1
, . . . . . . . .\ \\ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '*!l� �- . . I s. . .IS f, S . #
\ 16 16 16 w "' ! PROPOSED (2) 6 IMJ 45 BENDS, CUT INTO M {{
1 `t W A'
................... ...................
S ;x Y .................... \ ............. PROP...... (2.).. W ; _ }.. » m_..
I1 EXISTING WATEF�.....UNE, INSTALL 6 M.`s. ...... ...3N$ € 11 sC I . . . „ o \ \\ . . . . . . . . . . . . . . . . . . . " • d .. Md {
2 .. 45.. BE.NDS.. 1.7
M,;1 f'!$:I HEADWORKS FACILITY l .... PROPOSED . 2... M 1.1 EXIST TE 2 LINE ,
d { ING WA
• \ \\ ° . °. e. . . . . . . . . . . . $ I S1 S } ",
!SHADED PORTIONS OF EXISTING .90 BEND ..' °:, '\ ' ' ' ' ' ' ' ' ' ' : ° . .,,'" ...... MdN 3 I S' I
..
....... PR POSED - TEE MdN {' SI RY,Rs 1NG B -INCH ASR DISCHARGES I S # I }
WATER LINE TO BE ABANDONED ..... ............,, .....\ ......... .. .. , 1I m... I
MANHOLE #1 I I ##
.. PROPOSED 2
IN PLACE. THE WATER LINE \
PR0 OSE ®, 2. �E� .
} �� �,� � PROPOSED 6" ICJ' TEE 3 ;1 �'� � I I
N: 946197.99 ° z /, I{ 1 { _, 1$ S {
° �a
{
° I
. 90 . BEND...... � \, ....� � � .. ' . �. �''' ....... { 1 �, � I , .�. I I I
SHALL BE REMOVED WHERE E• 2172950.16 ` I I # I
s #"
1' # 1
. . . '. . . . . . . . . . . . . . . . . . 1. $ . . . . . . . £.. . . . :.. ... �XSS h - =if rY I P<1 ,1 I I sf 1 svRSTERR
CONFLICTS WITH PROPOSED \ a° .. _..m_ r S#` { ,a >1
. . . . . . . . . . . . . . ; .... -. ....m `�. 1 } S
.......... W .1N.... ............... .. 4. sm.. I
................ .. .
15
I
PIPING AND STRUCTURES OCCUR` ....... ...... 3 � .. - m _. _. 1 I #
{$E m .m ; S
MANHOLE #2 ...........3PRLt3 L ° . . ° S {} ..0 }} }
• \ \ .xt . I . .w . .....I #
20 INCH DIP
# \ . . .
N. 946179.07 . . . . 18. RCP IN.L�.:. 44 5 I {, ;f 3ASI:; ........ a 15 11 PLUGGED WITS CONCRETE ,
S \ % , . . . 18". RCP. OUT I.E.: 44.45' R" , , m 3I I # t
PROPOSED 6 X6 E: 2172940.58... .. _ -- Car, { ...... # ,1 {
- --
1 ' RCP OUT 1'.E :: '344.92 . . . . . . . . . . . . . 1I # S , ,S' i.7 f,S',P .' d A�,~~,.r+ LL ,'I...UME S , S S 1 { #
„ a _ S SI I #
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1 ! . . . . . . . . . . . . . . . . . ,4f ,'..,I I � , I, 1A 6! 313{ }Ia S }..... I,
GATE VALVE ! ..................... S{ , x {I rn " } r I_P ;l s I
11 c m i
{
i1 E Izs'TINS, 3 :�t,I 1,Ir
INFLUENT PUMP STATION w POP1 ED 2 6" 11
ELECTRICAL BUILD /f
° FLUE ENDS 'Lr1n
I .° IN NT PUMP INCA � J 4�5 ' IB ) -
. ° . 4 STATION / I : {s$ SANITARY % �" , ; .� F
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R 20 -INCH INFLUENT
{{'r FORCE MAIN
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EXISTING 10-INCH
-I
3# 31#1 �;n {�€;Y4.•~t5..
1ir...t�3st3
• #I{ r ......... SANITARY S} SITER 3* a It3LE
�� _,. w.._ _w ° _w 20 -INCH INFLUENT 1t
GRIT REMOVAL FACILITY I 'IS -�
w FORCE MAIN (TYP) NOTE:
W -.� {• # _ . _ . _ m f1 r =` F E 3 `xxkr, lel 1. ALL 6" DIAMETER POTABLE WATER LINES
. x 4 '
r
rr
W - � ___ .:3 { SS �r } ��
..................
Aw.W 1 $' I L BE CL 350 DIP.
.. ................
..... .. ..
„m
r "` .......................... r ; .. Is w :..._........m ixr /r }{ ,e .r ,,, w 2. NONPOTABLE WATER LINES
ALL 6" DIAMETER NONP
w_ Ir
r
, , .......... � ......... , r...... ....._....._._ ................. ..... ? r{' •e" � 111 f
� �. 2
{
�� ���P� SHALL BE CL 350 DIP
xrr-'S, 13 w_ 13 MANHOLE #2A /,; I } ,D .' == " ���� ,,r "• ` 3. ALL 2" DIAMETER POTABLE WATER LINES
..
„' N: 946164.09 r „ ... <-, \�Q-�' fp4r� SHALL BE SDR 13.5 PVC
............................ .r r I f
...._ �...._......_ .._w _ ............................. .rr "ry -w MANHOLE 1 A 13 �, # ... I /// �p f
f Ix # E: 2173143.01 � S ,,`� ` µ :„ ___, :. 4. ALL 2" DIAMETER NONPOTABLE WATER LINES
. # . . 1. PROPOSED 2. '6............r rr. w N: 946164.09 {$
-..„ SHALL BE SDR 13.5 PVC
" I. .......• .............
f
�`�! ,� �rr w MANHOLE 3A I ,�
MJ '45' 'BENDS' ' ' ' E: 2172955.56 # D15 %trf Y , MANHOLE '„ 5. ALL POTABLE WATER LINES SMALLER THAN 2"
........................... w
- u.....� :.
. w _.
�..� -� ,, E: 2173173.24 � !,E,, a1R1.G2 �"
�� „���� „_'�• SHALL BE TYPE K COPPER
_ -I . „ DIP If:: ,1 SURCHARGES /rte 6. ALL NONPOTABLE WATER LINES SMALLER THAN
_„ 6 -INCH DIAMETER DIP `�k, �,r ° "`� r� :. 2" SHALL BE SDR 13.5 PVC.
-� ,,-I',_,-
" � �" � 42 -INCH INFLUENT 20
_-- _ "-w.. _ 1 POTABLE WATER LINE 24 -INCH GRAVITY r
-.._ ..
...._ .
, � SEWER SEE PROFILE SEWER SEE PROFILE r " ` ANITA't'Y SEWER MANHOI �` 7. THE BENDS AND FITTINGS SHOWN ARE
SHEET C -150
- % _w % _ SHEET C -150
�`�" 24' DIP it 35559' � � `p HORIZONTAL FITTINGS. REFER TO PROFILES FOR
DOGHOUSE MANHOLE #3
N: 946073.71 t.... SANITARY SEWER MANifI €_E
J3 E Kl Io-3
E: 2172887.19 1 42' DIP !1(13 1 58,52'
1 12" DIP ON I ?•f .1 351'.527'
4
.
' �_....�
[- SANITARY SEWER MANHOLE OLE ,s'r�r
OP F.t.; 3653 02' �
� 32 DIP I t:l :�# i31 r r r
32 DIP ,� r ,1i 33' �
2' 3 OUT i, .. 35&G6' "r"^ .......... f�NITAr t 5t iv}%i14HOLE
! r TOP EL MZ2
is I r _ "_ "_w..� _._,.,___11__1'__,
. 24' DIP OUT IZ: 357.92
S
20
EXISTING 18 -INCH DIP GRAVITY SEWER SHALL BE
EXTENDED THROUGH THE' TRUCTURE AND
CONNECTED TO PROPOSED MH 3A. AFTER INFLUENT
PUMP STATION HAS rBEEN PLACED INTO SERVICE, Q
STRUCTURE SHALL,,�E DEMOLISHED AS NECESSARY
TO INSTALL,, THE.,,,OROPOSED 18 -INCH DIP.
0 10 20
GRAPHIC SCALE
40 60
1 INCH = 20 FEET
1 12 -05 -12 MGP
NO. DATE BY
ANTICIPATED VERTICAL FITTINGS. ALL FITTINGS
SHALL BE INCLUDED IN THE CONTRACTOR'S
LUMP SUM BASE BID PRICE.
8. THE ENTIRE INFLUENT FORCE MAIN SHALL BE
RESTRAINED JOINT PIPE. `MEGALUG" TYPE
RESTRAINTS WILL BE REQUIRED FOR
RESTRAINED JOINT FITTINGS AND VALVES.
RESTRAINING GASKETS CONTAINING METAL
WEDGES WILL BE REQUIRED FOR STRAIGHT
RUNS OF RESTRAINED JOINT PIPE PER THE
SPECIFICATIONS.
ADDENDUM 1 DATED 12/5/2012
REVISION DESCRIPTION
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SHEET
C -117

EACH DRAIN LINE FROM
SOLIDS HANDLING BUILDING
SHALL BE INSTALLED WITH
w,
-BACKWATER,, VALVE_,
SOLIDS HANDLING
BUILDING
rrcuru�tu 1�1,�r 3
2" 45' FI TTI N G S \
PROPOSED;` -
NON POTABLE Y
WATER LINE
NPW
D
NOTE:
1. ALL 6" DIAMETER POTABLE WATER LINES SHALL BE CL 350 DIP.
2. ALL 6" DIAMETER NONPOTABLE WATER LINES SHALL BE CL 350 DIP.
"r
ASSEMBLY DETAIL x ON m mw
SHEET C -201 .m_
—6—INCH DIP TO AEROBIC DIGESTER: - ����' X01 h .
— WAS MAGNETIC
mF OW METER VAULT-*-"
N
4 —INCH DIP VAULT DRAIN, 12 12
WITH BACKWATER VALVE 3
4 —INCH DIP TO
rr2—INCH DI POST HYDRANT WITH 2x2 MJ CROSS WITH THREE
AEROBIC DIGESTER WHEEL OPERATOR, TO BE I (3) 2 —INCH MJ GATE VALVES
ACCESSIBLE FROM WALKWAY.
TYP EACH CLARIFIER
i ZJ 5 G
0
39
27 c`AR /�cIFR
29 \F�UFj�T 7 3
TWO (2) 4" DI
FLG. 90' BENDS
PROPOSED 8' -0" DIA. PRECAST
CONCRETE MANHOLE
PROPOSED 2" YARD
HYDRANT PER DETAIL
AEROBIC DIGESTER
IMPROVEMENTS
.... t:.. f OP F t 3 r 23'
PROPOSED 2"
FITTINGS AS
¢� NECESSARY pG�'
wcli
NPW -'t." NPW'{ .
35
y iit
i
i
TWO (2) 10 "X8" TAPF
i
Ex.sy; "
f# to,w - 4 AND VALVES, WITR 1 C
1 i i
VALVE IN,S A,LIL ON
't }i 10- JN:CH�" OIPE
"
PROPO ED`�t,t 3 "X2" y , ' .
TAPPING SAADLF AND SLUDGE
_. -. °•' BEDS TO
-CORPORATION N STOP
tt
WITFT 2" PVC NOW "PIPE � �`� �° '
tt
}
,. "•
EXISTING INFLUENT TO BE _ 1
;�
,TIED TO EXISTING SLUDGE
i' PROPOSE[
DRYING BED FEED, WITH = {tit
1 "X1 0X8" MJ TEE,'! 8 —INCH -...
\X ' MJ 'PATE" VALVE, 6 -1 "NCH DIP "{ .
_,.
PIPING, ANDS 9;0' BEND
{ }ii.
'+,, � ?t,,.",• �Y 4 i i� iti iiik iyr \l
r - iTt MAT
�t :PROPOSED 1 1/2" PVC CAUSTIC FEE[ L
LINE CUT; INTO EXISTING -1 1 /r ?VC t ;i`
;, CAUSTIC LINE (PLUG AND ABANDON i } '5" RCr- LE,: �'
'{ REMAINDER `0F EXISTING LINE){ ,
t f { i i
. ..... it
i
.... { .t PROPOSED 6 "X2" TAPPING 1_k° {.
{ SADDLE AND
CORPORATION STOP WITH ;i
t
L `42 »' PVC WATER LINE t, . .
x 74
i t iy
3
CLARIFIER NO. 1
4
31
b
!J
°
d
♦ ♦ ° � ♦ �' a �d
°
5
CONTRACTOR TO INSTALL INSULATION
AND HEAT TRACING ON ALL EXPOSED
WATER PIPING TO PREVENT FREEZING.
CLARIFIER NO. 2
7. THE BENDS AND FITTINGS SHOWN ARE
HORIZONTAL FITTINGS. REFER TO PROFILES
FOR ANTICIPATED VERTICAL FITTINGS. ALL
FITTINGS SHALL BE INCLUDED IN THE
CONTRACTOR'S LUMP SUM BASE BID PRICE.
8. THE ENTIRE INFLUENT FORCE MAIN SHALL BE
RESTRAINED JOINT PIPE. `MEGALUG" TYPE
RESTRAINTS WILL BE REQUIRED FOR
RESTRAINED JOINT FITTINGS AND VALVES.
RESTRAINING GASKETS CONTAINING METAL
WEDGES WILL BE REQUIRED FOR STRAIGHT
RUNS OF RESTRAINED JOINT PIPE PER THE
SPECIFICATIONS.
9. THE PROPOSED 6 —INCH WATER LINE THAT
EXTENDS BEHIND THE PIPING LAYOUT TABLE
INCLUDES 75 LF OF 6 —INCH DUCTILE IRON
PIPE, A COMPLETE 2 —INCH YARD HYDRANT
ASSEMBLY, AND MECHANICAL JOINT PLUG
AT THE END OF THE 6 —INCH WATER LINE.
REFER TO SHEET C -115 FOR CONTINUATION
OF WATER LINE.
A31
4 � 3
a
3 �O
rygSTF 12 "X12" 45' M J
qC� WYE, TYP 2 29
L 9�
-8 27
DIP MJ Vq 24
WYE AND O 27 y0 27
....
TWO ( 2 ) MJ 12 "X12 "X6" ��C' xa .....
PLUG VALVES 2 y ..... /:.....
MJ TEE "
34 ... .... .
' ' PROPOSED 2 INCH FIR ......x
HYDRANT SIMILAR IN "
35 RAS /WAS PUMP .... J ..CONSTRUCTION TO THE 3 .......i:. .
STATION .... cn TYPICAL FIRE HYDRANT �► ........... .
6 —INCH DIP DRAIN LINE o ASSEMBLY DETAIL" ON
SHEET C -201 11 f . ... . .. .
WITH BACKWATER VALVE 30 "..
�. .. .
r � . . . 36 \fi r ......... .
.
..... j� Off` 10
SLEEVE
�— w
ELECTRICAL w z ... ......
NCH PLUG BUILDING — . . . . �pP
(ISTING .. ..x ..... O�
U " . .
.. V) .. ......
27 "....
22 �►. �`
PIPING LAYOUT TABLE
PROPOSED 2 INCH FIRE
3. ALL 2" DIAMETER POTABLE WATER LINES SHALL BE SDR 13.5 PVC.
w
HYDRANT SIMILAR IN
4. ALL 2" DIAMETER NONPOTABLE WATER LINES SHALL BE SDR 13.5 PVC
�
CONSTRUCTION TO THE
5. ALL POTABLE WATER LINES SMALLER THAN 2" SHALL BE TYPE K COPPER.
"
' T1�P1 aAL
— —. FIRE HYDRANT
6. ALL NONPOTABLE WATER LINES SMALLER THAN 2" SHALL BE SDR 13.5 PVC.
"r
ASSEMBLY DETAIL x ON m mw
SHEET C -201 .m_
—6—INCH DIP TO AEROBIC DIGESTER: - ����' X01 h .
— WAS MAGNETIC
mF OW METER VAULT-*-"
N
4 —INCH DIP VAULT DRAIN, 12 12
WITH BACKWATER VALVE 3
4 —INCH DIP TO
rr2—INCH DI POST HYDRANT WITH 2x2 MJ CROSS WITH THREE
AEROBIC DIGESTER WHEEL OPERATOR, TO BE I (3) 2 —INCH MJ GATE VALVES
ACCESSIBLE FROM WALKWAY.
TYP EACH CLARIFIER
i ZJ 5 G
0
39
27 c`AR /�cIFR
29 \F�UFj�T 7 3
TWO (2) 4" DI
FLG. 90' BENDS
PROPOSED 8' -0" DIA. PRECAST
CONCRETE MANHOLE
PROPOSED 2" YARD
HYDRANT PER DETAIL
AEROBIC DIGESTER
IMPROVEMENTS
.... t:.. f OP F t 3 r 23'
PROPOSED 2"
FITTINGS AS
¢� NECESSARY pG�'
wcli
NPW -'t." NPW'{ .
35
y iit
i
i
TWO (2) 10 "X8" TAPF
i
Ex.sy; "
f# to,w - 4 AND VALVES, WITR 1 C
1 i i
VALVE IN,S A,LIL ON
't }i 10- JN:CH�" OIPE
"
PROPO ED`�t,t 3 "X2" y , ' .
TAPPING SAADLF AND SLUDGE
_. -. °•' BEDS TO
-CORPORATION N STOP
tt
WITFT 2" PVC NOW "PIPE � �`� �° '
tt
}
,. "•
EXISTING INFLUENT TO BE _ 1
;�
,TIED TO EXISTING SLUDGE
i' PROPOSE[
DRYING BED FEED, WITH = {tit
1 "X1 0X8" MJ TEE,'! 8 —INCH -...
\X ' MJ 'PATE" VALVE, 6 -1 "NCH DIP "{ .
_,.
PIPING, ANDS 9;0' BEND
{ }ii.
'+,, � ?t,,.",• �Y 4 i i� iti iiik iyr \l
r - iTt MAT
�t :PROPOSED 1 1/2" PVC CAUSTIC FEE[ L
LINE CUT; INTO EXISTING -1 1 /r ?VC t ;i`
;, CAUSTIC LINE (PLUG AND ABANDON i } '5" RCr- LE,: �'
'{ REMAINDER `0F EXISTING LINE){ ,
t f { i i
. ..... it
i
.... { .t PROPOSED 6 "X2" TAPPING 1_k° {.
{ SADDLE AND
CORPORATION STOP WITH ;i
t
L `42 »' PVC WATER LINE t, . .
x 74
i t iy
3
CLARIFIER NO. 1
4
31
b
!J
°
d
♦ ♦ ° � ♦ �' a �d
°
5
CONTRACTOR TO INSTALL INSULATION
AND HEAT TRACING ON ALL EXPOSED
WATER PIPING TO PREVENT FREEZING.
CLARIFIER NO. 2
7. THE BENDS AND FITTINGS SHOWN ARE
HORIZONTAL FITTINGS. REFER TO PROFILES
FOR ANTICIPATED VERTICAL FITTINGS. ALL
FITTINGS SHALL BE INCLUDED IN THE
CONTRACTOR'S LUMP SUM BASE BID PRICE.
8. THE ENTIRE INFLUENT FORCE MAIN SHALL BE
RESTRAINED JOINT PIPE. `MEGALUG" TYPE
RESTRAINTS WILL BE REQUIRED FOR
RESTRAINED JOINT FITTINGS AND VALVES.
RESTRAINING GASKETS CONTAINING METAL
WEDGES WILL BE REQUIRED FOR STRAIGHT
RUNS OF RESTRAINED JOINT PIPE PER THE
SPECIFICATIONS.
9. THE PROPOSED 6 —INCH WATER LINE THAT
EXTENDS BEHIND THE PIPING LAYOUT TABLE
INCLUDES 75 LF OF 6 —INCH DUCTILE IRON
PIPE, A COMPLETE 2 —INCH YARD HYDRANT
ASSEMBLY, AND MECHANICAL JOINT PLUG
AT THE END OF THE 6 —INCH WATER LINE.
REFER TO SHEET C -115 FOR CONTINUATION
OF WATER LINE.
A31
4 � 3
a
3 �O
rygSTF 12 "X12" 45' M J
qC� WYE, TYP 2 29
L 9�
-8 27
DIP MJ Vq 24
WYE AND O 27 y0 27
....
TWO ( 2 ) MJ 12 "X12 "X6" ��C' xa .....
PLUG VALVES 2 y ..... /:.....
MJ TEE "
34 ... .... .
' ' PROPOSED 2 INCH FIR ......x
HYDRANT SIMILAR IN "
35 RAS /WAS PUMP .... J ..CONSTRUCTION TO THE 3 .......i:. .
STATION .... cn TYPICAL FIRE HYDRANT �► ........... .
6 —INCH DIP DRAIN LINE o ASSEMBLY DETAIL" ON
SHEET C -201 11 f . ... . .. .
WITH BACKWATER VALVE 30 "..
�. .. .
r � . . . 36 \fi r ......... .
.
..... j� Off` 10
SLEEVE
�— w
ELECTRICAL w z ... ......
NCH PLUG BUILDING — . . . . �pP
(ISTING .. ..x ..... O�
U " . .
.. V) .. ......
27 "....
22 �►. �`
PIPING LAYOUT TABLE
LABEL
SIZE
DESCRIPTION
1
42
DIP
2
42
AERIAL DIP
3
36
DIP
4
36
MJ 90' BEND
5
36
MJ 45' BEND
6
36
MJ 22.5' BEND
7
36
MJ 11.25' BEND
8
36
MJ TEE
9
36 X36 X30
MJ TEE
10
36"X30"
MJ REDUCER
11
30
MJ PLUG
12
30
DIP
13
24
DIP
14
24
MJ 45' BEND
15
20
DIP
16
20 X20 X14
MJ TEE
17
20
MJ TEE
18
20 X14
MJ REDUCER
19
20w--
MJ 90' BEND
20
20
MJ 45' BEND
21
20
J POST INDICATOR VALVE
1
DIP
23
1
MJ TEE
24
14 to
MJ 90' BEND
25
14 of
MJ 45' BEND
26
14
MJ POST INDICATOR VALVE
27
12
DIP
28
12
MJ 90' BEND
29
12
MJ 45' BEND
30
12
MJ TEE
31
l2lo
MJ PLUG VALVE
32
8
DIP
33
8
MJ 90' BEND
34
8
MJ 45' BEND
35
8
MJ 22.5' BEND
36
6
DIP
37
6
MJ TEE
38
6
MJ 90' BEND
39
6
MJ 45' BEND
40
6
MJ 22.5' BEND
41
10 x8
MJ REDUCER
42
12
MJ 22.5' BEND
43
1271
MJ 11.25' BEND
44
8
MJ 11.25' BEND
45
8
MJ PLUG VALVE
Oo
VARIES
PRECAST CONC. MH
Z
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0 LL U
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20 0 10 20
GRAPHIC SCALE
40 60
1 INCH = 20 FEET
2 01 -24 -13 RAB
1 12 -05 -12 MGP
NO. DATE BY
ADDENDUM 3 DATED 12/14/2012
ADDENDUM 1 DATED 12/5/2012
REVISION DESCRIPTION
C -118
ON
ON
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GRAPHIC SCALE
40 60
1 INCH = 20 FEET
2 01 -24 -13 RAB
1 12 -05 -12 MGP
NO. DATE BY
ADDENDUM 3 DATED 12/14/2012
ADDENDUM 1 DATED 12/5/2012
REVISION DESCRIPTION
C -118

m..
m.
..... . . . . . .
gu
PROPOSED BENDS AS ESSARY 15
- ....___.......u...._......m _ mm� . m � ........ � � � . ��.
....... - N .... .
TO AVOID ELECTR COND ITS x .
x ! j` ....f 'Pti 22
ANDr OTHER TY LINES . . . s 17
ilk
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sf /' .9
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RIP ..
z {0, L1 x49,0 TOP xs ; .
{ 3 .£'
W ` ' ik IN t3 „343.3 21
j
mm� m
m
.__ .........w..:- __........w...,..
_. �d � � � �� OD 24
� P P. � 15
.......,r; YARD YDRANT ....... .
17
- -- , PER -ETAtL ' ... 20 21
NPW�NPW . . . . ./ . . . . .
.. .... 15 - ... .
m .....
,rdt""r"'4 . . . . . . . . . . .f:`�`.` „
t � �y � � 22
3► i - , , {{ Nh .... .... f ... .
} l .
1
l' s {' t {{ EXISTING r ANHOLE T TO BE Z 24 F.
� } ; ¢ ... ..... ..... f x JUS D TO MAT C PROPOSED { {{ {GRADE .' . .
tt y h.
..... $ ....... {{ ... .....I'....
x
. . . .
°s
r�
—. �;T{^RM CP�'W a k� h -,'TLS . . . . . . . .
TOP �...... PROPOSED BENDS NE* SSARY v /�`
:
TO /'�V01C�, ELECTRIC `�,CON {UITS .... p ....
0 ..... .... ...
AND TH R U TI LI TYI S {{ ... .
. .
t .... Z f
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f d y w N
. . fr`ds` `r. ��' "``:,... �• S { , EX>STIfi ,: lu, i}NCH rJ11 —\ r ''d i, { . . . . . . . . . J . . . . .}�:'r . d;`
r,✓ * fd`d'd'dfd`. f"{ #. C. . . . . F
»........,.,......, .- ..'::�r... �''s3. ,^.�#f ,4l tr "s�” .,Y• k..,Y '.' fdf fd ✓dd`
'1 {# � DIP `OUT , .�t- },611', �i'� s,�dd ✓' `�� .. 1; {. � . � . � . � .`t. ........ . � . � . � . � �,..j``�.`'.''......
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:{ d
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Z i d .,�•� �.
�x
/P/1
20 . . . . . . . . . . . . . . . . . . . . "°
, CUT IN 5
,,,,`PROPOSED d,
8 X$ X8 MJ ,TEE 20 0 l0 20 40 60
" . . . . . l X
fd } ',� ti {{ GRAPHIC SCALE 1 INCH = 20 FEET
5 NN } f }}
NN
d a,. ddf,,r itr.�l, d, /'h . . . . . .. �1`� '� .'" '•."sr
d d ' }' k N, PROPOSED CAU t { IC; EJECTION
f X 45 x y 1 STATION ITH 4 —0 DIA. PRECAST
f; r ...... }.. , CONCRETE yOGHOUSE MANHOLE
_.
CHEMICAL INJECTION CONNECTION
d df P DETAIL)
.. t
PROPOSED '\, . . ` .. . NN
SLUDGE PIPING''' t
. f
f CONNECTION
CUT IN PROPOSED .......
f
10 "X10 "X8" MJ TEE z . . . F
k
ti
t 15
AEROBIC 0K.ES-,—R w
d
N _
0
0
CORE HOLE THROUGH
PRECAST CONCRETE
MANHOLE
FROM UTILITY AND
CHEMICAL BUILDING
so
1 1 /2" SCH 80 PVC
CAUSTIC LINE
SET RISER SECTION INTO
1 1 /2" SERVICE FOOTING PRIOR TO FINAL
SADDLE WITH CONCRETE SET
CORPORATION STOP
SECTION "A - A"
0
PIPE EMBEDMENT MATERIAL
m TIC, /— MECHANICALLY TAMPED
ft D' a v
MANHOLE
STEPS
C ° °
� o
° q. °
p p
`p. p,°
°
A q 4'' A
n.'° °
FROM UTILITY AND
CHEMICAL BUILDING �, -' —_ _ "' °
p
a .. °
0 0
p. p.
n.'° 4
q q '°
4.'a °
o n ° °.
1 1/2' SERVICE
NOTES:
1. BASE FOUNDATION TO BE CONSTRUCTED LEVEL WITH
EXISTING MATERIAL OR WITH STONE AS REQUIRED
BY SPECIFICATIONS
2. CAUSTIC INJECTION STATION ALONG INFLUENT FORCE
MAIN SHALL INCLUDE A 4' -0" DIA. DOGHOUSE
MANHOLE. THE ALUM INJECTION STATION ALONG
THE CLARIFIER EFFLUENT LINE SHALL INCLUDE A
8' -0" DIA. DOGHOUSE MANHOLE.
3. SEE PIPING PLAN AND PROFILE SHEETS FOR
FURTHER INFORMATION.
22
z 0
w�
-Q
J
wN
Z
a
0
w
SECTI ON AL
°.fa - SADDLE WITH
CORPORATION STOP
PROPOSED 20 —INCH
INFLUENT FORCE MAIN
PLAN
PIPING LAYOUT TABLE
LABEL
SIZE
DESCRIPTION
1
42
DIP
2
42
AERIAL DIP
3
36
DIP
4
36
MJ 90' BEND
5
36
MJ 45' BEND
6
36
MJ 22.5' BEND
7
36
MJ 11.25' BEND
8
36
MJ TEE
9
36 X36 X30
M J TEE
10
36 X30
MJ REDUCER
11
30
MJ PLUG
12
30
DIP
13
4
DIP
14
24
MJ 45' BEND
15
20
DIP
16
20 X20 X14
MJ TEE
17
20
MJ TEE
18
20 X14
MJ REDUCER
19
20
MJ 90' BEND
20
20
MJ 45' BEND
21
20
J POST INDICATOR VALVE
14
IP
23
14
MJ TEE
24
14
MJ 90' BEND
25
14
MJ 45' BEND
26
14
J POST INDICATOR VALVE
27
12
DIP
28
12
MJ 90' BEND
29
12
MJ 45' BEND
30
12
MJ TEE
31
12
MJ PLUG VALVE
32
8
DIP
33
8
MJ 90' BEND
34
8
MJ 45' BEND
35
8
MJ 22.5' BEND
36
6
DIP
37
6
MJ TEE
38
6
MJ 90' BEND
39
6
MJ 45' BEND
40
6
MJ 22.5' BEND
41
10 x8
MJ REDUCER
42
12
MJ 22.5' BEND
43
12
MJ 11.25' BEND
44
8
MJ 11.25' BEND
45
8
MJ PLUG VALVE
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VARIES
PRECAST CONC. MH
PROPOSED 36 "x24" FLG REDUCER
PROPOSED 36"
CLARIFIER EFFLUENT
PROPOSED 36" -
FLG. 90° BEND
PROPOSED
36 "X36 "X36" MJ TEE
PROPOSED 36 "X24"
MJREDUCER
TEMPORARY 18" TO BE
REMOVED AFTER NEW
PROCESS IS IN SERVICE
PROPOSED 24" MJ PLUG TO BE
REMOVED WITH TEMPORARY PIPING
FILTER INFLUENT TROUGH
PROPOSED 24" DIP SPOOL THRU WALL
CORE DRILL NEW HOLE IN WALL AND
SEAL PIPE WITH LINK SEAL OR EQUAL
PROPOSED 24"
MJ PLUG VALVE
PROPOSED 24" DIP SEE SITE
PLAN FOR CONTINUATION
FINAL PROPOSED PIPING
PROPOSED 18" 45° BEND
PROPOSED TEMPORARY 18" DIP
(TEMPORARY SUPPORT AS NECESSARY);
REMOVE EXISTING 18" PIPE AFTER
TEMPORARY PIPE IS IN SERVICE
CUT EXISTING PIPE AND
INSTALL 18" MJ 90°
BEND WITH MEGA LUG
EXISTING 18" D
PROPOSED 18" 90° BEND
TEMPORARY PIPING
EXISTING PIPING
PROPOSED 18" 90° BEND
FILTER INFLUENT TROUGH
PROPOSED 18" DIP OVER WALL
(TEMPORARY PIPE SUPPORT AS NECESSARY)
— FILTER INFLUENT TROUGH
rER STRUCTURE
FILTER INFLUENT PIPING DETAIL
NO SCALE
NOTE:
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1.
ALL
6" DIAMETER
POTABLE WATER LINES SHALL BE CL
>
m
w
Z
9
w
350
DIP.
w
w
0
2.
ALL
6" DIAMETER
NONPOTABLE WATER LINES SHALL BE
CL 350 DIP.
3.
ALL
2" DIAMETER
POTABLE WATER LINES SHALL BE SDR
13.5
PVC.
4.
ALL
2" DIAMETER
NONPOTABLE WATER LINES SHALL BE
0��
SDR
13.5 PVC
U)
0�
5.
ALL
POTABLE WATER LINES SMALLER THAN 2" SHALL BE
a
TYPE K COPPER.
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6.
ALL
NONPOTABLE
WATER LINES SMALLER THAN 2" SHALL
�
BE SDR 13.5 PVC.
7. THE BENDS AND FITTINGS SHOWN ARE HORIZONTAL
FITTINGS. REFER TO PROFILES FOR ANTICIPATED VERTICAL
FITTINGS. ALL FITTINGS SHALL BE INCLUDED IN THE
1 CONTRACTOR'S LUMP SUM BASE BID PRICE.
8. THE ENTIRE INFLUENT FORCE MAIN SHALL BE RESTRAINED
JOINT PIPE. `MEGALUG" TYPE RESTRAINTS WILL BE
REQUIRED FOR RESTRAINED JOINT FITTINGS AND VALVES.
RESTRAINING GASKETS CONTAINING METAL WEDGES WILL
BE REQUIRED FOR STRAIGHT RUNS OF RESTRAINED JOINT
PIPE PER THE SPECIFICATIONS.
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NO SCALE
NO. DATE BY REVISION DESCRIPTION

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NO. I DATE I BY I REVISION DESCRIPTION
SHEET
C -130

1 01 -24 -13 RAB ADDENDUM 3 DATED 12/14/2012
NO. DATE BY REVISION DESCRIPTION
GRAPHIC SCALE
1 INCH = 30 FEET
PLAN
NOTES:
THE MAJORITY OF THE PROPOSED PAVEMENT
WILL BE EITHER NEW FULL DEPTH PAVEMENT
OR FULL DEPTH REPLACEMENT USING THE
HEAVY DUTY CROSS SECTION. THE EXISTING
PAVEMENT WILL ALSO BE OVERLAID IN TWO
AREAS:
A. STARTING APPROXIMATELY 50 FEET SOUTH
OF THE EXISTING EFFLUENT PUMP STATION
ON SHEET C -131, CLOCKWISE OVER THE
EXISTING DRIVE AROUND THE EXISTING
SECONDARY CLARIFIERS AND ENDING NEAR
THE SOUTHERN EDGE OF THE EXISTING
UTILITY BUILDING SHOWN ON C -134.
APPROXIMATE AREA OF 1675 SQUARE
YARDS.
B. STARTING APPROXIMATELY EVEN WITH THE
EXISTING WASHDOWN STATION SHOWN ON
SHEET C -134 TO THE NORTHERN EDGE OF
THE PROPOSED ADMINISTRATIVE BUILDING
SHOWN ON SHEET C -132, INCLUDING THE
SPUR TO THE EXISTING DUAL ANAEROBIC
DIGESTERS SHOWN ON SHEET C -134.
APPROXIMATE AREA OF 940 SQUARE
YARDS.
/
/
/
/
/ f
f + ril
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LEGEND
PROPOSED EROSION CONTROL MATTING
PDS O PROPOSED PROTECTIVE DRAINAGE STRUCTURE
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PROPOSED TEMPORARY DIVERSION DITCH
PROPOSED TEMPORARY SILT FENCE
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NOTES:
1. ALL 8 FT DIAMETER INFLUENT
SEWER MANHOLES SHALL BE
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2. ALL 42 -INCH INFLUENT SEWER
PIPING SHALL BE PRESSURE
CLASS 350.
NOTES:
1. VERTICAL FITTINGS FOR THE 20 -INCH DUCTILE
IRON FORCE MAIN MAY BE 11.25', 22.5', OR 45'
BENDS. THE CONTRACTOR MAY DEFLECT THE
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ALLOWED BY THE PIPE MANUFACTURERS. ALL
FITTINGS NECESSARY FOR THE INSTALLATION
SHALL BE PROVIDED IN THE CONTRACTOR'S
LUMP SUM BASE BID PRICE.
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NO. DATE BY
REVISIONS PER ADDENDUM NO. 1 DATED 12/05/2012
REVISION DESCRIPTION
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REINFORCED CONCRETE BLOCKS — TYPICAL
BOTH SIDES, 8' HIGH X 10' WIDE X 4' THK.
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TRENCH
WIDTH
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MIN. -
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THREADED ROD (GALVANIZED
OR BITUMINOUS COATED) \-- UNDISTURBED EARTH —/ 11 `"
TYPICAL THRUST BLOCK FOR REDUCERS
CONCRETE THRUST
BLOCK
TRENCH
WIDTH
REVISION DATE - NOVEMBER 3, 2008
THREADED ROD (GALVANIZED�� %/�
OR BITUMINOUS COATED) UNDISTURBED EARTH
TYPICAL THRUST BLOCK FOR PLUGS
REVISION DATE - NOVEMBER 3, 2008
A
A A�
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EARTH
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CORPORATION
STOP FOR AIR
PRESSURE RELIEF
,{ i ILL VIVVIJ I VI \ULV Lill\ II I
TYPICAL THRUST BLOCKS FOR TEES
REVISION DATE - NOVEMBER 3, 2008
NOTES:
1. FITTING JOINTS SHALL NOT BE POURED IN CONCRETE OR HAVE CONCRETE SPILLED ON THE BOLTS OR NUTS.
THE FITTING SHALL BE WRAPPED IN A LAYER OF POLYETHYLENE PLASTIC PRIOR TO POURING THE THRUST BLOCK.
2. ROD AND EYE BOLT DIAMETER SHALL BE A MINIMUM OF 3/4" AND SHALL MATCH THE SIZE OF THE BOLT
PROVIDED WITH THE FITTING.
3. CONTRACTOR SHALL REPLACE FITTING BOLTS WITH THREADED ROD FOR 1/2 OF THE BOLTS SUPPLIED WITH
EACH FITTING. RODS SHALL BE EQUALLY SPACED.
TYPE
SIZE
11-1/4' BEND
22 -1 /2° BEND
45° BEND
90' BEND
TEE
PLUG
2 -6
12
12
12
16
16
14
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28
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30
42
58
78
78
66
36
36
50
70
94
94
80
42
40
58
80
108
108
92
48
46
66
90
124
124
104
THRUST BLOCK DIMENSION "A"
REVISION DATE - NOVEMBER 3, 2008
No.12 COATED
COPPER TRACING WIRE
(PVC PIPE ONLY)
MOUNTING BRACKET S
BY VALVE MANUFACTU
WATER MAIN �� 1� � I TELESCOPING VALVE MOUNTING DETAIL
e
UNDISTURBED
EARTH
CONCRETE SUPPORT PAD 6"
LARGER THAN VALVE
(REQUIRED ON GATE VALVES
10" AND LARGER ONLY)
TYPICAL VERTICAL GATE VALVE INSTALLATION
REVISION DATE - NOVEMBER 3, 2008
FINISHED GRADE
3' -0" MAX.
INSTALL
EXTENSIONS
AS REQUIRED
2" IRON BODY,
DOUBLE DISC GATE
VALVE W/ 2" SQUARE
OPERATING NUT
GATE
VALVE
WORD "WATER" CAST IN TOP
18 %18 %4" CONCRETE PAD
(UNLESS OTHERWISE SPECIFIED)
'--�NO. 12 COPPER TRACING WIRE
NOTE: PROVIDE SUFFICIENT
EXTRA WIRE TO EXTEND MIN.
2' ABOVE TOP OF VALVE BOX
ADJUSTABLE CAST IRON
VALVE BOX (SCREW
TYPE)
COMPACTED BACKFILL
CONCRETE BRICK
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2" GALV. STEEL PVC PIPE
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2" GATE VALVE INSTALLATION
REVISION DATE - NOVEMBER 3, 2008
EL
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TELESCOPING VALVE DETAIL
REVISION DATE - NOVEMBER 3, 2008
REVISION DESCRIPTION
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12 "02 %6" CONCRETE COPPER TRACING
SUPPORT PAD UNDISTURBED EARTH TEE WITH 6" OUTLET WIRE (PVC ONLY)
TYPICAL FROST -PROOF FIRE HYDRANT ASSEMBLY DETAIL
6" PIPE
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GRADE
APPROVED WARNING
TAPE 24" ABOVE PIPE
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III -III=
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24 "x24 "x6"
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PER DETAILS
6" PIPE LEG \ \
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BACKFILL MATERIAL
COMPACTED IN 6" LIFTS
BACKFILL MATERIAL
COMPACTED IN 3" LIFTS
REVISION DATE - NOVEMBER 3, 2008
APPROVED WARNING TAPE
24" ABOVE PIPE (PVC 0
BACKFILL MATERIA
COMPACTED IN 6"
BACKFILL MATERIA
COMPACTED IN 3"
0.12 COATED COPPER
RACING WIRE (PVC ONLY)
EARTH v NOTE:
BELL HOLES NOT SHOWN
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OVERCUT EXCAVATION
NOTE:
1. CONSTRUCTION OF TRENCHES SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL SAFETY AND
HEALTH REGULATIONS WHICH HAVE JURISDICTION AT THE PROJECT SITE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO BE FAMILIAR WITH THE APPLICABLE REGULATIONS AND FOLLOW THEM ACCORDINGLY.
2. PAYMENT FOR ROCK EXCAVATION AND SELECT BACKFILL IN TRENCH SHALL BE FOR ACTUAL QUANTITIES
AND SHALL NOT EXCEED THE WIDTH OF TRENCH SHOWN ON THIS DETAIL.
TYPICAL TRENCHING DETAILS
WATER LINES
REVISION DATE - NOVEMBER 3, 2008
EMERGENCY
DETAIL A —A
0
0
0
4
24"
JOPEN LOW, SELF - CLOSING
ULL PORT BALL VALVE
PAINTED
GAL VANIZED PIPE
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WASTE PIPE
PEDAL FOR EYE/
FACE WASH
FLOOR FLANGE
50 LF INDUSTRIAL 1" HOSE WITH
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ALUMINUM SUPPORTS
WALL BRACKET
1 1/4" I.P.S.
SUPPLY INLET 1" HOSE BIBB
I
VALVE
SUPPLY PIPE
TO BOWL
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AT BOTTOM
I 1 1/4" I.P.S.
LZOUTLET TEE
EMERGENCY SHOWER/EYE WASH DETAIL
REVISION DATE - NOVEMBER 3, 2008
I
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TO FLOOR
DRAIN
NOTE: CONTRACTOR RESPONSIBLE FOR RELOCATION AND
INSTALLATION OF EXISTING SAMPLER AND FLOW METER
IN NEW MANHOLE PER MANUFACTURER'S RECOMMENDATIONS.
FLOW METER IS TO BE RECALIBRATED BY THE CONTRACTOR.
18"
24"
2" ALUMINUM CHANNEL
5/8" 0 X 3" CONCRETE
ADHESIVE ANCHORS
CONCRETE FLOOR
k' i c < t -
UNION
[-BRASS
CONCRETE DEADMAN
WASHED STONE
3/4" BRASS NIPPLE
RELOCATE EXISTING FLOW METER
AND MOUNT TO POLE
PLUG TAPPED 1"
HOSE STATION DETAIL
REVISION DATE - NOVEMBER 3, 2008
36 -3/4"
30"
TRENCH
DEPTH
FAI
YARD HYDRANT
MURDOCK MODEL 150
OR APPROVED EQUAL
18" 24"
27 1/2"
6x6 10/10 WWF
V3'-6-x2'-6"x4"
CONCRETE SPLASH BLOCK
36" STD. VALVE
Z___BOX AND LID
REVISION DATE - NOVEMBER 3, 2008
114" SQ.
6" DIA. 1" SQUARE MAX. =10"
WINDOW EXTENSION MIN. =7"
gug "----TO FACE ROAD 9"
BODY
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STANDPIPE
(PAINTED RED)
GROUND LINE
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12" DIA.
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WATER AND SEWER LINE NOTES:
2' -10" DIA. STANDARD OR WATERTIGHT MANHOLE FRAME
GENERAL SEWER NOTES
U o
AND COVER W/ GASKET AND STAINLESS STEEL
U
1. WATER AND SEWER LINES SHALL HAVE A MINIMUM 10' HORIZONTAL SEPARATION OR A
2' -0" DIA. BOLTS AS SHOWN ON DRAWINGS
REVISION DATE - NOVEMBER 19, 2010
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MINIMUM 18" VERTICAL SEPARATION WITH THE WATER OVER SEWER, OR BOTH WATER AND
NON- SHRINK GROUT WITHIN 1" OF TOP
FIBERGLASS, HEATED AND
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INSULATED PROTECTIVE
2" MIN. REDUCED PRESSURE ZONE BACKFLOW
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CONSTRUCT BRICK RISERS AS NECESSARY TO
BRING TOP OF RIM AND COVER TO GRADE.
ENCLOSURE
PREVENTER PER SPECIFICATIONS
AND EXPOSED PIPING SHALL BE FLANGED JOINT.
PLASTER INSIDE AND OUTSIDE OF BRICK
PRECAST BASE
ISOLATION VALVES
RISERS MINIMUM 1/2" THICK.
3. LEGAL DESCRIPTIONS FOR PROPOSED EASEMENTS BY OTHERS.
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HEAT SOURCE
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TO OTHER WORK ON THE PROJECT.
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ENCLOSURES FOR BACKFLOW PREVENTION ASSEMBLIES.
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2. HEAT SOURCE SHALL BE PROVIDED TO PROTECT TO -30 DEGREES.
HEAT SOURCE MAY BE HEAT TAPE, CABLE OR HEATER PER
TRANSITION ADAPTER
MANHOLE BASE SHALL
BASE FOUNDATION BE CONSTRUCTED LEVEL
PLAN
MANUFACTURERS STANDARD. HEAT SOURCE SHALL BE RATED FOR
BE PRECAST.
USE IN DAMP ENVIRONMENTS PER NATIONAL ELECTRICAL CODE.
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NOTE: MANHOLES ON PLANS NOTED AS HIGH VELOCITY MANHOLES
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REVISION DATE - NOVEMBER 3, 2008
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MANHOLE INVERTS
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3. ALL MANHOLE GRADES SHOWN ON THE PLANS ARE FOR THE INVERT OF THE MANHOLE CENTER.
REVISION DATE NOVEMBER 3, 2008
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5. STEPS SHALL BE INSTALLED ON STRAIGHT SIDE OF MANHOLE.
SMALL DIAMETER LINES
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REVISION DATE -JULY, 2010
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ELEVATION SECTION A —A
1. COMBINATION AIR VALVE TO BE INSTALLED AT ACTUAL HIGH POINT OF LINE.
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4 3/8" 2' -0 1/2"
4. ALL PIPING FOR COMBINATION AIR VALVE SHALL BE BRASS OR STAINLESS STEEL.
MAXIMUM OF 7" FROM INSIDE FACE OF STRUCTURE WALL. 2. STEPS DIFFERING IN
5. CONTRACTOR SHALL ADJUST THE DEPTH OF THE FORCE MAIN AT ALL HIGH
DIMENSIONS, CONFIGURATION, OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED
2' -9 1/4"
POINTS TO ACCOMODATE THE INSTALLATION OF THE COMBINATION AIR VALVE.
PROVIDED THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS OF THE
4 "X 4" WYE
PROPOSED STEPS AND HAS RECEIVED PRIOR WRITTEN APPROVAL FROM THE ENGINEER
FOR THE USE OF SAID STEPS.
SEWAGE FORCE MAIN COMBINATION AIR VALVE
SECTION A —A
REVISION DATE - NOVEMBER 3, 2008
MANHOLE RING
\-4"
MANHOLE STEPS
NOTE: TRAFFIC
MINIMUM WEIGHT G R OVER.
35 POUNDS
SHEET
4" PLUG
SEWER LINE
REVISION DATE - NOVEMBER 3, 2008
MANHOLE RING &COVER-
CLEANOUT DETAIL
REVISION DATE - NOVEMBER 3, 2008
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REVISION DATE - NOVEMBER 3, 2008
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FINISHED
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LUG VALVE
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LARGER THAN VALVE
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PLUG VALVE DETAIL
REVISION DATE - NOVEMBER 3, 2008
SEDIMENT BUCKET GRATE
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REVISION DATE - NOVEMBER 3, 2008
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GREATER THAN TEST PRESSURE, PRESSURE GAUGE
WHICHEVER IS GREATER.
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MAIN LINE
PRESSURE GAUGE DETAIL
REVISION DATE - NOVEMBER 3, 2008
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(PERMANENT AS
MAX.
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LE BEAM CLAMP ON MONORAIL
/IDE STN. STL. DEADMAN CHAIN W/
3 HOOK, 20' LENGTH.
HOIST ASSEMBLY NOTES:
ANOXIC BASIN CRANE + MIXER SECTION
SURFACE MOUNT SOCKET
TO ACCEPT PORTABLE
CRANE BY CRANE
MANUFACTURER.
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MANUFACTURER.
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-S,
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ALL
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TCH
ACTURER.
BACKFILL MATERIAL
COMPACTED IN 6" LIFTS
BACKFILL MATERIAL
COMPACTED IN 3" LIFTS
BACKFILL MATERIAL
COMPACTED IN 6" LIFTS
SPRING LINE OF PIPE
CLASS I
EMBEDMENT
EARTH
STANDARD EXCAVATION
BACKFILL MATERIAL
COMPACTED IN 6" LIFTS
BACKFILL MATERIAL
COMPACTED IN 3" LIFTS
EARTH
OVERCUT EXCAVATION
DUCTILE IRON GRAVITY SEWER
BACKFILL MATERIAL
COMPACTED IN 6" LIFTS
SPRING LINE OF PIPE
CLASS I —
EMBEDMENT
6" MIN
UNDISTURBED
EARTH
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PVC GRAVITY SEWER
BACKFILL MATERIAL
COMPACTED IN 6" LIFT
12" MAX ±)
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6" MIN \� EMBEDMENT
UNDISTURBED
EARTH
STANDARD EXCAVATION
IN WET CONDITIONS
FOUNDATION STONE FOR
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AS DIRECTED BY ENGINEE[
UNDISTURL
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UNDERCUT EXCAVATION
IN UNSTABLE SOILS TYPES
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ALL PIPE TYPES
(AS DIRECTED BY ENGINEER)
NOTES:
1. CONSTRUCTION OF TRENCHES SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL SAFETY AND HEALTH
REGULATIONS WHICH HAVE JURISDICTION AT THE PROJECT SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE
FAMILIAR WITH THE APPLICABLE REGULATIONS AND FOLLOW THEM ACCORDINGLY.
2. FOR UNIT PRICE CONTRACTS ONLY, PAYMENT FOR ROCK EXCAVATION AND SELECT BACKFILL IN TRENCH
SHALL BE FOR ACTUAL QUANTITIES AND SHALL NOT EXCEED THE WIDTH OF TRENCH SHOWN ON THIS DETAIL.
3. FOR UNIT PRICE CONTRACTS ONLY, PAYMENT FOR FOUNDATION STONE UNDERCUT SHALL BE FOR THE
LENGTH OF THE TRENCH REQUIRING UNDERCUT X 6" DEPTH INCREMENTS TO THE DEPTH REQUIRED.
4. CLASS I EMBEDMENT SHALL BE NCDOT STANDARD # 67 STONE OR APPROVED EQUAL. FOUNDATION STONE
SHALL BE NCDOT STANDARD # 57 OR # 67 STONE OR APPROVED EQUAL.
TYPICAL GRAVITY SEWER TRENCHING DETAILS
REVISION DATE - NOVEMBER 3, 2008
REVISION DESCRIPTION
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SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS.
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PROVIDE STN. STL. HOOK AT EACH HATCH
E. LIFT HEIGHT SHALL BE A MINIMUM OF 15-0 ".
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2. SUBMIT HOIST AND TROLLEY SHOP DRAWINGS TO OWNER'S REPRESENTATIVE FOR REVIEW
DETAIL.
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4. SEE PLANS FOR INDIVIDUAL CAPACITIES.
INFLUENT/ RAS PUMP STATION HOIST ASSEMBLY
ANOXIC BASIN CRANE + MIXER SECTION
SURFACE MOUNT SOCKET
TO ACCEPT PORTABLE
CRANE BY CRANE
MANUFACTURER.
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ALL
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BACKFILL MATERIAL
COMPACTED IN 6" LIFTS
BACKFILL MATERIAL
COMPACTED IN 3" LIFTS
BACKFILL MATERIAL
COMPACTED IN 6" LIFTS
SPRING LINE OF PIPE
CLASS I
EMBEDMENT
EARTH
STANDARD EXCAVATION
BACKFILL MATERIAL
COMPACTED IN 6" LIFTS
BACKFILL MATERIAL
COMPACTED IN 3" LIFTS
EARTH
OVERCUT EXCAVATION
DUCTILE IRON GRAVITY SEWER
BACKFILL MATERIAL
COMPACTED IN 6" LIFTS
SPRING LINE OF PIPE
CLASS I —
EMBEDMENT
6" MIN
UNDISTURBED
EARTH
STANDARD EXCAVATION
PVC GRAVITY SEWER
BACKFILL MATERIAL
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12" MAX ±)
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6" MIN \� EMBEDMENT
UNDISTURBED
EARTH
STANDARD EXCAVATION
IN WET CONDITIONS
FOUNDATION STONE FOR
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AS DIRECTED BY ENGINEE[
UNDISTURL
EARTH
UNDERCUT EXCAVATION
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ALL PIPE TYPES
(AS DIRECTED BY ENGINEER)
NOTES:
1. CONSTRUCTION OF TRENCHES SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL SAFETY AND HEALTH
REGULATIONS WHICH HAVE JURISDICTION AT THE PROJECT SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE
FAMILIAR WITH THE APPLICABLE REGULATIONS AND FOLLOW THEM ACCORDINGLY.
2. FOR UNIT PRICE CONTRACTS ONLY, PAYMENT FOR ROCK EXCAVATION AND SELECT BACKFILL IN TRENCH
SHALL BE FOR ACTUAL QUANTITIES AND SHALL NOT EXCEED THE WIDTH OF TRENCH SHOWN ON THIS DETAIL.
3. FOR UNIT PRICE CONTRACTS ONLY, PAYMENT FOR FOUNDATION STONE UNDERCUT SHALL BE FOR THE
LENGTH OF THE TRENCH REQUIRING UNDERCUT X 6" DEPTH INCREMENTS TO THE DEPTH REQUIRED.
4. CLASS I EMBEDMENT SHALL BE NCDOT STANDARD # 67 STONE OR APPROVED EQUAL. FOUNDATION STONE
SHALL BE NCDOT STANDARD # 57 OR # 67 STONE OR APPROVED EQUAL.
TYPICAL GRAVITY SEWER TRENCHING DETAILS
REVISION DATE - NOVEMBER 3, 2008
REVISION DESCRIPTION
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PIPE EMBEDMENT MATERIAL
MECHANICALLY TAMPED
CENTERLINE OF INLET PIPING
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QUADRANT ADJOINING THE a'o.° �'' o•:? MANHOLE
MANHOLE OUTLET. °''° STEPS
12"
SECTION "B - B"
NOTES:
1. THIS DETAIL MUST BE USED FOR CONSTRUCTION OF ALL
MANHOLES OVER EXISTING SEWER MAINS.
2. LATERALS 6" AND LARGER SHALL BE CONNECTED AT MANHOLES ONLY
3. FLOW SHALL BE MAINTAINED DURING CONSTRUCTION.
4. MANHOLE BASE SHALL BE CAST IN PLACE.
SEWER
PIPE
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SECTIONAL PLAN
NEW MANHOLE CONSTRUCTED
OVER EXISTING SEWER PIPE
REVISION DATE - NOVEMBER 3, 2008
WARNING TAPE 24" ABOVE
PIPE (PVC PIPE ONLY)
BACKFILL MATERIAL
COMPACTED IN 6" LIFTS
NO. 12 COATED COPPER
TRACING WIRE (PVC
ONLY)
UNDISTURBED EARTH
WARNING TAPE 24" ABOVE
PIPE (PVC PIPE ONLY)
BACKFILL MATERIAL
COMPACTED IN 3" LIFTS
SEWER OR RAW
WATER
NO. 12 COATED COPPER
TRACING WIRE (PVC
ONLY)
NOTE: CONTRACTOR SHALL FURNISH AND INSTALL
METALLIC WARNING TAPE 24" ABOVE THE PIPE AND
COPPER TRACING WIRE FOR PVC PIPE INSTALLATION ONLY.
NOTE:
1. CONSTRUCTION OF TRENCHES SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL SAFETY
AND HEALTH REGULATIONS WHICH HAVE JURISDICTION AT THE PROJECT SITE. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THE APPLICABLE REGULATIONS AND
FOLLOW THEM ACCORDINGLY.
2. PAYMENT FOR ROCK EXCAVATION AND SELECT BACKFILL IN TRENCH SHALL BE FOR ACTUAL
QUANTITIES AND SHALL NOT EXCEED THE WIDTH OF TRENCH SHOWN ON THIS DETAIL.
TYPICAL TRENCHING DETAIL -
TWO PIPES IN SAME TRENCH
REVISION DATE - NOVEMBER 3, 2008
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REVISION DATE - NOVEMBER 3, 2008
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6' -0" MAX. SPACING 2 1/2" 4 1/2" w o
1' -0" BETWEEN POSTS 1 °_0 °° SEE DETAIL 2 NOTE 7 STANDARD BUILDING CODE AND 1990 BOCA DESIGN Z w
SPECIFICATIONS FOR FACTORY- INDUSTRIAL APPLICATIONS W
SEE DETAIL 2 SEE SPLICE SEE EXPANSION JOINT SEE DETAIL 1
LOCK DETAIL SPLICE DETAIL Z a
1. HANDRAIL SHALL BE THE PRODUCT OF A COMPANY NORMALLY ENGAGED IN THE
SEE MANUFACTURE OF PIPE RAILING. RAILING SHALL BE SHOP ASSEMBLED IN LENGTHS N
DETAIL 6 NOT TO EXCEED 24 FEET FOR FIELD ERECTION. °
SEE SEE DETAIL 7 ICI Z N
DETAIL 4 FOR FAR SIDE 2. HANDRAILS AND STAIR RAILS SHALL BE DESIGNED TO WITHSTAND A 200# �-q
SEE
°' VIEW OF GATE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ON THE TOP RAIL. U Z
DETAIL 5 HINGE HANDRAILS AND STAIR RAILS SHALL ALSO BE DESIGNED TO WITHSTAND A LOAD OF Z
50 # /FT APPLIED HORIZONTALLY TO THE TOP RAIL. THE 200# LOAD WILL NOT BE
CO APPLIED SIMULTANEOUSLY WITH THE 50 # /FT LOAD. IN ADDITION, THE HANDRAILS o
- -� - - - - SHALL BE DESIGNED TO WITHSTAND A LOAD OF 100# FT APPLIED VERTICALLY
SEE DETAIL 3 DOWNWARD TO THE TOP RAIL AND SIMULTANEOUSLY WITH THE 50 # /FT HORIZONTAL p-+ z
ALUM. TOE PLATE LOAD. THE 100 # /FT VERTICAL LOAD DOES NOT APPLY TO STAIR RAILS.
SEE TYP. DETAIL _� 3. THE MANUFACTURER SHALL SUBMIT CALCULATIONS TO THE ENGINEER FOR Z x
APPROVAL. TESTING OF BASE CASTINGS OR BASE EXTRUSIONS BY AN INDEPENDENT �_q
LAB OR MANUFACTURER'S LAB (IF MANUFACTURER'S LAB MEETS THE REQUIREMENTS
OF THE ALUMINUM ASSOCIATION) WILL BE AN ACCEPTABLE SUBSTITUTE FOR W
CALCULATIONS. CALCULATIONS WILL BE REQUIRED FOR APPROVAL OF ALL OTHER a
DESIGN ASPECTS.
0 0
ANU ACCEPTABLE I MEANOS OF IS TYPICAL GATE z w
STRENGTHENING THE POST. 4. POST SPACING SHALL BE A MAXIMUM OF 6' -0 ". POSTS AND RAILINGS SHALL BE
LOOP END A MINIMUM OF 1 -1/2" SCHEDULE 40 ALUMINUM PIPE ALLOY 6063 -T6, ASTM- o,
END POST CORNER RETURN B -429 OR ASTM -B -221. THE HANDRAIL MANUFACTURER SHALL SHOW THAT THEIR Z
POSTS ARE OF ADEQUATE STRENGTH TO MEET THE LOADING REQUIREMENTS. IF W
ALUM. BAR 2 "x1/4" THE MANUFACTURER'S POSTS ARE NOT OF ADEQUATE STRENGTH, THE
TYPICAL HANDRAIL MACH. BOLTw /NHD �SCRE S.S. SET MANUFACTURER
MAY ORDER TOEMEET SPACING REINFORCING DOWELS OR volllttkti
SCREWS (TWO
EACH BRK'T.) 5. THE HANDRAIL SHALL BE MADE OF PIPES JOINED TOGETHER WITH COMPONENT Are x
FITTINGS. SAMPLES OF ALL COMPONENTS, BASES, TOE PLATE AND PIPE MUST BE M
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
LOCK BE TUF RAIL, AS MANUFACTURED BY THOMPSON FABRICATING COMPANY (B'HAM,�t��t�tMt`�`
7/16 "4 T /CONCRETE AL.) OR APPROVED EQUAL.
HOLES
6. POSTS SHALL NOT INTERRUPT THE CONTINUATION OF THE TOP RAIL AT ANY
POINT ALONG THE RAILING, INCLUDING CORNERS AND END TERMINATIONS (OSHA Z
co 1910.23). THE TOP SURFACE OF THE TOP RAILING SHALL BE SMOOTH AND SHALL
CAST ALUM. TEE CAST ALUM. TEE NOT BE INTERRUPTED BY PROJECTING FITTINGS. O
FITTING ATTACHED TO FITTING ATTACHED TO z Q
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# 0 z
S.S. THRU BOLT IHRU BOLT EXT. ALUM. BRACKET EXT. ALUM. LOAD WITHOUT LOOSENING. THE MANUFACTURER IS TO DETERMINE THIS DIMENSION — J
BRACKET FOR THEIR SYSTEM. PROVIDE PHYSICAL TESTS FROM A LABORATORY TO CONFIRM
4 1/2" COMPLIANCE. Q u) 0
8. EXPANSION BOLTS SHALL BE SPACED 10D APART AND 5D EDGE DISTANCE FOR Q z Q
DETAIL 6 NO REDUCTION IN PULLOUT STRENGTH. A SAFETY FACTOR OF 4 SHALL BE USED ON J z Lij uj U
3/8� SET SCREWS CAST ALUM. TEE EXPANSION BOLT PULLOUT VALUES PUBLISHED BY THE MANUFACTURER. EXPANSION _
HE SHOP SHOP BOLTS w W
O
6 1/2" FITTING ATTACHED TO BOLTS SHALL BE STAINLESS STEEL TYPE 303 WEDGE BOLTS AND SHALL BE
RAIL WITH 5 /1HEb S.S. INSTALLED FURNISHED BY THE HANDRAIL MANUFACTURER. \ �
SCREW & THRD. INSERT SCREW T SCREW P /
9. TOE PLATE SHALL CONFORM TO OSHA STANDARDS. TOE PLATE SHALL BE A 0 0
1/2" MINIMUM OF 4" HIGH AND SHALL BE AN EXTRUSION THAT ATTACHES TO THE POSTS w 0�
0 z
+ WITH CLAMPS WHICH WILL ALLOW FOR EXPANSION AND CONTRACTION BETWEEN
POSTS. TOE PLATES SHALL BE SET 1/4" ABOVE THE WALKING SURFACE. TOE Q
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. z z
3/4" 2 1/2" 2 1/2" 3/4" AT 60' -0" MAX. INTERVALS 1/2"0 GATE HINGE 0 J LL
10. OPENINGS IN THE RAILING SHALL BE GUARDED BY A SELF - CLOSING GATE _
ALUMINUM (OSHA 1910.23). SAFETY CHAINS SHALL NOT BE USED UNLESS SPECIFICALY SHOWN � (� 0
0
ON THE DRAWINGS. O
w w
SIDE - MOUNTED HAND RAIL NYLON SLEEVE 11. FINISH SHALL BE ALUMINUM ASSOCIATION M10- C22 -A41 (215 -R1). THE PIPE SHALL 0 U
BEARING (TYP. BE PLASTIC WRAPPED. THE PLASTIC WRAP IS TO BE REMOVED AFTER ERECTION. z z
6 PLACES) ui
SPA. 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
SCREW SET SPLICE EXT. ALUM. OTHER APPROVED MATERIAL.
ADAPTER (USED ONLY UNDERSIDE OF PIPE
WITH BASE FLG.
1 /4 "Ox1' S.S. (7/16 "0 HOLE IS CAST ALUM. SHOP GATE HINGE V
AND. HD. � ALUM. SHOP DRILLED) 90° CORNER INSTALLED
POST S.S. SET QUICK RELEASE
MACH. BOIL EXTRUDED ALUMINUM SCREW PIN (S.S.) NOTE: MANUFACTURER S STANDARD DIMENSIONS AND DETAILS
W /N• TOEBOARD SHIPPED
IN 20' -0" LENGTHS 1 1/2 "x1/8" MAY BE UTILIZED ON HANDRAIL AND FITTINGS PROVIDED ALL CN
CLAMP ALUM. CLAMP CAST ALUM. OSHA AND BUILDING CODES REQUIREMENTS ARE MET.
0
+ CLAMP 90° CORNER N
D SPLICE oU) w w J
1 1/4" SHOP CAST SHOP INSTALLED GATE H R N D }
z
(D 0° w w
INSTALLED ALUM. 90° S.S. SET SCREW POST
T /WALKING PLAN VIEW S.S. SET CORNER 0 Q z} z
p z m z
SURFACE SCREW m U) o z o0
ALUM. DETAIL 1 DETAIL 2 DETAIL 3
5' -L" MAX. SPACING o o U o 0
U
EXT. TOEBOARD 1/4" MAX.
(OSHA 1910.23) SECTION D -D DETAIL 7 BETWEEN BRACKETS
2 9/16"
TYPICAL TOEBOARD DETAILS ALUMINUM SCH.
PIPEO
ADJUSTABLE
+ WALL FITTING J
1/4 "0 S.S. RND. Q
CAST ALUM. HD. MACH. SCREW
BASE FLANGE w
oz W
N
CD 5/16"0 S.S. 0
I ° z SOCKET HD.
3/8 "OXD' -2 3/4" S.S. N
5„ WEDGE ANCHORS N 0z CAP SCREW
CO 3/8 "b SET 3/8 "0 S.S. WEDGE Q
2 1 /2" 2" S.S. SET SCREWS ANCHOR (3 REQ'D.) n/
ff 1 /2" SCREW 8" SECTION C -C L.L
9/16 "� 0
3/8" SOCKET OR SLOTTED - =i- HOLES 7/8 6 1/4" 7/8" WALL RAIL ELEVATION z
„
PIPE JOINT SET SCREW (HOLE ON T
UNDERSIDE OF RAIL) Z
- ' 1 TUBE 1 9/16 "0 _ --
lLtillt 1/2 „ 1 1/2”
N
_ tt 1 W/.219" WALL 7/16 "0 HOLE IN ALUM. WALL n ro
UNDERSIDE OF RAIL MOUNT FLANGE CONCRETE
SPLICE FOR 3 /8 "Ox1 3/5"
LOCK S.S. SET SCREW _
SHEET
SPLICE LOCK EXPANSION JOINT SPLICE WALL FLANGE DETAIL HANDRAIL BASE FLANGE
LOCATED AT 60' -0" MAX. INTERVALS LOCATE SET SCREWS IN BASE FLANGE AT C=205
90° FROM CENTERLINE OF H.R. RUN AND ON
SIDE AWAY FROM WALKING SURFACE.
NO. DATE BY REVISION DESCRIPTION

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316 SS STIFFENER
NEOPRENE
BOTTOM GASKET
SECTION C -C
SLIDE GATE SPECIFICATIONS
I
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1 L.7 I
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I
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36
SEE DETAIL OF OPERATOR
3o AND STEM COVER
OPERATOR
PLATFORM
r---------- - - - - -�
L — — — — — — — — — — — — — — — J
EMBEDDED SLIDE GATE DETAIL
1. SLIDE GATES TO BE DESIGNED BY THE GATE MANUFACTURER TO MEET THE HEADS SHOWN ON THE DRAWIINGS WITH A 1.65 SAFETY
FACTOR ON YIELD.
2. THE SLIDE GATE GATE GUIDE:
A. SHALL BE EXTRUDED ALUMINUM, ONE PIECE.
B. SHALL INCORPORATE A FRICTION REDUCING FEATURE THAT SHALL REDUCE THE
COEFFICIENT OF FRICTION TO LESS THAN 0.2.
C. SHALL BE FACE - MOUNTED; CONCRETE ANCHORS SHALL BE AN INTEGRAL PART OF THE GUIDE SECTION.
D. SHALL WEIGH NOT LESS THAN THREE (3) POUNDS PER FOOT.
E. SHALL BE SO DESIGNED THAT APPLIED LOADS WILL BE TRANSMITTED DIRECTLY FROM THE GATE DISC STIFFENERS THROUGH THE
GUIDE TO THE CONCRETE WITHOUT SUBJECTING THE GATE DISC TO THE FULL SHEAR FORCE OF THE APPLIED LOAD.
F. SHALL BE OF SUFFICIENT STRENGTH TO SUPPORT THE OPERATOR PLATFORM WITHOUT ADDITIONAL REINFORCEMENT.
3. THE OPERATOR PLATFORM SHALL BE CONSTRUCTED OF ALUMINUM CHANNELS OF SUFFICIENT STRENGTH TO LIMIT DEFLECTION TO
L/360 AT RATED OUTPUT OF OPERATOR.
4. THE INVERT SEAL SHALL INCORPORATE A NEOPRENE SEAL FOR FLUSH APPLICATIONS.
5. THE STEM:
A. SHALL BE MACHINED FROM 316 STAINLESS STEEL.
B. SHALL BE DESIGNED TO WITHSTAND TWICE THE RATED OUTPUT OF THE OPERATOR.
C. SHALL HAVE STEM GUIDES TO LIMIT THE L/r OF THE STEM TO 280.
D. SHALL HAVE STEM COLLARS, WHERE SHOWN, TO RESTRICT TRAVEL OF THE GATE DISC.
E. SHALL HAVE A STEM COVER AS SHOWN.
6. THE GATE DISC SHALL BE ALUMINUM PLATE, MINIMUM 0.25 INCH THICK, AND SHALL BE STIFFENED WITH EXTRUDED ALUMINUM
CHANNELS TO LIMIT DEFLECTION TO 1/360, OR LESS, OF THE SPAN.
7. SURFACES OF THE GUIDES IN CONTACT WITH CONCRETE SHALL RECEIVE A SHOP COAT OF BITUMASTIC PAINT.
8. THE OPERATOR:
A. HAND WHEEL AND LIFT NUT TYPE 01 OPERATOR:
1. THE LIFT NUT SHALL BE MACHINED FROM BRONZE.
2. ALL COMPONENTS OF THE OPERATOR SHALL BE OF NONFERROUS MATERIAL.
3. FRICTION REDUCING BEARINGS SHALL BE USED FOR MAIN AND REVERSE THRUST APPLICATIONS.
B. SHALL BE CAPABLE OF OVERCOMING GATE STARTING FRICTION USING 40 POUND MAXIMUM PULL ON HAND.
9. THE SLIDE GATE SHALL BE TUF GATE AS MANUFACTURED BY THOMPSON FABRICATING COMPANY BIRMINGHAM, ALABAMA) OR EQUAL.
SLIDE GATE DETAILS
REVISION DATE - NOVEMBER 3, 2008
MYL
m
OPERATOR AND STEM COVER
316 SS
STIFFENER
CL 1/4" 316 SS SLIDE GATE DISC
BULB SEAL
K8Plm3
TOP OF
CONCRETE
UMINUM HAND
F
EEL ACME STIFFENER SIZE & SPACING -
EM AS REQUIRED BY
CALCULATIONS
MIN.
SELF -DRILL TYPE ANCHOR WITH
" STAINLESS STEEL HEX HEAD BOLT &
WASHER ON BOTTOM OR TOP
APPLICATIONS
NONSHRINK GROUT 1"
SECTION H -H
36
30
12
6
II
o
0
0
0
OP ING
WIDTH
G ►
WH
DIMENSIONS
o
0
0
I
I
I
I
I-
11
PE
WIDTH
L
F E
------ - - - - --
I
C -301
STIFFENER SIZE I
& SPACING AS
B 1 REQUIRED BY
CALCULATIONS I
I
I
351'
----- - - - - -- I
----- - - - - --
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------ - - - - --
A
OPERATOR
PLATFORM
r---------- - - - - -�
L — — — — — — — — — — — — — — — J
EMBEDDED SLIDE GATE DETAIL
1. SLIDE GATES TO BE DESIGNED BY THE GATE MANUFACTURER TO MEET THE HEADS SHOWN ON THE DRAWIINGS WITH A 1.65 SAFETY
FACTOR ON YIELD.
2. THE SLIDE GATE GATE GUIDE:
A. SHALL BE EXTRUDED ALUMINUM, ONE PIECE.
B. SHALL INCORPORATE A FRICTION REDUCING FEATURE THAT SHALL REDUCE THE
COEFFICIENT OF FRICTION TO LESS THAN 0.2.
C. SHALL BE FACE - MOUNTED; CONCRETE ANCHORS SHALL BE AN INTEGRAL PART OF THE GUIDE SECTION.
D. SHALL WEIGH NOT LESS THAN THREE (3) POUNDS PER FOOT.
E. SHALL BE SO DESIGNED THAT APPLIED LOADS WILL BE TRANSMITTED DIRECTLY FROM THE GATE DISC STIFFENERS THROUGH THE
GUIDE TO THE CONCRETE WITHOUT SUBJECTING THE GATE DISC TO THE FULL SHEAR FORCE OF THE APPLIED LOAD.
F. SHALL BE OF SUFFICIENT STRENGTH TO SUPPORT THE OPERATOR PLATFORM WITHOUT ADDITIONAL REINFORCEMENT.
3. THE OPERATOR PLATFORM SHALL BE CONSTRUCTED OF ALUMINUM CHANNELS OF SUFFICIENT STRENGTH TO LIMIT DEFLECTION TO
L/360 AT RATED OUTPUT OF OPERATOR.
4. THE INVERT SEAL SHALL INCORPORATE A NEOPRENE SEAL FOR FLUSH APPLICATIONS.
5. THE STEM:
A. SHALL BE MACHINED FROM 316 STAINLESS STEEL.
B. SHALL BE DESIGNED TO WITHSTAND TWICE THE RATED OUTPUT OF THE OPERATOR.
C. SHALL HAVE STEM GUIDES TO LIMIT THE L/r OF THE STEM TO 280.
D. SHALL HAVE STEM COLLARS, WHERE SHOWN, TO RESTRICT TRAVEL OF THE GATE DISC.
E. SHALL HAVE A STEM COVER AS SHOWN.
6. THE GATE DISC SHALL BE ALUMINUM PLATE, MINIMUM 0.25 INCH THICK, AND SHALL BE STIFFENED WITH EXTRUDED ALUMINUM
CHANNELS TO LIMIT DEFLECTION TO 1/360, OR LESS, OF THE SPAN.
7. SURFACES OF THE GUIDES IN CONTACT WITH CONCRETE SHALL RECEIVE A SHOP COAT OF BITUMASTIC PAINT.
8. THE OPERATOR:
A. HAND WHEEL AND LIFT NUT TYPE 01 OPERATOR:
1. THE LIFT NUT SHALL BE MACHINED FROM BRONZE.
2. ALL COMPONENTS OF THE OPERATOR SHALL BE OF NONFERROUS MATERIAL.
3. FRICTION REDUCING BEARINGS SHALL BE USED FOR MAIN AND REVERSE THRUST APPLICATIONS.
B. SHALL BE CAPABLE OF OVERCOMING GATE STARTING FRICTION USING 40 POUND MAXIMUM PULL ON HAND.
9. THE SLIDE GATE SHALL BE TUF GATE AS MANUFACTURED BY THOMPSON FABRICATING COMPANY BIRMINGHAM, ALABAMA) OR EQUAL.
SLIDE GATE DETAILS
REVISION DATE - NOVEMBER 3, 2008
MYL
m
OPERATOR AND STEM COVER
316 SS
STIFFENER
CL 1/4" 316 SS SLIDE GATE DISC
BULB SEAL
K8Plm3
TOP OF
CONCRETE
UMINUM HAND
F
EEL ACME STIFFENER SIZE & SPACING -
EM AS REQUIRED BY
CALCULATIONS
MIN.
SELF -DRILL TYPE ANCHOR WITH
" STAINLESS STEEL HEX HEAD BOLT &
WASHER ON BOTTOM OR TOP
APPLICATIONS
NONSHRINK GROUT 1"
SECTION H -H
36
30
12
6
WEIR GATE
SELF CONTAINED/ FACE — MOUNTED
WEDGE TYPE STAINLESS STEEL
EXPANSION BOLTS ON SIDES
e
z1"
z
0
z UHMWPE ANTI -
FRICTION GUIDES
316 SS SLIDE GATE GUIDE
WEIR GATE DETAILS
REVISION DATE - NOVEMBER 3, 2008
a�
3" MIN. "
- 316 STAINLESS STEEL STEM
COLLAR WITH STAINLESS
STEEL SET SCREW
7­1
HEIGHT
BULB SEAL
Al m-IMAIIIIIIIIIIIIIIIININ
SECTION G -G
SLIDE GATE DISC
1/4" 316 SS
GATE SCHEDULE
II
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0
0
0
OP ING
WIDTH
G ►
WH
DIMENSIONS
o
0
0
o
0
GATE O.
SHEET O.
11
PE
WIDTH
L
F E
PERA TOR
I
C -301
H WORKS FACILITY SCREEN INFLUENT
0 0 0
WEIR GATE
SELF CONTAINED/ FACE — MOUNTED
WEDGE TYPE STAINLESS STEEL
EXPANSION BOLTS ON SIDES
e
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z
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FRICTION GUIDES
316 SS SLIDE GATE GUIDE
WEIR GATE DETAILS
REVISION DATE - NOVEMBER 3, 2008
a�
3" MIN. "
- 316 STAINLESS STEEL STEM
COLLAR WITH STAINLESS
STEEL SET SCREW
7­1
HEIGHT
BULB SEAL
Al m-IMAIIIIIIIIIIIIIIIININ
SECTION G -G
SLIDE GATE DISC
1/4" 316 SS
GATE SCHEDULE
NOTES;
I. ALL GATES SHALL BE TYPE 318 STAINLESS STEEL.
1 ALL GATE OPERATORS SHALL RAVE SQUARE NUT FOR CONNECTION TO APORTABLE DRILL OPERATOR.
REVISION DESCRIPTION
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DIMENSIONS
GATE O.
SHEET O.
LOCATION
PE
WIDTH
HEIGHT
F E
PERA TOR
I
C -301
H WORKS FACILITY SCREEN INFLUENT
SLIDE
351'
60 ""
E EDDED
MANUAL
2
C -301
HEADWORKS FACILITY SCREEN INFLUENT
SLIDE
38'"
80'"
EMBEDDED
MANUAL
3
C -301
H -- WORKS FACILITY SCREEN EFFLUENT
SLIDE
38°"
80'"
EMBEDDED
MANUAL
C -301
H -- WORKS FACILITY SCREEN EFFLUENT
SLIDE
36"
80'"
EMBEDDED
MANUAL
5
C -301
GRIT REIMOVAL SYSTEM INFLUENT
SLIDE
36"
48'"
EMBEDDED
MANUAL
3
C -301
GRIT REIMOVAL SYSTEM INFLUENT
SLIDE
36"
48'"
ENSEDDED
MANUAL
7
C -301
GRIT REMOVAL SYSTEM EFFLUENT
SLIDE
36"
48'"
EMBEDDED
MANUAL
8
C -301
GRIT REMOVAL SYSTEM EFFLUENT
SLIDE
36,
'48"
ENEEDDED
MANUAL
C -401
OXIDATION DITCH EFFLUENT WEIR.
WEIR
l i`
2"
FACE
0
10
C -401
OXIDATION DITCH EFFLUENT WEIR
WEIR
l ` tf
2`
FACE
MANUAL
I I
C -401
OXIDATION DITCH EFFLUENT WEIR
WEIR
l ` tf
2`
FACE
MANUAL
12
C -401
OXIDATION DITCH EFFLUENT WEIR
WEIR
l ` i`'
2`
FACE
MANUAL
13
C -501
CLARIFIER SPLITTER BOX
WEIR
69,
48TT
FACE
MkNUAL
14
C -501
CLARIFIER SPUTTER BOX
WEIR
69,
48TT
FACE
NMUAL
15
C -601
R PUNP STATION WET WELL
TELE.
14"
DIA.
FREE
NIIANUAL
C-601
R PUNP STATION WET WELL
TELE.
14"
DA
FREE
I MkNUAL
NOTES;
I. ALL GATES SHALL BE TYPE 318 STAINLESS STEEL.
1 ALL GATE OPERATORS SHALL RAVE SQUARE NUT FOR CONNECTION TO APORTABLE DRILL OPERATOR.
REVISION DESCRIPTION
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C -206

NOTES:
1. BOLT CIRCLE IN 1/2" PLATE AND BOLT
DIAMETER SHALL BE SET IN
ACCORDANCE WITH BOLT CIRCLE OF PIPE
FLANGE AND FLANGE BOLTS.
2. RADIUS OF 1/2" PLATE SHALL BE SET
BY RADIUS OF PIPE O.D.
3. ALL WELDS SHALL BE GROUND SMOOTH.
12"
4 TYP.
SEE NOTE #1 6"
I
SEE NOTE #2
1/2" PLATE COAT o
WITH BITUMINOUS o 0
MATERIAL (TYP.)
3/4" PLATE 3"
T
3/8" YP.
A.-
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PIPE SIZE AND TYPE
PER PLANS
PIPE 1/2" U -BOLT 3/4" STEEL STEEL PIPE SUPPORT
WITH NUT TO MATCH PIPE SIZE
SHANK TO FIT INTO STAND PIPE -
STAND PIPE 4" STAND PIPE
2 1/2-
3/4" PLATE 11 3/4" NON SHRINK
GROUT
P e e d..
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14 C O
d a d ; .
d ae d
d.
6" TYP 3/4" 0 EXP. BOLTS
SLAB OR FLOOR EMBED 8" MIN. 6" TYP.
REINFORCEMENT
SLAB OR FLOOR
CONCRETE SLAB REINFORCEMENT
METAL PIPE SUPPORT DETAIL
REVISION DATE - NOVEMER 3, 2008
CONCRETE DECK ABOVE
3/4" SELF DRILL ANCHOR WITH
3/4" STAINLESS STEEL ALL — THREAD
1/2" STEEL PLATE
5/8" S.S. EXPANSION 1 "HOLES
BOLTS IN 3/4" HOLES
STANDARD PIPE SUPPORT
NTS
PIPE SIZE AND
TYPE PER PLANS
THREADED PIPE
EXTENSION FOR
HEIGHT ADJUSTMENT
1/2" STEEL PLATE, "-5/8" S.S.
BASE STAND EXPANSION BOLTS
IN 3/4" HOLES
ADJUSTABLE PIPE SUPPORT
NTS
PIPE STAND
REVISION DATE - JANUARY 2, 2007
6" MIN.—
#4 TIES
• 4 e
#4 at 6" E.W.E.F.
CONCRETE e ° 3" MIN.
FLOOR SLAB a' DEPTH
c a
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GROUT #4 REBAR IN 0 2"
HOLES WITH NON- SHRINK
GROUT (TYP.)
ADJUSTABLE Ill STEEL YOKE
PIPE ROLL, GRINNELL FIGURE 181,
B —LINE FIGURE 3110, OR EQUAL
8" DIAMETER DI FORCE M
I I
I I
d "e
NEOPRENE PAD TIES
PROTECTION SADDLE, GRINNELL
FIGURE 162, B —LINE FIGURE
B3162, OR EQUAL I I
PIPE DIAMETEl
PIPE HANGER DETAIL
NOT TO SCALE
ANCHOR SPECIFICATIONS
1. ANCHORS SHALL BE SELF -DRILL TYPE, AS MANUFACTURED BY RAMSET /RED HEAD OR EQUAL.
ANCHORS SHALL BE DESIGNED TO BE DRILLED INTO CONCRETE WITH THE ANCHOR INSERT
ACTING AS A DRILL BIT. ANCHORS SHALL BE DESIGNED FOR A MINIMUM ULTIMATE PULLOUT
OF 13,950 Ibs. BASED ON 4713 PSI CONCRETE WITH 3/4" AGGREGATE. ANCHORS SHALL BE
INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
2. IF REINFORCEMENT IS ENCOUNTERED DURING DRILLING OF ANCHORS, DRILLING OPERATION
SHALL STOP AND THE HOLE SHALL BE REPAIRED. THE CONCRETE SURFACE SHALL BE CLEANED
WITH A STIFF BRUSH AND THE HOLE SHALL BE VACUUM CLEANED TO REMOVE DUST. FILL
VOID WITH A HIGH - MODULUS, HIGH - STRENGTH STRUCTURAL EPDXY PASTE ADHESIVE, SUCH
AS THE 'NEAT' FORM OF SIKAD UR 31, HI -MOD GEL, OR AN APPROVED EQUAL. NEW HOLE
SHALL BE DRILLED 3 INCHES AWAY.
10' -0" MAX. (TYP.)
BARBED WIRE (3 STRANDS)
No.9 GAUGE WIRE -
2" MESH (TYP.)
CORE SIZE
LINK -SEAL MODEL NO.
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24"
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5/8" S.S. EXPANSION 1 "HOLES
BOLTS IN 3/4" HOLES
STANDARD PIPE SUPPORT
NTS
PIPE SIZE AND
TYPE PER PLANS
THREADED PIPE
EXTENSION FOR
HEIGHT ADJUSTMENT
1/2" STEEL PLATE, "-5/8" S.S.
BASE STAND EXPANSION BOLTS
IN 3/4" HOLES
ADJUSTABLE PIPE SUPPORT
NTS
PIPE STAND
REVISION DATE - JANUARY 2, 2007
6" MIN.—
#4 TIES
• 4 e
#4 at 6" E.W.E.F.
CONCRETE e ° 3" MIN.
FLOOR SLAB a' DEPTH
c a
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GROUT #4 REBAR IN 0 2"
HOLES WITH NON- SHRINK
GROUT (TYP.)
ADJUSTABLE Ill STEEL YOKE
PIPE ROLL, GRINNELL FIGURE 181,
B —LINE FIGURE 3110, OR EQUAL
8" DIAMETER DI FORCE M
I I
I I
d "e
NEOPRENE PAD TIES
PROTECTION SADDLE, GRINNELL
FIGURE 162, B —LINE FIGURE
B3162, OR EQUAL I I
PIPE DIAMETEl
PIPE HANGER DETAIL
NOT TO SCALE
ANCHOR SPECIFICATIONS
1. ANCHORS SHALL BE SELF -DRILL TYPE, AS MANUFACTURED BY RAMSET /RED HEAD OR EQUAL.
ANCHORS SHALL BE DESIGNED TO BE DRILLED INTO CONCRETE WITH THE ANCHOR INSERT
ACTING AS A DRILL BIT. ANCHORS SHALL BE DESIGNED FOR A MINIMUM ULTIMATE PULLOUT
OF 13,950 Ibs. BASED ON 4713 PSI CONCRETE WITH 3/4" AGGREGATE. ANCHORS SHALL BE
INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
2. IF REINFORCEMENT IS ENCOUNTERED DURING DRILLING OF ANCHORS, DRILLING OPERATION
SHALL STOP AND THE HOLE SHALL BE REPAIRED. THE CONCRETE SURFACE SHALL BE CLEANED
WITH A STIFF BRUSH AND THE HOLE SHALL BE VACUUM CLEANED TO REMOVE DUST. FILL
VOID WITH A HIGH - MODULUS, HIGH - STRENGTH STRUCTURAL EPDXY PASTE ADHESIVE, SUCH
AS THE 'NEAT' FORM OF SIKAD UR 31, HI -MOD GEL, OR AN APPROVED EQUAL. NEW HOLE
SHALL BE DRILLED 3 INCHES AWAY.
10' -0" MAX. (TYP.)
BARBED WIRE (3 STRANDS)
No.9 GAUGE WIRE -
2" MESH (TYP.)
MIIV.
(TYP.)
CHAIN LINK FENCE DETAIL
REVISION DATE - NOVEMBER 3, 2008
CONCRETE PIPE SUPPORT
NOVEMBER 3, 2008
PRIME COAT
(REQUIRED FOR ASPHALT
THICKNESSES LESS THAN 4 ")
FULL DEPTH ASPHALT PAVEMENT REPLACEMENT
NO SCALE
1 1/2" SF 9.5A
2 1/2" 1 19.08 l
EXISTING
ASPHALT
V -ll
2" RAD.
l�
DUCTILE IRON PIPF
NK -SEAL , MODEL S OR
PROVED EQUAL
CORE DRILLED HOLE
PIPE SIZE
CORE SIZE
LINK -SEAL MODEL NO.
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1�
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10"
1�
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12"
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20"
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18"
24"
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30"
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CHAIN LINK FENCE DETAIL
REVISION DATE - NOVEMBER 3, 2008
CONCRETE PIPE SUPPORT
NOVEMBER 3, 2008
PRIME COAT
(REQUIRED FOR ASPHALT
THICKNESSES LESS THAN 4 ")
FULL DEPTH ASPHALT PAVEMENT REPLACEMENT
NO SCALE
1 1/2" SF 9.5A
2 1/2" 1 19.08 l
EXISTING
ASPHALT
V -ll
2" RAD.
l�
DUCTILE IRON PIPF
NK -SEAL , MODEL S OR
PROVED EQUAL
CORE DRILLED HOLE
PIPE SIZE
CORE SIZE
LINK -SEAL MODEL NO.
4"
8"
LS -400
6"
10"
LS -400
8"
12"
LS -400
12"
16"
LS -425
16"
20"
LS -425
18"
24"
LS -525
24"
30"
LS -575
NOTES:
1. DO NOT GROUT LINK -SEAL IN PLACE
2. LINK -SEAL SIZE FOR WALL SLEEVES WILL VARY FROM TABLE
3. OTHER PIPE SIZES SHALL BE PER MANUFACTURERS SPECIFICATIONS
LINK -SEAL DETAIL - CORED OR CAST HOLES
REVISION DATE - NOVEMBER 3, 2008
ASPHALT PAVEMENT DETAIL
1/2- RAD.
'FINISH GRADE JOINT
SEALE
I
1.0000 -
6"
NOT TO SCALE
CONCRETE PAD T2" X 2" KEYWAY
. e. MIN .< d < G e e
�.
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2" MIN.
CONSTRUCTION JOINT J
20' -0" O.C. EACH WAY
\-6" MIN. COMPACTED
6x6x2.9x2.9 WWF ABC (100% PROCTOR)
CONCRETE PAD SECTION
REVISION DATE - NOVEMBER 3, 2008
/q GUTTER
`SURFACE
TOOLED CONTRACTION JOINTS ® 10' O.C.
L—► A
FILLERS �I� ���
EXPANSION JOINTS ® 30' O.C. AND
8" MIN. COMPACTED ABC-/ ADJACENT TO ALL RIGID OBJECTS
COMPACTED SUBGRADE
SECTION A -A CONSTRUCTION NOTES:
1. CURB SHALL BE CONSTRUCTED WITH CLASS B 4000 psi CONCRETE.
2. SURFACE SHALL BE GIVEN A LIGHT BROOM FINISH WITH THE BRUSH
MARKS PARALLEL TO THE CURB.
3. FILL AND SEAL THE TOP 1/2" OF EXPANSION JOINTS AND TOP 1"
OF CONTRACTION JOINTS WITH APPROVED JOINT SEALING COMPOUND.
4. REFERENCE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES, SECTION 846 -3.
CONCRETE CURB & GUTTER (1' -611)
NOT TO SCALE
REVISION DATE - NOVEMBER 3, 2008
1/2" EXPANSION JOINT r— B
N
A
PLAN
5'
4" CONCRETE SIDEWALK FINISH GRADE
SLOPE 1 /4" PER FOOT
... ......•• -
RREMM5,
4" MIN. COMPACTED ABC
SECTION B -B
BROOM FINISH SURFACE
PERPENDICULAR TO DIRECTION
OF TRAFFIC
V -SHAPED
TOOLED JOINT
1/8" TO 1/4"
JOINT SEALER 1/8" RADIUS 1
11/2" JOINT FILLER 11/2"
EXPANSION JOINTS ® SIDEWALK GROOVE
30' O.C. & ADJACENT JOINTS SPACING AT
TO ALL RIGID OBJECTS WIDTH OF SIDEWALK
SECTION A -A
CONSTRUCTION NOTES:
1. CURB SHALL BE CONSTRUCTED WITH CLASS B 4000 PSI CONCRETE.
2. SIDEWALK SURFACE SHALL BE GIVEN A LIGHT BROOM FINISH WITH THE BRUSH
MARKS PERPENDICULAR TO THE CURB.
3. CURB SHALL BE GIVEN LIGHT BROOM FINISH PARALLEL TO CURB LINE.
CONCRETE SIDEWALK
4,000 PSI CONC. SL
FINISHED GRADE I
N
0
PROPOSED 1 1/2" SF 9.5A
ASPHALT SURFACE OVERLAY,
INCLUDING ASPHALT CRACK
SEALANT
NOT TO SCALE
REVISION DATE - NOVEMBER 3, 2008
SF 9.5A ASPHALTIC CONCRETE
1' -0" 6"
ASPHALT
�
AREA
SURFACE
INTERMEDIATE
STONE
a
COURSE
COURSE
BASE
HEAVY DUTY
1 -1/2"
2 -1/2"
81'
LIGHT DUTY
2 -1/2"
~
6"
ASPHALT PAVEMENT DETAIL
1/2- RAD.
'FINISH GRADE JOINT
SEALE
I
1.0000 -
6"
NOT TO SCALE
CONCRETE PAD T2" X 2" KEYWAY
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2" MIN.
CONSTRUCTION JOINT J
20' -0" O.C. EACH WAY
\-6" MIN. COMPACTED
6x6x2.9x2.9 WWF ABC (100% PROCTOR)
CONCRETE PAD SECTION
REVISION DATE - NOVEMBER 3, 2008
/q GUTTER
`SURFACE
TOOLED CONTRACTION JOINTS ® 10' O.C.
L—► A
FILLERS �I� ���
EXPANSION JOINTS ® 30' O.C. AND
8" MIN. COMPACTED ABC-/ ADJACENT TO ALL RIGID OBJECTS
COMPACTED SUBGRADE
SECTION A -A CONSTRUCTION NOTES:
1. CURB SHALL BE CONSTRUCTED WITH CLASS B 4000 psi CONCRETE.
2. SURFACE SHALL BE GIVEN A LIGHT BROOM FINISH WITH THE BRUSH
MARKS PARALLEL TO THE CURB.
3. FILL AND SEAL THE TOP 1/2" OF EXPANSION JOINTS AND TOP 1"
OF CONTRACTION JOINTS WITH APPROVED JOINT SEALING COMPOUND.
4. REFERENCE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES, SECTION 846 -3.
CONCRETE CURB & GUTTER (1' -611)
NOT TO SCALE
REVISION DATE - NOVEMBER 3, 2008
1/2" EXPANSION JOINT r— B
N
A
PLAN
5'
4" CONCRETE SIDEWALK FINISH GRADE
SLOPE 1 /4" PER FOOT
... ......•• -
RREMM5,
4" MIN. COMPACTED ABC
SECTION B -B
BROOM FINISH SURFACE
PERPENDICULAR TO DIRECTION
OF TRAFFIC
V -SHAPED
TOOLED JOINT
1/8" TO 1/4"
JOINT SEALER 1/8" RADIUS 1
11/2" JOINT FILLER 11/2"
EXPANSION JOINTS ® SIDEWALK GROOVE
30' O.C. & ADJACENT JOINTS SPACING AT
TO ALL RIGID OBJECTS WIDTH OF SIDEWALK
SECTION A -A
CONSTRUCTION NOTES:
1. CURB SHALL BE CONSTRUCTED WITH CLASS B 4000 PSI CONCRETE.
2. SIDEWALK SURFACE SHALL BE GIVEN A LIGHT BROOM FINISH WITH THE BRUSH
MARKS PERPENDICULAR TO THE CURB.
3. CURB SHALL BE GIVEN LIGHT BROOM FINISH PARALLEL TO CURB LINE.
CONCRETE SIDEWALK
4,000 PSI CONC. SL
FINISHED GRADE I
N
0
PROPOSED 1 1/2" SF 9.5A
ASPHALT SURFACE OVERLAY,
INCLUDING ASPHALT CRACK
SEALANT
NOT TO SCALE
REVISION DATE - NOVEMBER 3, 2008
SF 9.5A ASPHALTIC CONCRETE
1' -0" 6"
°d
1' -6" 1 \
PROVIDE CONTRACTION JOINTS AT
10' INTERVALS IN CONCRETE CURB.
PROVIDE EXPANSION JOINTS AT 60'
INTERVALS AND AT RIGID STRUCTURES.
18" VALLEY CURB
N.T.S.
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10' INTERVALS IN CONCRETE CURB.
PROVIDE EXPANSION JOINTS AT 60'
INTERVALS AND AT RIGID STRUCTURES.
18" VALLEY CURB
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EXISTING ASPHALT PROPOSED BITUMINOUS
SURFACE (TYPICAL) TACK COAT TO BE PLACED
ON EXISTING ASPHALT
SURFACEI
EXISTING ASPHALT NOTE:
BINDER COURSE CRACKS WITH A MEAN WIDTH GREATER THAN 0.25"
(TYPICAL) SHALL BE CLEANED OF ALL DIRT, GRASS, DEBRIS,
ETC. PRIOR TO ASPHALT SEALANT BEING APPLIED
ASPHALT OVERLAY DETAIL
NO SCALE
1 1 -24 -13 RAB
NO. DATE BY
ADDENDUM 2 DATED 12/11/2012
REVISION DESCRIPTION
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8„ 6' -0" 8"
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5 TREADS (TYP.) 5 TREADS (TYP.)
8' -0" t LANDING 4 " -0" MIN. 6' -0"
1' -6 (VERIFY IN FIELD DURING CONSTRUCTION) (VERIFY IN FIELD DURING CONSTRUCTION)
"
(TYP.)
CONCRETE WALL
3/16 "0 S.S. ROUND
HD. MACH. SCREW —
ALUM. I —BAR
1 1/2"
f
STANDARD HOLD—/
DOWN CLIP
EXTRUDED
ALUM. FRAME
AS REQUIRED EQUAL WIDTH TREADS 3' -0" EQUAL WIDTH TREADS
3' -0" MIN. I~ 11" MIN. I MIN. 1 11" MIN.
NOTE: MINIMUM STAIR
WIDTH SHALL BE 3' -0"
NON —SLIP GRATING
AT LANDING (TYP)
ALUMINUM SEE HANDRAIL DETAILS.
STRINGERS
3 "0 ALUMINUM — (1) TREAD
POSTS (4) 12
3/4" ANCHOR BOLT, WELDED BASE
PLATE, GROUT PAD, LEVELING AL NON SLIP EADRFACE
NUTS AND WASHERS (TYP)
II II II II II II II II 6" MIN. TYP.
u u \i\ u u \� \i \� \i \� \i�1 = 0" M I N. u u
24" x 24" x 1'6" DEEP CONCRETE FOOTING
REINFORCE W/ #4 @ 6" EW AND 3" MIN.
CLEARANCE BOTTOM AND SIDES (TYP)
REVISION DATE -JUNE 14, 2010
EQUAL HEIGHT RISERS 12' -0" MAX. RISE
7" MAX. BETWEEN LANDINGS
EQUAL HEIGHT RISERS 12' -0" MAX. RISE
7" MAX. BETWEEN LANDINGS
4" THICK CONCRETE LANDING PAD
REINFORCED W/ 6X6 — 10/10 WELDED WIRE
FABRIC. PLACE SLAB ON 4" COMPACTED
CABC WITH 8" TURN DOWN ON ALL SIDES.
NOTES:
1. STAIR RISER HEIGHTS SHALL BE 7 INCHES MAXIMUM AND 4 INCHES MINIMUM. STAIR
TREAD DEPTHS SHALL BE 11 INCHES MINIMUM.
2. STAIR TREADS AND RISERS SHALL BE OF UNIFORM SIZE AND SHAPE. THE TOLERANCE
BETWEEN THE LARGEST AND SMALLEST RISER HEIGHT OR BETWEEN THE LARGEST AND
SMALLEST TREAD DEPTH SHALL NOT EXCEED 0.375 INCH IN ANY FLIGHT OF STAIRS.
TYPICAL EXTERIOR STAIR DETAIL
REVISION DATE -JUNE 14, 2010
TENSION WHEEL —\
TENSION
END
BRACKET
REMOVABLE STOPS
GUIDE—
CURTAIN —
1
1' -4"
3'
-8"
1 1/4"
4'
-2"
1 1/2"
4'
-8"
1 3/4"
.I
-2"
E .
5'
-8"
2 1 4"
6'
-2"
2 1/2"
�
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Q
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z
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z
SEE HANDRAIL DETAILS.
(D
0
2
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O
SIDEWALK
1' -4"
O
N
1 0
0
0
0
C)
U
u
IF(TYP.)
•'
CONNECT TO
s '�',;
x Jet~': "' " " %` :'
CONC. CHEEKWALL
EXISTING SIDEWALK
j1 '
1
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BEYOND (BOTH SIDES)
.'i
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CORE DRILL POST HOLE 6"
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THAN PIPE POST DIAMETER)
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7
•
N
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2
#30 ®EACH
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NOSING (TYP.)
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3
(TYP.) 3" CL.
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,: �.;'..'
v
PROPOSED 5' -0„
�'
SIDEWALK
18" CONCRETE
8
CONCRETE STEPS
f
TTER
NCDOT STD. 844.01
i
4
6 x 6 W1.4 x W1.4
•`��:
L�U
W.W.F. (TYP.)
�%s.`•
,'
NOTES'
1. HANDRAILS TO BE SET IN THE CENTER OF THE 8" WIDE CHEEKWALL.
•':•'A•'
W1.4 x W1.4
5
2. PROPOSED SIDEWALK UP BANK TO HAVE THREE (3) LANDINGS AT 9't LONG.
'..,
::`••`'
W.W.F. (TYP.)
EXPANSION JOINT
• ,
(TYP.)
3. STEPS TO BE 6' -0" WIDE.
4.1,
4. STAIR RISER HEIGHTS SHALL BE 7 INCHES MAXIMUM AND 4 INCHES MINIMUM. STAIR
TREAD DEPTHS SHALL BE 11 INCHES MINIMUM.
6
5. STAIR TREADS AND RISERS SHALL BE OF UNIFORM SIZE AND SHAPE. THE TOLERANCE
BETWEEN THE LARGEST AND SMALLEST RISER HEIGHT OR BETWEEN THE LARGEST AND
SMALLEST TREAD DEPTH SHALL NOT EXCEED 0.375 INCH IN ANY FLIGHT OF STAIRS.
7
CONCRETE STEPS AND PIPE RAILING DETAIL
AS REQUIRED EQUAL WIDTH TREADS 3' -0" EQUAL WIDTH TREADS
3' -0" MIN. I~ 11" MIN. I MIN. 1 11" MIN.
NOTE: MINIMUM STAIR
WIDTH SHALL BE 3' -0"
NON —SLIP GRATING
AT LANDING (TYP)
ALUMINUM SEE HANDRAIL DETAILS.
STRINGERS
3 "0 ALUMINUM — (1) TREAD
POSTS (4) 12
3/4" ANCHOR BOLT, WELDED BASE
PLATE, GROUT PAD, LEVELING AL NON SLIP EADRFACE
NUTS AND WASHERS (TYP)
II II II II II II II II 6" MIN. TYP.
u u \i\ u u \� \i \� \i \� \i�1 = 0" M I N. u u
24" x 24" x 1'6" DEEP CONCRETE FOOTING
REINFORCE W/ #4 @ 6" EW AND 3" MIN.
CLEARANCE BOTTOM AND SIDES (TYP)
REVISION DATE -JUNE 14, 2010
EQUAL HEIGHT RISERS 12' -0" MAX. RISE
7" MAX. BETWEEN LANDINGS
EQUAL HEIGHT RISERS 12' -0" MAX. RISE
7" MAX. BETWEEN LANDINGS
4" THICK CONCRETE LANDING PAD
REINFORCED W/ 6X6 — 10/10 WELDED WIRE
FABRIC. PLACE SLAB ON 4" COMPACTED
CABC WITH 8" TURN DOWN ON ALL SIDES.
NOTES:
1. STAIR RISER HEIGHTS SHALL BE 7 INCHES MAXIMUM AND 4 INCHES MINIMUM. STAIR
TREAD DEPTHS SHALL BE 11 INCHES MINIMUM.
2. STAIR TREADS AND RISERS SHALL BE OF UNIFORM SIZE AND SHAPE. THE TOLERANCE
BETWEEN THE LARGEST AND SMALLEST RISER HEIGHT OR BETWEEN THE LARGEST AND
SMALLEST TREAD DEPTH SHALL NOT EXCEED 0.375 INCH IN ANY FLIGHT OF STAIRS.
TYPICAL EXTERIOR STAIR DETAIL
REVISION DATE -JUNE 14, 2010
TENSION WHEEL —\
TENSION
END
BRACKET
REMOVABLE STOPS
GUIDE—
CURTAIN —
�18�
BOTTOM BAR A \_PVC WEATHERSTRIP
SECTION A -A
10' -0" N. T. S.
10' -8"
OVERHEAD COILING DOOR DETAIL
N. T. S. REVISION DATE - MARCH 24, 2011
6" SCH. 40 STEEL
PIPE FILLED WITH C
WITH PLASTIC BOLL
SLEEVE 6 5/8" DIP
HIGH X 1/4" THICK
EXISTING
GROUND
CONCRETE
2"
SHOP WELD 3/16" ALUM. BAR
TO END OF FRAME
EDGE OF CONCRETE
GRATING FRAME
EMBEDDED GRATING FRAME
1 /4"
ALUM. STRIATED
BANDING BAR
d d
° d BENT ALUM. BAR 1 "x1/4" SHOP
WELDED TO FRAME ON 24" CENTERS
ad. a d d
4 p d
EMBEDDED FRAME
SPECIFICATIONS FOR GRATING
GRATING SHALL BE FABRICATED OF ALUMINUM I— SHAPED BARS, ALLOY 6061 —T6, WITH
SWAGED CROSS BARS SPACED ON 4" CENTERS. BEARING BARS SHALL BE SPACED ON
1-3/16" CENTERS. TOP SURFACE OF BEARING BARS SHALL BE STRIATED TO PROVIDE A
NONSLIP SURFACE.
GRATING SHALL SUPPORT A MINUMUM LIVE LOAD OF 150 LBS PER SQUARE FOOT OR A
CONCENTRATED LOAD OF 250 LBS AT THE CENTER OF THE SPAN WITH A DEFLECTION
OF NOT MORE THAN 1/360 OF THE SPAN MAXIMUM FIBER STRESS SHALL NOT EXCEED
THAT ALLOWED BY THE ALUMINUM ASSOCIATION. MINIMUM DEPTH SHALL BE 1 -1/4 ".
STANDARD INSTALLATION CLEARANCES AND TOLERANCES SHALL CONFORM TO THE
REQUIREMENTS OF THE CURRENT METAL BAR GRATING MANUAL PUBLISHED BY THE
NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS.
INSTALL ALUMINUM CLAMPS OR CLIPS TO ANCHOR GRATING AND PLANKING TO
SUPPORTS. A MINIMUM OF FOUR FASTENERS IS REQUIRED PER PANEL UNLESS
OTHERWISE NOTED ON THE DRAWINGS. CLIPS SHALL NOT PROTRUDE ABOVE THE TOP
OF THE GRATING.
CUTOUTS FOR CIRCULAR OBSTRUCTIONS TO BE AT LEAST 2" LARGER IN DIAMETER THAN
THE OBSTRUCTION. CUTOUTS FOR ALL PIPING 4" OR LESS IN DIAMETER TO BE MADE IN
THE FIELD. ALL OPENINGS WHERE MORE THAN FOUR BEARINGS BARS ARE CUT SHALL
BE BANDED WITH BAR THE SAME DEPTH AS THE BEARING BARS. THE ENDS OF ALL
GRATING AND PLANKING PANELS SHALL BE BANDED.
SHELF ANGLES SHALL BE ANCHORED TO CONCRETE WITH STAINLESS STEEL TYPE 316
WEDGE BOLTS.
ALUMINUM SURFACES IN CONTACT WITH CONCRETE OR DISSIMILAR METALS SHALL BE
PROTECTED WITH A COAT OF BITUMINOUS PAINT.
mmq
BOLLARD DETAIL
REVISION DATE - NOVEMBER 3, 2008
-BAR GRATING
(SEE PLANS)
3/16 "0 S.S. ROUND HD.
MACH. SCREW
ALUM. I —BAR
3/8"
p
1/4"
A
ALUM. STRIATED
BANDING BAR d.
a
d
3/8 "0 S.S. WEDGE
ALUM. L2 "x2 "x1/4" p ANCHORS ON 24" MAX.
CONTINUOUS CENTERS
'd
p.
4
ANGLE SUPPORT
LOAD CHART FOR ALUMINUM
I —BAR GRATING
1
GRATING
DEPTH
3'
-8"
1 1/4"
4'
-2"
1 1/2"
4'
-8"
1 3/4"
.I
-2"
E .
5'
-8"
2 1 4"
6'
-2"
2 1/2"
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BOTTOM BAR A \_PVC WEATHERSTRIP
SECTION A -A
10' -0" N. T. S.
10' -8"
OVERHEAD COILING DOOR DETAIL
N. T. S. REVISION DATE - MARCH 24, 2011
6" SCH. 40 STEEL
PIPE FILLED WITH C
WITH PLASTIC BOLL
SLEEVE 6 5/8" DIP
HIGH X 1/4" THICK
EXISTING
GROUND
CONCRETE
2"
SHOP WELD 3/16" ALUM. BAR
TO END OF FRAME
EDGE OF CONCRETE
GRATING FRAME
EMBEDDED GRATING FRAME
1 /4"
ALUM. STRIATED
BANDING BAR
d d
° d BENT ALUM. BAR 1 "x1/4" SHOP
WELDED TO FRAME ON 24" CENTERS
ad. a d d
4 p d
EMBEDDED FRAME
SPECIFICATIONS FOR GRATING
GRATING SHALL BE FABRICATED OF ALUMINUM I— SHAPED BARS, ALLOY 6061 —T6, WITH
SWAGED CROSS BARS SPACED ON 4" CENTERS. BEARING BARS SHALL BE SPACED ON
1-3/16" CENTERS. TOP SURFACE OF BEARING BARS SHALL BE STRIATED TO PROVIDE A
NONSLIP SURFACE.
GRATING SHALL SUPPORT A MINUMUM LIVE LOAD OF 150 LBS PER SQUARE FOOT OR A
CONCENTRATED LOAD OF 250 LBS AT THE CENTER OF THE SPAN WITH A DEFLECTION
OF NOT MORE THAN 1/360 OF THE SPAN MAXIMUM FIBER STRESS SHALL NOT EXCEED
THAT ALLOWED BY THE ALUMINUM ASSOCIATION. MINIMUM DEPTH SHALL BE 1 -1/4 ".
STANDARD INSTALLATION CLEARANCES AND TOLERANCES SHALL CONFORM TO THE
REQUIREMENTS OF THE CURRENT METAL BAR GRATING MANUAL PUBLISHED BY THE
NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS.
INSTALL ALUMINUM CLAMPS OR CLIPS TO ANCHOR GRATING AND PLANKING TO
SUPPORTS. A MINIMUM OF FOUR FASTENERS IS REQUIRED PER PANEL UNLESS
OTHERWISE NOTED ON THE DRAWINGS. CLIPS SHALL NOT PROTRUDE ABOVE THE TOP
OF THE GRATING.
CUTOUTS FOR CIRCULAR OBSTRUCTIONS TO BE AT LEAST 2" LARGER IN DIAMETER THAN
THE OBSTRUCTION. CUTOUTS FOR ALL PIPING 4" OR LESS IN DIAMETER TO BE MADE IN
THE FIELD. ALL OPENINGS WHERE MORE THAN FOUR BEARINGS BARS ARE CUT SHALL
BE BANDED WITH BAR THE SAME DEPTH AS THE BEARING BARS. THE ENDS OF ALL
GRATING AND PLANKING PANELS SHALL BE BANDED.
SHELF ANGLES SHALL BE ANCHORED TO CONCRETE WITH STAINLESS STEEL TYPE 316
WEDGE BOLTS.
ALUMINUM SURFACES IN CONTACT WITH CONCRETE OR DISSIMILAR METALS SHALL BE
PROTECTED WITH A COAT OF BITUMINOUS PAINT.
mmq
BOLLARD DETAIL
REVISION DATE - NOVEMBER 3, 2008
-BAR GRATING
(SEE PLANS)
3/16 "0 S.S. ROUND HD.
MACH. SCREW
ALUM. I —BAR
3/8"
p
1/4"
A
ALUM. STRIATED
BANDING BAR d.
a
d
3/8 "0 S.S. WEDGE
ALUM. L2 "x2 "x1/4" p ANCHORS ON 24" MAX.
CONTINUOUS CENTERS
'd
p.
4
ANGLE SUPPORT
LOAD CHART FOR ALUMINUM
I —BAR GRATING
MAXIMUM
SPAN
GRATING
DEPTH
3'
-8"
1 1/4"
4'
-2"
1 1/2"
4'
-8"
1 3/4"
5'
-2"
2"
5'
-8"
2 1 4"
6'
-2"
2 1/2"
3/16 "0 S.S. ROUND HD.
MACH. SCREW ALUM. I —BAR
PLANKING)
L MANUFACTURER'S STD. HOLD DOWN CLIP. OMIT
SUPPORT BEAM WHERE GRATING IS CONTINUOUS OVER BEAM. SUPPORT BEAM
(SEE PLANS FOR SIZE) (SEE PLANS FOR SIZE)
SUPPORT BEAM AT ENDS OF GRATING PANELS GRATING CONTINUOUS OVER SUPPORT BEAM
GRATING DETAILS
REVISION DATE - NOVEMBER 3. 2008
GRATING AT SUPPORT BEAMS
TYPICAL
NOTE: PIPE SIZE TO BE COORDINATED
WITH PROBE MANUFACTURER
LEVEL PROBE MOUNT
REVISION DATE - NOVEMBER 3, 2008
REVISION DESCRIPTION
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C -208

CONSTRUCTION SCHEDULE FOR EROSION CONTROL MEASURES
GENERAL: ALL EROSION CONTROL MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE WITH REQUIREMENTS OF THE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES. THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE
COMPLIED WITH FOR ALL WORK.
1. OBTAIN EROSION CONTROL PERMIT FROM NCDENR.
2. INSTALL ALL EROSION CONTRL MESAURES AS REQUIRED BY NCDENR AND AS SHOWN ON THE PLANS.
3. OBTAIN CERTIFICATE OF COMPLIANCE THROUGH ON —SITE INSPECTION BY A REPRESENTATIVE OF NCDENR.
4. PROCEED WITH DEMOLITION, GRADING, CONSTRUCTION OF PLANT STRUCTURES AND PIPING.
5. SEED AND MULCH DENUDED AREAS IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. ALL SEEDING SHALL BE
MAINTAINED, WATERED, ETC., UNTIL A PERMANENT VEGATATIVE GROUND COVER IS ESTABLISHED OVER ALL DISTURBED AREAS.
ALL SLOPES 2:1 OR STEEPER SHALL BE COVERED BY EROSION CONTROL MATTING.
6. REMOVE INTERNAL EROSION CONTROL MEASURES INCLUDING TEMPORARY DITCHES AND TEMPORARY SKIMMER BASIN #3, AS CONTRIBUTING
DRAINAGE AREA IS STABILIZED. APPROVAL FROM NCDENR AND ENGINEER IS REQUIRED PRIOR TO REMOVING ANY EROSION CONTROL MEASURE.
7. MAINTAIN PERIMETER SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
8. REQUEST A FINAL APPROVL BY NCDENR.
9. REMOVE PERIMETER SOIL EROSION CONTROL MEAURES AND STABILIZE THESE AREAS.
TEMPORARY SEEDING SPECIFICATION
SEEDING MIXTURE:
SPECIES RATE (lb/acre)
RYE (grain) 120
SEEDING DATES:
AUG 15 TO DEC 30
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY
2000 Ib/ac GROUND AGRICULTURAL LIMESTONE AND
750 Ib ac 10 -10 -10 FERTILIZER.
MULCH:
APPLY 40001b /ac STRAW. ANCHOR STRAW BY TACKING
w/ ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
A DISK w/ BLADES SER NEARLY STRAIGHT CAN BE USED
AS A MULCH ANCHORING TOOL.
MAINTENANCE:
RE— FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE, RE —SEED,
RE— FERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION
OR OTHER DAMAGE.
SEEDING MIXTURE:
SPECIES RATE (lb/acre)
TALL FESCUE 100
SERICEA LESPENDEZA 30
KOBE LESPENDEZA 10
MULCH:
APPLY 4000 Ib /ac GRAIN STRAW OR EQUIVALENT COVER OF
ANOTHER SUITABLE MULCHING MATERIAL, ANCHOR MULCH BY
TACKING w/ ASPHALT, ROVING OR NETTING, NETTING IS THE
PREFERRED ANCHORING METHOD ON STEEP SLOPES.
MAINTENANCE:
MOW NO MORE THAN ONCE A YEAR, RE— FERTILIZE IN THE
SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE.
RE —SEED, RE— FERTILIZE, RE —MULCH DAMAGED AREAS IMMEDIATELY.
DITCH /OPEN AREA PERMANENT SEEDING SPECIFICATION
SEEDING MIXTURE:
SPECIES RATE (Ib /ac)
TALL FESCUE 250 1 Ib /1000 sq ft)
KENTUCKY BLUEGRASS 50 (1 Ib /1000 sq ft)
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:
APPLY LIME AND FERTILIZE ACCORDING TO SOIL TEST, OR APPLY
4000 Ib /ac GROUND AGRICULTURAL LIMESTONE AND 1200 Ib /ac
10 -10 -10 FERTILIZER.
MULCH:
USE CHANNEL LINING MATERIAL TO COVER THE BOTTOM OF DITCHES.
NURSE PLANTS: THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH
BETWEEN MAY 1 AND AUG 15, ADD 101b /ac GERMAN MILLET OF FLOW. ON CHANNEL SIDE SLOPES ABOVE THE HEIGHT, AND IN
OR 15 Ib /ac SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG 15, DRAINAGES NOT REQUIRING TEMPORARY LININGS, APPLY 4000 Ib /ac
ADD 40 Ib /ac RYE (GRAIN). IT MAY BE BENEFICIAL TO PLANT THE GRAIN STRAW AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP.
GRASSES IN LATE SUMMER AND OVERSEED THE LESPENDEZAS
IN MARCH. MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH
SEEDING DATES:
BEST POSSIBLE
AUG 25 — SEPT 15 AUG 20 — OCT 25
FEB 15 — MAR 20 FEB 1 — APRIL
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR
APPLY 4000 Ib /ac GROUND AGRICULTURAL LIMESTONE AND
1200 Ib /ac 10 -10 -10 FERTILIZER.
DOWN SLOPE WHERE THEY CAN CLOG DRAINAGE DEVICES.
MAINTENANCE:
INSPECT AND REPAIR MULCH FREQUENTLY. RE— FERTILIZE IN LATE WINTER
ACCORDING TO SOIL TESTS OR APPLY 150 Ib /ac 10 -10 -10 FERTILIZER
(3 Ib /1000 sq ft). MOW REGULARLY TO A HEIGHT OF 2" TO 4 ".
NPDES GROUND COVER STABILIZATION TABLE
■ *,
NCDENR REVIEW COMMENTS
REVISION DESCRIPTION
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C -209

SKIMMER SEDIMENT BASIN SCHEDULE
BASIN
NUMBER
DISTURBED AREA
(ACRES)
LENGTH
(FT.)
WIDTH
(FT.)
DEPTH
(FT.)
TOP OF
DAM
ELEVATION
WATER
SURFACE
ELEVATION
BOTTOM
ELEVATION
WEIR
LENGTH
FT
SURFACE
AREA
SF
VOLUME
(CF)
SKIMMER
SIZE
IN.
ORIFICE
SIZE
IN.
1
4.29
102
51
3
349.5
348.0
345.0
20
5202
11799
3
1.75
2
2.19
80
39
3
354.5
353.0
350.0
20
3120
6471
2.5
1.25
3
0.38
33
16.5
2
349.5
348.0
346.0
5
545
736
1.5
0.5
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SKIMMER SEDIMENT BASIN SCHEDULE
REVISED FOR THIS PROJECT
FILTER
FABRIC
PLAN
- INFLOW
STRUCTURE BAFFLES
WATER
SURFACE
SEDIMENT
STORAGE DEWATERING
ZONE ZONE
SECTION
6" MIN. INVERT
ELEVATION OF
EMERGENCY "
SPILLWAY
TOP VIEW
1' FREEBOARD
EMBANKMENT
"C"
ENCLOSURE
WATER
ENTRY UNIT
I2I6- -1ll2[el t•LV7
no
6" HUMP TO DIVERT RUNOFF
FROM EXISTING ROAD
4'
36' MINIMUM
NOTES:
1. A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE
TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION SITE TO OR
FROM AN EXISTING ROAD.
2. STONE TO BE 2 - 3 INCH WASHED STONE RAILROAD BALLAST.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS
OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING
WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND /OR
CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC
STREETS MUST BE REMOVED IMMEDIATELY.
5. WHEN NECESSARY WHEELS MUST BE CLEANED TO REMOVE SEDIMENT
PRIOR TO ENTERING A PUBLIC STREET, WHEN WASHING IS REQUIRED,
'Y IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE
WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN.
EMERGENCY
SPILLWAY
END VIEW
SKIMMER DETAIL
REVISION DATE - NOVEMBER 3, 2008
FRONT VIEW
STABILIZED CONSTRUCTION ENTRANCE
NOTES:
BASIN
LENGTH.
cl)
SUPPORT ROPE OR WIRE
1. INLET ZONE (A) SHOULD HAVE 35% OF SURFACE
TO PREVENT SAGGING
AREA. FIRST CELL (B) SHOULD HAVE 25% OF
D
SURFACE AREA, SECOND CELL (C) SHOULD HAVE
102
25% OF SURFACE AREA AND THE OUTLET ZONE
STAKE TO
(D) SHOULD HAVE 15% OF SURFACE AREA.
SUPPORT WIRE
2. GRADE THE BASIN SO THAT THE BOTTOM IS
80
LEVEL FRONT TO BACK AND SIDE TO SIDE.
-
780
I II
3. STEEL POSTS SHOULD BE DRIVEN TO A DEPTH
I�f L L L L
OF 24 INCHES, SPACED A MAXIMUM OF 4 FEET
�_� L=
APART.
=1 I ICI 1= L L L
- III -I I= L L
4. DO NOT SPLICE FABRIC. USE ONE CONTINUOUS
-I I- L
PIECE ACROSS BASIN.
I-
5. INSPECT BAFFLES AT LEAST ONCE A WEEK AND
-111-
-I (-
III
AFTER EACH RAINFALL. MAKE ANY REPAIRS
=IIIa
IMMEDIATELY. REMOVE SEDIMENT DEPOSITS WHEN
}
IT REACHES HALF FULL.
a
6. REFERENCE NCDENR LAND QUALITY SECTION
z�
DESIGN MANUAL: 6.65.
O
INSTALL 19GA
HARDWARE CLOTH
AND STONE-,
#57 WASHED STONE
19 GA. HARDWARE
CLOTH WITH V4 " MESH
24" 16"
SUPPORT POSTS,
24" INTO BOTTOM OR SIDE
F8' MAX. FOR STD. STRENGTH FABRIC
WITH WIRE MESH REINFORCEMENT
COIR MESH OR SIMILAR, STAPLED OR
TRENCHED INTO BOTTOM OR SIDE
NOTE:
SEE TRAP SCHEDULE FOR BAFFLE SPACING.
eeee - ee�'
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POROUS BAFFLES
REVISED FOR THIS PROJECT
OUTLET ZONE
15% OF SURFACE
AREA (D)
a
G . °.
[I, ELI,
PLAN
OPENING
.Q
CATCH BASIN
A
32"
5" LONG HEAVY DUTY STEEL
T -POSTS SET 24" MIN. INTO
GROUND (MAX. 4' SPACING)
/-NO. 57 WASHED STONE
EXCAVATED AREA
FOR SEDIMENT
GROUND STORAGE
�5'f� T
NOTES:
1. ATTACH HARDWARE TO OUTSIDE OF FENCE POSTS WITH
APPROVED FASTENERS.
2. FILTERS SHALL BE INSPECTED WEEKLY AND AFTER EVERY RAIN
AND REPAIRED AS REQUIRED.
3. SEDIMENT SHALL BE REMOVED AFTER DEPOSITS REACH HEIGHT
OF BARRIER.
4. STEEL POSTS SHALL BE MINIMUM 1:33 POUND PER L.F. 5. REF:
NCDENR 6.51.1
INLET PROTECTION
REVISION DATE - NOVEMBER 3, 2008
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BASIN NO.
BASIN
LENGTH.
cl)
BAFFLE SPACING
A
B
C
D
1
102
4130
2950
2950
1770
2
80
1092
780
780
468
3
1 33
191
136
136
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24" MAX.
AT CENTER
FACE VIEW
STONE CHECK DAM:
STONE SHOULD BE PLACED OVER THE CHANNEL BANKS TO KEEP WATER
FROM CUTTING AROUND THE DAM. L = THE DISTANCE SUCH THAT POINTS
A AND B ARE OF EQUAL ELEVATION
THE FOLLOWING CRITERIA SHOULD BE USED WHEN DESIGNING A CHECK DAM:
- ENSURE THAT THE DRAINAGE AREA ABOVE THE CHECK DAM DOES NOT
EXCEED 2 ACRES.
- KEEP THE MAXIMUM HEIGHT AT 2 FT AT THE CENTER OF THE DAM.
- KEEP THE CENTER OF THE CHECK DAM AT LEAST 9 INCHES LOWER THAN
THE OUTER EDGES AT NATURAL GROUND ELEVATION.
- KEEP THE SIDE SLOPES OF THE DAM AT 2:1 OR FLATTER.
- STABILIZE OVERFLOW AREAS ALONG THE CHANNEL TO RESIST EROSION
CAUSED BY CHECK DAMS.
RIPRAP CHECK DAM
2 11/9/2012 GRH
NO. DATE BY
BID DOCUMENTS
REVISION DESCRIPTION
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2 „_ 5”
12"
(5cm- 12.5cm) (30cm)
10"
III CREEK WATER FLOW CREEK
�I F� 1 -1 /2„ (15cm) PIPE PIPE
PRECAST
METAL STAPLE 6„ CONCRETE SANDBAGS SANDBAGS CLASS B
BARRIER AT ANY
W (15cm) OPENINGS ON FACE RIPRAP
EROSION W
CONTROL .. ..
BLANKET - - - - I
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.................. ...............................
EXCAVATED CUT
SLOPE
EROSION CONTROL BLANKET
3
(
7.5cm
OR
r
COMPACTED FILL
r
SLOPE
STREAM BANK
EROSION
S
r
............... ...............................
TOP OF STREAM BANK
r
CONTROL
r
r \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ BLANKET
r
2•
7
r
NOTE: ALL DISCHARGE FROM EWATERING THE WORK
r
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PLAN
r r r r r r r r r r r r r r r r r r r r ��: ��:: �:: �::::: �:: � ::�:�:�:�::;�::�::�:�:�:�::.:..
q
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ .. AREA SHALL BE PUMPED TO EITHERATEMPORARY
r
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SEDIMENT TRAP OR DEWATERING SILT BAG PER DETAILS
� :::::::: :::::::::::.. F NOTES: CLASS B SANDBAGS
PRECAST RIPRAP ON FACE
• \�\/\ \ \ \ \ \ \ \� CONCRETE
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS RECP S INCLUDING ANY
( )� WATER LEVEL WATER LEVEL
NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. BARRIER FIELD VERIFY)
(FIELD VERIFY) PLASTIC LINER (
»
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 EXTENDED BEYOND THE UP —SLOPE PORTION OF THE TRENCH. OR ;:.�:;:::;:;:::;:;
» SANDBAGS
ANCHOR THE RECP'S WITH A ROW OF STAPLES STAKES APPROXIMATELY 12 APART IN THE BOTTOM
STAPLES/
STAKES ANY
OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO
OPENINGS
4:..
,f f
NOTES:
COMPACTED SOIL AND FOLD REMAINING 12 PORTION OF RECP'S BACK OVER SEED AND COMPACTED
SOIL. SECURE RECP'S OVER COMPACTED SOIL WITH A ROW OF STAPLES STAKES SPACED
STAPLES/
STAKES
INSTALLATION OF MATTING SHALL CONFORM TO MANUFACTURER'S REQUIREMENTS. APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE RECP'S.
STREAM
2. SEE GRADING PLAN FOR LOCATIONS OF CUT AND FILL SLOPES. 3. ROLL THE RECP'S DOWN OR HORIZONTALLY ACROSS THE SLOPE. RECP'S WILL UNROLL WITH 3 -o" MIN. BED
APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL RECP'S MUST BE SECURELY FASTENED TO SOIL PIPE
3. MATTING SHALL BE: NORTH AMERICAN GREEN S150, AMERICAN EXCELSIOR EROSION SURFACE BY PLACING AND SPACING STAPLES /STAKES IN APPROPRIATE LOCATIONS PER
CONTROL BLANKET, OR EQUAL, INSTALL ON ALL DISTURBED SLOPES (CHOSEN MANUFACTURER RECOMMENDATIONS.
PRODUCT MUST BE RATED FOR SLOPES 2:1 To 1:1). SECTION AA
4. THE EDGES OF PARALLEL RECP'S MUST BE STAPLED WITH APPROXIMATELY 2 " -5" OVERLAP NOTES:
4. ALLOW 3" MIN. OVERLAP BETWEEN PARALLEL STRIPS. DEPENDING ON RECP'S TYPE.
1. COFFER DAM WILL BE BUILT SO THAT APPROXIMATELY ONE —HALF (1/2) 4. STREAM BED SHALL BE DISTURBED THE MINIMUM REQUIRED FOR
OF THE STREAM CHANNEL IS OPEN AT ALL TIMES.
5. BURY THE TOP END OF THE MAT IN A TRENCH 4" OR MORE IN DEPTH. TAMP THE 5. CONSECUTIVE RECP'S SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) CONSTRUCTION OF PIPE LINE AND WILL BE RESTORED TO ORIGINAL
WITH AN APPROXIMATE 3" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" 2. MATERIAL FROM THE STREAM BED SHALL NOT BE USED FOR COFFER CONTOURS WHEN WORK IS COMPLETE.
TRENCH FULL OF SOIL. SECURE WITH ROW OF STAPLES, 10" SPACING, 4" DOWN DAM.
FROM THE TRENCH. OVERLAP END OF TOP STRIP 4" AND STAPLE. APART ACROSS ENTIRE RECP'S WIDTH. 5. ALTERNATIVE COFFER DAM MATERIAL IS ACCEPTABLE BUT SHALL
3. NO EARTHEN MATERIAL SHALL BE USED FOR COFFER DAM OR PLACED BE APPROVED BY THE ENGINEER.
6. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAY BE IN STREAM FOR ANY REASON.
NECESSARY TO PROPERLY SECURE THE RECP'S.
SLOPE STABILIZATION WITH MATTING STAPLE /ROLL INSTALLATION LARGE CREEK OR RIVER CROSSING
REVISED FOR THIS PROJECT REVISION DATE - NOVEMBER 3, 2008
REVISION DATE - NOVEMBER 24, 2009
8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FEN E
MIN. 14 GAUGE 6X6 WIRE
2' MIN.
COMPACTED FILL RESLOPE EXISTING STREAM BANK TO ORIGINAL
f
CONTOURS AND STABILIZE WITH NATIVE PLANT
5 STEEL POST _ — —
=1 11= -
SEED MIX PER EROSION CONTROL NOTES
• ""- . •^ •. (MIN. 1.33 LB /LF) — — —
��-I�I-I�I-
V4
I =1 11=
NORMAL STREAM LEVEL
0
MA
= III = III =III=
++ PLASTIC OR „ I
18 MIN. WIRE TIES ANCHOR FABRIC 6 _— I= III =III =
/ \/ / INTO EARTH FILL -- I I =
\��\ � \�� \�� \�� \�� \�
18" TO 24 ". >:.:`.� �:II�I= I�I =I�I— 2' MAX.
Z'/ // / WIRE - III -III -I �
� � ��� ""/ �� � \ \/ FENCE
// / VARIES 6 " -12„
\�� \ /,� \� EXISTING _
GRADE 12 18 CLASS BRIPRAP -III— III =II
1' MIN II I II I I
FILTER FABRIC I-
6' (TYP.) (MIRAFI 140N OR EQUAL) � �— —
-I � I -I � I -I � I-
� /��/ ✓' ��y ` \�\'����'�'`�/'�\ /��
i EXTEND RIPRAP A MINIMUM
NOTE: �\,�`�'��� \�\��\�'y�\�� OF 12" BELOW STREAM BED
TEMPORARY DITCHES TO BE LINED WITH NORTH AMERICAN GREEN EXISTING
S150, STAPLE PATTERN D OR APPROVED EQUAL. I GROUND
8" DOWN & 4"
FORWARD ALONG STREAM BANK PROTECTION
THE TRENCH
TEMPORARY DIVERSION DITCH SECTION VIEW (NO FERTILIZER TO BE USED WITHIN 10' OF BANK)
REVISION DATE - NOVEMBER 3, 2008
REVISED FOR THIS PROJECT WIRE
FENCE
FILTER
FABRIC EXISTING
STEEL GROUND
POST
BACKFILL TRENCH
2' MIN. THOROGHLY COMPACT
COMPACTED FILL r 6" FREEBOARD N � \
UPSLOPE
R EB p AREA)
r \�/ /\ (DISTU
QF, Q � \� / /�� /� \� /� \� � \� � \� , � \\ 1 1 �\ � ��/ ���� �/• MIN.
NOTES:
�� %�� %�� %�� %�� %j� \/ 1 IMMEDIABERRIAFTERHEACH RANFALLTAND
DAILY DURING PROLONGED RAINFALL.
REPAIR SHALL BE MADE AS NECESSARY.
6' (TYP.) 2. FABRIC SHALL BE REPLACED PROMPTLY
IF FOUND TO BE IN DISREPAIR.
SLOPE SLOPE LENGTH(FT) MAXIMUM AREA(SQFT)
3. SEDIMENT DEPOSITS SHALL BE REMOVED
<2% 100 10,000 AFTER EACH STORM EVENT AND WHEN
NOTE: 2 TO 5% 75 7,500 DEPOSITS REACH APPROXIMATELY 1/3
PERMANENT DITCHES 1, 2 & 6 TO BE LINED WITH NORTH AMERICAN 5 TO 10% 50 5,000 HEIGHT OF BARRIER.
GREEN S150, STAPLE PATTERN D OR APPROVED EQUAL. 10 TO 20% 25 2,500
PERMANENT DITCHES 3, 4 & 5 TO BE LINED WITH NORTH AMERICAN >20% 15 1,500 4. REFERENCE NCDENR LAND QUALITY
GREEN C350, STAPLE PATTERN D OR APPROVED EQUAL SECTION DESIGN MANUAL: 6.62.
PERMANENT DIVERSION DITCH
REVISED FOR THIS PROJECT SEDIMENTATION /SILT FENCE
2 11/9/2012 GRH BID DOCUMENTS
REVISION DATE - NOVEMBER 3, 2008
1 7/3/2012 GRH NCDENR REVIEW COMMENTS
NO. DATE BY REVISION DESCRIPTION

6" CONCRETE TOP WITH
MANHOLE RING AND
COVER CAST IN
NOTE:
STRUCTURES SPECIFIED TO HAVE FLAT
JUNCTION BOX (FJB) TOP WILL BE THE
SAME TOP AS YARD INLET WITHOUT
THE OPEN THROAT OF THE YARD INLET
UNLESS NOTED OTHERWISE
MANHOLE RING AND COVER TO
BE EXTENDED SO THAT ITS TOP
IS FLUSH WITH PROPOSED
GRADE AND /OR PAVING
JUNCTION BOX TOP
CATCH BASIN SCHEDULE SYMBOL -(JB)
RIM = TOP OF COVER
6" CONCRETE TOP WITH
GRATE AND FRAME CAST IN GRATES PLACED IN PEDESTRIAN
TRAFFIC AREAS TO SHALL BE
ORIENTED WITH OPEN SLOTS
RUNNING PERPENDICULAR TO
TRAFFIC FLOW (TYP. ALL GRATES)
UNLESS NOTED OTHERWISE GRATE
AND FRAME FOR THIS TOP TO BE
24 "x24" "NEENAH R3339A" OR
( "U.S. FOUNDRY 4190 -6259) OR
APPROVED EQUAL; VERIFY TRAFFIC
LOAD REQUIREMENTS ON ALL GRATE
AND FRAME ASSEMBLIES
FLAT CATCH BASIN TOP
CATCH BASIN SCHEDULE SYMBOL -(FCB)
RIM = TOP EDGE OF GRATE
HEAVY f1. ^ ^eTI A—
FRAME
UNLESS NOTED OTHERWISE GRATE AND
FRAME ASSEMBLY FOR THIS TOP SHALL
BE 24 "x36" ( "NEENAH R3233D ") OR
( "U.S. FOUNDRY 5181 - 6420 ") OR
APPROVED EQUAL CONFORMING TO
N.C.D.O.T. ROADWAY STANDARDS 840.03
CURB INLET TOP
CATCH BASIN SCHEDULE SYMBOL -(CI)
RIM =TOP OF GRATE DIRECTLY UNDER
HOOD OPENING
NOTE:
MIN. 3000 PSI CONCRETE
REQUIRED THROUGHOUT.
DRAINAGE STRUCTURE TOP
VARIES WITH APPLICATION,
SEE CATCH BASIN SCHEDULE
/ / \ (VERIFY TRAFFIC LOAD
REQUIREMENT FOR EACH TOP)
/ \
\ \ \
I \
I \ Y / I
I I
I I
I CONCRETE CATCH BASIN
EXTENSION RISER; LENGTH AND
WIDTH TO MATCH BASIN, HEIGHT
VARIES WITH PROPOSED GRADE
(SEE CATCH BASIN SCHEDULE)
6" SOLID CONCRETE TOP;
WIDTH AND LENGTH TO
MATCH CATCH BASIN
CAST IN 2 LIFTING "EYES"
NOT TO BE REMOVED
UNLESS OTHERWISE NOTED
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11111411/1 %III IIIIIIIIIIIII
IIIIIIII
CONCRETE TOP WITH
GRATE AND FRAME
UNLESS NOTED OTHERWISE GRATE
AND FRAME FOR THIS TOP TO BE
24 "x24" ( "NEENAH R- 3339A ") OR
(U.S. FOUNDRY 4190 -6259) OR
APPROVED EQUAL; VERIFY TRAFFIC
LOAD REQUIREMENTS ON ALL GRATE
AND FRAME ASSEMBLIES
CATCH BASIN SCHEDULE SYMBOL -(CB)
RIM = TOP EDGE OF GRATE
CATCH BASIN SCHEDULE SYMBOL -(YI)
RIM = BOTTOM OF THROAT OPENING
CATCH BASIN TOP DETAILS
REVISION DATE - OCTOBER 22, 2010
PRE -CAST CONCRETE CATCH BASIN;
LENGTH, WIDTH AND HEIGHT VARIES
BY MANUFACTURER AND APPLICATION;
SEE CATCH BASIN SCHEDULE AND
VERIFY WITH SUPPLIER
5 " -8" WALL THICKNESS
WITH KNOCKOUT PANEL
NO PORTION OF STRUCTURE SHALL BE
REMOVED, DAMAGED OR OTHERWISE
ALTERED EXCEPT THOSE AREAS
DESIGNATED AS KNOCKOUT PANELS
INLET
-> i
(3) No. 4 REBAR � 6" 1 VARiES � 6"
KNOCKOUT PANEL {.P.I I 6„
(TYP. EACH SIDE)_`=- ___�_ - - ?___ ___�_�:
n {I
II q.
11 I 11
II W II
0 'I
I ii � ii
INLET - u. - - I - ii VARIES
h
li I ii
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CONCRETE INVERT INSTALLED
AT A CONSTANT SLOPE 6„
FROM INLET TO OUTLET • '4�!
I I
I I I
OUTLET
SECTION A (PLAN
KNOCKOUT PANEL
(TYP. EACH SIDE) —\
A_
PIPE TO BE FLUSH WITH
INSIDE WALL OF BASIN
AND GROUTED SMOOTH
PROPOSED PIPE
INVERT = BOTTOM OF
PIPE AT FLOW LINE
YARD INLET SHALL RECEIVE
FLAT TOP WITH MANHOLE RING
AND COVER CAST IN FLUSH
USE PRE CAST BOX, 4" AND
2" CONCRETE BLOCK, OR BRICK
TO ELEVATE TOP TO ACHIEVE
THE DESIRED THROAT OPENING
6 " -8" THROAT OPENING
ALL FOUR SIDES UNLESS
NOTED OTHERWISE
— — — — — CATCH BASIN TOP
(SEE SCHEDULE FOR TYPE)
- - - - - --
----------
• IY'II!"
BASIN RISER
II II HEIGHT VARIES
4' ;11' (2) No. 4 REBAR
I
u II:
IF I r
�/ I \N\
INLET /
I �
PRE -CAST CATCH BASIN
REVISION DATE - OCTOBER 22, 2010
A
_ _
CATCH BASIN HEIGHT
APPROVED STEPS REQUIRED VARIES BY PIPE SIZE
FOR STRUCTURES OVER AND MANUFACTURER
3' -6" IN DEPTH, 12" O.C.
—No. 4 REBAR ®6 O.C.
EACH DIRECTION
300 PSI CONCRETE TO FORM INVERT;
PROVIDE CONSTANT SLOPE FROM ALL
INLETS TO OUTLET, 12" OF #57 STONE
SECTION B MAY BE REQUIRED
FOR POOR SOIL AND /OR WET CONDITIONS;
CONTRACTOR MUST VERIFY WITH ENGINEER
BEFORE PLACING BOX
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ii
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W2
FRONT
ELEVATION
REBAR (TYP)
3" DIA. DRAINS
6" ABOVE FLOW LINE
REBAR (TYP)
PLAN
REINFORCED CONCRETE ENDWALL
NOTE:
1. CONCRETE HEADWALL REINFORCEMENT PER N.C.D.O.T.
STANDARD NO. 838.39 REVISION A.
2. WORK MUST BE ACCOMPLISHED SO THAT WET CONCRETE
DOES NOT CONTACT STREAM WATER.
MATCH GRATE TO
EXISTING GUTTER LINE EXISTING
GRADE
e.'
PROPOSED
DRAINAGE STRUCTURE
PER NCDOT STANDARDS
SECTION OF EXISTING
° m PIPE TO BE SAW CUT
AND REMOVED
---- - - - - -- -
e.
a
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°
a
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s
—� - - -- °.
°
WATERTIGHT d e
MORTAR JOINTS EXISTING PIPE
TO REMAIN
3 "f
INSTALLATION OF DRAINAGE
STRUCTURE OVER EXISTING PIPE
NOTE:
CONTRACTOR TO VERIFY ALL ELEVATIONS AND
EXISTING PIPE SIZES AND DEPTHS PRIOR TO
CONSTRUCTION. REVIEW ALL INFORMATION AND
DATA WITH ENGINEER FOR APPROVAL BEFORE
ORDERING OR INSTALLING PROPOSED STRUCTURES
OR PIPE.
REBAR (TYP)
15' MINIMUM
:�I�:�1:�1�:Z•P►I
6"
SIDE
ELEVATION
HEADWALL DIMENSIONS (METAL PIPE)
NOTE: USE NEXT LARGEST SIZE FOR CONCRETE PIPE.
INSIDE
DIAMETER
OF PIPE
W1
W2
H1
H2
D
E
WEIGHT
SQ. FT.
BASE
AREA
12 "- 15 " -18"
3' -2"
4' -10"
1' -3"
3' -2"
V -3"
V -9"
1,550
7.34
21 " -24"
3' -8"
6' -1"
V -9"
3' -8"
V -6"
2' -3"
2,100
9.90
30"
4' -2"
7' -2"
2' -0"
4' -2"
V -10"
2' -9"
2,850
13.50
36"
4' -8"
8' -4"
2' -4"
4' -8"
2' -2"
3' -3"
3,700
17.65
42 " -48"
5' -8"
10' -10"
3' -3"
5' -8"
2' -11"
4' -3"
5,600
28.60
54 " -60"
6' -10"
11' -9"
3' -6"
6' -8"
3' -4"
5' -2"
7,500
36.27
66 " -72"
8' -1"
12' -0"
3' -8"
7' -7"
3' -4"
6' -2"
8,500
40.00
84" -96"
9' -4"
12' -8"
4' -0"
9' -6"
3' -4"
7' -6"
10,000
44.00
NOTE:
1. 4000 PSI CONCRETE STANDARD
REVISION DESCRIPTION
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SEE SITE PLAN FOR
CONTINUATION
BEGIN EXPOSED NPW;
2" PRESSURE REDUCING
VALVE WITH 2" STRAINER
CLEANOUT SHALL BE LOCATED
UNDER PROPOSED GROUND
SURFACE IN VALVE BOX WITH
LID LABELED SEWER
WATER LINE TO END AT
POTABLE FROST PROOF YARD HYDRANT
ULTRASONIC LEVEL SENSOR,
TYP 4, SEE ELECTRICAL
SHEETS FOR DETAILS
ALUMINUM I —BAR GRATING AND
INTERMEDIATE STEEL ANGLE
SUPPORTS OVER OPENINGS,
SEE DETAIL SHEETS
CLEANOUT SHALL BE LOCATED
UNDER PROPOSED GROUND
SURFACE IN VALVE BOX WITH
LID LABELED SEWER
rE
C -303
REINFORCED CONCRETE
APPROACH PAD, SEE
DETAIL SHEET C -307
FOUR (4) CUBIC YARD DUMPSTER,
TO BE PROVIDED BY OWNER
SLOPE;
,--------- - - - - -- O - - - - - -- 7 --------- - - - - -- - - --
Lo
S��E PAD TO DRAINS
PROPOSED, BURIED 2 —INCH
1 10
NON— POTABLE WATER LINE ;
PROPOSED, BURIED 2 —INCH
POTABLE WATER LINE
:SL:OPE:
NON POTABLE
FROST PROOF
15'-0' - - - -III
YARD HYDRANT •
IV
IN IN IN IN
4" DIP GRIT DISCHARGE-
, , PIPING AND
APPURTENANCES.,,
II l
II
2' -1
I
TYP II
2' -8" .
TYP
Fw
42 —INCH 35•'
A ; ; INFLUENT o 0 0
Y I I I 90•'
C -302 1 r, Lo
2 0.
. e.
4 —INCH DUCTILE IRON PIPE
DUMPSTER DRAIN, WITH
CLEANOUTS UPSTREAM OF
FITTINGS, TYP 2
FOUR (4) CUBIC YARD
DUMPSTER, TO BE
PROVIDED BY OWNER
I
I
SELF— CLEANING PERFORATED
PANEL SCREEN, TYP 2
SCREENINGS
CONVEYOR
N
�0
IN w Y w IN
4" DIP 9
BEND, T P 4
I
TWO (2) 6 —INCH CONCRETE
PIPE BOLLARDS, SEE DETAIL
SHEET C -307
SCREW CONVEYOR DISCHARGE
TO DUMPSTER — BASE BID
GRIT CLASSIFIER — BASE BID
IN
_4" DIP GRIT DISCHARGE PIPING AND
• nn InTr \1 w \I�rn n nr non
NOTES:
1. EQUIPMENT CONFIGURATION AND DETAILS MAY VARY BASED UPON
EQUIPMENT MANUFACTURER. THIS DRAWING IS INTENDED TO SHOW
GENERAL EQUIPMENT CONFIGURATION AND DETAILS ONLY. IF
CONTRACTOR PROVIDES EQUIPMENT WITH DIFFERENT DIMENSIONS AND
ELEMENTS, CONTRACTOR SHALL BE RESPONSIBLE FOR GAINING
APPROVAL FROM ENGINEER PRIOR TO CONSTRUCTION AND
CONCURRENT WITH SHOP DRAWING SUBMITTALS. CONTRACTOR SHALL
ALSO BE RESPONSIBLE FOR ANY AND ALL DESIGN AND
CONSTRUCTION EXPENSES RELATED TO THESE CHANGES. THE
CRITICAL FEATURES OF THE DESIGN SHALL NOT BE COMPROMISED
AND THE HYDRAULIC PERFORMANCE OF THE PLANT SHALL NOT BE
CHANGED.
2. ALL GATES SHALL BE 316 STAINLESS STEEL. GATE MANUFACTURER
SHALL PROVIDE ALL INTERMEDIATE SUPPORTS REQUIRED FOR PROPER
OPERATION AND STABILITY OF GATE STEMS. CONTRACTOR SHALL
ASSUME THAT SUPPORTS WILL BE REQUIRED EVERY 5' -0" AND WILL
SPAN THE INTERIOR WIDTH OF THE SCREEN AREA.
3. REFER TO STRUCTURAL DRAWINGS FOR CONSTRUCTION DETAILS.
STRUCTURE DETAILS NOT SHOWN ON THIS SHEET FOR CLARITY.
4. SEE SITE PLAN FOR YARD PIPING CONTINUATIONS AND FINAL
GRADING PLAN ELEVATIONS
5. CONTRACTOR SHALL INSTALL INSULATION AND HEAT TRACING ON
DISCHARGE PIPES, SCREENINGS CONVEYOR, SCREENINGS
WASHER /COMPACTOR, GRIT CLASSIFIER, AND ALL EXPOSED WATER
PIPING TO PREVENT FREEZING.
6. ALL SCREEN SUPPORTS, INTERMEDIATE OR OTHERWISE, SHALL BE
SUPPLIED BY THE SCREEN MANUFACTURER.
7. GRIT REMOVAL UNIT NO. 2 EQUIPMENT, PUMP, AND PIPING INCLUDED
AS AN ALTERNATE BID ITEM. REFER TO BID FORM.
A I
C -303 (ALTERNATE BID ITEM)
I N
I• I - +
I I'
316 STAINLESS STEEL SLIDE E
TWO (2) GATE WITH EMBEDDED FRAME, C -303
6 —INCH CLEAR OPENING SHALL BE
CONCRETE PIPE 3' -0" WIDE (TYP 4)
BOLLARDS, SEE
SLOPE PAD TO DETAIL SHEET SCREENINGS
DRAINS C -307 WASHER /COMPACTOR UNIT
SLOPE
10' -0" _
29' -0"
REINFORCED CONCRETE—/
APPROACH PAD, SEE
DETAIL SHEET C -307 B C HEADWORKS FACILITY PLAN - ELEV. 355.0
C -30 C -302
SCALE: 1/4" = 1' -0"
NO. I DATE I BY
REVISION DESCRIPTION
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C -301

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SELF — CLEANING
PERFORATED PANEL
SCREEN
ALUMINUM I —BAR GRATING AND
INTERMEDIATE STEEL ANGLE
SUPPORTS OVER OPENINGS,
SEE DETAIL SHEETS
ULTRASONIC LEVEL SENSOR,
TYP 4, SEE ELECTRICAL
SHEETS FOR DETAILS
CONTRACTOR TO FIELD VERIFY GRATE
OPENING DIMENSIONS ALONG FACE AND
BACK OF SCREEN
SELF — CLEANING
PERFORATED PANEL
SCREEN
ALUMINUM I —BAR GRATING AND
INTERMEDIATE STEEL ANGLE
SUPPORTS OVER OPENINGS,
SEE DETAIL SHEETS
316 STAINLESS STEEL SLIDE GATE
WITH EMBEDDED FRAME, CLEAR
OPENING SHALL BE 3' -0" WIDE,
TYP 4, SEE GATE SCHEDULE
316 STAINLESS STEEL SLIDE GATE
WITH EMBEDDED FRAME, CLEAR a FILL CAVITY
OPENING SHALL BE 3' -0" WIDE, g WITH NO. 57
TYP 4, SEE GATE SCHEDULE ®. WASHED STONE
.le
I of
I TOP ELEV. 355.0
9' -5 3/8'
9:1 ffi Ax
WSE 352.3 Q I N
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r`____INV._IN ELEV. 349.0 CHANNEL ELEV. 349.0 `V `V 8',8p
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I � I
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4' -0" -T- 3. -0..
16' -0"
22' -0" SCREENINGS
CONVEYOR
PAD ELEV.
354.50
SECTION B
Jli 11LL. I / T — I — V
SCREENINGS
WASHER /COMPACTOR
r 4 CY DUMPSTER
I PROVIDED BY OWNER
4" DUCTILE IRON DRAIN
LINE FROM WASHER
COMPACTOR UNIT, WITH
FLAP VALVE
27'-7 1/2"
33' -7 1/2"
TWO (2) 6 —INCH CONCRETE
PIPE BOLLARDS, SEE DETAIL
SHEET C -307
8" THICK REINFORCED
CONCRETE APPROACH PAD
WITH 6" ABC STONE BASE,
SEE DETAIL SHEET C -307
4" DUCTILE IRON
DRAIN LINE FROM
DUMPSTER PAD,
WITH FLAP VALVE
CHANNEL SLOPE ANGLE PER
EQUIPMENT MANUFACTURERS
REQUIREMENTS
ANGLE OF POUR PER
EQUIPMENT MANUFACTURERS
REQUIREMENTS
I � fir l
f n
4" FLG. 90' BEND
SELF — PRIMING
GRIT PUMP
316 STAINLESS STEEL SLIDE GATE
WITH EMBEDDED FRAME, CLEAR
OPENING SHALL BE 2' -6" WIDE,
TYP 4, SEE GATE SCHEDULE
48 LF OF 36 —INCH DIP
12.5% SLOPE TO INFLUENT
PUMP STATION
MAX WSL ELEV. 24 —INCH
PARSHALL FLUME
351.0 CCC r1CTAII r% -ZnZ
I
SECTION A
JL.mLL. 1/-r - I -v
4 CY DUMPSTER
PROVIDED BY OWNER
TWO (2) 6 —INCH
CONCRETE PIPE BOLLARDS,
SEE DETAIL SHEET C -307
8" THICK REINFORCED
CONCRETE APPROACH PAD
WITH 6" ABC STONE BASE,
SEE DETAIL SHEET C -307
DRIVE TUBE
IMPELLER
12" MIN.
`3' -6" STONE BASE
GRIT REMOVAL
UNIT NO. 1
SCREENINGS
WASHER /COMPACTOR
22' -o"
SCREENINGS
CONVEYOR
PAD ELEV.
354.50
iV
I
SELF — CLEANING
PERFORATED
PANEL SCREEN
III III
rrn I =1 I 1 =1
11
III -I II -
,
3' -0" J. 3' -0" ��� 4' -0" ��� 3' -0" J. 3' -0"
r r r r
SECTION C
SCALE: 1/4" = 1' -0"
NO. I DATE I BY
NOTES:
1. NON— POTABLE WATER SUPPLY FOR FLUIDIZING AND WASH —DOWN ARE
EXCLUDED HERE FOR CLARITY. CONTRACTOR SHALL COORDINATE
LOCA11ONS OF NECESSARY CONNECTIONS WITH EQUIPMENT
MANUFACTURER.
2. INFLUENT FORCE MAIN SHALL MAINTAIN HORIZONTAL ALIGNMENT AS
INDICATED ON APPLICABLE PLAN SHEETS.
3. REFER TO PROFILE SHEETS FOR INFLUENT FORCE MAIN GRADE AND
ELEVA11ON INFORMA11ON
4. EQUIPMENT CONFIGURA11ON AND DETAILS MAY VARY BASED UPON
EQUIPMENT MANUFACTURER. THIS DRAWING IS INTENDED TO SHOW
GENERAL EQUIPMENT CONFIGURA11ON AND DETAILS ONLY. IF
CONTRACTOR PROVIDES EQUIPMENT WITH DIFFERENT DIMENSIONS AND
ELEMENTS, CONTRACTOR SHALL BE RESPONSIBLE FOR GAINING
APPROVAL FROM ENGINEER PRIOR TO CONSTRUC11ON AND
CONCURRENT WITH SHOP DRAWING SUBMITTALS. CONTRACTOR SHALL
ALSO BE RESPONSIBLE FOR ANY AND ALL DESIGN AND CONSTRUC11ON
EXPENSES RELATED TO THESE CHANGES. THE CRITICAL FEATURES OF
THE DESIGN SHALL NOT BE COMPROMISED AND THE HYDRAULIC
PERFORMANCE OF THE PLANT SHALL NOT BE CHANGED.
5. ALL GATES SHALL BE 316 STAINLESS STEEL. GATE MANUFACTURER
SHALL PROVIDE ALL INTERMEDIATE SUPPORTS REQUIRED FOR PROPER
OPERA11ON AND STABILITY OF GATE STEMS. CONTRACTOR SHALL
ASSUME THAT SUPPORTS WILL BE REQUIRED EVERY 5' -0" AND WILL
SPAN THE INTERIOR WIDTH OF THE SCREEN AREA.
6. REFER TO STRUCTURAL DRAWINGS FOR CONSTRUC11ON DETAILS.
STRUCTURE DETAILS NOT SHOWN ON THIS SHEET FOR CLARITY.
7. SEE SITE PLAN FOR YARD PIPING CONTINUATIONS AND FINAL GRADING
PLAN ELEVATIONS
8. CONTRACTOR SHALL INSTALL INSULA11ON AND HEAT TRACING ON
DISCHARGE PIPES, SCREENINGS CONVEYOR, SCREENINGS
WASHER /COMPACTOR, GRIT CLASSIFIER, AND ALL EXPOSED WATER
PIPING TO PREVENT FREEZING.
9. ALL SCREEN SUPPORTS, INTERMEDIATE OR OTHERWISE, SHALL BE
SUPPLIED BY THE SCREEN MANUFACTURER.
10. GRIT REMOVAL UNIT NO. 2 EQUIPMENT, PUMP, AND PIPING INCLUDED
AS AN ALTERNATE BID ITEM. REFER TO BID FORM.
REVISION DESCRIPTION
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12" MIN.
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GRIT REMOVAL
UNIT NO. 1
SCREENINGS
WASHER /COMPACTOR
22' -o"
SCREENINGS
CONVEYOR
PAD ELEV.
354.50
iV
I
SELF — CLEANING
PERFORATED
PANEL SCREEN
III III
rrn I =1 I 1 =1
11
III -I II -
,
3' -0" J. 3' -0" ��� 4' -0" ��� 3' -0" J. 3' -0"
r r r r
SECTION C
SCALE: 1/4" = 1' -0"
NO. I DATE I BY
NOTES:
1. NON— POTABLE WATER SUPPLY FOR FLUIDIZING AND WASH —DOWN ARE
EXCLUDED HERE FOR CLARITY. CONTRACTOR SHALL COORDINATE
LOCA11ONS OF NECESSARY CONNECTIONS WITH EQUIPMENT
MANUFACTURER.
2. INFLUENT FORCE MAIN SHALL MAINTAIN HORIZONTAL ALIGNMENT AS
INDICATED ON APPLICABLE PLAN SHEETS.
3. REFER TO PROFILE SHEETS FOR INFLUENT FORCE MAIN GRADE AND
ELEVA11ON INFORMA11ON
4. EQUIPMENT CONFIGURA11ON AND DETAILS MAY VARY BASED UPON
EQUIPMENT MANUFACTURER. THIS DRAWING IS INTENDED TO SHOW
GENERAL EQUIPMENT CONFIGURA11ON AND DETAILS ONLY. IF
CONTRACTOR PROVIDES EQUIPMENT WITH DIFFERENT DIMENSIONS AND
ELEMENTS, CONTRACTOR SHALL BE RESPONSIBLE FOR GAINING
APPROVAL FROM ENGINEER PRIOR TO CONSTRUC11ON AND
CONCURRENT WITH SHOP DRAWING SUBMITTALS. CONTRACTOR SHALL
ALSO BE RESPONSIBLE FOR ANY AND ALL DESIGN AND CONSTRUC11ON
EXPENSES RELATED TO THESE CHANGES. THE CRITICAL FEATURES OF
THE DESIGN SHALL NOT BE COMPROMISED AND THE HYDRAULIC
PERFORMANCE OF THE PLANT SHALL NOT BE CHANGED.
5. ALL GATES SHALL BE 316 STAINLESS STEEL. GATE MANUFACTURER
SHALL PROVIDE ALL INTERMEDIATE SUPPORTS REQUIRED FOR PROPER
OPERA11ON AND STABILITY OF GATE STEMS. CONTRACTOR SHALL
ASSUME THAT SUPPORTS WILL BE REQUIRED EVERY 5' -0" AND WILL
SPAN THE INTERIOR WIDTH OF THE SCREEN AREA.
6. REFER TO STRUCTURAL DRAWINGS FOR CONSTRUC11ON DETAILS.
STRUCTURE DETAILS NOT SHOWN ON THIS SHEET FOR CLARITY.
7. SEE SITE PLAN FOR YARD PIPING CONTINUATIONS AND FINAL GRADING
PLAN ELEVATIONS
8. CONTRACTOR SHALL INSTALL INSULA11ON AND HEAT TRACING ON
DISCHARGE PIPES, SCREENINGS CONVEYOR, SCREENINGS
WASHER /COMPACTOR, GRIT CLASSIFIER, AND ALL EXPOSED WATER
PIPING TO PREVENT FREEZING.
9. ALL SCREEN SUPPORTS, INTERMEDIATE OR OTHERWISE, SHALL BE
SUPPLIED BY THE SCREEN MANUFACTURER.
10. GRIT REMOVAL UNIT NO. 2 EQUIPMENT, PUMP, AND PIPING INCLUDED
AS AN ALTERNATE BID ITEM. REFER TO BID FORM.
REVISION DESCRIPTION
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4" DISCHARGE PIPING
TO CLASSIFIER
8" THICK REINFORCED
CONCRETE APPROACH
PAD WITH 6" ABC 4 CY DUMPSTE
STONE BASE, SEE PROVIDED BY
DETAIL SHEET C -307 OWNER
I
0
TWO (2) 4" FLG. 90' BENDS
4" DISCHARGE PIPING TO
CLASSIFIER
SELF - PRIMING
GRIT PUMP
4" FLG. GRIT
SUCTION PIPING
TOP WALL ELEV. 355.00
PAD ELEV. 354.50 m
s.
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DRIVE TUBE I LEV. 349.W, r LEV. 349.
8" DIP ORGANICS IMPELLER C L� EL C L� EL
RETURN LINE V. 34 V. 34.
GRIT REMOVAL
UNIT NO. 1
NOTES:
1. EQUIPMENT CONFIGURATION AND DETAILS MAY VARY BASED UPON
EQUIPMENT MANUFACTURER. THIS DRAWING IS INTENDED TO SHOW
GENERAL EQUIPMENT CONFIGURATION AND DETAILS ONLY. IF
CONTRACTOR PROVIDES EQUIPMENT WITH DIFFERENT DIMENSIONS AND
ELEMENTS, CONTRACTOR SHALL BE RESPONSIBLE FOR GAINING
APPROVAL FROM ENGINEER PRIOR TO CONSTRUCTION AND
CONCURRENT WITH SHOP DRAWING SUBMITTALS. CONTRACTOR SHALL
ALSO BE RESPONSIBLE FOR ANY AND ALL DESIGN AND CONSTRUCTION
EXPENSES RELATED TO THESE CHANGES. THE CRITICAL FEATURES OF
THE DESIGN SHALL NOT BE COMPROMISED AND THE HYDRAULIC
PERFORMANCE OF THE PLANT SHALL NOT BE CHANGED.
2. ALL GATES SHALL BE 316 STAINLESS STEEL. GATE MANUFACTURER
SHALL PROVIDE ALL INTERMEDIATE SUPPORTS REQUIRED FOR PROPER
OPERATION AND STABILITY OF GATE STEMS. CONTRACTOR SHALL
ASSUME THAT SUPPORTS WILL BE REQUIRED EVERY 5' -0" AND WILL
SPAN THE INTERIOR WIDTH OF THE SCREEN AREA.
3. REFER TO STRUCTURAL DRAWINGS FOR CONSTRUCTION DETAILS.
STRUCTURE DETAILS NOT SHOWN ON THIS SHEET FOR CLARITY.
4. SEE SITE PLAN FOR YARD PIPING CONTINUATIONS AND FINAL GRADING
PLAN ELEVATIONS
5. CONTRACTOR SHALL INSTALL INSULATION AND HEAT TRACING ON
DISCHARGE PIPES, SCREENINGS CONVEYOR, SCREENINGS
WASHER /COMPACTOR, GRIT CLASSIFIER, AND ALL EXPOSED WATER
PIPING TO PREVENT FREEZING.
6. ALL SCREEN SUPPORTS, INTERMEDIATE OR OTHERWISE, SHALL BE
SUPPLIED BY THE SCREEN MANUFACTURER.
7. GRIT REMOVAL UNIT NO. 2 EQUIPMENT, PUMP, AND PIPING INCLUDED
AS AN ALTERNATE BID ITEM. REFER TO BID FORM.
MIN. 12" STONE
BASE, TYP UNDER
GRIT STRUCTURES
Y
8" ORGANICS
RETURN LINE
�a
SECTION E
SCALE: 1/4-- = 1- -U--
W
�r
�ryt5 1 � i i
MAX WSL
ELEV. 351.0
316 STAINLESS STEEL SLIDE
GATE WITH EMBEDDED FRAME,
CLEAR OPENING SHALL BE
2' -6" WIDE, TYP 4
A l i] UR't U I M o I l 210VA06 b &X i I 17
MIN. 12" STONE
BASE, TYP UNDER
GRIT STRUCTURES
SECTION D
SCALE: 1/4-- = 1- -U--
GRIT REMOVAL UNIT NO. 2 EQUIPMENT
AND PIPING (ALTERNATE BID ITEM)
GRIT REMOVAL
UNIT NO. 2
4" SUCTION PIPE WITH
2" FLUIDIZING LINE -
ALTERNATE BID NO. 1
PROPOSED PRE - FABRICATED FLUME INSTALLED AND 2" FLANGE ALL AROUND
GROUTED INTO PROPOSED CHANNEL
0
5'_n+
A . cq
co
C -301 i
po
4' -10 7/8 "
0
I
2' -0" 1 3' -0" 3' -0"
PROPOSED PRE - FABRICATED FLUME INSTALLED AND
GROUTED INTO PROPOSED CHANNEL
SECTION A
PARSHALL FLUME DETAIL
SCALE: 1/2" = 1' -0"
NO. I DATE I BY
36" DIP TO INFLUENT
PUMP STATION
___________ -T 1
I 1
I 1
11 A
` C -301
1
1
I
I
/
IN!
36" DIP TO INFLUENT
PUMP STATION
/ It
I ,
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1 /
1/
1
I
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REVISION DESCRIPTION
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C -303

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NOTES:
1. EQUIPMENT CONFIGURATION AND DETAILS MAY VARY BASED UPON
EQUIPMENT MANUFACTURER. THIS DRAWING IS INTENDED TO SHOW
GENERAL EQUIPMENT CONFIGURATION AND DETAILS ONLY. IF
CONTRACTOR PROVIDES EQUIPMENT WITH DIFFERENT DIMENSIONS AND
ELEMENTS, CONTRACTOR SHALL BE RESPONSIBLE FOR GAINING
APPROVAL FROM ENGINEER PRIOR TO CONSTRUCTION AND
CONCURRENT WITH SHOP DRAWING SUBMITTALS. CONTRACTOR SHALL
ALSO BE RESPONSIBLE FOR ANY AND ALL DESIGN AND CONSTRUCTION
EXPENSES RELATED TO THESE CHANGES. THE CRITICAL FEATURES OF
THE DESIGN SHALL NOT BE COMPROMISED AND THE HYDRAULIC
PERFORMANCE OF THE PLANT SHALL NOT BE CHANGED.
2. ALL GATES SHALL BE 316 STAINLESS STEEL GATE MANUFACTURER
SHALL PROVIDE ALL INTERMEDIATE SUPPORTS REQUIRED FOR PROPER
OPERATION AND STABILITY OF GATE STEMS. CONTRACTOR SHALL
ASSUME THAT SUPPORTS WILL BE REQUIRED EVERY 5' -0" AND WILL
SPAN THE INTERIOR WIDTH OF THE SCREEN AREA.
3. REFER TO STRUCTURAL DRAWINGS FOR CONSTRUCTION DETAILS.
STRUCTURE DETAILS NOT SHOWN ON THIS SHEET FOR CLARITY.
4. SEE SITE PLAN FOR YARD PIPING CONTINUATIONS AND FINAL GRADING
PLAN ELEVATIONS
5. CONTRACTOR SHALL INSTALL INSULATION AND HEAT TRACING ON
DISCHARGE PIPES, SCREENINGS CONVEYOR, SCREENINGS
WASHER /COMPACTOR, GRIT CLASSIFIER, AND ALL EXPOSED WATER
PIPING TO PREVENT FREEZING.
6. ALL SCREEN SUPPORTS, INTERMEDIATE OR OTHERWISE, SHALL BE
SUPPLIED BY THE SCREEN MANUFACTURER.
7. GRIT REMOVAL UNIT NO. 2 EQUIPMENT, PUMP, AND PIPING INCLUDED
AS AN ALTERNATE BID ITEM. REFER TO BID FORM.
SEE SHEET C -3�'" r""
CONTIN
NON- RISING STEM GATE VALVE, WITH HANDWHEEL
OPERATOR (MIN. 18 -INCH DIA.) FLOOR STAND.
FLOOR STAND TO BE EQUIPPED WITH INDICATOR TO
SHOW VALVE POSITION, (TYP 4)
4' -0" x 4' -0" ALUMINUM DOUBLE DOOR ACCESS
HATCH WITH 300 PSF LOAD RATING STAINLESS
STEEL HARDWARE, SLAM LOCK, SPRING ASSISTED
DOOR LIFT, AND WATER TIGHT LID, (TYP 2)
IN
SEE SITE PLAN FOR
CONTINUATION
H
-30
BEAM - SEE
STRUCTURAL DRAWINGS
10' -0"
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2. 14" FLG. DUCTILE IRON PIPE V Z
3. 14" FLG. 90' BEND Z
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4. 14" FLG. X FLG. SPOOL PIECE WITH 3" ARV AND PRESSURE GAUGE
5. 14" FLG. SWING -TYPE AIR CUSHIONED CHECK VALVE
6. 14" RESTRAINED FLANGED COUPLING ADAPTER o
7. 14" FLG. GATE VALVE z �
8. 14" DUCTILE IRON RESTRAINED JOINT PIPING
9. 20" X 14" MJ COMPACT REDUCER W
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C -306 11. 20" X 20" X 14" MJ COMPACT TEE z w
12. 20" RESTRAINED JOINT DUCTILE IRON PIPE
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C -305
4' -10" x 4' -0" OPENING
WITH ALUMINUM I -BAR
GRATING, TYP 4, SEE
DETAIL SHEETS
SEE STRUCTURAL SHEETS
FOR COLUMN, BEAM, AND
BRACING DETAILS
G L ALUMINUM I -BAR GRATING AND
306 INTERMEDIATE STEEL ANGLE
SUPPORTS OVER OPENINGS,
SEE DETAIL SHEETS
INFLUENT PUMP STATION PLAN - ELEV. 355.0
SCALE: 1/4" = 1' -0"
NO. I DATE I BY
H
C -305
REVISION DESCRIPTION
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C -305
4' -10" x 4' -0" OPENING
WITH ALUMINUM I -BAR
GRATING, TYP 4, SEE
DETAIL SHEETS
SEE STRUCTURAL SHEETS
FOR COLUMN, BEAM, AND
BRACING DETAILS
G L ALUMINUM I -BAR GRATING AND
306 INTERMEDIATE STEEL ANGLE
SUPPORTS OVER OPENINGS,
SEE DETAIL SHEETS
INFLUENT PUMP STATION PLAN - ELEV. 355.0
SCALE: 1/4" = 1' -0"
NO. I DATE I BY
H
C -305
REVISION DESCRIPTION
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PLAN NOTES OO
NOTE: PIPING FOR PUMP NO. 1 IS TYPICAL FOR ALL PUMPS
1.
14 "X12" FLG. X FLG. REDUCER
2.
14"
FLG. DUCTILE IRON PIPE
3.
14"
FLG. 90' BEND
4.
14"
FLG. X FLG. SPOOL PIECE WITH 3" ARV AND PRESSURE GAUGE
5.
14"
FLG. SWING -TYPE AIR CUSHIONED CHECK VALVE
6.
14"
RESTRAINED FLANGED COUPLING ADAPTER
7.
14"
FLG. GATE VALVE
8.
14"
DUCTILE IRON RESTRAINED JOINT PIPING
9.
20"
X 14" MJ COMPACT REDUCER
10.
20"
X 20" X 20" MJ COMPACT TEE
11.
20"
X 20" X 14" MJ COMPACT TEE
12.
20"
RESTRAINED JOINT DUCTILE IRON PIPE
13.
20"
MJ GATE VALVE AND PLUG
SEE SHEET C -301 FOR
CONTINUATION
A�
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C -305
SUBMERSIBLE
INFLUENT PUMP, TYP
48 LF OF 36 —INCH DIP
FROM HEADWORKS FACILITY
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INFLUENT PUMP STATION PLAN - ELEV. 354.0
SCALE: 1/4" = 1' -0"
SEE SITE PLAT
FOR
CONTINUATION
SLOPE FLOOR TO DRAINS.
4 —INCH DIP DRAIN LINE
WITH FLAP VALVE, TYP 2
ALUMINUM
NO
EQUIPMENT CONFIGURATION AND DETAILS MAY VARY BASED UPON
EQUIPMENT MANUFACTURER. THIS DRAWING IS INTENDED TO SHOW
GENERAL EQUIPMENT CONFIGURATION AND DETAILS ONLY. IF
CONTRACTOR PROVIDES EQUIPMENT WITH DIFFERENT DIMENSIONS AND
ELEMENTS, CONTRACTOR SHALL BE RESPONSIBLE FOR GAINING
APPROVAL FROM ENGINEER PRIOR TO CONSTRUCTION AND
CONCURRENT WITH SHOP DRAWING SUBMITTALS. CONTRACTOR SHALL
ALSO BE RESPONSIBLE FOR ANY AND ALL DESIGN AND CONSTRUCTION
EXPENSES RELATED TO THESE CHANGES. THE CRITICAL FEATURES OF
THE DESIGN SHALL NOT BE COMPROMISED AND THE HYDRAULIC
PERFORMANCE OF THE PLANT SHALL NOT BE CHANGED.
ALL GATES SHALL BE 316 STAINLESS STEEL. GATE MANUFACTURER
SHALL PROVIDE ALL INTERMEDIATE SUPPORTS REQUIRED FOR PROPER
OPERATION AND STABILITY OF GATE STEMS. CONTRACTOR SHALL
ASSUME THAT SUPPORTS WILL BE REQUIRED EVERY 5' -0" AND WILL
SPAN THE INTERIOR WIDTH OF THE SCREEN AREA.
REFER TO STRUCTURAL DRAWINGS FOR CONSTRUCTION DETAILS.
STRUCTURE DETAILS NOT SHOWN ON THIS SHEET FOR CLARITY.
4. SEE SITE PLAN FOR YARD PIPING CONTINUATIONS AND FINAL GRADING
PLAN ELEVATIONS
5. CONTRACTOR SHALL INSTALL INSULATION AND HEAT TRACING ON
DISCHARGE PIPES, SCREENINGS CONVEYOR, SCREENINGS
WASHER /COMPACTOR, GRIT CLASSIFIER, AND ALL EXPOSED WATER
PIPING TO PREVENT FREEZING.
6. ALL SCREEN SUPPORTS, INTERMEDIATE OR OTHERWISE, SHALL BE
SUPPLIED BY THE SCREEN MANUFACTURER.
7. GRIT REMOVAL UNIT NO. 2 EQUIPMENT, PUMP, AND PIPING INCLUDED
AS AN ALTERNATE BID ITEM. REFER TO BID FORM.
8. CONTRACTOR AND MANUFACTURER ARE RESPONSIBLE TO VERIFY
PROPER OPENING SIZES IN SLAB BEFORE THE STRUCTURE IS POURED
AND BEFORE PUMPS AND MATERIALS ARE ORDERED.
9. PUMPS WILL NEED TO BE THROTTLED USING VFD'S AND /OR VALVES
WHEN FILLING DOWNSTREAM BASINS AT LOWER WATER LEVELS.
DATE I BY
REVISION DESCRIPTION
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ASPHALT DRIVE WITH
STONE BASE, SEE GRADING
AND PAVING PLAN
ASPHALT DRIVE ELEV. 354.50
48 LF OF 36 —INCH DIP
12.5% SLOPE FROM
HEADWORKS FACILITY
PLAN
NOTES OO
NOTE: PIPING FOR PUMP NO. 1 IS TYPICAL FOR ALL PUMPS
1.
14 "X12" FLG. X FLG. REDUCER
2.
14"
FLG. DUCTILE IRON PIPE
3.
14"
FLG. 90' BEND
4.
14"
FLG. X FLG. SPOOL PIECE WITH 3" ARV AND PRESSURE GAUGE
5.
14"
FLG. SWING -TYPE AIR CUSHIONED CHECK VALVE
6.
14"
RESTRAINED FLANGED COUPLING ADAPTER
7.
14"
FLG. GATE VALVE
8.
14"
DUCTILE IRON RESTRAINED JOINT PIPING
9.
20"
X 14" MJ COMPACT REDUCER
10.
20"
X 20" X 20" MJ COMPACT TEE
11.
20"
X 20" X 14" MJ COMPACT TEE
12.
20"
RESTRAINED JOINT DUCTILE IRON PIPE
13.
20"
MJ GATE VALVE AND PLUG
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NOTE:
CRANE SYSTEM AND ELECTRICAL
BUILDING NOT SHOWN FOR CLARITY
BUILDING PAD ELEV. 354.50
REINFORCED CONCRETE
BAFFLE WALL
3' -0" x 2' -0" OPENING
IN BAFFLE WALL
WET WELL WALLS AND
SLAB, BEYOND SECTION
I
I
MIN. 24 STONE
BASE UNDER WET
WELL STRUCTURE
SECTION F
SCALE: 1/4" = 1' -0"
CONCRETE BUILDING PAD,
SEE STRUCTURAL SHEETS
NOTES:
1. EQUIPMENT CONFIGURATION AND DETAILS MAY VARY BASED UPON
EQUIPMENT MANUFACTURER. THIS DRAWING IS INTENDED TO SHOW
GENERAL EQUIPMENT CONFIGURATION AND DETAILS ONLY. IF
CONTRACTOR PROVIDES EQUIPMENT WITH DIFFERENT DIMENSIONS AND
ELEMENTS, CONTRACTOR SHALL BE RESPONSIBLE FOR GAINING
APPROVAL FROM ENGINEER PRIOR TO CONSTRUCTION AND
CONCURRENT WITH SHOP DRAWING SUBMITTALS. CONTRACTOR SHALL
ALSO BE RESPONSIBLE FOR ANY AND ALL DESIGN AND CONSTRUCTION
EXPENSES RELATED TO THESE CHANGES. THE CRITICAL FEATURES OF
THE DESIGN SHALL NOT BE COMPROMISED AND THE HYDRAULIC
PERFORMANCE OF THE PLANT SHALL NOT BE CHANGED.
2. ALL GATES SHALL BE 316 STAINLESS STEEL. GATE MANUFACTURER
SHALL PROVIDE ALL INTERMEDIATE SUPPORTS REQUIRED FOR PROPER
OPERATION AND STABILITY OF GATE STEMS. CONTRACTOR SHALL
ASSUME THAT SUPPORTS WILL BE REQUIRED EVERY 5' -0" AND WILL
SPAN THE INTERIOR WIDTH OF THE SCREEN AREA.
3. REFER TO STRUCTURAL DRAWINGS FOR CONSTRUCTION DETAILS.
STRUCTURE DETAILS NOT SHOWN ON THIS SHEET FOR CLARITY.
4. SEE SITE PLAN FOR YARD PIPING CONTINUATIONS AND FINAL GRADING
PLAN ELEVATIONS
5. CONTRACTOR SHALL INSTALL INSULATION AND HEAT TRACING ON
DISCHARGE PIPES, SCREENINGS CONVEYOR, SCREENINGS
WASHER /COMPACTOR, GRIT CLASSIFIER, AND ALL EXPOSED WATER
PIPING TO PREVENT FREEZING.
6. ALL SCREEN SUPPORTS, INTERMEDIATE OR OTHERWISE, SHALL BE
SUPPLIED BY THE SCREEN MANUFACTURER.
7. GRIT REMOVAL UNIT NO. 2 EQUIPMENT, PUMP, AND PIPING INCLUDED
AS AN ALTERNATE BID ITEM. REFER TO BID FORM.
8. CONTRACTOR AND MANUFACTURER ARE RESPONSIBLE TO VERIFY
PROPER OPENING SIZES IN SLAB BEFORE THE STRUCTURE IS POURED
AND BEFORE PUMPS AND MATERIALS ARE ORDERED.
9. PUMPS WILL NEED TO BE THROTTLED USING VFD'S AND /OR VALVES
WHEN FILLING DOWNSTREAM BASINS AT LOWER WATER LEVELS.
SECTION H
SCALE: 1/4" = 1' -0"
CONCRETE BUILDING PAD,
SEE STRUCTURAL SHEETS
NO. I DATE I BY
REVISION DESCRIPTION
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NOTE:
CRANE SYSTEM AND ELECTRICAL
BUILDING NOT SHOWN FOR CLARITY
BUILDING PAD ELEV. 354.50
REINFORCED CONCRETE
BAFFLE WALL
3' -0" x 2' -0" OPENING
IN BAFFLE WALL
WET WELL WALLS AND
SLAB, BEYOND SECTION
I
I
MIN. 24 STONE
BASE UNDER WET
WELL STRUCTURE
SECTION F
SCALE: 1/4" = 1' -0"
CONCRETE BUILDING PAD,
SEE STRUCTURAL SHEETS
NOTES:
1. EQUIPMENT CONFIGURATION AND DETAILS MAY VARY BASED UPON
EQUIPMENT MANUFACTURER. THIS DRAWING IS INTENDED TO SHOW
GENERAL EQUIPMENT CONFIGURATION AND DETAILS ONLY. IF
CONTRACTOR PROVIDES EQUIPMENT WITH DIFFERENT DIMENSIONS AND
ELEMENTS, CONTRACTOR SHALL BE RESPONSIBLE FOR GAINING
APPROVAL FROM ENGINEER PRIOR TO CONSTRUCTION AND
CONCURRENT WITH SHOP DRAWING SUBMITTALS. CONTRACTOR SHALL
ALSO BE RESPONSIBLE FOR ANY AND ALL DESIGN AND CONSTRUCTION
EXPENSES RELATED TO THESE CHANGES. THE CRITICAL FEATURES OF
THE DESIGN SHALL NOT BE COMPROMISED AND THE HYDRAULIC
PERFORMANCE OF THE PLANT SHALL NOT BE CHANGED.
2. ALL GATES SHALL BE 316 STAINLESS STEEL. GATE MANUFACTURER
SHALL PROVIDE ALL INTERMEDIATE SUPPORTS REQUIRED FOR PROPER
OPERATION AND STABILITY OF GATE STEMS. CONTRACTOR SHALL
ASSUME THAT SUPPORTS WILL BE REQUIRED EVERY 5' -0" AND WILL
SPAN THE INTERIOR WIDTH OF THE SCREEN AREA.
3. REFER TO STRUCTURAL DRAWINGS FOR CONSTRUCTION DETAILS.
STRUCTURE DETAILS NOT SHOWN ON THIS SHEET FOR CLARITY.
4. SEE SITE PLAN FOR YARD PIPING CONTINUATIONS AND FINAL GRADING
PLAN ELEVATIONS
5. CONTRACTOR SHALL INSTALL INSULATION AND HEAT TRACING ON
DISCHARGE PIPES, SCREENINGS CONVEYOR, SCREENINGS
WASHER /COMPACTOR, GRIT CLASSIFIER, AND ALL EXPOSED WATER
PIPING TO PREVENT FREEZING.
6. ALL SCREEN SUPPORTS, INTERMEDIATE OR OTHERWISE, SHALL BE
SUPPLIED BY THE SCREEN MANUFACTURER.
7. GRIT REMOVAL UNIT NO. 2 EQUIPMENT, PUMP, AND PIPING INCLUDED
AS AN ALTERNATE BID ITEM. REFER TO BID FORM.
8. CONTRACTOR AND MANUFACTURER ARE RESPONSIBLE TO VERIFY
PROPER OPENING SIZES IN SLAB BEFORE THE STRUCTURE IS POURED
AND BEFORE PUMPS AND MATERIALS ARE ORDERED.
9. PUMPS WILL NEED TO BE THROTTLED USING VFD'S AND /OR VALVES
WHEN FILLING DOWNSTREAM BASINS AT LOWER WATER LEVELS.
SECTION H
SCALE: 1/4" = 1' -0"
CONCRETE BUILDING PAD,
SEE STRUCTURAL SHEETS
NO. I DATE I BY
REVISION DESCRIPTION
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(TYP.)
FINISH GRADE
PLAN NOTES OX
NOTE: PIPING FOR PUMP NO. 1 IS TYPICAL FOR ALL PUMPS
1.
14 "X12" FLG. X FLG. REDUCER
2.
14"
FLG. DUCTILE IRON PIPE
3.
14"
FLG. 90' BEND
4.
14"
FLG. X FLG. SPOOL PIECE WITH 3" ARV AND PRESSURE GAUGE
5.
14"
FLG. SWING -TYPE AIR CUSHIONED CHECK VALVE
6.
14"
RESTRAINED FLANGED COUPLING ADAPTER
7.
14"
FLG. GATE VALVE
8.
14"
DUCTILE IRON RESTRAINED JOINT PIPING
9.
20"
X 14" MJ COMPACT REDUCER
10.
20"
X 20" X 20" MJ COMPACT TEE
11.
20"
X 20" X 14" MJ COMPACT TEE
12.
20"
RESTRAINED JOINT DUCTILE IRON PIPE
13.
20"
MJ GATE VALVE AND PLUG
NOTES:
1. EQUIPMENT CONFIGURATION AND DETAILS MAY VARY BASED UPON
EQUIPMENT MANUFACTURER. THIS DRAWING IS INTENDED TO SHOW
GENERAL EQUIPMENT CONFIGURATION AND DETAILS ONLY. IF
CONTRACTOR PROVIDES EQUIPMENT WITH DIFFERENT DIMENSIONS AND
ELEMENTS, CONTRACTOR SHALL BE RESPONSIBLE FOR GAINING
APPROVAL FROM ENGINEER PRIOR TO CONSTRUCTION AND
CONCURRENT WITH SHOP DRAWING SUBMITTALS. CONTRACTOR SHALL
ALSO BE RESPONSIBLE FOR ANY AND ALL DESIGN AND CONSTRUCTION
EXPENSES RELATED TO THESE CHANGES. THE CRITICAL FEATURES OF
THE DESIGN SHALL NOT BE COMPROMISED AND THE HYDRAULIC
PERFORMANCE OF THE PLANT SHALL NOT BE CHANGED.
2. ALL GATES SHALL BE 316 STAINLESS STEEL. GATE MANUFACTURER
SHALL PROVIDE ALL INTERMEDIATE SUPPORTS REQUIRED FOR PROPER
OPERATION AND STABILITY OF GATE STEMS. CONTRACTOR SHALL
ASSUME THAT SUPPORTS WILL BE REQUIRED EVERY 5-0" AND WILL
SPAN THE INTERIOR WIDTH OF THE SCREEN AREA.
3. REFER TO STRUCTURAL DRAWINGS FOR CONSTRUCTION DETAILS.
STRUCTURE DETAILS NOT SHOWN ON THIS SHEET FOR CLARITY.
4. SEE SITE PLAN FOR YARD PIPING CONTINUATIONS AND FINAL GRADING
PLAN ELEVATIONS
5. CONTRACTOR SHALL INSTALL INSULATION AND HEAT TRACING ON
DISCHARGE PIPES, SCREENINGS CONVEYOR, SCREENINGS
WASHER /COMPACTOR, GRIT CLASSIFIER, AND ALL EXPOSED WATER
PIPING TO PREVENT FREEZING.
6. ALL SCREEN SUPPORTS, INTERMEDIATE OR OTHERWISE, SHALL BE
SUPPLIED BY THE SCREEN MANUFACTURER.
7. GRIT REMOVAL UNIT NO. 2 EQUIPMENT, PUMP, AND PIPING INCLUDED
AS AN ALTERNATE BID ITEM. REFER TO BID FORM.
8. CONTRACTOR AND MANUFACTURER ARE RESPONSIBLE TO VERIFY
PROPER OPENING SIZES IN SLAB BEFORE THE STRUCTURE IS POURED
AND BEFORE PUMPS AND MATERIALS ARE ORDERED.
9. PUMPS WILL NEED TO BE THROTTLED USING VFD'S AND /OR VALVES
WHEN FILLING DOWNSTREAM BASINS AT LOWER WATER LEVELS.
#4 CONT. ® 12" OC
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TYPICAL SLAB DETAIL
SCALE: NOT TO SCALE
4' -0" x 4' -0" ALUMINUM DOUBLE DOOR ACCESS
HATCH WITH 300 PSF LOAD RATING STAINLESS
STEEL HARDWARE, SLAM LOCK, SPRING ASSISTED
DOOR LIFT, AND WATER TIGHT LID, TYP 2
ALUMINUM I -BAR GRATING AND
INTERMEDIATE STEEL ANGLE
SUPPORTS OVER OPENINGS,
SEE DETAIL SHEETS
2' -0" WIDE X 2' -0"
HIGH OPENING IN
WALL TO INFLUENT
WET WELL, TYP 4
36 -INCH DIP, INV.-
ELEV. 342.50
TROUGH BOTTOM`S
ELEV. 342.0 -
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0 6 7 4
4
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HWL ALARM EL 348.0 Q
EL 347.0 LAG PUMP 2 ON i
EL 346.0 LAG PUMP 1 ON
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EL 344.0 LEAD PUMP ON
4' -0"
LWL 342.0 ALL PUMPS OFF 0 i
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INFLUENT m n
U M P TYP
2'
M
WETWELL BOTTOM ELEV. 336.0
3/4„
14' -0"
17' -0"
of -n"
SECTION G
SCALE: 1/4" = 1' -0"
NOTE:
HEIGHT TO BE FIELD VERIFIED BY CONTRACTOR AND
ENGINEER'S FIELD REPRESENTATIVE, BASED UPON THE
OWNER PROVIDED DUMPSTER DIMENSIONS AND THE
WASHER /COMPACTOR DISCHARGE CHUTE DIMENSIONS
#4 BARS
CONTINUOUS
® 12" OC
NON- RISING STEM GATE VALVE, WITH
HANDWHEEL OPERATOR (MIN. 18 -INCH
DI A.) FLOOR STAND. FLOOR STAND TO
BE EQUIPPED WITH INDICATOR TO SHOW
VALVE POSITION, TYP 4
� --•--
SLOPE FLOOR TO DRAIN,
WITH NON SHRINK GROUT
� REINFORCED CONCRETE
PIPE SUPPORT
4 -INCH DIP DRAIN LINE
WITH FLAP VALVE, TYP 2
CONCRETE SUPPORT REINFORCEMENT
AND SIZE TO BE SPECIFIED BY PUMP
MANUFACTURER
TWO (2) 6" SCH. 40 GALVANIZED
STEEL PIPE BOLLARDS CUT TO 45'
AND FIELD WELDED
6" SCH. 40 GALVANIZED STEEL
PIPE FILLED W/ CONCRETE
2' -0" 1 1 1 2' -6"
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}' ADJACENT FINISH GRADE /SURFACE OR BELOW
FROST DEPTHS PER LOCAL CODES.
12"
DUMPSTER BOLLARD DETAIL
SCALE: NOT TO SCALE
NO. I DATE I BY
REVISION DESCRIPTION
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NOTE:
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}' ADJACENT FINISH GRADE /SURFACE OR BELOW
FROST DEPTHS PER LOCAL CODES.
12"
DUMPSTER BOLLARD DETAIL
SCALE: NOT TO SCALE
NO. I DATE I BY
REVISION DESCRIPTION
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12" DIP DRAIN,
CONNECT TO PLANT DRAIN
(SEE SITE PLAN FOR
CONTINUATION)
5' CONCRETE SIDEWALK
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STRUCTURE DETAILS NOT SHOWN ON THIS SHEET FOR CLARITY.
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GRADING PLAN ELEVATIONS.
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ALUMINUM STAIRS SEE DETAILS
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NOTES:
1. EQUIPMENT CONFIGURATION AND DETAILS MAY VARY BASED ON
EQUIPMENT MANUFACTURER. THIS DRAWING IS INTENDED TO SHOW
GENERAL EQUIPMENT CONFIGURATION AND DETAILS ONLY. FINAL
DETAILS RELATED TO EQUIPMENT CONFIGURATION AND INSTALLATION
SHALL BE SHOWN ON APPROVED SHOP DRAWINGS.
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STRUCTURE DETAILS NOT SHOWN ON THIS SHEET FOR CLARITY.
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GRADING PLAN ELEVATIONS.
4. ELECTRICAL BUILDING DETAILS NOT SHOWN FOR CLARITY, REFER TO
ELECTRICAL AND STRUCTURAL PLANS FOR DETAILS ON ELECTRICAL
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NOTES:
1. EQUIPMENT CONFIGURATION AND DETAILS MAY VARY BASED ON
EQUIPMENT MANUFACTURER. THIS DRAWING IS INTENDED TO SHOW
GENERAL EQUIPMENT CONFIGURATION AND DETAILS ONLY. FINAL
DETAILS RELATED TO EQUIPMENT CONFIGURATION AND INSTALLATION
SHALL BE SHOWN ON APPROVED SHOP DRAWINGS.
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STRUCTURE DETAILS NOT SHOWN ON THIS SHEET FOR CLARITY.
3. SEE SITE PLAN FOR YARD PIPING CONTINUATIONS AND FINAL
GRADING PLAN ELEVATIONS.
4. ELECTRICAL BUILDING DETAILS NOT SHOWN FOR CLARITY, REFER TO
ELECTRICAL AND STRUCTURAL PLANS FOR DETAILS ON ELECTRICAL
BUILDINGS.
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SECTION D -D
SCALE: 1/8" = V-0"
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SCUM SKIMMER ARM WITH
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N OTES:
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4. WALKWAY TRUSS SHALL BE DESIGNED TO SUPPORT ALL DEAD LOADS PLUS A LIVE LOAD OF 450 PLF WITH
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DIRECTION OF
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C -503
SLUDGE FLOW
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INTENDED TO SHOW GENERAL EQUIPMENT CONFIGURATION AND DETAILS ONLY. FINAL DETAILS RELATED TO
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REGISTERED IN THE STATE OF NORTH CAROLINA.
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ENCASEMENT, INV. EL: 341.00
SECTION A -A
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CLARIFIER WALKWAY
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DIRECTION OF
MECHANISM
ROTATION
B
C -503
SLUDGE FLOW
SLUDGE FLOW
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C -503
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NOTE:
SEE OTHER SHEETS FOR
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NOT TO SCALE
36" O.D. INFLUENT COLUMN
WITH 1/4" WALL THICKNESS
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WITH S.S. CLAMPS
--RAKE ARM /
COLLECTION DRUM
SECTION B -B
NOT TO SCALE
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NO. DATE BY
ADDENDUM 2 DATED 12/11/2012
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1.
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SCALE: 1/4" = 1' -0"
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PUMP STATION SECTION A -A
SCALE: 1/4" = 1' -0"
ELEL. 357.33
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12" No. 57
WASHED STONE
1 01 -24 -13 RAB
NO. DATE BY
HANDRAIL (TYP.)
ALUMINUM STAIRS WITH
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RISERS, 8 -12" TREADS
ADDENDUM 3 DATED 12/14/2012
REVISION DESCRIPTION
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14 "x12 "x14" M.J. TEE
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12" No. 57
WASHED STONE
1 01 -24 -13 RAB
NO. DATE BY
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ADDENDUM 3 DATED 12/14/2012
REVISION DESCRIPTION
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NOTE:
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G701
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MAGNETIC FLOW
METER VAULT (SEE
DETAIL SHEET C -702)
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1 01 -23 -13 RAB
NO. DATE BY
ADDENDUM 2 DATED 12/11/2012
REVISION DESCRIPTION
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C=702
NO. DATE BY REVISION DESCRIPTION

PROPOSED
4" & 6" DI INFLUENT DISCHARGE
PIPING OVER BASIN RIM PER DETAIL.
SEE OTHER SHEETS FOR CONTINUATION.
EXISTING
4 " -0 STEEL PIPE COLUMN
(TYP. OF 10)
EXISTING
90' -0 AEROBIC DIGESTER BASIN
EXISTING
12" DI OVERFLOW LINE
(TO REMAIN)
EXISTING
FLOATING MIXER ON GUIDE RAILS
(MIXER TO REMOVED.
GUIDE RAILS TO REMAIN)
EXISTING
STATIONARY HAND CRANE
(TYP. OF 3)
EXISTING /
REMOVABLE 2" ALUMINUM �
FLOOR GRATING (TYP)
EXISTING
ELEVATED STEEL WALKWAY WITH
GALVANIZED STEEL HANDRAILS
EXISTING
SLUDGE PI1
EXISTI /
UL AR NIC LEVEL
TRAN$$ ITTER & DISPLAY.
(TO/ /REMAIN)
EXISTING "/ PROPOSED /
SEWER MANHOLE /
TOP EL: 350.23' 6" WELDED STEEL
I.E.: 338.98' / EXPANSION JOINT PER
// PIPE SYSTEM SUPPLIER.
350' RATING MIN.
N
O
C—a 12' DIP (TYP. OF 2)
PROPOSED
6" SCH. 40 WELDED
STEEL AIR LINE
PROPOSED
8x6 WYE AND
8 "x6" REDUCER
EXISTING � `•'""''"
8" DI DECANT LINE PROPOSED /
'..,., . 8" SCH. 40 WELDED STEEL � � 7�. •. ., - ,�,.'•.,.:,.
(TO REMAIN) AIR LINE ROUTED OVER
BASIN RIM PER DETAIL.
\ EXISTING
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PROPOSED \ _ — — EXISTING
\ EXISTING 6" PUMP CONNECTION //
8" DI TRUCK LOADING \ PLUG VALVE; =:
STATION SLUDGE FORCE MAIN \ \ W/ Box (TYP)
(SEE OTHER SHEETS) \ \
PROPOSED \
TWO (2) 10 "x8" TAPPING SLEEVE AND VALVES,
WITH 10" PLUG VALVE ON EXISTING 10" LINE PROPOSED
EXISTING ' r; :; PLATFORM, 30"
METAL STAIRS AND \\ \\ MIN. LENGTH
CONCRETE FOOTERS '��i
(TO BE REMOVED)
EXISTING
ELECTRICAL EQUIPMENT RACK / i EXISTING
ON CONCRETE PAD �;\ �' \\ \ SLUDGE DRYING
(TO BE REMOVED. SEE \\ BED STRUCTURE
ELECTRICAL SHEETS) �e . r \\ \\ (TO REMAIN)
° a -7< \ \
EXISTING ` ?
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POLE MOUNTED LIGHT �✓,�
FIXTURE (TYP. OF 4) a ` \
(TO BE REMOVED \\
AT THIS LOCATION) \\ \\
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10" DI SLUDGE WITHDRAWAL LINE \\
(TO REMAIN) \\
EXISTING
8" DI INFLUENT SLUDGE PIPING
ROUTED OVER BASIN RIM.
(TO REMAIN)
PROPOSED
SUBMERSIBLE AERATOR -MIXER
ASSEMBLY ON LEVEL CONCRETE PAD
PER DETAIL AND SPECIFICATION
(TYP. OF 3)
55' -0 REFERENCE
"—PROPOSED
HANGER ASSEMBLY
PER DETAIL (TYP)
PROPOSED
6" SCH. 40 WELDED
STEEL AIR LINE
PROPOSED
AIR LATERAL ASSEMBLY
AND FLEXIBLE SUPPLY
HOSE PER DETAIL
(TYP. OF 3)
AEROBIC DIGESTER PLAN
SCALE: 1/8" = l'- 0"
//
PROPOSED
8" DI SLUDGE WITHDRAWAL
LINE (SEE OTHER SHEETS)
PROPOSED
POSITIVE DISPLACEMENT BLOWER (3 EACH)
ON CONCRETE PAD. SEE DETAILS FOR
DIMENSIONS AND DISCHARGE PIPING LAYOUT.
PROPOSED
4' WIDE ALUMINUM STAIRS WITH
PLATFORM AND HANDRAIL PER DETAIL;
20 RISERS ® 7" = 11' -8 ",
19 TREADS ® 11" = 17' -5"
(EACH FLIGHT OF STAIRS)
NOTES:
1. SUBMERSIBLE AERATOR —MIXER EQUIPMENT, BLOWER EQUIPMENT, GUIDE POST SYSTEM, PIPING, SIZE, AND CONFIGURATION MAY VARY BASED ON SELECTED
MANUFACTURERS. THESE DRAWINGS ARE INTENDED TO SHOW GENERAL CONFIGURATION AND DETAILS ONLY. FINAL DETAILS RELATED TO EQUIPMENT
CONFIGURATION AND INSTALLATION MUST BE SHOWN ON APPROVED SHOP DRAWINGS.
2. CONTRACTOR SHALL COORDINATE WITH OWNER TO DETERMINE SALVAGEABLE ITEMS FOR ALL EQUIPMENT AND STRUCTURES PROPOSED TO BE REMOVED.
3. ALTERNATIVE AIR PIPING HANGER /SUPPORT SYSTEMS WILL BE CONSIDERED ON A CASE —BY —CASE BASIS WITH FINAL APPROVAL TO BE DETERMINED BY THE
ENGINEER. ALTERNATIVE DESIGNS SHALL BE SEALED BY PROFESSIONAL ENGINEER REGISTERED IN NORTH CAROLINA.
4. SUBMERSIBLE AERATOR —MIXER LEVEL PAD ELEVATIONS SHALL BE WITHIN TWO (2) INCHES, RELATIVE TO EACH OTHER, TO ENSURE UNIFORM AIR DISTRIBUTION.
5. CONTRACTOR SHALL RECONSTRUCT EXISTING WALKWAY PLATFORM HANDRAIL TO ACCOMMODATE NEW STAIRWAY CONFIGURATION.
T.O.'
GRAD
EL.: 34E
EXISTING
WALKWAY HANDRAIL
WALKWAY
PROPOSED �1
LIFTING CABLE STOWAGE
HOOK MOUNTED TO WALKWAY.
_/
S7 OVERFLOW EL.: 368.67'---
PROPOSED
SECURE ELECTRICAL CABLES WITH
Y2" EPDM CUSHIONED S.S. CLAMP
INSTALLED AT 4'f SPACING
PROPOSED
S.S. AIR INLET WITH HOSE
CONNECTION FITTING
PROPOSED
6 " -0 SCH. 40 GALVANIZED
STEEL GUIDE POST W/
WELDED TOP CAP
PROPOSED
GUIDE POST BASE
SUPPORT PER DETAIL
EL.: 346.00' f TTTIT
EL._ 345.00'_ °
nd
PROPOSED
6" #6 REBAR EMBEDDED 3" MINIMUM INTO
EXISTING CONCRETE SLAB (TYP. OF 6)
EXISTING LLLLLL
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LLL
LLL
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PROPOSED LLL
AIR SUPPLY LATERAL LLL
ASSEMBLY PER DETAIL.
PROPOSED
GUIDE POST BASE
SUPPORT PER DETAIL
PROPOSED
10'x 12' -6" LEVELED CONCRETE
EQUIPMENT PAD PER DETAIL.
SLOPE SIDES AT 1:1
PROPOSED
6" #6 REBAR EMBEDDED 3" MIN.
INTO EXISTING CONCRETE SLAB
(TYP. OF 6)
PROPOSED
S.S. AIR INLET WITH HOSE
CONNECTION FITTING
PROPOSED
SUBMERSIBLE
AERATOR —MIXER UNIT
AEROBIC DIGESTER ELEVATION
SCALE: 1/8" = l'- 0"
PROPOSED
ELECTRICAL CABLES ROUTED TO
DISCONNECT SWITCH MOUNTED
1' -6" MINIMUM ABOVE WALKWAY.
(SEE ELECTRICAL SHEETS)
PROPOSED
AIR SUPPLY LATERAL
ASSEMBLY PER DETAIL
(ROTATED FOR CLARITY)
PROPOSED
6" EPDM FLEXIBLE
HIGH TEMP AIR LINE
PROPOSED
J2" S.S. LIFTING CABLE
PROPOSED
S.S. LIFTING BRACE LEG
(TYP. OF 3)
PROPOSED
SUBMERSIBLE
AERATOR —MIXER UNIT
PROPOSED
FREE STANDING EPDXY
PAINTED STEEL BASE
PROPOSED
10'x 12' -6" LEVELED CONCRETE EQUIPMENT
PAD PER DETAIL. SLOPE SIDES AT 1:1
SECTION VIEW
o' -o"
PLAN VIEW
EXISTING
GALVANIZED STEEL
HANDRAIL (TYP)
PROPOSED
LIFTING CABLE
STOWAGE HOOK
MOUNTED TO WALKWAY
7' -6" 12' -6"
SUBMERSIBLE AERATOR -MIXER ASSEMBLY DETAIL
SCALE: 1/4" = l'- 0"
FERROUS PIPE
EXISTING
PRE — STRESSED
CONCRETE BASIN
(WALLS ONLY)
4 "xY4" GALVANIZED STEEL PIPE
STRAP W/ % " -0 BOLTS. FIELD
PAINTED PER SPECIFICATIONS
Y'4 " —O EPDXY ANCHOR IMBEDDED
3" MINIMUM OR PER TANK
MANUFACTURER GUIDANCE
(TYP. OF 2)
EXISTING
THICKENED CONCRETE
WALL SECTION
EXTERIOR AND TOP OF WALL
PIPE SUPPORT DETAIL
NOT TO SCALE
PROPOSED
90' FITTING (TYP. 2)
PROPOSED °
EXTERIOR AND TOP OF WALL
T.
PIPE SUPPORTS PER DETAIL.
PROPOSED
FLANGED DI PIPE,
INSULATE AND HEAT
TRACE EXPOSED PIPING
OUTSIDE BASIN (TYP OF 2)
PROPOSED
90' FITTING WITH
MEGA —LUG RESTRAINTS
PROPOSED
22 1/2' FITTING DIRECTED
TOWARD CENTER OF BASIN
EXISTING
PRE — STRESSED
CONCRETE BASIN WALL
PROPOSED
CONCRETE THRUST BLOCK
�\ AND BASE SUPPORT
INFLUENT DISCHARGE PIPING DETAIL
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SUBMERSIBLE AERATOR -MIXER ASSEMBLY DETAIL
SCALE: 1/4" = l'- 0"
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CONCRETE BASIN
(WALLS ONLY)
4 "xY4" GALVANIZED STEEL PIPE
STRAP W/ % " -0 BOLTS. FIELD
PAINTED PER SPECIFICATIONS
Y'4 " —O EPDXY ANCHOR IMBEDDED
3" MINIMUM OR PER TANK
MANUFACTURER GUIDANCE
(TYP. OF 2)
EXISTING
THICKENED CONCRETE
WALL SECTION
EXTERIOR AND TOP OF WALL
PIPE SUPPORT DETAIL
NOT TO SCALE
PROPOSED
90' FITTING (TYP. 2)
PROPOSED °
EXTERIOR AND TOP OF WALL
T.
PIPE SUPPORTS PER DETAIL.
PROPOSED
FLANGED DI PIPE,
INSULATE AND HEAT
TRACE EXPOSED PIPING
OUTSIDE BASIN (TYP OF 2)
PROPOSED
90' FITTING WITH
MEGA —LUG RESTRAINTS
PROPOSED
22 1/2' FITTING DIRECTED
TOWARD CENTER OF BASIN
EXISTING
PRE — STRESSED
CONCRETE BASIN WALL
PROPOSED
CONCRETE THRUST BLOCK
�\ AND BASE SUPPORT
INFLUENT DISCHARGE PIPING DETAIL
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REVISION DESCRIPTION
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BEARING PLATE
GUSSET PLATES
(TYP. OF 4)
12" 3" MIN.
12" °
A d ° .4
d
#3 REBAR TIES TO
CONFINE ANCHOR BOLTS
6" WAFER BUTTERFLY VALVE
EXISTING
WALKWAY, HANDRAIL
& I —BEAM SUPPORT --v—_
0
WAV
5" (TYP)
18" �{
0 0 0 0
0 0 18„
O O
0 0 0 0
6 " -0 SCH. 40
GALVANIZED STEEL
GUIDE POST
1 " -0 EPDXY ANCHOR BOLTS
EMBEDDED 6" MIN. (TYP. OF 12)
REINFORCE LEVEL SECTION
W/ #4 REBAR AT 12"
SPACING EACH WAY
18 "x18 "xYz" BEARING PLATE 3" MIN. FORM CONCRETE EDGE. HAND
APPLY MORTAR TO FEATHER OUT
PAD. SIKATOP 123 PLUS OR EQUAL.
d
EXISTING
8" THICK REINFORCED
CONCRETE FLOOR SLAB
LEVELED CONCRETE 6 " — #6 REBAR EMBEDDED 3"
EQUIPMENT PAD W/ INTO EXISTING CONCRETE SLAB
SIDES SLOPED AT 1:1. (TYP. OF 6)
SECTION VIEW
GUIDE POST BASE SUPPORT &
CONCRETE EQUIPMENT PAD DETAIL
2(
SCALE: 1/2" = l'- 0"
r ^"ROUS PIPE
-- LEGGED Y4 "x3" HOT DIPPED
JIZED STEEL PIPE CLAMP
FLANGED 90' FITTING
DOUBLE— LEGGED Y4 "x3" HOT DIPPED
GALVANIZED STEEL PIPE CLAMP WITH
BOLTS. 350' F MINIMUM RATING. EACH LEG
BENT FLUSH WITH I —BEAM (3" MIN.).
6" SCH. 40 WELDED
STEEL AIR PIPE
SECTION A -A
NOT TO SCALE
PROPOSED
EXTERIOR AND TOP OF WALL
PIPE SUPPORTS PER DETAIL.
PROPOSED
8" SCH. 40 WELDED
STEEL AIR LINE
6' -0"
PROPOSED
90' FITTINGS
PROPOSED
45' FITTING WITH LINE
EXTENDED TO HANGER
ALIGNMENT UNDER WALKWAY.
j EXISTING
PRE— STRESSED
CONCRETE BASIN WALL
PROPOSED
WELDED 8" EXPANSION JOINT PER
PIPING SYSTEM SUPPLIER. 350' F
RATING (MIN).
PROPOSED
90' FITTING
PROPOSED
COMPACTED BACKFILL
BLOWER DISCHARGE PIPING DETAIL
SCALE: 1/4" = l'- 0"
TRANSITION TO 8" SCH. 40 WELDED
STEEL PIPING. ROUTE BELOW GROUND
TO AEROBIC DIGESTER BASIN WALL.
TOC'�n rnnr
(TYI
" CONNECTION BOLT
(TYP. OF 2) F
FILLET WELD ALL AROUND
EACH LEG INTERFACE
L/IJ 111 \V
STEEL I —BEAM WEB
6" 90' FITTING
COUPLING
A
�-- FLANGED 90' FITTING
6 "x6" TEE
FLANGED FLEX CONNECTOR.
350' F MINIMUM RATING.
QUICK — DISCONNECT COUPLING
TY— RAP /CABLE TIE
6" FLEXIBLE EPDM AIR HOSE
NOTES:
1. DISCHARGE PIPING ORIENTATION DOWNSTREAM OF BUTTERFLY VALVE ROTATED FOR CLARITY. SEE PLANS FOR CORRECT ORIENTATION.
2. AIR MANIFOLD PIPING FROM QUICK DISCONNECT COUPLING TO AERATION /MIXING UNIT SHALL BE SUPPLIED BY AERATION /MIXING UNIT MANUFACTURER.
3. SHOP PRIME STEEL PIPE WITH HIGH TEMP ZINC PRIMER, FIELD APPLY WITH 2 COATS HIGH TEMP FINISH PAINT.
4. PROVIDE HIGH TEMP GASKETS AT ALL FLANGED CONNECTIONS.
5. CLOSE CAM —LOCK LEVER ARMS AND TY —RAP AROUND HOSE, BOTH ENDS. INSPECT THE GASKET INSIDE OF THE CAM —LOCK FITTINGS PRIOR TO
ASSEMBLY. GASKET MAY FALL OUT DUE TO HANDLING. EACH FITTING MUST HAVE GASKET TO PREVENT AIR LEAKS.
AIR SUPPLY LATERAL ASSEMBLY DETAIL
SCALE: 1" = l'- 0"
EXISTING
WALKWAY, HANC
SUPPORT I —BEA
ADJUSTABLE BEAM
COOPER B —LINE FIGI
EQUAL. (HOT DIPPEE
�Y4" H AN
SCH. 40 WELDED STEEL AIR LINE
ADJUSTABLE STEEL YOKE
PIPE ROLL. COOPER B —LINE
FIGURE B3110 OR EQUAL.
(HOT DIPPED GALVANIZED)
NOTE:
ALL HANGER ASSEMBLY COMPONENTS SHALL BE STAINLESS STEEL OR HOT
DIPPED GALVANIZED. HANGER SPACING SHALL BE A MAXIMUM OF 17' -0 ".
AIR LINE HANGER ASSEMBLY DETAIL
SCALE: 1" = l'- 0"
1'
8 "x6 "x6" TEE CAST CONCRETE
PIPE SUPPORT (TYP)
6" 90' FITTING
6" BUTTERFLY VALVE (TYP)
6" EXPANSION JOINT (TYP)
6" DI PIPING CHECK VALVE (TYP)
s, v
O O O °
° POSITIVE DISPLACEMENT BLOWER
• • INSIDE OUTDOOR NOISE ENCLOSURE
PER SPECIFICATIONS.
°° (TYP. OF 3)
a ad
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°
44
CONCRETE PAD PER DETAIL
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I•°.b. °. d ° d ° .d d d
ds
AEROBIC DIGESTER BLOWER LAYOUT
NOT TO SCALE
I- FOOTPRINT VARIES PER SELECTED BLOWER EQUIPMENT -
AEROBIC DIGESTER BLOWER PAD DETAIL
NOT TO SCALE
NO. DATE BY
REVISION DESCRIPTION
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ELECTRICAL BUILDING
SEE A -600 SERIES DRAWINGS
SOLIDS HANDLING BUILDING
SEE A -700 SERIES DRAWINGS
MAINTENANCE
SEE A -200 SERIES DRAWINGS
ADMINISTRATION BUILDING
SEE A -100 SERIES DRAWINGS
INFLUENT PUMP STATION
ELECTRICAL BUILDING
SEE A -300 SERIES DRAWINGS
I I
II
II
II
II
II
II
/
ARCHITECTURAL KEY PLAN
NOT TO SCALE
SEE A -400 SERIES DRAWINGS
SEE A -500 SERIES DRAWINGS
canthus Design Studio
architecture and landscape design
ICA Kenilworth road
Asheville, NC 28803
(828) 252 — %,40
LICENSE # 7915
NO DESCRIPTION DESCRIPTION
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APPENDIX "B"
Name of Project: Henderson Water Reclamation Facility Improvements
Address: 1646 W. Andrews Ave., Henderson NC 21536
Proposed Use: Administrative Offices
Owner or Authorized Agent: Tom Spain Phone # [phone]
Owned By: ®City /County El Private ❑State
Code Enforcement Jurisdiction: ®City ❑County
LEAD DESIGN PROFESSIONAL: McGill Associates
Doug Chapman
❑II -A
Designer
Firm
Name
License
Telephone#
Architectural
Acanthus
Chris Goodwin
NC 1915
(828) 252 -1640
Civil
McGill Associates
Doug Chapman
C -0459
(828) 328 -2024
Electrical
McGill Associates
Phil[ Fisher
C -0459
(828) 252 -0515
Fire Alarm
N/A
NNo
❑ Yes
Flood
Plumbing
Tilden White k Associates
Tilden White
028953
(828) 255 -4321
Mechanical
Tilden White t Associates
Tilden White
028953
(828) 255 -4321
Sprinkler -Sandpipe
N/A
❑ Parking Garage ❑ Open
❑ Enclosed
❑ Repair Garage
Structural
Sutton- Kennerly
Paul Fama
31393
(828) 214 -4440
Retaining Walls)5' High
N/A
West
> 10
0
Other
N/A
Z
5.2"
Z
2012 EDITION OF NC CODE FOR: Z New Construction El Addition ❑Upfit
EXISTING: El Reconstruction ❑Alteration ❑ Repair
CONSTRUCTED ORIGINAL USE RENOVATED CURRENT USE
BUILDING DATA
Construction Type:
❑ I -A
❑II -A
❑III -A ❑ IV ❑V -A
(C)
AREA FOR
FRONTAGE
INCREASE'
Primary Occupancy:
❑I -B
❑II -A
❑ III -B NV -B
❑ A -5
N Business
Mixed construction;
Factory ❑ F -I Moderate
NNo ❑Yes Types
Sprinklers;
NNo
❑ Partial
❑ Yes
❑ NFPA 13 ❑ NFPA 13R ❑ NFPA 13D
Standpipes:
NNo
❑ Yes
Class ❑ I
❑ II ❑ III ❑ Wet ❑ Dry
Fire District:
NNo
❑ Yes
Flood
Hazard Area: N No ❑ Yes
Building Height;
Feet 18915 Number of Stories I
Mezzanine:
NNo
❑ Yes
Storage ❑ 5-1 Moderate
❑ 5-2 Low ❑ High -Piled
Gross Building Area:
FLOOR EXISTING (SQ FT) NEW (SQ FT) SUB -TOTAL
6th Floor
5th Floor
4th Floor
3rd Floor
2nd Floor
Mezzanine
Ist Floor 2,863 2,863
Basement
TOTAL 2,843 2.863
Secondary Occupancy:
Special Uses: ❑ 402 ❑ 403 ❑ 404 ❑ 405 ❑ 406 ❑ 401 ❑ 408 ❑ 409 ❑ 410 ❑ 411 ❑ 412
El 413 El 414 El 415 El 416 El 411 El 418 El 419 El 120 El 421 El 422 El 423
Special Provisions: ❑ 509.2 ❑ 509.3 ❑509.4 ❑509.5 ❑ 509.6 ❑ 509.1 ❑ 509.8
Mixed Occupancy: N No ❑ Yes Separation: Hr. Exception:
❑ Non- Separated Mixed Occupancy (303.1 Exception)
The required type of construction for the building shall be determined bg applying the height and area
limitations for each of the applicable occupancies to the entire building. The most restrictive type of
construction, so determined, shall apply to the entire budding.
❑ Separated Mixed Occupancy (303.1/303.2) - See below for area calculations
For each story, the area of the occupancy shall be such that the sum of the ratios of the actual floor area
of each use divided by the allowable floor area for each use shall not exceed 1.
Actual Area of Occupancy A + Actual Area of Occupancy B ( 1
Allowable Area of Occupancy A Allowable Area of Occupancy B -
+ ..... = (I.00
STORY NO.
DESCRIPTION
AND USE
ALLOWABLE AREA
(B)
TABLE 5035
AREA
(C)
AREA FOR
FRONTAGE
INCREASE'
Primary Occupancy:
Assembly ❑
A -1 ❑A -2 ❑A -3
❑ A -4
❑ A -5
N Business
❑ Educational
Factory ❑ F -I Moderate
❑ F -2 Low
9,000 SF
Hazardous
❑ H -1 Detonate
❑ H -2 Deflagrate ❑ H -3 Combust ❑ H -9
Health ❑ H -5 HPM
Institutional
❑ 1 -1
❑ 1 -2 ❑ 1 -3
❑ 1 -4
N/A
CORRIDOR 112
1 -3 Use Condition
❑ I ❑ 2
❑ 3
❑ 4 ❑ 5
❑ Mercantile
Residential
❑ R -I ❑ R -2
❑ R -3
❑ R -4
Storage ❑ 5-1 Moderate
❑ 5-2 Low ❑ High -Piled
0
N/A
❑ Utility and
Miscellaneous
❑ Parking Garage ❑ Open
❑ Enclosed
❑ Repair Garage
Secondary Occupancy:
Special Uses: ❑ 402 ❑ 403 ❑ 404 ❑ 405 ❑ 406 ❑ 401 ❑ 408 ❑ 409 ❑ 410 ❑ 411 ❑ 412
El 413 El 414 El 415 El 416 El 411 El 418 El 419 El 120 El 421 El 422 El 423
Special Provisions: ❑ 509.2 ❑ 509.3 ❑509.4 ❑509.5 ❑ 509.6 ❑ 509.1 ❑ 509.8
Mixed Occupancy: N No ❑ Yes Separation: Hr. Exception:
❑ Non- Separated Mixed Occupancy (303.1 Exception)
The required type of construction for the building shall be determined bg applying the height and area
limitations for each of the applicable occupancies to the entire building. The most restrictive type of
construction, so determined, shall apply to the entire budding.
❑ Separated Mixed Occupancy (303.1/303.2) - See below for area calculations
For each story, the area of the occupancy shall be such that the sum of the ratios of the actual floor area
of each use divided by the allowable floor area for each use shall not exceed 1.
Actual Area of Occupancy A + Actual Area of Occupancy B ( 1
Allowable Area of Occupancy A Allowable Area of Occupancy B -
+ ..... = (I.00
STORY NO.
DESCRIPTION
AND USE
(A)
BLDG AREA
PER STORY
(ACTUAL)
(B)
TABLE 5035
AREA
(C)
AREA FOR
FRONTAGE
INCREASE'
(D)
AREA FOR
SPRINKLER
INCREASE'
(E)
ALLOWABL
AREA OR
UNLIMITED 3
(F)
MAXIMUM
BUILDING
AREA'
FIRST
ADMINISTRATIVE
2,863 SF
9,000 SF
N/A
0
9,000 SF
2,863 SF
Stories + I =
Stories I
Bearing walls
1
15 FEET
52 FEET
N/A
N/A
CORRIDOR 112
1
Exterior
15 FEET
95 FEET
N/A
N/A
CONFERENCE 1116
1
1
North
> 10
0
N/A
ENTIRE BLDG.
2
3
15 FEET
East
> 10
0
.4"
w
w
H
co
Frontage area increases from Section 506.2 are computed thus:
a. Perimeter which fronts a public way or open space havin�gg 20 feet minimum width = -----------
b. Total Building Perimeter = ----------- - - -(P)
c. Ratio (F /P) = --------- - - - - -- (F /P)
d. W = Minimum width of public way = ------ - - - - -- (W)
e. Percent of frontage increase 1 = 100 f F/P - 0.251 x W /30 = -------- - - - - -- ( %)
2 The sprinkler increase per Section 506.3 is as follows:
a. Multistory building 1 = 200 percent
b. Single story building 1 = 300 percent
3 Unlimited area applicable under conditions of Sections Group B, F. M, S, A -3, A -4 (501;
Group A motion picture (501.10); covered mall buildings (402.6); and H -2 aircraft paint hangers (501.8).
4 Maximum Building Area = total number of stories in the building x E (506.4)
5 The maximum area of parking garages must comply with Table 400.5. The maximum area of air traffic
control towers must comply with 412.1.2.
ALLOWABLE HEIGHT
(F)
FIRE PROTECTION REQUIREMENTS
Life Safety Plan Sheet #, if Provided
BUILDING ELEMENT
ALLOWABLE
(TABLE 503)
INCREASE FOR
SPRINKLERS
SHOWN ON PLANS
CODE
REFERENCE
Type of Construction
T e: V -B
Type: V -B
REQ'D
3uildin4 Hen ht in Feet
40' -0"
Feet= H + 20' =
❑ No
kuilding Height in Stories
I
Stories + I =
Stories I
Bearing walls
FIRE PROTECTION REQUIREMENTS
Life Safety Plan Sheet #, if Provided
BUILDING ELEMENT
FIRE
SEPARATION
DISTANCE
(FEET)
Z Yes
ATIN
DETAIL #
AND
SHEET #
DESIGN #
FOR
RATED
ASSEMBLY
DESIGN # FOR
RATED
PENETRATION
DESIGN #
FOR
RATED
JOINTS
REQ'D
PROVIDED
(W / -----
REDUCTION)
Structural frame,
including columns, girders,
trusses
Z Yes ❑
0
❑ No
N Yes
N/A
N/A
CORRIDOR 106
Bearing walls
1
15 FEET
52 FEET
N/A
N/A
CORRIDOR 112
1
Exterior
15 FEET
95 FEET
N/A
N/A
CONFERENCE 1116
1
1
North
> 10
0
N/A
ENTIRE BLDG.
2
3
15 FEET
East
> 10
0
.4"
w
w
H
co
12"
CONFERENCE 1116
West
> 10
0
O
.-.
0.2
Z
5.2"
Z
South
> 10
0
VARIES
81
M
0.2
cn
Interior
> 10
0
a
w
a
w 0
Nonbearing walls and
partitions
Exterior walls
North
> 10
0
East
> 10
0
West
> 10
0
South
>> 10
0
Interior walls and partitions
0
Floor construction
Including supporting
beams and joints
0
Roof construction
Including supporting
beams and joints
0
Shaft Enclosures - Exit
N/A
Shaft Enclosures - Other
N/A
Corridor Separation
N/A
Occupancy Separation
N/A
Party/ Fire Wall Separation
N/A
Smoke Barrier Separation
N/A
Tenant Separation
N A
Incidental Use Separation
1 HR.
1 HR.
A -101
UL# U309
* Indicates section number permitting reduction
LIFE SAFETY SYSTEM REQUIREMENTS
Emergency Lighting:
❑ No
Z Yes
Exit Signs:
❑ No
N Yes
Fire Alarm;
NNo
❑ Yes
Smoke Detection Systems:
❑ No
Z Yes ❑
Panic Hardware:
❑ No
N Yes
EXIT REQUIREMENTS
NUMBER AND ARRANGEMENT OF EXITS
FLOOR, ROOM OR
SPACE DESIGNATION
MINIMUM
NUMBER OF EXITS
TRAVEL DISTANCE
ARRANGEMENT MEANS OF
EGRESS"'(SECTION 1015.2)
REQUIREC
SHOWN
ON PLANE
ALLOWABLE TRAVEL
DISTANCE
(TABLE 1015.1)
ACTUAL
TRAVEL
DISTANCE
SHOWN ON
PLANS
REQUIRED
DISTANCE
BETWEEN
EXIT DOORS
ACTUAL
DISTANCE
SHOWN ON
PLANS
LOBBY 101
1
1
15 FEET
28 FEET
N/A
N/A
CORRIDOR 106
1
1
15 FEET
52 FEET
N/A
N/A
CORRIDOR 112
1
1
15 FEET
95 FEET
N/A
N/A
CONFERENCE 1116
1
1
15 FEET
19 FEET
N/A
N/A
ENTIRE BLDG.
2
3
15 FEET
52 FEET
48 FEET
86 FEET
.4"
w
w
H
co
12"
CONFERENCE 1116
356
15
24
O
.-.
0.2
Z
5.2"
Z
12"
ENTIRE BLDG.
2,863
VARIES
81
M
0.2
cn
11.4"
cn Z
108"
a
w
a
w 0
Corridor dead ends (Section 1011.3)
' Buildings with Single Exits (Table 1019.2), Spaces with one means of egress (Table 1015.1)
3 Common Path or Travel (Section 1014.3)
EXIT WIDTH
USE GROUP
OR SPACE
(a)
(b)
rM w�
(c)
EXIT WIDTH (in.) Z3'45F
DESCRIPTION
AREA
sq. ft.
AREA'
PER
OCCUPANT
(Table 1004.1.0
CALCULATED
OCCUPANT
LOAD
(a b)
EGRESS WIDTH
PER OCCUPANT
(TABLE 1005.1)
REQUIRED WIDTH
(Section 1005.0
(a / b) x c
ACTUAL WIDTH
SHOWN ON PLANS
STAIR
LEVEL
STAIR
LEVEL
STAIR
LEVEL
LOBBY 101
131
5
21
co
m
o\Z
0.2
5.4"
®
36"
CORRIDOR 106
983
100
10
�
V1
0.2
z
2"
��7x
12"
CORRIDOR 112
846
VARIES
26
W�
W
0.2
.4"
w
w
H
co
12"
CONFERENCE 1116
356
15
24
O
.-.
0.2
Z
5.2"
Z
12"
ENTIRE BLDG.
2,863
VARIES
81
M
0.2
cn
11.4"
cn Z
108"
a
w
a
w 0
See Table 1004.1.1 to determine whether net or gross area is applicable.
See definition "Area, Gross" and "Area, Net" (Section 1002)
' Minimum stairway width (Section 1009.1); min. corridor width (Section 1011.2); min. door width (Section 1008.0
3Minimum width of exit passageway (Section 1021.2)
45ee Section 1004.5 for converging exits.
'The loss of one means of egress shall not reduce the available capacity to less than 50 percent of the total required (Section
1005.0
`Assembly occupancies (Section 1025)
ENERGY REQUIREMENTS:
The following data shall be considered minimum and any special attribute required to meet the energy code shall
also be provided. Each Designer shall furnish the required portions of the project information for the plan data sheet.
If energy cost budget method, state the annual energy cost budget vs allowable annual energy cost budget.
THERMAL ENVELOPE
Method of Compliance:
®Prescriptive 18 % Glazed Wall Area
❑Performance ❑ Energy Cost Budget
Roof /ceiling Assembly (each assembly)
R -42 BATTS, METAL ROOF, 5/8" SHEATHING, DROP IN CEILING
U -Value of total assembly- 0.024
R -Value of insulation= 42
Skylights in each assembly- N/A
U -Value of skylight -NA
total square footage of skylights in each assembly -NA
Exterior Wall (each assembly)
Description of assembly- R -13 BATTS, R -7.5 CONTINUOUS RIGID, 1" AIR, 4" BRICK, 1/2" GYP. BOARD.
U -Value of total assembly- 0.43
R -Value of insulation- 24.5
Openings (windows or doors with glazing)
U -Value of assembly .30
shading coefficient .25
projection factor
low a required, if applicable
Door U- Value- .30 max.
Walls adjacent to unconditioned space (each assembly) -NA
Description of assembly
U -Value of total assembly=
R -Value of insulation=
Openings (windows or doors with glazing)
U -Value of assembly
low a required, if applicable
Door R- Volues-
Walls below grade (each assembly) N/A
Description of assembly
U -Value of total assembly -
R -Value of insulation-
Floors over unconditioned space (each assembly)- N/A
Description of assembly
U -Value of total assembly
R -Value of insulation
Floors slab on grade
Description of assembly- 4" CONCRETE SLAB ON GRADE
U -Value of total assembl - .05
R -Value of insulation- F5 min.) AROUND 24" WIDE PERIMETER
Horizontal/ vertical requirement -
slab heated- NO
NOTE: SEE MECI-- IANICAL, PLUMBING,
ELECTRICAL AND STRUCTURAL
DRAWINGS FOR THEM POTIONS OF
APPENDIX 'B'.
/4canthus Design Studio
arc h i t e c t u r e an d ldridscdpe design
ICA Kenilworth Road
Asheville, NC 28803
(828) 252 -640
LICENSE 4 1915
NO. I DATE I BY
REVISION DESCRIPTION
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IG D INSULATION
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HEATHING
LDG. WRAP
—13 BATTS
AIR SPACE
RICK VENEER
WOOD STUDS
NON— RATED, NON— BEARING
4 1/2
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OOD STUDS
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1
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4 1/2
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OOD STUDS
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1
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4 1/2
(6 1/2
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MOOD STUDS
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PARTITION
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MOOD STUDS
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NON— RATED, INSULATED
PARTITION
4�
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—YPE 'X' GYP. BD.
OOD SOUTHERN PINE #2 STUDS
" O.C. (16" O.C. WHERE REQUIRED
:RUCTURAL DESIGN)
1 HR. PARTITION ( UL# U309)
NO. I DATE I BY
N
;4canthus Design Studio
architecture dnd Idndscdpe design
ICA Kenilworth Road
Asheville, NC 28803
(828) 252 -140
LICENSE 4 1915
REVISION DESCRIPTION
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BY ST
.—
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1) LAYERS, 5/8"
—YPE 'X' GYP. BD.
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" O.C. (16" O.C. WHERE REQUIRED
:RUCTURAL DESIGN)
1 HR. PARTITION ( UL# U309)
NO. I DATE I BY
N
;4canthus Design Studio
architecture dnd Idndscdpe design
ICA Kenilworth Road
Asheville, NC 28803
(828) 252 -140
LICENSE 4 1915
REVISION DESCRIPTION
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CEILING LEGEND
ARMSTRONG 'CIRRUS # 556' OR EQUAL 2 x 2 DROP IN CEILING
WITH 1" EXPOSED TEE GRID.
SCALE: 1/4"= V -0"
2'X4' DROP -IN FLUORESCENT LIGHT FIXTURE. (4 LAMPS)
0 CEILING MOUNTED FLUORESCENT LIGHT FIXTURE. (2 LAMPS)
ARMSTRONG 'CLEAN ROOM VL #870' 2 x 4 DROP IN CEILING WITH FLUORESCENT STRIP FIXTURE.
CLEAN ROOM 1" EXPOSED TEE GRID OR EQUAL.
FLUORESCENT RECESSED CEILING CAN FIXTURE
NEW GYP. BD. CEILING.
HAVC GRILL
SEE MECHANICAL
�Q FLUORESCENT WALL SCONCE
NEW EXTERIOR WALL PACK
HI EXTERIOR EMERGENCY LIGHT FIXTURE.
HAVC GRILL- SEE MECHANICAL � CEILING MOUNTED ILLUMINATED EXIT SIGN.
® EXHAUST FAN. VENT TO EXTERIOR.
N
FOR MORE DETAILED LIGHTING
REQUIREMENTS INCLUDING EMERGENCY
LIGHTING, SEE LIGHTING PLAN ON
SHEET E -202 ANDLUMINAIRE SCHEDULE
ON SHEET E -030.
NO. I DATE I BY
/4canthus Deslar Studio
architecture and landscape design
10A Kenilworth ROdd
Asheville, NC 28803
(828) 252 —% -40
LICENSE :4 1915
REVISION DESCRIPTION
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EAST ELEVATION /4carthus Design S W
SCALE: 1/4"= 1' -0"
architecture and landscape design Q
ICA Kenilworth road
Asheville, NC 28803
(828) 252 — %,40
LICENSE 4 1915
SHEET
Aml 04
NO. DATE BY REVISION DESCRIPTION

RIDGE VENT
12
5
(2) LAYERS 1/2" TYPE 'X'
GYPSUM BOARD
CONTRACTOR SHAAL EXTEND
A 4 -INCH SCHEDULE 40 PVC
PIPE FROM THE ADMINISTRATION
BUILDING FOUNDATION DRAINS TO
THE NEAREST CATCH BASIN.
STORAGE
108
(1) LAYERS 5/8"
TYPE 'X' GYP.
BOARD EACH SIDE
SECTION 'A'
SCALE: 1/4"= 1' -0"
I" AIR SPACE
WATER - RESISTANT BARRIER
OVER SHEATHING- SEE STRUCTURAL
MASONRY VENEER ANCHORS
16" O.C. VERT., 24" HORIZ.
WEEP HOLES AT 24" O.C.
FILTERED LANDSCAPE FABRIC
4" FOUNDATION DRAIN
TYPICAL BASE SECTION
SCALE: 1"= 1' -0"
MAINTAIN A MIN.
OF I" CLEAR AIR
SPACE. USE BAFFLE
WHERE REQUIRED —
SUSPENDED ACOUSTIC
CEILING
HEADER -SEE STRUCTURAL
1/2" GYP. BD.
ALUM. WINDOW FRAME
12
�5
OFFICE
104
2" RIGID INSULATION
2 FEET WIDE AROUND
PERIMETER OF BUILDING.
2" RIGID INSULATION
2 FEET WIDE AROUND
PERIMETER OF BUILDING.
/
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l♦
CONC. SLAB- SEE STRUCTURAL
- UOU�U� O
�0�00
FINISH FLOOR
�15 MIL. VAPOR BARRIER
R -15 RIGID INSULATION
2 FEET WIDE AROUND
PERIMETER OF BUILDING.
4" GRAVEL
SEE STRUCTURAL FOR
FOOTING DESIGN
PRE -FAB TRUSS BY
TRUSS MFG.
METAL ROOF- SEE SPECS.
FOR UNDERLAYMENT.
R -42 BATTS- TYP.
5 1/2" CEMENT FIBER TRIM- TYPICAL
,---PAINTED G.I. FLASHING
RAIN
GUTTER
P< CEMENT FIBER FASCIA BOARD
C FIBER SOFFIT
® CONTINUOUS SOFFIT VENT
1 1/2 ", R -1.5 RIGID INSULATION
R -13 BATT INSULATION
WATER - RESISTANT BARRIER
OVER SHEATHING- SEE STRUCTURAL
I" AIR SPACE
BRICK VENEER
CHAMFERED LINTEL BRICK
PAINTED G.I. FLASHING
STEEL ANGLE LINTEL
2 TYPICAL EAVE SECTION
SCALE: 1"= 1' -0"
2
10
TRUSS BEARING: +10' -0" AFF.
IuiNnnui cm I +-;1 -n11
-BRICK SILL
- TYPICAL
FINISH FLOOR ELEV: +O' -O"
TRUSS BEARING: +10' -0" AFF.
RIDGE VENT
12
5
12
�5
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I I
101
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109 _
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SCALE: 1/4"= 1' -0"
2
107
FINISH FLOOR ELEV: +O' -p1. I i ......::::::::::::::::::° ::::::::::::::::::::::::::; i:...............i<
R -15 RIGID INSULATION
2 FEET WIDE AROUND
PERIMETER OF BUILDING.
SE
6XI
S1
BI
V1
S1
SE
0 3 L VE SECTION AT PORCH
SCALE: 1"= 1' -0"
SECTION 'C'
SCALE: 1/4"= 1' -0"
ALUM. WINDOW
PAINTED WOOF
1/2" GYP. BD.
TYPICAL WINDOW SILL
SCALE:
3
10
TAPERED BRICK
S
AT TOP AND BTM OLDIER COARSE
OFFSET I INCH.
9
-� 104
1
FLASH AND SEAL
CHAMFERED BRICK SILL
IT
SEAL
MATERIAL canthus Design studlo
dre Itecture drid ldrdscdpe eslgn
70.4 Kenilworth Road
VENEER ANCHORS Asheville, NC 28803
=RT., 24" HORIZ.
(828) 252 — % -40
LICENSE 4 1915
2 12 -11 -12 CSG ADDENDUM 2 DATED 12/11/12
NO. DATE BY REVISION DESCRIPTION
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TOILET ACCESSORIES SCHEDULE
NO.
DESCRIPTION
OF DE
AS SUPPLIEL BBYABRADLEY, ORGEQUAL
UNLESS OTHERWISE NOTED
TAI
TOILET PAPER HOLDER
508 -32
TA2
SOAP DISPENSER
6562
TA3
TOWEL DISPENSER /WASTE RECEPTACLE
2021 -10
TA4
36" GRAB BAR
812 SERIES
TA5
42" GRAB BAR
812 SERIES
TA6
18" VERTICAL GRAB BAR
812 SERIES
TAB
I MIRROR: 1' -6" WIDTH X 3' -0" HIGH
180 -1836
TA8
MIRROR: 2' -0" WIDTH X 5' -0" HIGH
180 -2960
TA9
TOILET IDENTIFICATION SIGNS
BLUE LAM PLASTIC
W /2 "H WHITE LETTERS
TA10
HANDICAP TOILET SIGN
BLUE LAM PLASTIC
W /WHITE WHEEL CHAIR
TAII
SHOWER SEAT
956(1)
TA12
CURTAIN BAR
9531 (36 11)
TA13
SHOWER CURTAIN
9533
TAM
LOCKERS
AS[ STORAGE, "TRADITIONAL COLLECTION"
NOTE: TOILET ROOMS ARE TO COMPLY WITH ALL
REQUIREMENTS OF THE NORTH CAROLINA BUILDING
CODE VOLUME I -C, SECTION 11.8.2.2
WOMEN'S MEN'S
103 102
LOBBY
101
1/2" FURRED
IPE CHASE.
0
T
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LO
0 I
I c
00 _
I
N
N
NOTE: RANGE, HOOD,
» 31-0j) ICE MAKER AND
REFRIGERATOR
TO BE SUPPLIED
BY OWNER. G.C.
\ / \ TO COORDINATE
EXHAUST FAN 0 WITH OWNER FOR
PROVIDE ACCESSIBLE / �; UTILITIES AND
REMOTE SWITCH FOR CONNECTIONS.
EXHAUST FAN -SEE i,
ELECTRICAL PLANS
FOR LOCATION ,o
I - 36 "W X 29" H
RANGE TO HAVE WOMEN'S FRONT CONTROLS ANGE J i' °°
u CLEAR OPEN SPACE
LOCKER � Z " N INSULATE BELOW SINK.
_ `�' XPOSED PIPES.
113 31-0))I,
11' -2"
o„ 5-11" 3' -3" RIO RO
SEE DETAILS 'A' G_LNTER ELEVATION OM 110
I �AAND 'B' BELOW SCALE: 1 4
FOR SHOWER. /
18" HIGH BENCH.
MUST SUPPORT
250 LBS. MINFAI TAII
2' -4" 2' -8" TAI—,(N
TA12
TA13 v
T Ate-- _
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A8 3, -1" 12' i1
00
TA9 2' —g»
TAIO
MEN'S
LOCKER
115
18" 18" VERIFY ACTU
HANDICAP HANDICAP HANDICAP WITH S IN ER
LAVATORY WATER WATER SPRAY. MID. S60 " "WLONG WITH SHOWER
EYE— CLOSET CLOSET FO DRINKING TAI
LEVEL 4O" FOUNTAIN _
°° CONTROL
2'4",12- 421, 12" AREA
TOILET X
W .. PAPER O N
1
U
T
HIGH LOW I I
- P7 CN
W MAX.__ 1 2" MAX. CURB OR
INSULATE ALL EXPOSED PIPES THRESHOLD
ACCESSIBLE ELEVATIONS
SCALE: 1/4"= V -0"
0_SH OWER ELEVATION
SCALE: 1/4 1' -0"
ACCESSIBLE TOILET ROOMS PLAN/ ELEVATION
SCALE: 1/4 27= 1' -017
N
I
0
SHELF AT
54" ABOVE SEE DETAIL 'F'
FLOOR W/
COAT BAR THIS SHEET
L
SHELF CLARIFICATION
0
I
N
T
J \-18" HIGH BENCH.
MUST SUPPORT
250 LBS. MIN.
SEE DETAIL 'G'
THIS SHEET.
BENCH CLARIFICATION
SHOWER SEAT AT 18"
ABOVE FLOOR. MUST
SUPPORT 250 LBS. MIN.
/2" MAX.
SHOWER PLAN
SCALE: 1 /4 "= 1' -0"
6' -1"
O
3' -4" 1" 3' -0" 4' -0"
I..L O
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MEN'S
LOCKER
115
18" 18" VERIFY ACTU
HANDICAP HANDICAP HANDICAP WITH S IN ER
LAVATORY WATER WATER SPRAY. MID. S60 " "WLONG WITH SHOWER
EYE— CLOSET CLOSET FO DRINKING TAI
LEVEL 4O" FOUNTAIN _
°° CONTROL
2'4",12- 421, 12" AREA
TOILET X
W .. PAPER O N
1
U
T
HIGH LOW I I
- P7 CN
W MAX.__ 1 2" MAX. CURB OR
INSULATE ALL EXPOSED PIPES THRESHOLD
ACCESSIBLE ELEVATIONS
SCALE: 1/4"= V -0"
0_SH OWER ELEVATION
SCALE: 1/4 1' -0"
ACCESSIBLE TOILET ROOMS PLAN/ ELEVATION
SCALE: 1/4 27= 1' -017
N
I
0
SHELF AT
54" ABOVE SEE DETAIL 'F'
FLOOR W/
COAT BAR THIS SHEET
L
SHELF CLARIFICATION
0
I
N
T
J \-18" HIGH BENCH.
MUST SUPPORT
250 LBS. MIN.
SEE DETAIL 'G'
THIS SHEET.
BENCH CLARIFICATION
SHOWER SEAT AT 18"
ABOVE FLOOR. MUST
SUPPORT 250 LBS. MIN.
/2" MAX.
SHOWER PLAN
SCALE: 1 /4 "= 1' -0"
x
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115
18" 18" VERIFY ACTU
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LAVATORY WATER WATER SPRAY. MID. S60 " "WLONG WITH SHOWER
EYE— CLOSET CLOSET FO DRINKING TAI
LEVEL 4O" FOUNTAIN _
°° CONTROL
2'4",12- 421, 12" AREA
TOILET X
W .. PAPER O N
1
U
T
HIGH LOW I I
- P7 CN
W MAX.__ 1 2" MAX. CURB OR
INSULATE ALL EXPOSED PIPES THRESHOLD
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SCALE: 1/4"= V -0"
0_SH OWER ELEVATION
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ACCESSIBLE TOILET ROOMS PLAN/ ELEVATION
SCALE: 1/4 27= 1' -017
N
I
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COAT BAR THIS SHEET
L
SHELF CLARIFICATION
0
I
N
T
J \-18" HIGH BENCH.
MUST SUPPORT
250 LBS. MIN.
SEE DETAIL 'G'
THIS SHEET.
BENCH CLARIFICATION
SHOWER SEAT AT 18"
ABOVE FLOOR. MUST
SUPPORT 250 LBS. MIN.
/2" MAX.
SHOWER PLAN
SCALE: 1 /4 "= 1' -0"
PLASTIC LAMINATE
COUNTER TOP
STEEL BRACKET A
24" ON CENTER
�l
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3' -0"
INTERIOR ELEVATION ROOM 116
SCALE: 1/4"= 1' -0"
ADJUSTABLE
PLYWOOD SHE
STAIN FINISH.
SHELF SECTION
SCALE: 3/4 "= V -0"
PLASTIC LAMINATE
PLYWOOD BENCH
2x4 BLOCK
2" STEEL TUBE BRACKET
AT 16" ON CENTER
BENCH SECTION
SCALE: 1"= V -0"
2 BENCHES IN ADMINISTRATION BUILDING
2 BENCHES IN MAINTENANCE BUILDING
BENCH CLARIFICATION
�' -6 "I, 3' -6" I, 4' -0" I, 3' -6" I,
LR.
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SCALE: 3/4 "= V -0"
PLASTIC LAMINATE
PLYWOOD BENCH
2x4 BLOCK
2" STEEL TUBE BRACKET
AT 16" ON CENTER
BENCH SECTION
SCALE: 1"= V -0"
2 BENCHES IN ADMINISTRATION BUILDING
2 BENCHES IN MAINTENANCE BUILDING
BENCH CLARIFICATION
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LR.
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PLASTIC LAMINATE
PLYWOOD SHELF
I" CHROME COAT BAR
2" STEEL TUBE BRACKET —
PLASTIC LAMINATE PLYWOOD
BRACKET AT 24" O.C.
5 2 -22 -13 CSG
NO. DATE BY
SHELF CLARIFICATION
� SHELF SECTION
acanthus [Design Studio
architecture drd Idrdscdpe design
10.4 Kenilworth Road
Asheville, NC 28803
(828) 252 -740
LICENSE :4 1915
BENCH AND SHELF CLARIFICATION
REVISION DESCRIPTION
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WINDOW SCHEDULE
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CL
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103A
LO
I
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1' -O"
d
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3'
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10-IA
A
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FIXED
8' -0 " "x 5' -6"
1" INSULATED
108A
B
ALUMINUM
FIXED
4' -O " "x 5' -6"
I" INSULATED
108B
C
ALUMINUM
FIXED
9' -8 " "x 8' -6"
I" INSULATED- TEMPERED
108C
WINDOW TYPES
SUSPEND
CEILING
HEADER -
1/2" GYP
ALUM. WIP
ALUM. D(
d
NI
8'-0"
L
2" 2" 2"
EQ. EQ. EQ. 6 EQ.
TYPE 'A'
d
N
3'
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x
1'
NI
102A
TYPE 'A'
d
N
3'
-0"
x
1'
NI
102A
3'
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x
I
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103A
LO
I
x
1' -O"
d
N
3'
-0"
ALUM. DOOR I
DOOR SWEEP
EXTERIOR DOOR HEAD
SCALE: 1 "= 1' -0"
4' -0"
2"
2„
EQ. EQ.
ABLED ACCESSIBLE
MINUM THRESHOLD
OPE SLAB 1% DOWN
JAY FROM BUILDING
EXTERIOR DOOR THRESHOLD
SCALE: 1"= 1' -0"
TYPE 'B'
N 1-
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LO SEE DOOR
TYPE 'D -1'
O
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r-
HEADER -SEE
1/2" GYP. BD.
LOUVER FRAM
9' -8„
2 2
3' -0" 3' -0" 3' -0" 2„
T
T
T T
TYPE 'C'
LOUVER FRAMI
1/2" GYP. BD.
3 LOUVER SECTION
SCALE: 1 "= 1' -0"
T= TEMPERED GLASS
0
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FLASH AND SEAL
DOOR SCHEDULE
DOOR
cr
W
z
SIZE (W X H)
IOIA
3'
-0"
x
1'
-0"
102A
3'
-0"
x
1'
-0"
103A
3' -O"
GYPSUM WALL BOARD
x
1' -O"
WD I
104A
3'
-0"
x
-l'
-O"
IOSA
3'
-O"
x
1'
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105B
3'
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x
1'
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106A
3'
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x
I'
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10-IA
3'
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x
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108A
3'
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x
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108B
3'
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108C
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109A
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3'
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x
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3'
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x
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113A
3'
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114A
3'
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114B
3'
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3'
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x
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PAINT
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3'
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VINYL COMPOSITION TILE
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PAINT
D -2
WD I
PAINT
PAINT
D -2
WD
HOLLOW METAL
PAINT
D -2
WD
DARK BRONZE
PAINT
D -I
AL /GL
SOLID CORE FLUSH WOOD
FACTORY
D -2
WD
•
PAINT
D -2
WD
120 M
PAINT
D -2
WD
120 M
PAINT
D -2
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20 M
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D -2
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PAINT
D -2
WD
91 -01,
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D -2
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PAINT
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20 M
FACTORY
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D -2
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FRAMES
DETAILS
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FACTOR
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2/ A -107
GYPSUM WALL BOARD
HM
WATER RESISTANT GWB
PAINT
PAINT
TB
CEMENT TILE BACKER BOARD
HM
HOLLOW METAL
PAINT
ALUMINUM
DK. BRZ.
DARK BRONZE
HM
STEEL
PAINT
SOLID CORE FLUSH WOOD
20 M
20 MINUTE FIRE LABEL
HM
•
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PT
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HM
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PAINT
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VCT
ALUM.
GWB
FACTOR
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GWB
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20 M
PAINT
GWB
PT
9' -0"
HM
20 M
PAINT
VCT
RB
GWB
HM
GWB
PAINT
GWB
PT
GWB
HM
9' -0"
PAINT
106
CORRIDOR
VCT
HM
GWB
PAINT
GWB
PT
GWB
HM
GWB
PAINT
9' -0"
ACT
101
ALUM.
VCT
FACTOR
1/ A -107
2/ A -107
GWB
ALUM.
GWB
FACTOR
GWB
PT
9' -0"
HM
108
PAINT
VCT
RB
GWB
ALUM.
GWB
FACTOR
1/ A -107
2/ A -107
GWB
PT
10' -0"
PAINT
109
ADMINISTRATOR
D -2
FLOOR BASE W A L L S
NORTH
SOUTH
D -3
EAST
DWIN �y, N
`'A, 6-
0
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V
Z O
O
Q
2 �
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L.LJ LLJ
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w 0
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=
ABBREVIATIONS
? "x 24"
OUVER
CONC.
SEALED CONCRETE
CT -CV
CERAMIC TILE- COVED BASE
VCT
VINYL COMPOSITION TILE
RB
RUBBER BASE
GWB
GYPSUM WALL BOARD
WRGWB
WATER RESISTANT GWB
PT
PAINT
TB
CEMENT TILE BACKER BOARD
HM
HOLLOW METAL
ALUM.
ALUMINUM
DK. BRZ.
DARK BRONZE
STL.
STEEL
WD
SOLID CORE FLUSH WOOD
20 M
20 MINUTE FIRE LABEL
ACT
•
PT
GWB
PT
GWB
CEILING
•
WEST
103
.,
VCT
RB
GWB
PT
GWB
PT
GWB
PT
GWg
PT
91 -01,
ACT
104
OFFICE
VCT
RB
GWB
•� ..
GWB
PT
GWB
PT
GWB
PT
9' -0"
ACT
105
OFFICE
VCT
RB
GWB
PT
GWB
PT
GWB
PT
GWB
PT
9' -0"
ACT
106
CORRIDOR
VCT
RB
GWB
PT
GWB
PT
GWB
PT
GWB
PT
9' -0"
ACT
101
OFFICE
VCT
RB
GWB
PT
GWB
PT
GWB
PT
GWB
PT
9' -0"
ACT
108
STORAGE
VCT
RB
GWB
PT
GWB
PT
GWB
PT
GWB
PT
10' -0"
GWB PT
109
ADMINISTRATOR
VCT
RB
GWB
PT
GWB
PT
GWB
PT
GWB
PT
9' -0"
ACT
110
BREAK ROOM
VCT
RB
GWB
PT
GWB
PT
GWB
PT
GWB
PT
9' -0"
ACT
III
MECHANICAL ROOM
VCT
RB
GWB
PT
GWB
PT
GWB
PT
GWB
PT
9' -0"
ACT
112
CORRIDOR
VCT
RB
GWB
PT
GWB
PT
GWB
PT
GWB
PT
9' -0"
ACT
113
WOMEN'S ROOM
VCT
RB
GWB
PT
WRGWB
PT
WRGWB
PT
WRGWB
PT
9' -0"
ACT
114
VESTIBULE
VCT
RB
GWB
PT
GWB
PT
GWB
PT
GWB
PT
9' -0"
ACT
115
EN'S ROOM I
VCT
RB iGWB
IPT I
WRGWB
IPT
I WRGWB
IPT
lWRGWB
IPT
1 9' -0"
ACT
116
ONFERENCE I
VCT I
RB 1GWB
IPT I
GWB
IPT
1GWB
IPT
1GWB
IPT
9' -O"
ACT
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NO. I DATE I BY
/4canthus Design Studio
architecture and ldrdscdpe deesigh
ICA Kenilworth Road
Asheville, NC 28803
(828) 252 -140
LICENSE 4 1915
REVISION DESCRIPTION
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ABBREVIATIONS
? "x 24"
OUVER
CONC.
SEALED CONCRETE
CT -CV
CERAMIC TILE- COVED BASE
VCT
VINYL COMPOSITION TILE
RB
RUBBER BASE
GWB
GYPSUM WALL BOARD
WRGWB
WATER RESISTANT GWB
PT
PAINT
TB
CEMENT TILE BACKER BOARD
HM
HOLLOW METAL
ALUM.
ALUMINUM
DK. BRZ.
DARK BRONZE
STL.
STEEL
WD
SOLID CORE FLUSH WOOD
20 M
20 MINUTE FIRE LABEL
ACT
ACOUSTICAL CEILING TILE
PT
GWB
PT
GWB
CEILING
9' -0"
WEST
103
WOMEN'S ROOM
VCT
NO. I DATE I BY
/4canthus Design Studio
architecture and ldrdscdpe deesigh
ICA Kenilworth Road
Asheville, NC 28803
(828) 252 -140
LICENSE 4 1915
REVISION DESCRIPTION
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MAT.
FINISH
MAT.
FINISH
MAT.
FINISH
MAT.
FINISH
HEIGHT
MATERIAL
101
LOBBY
VCT
RB
GWB
PT
GWB
PT
GWB
PT
GWB
PT
9' -0"
ACT
102
MEN'S ROOM
VCT
RB
GWB
PT
GWB
PT
GWB
PT
GWB
PT
9' -0"
ACT
103
WOMEN'S ROOM
VCT
RB
GWB
PT
GWB
PT
GWB
PT
GWg
PT
91 -01,
ACT
104
OFFICE
VCT
RB
GWB
PT
GWB
PT
GWB
PT
GWB
PT
9' -0"
ACT
105
OFFICE
VCT
RB
GWB
PT
GWB
PT
GWB
PT
GWB
PT
9' -0"
ACT
106
CORRIDOR
VCT
RB
GWB
PT
GWB
PT
GWB
PT
GWB
PT
9' -0"
ACT
101
OFFICE
VCT
RB
GWB
PT
GWB
PT
GWB
PT
GWB
PT
9' -0"
ACT
108
STORAGE
VCT
RB
GWB
PT
GWB
PT
GWB
PT
GWB
PT
10' -0"
GWB PT
109
ADMINISTRATOR
VCT
RB
GWB
PT
GWB
PT
GWB
PT
GWB
PT
9' -0"
ACT
110
BREAK ROOM
VCT
RB
GWB
PT
GWB
PT
GWB
PT
GWB
PT
9' -0"
ACT
III
MECHANICAL ROOM
VCT
RB
GWB
PT
GWB
PT
GWB
PT
GWB
PT
9' -0"
ACT
112
CORRIDOR
VCT
RB
GWB
PT
GWB
PT
GWB
PT
GWB
PT
9' -0"
ACT
113
WOMEN'S ROOM
VCT
RB
GWB
PT
WRGWB
PT
WRGWB
PT
WRGWB
PT
9' -0"
ACT
114
VESTIBULE
VCT
RB
GWB
PT
GWB
PT
GWB
PT
GWB
PT
9' -0"
ACT
115
EN'S ROOM I
VCT
RB iGWB
IPT I
WRGWB
IPT
I WRGWB
IPT
lWRGWB
IPT
1 9' -0"
ACT
116
ONFERENCE I
VCT I
RB 1GWB
IPT I
GWB
IPT
1GWB
IPT
1GWB
IPT
9' -O"
ACT
NO. I DATE I BY
/4canthus Design Studio
architecture and ldrdscdpe deesigh
ICA Kenilworth Road
Asheville, NC 28803
(828) 252 -140
LICENSE 4 1915
REVISION DESCRIPTION
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APPENDIX "B"
Name of Project: Henderson Water Reclamation Facility Improvements
Address: 1646 W. Andrews Ave., Henderson NC 21536
Proposed Use: Motor Vehicle Repair
Owner or Authorized Agent: Tom Spain Phone It (252) 431 -600
Owned $g: ®City /County El Private
Code Enforcement Jurisdiction: ®City ❑County
❑State
LEAD DESIGN PROFESSIONAL: McGill Associates Doug
Chapman
(C)
AREA FOR
FRONTAGE
INCREASE'
Designer
Firm Name
License
Telephone#
Architectural
Acanthus Chris Goodwin
NC 1915
(828) 252 -1640
Civil
McGill Associates Doug Chapman
C -0459
(828) 328 -2024
Electrical
McGill Associates Phill Fisher
C -0459
(828) 252 -0515
Fire Alarm
N/A
®No
❑ Yes
Plumbing
Tilden White t Associates Tilden White
028953
(828) 255 -4321
Mechanical
Tilden White t Associates Tilden White
028953
(828) 255 -4321
Sprinkler -5andpipe
N/A
❑ S -2 Lou ❑ High -Piled
0
Structural
Sutton- Kennerllg Paul Fama
031393
(828) 214 -4440
Retaining Walls)5' High
N/A
> 10
0
Other
N/A
1
15 FEET
2012 EDITION OF NC
CODE FOR: ® New Construction El Addition
❑Upfit
0
EXISTING: El Reconstruction ❑Alteration ❑ Repair
1 2
15 FEET
CONSTRUCTED
ORIGINAL USE RENOVATED
CURRENT USE
BUILDING DATA
EXISTING (50 FT) NEW (50 FT)
SUB -TOTAL
Construction Type:
(C)
AREA FOR
FRONTAGE
INCREASE'
❑ I -A
❑II -A ❑III -A ❑ IV ❑V -A
A -1 ❑A -2 ❑A -3
❑ A -4
❑I -B
❑II -A ❑ III -B NV -B
❑ Educational
3rd Floor
Mixed construction: ®No ❑Yes Types
Sprinklers:
®No
❑ Partial
❑ Yes ❑ NFPA 13 ❑ NFPA 13R ❑ NFPA 13D
Standpipes:
Z No
❑ Yes
Class ❑ I ❑ II ❑ III ❑ Wet ❑ Dry
Fire District:
®No
❑ Yes
Flood Hazard Area: ® No ❑ Yes
Budding Height:
Feet 2_5 Number of Stories I
Mezzanine:
❑ No
R Yes
❑ R -1 ❑ R -2
Gross Building Area:
FLOOR
EXISTING (50 FT) NEW (50 FT)
SUB -TOTAL
6th Floor
(C)
AREA FOR
FRONTAGE
INCREASE'
Primary Occupancy:
5th Floor
A -1 ❑A -2 ❑A -3
❑ A -4
4th Floor
❑ Business
❑ Educational
3rd Floor
❑ F -2 Lou
9,000 SF
2nd Floor
❑ H -1 Detonate
❑ H -2 Deflagrate ❑ H -3 Combust ❑ H -4
Mezzanine
119
119
Ist Floor
3,958
3,958
Basement
1 -3 Use Condition
❑ I ❑ 2
TOTAL
4,131
4,131
Secondary Occupancy:
Special Uses: ❑ 402 ❑ 403 ❑ 404 ❑ 405 ❑ 406 ❑ 401 ❑ 408 ❑ 409 ❑ 410 ❑ 411 ❑ 412
El 413 El 114 El 415 El 416 El 411 El 418 El 419 El 420 El 121 El 122 El 423
Special Provisions: ❑ 509.2 ❑ 509.3 ❑509.4 ❑509.5 ❑ 509.6 ❑ 509.1 ❑ 509.8
Mixed Occupancy: ❑ No ❑ Yes Separation: Hr. Exception:
❑ Non- Separated Mixed Occupancy (303.1 Exception)
The required type of construction for the building shall be determined bg applying the height and area
limitations for each of the applicable occupancies to the entire building. The most restrictive type of
construction, so determined, shall apply to the entire building.
❑ Separated Mixed Occupancy (303.1/303.2) - See below for area calculations
For each story, the area of the occupancg shall be such that the sum of the ratios of the actual floor area
of each use divided bg the allowable floor area for each use shall not exceed 1.
Actual Area of Occupancy A + Actual Area of Occupancy B
Allowable Area of Occupancy A Allowable Area of Occupancy B -
+ + ..... = D.00
STORY NO.
DESCRIPTION
AND USE
ALLOWABLE AREA
(B)
rABLE 5035
AREA
(C)
AREA FOR
FRONTAGE
INCREASE'
Primary Occupancy:
Assembly ❑
A -1 ❑A -2 ❑A -3
❑ A -4
❑ A -5
❑ Business
❑ Educational
Factorg ❑ F -1 Moderate
❑ F -2 Lou
9,000 SF
Hazardous
❑ H -1 Detonate
❑ H -2 Deflagrate ❑ H -3 Combust ❑ H -4
Health ❑ H -5 HPM
Institutional
❑ 1 -1
❑ 1 -2 ❑ 1 -3
❑ 1 -4
119 SF
OFFICE 103
1 -3 Use Condition
❑ I ❑ 2
❑ 3
❑ 4 ❑ 5
❑ Mercantile
Residential
❑ R -1 ❑ R -2
❑ R -3
❑ R -4
Storage ® S -1 Moderate
❑ S -2 Lou ❑ High -Piled
0
N/A
❑ Utility and
Miscellaneous
❑Parking Garage ❑ Open
❑ Enclosed
❑ Repair Garage
Secondary Occupancy:
Special Uses: ❑ 402 ❑ 403 ❑ 404 ❑ 405 ❑ 406 ❑ 401 ❑ 408 ❑ 409 ❑ 410 ❑ 411 ❑ 412
El 413 El 114 El 415 El 416 El 411 El 418 El 419 El 420 El 121 El 122 El 423
Special Provisions: ❑ 509.2 ❑ 509.3 ❑509.4 ❑509.5 ❑ 509.6 ❑ 509.1 ❑ 509.8
Mixed Occupancy: ❑ No ❑ Yes Separation: Hr. Exception:
❑ Non- Separated Mixed Occupancy (303.1 Exception)
The required type of construction for the building shall be determined bg applying the height and area
limitations for each of the applicable occupancies to the entire building. The most restrictive type of
construction, so determined, shall apply to the entire building.
❑ Separated Mixed Occupancy (303.1/303.2) - See below for area calculations
For each story, the area of the occupancg shall be such that the sum of the ratios of the actual floor area
of each use divided bg the allowable floor area for each use shall not exceed 1.
Actual Area of Occupancy A + Actual Area of Occupancy B
Allowable Area of Occupancy A Allowable Area of Occupancy B -
+ + ..... = D.00
STORY NO.
DESCRIPTION
AND USE
(A)
BLDG AREA
PER STORY
(ACTUAL)
(B)
rABLE 5035
AREA
(C)
AREA FOR
FRONTAGE
INCREASE'
(D)
AREA FOR
SPRINKLER
INCREASE2
(E)
ALLOWABLE
AREA OR
UNLIMITED'
(F)
MAXIMUM
BUILDING
AREA
FIRST
SHOP/STORAGE
3933 SF
9,000 SF
N/A
0
9,000 SF
3958 SF
MEZZ.
MECH. LOFT
119 SF
934 SF
N/A
0
934 SF
119 SF
OFFICE 103
1
Exterior
15 FEET
53 FEET
N/A
N/A
OFFICE 104
1
1
North
> 10
0
N/A
WOMEN'S ROOM
1
1
15 FEET
East
> 10
0
MEN'S ROOM
I
1
Frontage area increases from Section 506.2 are computed thus:
a. Perimeter which fronts a public way or open space havingg 20 feet minimum width = -----------
b. Total Building Perimeter = ______________(P)
c. Ratio (F /P) = _______________ (F /P)
d. W = Minimum width of public way _ ____________ (W)
e. Percent of frontage increase 1 = 100 f F/P - 0.251 x W /30 = ______________ ( %)
2 The spmnkler increase per Section 506.3 is as follows:
a. MuItrstorg building 1 = 200 percent
b. Single story building 1 = 300 percent
3 Unlimited area applicable under conditions of Sections Group B, F, M, S, A -3, A -4 (501;
Group A motion picture (501.10); covered mall buildings (402.0; and H -2 aircraft paint hangers (501.8).
' Maximum Building Area = total number of stories in the building x E (506.4)
5 The maximum area of parking garages must comply with Table 400.5. The maximum area of air traffic
control towers must complg with 412.1.2.
ALLOWABLE HEIGHT
(F)
FIRE PROTECTION REQUIREMENTS
Life Safety Plan Sheet #, if Provided
BUILDING ELEMENT
ALLOWABLE
(TABLE 503)
INCREASE FOR
SPRINKLERS
SHOWN ON PLANS
CODE
REFERENCE
Ttlpe of Construction
T e: V -B
T e: V -B
REQ'D
3uilding Height in Feet
40' -0"
Feet= H + 20' =
21' -6"
❑ No
building Height in Stories
I
Stories + I = ___ ---
Stories I
Bearing walls
FIRE PROTECTION REQUIREMENTS
Life Safety Plan Sheet #, if Provided
BUILDING ELEMENT
FIRE
SEPARATION
DISTANCE
(FEET)
® Yes
RATING
DETAIL #
AND
SHEET #
DESIGN #
FOR
RATED
ASSEMBLY
DESIGN # FOR
RATED
PENETRATION
DESIGN #
FOR
RATED
JOINTS
REQ'D
PROVIDED
(W / - - - --
REDUCTION)
Structural frame,
including columns, girders,
trusses
® Yes ❑ Partial_______________
0
❑ No
® Yes
42 FEET
58 FEET
BREAKROOM 102
Bearing walls
1
15 FEET
66 FEET
N/A
N/A
OFFICE 103
1
Exterior
15 FEET
53 FEET
N/A
N/A
OFFICE 104
1
1
North
> 10
0
N/A
WOMEN'S ROOM
1
1
15 FEET
East
> 10
0
MEN'S ROOM
I
1
15 FEET
21 FEET
West
> 10
0
1 2
1 2
15 FEET
13 FEET
I N/A
South
> 10
0
50
3
W
0.2
0 Q
Interior
> 10
0
MEN'S ROOM
131
50
3
Nonbearing walls and
partitions
Exterior walls
.6"
36"
ELECTRICAL ROOM
313
300 GROSS
North
> 10
0
.13"
84"
East
> 10
0
West
> 10
0
South
> 10
0
Interior walls and partitions
0
Floor construction
Including supporting
beams and joints
0
Roof construction
Including supporting
beams and joints
0
Shaft Enclosures - Exit
N/A
Shaft Enclosures - Other
N A
Corridor Separation
N/A
Occupancy Separation
N/A
Party/ Fire Wall Separation
N/A
Smoke Barrier Separation
N/A
Tenant Separation
_W 7A
Incidental Use Separation
N/A
* Indicates section number permitting reduction
LIFE SAFETY SYSTEM REQUIREMENTS
Emergency Lighting:
❑ No
® Yes
Exit Signs:
❑ No
® Yes
Fire Alarm:
® No
❑ Yes
Smoke Detection Systems:
❑ No
® Yes ❑ Partial_______________
Panic Hardware:
❑ No
® Yes
EXIT REQUIREMENTS
NUMBER AND ARRANGEMENT OF EXITS
FLOOR, ROOM OR
SPACE DESIGNATION
MINIMUM'
NUMBER OF EXITS
TRAVEL DISTANCE
ARRANGEMENT MEANS OF
EGRESS"(SECTION 1015.2)
REQUIREE
SHOWN
ON PLANE
ALLOWABLE TRAVEL
DISTANCE
(TABLE 1015.1)
ACTUAL
TRAVEL
DISTANCE
SHOWN ON
PLANS
REQUIRED
DISTANCE
BETWEEN
EXIT DOORS
ACTUAL
DISTANCE
SHOWN ON
PLANS
SHOP /STORAGE
2
2
15 FEET
58 FEET
42 FEET
58 FEET
BREAKROOM 102
I
1
15 FEET
66 FEET
N/A
N/A
OFFICE 103
1
1
15 FEET
53 FEET
N/A
N/A
OFFICE 104
1
1
15 FEET
42 FEET
N/A
N/A
WOMEN'S ROOM
1
1
15 FEET
33 FEET
N/A
N/A
MEN'S ROOM
I
1
15 FEET
21 FEET
N/A
N/A
ELECTRICAL ROOM
1 2
1 2
15 FEET
13 FEET
I N/A
I N/A
WOMEN'S ROOM
131
50
3
W
0.2
0 Q
.6"
Q
1 36"
MEN'S ROOM
131
50
3
Corridor dead ends (Section 1011.3)
Buildings with Single Exits (Table 1019.2), Spaces with one means of egress (Table 1015.1)
' Common Path or Travel (Section 1014.3)
EXIT WIDTH
USE GROUP
OR SPACE
(a)
(b)
LO
CD
CD
(c)
EXIT WIDTH (in.) 2,3.4SE
DESCRIPTION
AREA
sq. ft.
AREA'
PER
OCCUPANT
(Table 1004.1.1)
CALCULATED
OCCUPANT
LOAD
(a b)
EGRESS WIDTH
PER OCCUPANT
(TABLE 1005.1)
REQUIRED WIDTH
(Section 1005.1)
(a / b) x c
ACTUAL WIDTH
SHOWN ON PLANS
STAIR
LEVEL
STAIR
LEVEL
STAIR
LEVEL
SHOP/ STORAGE
2800
100
28
co
M
0.2
H
5.6"
12"
BREAKROOM 102
135
15
9
0.2
o
co
o
1.8"
U
36"
OFFICE 103
135
100
2
H
0.2
.4"
36"
OFFICE 109
135
100
2
Z
0.2
A"
36"
WOMEN'S ROOM
131
50
3
W
0.2
0 Q
.6"
Q
1 36"
MEN'S ROOM
131
50
3
0.2
.6"
36"
ELECTRICAL ROOM
313
300 GROSS
1
0.2
.13"
84"
See Table 1004.1.1 to determine whether net or gross area is applicable.
See definition "Area, Gross" and "Area, Net" (Section 1002)
2 Minimum stairway width (Section 1009.1); min. corridor width (Section 1011.2); min. door width (Section 1008.1)
3Minmum width of exit passageway (Section 1021.2)
'See Section 1004.5 for converging exits.
'The loss of one means of egress shall not reduce the available capacity to less than 50 percent of the total required (Section
1005.1)
Assembly occupancies (Section 1025)
ENERGY REQUIREMENTS:
The following data shall be considered minimum and any special attribute required to meet the energy code shall
also be provided. Each Designer shall furnish the required portions of the project information for the plan data sheet.
If energy cost budget method, state the annual energy cost budget vs allowable annual energy cost budget.
THERMAL ENVELOPE
Method of Compliance:
®Prescriptive Q % Glazed Wall Area
❑Performance ❑ Energy Cost Budget
Roof /ceiling Assembly (each assembly)
R -30 BATTS, METAL ROOF DECK
U -Value of total assembly- 0.033
R -Value of insulation= 30
Skylights in each assembly
U -Value of skylight 0.60
total square footage of skylights in each assembly 24 s.f.
Exterior Wall (each assembly)
Description of assembly- R -19 BATTS
U -Value of total assembly- 0.05
R -Value of insulation- 19
Openings (windows or doors with glazing)
U -Value of assembly .30
shading coefficient .25
projection factor
low a required, if applicable
Door U- Values- .30
Walls adjacent to unconditioned space (each assembly) -
Description of assembly
U -Value of total assembly = 0.07
R -Value of insulation= 13
Openings (windows or doors with glazing)
U -Value of assembly .30
low a required, if applicable
Door R- Values -13
Walls below grade (each assembly) N/A
Description of assembly
U -Value of total assembly -
R -Value of insulation-
Floors over unconditioned space (each assembly)- N/A
Description of assembly
U -Value of total assembly
R -Value of insulation
Floors slab on grade
Description of assembly- 4" CONCRETE SLAB ON GRADE
U -Value of total assembly- 18
R -Value of insulation - (15) AROUND 24" WIDE PERIMETER
Horizontal/ vertical requirement -
slab heated- NO
NOTE: SEE MECHANICAL, PLUMBING,
ELECTRICAL AND STRUCTURAL
DRAWINGS FOR THEIR PORTIONS OF
APPENDIX 'B'.
NO. I DATE I BY
;4canthus Design Studio
architecture and
landscape design
ICA Kenilworth Road
Asheville, NC 28803
(828) 252 - %-40
LICENSE 4 7915
REVISION DESCRIPTION
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A -200

3' -7„
EXTERIOR FACE OF SHEATHING
14' -9"
O O O O
FLOOR PLAN
SCALE: 1/4"= 1' -0"
I
4I
WALL TYPES
1/2" GYP. BD.
1OOD STUDS
NON —RATED PARTITION
6
1/2
� -13 BATTS
- 1/2" GYP. BD.
MOOD STUDS
3" 0. c.
SIDE SHEATHING
SHOWN ON
;TURAL DRAWINGS).
NON— RATED,
SIMILAR WITH
NSULATED WALL
2x8 STUDS WALL
EXTERIOR METAL
SIDING PER
METAL BUILDING
M FG.
INSULATION
PER METAL
BUILDING MFG.
FRAMING PER
METAL BUILDING
MFG.
NON— RATED, NON— BEARING
EXTERIOR WALL (WAREHOUSE)
EXTERIOR METAL
SIDING TO MATCH
METAL BUILDING
SHEATHING PER
STRUCTURAL
/2" CDX PLYWD
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EXTERIOR METAL SIDING
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1/2 11 GYP. BD.
NON— RATED, NON— BEARING
EXTERIOR WALL (OFFICE/ RESTROOM LOCKER)
NO. I DATE I BY
cant-hus D&sign s
arc Ite cture drd Idrdscdpe design
10A Kenilworth Road
Asheville, NC 28803
(828) 2S2 — % -40
LICENSE 4 1911
REVISION DESCRIPTION
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NO. I DATE I BY
cant-hus D&sign s
arc Ite cture drd Idrdscdpe design
10A Kenilworth Road
Asheville, NC 28803
(828) 2S2 — % -40
LICENSE 4 1911
REVISION DESCRIPTION
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PER METAL BUILDING MFG.
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SCALE: 1/2"= 1' -0"
NO. I DATE I BY
14canthus Design Studio
architecture and kandscape design
ICA Kenilworth ROdd
Asheville, NC 28803
(828) 252 —%-40
LICENSE # 1915
REVISION DESCRIPTION
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SCALE: 1/2"= 1' -0"
NO. I DATE I BY
14canthus Design Studio
architecture and kandscape design
ICA Kenilworth ROdd
Asheville, NC 28803
(828) 252 —%-40
LICENSE # 1915
REVISION DESCRIPTION
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Q
architecture and landscape design
10A Kenilworth Road
Asheville, NC 28803
(828) 252 —%,40
LICENSE # 1915 SHEET
A=203
NO. DATE BY REVISION DESCRIPTION

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10A Kenilworth Road
Asheville, NC 28803
(828) 2S2-7640
LICENSE :4 791S
SHEET
A=204
NO. DATE BY REVISION DESCRIPTION

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ICA Kenilworth Road
Asheville, NC 28803
(828) 252 -640
LICENSE 4 1915
SHEET
2 12 -11 -12 C S 0 ADDENDUM 2 DATED 12/11/2012 A=205
NO. DATE BY REVISION DESCRIPTION

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MAT. FINISH MAT. FINISH MAT. FINISH
101
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�/ ;

APPENDIX 'B'
Name of Project: Henderson Water Reclamation Facility Improvements
Address: 1646 W. Andrews Ave., Henderson NC 21536
Proposed Use: ELECTRICAL EQUIPMENT BUILDING
Owner or Authorized Agent: Tom Spain Phone It (252) 431 -6061
Owned By: ®City /County El Private ❑State
Code Enforcement Jurisdiction: ®City ❑County
LEAD DESIGN PROFESSIONAL: McGill Associates
Doug Chapman
❑II -A
Designer
Firm
Name
License
Telephone#
Architectural
Acanthus
Chris Goodwin
NC 1915
(828) 252 -1640
Civil
McGill Associates
Doug Chapman
C -0459
(828) 328 -2024
Electrical
McGill Associates
Phill Fisher
C -0459
(828) 252 -0515
Fire Alarm
N/A
❑ Yes
Flood
Hazard Area: N No ❑ Yes
Plumbing
Tilden White t Associates
Tilden White
028953
(828) 255 -4321
Mechanical
Tilden White t Associates
Tilden White
028953
(828) 255 -4321
Sprinkler -5andpipe
N/A
❑ Parking Garage ❑ Open
❑ Enclosed
❑ Repair Garage
Structural
Sutton- Kennerly
Paul Fama
31393
(828) 214 -4440
Retaining Walls)5' High
N/A
West
> 10
0
Other
N/A
2012 EDITION OF NC CODE FOR: N New Construction El Addition ❑Upfit
EXISTING: El Reconstruction ❑Alteration ❑ Repair
CONSTRUCTED ORIGINAL USE RENOVATED CURRENT USE
BUILDING DATA
Construction Type:
❑ I -A
❑II -A
❑III -A ❑ IV ❑V -A
(C)
AREA FOR
FRONTAGE
INCREASE'
Primary Occupancy:
Ell-B
❑II -A
❑ III -B NV -B
❑ A -5
❑ Business
Mixed construction:
NNo ❑Yes Types
Sprinklers:
N No
❑ Partial
❑ Yes
❑ NFPA 13 ❑ NFPA 13R ❑ NFPA 13D
Standpipes:
N No
❑ Yes
Class ❑ I
❑ II ❑ III ❑ Wet ❑ Dry
Fire District:
N No
❑ Yes
Flood
Hazard Area: N No ❑ Yes
Building Height:
Feet 12— Number of Stories I
Mezzanine:
N No
❑ Yes
❑ R -4
Storage ❑ 5-1 Moderate
Gross Building Area:
FLOOR EXISTING (SQ FT) NEW (SQ FT) SUB -TOTAL
6th Floor
5th Floor
4th Floor
3rd Floor
2nd Floor
Mezzanine
Ist Floor 160 160
Basement
TOTAL 160 160
Secondary Occupancy:
Special Uses: ❑ 402 ❑ 403 ❑ 404 ❑ 405 ❑ 406 ❑ 401 ❑ 408 ❑ 409 ❑ 410 ❑ 411 ❑ 412
El 113 El III El 115 El 114 El III El 118 El 119 El 120 El 121 El 422 El 423
Special Provisions: ❑ 509.2 ❑ 509.3 ❑509.4 ❑509.5 ❑ 509.6 ❑ 509.1 ❑ 509.8
Mixed Occupancy: ❑ No ❑ Yes Separation: Hr. Exception:
❑ Non- Separated Mixed Occupancy (303.1 Exception)
The required type of construction for the building shall be determined bg applying the height and area
limitations for each of the applicable occupancies to the entire building. The most restrictive type of
construction, so determined, shall apply to the entire building.
❑ Separated Mixed Occupancg (303.1/303.2) - See below for area calculations
For each story, the area of the occupancy shall be such that the sum of the ratios of the actual floor area
of each use divided by the allowable floor area for each use shall not exceed I.
Actual Area of Occupancy A + Actual Area of Occupancy B ( 1
Allowable Area of Occupancy A Allowable Area of Occupancy B -
+
+ ..... = D.00
STORY NO.
DESCRIPTION
AND USE
ALLOWABLE AREA
(B)
TABLE 5035
AREA
(C)
AREA FOR
FRONTAGE
INCREASE'
Primary Occupancy:
Assembly ❑
A -I ❑A -2 ❑A -3
❑ A -4
❑ A -5
❑ Business
❑ Educational
Factory ❑ F -I Moderate
❑ F -2 Low
5,500
Hazardous
❑ H -1 Detonate
❑ H -2 Deflagrate ❑ H -3 Combust ❑ H -4
Health ❑ H -5 HPM
Institutional
❑ 1 -1
❑ 1 -2 ❑ 1 -3
❑ 1 -4
m
CV
0.2
1 -3 Use Condition
❑ I ❑ 2
❑ 3
❑ 4 ❑ 5
❑ Mercantile
Residential
❑ R -I ❑ R -2
❑ R -3
❑ R -4
Storage ❑ 5-1 Moderate
❑ 5-2 Low ❑ High -Piled
0
V1
N Utility and
Miscellaneous
❑ Parking Garage ❑ Open
❑ Enclosed
❑ Repair Garage
Secondary Occupancy:
Special Uses: ❑ 402 ❑ 403 ❑ 404 ❑ 405 ❑ 406 ❑ 401 ❑ 408 ❑ 409 ❑ 410 ❑ 411 ❑ 412
El 113 El III El 115 El 114 El III El 118 El 119 El 120 El 121 El 422 El 423
Special Provisions: ❑ 509.2 ❑ 509.3 ❑509.4 ❑509.5 ❑ 509.6 ❑ 509.1 ❑ 509.8
Mixed Occupancy: ❑ No ❑ Yes Separation: Hr. Exception:
❑ Non- Separated Mixed Occupancy (303.1 Exception)
The required type of construction for the building shall be determined bg applying the height and area
limitations for each of the applicable occupancies to the entire building. The most restrictive type of
construction, so determined, shall apply to the entire building.
❑ Separated Mixed Occupancg (303.1/303.2) - See below for area calculations
For each story, the area of the occupancy shall be such that the sum of the ratios of the actual floor area
of each use divided by the allowable floor area for each use shall not exceed I.
Actual Area of Occupancy A + Actual Area of Occupancy B ( 1
Allowable Area of Occupancy A Allowable Area of Occupancy B -
+
+ ..... = D.00
STORY NO.
DESCRIPTION
AND USE
(A)
BLDG AREA
PER STORY
(ACTUAL)
(B)
TABLE 5035
AREA
(C)
AREA FOR
FRONTAGE
INCREASE'
(D)
AREA FOR
SPRINKLER
INCREASE'
(E)
ALLOWABLE
AREA OR
UNLIMITED
(F)
MAXIMUM
BUILDING
AREA'
FIRST
ELECTRIC RM.
160
5,500
N/A
0
5,500
160
Stories + I =
Stories I
Bearing walls
ELECTRICAL ROOM
160
300 GROSS
•53
m
CV
0.2
V
Exterior
®
84"
^W
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CM
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> 10
0
V1
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> 10
0
THE-
Frontage area increases from Section 506.2 are computed thus:
a. Perimeter which fronts a public way or open space haven 20 feet minimum width = -----------
b. Total Budding Perimeter = ______________(l�)
c. Ratio (F /P) = __________ - - - -- (F /P)
d. W = Minimum width of public way = ____________ (W)
e. Percent of frontage increase I = 100 f F/P - 0.25] x W /30 = ______________ ( %)
7 The sprinkler increase per Section 5063 is as follows:
a. Multistory building 1 = 200 percent
b. Single story building 1 = 300 percent
3 Unlimited area applicable under conditions of Sections Group B, F, M, S, A -3, A -4 (501;
Group A motion picture (501.10); covered mall buildings (402.6); and H -2 aircraft paint hangers (501.8).
4 Maximum Building Area = total number of stories in the building x E (50(.4)
5 The maximum area of parking garages must comply with Table 400.5. The maximum area of air traffic
control towers must comply with 412.1.2.
ALLOWABLE HEIGHT
(F)
FIRE PROTECTION REQUIREMENTS
Life Safety Plan Sheet #, if Provided
BUILDING ELEMENT
ALLOWABLE
(TABLE 503)
INCREASE FOR
SPRINKLERS
SHOWN ON PLANS
CODE
REFERENCE
Type of Construction
Type: V -B
Type: V -B
REQ'D
3uilding Height in Feet
40' -0"
Feet= H + 20' =
13' -6"
NNo
building Height in Stories
I I
Stories + I =
Stories I
Bearing walls
FIRE PROTECTION REQUIREMENTS
Life Safety Plan Sheet #, if Provided
BUILDING ELEMENT
FIRE
SEPARATION
DISTANCE
(FEET)
❑ Yes
ATIN
DETAIL #
AND
SHEET #
DESIGN #
FOR
RATED
ASSEMBLY
DESIGN # FOR
RATED
PENETRATION
DESIGN #
FOR
RATED
JOINTS
REQ'D
PROVIDED
(W / - - - --
REDUCTION)
Structural frame,
including columns, girders,
trusses
❑ Yes ❑
0
NNo
❑ Yes
N/A
8 FEET
STAIR
Bearing walls
ELECTRICAL ROOM
160
300 GROSS
•53
m
CV
0.2
V
Exterior
®
84"
^W
�-
Z
n
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co
CM
CM
W
North
> 10
0
V1
W
�
�I
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East
> 10
0
THE-
E-
114
a
C/3
West
> 10
0
South
> 10
0
Interior
> 10
0
Nonbearing walls and
partitions
Exterior walls
North
> 10
0
East
> 10
0
West
> 10
0
South
>> 10
0
Interior walls and partitions
0
Floor construction
Including supporting
beams and joints
N/A
Roof construction
Including supporting
beams and joints
0
Shaft Enclosures - Exit
N/A
Shaft Enclosures - Other
N A
Corridor Separation
N/A
Occupancy Separation
N/A
Party/ Fire Wall Separation
N/A
Smoke Barrier Separation
N/A
Tenant Separation
N/A
Incidental Use Separation
N/A
* Indicates section number permitting reduction
LIFE SAFETY SYSTEM REQUIREMENTS
Emergency Lighting:
N No
❑ Yes
Exit Signs:
NNo
❑ Yes
Fire Alarm:
NNo
❑ Yes
Smoke Detection Systems:
N No
❑ Yes ❑
Panic Hardware:
NNo
❑ Yes
EXIT REQUIREMENTS
NUMBER AND ARRANGEMENT OF EXITS
FLOOR, ROOM OR
SPACE DESIGNATION
MINIMUM'
NUMBER OF EXITS
TRAVEL DISTANCE
ARRANGEMENT MEANS OF
EGRESSL3(SECTION 1015.2)
REQUIREE
SHOWN
ON PLANE
ALLOWABLE TRAVEL
DISTANCE
(TABLE 1015.1)
ACTUAL
TRAVEL
DISTANCE
SHOWN ON
PLANS
REQUIRED
DISTANCE
BETWEEN
EXIT DOORS
ACTUAL
DISTANCE
SHOWN ON
PLANS
ELECTRICAL ROOM
2
2
15 FEET
16 FEET
N/A
8 FEET
STAIR
LEVEL
ELECTRICAL ROOM
160
300 GROSS
•53
m
CV
0.2
V
.1"
®
84"
^W
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CM
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V1
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Corridor dead ends (Section 1011.3)
' Buildings with Single Exits (Table 1019.2), Spaces with one means of egress (Table 1015.1)
3 Common Path or Travel (Section 1014.3)
EXIT WIDTH
NOTE: SEE
ELETRICAL
DRAWINGS
APPENDIX
USE GROUP
OR SPACE
(a)
(b)
O0
(c)
EXIT WIDTH (in.) 2'3.4.5A
DESCRIPTION
AREA
sq. ft.
AREA'
PER
OCCUPANT
(Table 100411)
CALCULATED
OCCUPANT
LOAD
(arb)
EGRESS WIDTH
PER OCCUPANT
(TABLE I005.1)
REQUIRED WIDTH
(Section 1005.1)
(a / b) x c
ACTUAL WIDTH
SHOWN ON PLANS
STAIR
LEVEL
STAIR
LEVEL
STAIR
LEVEL
ELECTRICAL ROOM
160
300 GROSS
•53
m
CV
0.2
V
.1"
®
84"
^W
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See Table 1004.1.1 to determine whether net or gross area is applicable.
See definition "Area, Gross" and "Area, Net" (Section 1002)
' Minimum stairway width (Section 1009.1); min. corridor width (Section 1011.2); min. door width (Section 1008.1)
3Minimum width of exit passageway (Section 1021.2)
'See Section 1004.5 for converging exits.
5 The loss of one means of egress shall not reduce the available capacity to less than 50 percent of the total required (Section
1005.1)
`Assembly occupancies (Section 1025)
MECHANICAL, PLUMBING,
AND STRUCTURAL
FOR THEIR PORTIONS OF
NO. I DATE I BY
/.4canthus Design Studio
architecture and landscape design
10A Kenilworth Road
Asheville, NC 28803
(828) 252 — %40
LICENSE 47915
REVISION DESCRIPTION
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A -300

I
FLOOR PLAN
INFLUENT PUMP ELECTRICAL BUILDING
SCALE: 1/4"= V -0"
2' -0" OVERHANG
FROM FACE OF
4'x6" DOWNSPOUT EXTERIOR WALL.
- TYPICAL
6" RAIN GUTTE
STANDING SEAM —
METAL ROOF OVER
5/8" OSB OR
PLWD. SHEATHING
1x4 CEMENT -
FIBER BOARD
TRIM- TYP.
1x10 CEMENT
FIBER BOARD
FASCIA
PERFORATED CEMENT
FIBER BOARD SOFFIT
BRICK VENEER -
COORDINATE CONTROL JOINTS IN
VENEER WITH THOSE ON CONC.
BLOCK, AS SHOWN ON STRUCTURAL
DRAWINGS- TYP.
MASONRY VENEER ANCHORS
16" O.C. VERT., 24" HORIZ.
1" AIR SPACE
CONT. FLASHING WITH
WEEP HOLES AT 24" O.C.
FILTERED LANDSCAPE FABRIC
4" FOUNDATION DRAIN
ROOF PLAN
SCALE: 1/4"= V -0"
PROVIDE BAFFLE
TO MAINTAIN 1"
MIN. AIR SPACE
R -19 BATT
INSULATION
5/8" CDX PLYWOOD
CEILING.
1x4 WOOD TRIM
2x12 PLATE
2" POLYURETHANE RIGID
8" BLOCK- SEE STRUCTURAL
CONC. SLAB- SEE STRUCTURAL
FINISH FLOOR
,0000�000 0
1_0_00_0_0
15 MIL. VAPOR BARRIER
4" GRAVEL
WALL SECTION
&--SCALE: 3/4 "= V -0"
8" CONC. BLOCK
DOUBLE STEEL
LINTEL
STEEL CHANNEL
TO LINTEL. SIZE
TO FIT DOOR JE
FRONT ELEVATION
SCALE: 1/4"= V -0"
RAIN GUTTER
RICK VENEER
REAR ELEVATION
SCALE: 1/4"= V -0"
LEFT SIDE ELEVATION
SCALE: 1/4"= V -0"
HOLLOW METAL JAMB
TO BE GROUTED SOL'^
THICKENED SLA
AT THRESHOLD
EMBEDDED S
MIN. 3 EACH
:ONT. FLASHING
/ITH WEEP
OLES AT 24"
I.C.
PROVIDE BACKER R(
SEALANT AROUND A
INSULATED STEEL D+✓.
0 DOOR JAMB HEADER
SCALE: 3/4 "= V -0"
STANDING SEAM
METAL ROOF
3EE MECHANICAL
BRICK VENEER
&DOOR THRESHOLD
--SCALE: 3/4 "= V -0"
SOLID GROUT HOLLOW METAL JAMB.
INSULATED STEEL DOOR.
ALUMINUM HCP ACCESSIBLE THRESHOLD.
PROVIDE 1/2" OFFSET. SLOPE AT
1% DOWN TO EXTERIOR ON EXTERIOR
SIDE OF OFFSET.
r'
O-
l
SECTION 'A'
SCALE: 1/4"= 1' -0"
VERIFY WITH AC MFG.
RIGHT SIDE ELEVATION
SCALE: 1/4"= V -0"
DOOR
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1x10 CEMENT
FIBER BOARD
FASCIA
PERFORATED CEMENT
FIBER BOARD SOFFIT
BRICK VENEER -
COORDINATE CONTROL JOINTS IN
VENEER WITH THOSE ON CONC.
BLOCK, AS SHOWN ON STRUCTURAL
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MASONRY VENEER ANCHORS
16" O.C. VERT., 24" HORIZ.
1" AIR SPACE
CONT. FLASHING WITH
WEEP HOLES AT 24" O.C.
FILTERED LANDSCAPE FABRIC
4" FOUNDATION DRAIN
ROOF PLAN
SCALE: 1/4"= V -0"
PROVIDE BAFFLE
TO MAINTAIN 1"
MIN. AIR SPACE
R -19 BATT
INSULATION
5/8" CDX PLYWOOD
CEILING.
1x4 WOOD TRIM
2x12 PLATE
2" POLYURETHANE RIGID
8" BLOCK- SEE STRUCTURAL
CONC. SLAB- SEE STRUCTURAL
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4" GRAVEL
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&--SCALE: 3/4 "= V -0"
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LINTEL
STEEL CHANNEL
TO LINTEL. SIZE
TO FIT DOOR JE
FRONT ELEVATION
SCALE: 1/4"= V -0"
RAIN GUTTER
RICK VENEER
REAR ELEVATION
SCALE: 1/4"= V -0"
LEFT SIDE ELEVATION
SCALE: 1/4"= V -0"
HOLLOW METAL JAMB
TO BE GROUTED SOL'^
THICKENED SLA
AT THRESHOLD
EMBEDDED S
MIN. 3 EACH
:ONT. FLASHING
/ITH WEEP
OLES AT 24"
I.C.
PROVIDE BACKER R(
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PROVIDE 1/2" OFFSET. SLOPE AT
1% DOWN TO EXTERIOR ON EXTERIOR
SIDE OF OFFSET.
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SCALE: 1/4"= 1' -0"
VERIFY WITH AC MFG.
RIGHT SIDE ELEVATION
SCALE: 1/4"= V -0"
VERIFY
WITH AC
MFG.
QCONTRACTOR SHALL EXTEND
A 4 —INCH SCHEDULE 40 PVC
PIPE FROM ELECTRICAL
BUILDING TO DAYLIGHT.
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MAT. FINISH MAT. FINISH MAT. FINISH MAT. FINISH HEIGHT MATERIAL
301 IELECTRIC ROOM ICONC. CMU PT CMU PT CMU iPT CMU PT 10 -0" PI Yulnnn
/4canthus Design Studio
architecture and landscape design
10,4 Kenilworth Road
Asheville, NC 28803
(828) 252 — %,40
LICENSE 91919
2 12 -11 -12 C S G ADDENDUM 2 DATED 12/11/2012
NO. DATE BY REVISION DESCRIPTION
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301 IELECTRIC ROOM ICONC. CMU PT CMU PT CMU iPT CMU PT 10 -0" PI Yulnnn
/4canthus Design Studio
architecture and landscape design
10,4 Kenilworth Road
Asheville, NC 28803
(828) 252 — %,40
LICENSE 91919
2 12 -11 -12 C S G ADDENDUM 2 DATED 12/11/2012
NO. DATE BY REVISION DESCRIPTION
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A -301

APPENDIX "B"
Name of Project: Henderson Water Reclamation Facility Improvements
Address: 1646 W. Andrews Ave., Henderson NC 21536
Proposed Use: ELECTRICAL EQUIPMENT BUILDING
Owner or Authorized Agent: Ton Spain Phone # [phone]
Owned By: ®City /County El Private ❑State
Code Enforcement Jurisdiction: SCity ❑County
LEAD DESIGN PROFESSIONAL: McGill Associates Doug Chapman
DESCRIPTION
AND USE
Designer
Firm
Name
License
Telephone#
Architectural
Acanthus
Chris Goodwin
NC 1915
(828) 252 -1640
Civil
McGill Associates
Doug Chapman
C -0459
(828) 328 -2024
Electrical
McGill Associates
Phil] Fisher
C -0459
(828) 252 -0515
Fire Alarm
N/A
Flood Hazard Area: N No ❑ Yes
Budding Height:
Feet 12_ Number of Stories I
Plumbing
Tilden White t Associates
Tilden White
028953
(828) 255 -4321
Mechanical
Tilden White i Associates
Tilden White
028953
(828) 255 -4321
Sprinkler -5andpipe
N/A
Miscellaneous
❑Parking Garage ❑ Open
❑ Enclosed
Structural
Sutton- Kennerly
Paul Fama
31393
(828) 214 -4440
Retaining Walls)5' High
N/A
West
> 10
Other
N/A
CD
2012 EDITION OF NC
CODE FOR: S New
Construction ❑ Addition
❑Upfit
EXISTING: El Reconstruction ❑Alteration
❑ Repair
CONSTRUCTED
ORIGINAL USE
RENOVATED
CURRENT
USE
BUILDING DATA
DESCRIPTION
AND USE
ALLOWABLE AREA
Construction Type:
❑ I -A
❑II -A ❑III -A ❑ IV ❑V -A
Assembly ❑
A -1 ❑A -2 ❑A -3
❑I -B
❑II -A ❑ III -B MV-B
❑ Business
❑ Educational
Mixed construction: NNo ❑Yes Types
Sprinklers:
N No
❑ Partial
❑ Yes ❑ NFPA 13 ❑ NFPA 13R ❑ NFPA 13D
Standpipes:
N No
❑ Yes
Class ❑ I ❑ 11 ❑ III ❑ Wet ❑ Dry
Fire District:
S No
❑ Yes
Flood Hazard Area: N No ❑ Yes
Budding Height:
Feet 12_ Number of Stories I
Mezzanine:
N No
❑ Yes
Residential
Gross Building Area:
FLOOR EXISTING (SQ FT) NEW (SQ FT) SUB -TOTAL
6th Floor
5th Floor
4th Floor
3rd Floor
2nd Floor
Mezzanine
Ist Floor 260 260
Basement
TOTAL 260 260
Secondary Occupancy:
Special Uses: ❑ 402 ❑ 403 ❑ 404 ❑ 405 ❑ 406 ❑ 401 ❑ 408 ❑ 409 ❑ 410 ❑ 411 ❑ 412
El 413 El 114 El 115 El 419 El III El 418 El 419 El 420 El 421 El 122 El 123
Special Provisions: ❑ 509.2 ❑ 509.3 ❑509.4 ❑509.5 ❑ 509.6 ❑ 509.1 ❑ 509.8
Mixed Occupancy: ❑ No ❑ Yes Separation: Hr. Exception:
❑ Non- Separated Mixed Occupancy (303.1 Exception)
The required type of construction for the building shall be determined by applying the height and area
limitations for each of the applicable occupancies to the entire budding. The most restrictive type of
construction, so determined, shall apply to the entire budding.
❑ Separated Mixed Occupancy (303.1/303.2) - See below for area calculations
For each story, the area of the occupancy shall be such that the sum of the ratios of the actual floor area
of each use divided by the allowable floor area for each use shall not exceed 1.
Actual Area of Occupancy A + Actual Area of Occupancy B ( 1
Allowable Area of Occupancy A Allowable Area of Occupancy B -
+
+ ..... (_I.00
STORY NO.
DESCRIPTION
AND USE
ALLOWABLE AREA
(B)
TABLE 5033
AREA
(C)
AREA FOR
FRONTAGE
INCREASE'
Primary Occupancy:
Assembly ❑
A -1 ❑A -2 ❑A -3
❑ A -4
❑ A -5
❑ Business
❑ Educational
Factory ❑ F -I Moderate
❑ F -2 Lou
5,500
Hazardous
❑ H -1 Detonate
❑ H -2 Deflagrate ❑ H -3 Combust ❑ H -4
Health ❑ H -5 HPM
Institutional
❑ 1 -1
❑ 1 -2 ❑ 1 -3
❑ 1 -4
J
0.2
1 -3 Use Condition
❑ I ❑ 2
❑ 3
❑ 4 ❑ 5
❑ Mercantile
Residential
❑ R -I ❑ R -2
❑ R -3
❑ R -4
Storage ❑ 5-1 Moderate
❑ 5-2 Lou ❑ High -Piled
0
OU
N Utility and
Miscellaneous
❑Parking Garage ❑ Open
❑ Enclosed
❑ Repair Garage
Secondary Occupancy:
Special Uses: ❑ 402 ❑ 403 ❑ 404 ❑ 405 ❑ 406 ❑ 401 ❑ 408 ❑ 409 ❑ 410 ❑ 411 ❑ 412
El 413 El 114 El 115 El 419 El III El 418 El 419 El 420 El 421 El 122 El 123
Special Provisions: ❑ 509.2 ❑ 509.3 ❑509.4 ❑509.5 ❑ 509.6 ❑ 509.1 ❑ 509.8
Mixed Occupancy: ❑ No ❑ Yes Separation: Hr. Exception:
❑ Non- Separated Mixed Occupancy (303.1 Exception)
The required type of construction for the building shall be determined by applying the height and area
limitations for each of the applicable occupancies to the entire budding. The most restrictive type of
construction, so determined, shall apply to the entire budding.
❑ Separated Mixed Occupancy (303.1/303.2) - See below for area calculations
For each story, the area of the occupancy shall be such that the sum of the ratios of the actual floor area
of each use divided by the allowable floor area for each use shall not exceed 1.
Actual Area of Occupancy A + Actual Area of Occupancy B ( 1
Allowable Area of Occupancy A Allowable Area of Occupancy B -
+
+ ..... (_I.00
STORY NO.
DESCRIPTION
AND USE
(A)
BLDG AREA
PER STORY
(ACTUAL)
(B)
TABLE 5033
AREA
(C)
AREA FOR
FRONTAGE
INCREASE'
(D)
AREA FOR
SPRINKLER
INCREASE'
(E)
ALLOWABLE
AREA OR
UNLIMITED
(F)
MAXIMUM
BUILDING
AREA
FIRST
ELECTRIC RM.
200
5,500
N/A
0
5,500
200
Stories + I = ___ ---
Stories I
Bearing walls
ELECTRICAL ROOM
260
300 GROSS
1
J
0.2
Exterior
W
84"
0
�
V1
North
> 10
0
OU
x
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x
East
> 10
0
E-
E-
Frontage area increases from Section 506.2 are computed thus:
a. Perimeter which fronts a public way or open space having 20 feet minimum width = _____________ (F)
b. Total Building Perimeter = _____ _____( )
c. Ratio (F /P) = --------- - - - - -- (F /P)
d. W = Minimum width of public way = ____________ (W)
e. Percent of frontage increase 1 = 100 f F/P - 0.251 x W /30 = ______________ ( %)
2 The spprinkler increase per Section 506.3 is as follows:
a. MUltrstorg building 1 = 200 percent
b. Single story building 1 = 300 percent
3 Unlimited area applicable under conditions of Sections Group B, F, M, S, A -3, A -4 (501;
Group A motion picture (501.10); covered mall buildings (402.6); and H -2 aircraft paint hangers (501.8).
4 Maximum Building Area = total number of stories in the building x E (50(.4)
S The maximum area of parking garages must comply with Table 400.5. The maximum area or air traffic
control towers must comply with 412.1.2.
ALLOWABLE HEIGHT
FIRE PROTECTION REQUIREMENTS
Life Safety Plan Sheet u, if Provided
BUILDING ELEMENT
ALLOWABLE
(TABLE 503)
INCREASE FOR
SPRINKLERS
SHOWN ON PLANS
CODE
REFERENCE
T4pe of Construction
T e: V -B
Type: V -B
REQ'D
Puilding Height in Feet
40' -0"
Feet= H + 20' =
15' -3"
NNo
kuilding Height in Stories
I
Stories + I = ___ ---
Stories I
Bearing walls
FIRE PROTECTION REQUIREMENTS
Life Safety Plan Sheet u, if Provided
BUILDING ELEMENT
FIRE
SEPARATION
DISTANCE
(FEET)
❑ Yes
RATING
DETAIL u
AND
SHEET II
DESIGN 4
FOR
RATED
ASSEMBLY
DESIGN u FOR
RATED
PENETRATION
DESIGN 4
FOR
RATED
JOINTS
REQ'D
PROVIDED
(W / - - - --
REDUCTION)
Structural frame,
including columns, girders,
trusses
❑ Yes ❑
0
NNo
❑ Yes
N/A
N/A
STAIR
Bearing walls
ELECTRICAL ROOM
260
300 GROSS
1
J
0.2
Exterior
W
84"
0
�
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> 10
0
OU
x
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East
> 10
0
E-
E-
West
> 10
0
CD
South
> 10
0
Interior
> 10
0
Nonbearing walls and
partitions
Exterior walls
North
> 10
0
East
> 10
0
West
> 10
0
South
> 10
0
Interior walls and partitions
0
Floor construction
Including supporting
beams and joints
N/A
Roof construction
Including supporting
beams and joints
0
Shaft Enclosures - Exit
N/A
Shaft Enclosures - Other
N A
Corridor Separation
N A
Occupancy Separation
N/A
Party / Fire Wall Separation
N/A
Smoke Barrier Separation
N/A
Tenant Separation
_W 7A
Incidental Use Separation
N/A
* Indicates section number permitting reduction
LIFE SAFETY SYSTEM REQUIREMENTS
Emergency Lighting:
NNo
❑ Yes
Exit Signs:
NNo
❑ Yes
Fire Alarm:
S No
❑ Yes
Smoke Detection Systems:
NNo
❑ Yes ❑
Panic Hardware:
NNo
❑ Yes
EXIT REQUIREMENTS
NUMBER AND ARRANGEMENT OF EXITS
FLOOR, ROOM OR
SPACE DESIGNATION
MINIMUM
NUMBER OF EXITS
TRAVEL DISTANCE
ARRANGEMENT MEANS OF
EGRESP(SECTION 1015.2)
REQUIREC
SHOWN
ON PLANE
ALLOWABLE TRAVEL
DISTANCE
(TABLE 1015.1)
ACTUAL
TRAVEL
DISTANCE
SHOWN ON
PLANS
REQUIRED
DISTANCE
BETWEEN
EXIT DOORS
ACTUAL
DISTANCE
SHOWN ON
PLANS
ELECTRICAL ROOM
2
2
15 FEET
12 FEET
N/A
N/A
STAIR
LEVEL
ELECTRICAL ROOM
260
300 GROSS
1
J
0.2
.2"
W
84"
0
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1 Corridor dead ends (Section 1011.3)
2 Buildings with Single Exits (Table 1019.2), Spaces with one means of egress (Table 1015.1)
3 Common Path or Travel (Section 1014.3)
EXIT WIDTH
USE GROUP
OR SPACE
(a)
(b)
(c)
EXIT WIDTH (in.) 2.3.0i
DESCRIPTION
AREA
sq. ft.
AREA'
PER
OCCUPANT
(Table 1004.1.1)
CALCULATED
OCCUPANT
LOAD
(a =b)
EGRESS WIDTH
PER OCCUPANT
(TABLE 1005.1)
REQUIRED WIDTH
(Section 1005.1)
(a / b) x c
ACTUAL WIDTH
SHOWN ON PLANS
STAIR
LEVEL
STAIR
LEVEL
STAIR
LEVEL
ELECTRICAL ROOM
260
300 GROSS
1
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.2"
W
84"
0
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See Table 1004.1.1 to determine whether net or gross area is applicable.
See definition "Area, Gross" and "Area, Net" (Section 1002)
2 Minimum stairway width (Section 1009.1); min. corridor width (Section 1011.2); min. door width (Section 1008.1)
3MiZum width of exit passageway (Section 1021.2)
45ee Section 1004.5 for converging exits.
'The loss of one means of egress shall not reduce the available capacity to less than 50 percent of the total required (Section
1005.1)
'Assembly occupancies (Section 1025)
NOTE: SEE 1"fECHANICAL, PLUMBING,
ELETRICAL AND STRUCTURAL
DRAWINGS FOR TI- -fElR PORTIONS OF
APPENDIX 'B'.
NO. I DATE I BY
/.4canthus Design Studio
architecture and landscape design
10A Kenilworth Road
Asheville, NC 28803
(828) 252 -740
LICENSE 41915
REVISION DESCRIPTION
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26' -0"
FLOOR PLAN
OXIDATION DITCH ELECTRICAL #1
SCALE: 1/4"= 1' -0"
STANDING SEAM —
METAL ROOF OVER
5/8" OSB OR
PLWD. SHEATHING
STUCCO STOP
1x10 CEMENT
FIBER BOARD
FASCIA
PERFORATED CEMENT
FIBER BOARD SOFFIT
' THOROSEAL' OVER SMOOTH
FINISH STUCCO— MATCH COLOR
OF ADJACENT CONCRETE BUILDING
WIRE LATH
MOISTURE BARRIER AS REQUIRED
STUCCO WEEP SCREED
9" ABOVE EARTH
2" ABOVE PAVING
FILTERED LANDSCAPE FABRIC
4" FOUNDATION DRAIN
ROOF PLAN
SCALE: 1/4"= 1' -0"
PROVIDE BAFFLE
TO MAINTAIN 1"
MIN. AIR SPACE
R -19 BATT
INSULATION
5/8" CDX PLYWOOD
CEILING.
1x4 WOOD TRIM
2x8 PLATE
8" BLOCK- SEE STRUCTURAL
CONC. SLAB- SEE STRUCTURAL
FINISH FLOOR
,0000�0000 ,
f_o_o°_o_o_ <�
15 MIL. VAPOR BARRIER
4" GRAVEL
WALL SECTION
0--SCALE: 3/4 "= V -0"
STANDING SEAS
METAL ROOF
1" STUCCO OVER
CONCRETE BLOCK
WITH THOROSEAL
1' -0" OVERHANG
FROM FACE OF
EXTERIOR WALL.
- TYPICAL
WEST ELEVATION EAST ELEVATION
SCALE: 1/4"= 1' -0" SCALE: 1/4"= 1' -0"
8" CONC. BLOCK
STEEL ANGLE LI
STEEL CHANNEL
TO LINTEL. SIZE
TO FIT DOOR JE
NORTH ELEVATION
SCALE: 1/4"= V -0"
THICKENED SLA
AT THRESHOLD
HOLLOW METAL JAMB
TO BE GROUTED SOLID
EMBEDDED STEEL PLATE IN BLK.
MIN. 3 EACH SIDE
FHOROSEAL'
IVER STUCCO
IRE LATH----------
TTCCO CORNER
AD STOP
PROVIDE BACKER ROD AND -
SEALANT AROUND ALL EDGES
INSULATED STEEL DOOR.
0�`SCAF­E,3�/4_=�1'-�O_
&DOOR THRESHOLD
--SCALE: 3/4 "= V -0"
SOLID GROUT HOLLOW METAL JAMB.
INSULATED STEEL DOOR.
ALUMINUM HCP ACCESSIBLE THRESHOLD.
PROVIDE 1/2" OFFSET. SLOPE AT
1% DOWN TO EXTERIOR ON EXTERIOR
SIDE OF OFFSET.
VERIF=Y
WITH AC
MF=G.
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QCONTRACTOR SHALL EXTEND
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10A <enllworth road
Asheville, NC 28803
(828) 252 -640
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2 12 -11 -12 C S G ADDENDUM 2 DATED 12/11/2012
NO. DATE BY REVISION DESCRIPTION
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/14canthus Design Studio
architecture and landscape design
10A <enllworth road
Asheville, NC 28803
(828) 252 -640
LICENSE 41915
2 12 -11 -12 C S G ADDENDUM 2 DATED 12/11/2012
NO. DATE BY REVISION DESCRIPTION
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APPENDIX "B"
Name of Project: Henderson Water Reclamation Facility Improvements
Address: 1646 W. Andrews Ave., Henderson NC 21536
Proposed Use: ELECTRICAL EQUIPMENT BUILDING
Owner or Authorized Agent: Tom Spain Phone tt (252) 431 -6061
Owned By: ®City /County ❑Private ❑State
Code Enforcement Jurisdiction: ®City ❑County
LEAD DESIGN PROFESSIONAL: McGill Associates Doug Chapman
❑ I -A
Designer
Firm
Name
License
Telephonett
Architectural
Acanthus
Chris Goodwin
NC 1915
(828) 252 -1640
Civil
McGill Associates
Doug Chapman
C -0459
(828) 328 -2024
Electrical
McGill Associates
Phill Fisher
C -0459
(828) 252 -0515
Fire Alarm
N/A
Z No
❑ Yes
Flood
Plumbing
Tilden White t Associates
Tilden White
028953
(828) 255 -4321
Mechanical
Tilden White t Associates
Tilden White
028953
(828) 255 -4321
Sprinkler -Sandpipe
N/A
Miscellaneous
❑Parking Garage ❑ Open
❑ Enclosed
Structural
Sutton- Kennerly
Paul Fama
31393
(828) 214 -4440
Retaining Walls)5' High
N/A
LJ
West
> 10
Other
N/A
2012 EDITION OF NC
CODE FOR: Z New
Construction El Addition
❑Upfit
EXISTING: El Reconstruction ❑Alteration
❑ Repair
CONSTRUCTED
ORIGINAL USE
RENOVATED
CURRENT
USE
BUILDING DATA
Construction Type:
❑ I -A
❑II -A
❑III -A ❑ IV ❑V -A
(C)
AREA FOR
FRONTAGE
INCREASE'
Primary Occupancy:
❑I -B
❑II -A
❑ III -B ZV -B
❑ A -5
❑ Business
Mixed construction;
ZNo ❑Yes Types
Sprinklers;
Z No
❑ Partial
❑ Yes
❑ NFPA 13 ❑ NFPA 13R ❑ NFPA 13D
Standpipes:
Z No
❑ Yes
Class ❑ I
❑ II ❑ III ❑ Wet ❑ Dry
Fire District:
Z No
❑ Yes
Flood
Hazard Area: Z No ❑ Yes
Budding Height:
Feet 19 Number of Stories I
Mezzanine:
Z No
❑ Yes
❑ R -4
Storage ❑ 5-1 Moderate
Gross Building Area;
FLOOR EXISTING (SQ FT) NEW (SQ FT) SUB -TOTAL
6th Floor
5th Floor
4th Floor
3rd Floor
2nd Floor
Mezzanine
Ist Floor 160 160
Basement
TOTAL 160 160
Secondary Occupancy:
Special Uses: ❑ 402 ❑ 403 ❑ 404 ❑ 405 ❑ 406 ❑ 401 ❑ 408 ❑ 409 ❑ 410 ❑ 411 ❑ 412
El 113 El III El 115 El 116 El III El 418 El 119 El 420 El 421 El 122 El 123
Special Provisions: ❑ 509.2 ❑ 509.3 ❑509.4 ❑509.5 ❑ 509.6 ❑ 509.1 ❑ 509.8
Mixed Occupancy: ❑ No ❑ Yes Separation: Hr. Exception;
❑ Non- Separated Mixed Occupancy (303.1 Exception)
The required type of construction for the building shall be determined bg applying the height and area
limitations for each of the applicable occupancies to the entire building. The most restrictive type of
construction, so determined, shall apply to the entire building.
❑ Separated Mixed Occupancyg (303.1/303.2) - See below for area calculations
For each story, the area of the occupancy shall be such that the sum of the ratios of the actual floor area
of each use divided by the allowable floor area for each use shall not exceed 1.
Actual Area of Occupancy A + Actual Area of Occupancy B ( 1
Allowable Area of Occupancy A Allowable Area of Occupancy B -
+
+ ..... (1.0o
STORY NO.
DESCRIPTION
AND USE
ALLOWABLE AREA
(B)
TABLE 5035
AREA
(C)
AREA FOR
FRONTAGE
INCREASE'
Primary Occupancy:
Assembly ❑
A -1 ❑A -2 ❑A -3
❑ A -4
❑ A -5
❑ Business
❑ Educational
Factory ❑ F -I Moderate
❑ F -2 Lau
5,500
Hazardous
❑ H -1 Detonate
❑ H -2 Deflagrate ❑ H -3 Combust ❑ H -4
Health ❑ H -5 HPM
Institutional
❑ 1 -1
❑ 1 -2 ❑ 1 -3
❑ 1 -4
co
0.2
1 -3 Use Condition
❑ I ❑ 2
❑ 3
❑ 4 ❑ 5
❑ Mercantile
Residential
❑ R -I ❑ R -2
❑ R -3
❑ R -4
Storage ❑ 5-1 Moderate
❑ 5-2 Lou ❑ High -Piled
0
C)
Z Utility and
Miscellaneous
❑Parking Garage ❑ Open
❑ Enclosed
❑ Repair Garage
Secondary Occupancy:
Special Uses: ❑ 402 ❑ 403 ❑ 404 ❑ 405 ❑ 406 ❑ 401 ❑ 408 ❑ 409 ❑ 410 ❑ 411 ❑ 412
El 113 El III El 115 El 116 El III El 418 El 119 El 420 El 421 El 122 El 123
Special Provisions: ❑ 509.2 ❑ 509.3 ❑509.4 ❑509.5 ❑ 509.6 ❑ 509.1 ❑ 509.8
Mixed Occupancy: ❑ No ❑ Yes Separation: Hr. Exception;
❑ Non- Separated Mixed Occupancy (303.1 Exception)
The required type of construction for the building shall be determined bg applying the height and area
limitations for each of the applicable occupancies to the entire building. The most restrictive type of
construction, so determined, shall apply to the entire building.
❑ Separated Mixed Occupancyg (303.1/303.2) - See below for area calculations
For each story, the area of the occupancy shall be such that the sum of the ratios of the actual floor area
of each use divided by the allowable floor area for each use shall not exceed 1.
Actual Area of Occupancy A + Actual Area of Occupancy B ( 1
Allowable Area of Occupancy A Allowable Area of Occupancy B -
+
+ ..... (1.0o
STORY NO.
DESCRIPTION
AND USE
(A)
BLDG AREA
PER STORY
(ACTUAL)
(B)
TABLE 5035
AREA
(C)
AREA FOR
FRONTAGE
INCREASE'
(D)
AREA FOR
SPRINKLER
INCREASE'
(E)
ALLOWABLE
AREA OR
UNLIMITED
(F)
MAXIMUM
BUILDING
AREA'
FIRST
ELECTRIC RM.
160
5,500
N/A
0
5,500
160
Stories + I = ______
Stories I
Bearing walls
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160
300 GROSS
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Frontage area increases from Section 506.2 are computed thus:
a. Perimeter which fronts a public way or open space havin�gg 20 feet minimum width = -----------
b. Total Budding Perimeter = ______________(P)
c. Ratio (F /P) = _______________ (F /P)
d. W = Minimum width of public way = ____________ (W)
e. Percent of frontage increase I = 100 f F/P - 0.25] x W /30 = ______________ ( %)
2 The sprinkler increase per Section 500 is as follows:
a. Multistory building 1 = 200 percent
b. Single story budding 1 = 300 percent
3 Unlimited area applicable under conditions of Sections Group B, F, M, S. A -3, A -4 (501;
Group A motion picture (501.10); covered mall buildings (402.6); and H -2 aircraft paint hangers (501.8).
4 Maximum Building Area = total number of stories in the building x E (506.4)
5 The maximum area of parking garages must comply with Table 406.3.5. The maximum area of air traffic
control towers must comply with 412.1.2.
ALLOWABLE HEIGHT
(F)
FIRE PROTECTION REQUIREMENTS
Life Safety Plan Sheet tt, if Provided
BUILDING ELEMENT
ALLOWABLE
(TABLE 503)
INCREASE FOR
SPRINKLERS
SHOWN ON PLANS
CODE
REFERENCE
Type of Construction
T e: V -B
T e: V -B
REQ'D
3uildin4 Height in Feet
40' -0"
Feet= H + 20' =
15' -3"
Z No
Ouilding Height in Stories
I
Stories + I = ______
Stories I
Bearing walls
FIRE PROTECTION REQUIREMENTS
Life Safety Plan Sheet tt, if Provided
BUILDING ELEMENT
FIRE
SEPARATION
DISTANCE
(FEET)
❑ Yes
ATIN
DETAIL it
AND
SHEET tt
DESIGN tt
FOR
RATED
ASSEMBLY
DESIGN tt FOR
RATED
PENETRATION
DESIGN tt
FOR
RATED
JOINTS
REQ'D
PROVIDED
(W / - - - --
REDUCTION)
Structural frame,
including columns, girders,
trusses
❑ Yes ❑ Partial_______________
0
Z No
❑ Yes
N/A
N/A
STAIR
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160
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Exterior walls
North
> 10
0
East
> 10
0
West
> 10
0
South
>> 10
0
Interior walls and partitions
0
Floor construction
Including supporting
beams and joints
N/A
Roof construction
Including supporting
beams and joints
0
Shaft Enclosures - Exit
N/A
Shaft Enclosures - Other
N/A
Corridor Separation
N/A
Occupancy Separation
N/A
Party/ Fire Wall Separation
N/A
Smoke Barrier Separation
N/A
Tenant Separation
N A
Incidental Use Separation
N/A
* Indicates section number permitting reduction
LIFE SAFETY SYSTEM REQUIREMENTS
Emergency Lighting:
Z No
❑ Yes
Exit Signs:
Z No
❑ Yes
Fire Alarm;
Z No
❑ Yes
Smoke Detection Systems:
Z No
❑ Yes ❑ Partial_______________
Panic Hardware:
Z No
❑ Yes
EXIT REQUIREMENTS
NUMBER AND ARRANGEMENT OF EXITS
FLOOR, ROOM OR
SPACE DESIGNATION
MINIMUM'
NUMBER OF EXITS
TRAVEL DISTANCE
ARRANGEMENT MEANS OF
EGRESS"'(SECTION 1015.2)
REQUIREE
SHOWN
ON PLANE
ALLOWABLE TRAVEL
DISTANCE
(TABLE 1015.1)
ACTUAL
TRAVEL
DISTANCE
SHOWN ON
PLANS
REQUIRED
DISTANCE
BETWEEN
EXIT DOORS
ACTUAL
DISTANCE
SHOWN ON
PLANS
ELECTRICAL ROOM
2
2
15 FEET
8 FEET
N/A
N/A
STAIR
LEVE
ELECTRICAL ROOM
160
300 GROSS
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' Corridor dead ends (Section 1011.3)
' Buildings with Single Exits (Table 1019.2), Spaces with one means of egress (Table 1015.1)
3 Common Path or Travel (Section 1014.3)
EXIT WIDTH
NOTE: SEE MECHANICAL, PLUMBING,
ELETRICAL AND STRUCTURAL
DRAWINGS FOR THEIR POTIONS OF
APPENDIX 'B'.
USE GROUP
OR SPACE
(a)
(b)
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(c)
EXIT WIDTH (in.) 2'3,01
DESCRIPTION
AREA
sq. ft.
AREA'
PER
OCCUPANT
(Table 100411)
CALCULATED
OCCUPANT
LOAD
(a r b)
EGRESS WIDTH
PER OCCUPANT
(TABLE 1005.1)
REQUIRED WIDTH
(Section 1005.1)
(a / b) x c
ACTUAL WIDTH
SHOWN ON PLANS
STAIR
LEVEL
STAIR
LEVEL
STAIR
LEVE
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160
300 GROSS
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See Table 1004.1.1 to determine whether net or gross area is applicable.
See definition "Area, Gross" and "Area, Net" (Section 1002)
' Minimum stairway width (Section 1009.1); min. corridor width (Section 1011.2); min. door width (Section 1008.1)
3Minimum width of exit passageway (Section 1021.2)
'See Section 1004.5 for converging exits.
5 The loss of one means of egress shall not reduce the available capacity to less than 50 percent of the total required (Section
1005.1)
`Assembly occupancies (Section 1025)
NO. I DATE I BY
canthus Design Studio
architecture and landscape design
10A Kenilworth Road
Asheville, NC 28803
(828) 252 —%,40
LICENSE 41915
REVISION DESCRIPTION
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1 501 IELECTRICAL ROOM ICONC. I I CMU IPT I CMU IPT I CMU IPT I CMU IPT I lo-o" IPI Ynionn I
2 12 -11 -12 CSG
NO. DATE BY
canthus Design studlo
architecture drd ldrdscdpe design
10A Kenilworth Road
Asheville, NC 28803
(828) 252 -140
LICENSE 41915
ADDENDUM 2 DATED 12/11/2012
REVISION DESCRIPTION
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APPENDIX "B"
Name of Project; Henderson Water Reclamation Facility Improvements
Address; 1646 W. Andrews Ave., Henderson NC 21536
Proposed Use; ELECTRICAL EQUIPMENT BUILDING
Owner or Authorized Agent: Tom Spain Phone # [phone]
Owned By: ®City /County El Private ❑State
Code Enforcement Jurisdiction: ®City ❑County
LEAD DESIGN PROFESSIONAL: McGill Associates
Doug Chapman
ALLOWABLE AREA
Designer
Firm
Name
License
Telephone#
Architectural
Acanthus
Chris Goodwin
NC 1915
(828) 252 -1640
Civil
McGill Associates
Doug Chapman
C -0459
(828) 328 -2024
Electrical
McGill Associates
Phil] Fisher
C -0459
(828) 252 -0515
Fire Alarm
N/A
Flood Hazard Area; ® No ❑ Yes
Budding Height:
Feet 12— Number of Stories I
Plumbing
Tilden White i Associates
Tilden White
028953
(828) 255 -4321
Mechanical
Tilden White t Associates
Tilden White
028953
(828) 255 -4321
Sprinkler -5andpipe
N/A
❑Parking Garage ❑ Open
❑ Enclosed
❑ Repair Garage
Structural
Sutton- Kennerly
Paul Fama
31393
(828) 214 -4440
Retaining Walls)5' High
N/A
West
> 10
0
Other
N/A
O Q
W
Q
2012 EDITION OF NC CODE FOR: ® New Construction El Addition ❑Upfit
EXISTING: El Reconstruction ❑Alteration ❑ Repair
CONSTRUCTED ORIGINAL USE RENOVATED CURRENT USE
BUILDING DATA
DESCRIPTION
AND USE
ALLOWABLE AREA
Construction Type;
(C)
AREA FOR
FRONTAGE
INCREASE'
❑ I -A
❑II -A ❑III -A ❑ IV ❑V -A
A -1 ❑A -2 ❑A -3
❑ A -4
❑I -B
❑II -A ❑ III -B ®V -B
❑ Educational
Factory ❑ F -I Moderate
Mixed construction: ®No ❑Yes Types
Sprinklers:
® No
❑ Partial
❑ Yes ❑ NFPA 13 ❑ NFPA 13R ❑ NFPA 13D
Standpipes:
® No
❑ Yes
Class ❑ I ❑ II ❑ III ❑ Wet ❑ Dry
Fire District;
® No
❑ Yes
Flood Hazard Area; ® No ❑ Yes
Budding Height:
Feet 12— Number of Stories I
Mezzanine;
® No
❑ Yes
❑ R -I ❑ R -2
Gross Building Area:
FLOOR EXISTING (SQ FT) NEW (SQ FT) SUB -TOTAL
6th Floor
5th Floor
4th Floor
3rd Floor
2nd Floor
Mezzanine
Ist Floor 160 160
Basement
TOTAL 160 160
Secondary Occupancy:
Special Uses: ❑ 402 ❑ 403 ❑ 404 ❑ 405 ❑ 406 ❑ 401 ❑ 408 ❑ 409 ❑ 410 ❑ 411 ❑ 412
El 413 El 114 El 115 El 416 El 411 El 418 El 419 El 420 El 421 El 422 El 123
Special Provisions; ❑ 509.2 ❑ 509.3 ❑509.4 ❑509.5 ❑ 509.6 ❑ 509.1 ❑ 509.8
Mixed Occupancy: ❑ No ❑ Yes Separation: Hr. Exception:
❑ Non- Separated Mixed Occupancy (303.1 Exception)
The required type of construction for the building shall be determined bg applying the height and area
limitations for each of the applicable occupancies to the entire budding. The most restrictive type of
construction, so determined, shall apply to the entire budding.
❑ Separated Mixed Occupancy (303.1/303.2) - See below for area calculations
For each story, the area of the occupancy shall be such that the sum of the ratios of the actual floor area
of each use divided by the allowable floor area for each use shall not exceed 1.
Actual Area of Occupancy A + Actual Area of Occupancy B ( 1
Allowable Area of Occupancy A Allowable Area of Occupancy B -
+ ..... = D.00
STORY NO.
DESCRIPTION
AND USE
ALLOWABLE AREA
(B)
TABLE 5033
AREA
(C)
AREA FOR
FRONTAGE
INCREASE'
Primary Occupancy:
Assembly ❑
A -1 ❑A -2 ❑A -3
❑ A -4
❑ A -5
❑ Business
❑ Educational
Factory ❑ F -I Moderate
❑ F -2 Low
5,500
Hazardous
❑ H -1 Detonate
❑ H -2 Deflagrate ❑ H -3 Combust ❑ H -4
Health ❑ H -5 HPM
Institutional
❑ 1 -1
❑ 1 -2 ❑ 1 -3
❑ 1 -4
co
0.2
1 -3 Use Condition
❑ I ❑ 2
❑ 3
❑ 4 ❑ 5
❑ Mercantile
Residential
❑ R -I ❑ R -2
❑ R -3
❑ R -4
Storage ❑ 5-1 Moderate
❑ 5-2 Lou ❑ High -Piled
0
® Utility and
Miscellaneous
❑Parking Garage ❑ Open
❑ Enclosed
❑ Repair Garage
Secondary Occupancy:
Special Uses: ❑ 402 ❑ 403 ❑ 404 ❑ 405 ❑ 406 ❑ 401 ❑ 408 ❑ 409 ❑ 410 ❑ 411 ❑ 412
El 413 El 114 El 115 El 416 El 411 El 418 El 419 El 420 El 421 El 422 El 123
Special Provisions; ❑ 509.2 ❑ 509.3 ❑509.4 ❑509.5 ❑ 509.6 ❑ 509.1 ❑ 509.8
Mixed Occupancy: ❑ No ❑ Yes Separation: Hr. Exception:
❑ Non- Separated Mixed Occupancy (303.1 Exception)
The required type of construction for the building shall be determined bg applying the height and area
limitations for each of the applicable occupancies to the entire budding. The most restrictive type of
construction, so determined, shall apply to the entire budding.
❑ Separated Mixed Occupancy (303.1/303.2) - See below for area calculations
For each story, the area of the occupancy shall be such that the sum of the ratios of the actual floor area
of each use divided by the allowable floor area for each use shall not exceed 1.
Actual Area of Occupancy A + Actual Area of Occupancy B ( 1
Allowable Area of Occupancy A Allowable Area of Occupancy B -
+ ..... = D.00
STORY NO.
DESCRIPTION
AND USE
(A)
BLDG AREA
PER STORY
(ACTUAL)
(B)
TABLE 5033
AREA
(C)
AREA FOR
FRONTAGE
INCREASE'
(D)
AREA FOR
SPRINKLER
INCREASE'
(E)
ALLOWABLE
AREA OR
UNLIMITED'
(F)
MAXIMUM
BUILDING
AREA'
FIRST
ELECTRIC RM.
160
5,500
N/A
0
5,500
160
I Stories + I = ___ ---
Stories I
Bearing walls
ELECTRICAL ROOM
160
300 GROSS
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Frontage area increases from Section 506.2 are computed thus:
a. Perimeter which fronts a public way or open space havingg 20 feet minimum width _ _____________ (F)
b. Total Building Perimeter = ______________(P)
c. Ratio (F /P) = _______________ (F /P)
d. W = Minimum width of public way = ____________ (W)
e. Percent of frontage increase 1 = 100 f F/P - 0.251 x W /30 = ______________ ( %)
2 The sprinkler increase per Section 500 is as fdlows:
a. Multrstorg building 1 = 200 percent
b. Single story building 1 = 300 percent
3 Unlimited area applicable under conditions of Sections Group B, F, M, S, A -3, A -4 (501;
Group A motion picture (501.10); covered mall buildings (402.6); and H -2 aircraft paint hangers (501.8).
4 Maximum Building Area = total number of stories in the building x E (506.4)
5 The maximum area of parking garages must comply with Table 400.5. The maximum area of air traffic
control towers must comply with 412.1.2.
ALLOWABLE HEIGHT
FIRE PROTECTION REQUIREMENTS
Life Safety Plan Sheet #, if Provided
BUILDING ELEMENT
ALLOWABLE
(TABLE 503)
INCREASE FOR
SPRINKLERS
SHOWN ON PLANS
CODE
REFERENCE
Type of Construction
T e: V -B
T e: V -B
REQ'D
3uildina Hei ht in Feet
40' -0"
Feet= H + 20' = _ ____
13' -6"
®No
uilding Height in Storiesl
I
I Stories + I = ___ ---
Stories I
Bearing walls
FIRE PROTECTION REQUIREMENTS
Life Safety Plan Sheet #, if Provided
BUILDING ELEMENT
FIRE
SEPARATION
DISTANCE
(FEET)
13ATING
Exit Signs:
DETAIL #
AND
SHEET #
DESIGN #
FOR
RATED
ASSEMBLY
DESIGN # FOR
RATED
PENETRATION
DESIGN #
FOR
RATED
JOINTS
REQ'D
PROVIDED
(W / - - - --
REDUCTION)
Structural frame,
including columns, girders,
trusses
❑ Yes ❑
0
®No
❑ Yes
N/A
8 FEET
STAIR
Bearing walls
ELECTRICAL ROOM
160
300 GROSS
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> 10
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Nonbearing walls and
partitions
Exterior walls
North
> 10
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East
> 10
0
West
> 10
0
South
> 10
0
Interior walls and partitions
0
Floor construction
Including supporting
beams and joints
N/A
Roof construction
Including supporting
beams and joints
0
Shaft Enclosures - Exit
N/A
Shaft Enclosures - Other
N/A
Corridor Separation
N/A
Occupancy Separation
N/A
Party/ Fire Wall Separation
N/A
Smoke Barrier Separation
N/A
Tenant Separation
_W 7A
Incidental Use Separation
N/A
* Indicates section number permitting reduction
LIFE SAFETY SYSTEM REQUIREMENTS
Emergency Lighting:
®No
❑ Yes
Exit Signs:
®No
❑ Yes
Fire Alarm:
®No
❑ Yes
Smoke Detection Systems:
®No
❑ Yes ❑
Panic Hardware:
®No
❑ Yes
EXIT REQUIREMENTS
NUMBER AND ARRANGEMENT OF EXITS
FLOOR, ROOM OR
SPACE DESIGNATION
MINIMUM
NUMBER OF EXITS
TRAVEL DISTANCE
ARRANGEMENT MEANS OF
EGRESP(SECTION 1015.2)
REQUIREC
SHOWN
ON PLANE
ALLOWABLE TRAVEL
DISTANCE
(TABLE 1015.1)
ACTUAL
TRAVEL
DISTANCE
SHOWN ON
PLANS
REQUIRED
DISTANCE
BETWEEN
EXIT DOORS
ACTUAL
DISTANCE
SHOWN ON
PLANS
ELECTRICAL ROOM
2
2
15 FEET
16 FEET
N/A
8 FEET
STAIR
LEVEL
ELECTRICAL ROOM
160
300 GROSS
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1 Corridor dead ends (Section 1011.3)
2 Buildings with Single Exits (Table 1019.2), Spaces with one means of egress (Table 1015.1)
3 Common Path or Travel (Section 1014.3)
EXIT WIDTH
NOTE: SEE NECHANICAL, PLUMBING,
ELETRICAL AND STRUCTURAL
DR,41.111NGS FOR THEIR PORTIONS OF
APPENDIX 'B'.
USE GROUP
OR SPACE
(a)
(b)
(c)
EXIT WIDTH (in.) 2.5.0E
DESCRIPTION
AREA
sq. ft.
AREA'
PER
OCCUPANT
(Table 1004.1.1)
CALCULATED
OCCUPANT
LOAD
(a =b)
EGRESS WIDTH
PER OCCUPANT
(TABLE 1005.1)
REQUIRED WIDTH
(Section 1005.1)
(a / b) x c
ACTUAL WIDTH
SHOWN ON PLANS
STAIR7
LEVEL
STAIR
LEVEL
STAIR
LEVEL
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See Table 1004.1.1 to determine whether net or gross area is applicable.
See definition "Area, Gross" and "Area, Net" (Section 1002)
2 Minimum stairway width (Section 1009.1); min. corridor width (Section 1011.2); min. door width (Section 1008.1)
3Minimum width of exit passageway (Section 1021.2)
4See Section 1004.5 for converging exits.
'The loss of one means of egress shall not reduce the available capacity to less than 50 percent of the total required (Section
1005.1)
'Assembly occupancies (Section 1025)
/4canthus Design Studio
architecture and landscape design
10A Kenilworth Road
Asheville, NC 28803
(828) 252 —%-40
LICENSE #1915
NO. I DATE I BY I REVISION DESCRIPTION
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FLOOR PLAN
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SCALE: 1/4"= V -0"
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FIBER BOARD SOFFIT
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FINISH STUCCO- MATCH COLOR
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SCALE: 1/4"= V -0"
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R -19 BATT
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SCALE: 1/4"= V -0"
LEFT SIDE ELEVATION
SCALE: 1/4"= V -0"
THICKENED SLA
AT THRESHOLD
HOLLOW METAL JAMB
TO BE GROUTED SOLID
EMBEDDED STEEL PLATE IN BLK.
MIN. 3 EACH SIDE
FHOROSEAL'
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IRE LATH-----------
TUCCO CORNER
kND STOP
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SCALE: 1/4"= V -0"
VERIFY WITH AC MFG.
RIGHT SIDE ELEVATION
SCALE: 1/4"= V -0"
VERIFY
WITH AC
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PIPE FROM ELECTRICAL
BUILDING TO DAYLIGHT.
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APPENDIX "B"
Name of Project: Henderson Water Reclamation Facility Improvements
Address:
1646 W. Andrews Ave., Henderson NC 21536
❑II —A
❑III —A ❑ IV ❑V —A
Proposed Use:
Solids Handling
❑I —B
❑II —A
❑ III —B NV —B
Owner or Authorized Agent: Tan Spain
Phone It
(252) 431 -6061
Factory ❑ F —I Moderate
Owned By:
®City /County
El Private
❑ Partial
❑State
Code Enforcement Jurisdiction: ®City
❑County
N No
❑ Yes
LEAD DESIGN PROFESSIONAL: McGill Associates
Doug Chapman
Fire District:
Designer
Firm
Name
License
Telephone#
Architectural
Acanthus
Chris Goodwin
NC 1915
(828) 252 -1640
Civil
McGill Associates
Doug Chapman
C -0459
(828) 328 -2024
Electrical
McGill Associates
Phil] Fisher
C -0459
(828) 252 -0515
Fire Alarm
N/A
F
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Plumbing
Tilden White t Asspciates
Tilden White
028953
(828) 255 -4321
Mechanical
Tilden White t Asspciates
Tilden White
028953
(828) 255 -4321
Sprinkler -5andpipe
N/A
Structural
Sutton— Kennerly
Paul Fama
31393
(828) 214 -4440
Retaining Walls)5' High
N/A
V
Nonbearing walls and
partitions
Exterior walls
Other
N/A
0
2012 EDITION OF NC CODE FOR: N New Construction El Addition ❑Upfit
EXISTING: El Reconstruction ❑Alteration ❑ Repair
CONSTRUCTED ORIGINAL USE RENOVATED CURRENT USE
BUILDING DATA
Construction Type:
❑ I —A
❑II —A
❑III —A ❑ IV ❑V —A
(C)
AREA FOR
FRONTAGE
INCREASE'
Primary Occupancy:
❑I —B
❑II —A
❑ III —B NV —B
❑ A -5
❑ Business
Mixed construction:
Factory ❑ F —I Moderate
NNo ❑Yes Types
Sprinklers:
N No
❑ Partial
❑ Yes
❑ NFPA 13 ❑ NFPA 13R ❑ NFPA 13D
Standpipes:
N No
❑ Yes
Class ❑ I
❑ II ❑ III ❑ Wet ❑ Dry
Fire District:
N No
❑ Yes
Flood
Hazard Area: N No ❑ Yes
Building Height:
Feet 1915_ Number of Stories I
Mezzanine:
N No
❑ Yes
Storage ❑ 5-1 Moderate
❑ 5-2 Lou ❑ High —Piled
Gross Building Area:
FLOOR EXISTING (SQ FT) NEW (SQ FT) SUB —TOTAL
6th Flax
5th Floor
4th Floor
3rd Flax
2nd Flax
Mezzanine
Ist Floor 1,962 1,962
Basement
TOTAL 1,962 1,962
Secondary Occupancy:
Special Uses: ❑ 402 ❑ 403 ❑ 404 ❑ 405 ❑ 406 ❑ 401 ❑ 408 ❑ 409 ❑ 410 ❑ 411 ❑ 412
El 413 El III El 415 El 416 El 411 El 418 El 419 El 420 El 421 El 422 El 423
Special Provisions. ❑ 509.2 ❑ 509.3 ❑509.4 ❑509.5 ❑ 509.6 ❑ 509.1 ❑ 509.6
Mixed Occupancy: ❑ No ❑ Yes Separation: Hr. Exception:
❑ Non— Separated Mixed Occupancy (303.1 Exception)
The required type of construction for the building shall be determined bg applying the height and area
limitations for each of the applicable occupancies to the entire building. The most restrictive type of
construction, so determined, shall apply to the entire building.
❑ Separated Mixed Occupancy (303.1/303.2) — See below for area calculations
For each story, the area of the occupancy shall be such that the sum of the ratios of the actual floor area
of each use divided by the allowable flax area for each use shall not exceed 1.
Actual Area of Occupancy A + Actual Area of Occupancy B 1
Allowable Area of Occupancy A Allowable Area of Occupancy B —
+ ..... = ( I.00
STORY NO.
DESCRIPTION
AND USE
ALLOWABLE AREA
(B)
TABLE 5035
AREA
(C)
AREA FOR
FRONTAGE
INCREASE'
Primary Occupancy:
Assembly ❑
A -1 ❑A -2 ❑A -3
❑ A -4
❑ A -5
❑ Business
❑ Educational
Factory ❑ F —I Moderate
❑ F -2 Lou
5,500 SF
Hazardous
❑ H -1 Detonate
❑ H -2 Deflagrate ❑ H -3 Combust ❑ H -4
Health ❑ H -5 HPM
Institutional
❑ 1 -1
❑ 1 -2 ❑ 1 -3
❑ 1 -4
16 FEET
0.2
1 -3 Use Condition
❑ I ❑ 2
❑ 3
❑ 4 ❑ 5
❑ Mercantile
Residential
❑ R —I ❑ R -2
❑ R -3
❑ R -4
Storage ❑ 5-1 Moderate
❑ 5-2 Lou ❑ High —Piled
0
V
N Utility and
Miscellaneous
❑ Parking Garage ❑ Open
❑ Enclosed
❑ Repair Garage
Secondary Occupancy:
Special Uses: ❑ 402 ❑ 403 ❑ 404 ❑ 405 ❑ 406 ❑ 401 ❑ 408 ❑ 409 ❑ 410 ❑ 411 ❑ 412
El 413 El III El 415 El 416 El 411 El 418 El 419 El 420 El 421 El 422 El 423
Special Provisions. ❑ 509.2 ❑ 509.3 ❑509.4 ❑509.5 ❑ 509.6 ❑ 509.1 ❑ 509.6
Mixed Occupancy: ❑ No ❑ Yes Separation: Hr. Exception:
❑ Non— Separated Mixed Occupancy (303.1 Exception)
The required type of construction for the building shall be determined bg applying the height and area
limitations for each of the applicable occupancies to the entire building. The most restrictive type of
construction, so determined, shall apply to the entire building.
❑ Separated Mixed Occupancy (303.1/303.2) — See below for area calculations
For each story, the area of the occupancy shall be such that the sum of the ratios of the actual floor area
of each use divided by the allowable flax area for each use shall not exceed 1.
Actual Area of Occupancy A + Actual Area of Occupancy B 1
Allowable Area of Occupancy A Allowable Area of Occupancy B —
+ ..... = ( I.00
STORY NO.
DESCRIPTION
AND USE
(A)
BLDG AREA
PER STORY
(ACTUAL)
(B)
TABLE 5035
AREA
(C)
AREA FOR
FRONTAGE
INCREASE'
(D)
AREA FOR
SPRINKLER
INCREASE'
(E)
ALLOWABLE
AREA OR
UNLIMITED'
(F)
MAXIMUM
BUILDING
AREA'
FIRST
EQUIPEMENT
1,962 SF
5,500 SF
N/A
0
5,500 SF
1,962 SF
Stories + I = _____
Stories I
Bearing walls
2
15 FEET
10 FEET
II FEET
16 FEET
0.2
Exterior
12"
ELECTRIC EQUIP.
162
100
2
V1
North
> 10
0
V
84"
H
x
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> 10
0
F
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Frontage area increases from Section 500 are computed thus:
a. Perimeter which fronts a public way or open space havingg 20 feet minimum width = __________.
b. Total Building Perimeter _ ______________(P)
c. Ratio (F /P) = _______________ (F /P)
d. W = Minimum width of public way = ____________ (W)
e. Percent of frontage increase 1 = 100 1 F/P — 0.251 x W /30 = ______________ ( %)
Y The squnkler increase per Section 506.3 is as follows:
a. It building 1 = 200 percent
b. Single story building 1 = 300 percent
3 Unlimited area applicable under conditions of Sections Group B, F, M, S, A -3, A -4 (501;
Group A motion picture (501.10); covered mall buildings (402.0; and H -2 aircraft paint hangers (501.8).
4 Maximum Building Area = total number of stories in the building x E (506.4)
5 The maximum area of parking garages must comply with Table 400.5. The maximum area of air traffic
control towers must comply with 412.1.2.
ALLOWABLE HEIGHT
(F)
FIRE PROTECTION REQUIREMENTS
Life Safety Plan Sheet #, if Provided
BUILDING ELEMENT
ALLOWABLE
(TABLE 503)
INCREASE FOR
SPRINKLERS
SHOWN ON PLANS
CODE
REFERENCE
Type of Construction
Type: V —B
Type: V —B
REQ'D
3uilding Height in Feet
40' -0"
Feet= H + 20' =
19' -9"
❑ No
Ouilding Height in Stories
I
Stories + I = _____
Stories I
Bearing walls
FIRE PROTECTION REQUIREMENTS
Life Safety Plan Sheet #, if Provided
BUILDING ELEMENT
FIRE
SEPARATION
DISTANCE
(FEET)
® Yes
ATIN
DETAIL #
AND
SHEET #
DESIGN it
FOR
RATED
ASSEMBLY
DESIGN # FOR
RATED
PENETRATION
DESIGN It
FOR
RATED
JOINTS
REQ'D
PROVIDED
(W / - - - --
REDUCTION)
Structural frame,
including columns, girders,
trusses
N Yes ❑ Partial_______________
0
❑ No
N Yes
31 FEET
39 FEET
ELECTRIC EQUIP.
Bearing walls
2
15 FEET
10 FEET
II FEET
16 FEET
0.2
Exterior
12"
ELECTRIC EQUIP.
162
100
2
V1
North
> 10
0
V
84"
H
x
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> 10
0
F
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> 10
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South
> 10
0
Interior
> 10
0
V
Nonbearing walls and
partitions
Exterior walls
0
North
> 10
0
0
East
> 10
0
West
> 10
0
South
> 10
0
Interior walls and partition s
0
Floor construction
Including supporting
beams and joints
0
Roof construction
Including supporting
beams and joints
0
Shaft Enclosures — Exit
N/A
Shaft Enclosures — Other
N A
Corridor Separation
N/A
Occupancy Separation
N/A
Party/ Fire Wall Separation
N/A
Smoke Barrier Separation
N/A
Tenant Separation
N A
Incidental Use Separtion
N/A
* Indicates section number permitting reduction
LIFE SAFETY SYSTEM REQUIREMENTS
Emergency Lighting.
❑ No
® Yes
Exit Signs:
❑ No
N Yes
Fire Alarm:
N No
❑ Yes
Smoke Detection Systems:
❑ No
N Yes ❑ Partial_______________
Panic Hardware:
❑ No
N Yes
EXIT REQUIREMENTS
NUMBER AND ARRANGEMENT OF EXITS
FLOOR, ROOM OR
SPACE DESIGNATION
MINIMUM'
NUMBER OF EXITS
TRAVEL DISTANCE
ARRANGEMENT MEANS OF
EGRESS! "(SECTION 1015.2)
REQUIREE
SHOWN
ON PLANE
ALLOWABLE TRAVEL
DISTANCE
(TABLE 1015.1)
ACTUAL
TRAVEL
DISTANCE
SHOWN ON
PLANS
REQUIRED
DISTANCE
BETWEEN
EXIT DOORS
ACTUAL
DISTANCE
SHOWN ON
PLANS
SLUDGE EQUIPMENT
2
2
15 FEET
58 FEET
31 FEET
39 FEET
ELECTRIC EQUIP.
2
2
15 FEET
10 FEET
II FEET
16 FEET
0.2
3.6"
12"
ELECTRIC EQUIP.
162
100
2
V1
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A"
V
84"
H
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Corridor dead ends (Section 1011.3)
Buildings with Single Exits (Table 1019.2), Spaces with one means of egress (Table 1015.1)
3 Common Path or Travel (Section 1014.3)
EXIT WIDTH
USE GROUP
OR SPACE
(a)
(b)
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AREA
sq. ft.
AREA'
PER
OCCUPANT
(Table 1004.1.1)
CALCULATED
OCCUPANT
LOAD
(a b)
EGRESS WIDTH
PER OCCUPANT
(TABLE 1005.1)
REQUIRED WIDTH
(Section 1005.1)
(a / b) x c
ACTUAL WIDTH
SHOWN ON PLANS
[STAIR
LEVEL
STAIR
LEVEL
STAIR
LEVEL
SLUDGE EQUIPMENT
1800
100
18
CQ
0.2
3.6"
12"
ELECTRIC EQUIP.
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2
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See Table 1004.1.1 to determine whether net or gross area is applicable.
See definition "Area, Gross" and "Area, Net" (Section 1002)
' Minimum stairway width (Section 1009.1); min. corridor width (Section 1011.2); min. door width (Section 1006.1) 3Minimum width of exit passageway (Section 1021.2)
45ee Section 1004.5 for converging exits.
5 The loss of one means of gress shall not reduce the available capacity to less than 50 percent of the total required (Section
1005.1)
Assembly occupancies (Section 1025)
NOTE: SEE MECI-- fANICAL, PLUMBING,
ELECTRICAL AND STRUCTURAL
DRAWINGS FOR THEIR PORTIONS OF
APPENDIX 'B'.
NO. I DATE I BY
/14canthus Design Studio
architecture and landscape design
10A Kenilworth road
Asheville, NC 28803
(828) 252 —%,40
LICENSE 4 1915
REVISION DESCRIPTION
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SAVE HIEGHT: +/- I1' -6"
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NO. DATE BY
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ICA Kenilworth Road
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LICENSE 4 1915
ADDENDUM 2 DATED 12/11/
REVISION DESCRIPTION
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STRUCTURAL ABBREVIATIONS
Dwg.# ANNOT- ABBREVIATIONS- STRU.dwg
A.B.
ANCHOR BOLT
G.B.
GRADE BEAM
PIS
PRESTRESSED
ACI
AMERICAN CONCRETE INSTITUTE
GA.
GAGE; GAUGE
P/T
POST- TENSIONING
A.F.F.
ABOVE FINISHED FLOOR
GALV.
GALVANIZED
P.C.
PRECAST CONCRETE
AISC
AMERICAN INSTITUTE OF STEEL
�p..,z
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PCI
PRESTRESSED CONCRETE
w
CONSTRUCTION
H.M.
HOLLOW METAL
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INSTITUTE
AITC
AMERICAN INSTITUTE OF TIMBER
H.S.
HIGH STRENGTH
PEN.
PENETRATION
a
CONSTRUCTION
HEX. HD.
HEXAGONAL HEAD
PERP.
PERPENDICULAR
ALT.
ALTERNATE
HSS
HOLLOW STRUCTURAL SHAPE
PL.
PLATE
ARCH.
ARCHITECTURAL
HT.
HEIGHT
PSF
POUNDS PER SQUARE FOOT
ASTM
AMERICAN SOCIETY FOR TESTING
LLJ
Q
LL
PSI
POUNDS PER SQUARE INCH
0
z
AND MATERIALS
I.D.
INSIDE DIAMETER
P.T.
PRESSURE TREATED
AVG.
AVERAGE
I.F.
INSIDE FACE
PTI
POST- TENSIONING INSTITUTE
AWS
AMERICAN WELDING SOCIETY
IN.
INCH;INCHES
PVC
POLYVINYL CHLORIDE
IBC
INTERNATIONAL BUILDING CODE
BLDG.
BUILDING
INT.
INTERIOR;INTERSECTION
R.
RADIUS
BM.
BEAM
R.D.
ROOF DRAIN
B.P.
BEARING PLATE;BASE PLATE
JST.
JOIST
RAID.
RADIUS
BRG.
BEARING
JT.
JOINT
REF.
REFERENCE
REINF.
REINFORCE(D); REINFORCING
C.J.
CONSTRUCTION JOINT
K
KIP (1,000 LBS.)
REM.
REMAINING; REMAINDER
CMU
CONCRETE MASONRY UNIT
K/FT
KIPS PER FOOT
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CGS
CENTER OF GRAVITY OF STEEL
CL.
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LLBB
LONG LEGS BACK TO BACK
S.J.
SAWED JOINT
CLG.
CEILING
LLH
LONG LEG HORIZONTAL
S.S.
STAINLESS STEEL
CLR.
CLEAR
LLO
LONG LEG OUTSTANDING
S.W.
SHORT WAY
COL.
COLUMN
LLV
LONG LEG VERTICAL
SCHED.
SCHEDULE
CONC.
CONCRETE
L.W.
LONG WAY
SECT.
SECTION
CONN.
CONNECTION
LB.
POUND
SHT.
SHEET
CONST.
CONSTRUCTION
LG.
LONG
SIM.
SIMILAR
CONT.
CONTINUOUS
LIN.
LINEAR
SJI
STEEL JOIST INSTITUTE
CRSI
CONCRETE REINFORCING STEEL
LL
LIVE LOAD
SLBB
SHORT LEGS BACK TO BACK
INSTITUTE
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LIGHT WEIGHT
SLO
SHORT LEG OUTSTANDING
CTR.
CENTER
S.O.G.
SLAB ON GRADE
M.O.S.
MIDDLE OF SLAB
SPEC(S).
SPECIFICATION(S)
D.C.J.
DOWELED CONTROL JOINT
M.O.W.
MIDDLE OF WALL
SQ.
SQUARE
D.J.
DOUBLE JOIST
MATL.
MATERIAL
STD.
STANDARD
D.S.
DOWN SPOUT
MAX.
MAXIMUM
STL.
STEEL
DBL.
DOUBLE
MIN.
MINIMUM
STRUCT.
STRUCTURAL
DIET.
DETAIL
MISC.
MISCELLANEOUS
SYM.
SYMMETRICAL
DIA.
DIAMETER
MK
MARK
DIAG.
DIAGONAL
T.O.C.
TOP OF CONCRETE
DIM.
DIMENSION
N/A
NOT APPLICABLE
T.O.F.
TOP OF FOOTING
DL
DEAD LOAD
N.F.
NEAR FACE
T.O.S.
TOP OF SLAB; TOP OF STEEL
DN.
DOWN
N.I.C.
NOT IN CONTRACT
T.O.W.
TOP OF WALL
DWG(S).
DRAWING(S)
N.T.S.
NOT TO SCALE
T &B
TOP AND BOTTOM
N -S
NORTH -SOUTH
TEMP.
TEMPORARY
E.F.
EACH FACE
NCSBC
NORTH CAROLINA STATE BUILDING
THRU
THROUGH
E.S.
EACH SIDE
CODE
TYR
TYPICAL
E.W.
EACH WAY
NO.
NUMBER
E -W
EAST -WEST
NOM.
NOMINAL
U.L.
UNDERWRITERS LABORATORIES
EA.
EACH
U.N.O.
UNLESS NOTED OTHERWISE
ELEV.
ELEVATION; ELEVATOR
O/C
ON CENTER
ENGR.
ENGINEER
O.D.
OUTSIDE DIAMETER
W/0
WITHOUT
EQ.
EQUAL
O.F.
OUTSIDE FACE
W/
WITH
EXIST.
EXISTING
OPNG.
OPENING
W.P.
WORKING POINT
EXP. JT.
EXPANSION JOINT
OPP.
OPPOSITE
W.W.F.
WELDED WIRE FABRIC
EXT.
EXTERIOR
O.H.
OPPOSITE HAND
ORIG.
ORIGINAL
X
BY
F.D.
F.F.
FDN.
FIN.
FL.
FLG.
F.O.B.
FT.
FTG.
0
O
0
A
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BOT ELEV
4
F....
DP...
P...
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DPC...
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C...
B...
BP...
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FLOOR DRAIN
FAR FACE
FOUNDATION
FINISH
FLOOR
FLANGE
FACE OF BRICK
FOOT; FEET
FOOTING
TOP OF CONCRETE
OR DECK ELEVATION
SPOT ELEVATION:
WORKING POINT
NOTE MARKER
(SEE NOTES)
CONNECTION TYPE
COLUMN
DESIGNATION
(SEE SCHEDULE)
REPAIR TYPE
REVISION MARK
CAISSON TAG
MOMENT
CONNECTION
SPREAD FOOTING
DRILLED PIER
CONCRETE PIER
PILE CAP
DRILLED PILE CAP
GRADE BEAM
COLUMN
STEEL BASE PLATE
BEAM BEARING PLATE
LINTEL
BATTERED PILE
CONCRETE WALL
CONTROL JOINT
ELEVATION, SEE PLAN
NOTES.
STRUCTURAL SYMBOLS LEGEND
Dwg.# 120191.0- S0001.dwg
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M■
LOAD BEARING WALL
NON -LOAD BEARING WALL
BELOW SUPPORTED
STUCTURE
SLAB -ON -GRADE CONTROL
JOINT
W -SHAPE BEAM
OPEN WEB JOIST
BRICK (SECTION)
BRICK (ELEVATION)
CONCRETE (LARGE SCALE)
CONCRETE (SMALL SCALE)
CMU (SECTION)
CMU (ELEVATION)
DEPRESSED SLAB AREA
EARTH /SOIL
FILL GROUT
INSULATION (RIGID)
INSULATION (BATT)
PLYWOOD (LARGE SCALE)
STEEL
STONE FILL
WOOD (FINISH)
WOOD (ROUGH)
PRECAST CONCRETE (SECTION)
PRECAST CONCRETE
(ELEVATION)
GENERAL NOTES:
A. DESIGN CRITERIA
THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE 2009 INTERNATIONAL
BUILDING CODE WITH NORTH CAROLINA'S 2012 AMENDMENTS. THE DESIGN
LOADS ARE AS FOLLOWS:
LIVE LOAD:
ROOFS _ 20 PSF
FLOORS (SUSPENDED):
TYPICAL 100 PSF
ROOF TRUSS DESIGN LOADS:
TOP CHORD
DEAD 12 PSF
LIVE 20 PSF
BOTTOM CHORD
DEAD 12 PSF
LIVE 0 PSF
MAXIMUM LOAD FACTOR 1.1 (SNOW)
WIND LOAD:
BASIC DESIGN WIND VELOCITY 90 MPH
EXPOSURE C
IMPORTANCE FACTOR 1.15
INTERNAL PRESSURE COEFFICIENT +0.18 /-0.18
SEISMIC LOAD:
SEISMIC DESIGN CATEGORY B
IMPORTANCE FACTOR (IE) 1.25
MAPPED SPECTRAL RESPONSE ACCEL. (SHORT) (SS) 0.174
MAPPED SPECTRAL RESPONSE ACCEL. (1 SECOND) (S1) 0.069
SPECTRAL RESPONSE ACCELERATION (SHORT) (SDS) 0.139
SPECTRAL RESPONSE ACCELERATION (1 SECOND) (SD1) 0.079
SITE CLASS C
RESPONSE MODIFICATION FACTOR (R) 3.5
DEFLECTION AMPLIFICATION FACTOR (Cd) 2.5
SEISMIC RESPONSE COEFFICIENT (CS) 0.2
DESIGN SEISMIC BASE SHEAR 50KIPS
DESIGN SEISMIC BASE SHEAR ANALYSIS PROCEDURE:
EQUIVALENT LATERAL -FORCE PROCEDURE
SNOW LOAD:
GROUND SNOW LOAD (Pg) 20 PSF
FLAT ROOF SNOW LOAD (Pf) 20 PSF
SNOW EXPOSURE FACTOR (Ce) 1.0
IMPORTANCE FACTOR (Is) 1.1
THERMAL FACTOR (Ct) 1.0
DRIFT LOADS ASCE 7, SECTION 7.7
LATERAL LOAD CONTROLLED BY: SEISMIC.
LATERAL LOAD RESISTANCE SYSTEM: FLOOR/ROOF DIAPHRAGMS WITH
INTERMEDIATE REINFORCED CONCRETE SHEAR WALLS.
B. FOUNDATION
1. ALL FOOTINGS SHALL BE FOUNDED ON UNDISTURBED SOIL OR A CONTROLLED FILL
HAVING A BEARING CAPACITY OF 3000PSF, AT ELEVATION SHOWN ON THE
STRUCTURAL DRAWINGS.
2. ALL CONCRETE FOR FOOTINGS SHALL BE PLACED ON THE SAME DAY THAT THE
FOOTING EXCAVATIONS ARE MADE TO THE FINAL GRADE.
3. THE TOP OF ALL EXTERIOR FOOTINGS SHALL BE PLACED A MINIMUM OF 2' -0" BELOW
FINISH GRADE. THE TOP OF INTERIOR FOOTINGS SHALL BE PLACED A MINIMUM OF
l' -4" BELOW FINISH FLOOR.
4. CONTRACTOR SHALL VERIFY THE SOIL BEARING CAPACITY BEFORE ANY FOOTINGS
ARE CAST. VERIFICATION SHALL BE SUBMITTED TO THE ARCHITECT / ENGINEER
FOR REVIEW.
5. FOUNDATION CONDITIONS NOTED DURING CONSTRUCTION, WHICH DIFFER FROM
THOSE DESCRIBED IN THE GEOTECHNICAL REPORT, SHALL BE REPORTED TO THE
ARCHITECT. STRUCTURAL ENGINEER, AND GEOTECHNICAL ENGINEER BEFORE
FURTHER CONSTRUCTION IS ATTEMPTED.
C. CAST - IN - PLACE CONCRETE
1. CONCRETE IN THE LISTED AREAS SHALL HAVE THE FOLLOWING COMPRESSIVE
STRENGTH (f'c) AT 28 DAYS:
• FOOTINGS NORMAL WEIGHT 3000 PSI
• INTERIOR SLAB ON GRADE NORMAL WEIGHT 3000 PSI
• WATERTIGHT STRUCTURES NORMAL WEIGHT 4000 PSI
• EXTERIOR EXPOSED CONCRETE NORMAL WEIGHT 4000 PSI
• RETAINING WALLS NORMAL WEIGHT 4000 PSI
• ASTM C476 BLOCKFILL NORMAL WEIGHT 2000 PSI
2. ALL CONCRETE SHALL BE MADE IN ACCORDANCE WITH APPROVED DESIGN MIXES
AS REQUIRED FOR THE JOB, SEE SPECIFICATIONS.
3. FOR CONCRETE MATERIALS, MIX, ADMIXTURES, SLUMP, TESTS, FORMWORK, AND
WORKMANSHIP, REMOVAL OF FORMS, RESHORING, CURING, HARDENING AND
PROTECTING, FINISHING, CLEANING AND PATCHING, SEE SPECIFICATIONS.
4. ALL CONCRETE THAT IS EXPOSED TO OUTSIDE WEATHER SHALL CONTAIN
ENTRAINED AIR SLABS SHALL NOT CONTAIN FLY ASH.
5. ALL CONCRETE FOR WATER TIGHT STRUCTURES SHALL HAVE A MAXIMUM
WATERICEMENT RATIO OF 0.45 AND SHALL CONTAIN APPROXIMATELY 6%
ENTRAINED AIR.
6. CONCRETE THAT ARRIVES AT THE JOBSITE WITH A SLUMP GREATER THAN THE
RANGE INDICATED IN THE SPECIFICATIONS SHALL BE REJECTED. CONCRETE WITH
A SLUMP LESS THAN THE RANGE INDICATED IN THE SPECIFICATIONS SHALL HAVE
AN APPROVED SUPER - PLASTICIZER ADDED SUCH THAT THE MINIMUM SPECIFIED
SLUMP MIGHT BE ACHIEVED. THE ADDITION OF WATER AT THE JOBSITE FOR THE
PURPOSE OF INCREASING THE SLUMP IS PROHIBITED.
7. GRADE SLABS SHALL BE 6" THICK, REINFORCED WITH 6 X 6 / W 2.9 X W 2.9 W.W.F.,
U.O.N. W.W.F. SHALL BE PLACED IN TOP THIRD OF SLAB, BUT NOT MORE THAN 1"
BELOW TOP SURFACE.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING
ANCHOR BOLTS, CLIPS, INSERTS, CONNECTION PLATES, SLEEVES, SLOTS, AND
OTHER REQUIRED ITEMS IN ACCORDANCE WITH THE CONTRACT DRAWINGS, AND IN
COOPERATION WITH OTHER TRADES PRIOR TO PLACING THE CONCRETE.
9. SEE THE FOUNDATION PLAN FOR RECOMMENDED LOCATIONS OF CONSTRUCTION
AND SAW -CUT CONTROL JOINTS.
10. DO NOT SUBSTITUTE MASONRY GROUT FOR SPECIFIED CONCRETE.
D. MASONRY
1. UNLESS OTHERWISE SHOWN, BOND BEAMS SHALL BE REINFORCED WITH NOT LESS
THAN 2 - # 4 CONTINUOUS BARS. LINTELS SHALL BE OF THE SIZES SHOWN AND
REINFORCED AS SHOWN ON THE DRAWINGS.
2. MORTAR AND C.M.U.'S SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF
1800 -PSI AT 28 DAY TEST.
3. GROUT TO BE PLACED IN THE CELLS OF MASONRY UNITS SHALL CONFORM TO
ASTM C476. DO NOT SUBSTITUTE CONCRETE FOR GROUT.
4. REINFORCED MASONRY WALLS SHALL BE FILLED WITH GROUT. CLEAN -OUTS SHALL
BE PROVIDED AT BASE FOR CLEANING AND INSPECTION. ALL DEBRIS SHALL BE
COMPLETELY REMOVED FROM REBAR CAVITY.
5. UNLESS OTHERWISE SHOWN, MASONRY WALLS SHALL HAVE CONTROL JOINTS AT A
MAXIMUM SPACING OF 30 FEET ON CENTER. THE JOINT SHALL BE FORMED USING
PVC MATERIAL CONFORMING TO ASTM D2287, TYPE PVC 654 - 4. COORDINATE
LOCATION OF JOINTS WITH THE ARCHITECTURAL DRAWINGS.
6. PROVIDE A MINIMUM LAP LENGTH OF 48 x BAR DIAMETERS FOR ALL MASONRY
REINFORCING LAP SPLICES.
E. REINFORCING STEEL
1. WELDED WIRE FABRIC SHALL BE 6X6 - W2.9 X W2.9 W.W.F. AND CONFORM TO ASTM
A185. LAP ONE FULL MESH PLUS 2" AT SPLICES. FABRIC SHALL BE FURNISHED IN
FLAT SHEETS. WELDED WIRE FABRIC FOR SLABS ON GRADE SHALL BE SUPPORTED
ON CONTINUOUS # 4 BARS ON CLASS 3 HIGH CHAIRS WITH BOTTOM PLATES,
SPACED @ 4' -0" C /C.
2. ALL REINFORCING STEEL SHALL BE ACCURATELY AND SECURELY TIED AND
ANCHORED IN PLACE TO PREVENT DISLOCATION DURING THE PLACING OPERATION.
3. PROVIDE CORNER BARS, 36 BAR DIAMETERS X 36 BAR DIAMETERS, AT EACH CONT.
FOOTING AND BOND BEAM OUTSIDE REBAR.
4. PROVIDE 1 - NO.4 REINFORCEMENT BAR x 4' -0" AT RE- ENTRANT CORNERS AND
AROUND RECTANGULAR HOLES IN SLAB UNLESS NOTED OTHERWISE. PLACE BAR
DIAGONAL TO CORNER WITH 1" CLEARANCE FROM THE TOP AND THE SIDE OF THE
SLAB AT THE CORNER.
5. DETAILING, FABRICATION, STORAGE, AND INSTALLATION OF REINFORCING, UNLESS
OTHERWISE SHOWN ON THE PLANS, SHALL COMPLY WITH APPLICABLE
REQUIREMENTS OF THE "BUILDING CODE REQUIREMENTS FOR REINFORCED
CONCRETE" (ACI 318) AND THE "MANUAL OF STANDARD PRACTICE FOR DETAILING
REINFORCED CONCRETE STRUCTURES" (ACI 315), BOTH BY THE AMERICAN
CONCRETE INSTITUTE.
6. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. REINFORCING
STEEL WELDED TO EMBEDDED STEEL PLATES OR SHAPES SHALL CONFORM TO
ASTM A706. DO NOT WELD REINFORCING BARS TO EACH OTHER.
7. UNLESS NOTED OTHERWISE ON PLANS OR IN DETAILS, REINFORCING BARS
MARKED ON THE PLANS AS BEING CONTINUOUS SHALL BE LAPPED AT SPLICE
LOCATIONS AS SHOWN IN SCHEDULE. FOR SPLICES AT CORNERS OR
INTERSECTIONS OF WALLS AND BEAMS, SEE TYPICAL DETAILS.
8. REINFORCING STEEL SHALL BE CLEAN OF MUD, DEBRIS, LOOSE RUST, CEMENT
GROUT, OR ANY OTHER MATERIAL WHICH MAY INHIBIT BOND BETWEEN THE STEEL
AND THE CONCRETE.
9. REINFORCING SHALL BE SECURELY TIED AND ANCHORED IN PLACE BEFORE
CONCRETE PLACEMENT, TO PREVENT DISLOCATION.
10. UNLESS OTHERWISE NOTED, MINIMUM CONCRETE COVERAGE ON REINFORCING
STEEL SHALL BE AS FOLLOWS:
FOOTINGS -ALL FACES 3"
SLAB -ON -GRADE - TOP 1"
SLAB -ON -GRADE - BOTTOM 3"
PIERS 2"
BEAMS -1 1 -1/2"
SLABS - 1 -1/2"
WALLS - 2"
11. BARS SHALL BE BENT ONLY USING APPROVED METHODS. BARS SHALL NOT BE
BENT AFTER PARTIAL EMBEDMENT IN HARDENED CONCRETE.
LIGHT GAUGE METAL FRAMING
1. ALL LIGHT STRUCTURAL STEEL MEMBERS THAT SUPPORT ROOF LOADS SHALL BE
FORMED FROM STEEL SECTIONS THAT CONFORM TO THE SPECIFICATIONS OF THE
STEEL STUD MANUFACTURERS ASSOCIATION (SSMA).
2. ALL LIGHT STRUCTURAL STEEL MEMBERS SHALL HAVE A MINIMUM Fy = 33 KSI.
3. 12" STRUCTURAL ROOF JOIST SHALL BE EQUAL TO SSMA DESIGNATION 1200S162 -54,
SPACED AT 24" C /C, U.O.N., WITH GROSS PROPERTIES EQUAL TO: A = 0.896 IN2, Ix =
15.73 IN4, Sx = 2.622 IN3, ly = 0.212 IN4, Rx = 4.19 IN, Ry = 0.486 IN.
4. 31/2" STRUCTURAL WALL STUDS SHALL BE EQUAL TO SSMA DESIGNATION
350S162 -54, SPACED AT 16" C/C U.O.N., WITH GROSS PROPERTIES EQUAL TO: A =
0.422 IN2, Ix = 0.873 IN4, Sx = 0.481 IN3, ly = 0.154 IN4, Rx =1.438 IN, Ry = 0.604 IN.
5. FURNISH AND INSTALL CONTINUOUS MECHANICAL LATERAL BRACING AT 48" C/C OR
AS REQUIRED BY THE STRUCTURAL WALL STUD MANUFACTURER UNLESS
OTHERWISE INDICATED ON THE DRAWINGS.
6. SUBMIT 4 COPIES OF MANUFACTURER'S DATA INDICATING WALL STUD / JOIST
PROPERTIES AND BRACING.
F. ANCHORS & FASTENERS
1. GENERAL:
A. ALL ANCHOR AND FASTENER PRODUCTS SHALL BE INSTALLED IN ACCORDANCE
WITH MANUFACTURER'S PRINTED INSTRUCTIONS.
B. SEE DRAWINGS AND SPECIFICATIONS FOR SPECIFIC ANCHOR AND FASTENER
REQUIREMENTS.
C. PRODUCT DATA SHALL BE SUBMITTED AND APPROVED PRIOR TO INSTALLATION.
D. WHERE THE MANUFACTURER IS IDENTIFIED IN THE CONTRACT DOCUMENTS, IT
IS PROVIDED AS THE PERFORMANCE STANDARD FOR THE ANCHOR OR
FASTENER PRODUCT. ALTERNATE PRODUCTS MAY BE SUBMITTED FOR
APPROVAL AND MUST PROVIDE AT LEAST THE SAME PERFORMANCE FOR THE
DETAILED INSTALLATION AS THE REFERENCED PRODUCT.
E. DAMAGE TO EXISTING MATERIALS DUE TO ANCHOR INSTALLATION SHALL BE
REPAIRED USING PROCEDURES AND MATERIALS APPROVED BY THE ENGINEER.
F. ANCHORAGE IN CONCRETE:
2. THE SUITABILITY OF POST- INSTALLED EXPANSION AND UNDER -CUT ANCHORS FOR
USE IN CONCRETE SHALL HAVE BEEN DEMONSTRATED BY THE ACI 355.2
PREQUALIFICATION TESTS.
A. THE INSTALLATION OF ANCHORS IN HARDENED CONCRETE SHALL NOT DAMAGE
THE SURROUNDING CONCRETE OR ANYTHING EMBEDDED IN THE CONCRETE.
PRIOR TO DRILLING FOR ANCHOR INSTALLATION, LOCATE MATERIALS
EMBEDDED IN THE CONCRETE USING NON- DESTRUCTIVE METHODS. ADJUST
ANCHOR LOCATIONS TO AVOID EMBEDDED MATERIALS. SUBMIT POSITIONS OF
RELOCATED ANCHORS TO ENGINEER FOR APPROVAL PRIOR TO DRILLING.
PRE -DRILL PROBE HOLES USING A SMALL DIAMETER DRILL BIT AT FINAL
ANCHOR LOCATION TO CONFIRM A CLEAR DRILLING PATH.
B. ADHESIVE ANCHORS SHALL BE INSTALLED PER THESE NOTES AND PER TYPICAL
DETAILS.
G. STRUCTURAL STEEL
1. STRUCTURAL STEEL SHALL CONFORM TO ASTM A992, GRADE 50.
2. S, M, HP AND L SHAPES AND PLATES SHALL BE ASTM A36 OR ASTM A572, GRADE 50.
3. STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500, GRADE B.
4. STRUCTURAL STEEL PIPE SHALL CONFORM TO ASTM A501 OR ASTM A53, TYPE E OR
S, GRADE B.
5. BOLTS FOR CONNECTING STRUCTURAL STEEL SHALL BE 3/4" DIAMETER
CONFORMING TO ASTM A325 -N U.O.N.
6. ANCHOR BOLTS SHALL CONFORM TO ASTM F1554. YIELD STRENGTH SHALL BE 36
KSI.
7. FABRICATION AND ERECTION OF ALL STRUCTURAL STEEL SHALL BE IN
ACCORDANCE WITH THE LATEST AISC SPECIFICATIONS.
8. WELDING ELECTRODES SHALL BE E 70 SERIES.
9. WELDS SHALL BE MADE ONLY BY WELDERS WHO HAVE BEEN QUALIFIED BY TESTS
AS PRESCRIBED IN THE CURRENT EDITION OF THE'STRUCTURAL WELDING CODE',
AWS D1.1, OF THE AMERICAN WELDING SOCIETY TO PERFORM THE TYPE OF WORK
REQUIRED.
10. WRITTEN WELDING PROCEDURE SPECIFICATIONS FOR EACH TYPE OF WELD
PRESENT ON THE PROJECT SHALL BE SUBMITTED WITH SHOP DRAWINGS. SEE
ANSI /AWS D1.1, ANNEX E, FOR EXAMPLES. THESE PROCEDURES MUST BE READILY
AVAILABLE TO ALL SHOP AND SITE WELDERS.
11. THE STRUCTURAL STEEL FABRICATOR SHALL DESIGN THE BEAM CONNECTIONS
BASED ON THE REACTIONS SHOWN ON THE PLAN. FOR ANY BEAM WITHOUT A
REACTION ON THE PLAN, OR FOR ANY CONNECTION NOT DETAILED ON THE
STRUCTURAL DRAWINGS, THE STRUCTURAL STEEL FABRICATOR SHALL DESIGN
AND DETAIL THE CONNECTION USING CURRENT AISC STANDARD PRACTICE.
12. ENCASE ALL STRUCTURAL STEEL BELOW GRADE IN CONCRETE WITH A MINIMUM
COVERAGE OF 3 ".
13. ALL STRUCTURAL STEEL SHALL BE HOT DIPPED GALVANIZED.
H. GALVANIZING
1. GALVANIZING OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE LATEST
EDITION OF THE FOLLOWING PUBLICATIONS:
•
AMERICAN GALVANIZERS ASSOCIATION:
• SUGGESTED SPECIFICATION FOR HOT DIP GALVANIZING
• AMERICAN SOCIETY FOR TESTING AND MATERIALS:
• ASTM A 123 - ZINC (HOT -DIP GALVANIZED) COATINGS ON IRON AND STEEL
PRODUCTS
• ASTM A 153 - ZINC COATING (HOT -DIP) ON IRON AND STEEL HARDWARE
2. ALL STRUCTURAL STEEL MATERIALS AND ACCESSORIES WHICH ARE HOT -DIP
GALVANIZED SHALL MEET SPECIFIED SPECIAL MATERIAL REQUIREMENTS.
3. THE FOLLOWING ITEMS SHALL BE GALVANIZED:
• ALL STEEL MATERIAL THAT SUPPORTS OR IS BUILT INTO EXTERIOR EXPOSED
MASONRY CONSTRUCTION, IS OUTSIDE THE BUILDING THERMAL AND
MOISTURE BARRIERS, OR IS EXPOSED TO EXTERIOR WEATHER CONDITIONS.
• ALL CONNECTION MATERIALS FOR GALVANIZED MEMBERS AND FOR PRECAST
CONCRETE. CONNECTION MATERIALS SHALL INCLUDE, BUT NOT BE LIMITED
TO, NUTS, BOLTS, WASHERS, ANCHOR BOLTS, AND ITEMS EMBEDDED IN
CONCRETE.
• ITEMS NOTED ON DRAWINGS TO BE GALVANIZED.
4. GALVANIZED STEEL SHALL BE WELDED IN ACCORDANCE WITH AWS D19 - WELDING
ZINC COATED STEEL BY THE AMERICAN WELDING SOCIETY. STEEL SURFACES
SHALL BE FREE OF ZINC IN THE AREA TO BE WELDED.
5. AFTER GALVANIZED MATERIALS ARE INSTALLED, REPAIR DAMAGE AND EXTEND
GALVANIZED COATING WITH SPECIFIED ZINC TOUCH -UP MATERIAL TO PROVIDE THE
FULL SPECIFIED EXTENT OF ZINC COATING COVERAGE.
6. GALVANIZED COATING SHALL BE REPAIRED BY CLEANING SURFACE, POWER DISC
SANDING TO BRIGHT METAL, AND APPLYING AN ORGANIC COLD GALVANIZING
COMPOUND WITH A MINIMUM OF 94% ZINC DUST IN THE DRY FILM, 8 MILS MINIMUM
DFT, THREE COATS MINIMUM.
I. CONSIDER BOTH AXIAL FORCES AND BENDING MOMENTS RESULTING FROM
LOADS APPLIED AND NOT APPLIED AT TRUSS PANEL POINTS.
J. THE ANALYSIS AND DESIGN OF THE TRUSS MEMBERS AND CONNECTIONS SHALL
K. PREFABRICATED WOOD TRUSSES
1. PROVIDE WHERE SHOWN. COMPLY WITH APPLICABLE REQUIREMENTS OF NFPA
'NATIONAL DESIGN SPECIFICATIONS FOR STRESS GRADED LUMBER AND ITS
FASTENINGS', AND THE TRUSS PLATE INSTITUTES 'LIGHT METAL CONNECTED
WOOD TRUSSES'. MANUFACTURE TRUSSES ACCORDING TO: TPI 85 "DESIGN SPEC
FOR METAL PLATE CONNECTED WOOD TRUSSES" AND QST- 88'QUALITY STANDARD
FOR METAL PLATE CONNECTED WOOD TRUSSES': PUBLISHED BY THE TRUSS PLATE
INST. PROVIDE TRUSSES TO CONFIGURATIONS SHOWN. TOP AND BOTTOM CHORDS
MINIMUM 2X6 NO.2 SYP. WEB MEMBERS MINIMUM NO.3 SYP. DESIGN TRUSSES
FOR DESIGN LOADS INDICATED BELOW. SHOP- ASSEMBLE TRUSSES IN PLANT OF
RECOGNIZED MANUFACTURER OF WOOD TRUSSES OR IN A PLANT OF A
FABRICATOR LICENSED BY SUCH MANUFACTURER. SUBMIT 4 COPIES OF SHOP
DRAWINGS TO INCLUDE THE FOLLOWING:
• SIZES, SLOPES, SPANS, AND SPACING OF TRUSSES
• DESIGN LOADS
• BEARING WIDTH
• DESIGN STRESSES IN EACH MEMBER
• REACTIONS
• PLATE TYPE, THICKNESS OR GAUGE, SIZE, AND DIMENSIONED LOCATION
• LUMBER SIZE, SPECIES, AND GRADE FOR EACH MEMBER
• DEFLECTION
• CAMBER
• BRACING EQUIPMENT AND FRAMING
• SEAL OF A NORTH CAROLINA PROFESSIONAL ENGINEER DESIGNING THE
TRUSSES SHALL APPEAR ON EACH TRUSS DESIGN AND ON THE TRUSS
LAYOUT DRAWING PREPARED BY THE TRUSS MANUFACTURER OR
FABRICATOR.
• STORE, HANDLE, AND ERECT TRUSSES IN ACCORDANCE WITH
MANUFACTURER'S PRINTED INSTRUCTIONS AND HIB -91 'HANDLING
INSTALLING & BRACING' BY THE TRUSS PLATE INSTITUTE. INDICATE BY COPY
OF TRANSMITTAL THAT INSTALLER HAS RECEIVED COPY OF
MANUFACTURER'S INSTRUCTIONS AND'HANDLING INSTALLING & BRACING
HIB -91'.
2. TIE DOWN ANCHORS: FURNISH AND INSTALL ONE HURRICANE ANCHOR
EQUIVALENT TO "SIMPSON H2.5" AT EACH END OF EACH ROOF TRUSS. (UNLESS
OTHERWISE NOTED.)
3. 'OVERBUILD' SHALL CONSIST OF GABLED END TYPE TRUSSES SPACED AT 24" C /C.
INSTALL PLYWOOD SHEATHING TO SPANNING TRUSSES OR WOOD JOISTS PRIOR TO
INSTALLING 'OVERBUILD'.
4. TRUSS HANGERS: AT EACH TRUSS END THAT DOES NOT HAVE A STANDARD
BEARING CONNECTION, PROVIDE A METAL JOIST HANGER THAT IS CAPABLE OF
SUPPORTING THE REQUIRED REACTION.
5. ALL ROOF TRUSS CONNECTIONS SHALL BE DESIGNED BY ROOF TRUSS
MANUFACTURER.
L. FRAMING LUMBER & SHEATHING
1. FRAMING LUMBER, INCLUDING STUDS, SHALL CONFORM TO SPIB NUMBER 2
SOUTHERN YELLOW PINE UNLESS OTHERWISE NOTED.
2. PLYWOOD SHEATHING SHALL BE 5/8" APA RATED SHEATHING, EXPOSURE 1.
SECURE TO SUPPORTING WOOD FRAMING WITH 8d NAILS @ 6" C/C @ PANEL EDGES
AND 8d NAILS @ 12" C/C AT PANEL INTERIOR SUPPORTS. ALLOW 1/8" SPACE
BETWEEN PANEL ENDS AND EDGES TYP.
3. ALL LUMBER SHALL BE PROTECTED FROM MOISTURE, HEAT AND DAMAGE DURING
DELIVERY, STORAGE AND ERECTION.
4. FURNISH AND INSTALL 2x4 BLOCKING AT ROOF HIPS FOR SUPPORT OF PLYWOOD
SHEATHING.
5. FURNISH AND INSTALL 2x4 FRAMING AROUND EACH ROOF OPENING U.O.N. ON THE
DRAWINGS.
M. PROJECT COORDINATION
1. THE GENERAL CONTRACTOR SHALL CAREFULLY STUDY AND BE FAMILIAR WITH ALL
DRAWINGS. IMMEDIATELY REPORT CONFLICTS, ERRORS, AND OMISSIONS TO THE
ARCHITECT AND ENGINEERS.
2. THE MECHANICAL, ELECTRICAL, AND PLUMBING CONTRACTORS SHALL
COORDINATE REQUIRED WALL OPENINGS WITH THE GENERAL CONTRACTOR.
LINTELS FOR THESE OPENINGS SHALL BE FURNISHED AND INSTALLED BY THE
GENERAL CONTRACTOR. SEE MISCELLANEOUS LINTEL SCHEDULE, SHEET S5.1.
3. LOCATIONS FOR ITEMS SUSPENDED FROM THE STRUCTURE SHALL BE
COORDINATED WITH THE GENERAL CONTRACTOR. ALL REQUIRED SUPPLEMENTAL
FRAMING SHALL BE SUPPORTED AND INSTALLED BY THE GENERAL CONTRACTOR.
4. REQUIRED ROOF OPENING LOCATIONS SHALL BE COORDINATED WITH THE
GENERAL CONTRACTOR. ALL ADDITIONAL REQUIRED ROOF FRAMING AROUND
OPENINGS SHALL BE FURNISHED AND INSTALLED BY THE GENERAL CONTRACTOR.
5. WHERE CONFLICTS OCCUR BETWEEN NOTES, DRAWINGS, OR SPECIFICATIONS, THE
CONTRACTOR SHALL NOT PROCEED WITH THE AFFECTED WORK UNTIL THE
STRUCTURAL ENGINEER ISSUES A CLARIFICATION.
N. MISCELLANEOUS ITEMS
1. VERIFY ALL OPENING SIZES AND LOCATIONS WITH MECHANICAL EQUIPMENT AND
ARCHITECTURAL DRAWINGS.
2. GROUT FOR SETTING BEARING SURFACES SHALL BE NON- SHRINK, EQUAL TO
'MASTERFLOW # 928' BY MASTERBUILDERS.
3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE
ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS, AND THE
CONTRACTOR SHALL BE RESPONSIBLE FOR SEEING THAT THE WORK OF ALL
TRADES IS COORDINATED WITH THE STRUCTURAL WORK.
4. WALLS RETAINING EARTH, OTHER THAN CANTILEVERED WALLS, SHALL BE
ADEQUATELY BRACED UNTIL CONCRETE FOR SUPPORTING SLABS HAS BEEN
PLACED AND CURED.
5. UNLESS SPECIFICALLY SHOWN OR NOTED ON THE DRAWINGS, NO STRUCTURAL
MEMBER SHALL BE CUT, NOTCHED, BORED, OR OTHERWISE WEAKENED WITHOUT
THE PERMISSION OF THE STRUCTURAL ENGINEER.
6. STRUCTURAL EPDXY SHALL BE'HILTI HIT RE 500 SD' OR APPROVED EQUIVALENT.
STORAGE AND INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH THE
MANUFACTURER'S WRITTEN INSTRUCTIONS. PREDRILL HOLES TO THE SPECIFIED
DIAMETER USING DRILL PRESCRIBED BY THE MANUFACTURER. CLEAN PREDRILLED
HOLES USING NYLON BRUSHES AND OIL - FREE COMPRESSED AIR. DO NOT DISTURB
INSTALLED ELEMENT UNTIL SPECIFIED EPDXY CURE TIME IS ATTAINED.
NO. I DATE I BY
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VERT. BARS - SEE OTHER
SEE NOTE 1 DETAILS
NOTE: HORIZ. BARS - SEE OTHER
EXTEND TYPICAL HORIZONTAL DETAILS
WALL REINFORCEMENT TO FAR
SIDE OF INTERSECTING WALL.
PLAN DETAIL - TYPICAL
2 TANK WALL INTERSECTION U.N.O.
50 2 3/4" = l' -0"
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C.L. - WALL
WHEN SLAB
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EXTEND TOP BARS HIGH CHAIRS, SEE NOTES
AS SHOWN INTO
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SCHEDULES.
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T -0" TYP. SEE OTHER DRAWINGS WITH THE WALL THESE BARS SPACING TO SUPPORT THE TOP BARS, THE HIGH CHAIRS AND BAR SUPPORTS FOR
4' -0" MAX. ARE NOT REQ'D. TOP BARS MAY BE ELIMINATED. ELEVATION
TYPICAL DETAIL 2. PROVIDE TWO HIGH CHAIRS WITH A #6 SUPPORT BAR AT 5' -0" O/C MAX. FOR
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NOTCH AND TOP OF WALL &PLATE
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EDGE ANGLE AS ASSY. AS PER GRATE TAPCONS.
PER GRATE MANUFACTURERS
MANUFACTURERS REQUIRMENTS
REQUIRMENTS
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OTHER
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A GEN. NOTES, TYP. A... .
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SIZE OF PLATE TO SUIT NUMBER
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CLEARANCE AS REQUIRED BY
AISC SPECIFICATIONS
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ADD 4 BARS, EA. DIRECTION, (EA.
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EXTEND BARS 36 x B.D. BEYOND
FACE OF SLEEVE. MATCH BAR SIZE
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NORMAL REINFORCEMENT -
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NOTE: THIS DETAIL APPLIES TO WALL NOTE:
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3 TYPICAL SMALL OPENING DETAIL
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TOP CONT. BARS - SEE PLAN & C.L. - WALL
SCHED. LAP AT MIDSPAN OF
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NOTE: THIS DETAIL APPLIES TO WALL
AND SLABS
ADD REINF. TO MATCH
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SPAN. SPLICES SHALL BE CLASS 2'-0" 2' -0" SEE SCHEDULE AND
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HIGH CHAIRS EA. SIDE OF
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PLAN & SCHED. CENTER I I EQUALLY IN FULL WIDTH OF BEAM. SIZE AND NUMBER.
OVER SUPPORT, U.N.O.
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CENTER IN SPAN, U.N.O.
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PROVIDE 14" DEEP x4" WIDE SAWCUT SLAB -ON -GRADE JOINT NOTES:
UNLESS SEALANT IS REQUIRED. FOR
TOOL SURFACE TO PROVIDE TOOL SURFACE TO PROVIDE JOINTS WITH SEALANT. SEE TYPICAL SAWCUT JOINT, SEE PLAN FOR
DETAILS. SEE SPECS FOR SEALANT LOCATION 1. LOCATE JOINTS IN CONCRETE SLAB AS SHOWN ON FOUNDATION PLAN.
FULL CONTACT OF SEALANT ON FULL CONTACT OF SEALANT ON 1/4" SAWCUT (WIDTH REQUIREMENTS.
SIDES OF JOINT. LEVEL WITHIN 1/4" SAWCUT (WIDTH TOLERANCE +1/16 ", -0 ") SIDES OF JOINT. LEVEL WITHIN TOLERANCE +1116 ", -0 ") 2. SLAB JOINT DOWELS:
1/16" BELOW SLAB SURFACE 1/16" BELOW SLAB SURFACE
SEE PLAN NOTES FOR SLAB SEE PLAN NOTES AND DETAILS
THICKNESS FOR SLAB REINFORCING A. PROVIDE 4 "x 16" SMOOTH ROUND STEEL DOWELS IN SLAB JOINTS SPACED AT 12" 0/C DOWELS
(PROVIDE ADDITIONAL LAYER AS SHALL BE SAWCUT TO LENGTH.
REQUIRE
`r B. DOWELS SHALL BE SECURELY SUPPORTED DURING CONCRETE PLACEMENT ON CONTINUOUS SLAB
SEALANT, SEE - SEALANT, SEE _ :..::... ` ...:....
SPECIFICATIONS = �" _ ALIGN DOWELS TO BE PERPENDICULAR TO
SPECIFICATIONS
g THE JOINT AND PARALLEL TO THE TOP SLAB SURFACE.
COMPRESSED CLOSED CELL C. AT CONSTRUCTION JOINT, GREASE END OF DOWEL PLACED IN FIRST SECTION OF CONCRETE.
BACKER ROD, COMPATIBLE PLUG BOTTOM OF SAWCUT TO AFTER CONCRETE IN FIRST SECTION HAS HARDENED, MOVE DOWEL BACK AND FORTH IN HOLE TO
W /SEALANT. INSTALL WITH PREVENT LEAKAGE OF SEALANT AT JOINTS NOTED ON PLANS AS INSURE THAT BOND IS BROKEN. AT DOWELED CONTROL JOINT, GREASE ENTIRE LENGTH OF DOWEL.
GAUGE. PER MANUFACTURERS DOWELED CONTROL JOINTS,
RECOMMENDATIONS. THICKEN SLAB AND ADD DOWELS
CUT REINFORCING AT JOINT 3' 3' PER CONSTRUCTION JOINT D. DIAMOND PLATE JOINT KEYS MAY BE USED AS AN ALTERNATIVE TO DOWELS. SUBMIT PRODUCT
ASSUMED CRACK IN CONCRETE FACE OF DETAIL. DATA FOR APPROVAL.
BELOW SAW CUT CONSTRUCTION JOINT CONTROL JOINT
3. SAW CUTTING:
CONTROL JOINT - FLEXIBLE SEALANT CONSTRUCTION JOINT - FLEXIBLE SEALANT NO SAWCUT UNLESS SEALANT IS A. SAWCUT CONTROL JOINTS IMMEDIATELY AFTER COMPLETING SLAB SURFACE FINISHING AT EACH
REQUIRED. FOR JOINTS WITH JOINT LOCATION AND AFTER THE CONCRETE IS SUFFICIENTLY SET TO LEAVE NO TRACKS ON THE
OVERFILL, THEN CUT OVERFILL, THEN CUT SEALANT; SEE TYPICAL DETAIL. FORMED BREAK, SEE PLAN SURFACE. SAW SHALL BE CAPABLE OF CUTTING OF HARDENED, UNCURED CONCRETE WITHOUT
FLUSH WITH SLAB 1/8" SAWCUT FLUSH WITH SLAB 1/8" SAWCUT SEE SPECS FOR SEALANT FOR LOCATION DAMAGING THE CONCRETE.
SURFACE SURFACE REQUIREMENTS.
SEE PLAN NOTES AND DETAILS B. SAW CUTS AT CONSTRUCTION JOINTS MAYBE MADE WHEN CONTROL JOINTS ARE CUT OR AT ANY
SEE PLAN NOTES FOR FOR SLAB REINFORCING TIME PRIOR TO THE TIME THAT JOINT SEALANTS OR FILLERS ARE TO BE INSTALLED.
SLAB THICKNESS. (PROVIDE ADDITIONAL LAYER AS
REQUIRED)
C. IMMEDIATELY AFTER SAWCUTTING CLEAN THE JOINTS AND SLAB SURFACE. CLEANING SHALL
SEALANT, SEE , : ::: SEALANT, SEE REMOVE ALL LAITANCE, SAW DUST, AND OTHER CONTAMINANTS FROM SLAB SURFACE.
SPECIFICATIONS ; .. : SPECIFICATIONS
:
4 AFTER SAWING JOINTS AND CLEANING, COMMENCE CURING OF THE SLAB AND JOINTS AS SPECIFIED
PLUG BOTTOM OF SAWCUT TO
PLUG BOTTOM OF SAWCUT TO PREVENT LEAKAGE OF SEALANT STEEL DOWEL, CENTERED
PREVENT LEAKAGE OF SEALANT PER MANUFACTURERS IN SLAB AND CENTERED ON
PER MANUFACTURERS RECOMMENDATIONS. JOINT, SEE NOTE 2 COAT FACE OF CONCRETE
RECOMMENDATIONS. 1.. SECTION PLACED FIRST WITH
ASSUMED CRACK IN CONCRETE FACE OF 1" CURING COMPOUND TO PREVENT
BELOW SAW CUT CONSTRUCTION CUT REINFORCING AT JOINT BOND
JOINT CONSTRUCTION JOINT
CONTROL JOINT - SEMI -RIGID SEALANT CONSTRUCTION JOINT - SEMI -RIGID SEALANT
NOTES: TYPICAL DETAIL
1. SEE SPECIFICATIONS FOR JOINT SEALANT TYPES, APPLICATION AREAS FOR EACH TYPE OF 2 SLAB ON GRADE JOINT (NON -WATER TIGHT STRUCTURES)
SEALANT, AND OTHER REQUIREMENTS.
NOTE: FOR SEMI - RIGID, ADVISE OWNE 5003 1" = 1' -0"
2. DO NOT INSTALL JOINT SEALANT UNTIL A MINIMUM OF 60 DAYS AFTER SAWING THE JOINTS, OR THAT JOINTS SHOULD BE RE- FILLED Dwg.# 120191.0- S156038.dwg
AS LATE AS POSSIBLE PRIOR TO INSTALLING FLOOR FINISHES. AFTER ONE YEAR OF SERVICE.
3. WIDEN EXISTING SAWCUT AS REQUIRED TO REMOVE CHIPPED EDGES.
4. DO NOT INSTALL JOINT SEALANT UNTIL SLAB TEMPERATURE HAS STABILIZED AT NORMAL
SERVICE LEVEL.
5. IMMEDIATELY BEFORE INSTALLING JOINT SEALANT, CLEAN AND PRIME JOINT SURFACE AS
RECOMMENDED BY SEALANT MANUFACTURER.
6. REMOVE ANY EXCESS SEALANT THAT IS ABOVE THE FINISHED FLOOR SURFACE ON EITHER
SIDE OF THE JOINT PRIOR TO PLACEMENT OF ANY FLOOR FINISHES.
TYPICAL DETAIL
SLAB -ON -GRADE SEALANT JOINTS
S003 FULL SCALE
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NOTE:
VERTICAL WALL JOINTS ARE OPTIONAL, U.N.O. IF THE CONTRACTOR CHOOSES TO USE VERTICAL LL
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NO. I DATE I BY
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3. WHERE DETAILS SHOWN ON OTHER SHEETS NOTE REINFORCING
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POSITION OF LINTEL OVER
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- - C.J. I -
I
TYP. 1
INDICATES FLOOR I I S202
DRAINS - SLOPE SLABS F.D. I F.D.
AS REQUIRE - SEE CIVIL HAIRPIN
— — — DWGS. i REINFORCING,
T — — — — I TYP., SEE 5/S202
I II I I II
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M N N N M N
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1 2 3 4
FOUNDATION PLAN _
1/8" = 1' -0" o
Dwg.# 120191.0- S2001.dwg
az
PLAN NOTES:
MAINTENANCE SHOP FOOTING SCHEDULE
MARK
SIZE
REINF. - E. W.
TOP & BOT., U.O.N.
REMARKS
LxWxD
F5
5' -0” x 5' -0" x 1'4"
645
L2
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6' -0" x 6-0" x 1'4"
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MAINTENANCE SHOP LINTEL SCHEDULE
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TYPE
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REMARKS
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LINTEL NOTES:
1. MECHANICAL/ ELECTRICAL I PLUMBING CONTRACTORS SHALL IDENTIFY ALL MECH. OPENINGS IN
LOAD BEARING WALLS AND SUPPLY GENERAL CONTRACTOR SIZE AND LOCATION OF OPENINGS PRIOR /2" PLYWOOD
TO CONSTRUCTION OF WALLS. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL LINTELS. CONTACT
STRUCTURAL ENGINEER FOR CLARIFICATION OF LINTEL TYPE IF REQUIRED, 3 2x's W12 Y"
2. INSTALL 2 - 2x6 JACK STUDS AND 1- 2x6 ADJACENT FULL HEIGHT STUD EACH END OF LINTEL, TYPICAL. PLYWOOD SHIMS �/
3. REFER TO ARCH. DWGS. FOR SIZE AND LOCATION OF ATTIC ACCESS PANEL AND SMOKE WALL. T I P E
LINTEL SCHEDULE, TYPES & NOTES
11/2" = 1' -0"
Dwg.# 120191.0- S156023.dwg
2 ROWS 16d
NAILS @ 12" OIC
STAGGER ROWS
@ 6" O/C
METAL BUILDING - BY OTHERS
STUD BRIDGING AT 1/3 POINTS OF
WALL. INSTALL PER
MANUFACTURERS
RECOMMENDATIONS. _
1/2" PLYWOOD
SHEATHING.
METAL RUNNER WITH 5/8 "' USG'
TYPE S -12 LOW- PROFILE HEAD
SCREW (OR EQUIVALENT) IN
EACH FLANGE OF STUD
TURN DOWN SLAB - SEE OTHER
DETAILS.
o-
3
4
EQUIPMENT STORAGE PLAN _
1/8" = V -0" o
Dwg.# 120191.0- S2002.dwg
PLAN NOTES:
PLAN DIMENSION
( FACE OF CMU, EDGE OF SLAB &
FACE OF SHEATHING ON STUD)
1l2"
—3Y2„
31/2" METAL STUDS - SEE
tT
GENERAL NOTES
I
1/2 "0 THREADED ROD WITH WASHER
AND NUT @ 48" C/C TYP., U.O.N. SET IN
EPDXY ADHESIVE, 6" EMBED - SEE
GENERAL NOTES
W.W.F. SEE PLAN NOTES
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FILL ALL BLOCK CELLS A 2' -0" 6"
BELOW FIN. FLOOR WITH a : '.. 0„
SEE PLAN FOR TOP GROUT ° °' #4@32 " C/C (FIELD BENT)
OF FTG. EL.
JOINT REINF. @ 8" C/C a # 3 BARS @ 6-0" C /C, MAX. TO
4.
MAINTAIN CONT. BAR SPACING
1 - #4 CONT.
CAST FOOTING INTEGRAL 11 11 3 - # 5, CONT.
WITH COLUMN FOOTINGS 111 # 4 DOWELS @ 32" C/C
GHQ` 8" III F IIII CENTERED
EQ. NOM. EQ. (CENTERED)
2'-0"
KT FOUNDATION SECTION
�013/4" = 1' -0"
Dwg.# 120191.0- S156099.dwg
METAL BUILDING
- BY OTHERS
I
I
I
EXTEND PLYWOOD
SHEATHING TO TOP
OF TRUSSES.
CONT. LIGHT GAUGE TRACK
"1200T162 -54" - SEE GEN. NOTES
LIGHT GAUGE RAFTERS - SEE
PLAN - SEE GEN. NOTES.
SEE ARCH. DWGS. FOR ROOFING
ITEMS.
5/8" PLYWOOD ROOF SHEATHING.
SEE ARCH.
-- ------ - - - - -- — —
I
TIE DOWN ANCHORS EQ. TO
"SIMPSON H2.5" TYP. EA. RAFTER
DOUBLE 2x TOP PLATE WITH
SLOPED TOP TO MATCH ROOF
O SLOPE
31/2" METAL STUDS - SEE 1/S201
2 ROOF SECTION
5201 3/4" = 1' -0"
Dwg.# 120191.0- 8156100.dwg
3 ROOF SECTION
�013/4" =1' -0"
Dwg.# 120191.0- 5156121.dwg
CONT. LIGHT GAUGE TRACK
"12OOT162 -54"
LIGHT GAUGE RAFTERS - SEE
PLAN
SEE ARCH. DWGS. FOR ROOFING
ITEMS.
5/8" PLYWOOD ROOF SHEATHING.
WEB STIFFENERS, TYP. EA.
RAFTER.
TIE DOWN ANCHORS EQ. TO
"SIMPSON H2.5" TYP. EA. RAFTER
DOUBLE 2x TOP PLATE WITH
SLOPED TOP TO MATCH ROOF
SLOPE
31/2" METAL STUDS - SEE 1/S201
CONT. LIGHT GAUGE TRACK
"12OOT162 -54"
SEE ARCH. DWGS. FOR ROOFING
ITEMS.
LIGHT GAUGE OUTRIGGERS @
2' -0" 0/C
LIGHT GAUGE RAFTERS - SEE
PLAN
5/8" PLYWOOD ROOF SHEATHING.
4 ROOF SECTION
S201 3/4" = 1' -0"
Dwg.# 120191.0- 5156122.dwg
3 STIFFENERS, TYP. EA.
TER.
DOWN ANCHORS EQ. TO
IPSON H2.5" TYP. EA. OUTRIGGER
IBLE 2x TOP PLATE
?" METAL STUDS - SEE 1/S201
PLYWOOD SHEATHING
REVISION DESCRIPTION
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TYPICAL SLAB
1 EDGE DETAIL
5202 3/4" = 1' -0"
Dwg.# 120191.0- S156016.dwg
1/4" WIDE SAWCUT JOINT ( +1/16"
AND -0 ") LOCATE JOINTS A
MAXIMUM OF 16' -0" APART IN
EACH DIRECTION - SEE NOTE A.
SAWCUT JOINT SHALL
BE 1/4 THE DEPTH OF
SLAB ± 1116"
THICKNESS OF CONCRETE
SLAB ON GRADE. SEE GEN.
NOTES
2 SECTION AT PIER
5202 3/4" = 1' -0"
Dwg.# 120191.0- S156017.dwg
3/4" FOAM PAD -
EACH SIDE OF BAR
NOTE:
FORM KFVwav I iSwr wnnn
FORM
DO NO
FOAM PP
OF JOINT
COAT FA
CURING 1
TO PREV
CONSTRUCTION JOINT
PLAN
3/4" SQUARE BAR x
16" @ 12" C/C
1/4" WIDE (+ 1/16" AND - 0 ") x 1"
DEEP CENTERED OVER C.J. SEE
NOTE A.
CUT REINF. CLEAR
OF C.J. TYP.
3/4" SQUARE BAR x 16" @
12" C/C
6 TYPICAL SLAB JOINT DETAILS
5202 3/4" =1' -0"
Dwg.# 120191.0- S156020.dwg
C.L. - COLUMN, BASE PLATE & FOOTING, EACH
WAY PLYWOOD SHEATHING.
6" INTERIOR BEARING WALL, SEE
ARCH. DWGS. FOR FINISHES. —
COLUMN BASE PLATE AND
COL., PIER, & FTG.
p
TOOLED EDGE
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EACH SIDE OF BAR
NOTE:
FORM KFVwav I iSwr wnnn
FORM
DO NO
FOAM PP
OF JOINT
COAT FA
CURING 1
TO PREV
CONSTRUCTION JOINT
PLAN
3/4" SQUARE BAR x
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DEEP CENTERED OVER C.J. SEE
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CUT REINF. CLEAR
OF C.J. TYP.
3/4" SQUARE BAR x 16" @
12" C/C
6 TYPICAL SLAB JOINT DETAILS
5202 3/4" =1' -0"
Dwg.# 120191.0- S156020.dwg
C.L. - COLUMN, BASE PLATE & FOOTING, EACH
WAY PLYWOOD SHEATHING.
6" INTERIOR BEARING WALL, SEE
ARCH. DWGS. FOR FINISHES. —
INTERIOR COLUMN
s FOUNDATION DETAIL
� �O23/4" =1' -0"
Dwg.# 120191.0- S156024.dwg
3/4" SUBFLOOR
TJI FLOOR JOIST - SEE
PLAN
SEE ARCH. DWGS. FOR ALL
OTHER ITEMS.
12 SECTION
5202 3/4" =1' -0"
Dwg.# 120191.0- S156028.dwg
2x6 TOP PLATE vi
ou
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PLYWOOD SHEATHING oo
CONT. 2x12 - FASTEN TO EA. STUD
WITH 2 - #12 WOOD SCREWS.
WALL SEE ARCH. DWGS.
P.T. 2 x 6 BASE PLATE
# 3 @ 5' -0" dc, MAX. TO MAINTAIN
CONT. BAR SPACING
W.W.F - SEE GEN. NOTES
EXTERIOR S.O.G. WALK OVERHEAD DOORS AND
BY OTHERS TRACK BY OTHERS
CONT. L -1" x 1" x %6" w/ %" DIA. x
z 0' -3" HEADED STUDS @ 16" 0/C
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3 EDGE DETAIL
5202 3/4" = 1' -0"
Dwg.# 120191.0- S156018.dwg
CONTROL & CONSTRUCTION JOINT NOTES:
1. SAWCUT JOINTS AT CONTROL JOINTS SHALL BE MADE AS SOON AS THE CONCRETE HAS HARDENED
SUFFICIENTLY TO PREVENT RAVELING OUT OF THE AGGREGATE AND DAMAGE TO THE EDGES, BUT NO
LATER THAN 12 HOURS AFTER THE FINISHING OF THE SLAB SURFACE HAS BEEN COMPLETED.
2. SAWCUT JOINTS SHALL BE MADE AT ALL CONSTRUCTION JOINTS. JOINTS MAY BE SAWCUT WHEN
CONTROL JOINTS ARE SAWCUT OR AT ANY TIME PRIOR TO THE TIME THAT SEALANTS ARE TO BE INSTALLED
IN THE CONSTRUCTION JOINT.
3. IMMEDIATELY AFTER SAWCUTTING, CLEAN THE JOINT AND SLAB SURFACE WITH A HIGH PRESSURE
WATER BLASTER (1000 PSI MIN. ). WATER BLASTING SHALL REMOVE ALL LAITANCE AND OTHER
CONTAMINATES FROM THE JOINT AND SLAB SURFACE.
4. CONTINUE CURING THE SLAB SURFACES AND JOINT AS SPECIFIED.
5. NEAR THE COMPLETION OF THE PROJECT, ( BUT AS A MINIMUM, 60 DAYS AFTER THE JOINTS ARE
SAWCUT). RECLEAN ALL JOINTS WITH A WATER BLASTER AND BLOW CLEAN WITH COMPRESSED AIR.
6. IMMEDIATELY AFTER BLOWING SURFACE DRY, PRIME THE SURFACES TO RECEIVE THE SEALANT, PLACE
SEALANT FULL DEPTH OF JOINT.
7. SEALANT FOR JOINTS SHALL BE 2 -PART SELF LEVELING SEMI -RIGID EPDXY TYPE. SEALANT SHALL BE
LEVEL WITHIN 1/32" BELOW THE SURFACE. REMOVE ANY EXCESS SEALANT THAT IS ABOVE THE FINISH
FLOOR SURFACE ON EITHER SIDE OF THE JOINT. MAINTAIN A UNIFORM THICKNESS OF SEALANT THE FULL
LENGTH OF ALL JOINTS.
5/8"0 EPDXY ANCHORS @ 24 "c/c -
EMBED 4 ", MINIMUM
3 - # 5, CONT.
9" 9" 4" TYP.
INTERIOR BEARING WALL
9 FOUNDATION DETAIL
5202 3/4" =1' -0"
Dwg.# 120191.0- S156025.dwg
SIMPSON "LUS2.37/14 "
HANGER TYP. EA. JOIST.
BEAM SEE PLAN
(2) SIMPSON "LPC6Z"
POST CAPS, ONE EA.
SIDE, TYP.
6X6 WOOD POST —
METAL BUILDING BY
OTHERS.
2x BLOCKING BETWEEN EA. JOIST.
3/4" SUBFLOOR 3/4" SUBFLOOR
3/4" PLYWOOD -
TJI FLOOR JOIST -SEE WEB STIFFENER
PLAN TJI FLOOR JOIST -SEE
PLAN
M ..
WEB STIFFENER
SEE ARCH. DWGS. FOR ALL
3 %114 OTHER ITEMS.
NT PLATE SIMPSON H2.5 TIES EVERY
METAL BUILDING BY GUSSET OTHER JOIST
OTHERS.
2 X 6 @ 16" C/C BEARING WALL
13 SECTION
5202 3/4" =1' -0"
Dwg.# 120191.0- 5156029.dwg
14 SECTION
5202 3/4" =1' -0"
Dwg.# 120191.0- 5156101.dwg
2" CLR. TO TIES
"�- COL., PIER, & FTG.
4 SECTION
�O23/4" = V -0"
Dwg.# 120191.0- S156019.dwg
CUT TOP & BOT. BARS 1 Y2" CL. OF
JOINT, TYP. @ EACH JOINT
LOCATION
FOAM PAD THIS SIDE
OF JOINT ONLY
COAT FACE WITH
CURING COMPOUND TO
PREVENT BOND
i
3/4" SUBFLOOR
TJI FLOOR JOIST - SEE
PLAN
1 o SECTION
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POINTS OF SLAB EDGE DEPTH
ADD 1 - # 3 TOP BAR EACH SIDE
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SLAB JOINT LOCATION - SAWCUT OR
0
TYPE 1 TYPE 2
K5 TYPICAL HAIRPIN DETAILS
�121/4" = 1' 0"
Dwg.# 120191.0- 5156015.dwg
3/4" FOAM PAD -
EACH SIDE OF BAR
PLAN @ DOWEL BAR
DNSTRUCTION JOINT - SEE PLAN
TYPICAL SLAB EDGE ELEVATION
tl 7 AT SLAB JOINT
5202 3/4" =1' -0"
Dwg.# 120191.0- S156021.dwg
2x BLOCKING BETWEEN EA. JOIST.
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3/4" PLYWOOD -
WEB STIFFENER TJI FLOOR JOIST - SEE
F PLAN
SEE ARCH. DWGS. FOR ALL L SEE ARCH. DWGS. FOR ALL
OTHER ITEMS. OTHER ITEMS.
SIMPSON H2.5 TIES EVERY
OTHER JOIST
2 X 6 @ 16" C/C BEARING WALL
11 SECTION
� �O23/4" =1' -0"
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3/4" SQUARE BAR x
16"
REVISION DESCRIPTION
COLUMN BASE PLATE AND
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SEE ARCH. DWGS. FOR ALL
OTHER ITEMS.
12 SECTION
5202 3/4" =1' -0"
Dwg.# 120191.0- S156028.dwg
2x6 TOP PLATE vi
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o°
PLYWOOD SHEATHING oo
CONT. 2x12 - FASTEN TO EA. STUD
WITH 2 - #12 WOOD SCREWS.
WALL SEE ARCH. DWGS.
P.T. 2 x 6 BASE PLATE
# 3 @ 5' -0" dc, MAX. TO MAINTAIN
CONT. BAR SPACING
W.W.F - SEE GEN. NOTES
EXTERIOR S.O.G. WALK OVERHEAD DOORS AND
BY OTHERS TRACK BY OTHERS
CONT. L -1" x 1" x %6" w/ %" DIA. x
z 0' -3" HEADED STUDS @ 16" 0/C
J l}L M
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TYPICAL SLAB
3 EDGE DETAIL
5202 3/4" = 1' -0"
Dwg.# 120191.0- S156018.dwg
CONTROL & CONSTRUCTION JOINT NOTES:
1. SAWCUT JOINTS AT CONTROL JOINTS SHALL BE MADE AS SOON AS THE CONCRETE HAS HARDENED
SUFFICIENTLY TO PREVENT RAVELING OUT OF THE AGGREGATE AND DAMAGE TO THE EDGES, BUT NO
LATER THAN 12 HOURS AFTER THE FINISHING OF THE SLAB SURFACE HAS BEEN COMPLETED.
2. SAWCUT JOINTS SHALL BE MADE AT ALL CONSTRUCTION JOINTS. JOINTS MAY BE SAWCUT WHEN
CONTROL JOINTS ARE SAWCUT OR AT ANY TIME PRIOR TO THE TIME THAT SEALANTS ARE TO BE INSTALLED
IN THE CONSTRUCTION JOINT.
3. IMMEDIATELY AFTER SAWCUTTING, CLEAN THE JOINT AND SLAB SURFACE WITH A HIGH PRESSURE
WATER BLASTER (1000 PSI MIN. ). WATER BLASTING SHALL REMOVE ALL LAITANCE AND OTHER
CONTAMINATES FROM THE JOINT AND SLAB SURFACE.
4. CONTINUE CURING THE SLAB SURFACES AND JOINT AS SPECIFIED.
5. NEAR THE COMPLETION OF THE PROJECT, ( BUT AS A MINIMUM, 60 DAYS AFTER THE JOINTS ARE
SAWCUT). RECLEAN ALL JOINTS WITH A WATER BLASTER AND BLOW CLEAN WITH COMPRESSED AIR.
6. IMMEDIATELY AFTER BLOWING SURFACE DRY, PRIME THE SURFACES TO RECEIVE THE SEALANT, PLACE
SEALANT FULL DEPTH OF JOINT.
7. SEALANT FOR JOINTS SHALL BE 2 -PART SELF LEVELING SEMI -RIGID EPDXY TYPE. SEALANT SHALL BE
LEVEL WITHIN 1/32" BELOW THE SURFACE. REMOVE ANY EXCESS SEALANT THAT IS ABOVE THE FINISH
FLOOR SURFACE ON EITHER SIDE OF THE JOINT. MAINTAIN A UNIFORM THICKNESS OF SEALANT THE FULL
LENGTH OF ALL JOINTS.
5/8"0 EPDXY ANCHORS @ 24 "c/c -
EMBED 4 ", MINIMUM
3 - # 5, CONT.
9" 9" 4" TYP.
INTERIOR BEARING WALL
9 FOUNDATION DETAIL
5202 3/4" =1' -0"
Dwg.# 120191.0- S156025.dwg
SIMPSON "LUS2.37/14 "
HANGER TYP. EA. JOIST.
BEAM SEE PLAN
(2) SIMPSON "LPC6Z"
POST CAPS, ONE EA.
SIDE, TYP.
6X6 WOOD POST —
METAL BUILDING BY
OTHERS.
2x BLOCKING BETWEEN EA. JOIST.
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14 SECTION
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530 HENDERSONVILLE ROAD
ASHEVILLE, NC 28803 -2826
Phone: [phone] Fax: [phone]
www.suttonkennerly.com
Project Number: 120191.0
File Name: 120191.0 -50304
SKA
Plotted: 11/15/201210:24AM SHEET
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CONSULTING ENGINEERS
SUTTON- KENNERLY & ASSOCIATES, INC.
GENERAL NOTES: REMARKS: 53ASHEVI =ONCV28 of 2826
1. SEE TYPICAL DETAILS: NONE. Phone: [phone] Po: (828) 274 -4488
www.suttonkennerl .com
120191.0 -S- Sched- ConcrBeam.xls 2. THE LEFT AND RIGHT ENDS OF SLAB SPAN ARE RELATIVE TO THE File N eumber. 120191.0 S10402
GENERAL NOTES: REMARKS: ORIENTATION OF THE MARK ON THE FRAMING PLAN. Plotted: 11/15/201210.25 AM SHEET
1. SEE TYPICAL DETAIL 7/S002. NONE.
3. TOP REINFORCING FOR ADJACENT BEAMS IS COMMON TO BOTH BEAMS; DO NOT DOUBLE REINFORCING. IF THE BARS SCHEDULED FOR BOTH BEAMS IS NOT THE
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NO. DATE BY REVISION DESCRIPTION S402
CONCRETE BEAM SCHEDULE
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MARK WIDTH DEPTH B0T TOP @LEFT TOP @MIDDLE SUPPORT TOP @RIGHT [SIZE (TYPE) SPACING EACH
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1. MINIMUM MASONRY LINTEL BEARING = 2' -0"
LINTEL S 2. MINIMUM STEEL LINTEL BEARING= 8 ", U.O.N.
3. FILL CELLS OF BLOCK UNDER LINTEL BEARING w/
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MASONRY 4. SEE SHEET S004 FOR ADDITIONAL REINFORCEMENT
MARK TYPE SIZE BARS STEEL REMARKS °o AT MASONRY OPENINGS DUE TO SEISMIC LOADS.
5. MECHANICAL / ELECTRICAL / PLUMBING CONTRACTORS
L1 1 8" x 8" 2 - #4 BOTTOM SHALL IDENTIFY ALL MECH. OPENINGS IN LOAD BEARING
1l2" CLR. WALLS AND SUPPLY GENERAL CONTRACTOR SIZE AND
TYR LOCATION OF OPENINGS PRIOR TO CONSTRUCTION OF WALLS.
TYPE 1 GENERAL CONTRACTOR SHALL FURNISH AND INSTALL
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"L1" LINTEL. CONTACT STRUCTURAL ENGINEER FOR
CLARIFICATION OF LINTEL TYPE IF REQUIRED.
LINTEL SCHEDULE, TYPES & NOTES
3/4" =1' -0"
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PREFABRICATED ROOF TRUSS -
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ROOFING SYSTEM - BY
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PLYWOOD SHEATHING -SEE
GEN. NOTES
CONT. P.T. 2x8 WOOD
PLATE
CONT. 2x SUB -FACIA
FINISH - BY OTHERS
SEE S004 FOR
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SEE ARCH.
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5 SECTION
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LINTEL NOTES:
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5. MECHANICAL / ELECTRICAL / PLUMBING CONTRACTORS
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TYR LOCATION OF OPENINGS PRIOR TO CONSTRUCTION OF WALLS.
TYPE 1 GENERAL CONTRACTOR SHALL FURNISH AND INSTALL
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S702

FLUMBING
LEGEND
Cold Water Piping Below Grade
- -
Cold Water ( )
- - - -
Tempered of Water ( )
---- - - - - --
Senitary Waste Piping
Trim model #
Vent Piping
—
Cold water
Hot water
Vent Tr Roof ( )
—/Z-
Floor Drain (FD)
TF
Floor Cleanout ( )
equal)
Grade Cleanout ( )
State Industries
Wall Cleanout ( C )
Pipe Drop
Shower, ADA
Pipe Rise
Water closet, floor
Ball Valve
Check Valve
Dual elements non
Gate Valve
1-1/2"
Globe Valve
1/2"
Hose Bibb ( )
accessible.
Wall Hydrant ( )
mounted, tank type,
z
w
J
IL
0
0
Cl)
C14
0
cv
Magro W •
AN Ak
W
FLUMBING
FIXTURE
SCHEDULE
TAG
Fixture
Fixture manufacturer (or
Fixture model #
Trim manufacturer (or
Trim model #
Sanitary
Vent
Cold water
Hot water
Heat Cap. (k W0
Lf
CQ
equal)
Min. Eff.
V/ph
equal)
E -1
State Industries
PCE -50
50
Shower, ADA
Best Bath
Water closet, floor
/
/
Dual elements non
1-1/2"
1-1/2"
1/2"
1/2"
—
accessible.
0
mounted, tank type,
LL
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r
C- i
T
simultaneous
EWH-2
State Industries
PCE -50
W
W
cn
50
Sink. Single
1
pressure assisted,
American Standard
2467.16
460/3
/
/
"
112 "
N/
Elkay
siphonjet, ADA
Delta
.9
100- ST
simultaneous
1 -1 /"
1 -1/2"
1/"
1/"
6
accessible.
1.5
accessible, 1.6 GPF
.9
115/1
Single element
Sink. Double
P6
compartment. ADA
2
Lavatory. all mounted.
American Standard
0356.041
100 -DST
Delta
1 -1/2"
523L -
1 -1/2 "'
1 -1/2"
1/2"
1/2'"
accessible.
Electric water cooler,
Magro W •
AN Ak
W
Urinal. Wall hung flush
American Standard
6561.017
Sloan
Su""HEDULE
186 -1.0
cL
.
TAG
Manufacturer
3/4"
-
-
valve. ADA accessible.
Heat Cap. (k W0
Lf
CQ
Recovery
Min. Eff.
V/ph
Remarks
E -1
State Industries
PCE -50
50
Shower, ADA
Best Bath
LS338 5
/
/
Dual elements non
1-1/2"
1-1/2"
1/2"
1/2"
—
accessible.
0
LU
it
LL
.9
r
C- i
T
simultaneous
EWH-2
State Industries
PCE -50
W
W
cn
50
Sink. Single
4.5
ui
460/3
Dual elements non
P5
compartment. ADA
Elkay
Lustertone LRAD2219
Delta
.9
100- ST
simultaneous
1 -1 /"
1 -1/2"
1/"
1/"
6
accessible.
1.5
.9
115/1
Single element
Sink. Double
P6
compartment. ADA
Elkay
Lustertone LRAD3321
Delta
100 -DST
1 -1/2"
1 -1/2"
1/2"
1/2"
accessible.
Electric water cooler,
P7
Bi-level. ADA
Oasis
PBCS
/A
/
1 -112"
1 -1/"
1/ "
N/
accessible.
P8
Ice maker valve box.
Oatey
384.78
/
/
/
/
1/2 "
N/A
P9
Service Sink
American Standard
7692
American Standard
8345.115
3"
1/"
1/"
Magro W •
AN Ak
W
ELELC"'TRIC""
WATER
HEATER
Su""HEDULE
i
cL
.
TAG
Manufacturer
Model #
LLJi
Storage (gal)
W
Heat Cap. (k W0
Lf
CQ
Recovery
Min. Eff.
V/ph
Remarks
E -1
State Industries
PCE -50
50
O�
t'
4.5
208/1
Dual elements non
o
LL
0
LU
it
LL
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r
C- i
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simultaneous
EWH-2
State Industries
PCE -50
W
W
cn
50
3
4.5
ui
460/3
Dual elements non
.9
simultaneous
H -3
State Industries
PCE -6
6
1.5
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115/1
Single element
Magro W •
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SHOP/ STORAGE
OFFICE
Ez-
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P2 WOMEN'S INSTALL TRIP LEVER ON WIDE SIDE OF ROOM.
100 2 TYPE K COPPER, OR PEX BELOW SLAB TO TRAP.
TIP INSTALL WITH NO JOINTS BELOW SLAB. (TYP.)
--
007MUmm
F31 WATER HEATER INSTALL BELOW COUNTER IN CABINET.
INSTALLWATER MAINS ABOVE DECK OF LOFT. DROP BRANCH
RUNS IN TO JOIST SPACE AND RUN TO FIXTURES. (TYPICAL)
PROVIDE WATER HEATER LOCATED ON MEZZANINE WITH A
DRAIN PAN. PIPE PAN DRAIN ■ TO 3" HUB DRAIN LOCATED
NEXT TO P9.
11 0 2' 41 61 81 10,
I I I I
SCALE: 0"
REVISION DESCRIPTION
I
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P2 WOMEN'S INSTALL TRIP LEVER ON WIDE SIDE OF ROOM.
100 2 TYPE K COPPER, OR PEX BELOW SLAB TO TRAP.
TIP INSTALL WITH NO JOINTS BELOW SLAB. (TYP.)
--
007MUmm
F31 WATER HEATER INSTALL BELOW COUNTER IN CABINET.
INSTALLWATER MAINS ABOVE DECK OF LOFT. DROP BRANCH
RUNS IN TO JOIST SPACE AND RUN TO FIXTURES. (TYPICAL)
PROVIDE WATER HEATER LOCATED ON MEZZANINE WITH A
DRAIN PAN. PIPE PAN DRAIN ■ TO 3" HUB DRAIN LOCATED
NEXT TO P9.
11 0 2' 41 61 81 10,
I I I I
SCALE: 0"
REVISION DESCRIPTION
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li
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;Lei 9
0 M M I MW
Supply Diffuser (Type X, YYY CFM) H Xyyy
r ----- 71
8 1/8
Return Grille (Type X) ZI X
Rectangular Duct X" Wide, Y" Deep
I - I
X/y
(inside Clear Dimension)
to
Round duct V Diameter
0
(inside Clear Dimension)
AC-2
Duct Transition: Rectangular
/yy
To Rectangular
AC-6
WALL-MOUNTED
LOUVER SCHEDULE
AIR CONDITIONING UNIT SCHEDULE
to
tag
AC-1
L2
AC-2
AC-3
AC-4
AC-5
AC-6
type
EXHAUST
Wall- Mtd
INTAKE
Wall-Mtd
Wall-Mtd
Wall- Mtd
Wall- Mtd
Wall-Mtd
EF7
location
Maint. Bldg.
Oxidation Ditch
Oxidation Ditch
Influent Pump
RAS Pump
Sludge Thickener
location
RUSKIN
Elec. Rm.
RUSKIN
Bldg #1
Bldg #2
Station Bldg
Station Bldg
Bldg
basis of design mfg
EME745
Ba rd
400
Bard
Bard
Bard
Bard
and
basis of design model
1 x 8h
W24AI-C
42 x24
W30A1-C
W30A1-C
W24A1-C
W24A1-C
W30A1-C
supply air cfm
9.7
800
700
1,000
1,000
800
800
1,000
supply air esp
1 0.05
oil
1 0.09
Oil
oil
oil
Oil
oil
supply fan hip
1/4
1/6
2
1/3
1/3
1/6
1/6
1/3
cooling cap. (mbh)
24.0
29.6
29.6
24.0
24.0
29.6
eer
winter exhaust air entering db*f/rh
9
70/35%
9
9
9
9
9
refrigerant
74.8%
R410a
R410a
R410a
R410a
R410a
R410a
refrigerant circuits
1
mca
1
1
1
1
1
electric heat (kw)
15
6
15
9
9
6
6
9
electric volts/phase
460/3
460/3
460/
460/3
460/3
460/3
mica
notes
12
1, 2,3
17
17
12
12
17
mocp
3. maintain required clearances per manufacturer's recommendations for maintenance.
15
20
20
15
15
20
notes
1 1,2
1
1,2
1 1,2
1,2
1,2
1,2
1. provide unit mounted
disconnect switch and single point power connection.
2. maintain required clearances per manufacturer's recommendations for maintenance.
0"*'U_I`_SIDE
LOUVER SCHEDULE
AH1
to
tag
Ll
L2
L3
L4
L5
type
I NTAKE
INTAKE
EXHAUST
INTAKE
INTAKE
service
ERVI
AH1
ERV2
ERV2
EF7
location
ADMIN BLDG
MAINT BLDG
MAI NT BLDG
MAIT BLDG
SLUDGE BLDG
basis of design
RUSKIN
RUSKIN
RUSKIN
RUSKIN
RUSKIN
model
EME745
EME745
ELF375
EME745
EME745
air flow (cfm)
400
100
2,100
2,100
6,800
size (inches)
18wxl8h
1 x 8h
30 x24
42 x24
72 x42
minimum free area (square feet)
0.85
0.85
2.1
3.0
9.7
max velocity thru free area (fpm)
700
1 700
1 1,000
1 700
1 700 1
max pressure drop (inches W.C.)
0.05
1 0.05
1 0.09
1 0.09
1 0.12
0"*'U_I`_SIDE
ER`V'SCHEDULE
AH1
to
AH11
ERV1
2012 NC Mech Code
ERV2
type
SIF
ENTHALPY WHEEL
People
ENTHALPY WHEEL
location
CFM
AD MIN BLDG
102 Break Rom
MAI NT BLDG
basis of design
4
GE HECK
5
GREENHECK
model
103 Office
II 450
e.s.p. (inches H20)
ERH-20H-30
supply air cfm
5
400
25
2,100
supply air esp (inches w.c.)
R410a
0.40
0.06
0.5
fan rpm
25
1485
heat stages
1,749
brake hp
single point volts/ as
NA
208-230/1
1.73
motor hp
TOTAL OA REQUIRED PER NC:
1/4
1, ,,4
2
exhaust air cfm
360
1. Diversified on the basis of application of the 3 hour-duration peak occupancy provisions of ASH RAE 62.
2,100
exhaust air esp
1. Provide with single point power connection
0.40
2. Provide service access in accordance with Code and manufacturer's
0.5
fan rpm
3. Route condensate and refrigerant as
1,399
inches wider than unit on all sides.
1,736
brake hp
3. Provide unit mounted disconnect switch.
NA
all sides.
1.67
motor hp
1/4
2
summer outside air entering db/w b 1
93/78
93/78
summer exhaust air entering db*f/rh
75/50%
75/50%
winter outside air entering db*f
16
16
winter exhaust air entering db*f/rh
70/35%
70/35%
heating effectiveness
60.201
74.8%
cooling effectiveness
60.20%
74.8%
electric volts/phase
115/1
460/3
mca
13.80
8.4
mocp
15
15
electric heat (kw)
0
20 (with SCR Control)
fla
na
25
weight (pounds)
150
1,100
notes
1, 2,3
2,3
1. interlock ery with vry system to operate continuously during occupied periods.
2. provide unit mounted disconnect switch and single point power connection.
3. maintain required clearances per manufacturer's recommendations for maintenance.
0"*'U_I`_SIDE
AIR "U""AL"U""U'LA-ir-l'"U"'NS -
AH1
Unitary
AH11
description of unit:
2012 NC Mech Code
Provided
ROOM
SIF
See Schedules
People
CFM/SF
CFM/Person
CFM
CFM
102 Break Rom
138
If oversized, state reason.n/a
4
0.06
5
28
28
103 Office
144
e.s.p. (inches H20)
1
0.06
5
14
25
104 Office
143
R410a
1
0.06
5
14
25
105/1 estrooms
heat stages
weight
2
single point volts/ as
208-230/1
22
1, ,3,
TOTAL OA REQUIRED PER NC:
56
1, ,,4
45
TOTAL OA PROVIDED:
100
1. Diversified on the basis of application of the 3 hour-duration peak occupancy provisions of ASH RAE 62.
TOTAL CIA REQU I RED PER INIC:
TOTAL OA PROVIDED:
1. Diversified on the basis of application of the 3 hour-duration peak occupancy provisions of ASHRAE 62.
TMMr-rT7FTT7.17_=_
[X] Prescriptive
ThermalZone
Winter Dry Bulb:
Summer Dry Bulb:
Winter Dry Bulb:
Summer Dry Bulb:
Relative Humidity:
[ ] Energy Cost Budget
4
160F
85OF
vs
680F
750F
50%
: . a a - � I , R.T.r. M U&M 11111
Building Cooling Load: 172 mbh
Mechanical Spacing Conditioning
System
Unitary
AH11
description of unit:
heat pumps, VRV's, Unit Heaters
heating efficiency:
See Schedules
cooling efficiency:
See Schedules
heat output of unit:
See Schedules
cooling output of unit:
See Schedules
Boiler
horizontal
total boiler output.
If oversized, state reason.n/a
Chiller
heating capacity (mbh)
total chiller capacity. If oversized, state reason. n/a
List equipment efficiencies:
See Schedules
Equipment schedules with motors (mechanical systems)
motor horsepower: -
number of phases: -
minimum efficiency: -
motor type:
# of poles:
Al R HAN DLI NG
UN IT SCH EDULE
to
basis of design
AH11
area served
model
Maintenace Offices
basis of design
serves
Lennox
model
airflow (cfm)
CBX32MO18
type
thraot size
horizontal
cooling capacity (mbh)
throat velocity (fpm)
19.0
heating capacity (mbh)
total pressure drop (inches H20)
18.4
a irflow (cfm)
notes
600
e.s.p. (inches H20)
1. Provide 14" roof curb.
1
indoor fan hp
1/3
refrigerant
18.4
R410a
circuits
18.4
I
auxiliary heat (kw)
-
9
heat stages
weight
2
single point volts/ as
208-230/1
mca
1, ,3,
42
mcop
1, ,,4
45
weight (Ibs)
140
notes
1, 2,3
1. Provide with single point power connection
and disconnect switch.
2. Provide service access in accordance with Code and manufacturer's
recommendations.
3. Route condensate and refrigerant as
indicated on plans.
HEA-ir"PUMP
SCHEDULE
tag
basis of design
HPI
serves
model
AH1
basis of design
serves
LENNOX
model
airflow (cfm)
14HPX-018-230
ahri reference
thraot size
4680383
nominal tons
throat velocity (fpm)
1.50
cooling capacity (mbh)
total pressure drop (inches H20)
19
SEER
notes
15.20
EER
1. Provide 14" roof curb.
13.20
heating capacity high (mbh)
18
C op
18.4
3.74
heating capacity low (mbh)
18.4
11
cop
-
2.44
hspf
weight
8.50
number of compressors
1
refrigerant
1, ,3,
R410a
volts/phase
1, ,,4
208-230/1
mca
12.3
mocp
20
weight
180
notes
1,2,3,4
1. Set on 4 inch thick concrete pad, 6
inches wider than unit on all sides.
2. Size refrigerant lines per manufacture's recommendations. Provide oil
trap in rise per manufaturer's recommendations.
3. Provide unit mounted disconnect switch.
4. Install unit with manufacture's minimum recommended clearances on
all sides.
MECHANICAL NOTES
A
GRAVITY ROOF VENTILATOR
SCHEDULE
tag
SU'""HEDULE
RV
basis of design
UH-1
Greenheck
model
UH-3
GRSR 10
serves
INDEECO
ERV1 exhaust
airflow (cfm)
model
360
thraot size
240-U315OU
10 inch diameter
throat velocity (fpm)
1,500
631
total pressure drop (inches H20)
heat capacity (kW)
0.05
notes
1,2,3,4
1. Provide 14" roof curb.
460-60-3
2. Provide backdraft damper in curb.
3. Provide ventilator with 1/2" mesh birdscreen.
me a
UNIT HEATER
SU'""HEDULE
to
UH-1
UH-2
UH-3
manufacturer
INDEECO
INDEECO
INDEECO
model
240-U315OU
240-U315OU
240-U315OU
air flow (cfm)
1,500
1,500
1,500
heat capacity (kW)
15
15
15
voltage
460-60-3
460-60-3
460-60-3
me a
18.4
18.4
18.4
mocp
-
-
W
Z
9
-
weight
30 I
30 lbs
30 lbs
applicable notes
1, ,3,
1,2,3,4
1, ,,4
1. Provide thermostat mounted 48" AFF
2. Coordinate mounting height with G.C. Support from structure per manufacturers
recommendation. Coordinate with other trades.
3. Provide vibration isolation supports.
4. Provide flue piping and termination per manufacturer's recommendation.
zmwwas��
(1)
cv
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10i
DISTRIBUTION SCHEDULE
RH1
RI-12
T
RI-14
manufacturer (or equal)
QMARK
2012 NC
Mech Code
QMARK
Provided
ROOM
CP251
SIF
CP251
People
CFM/SF
CFM/Person
250
CFM
250
CFM
101 Lobby, 112 Corridor
1280
324
1280
4
0.06
5
120-1-60
39
120-1-
40
104 Office
-
150
tag
1
0.06
S3
5
S5
14
20 lb
20
105 Office
EXI
181
E2
1
0.06
5
Price
16
Price
20
106 Corridor
Price
135
Price
2
0.06
5
18
CL <> co CL 8
co
20
107 Office
SP ID
200
540
1
0.06
5
530
17
20
108 Storage
288
type
0
0.12
Spiral Duct Supply
5
Sidewall Supply
35
40
109 Administrator
Ceiling Exhaust
175
1
0.06
neck size
5
8" diam
16
2 "8"
20
110 Break Room
262
28"x14"
14
0.06
10,,X18"
5
86
face size
100
116 Conference
20N811
350
29-3/4"0-3/4"
20
0.06
21-3AN13-3/4"
5
15-3/4"0-3/4"
121
120
TOTAL OA REQUIRED PER NC: 361
TOTAL OA PROVIDED: 400
1. Diversified on the basis of application of the 3 hour-duration peak occupancy provisions of ASH RAE 62.
AIR
DISTRIBUTION SCHEDULE
RH1
RI-12
RI-13
RI-14
manufacturer (or equal)
QMARK
QMARK
QMARK
QMARK
model
CP251
CP251
4)
CP251
watts
250
250
250
250
btu's
1280
1280
1280
1280
voltage
120-1-60
120-1-60
120-1-60
120-1-
a s
-
-
tag
S1
S2
S3
S4
S5
R1
20 lb
R2
R3
EXI
1,2
E2
1,2
1. Provide with disconnect switch.
basis of design
Price
Price
Price
Price
Price
Price
Price
Price
Price
Price
CL <> co CL 8
co
model
SPD
SP ID
SDGE
540
540
530
530
530
530
95
ti
300 0 0
type
Ceiling Supply
Ceiling Supply
Spiral Duct Supply
Sidewall Supply
Sidewall Supply
Ceiling Return
Sidewall Return
Sidewall Return
Ceiling Exhaust
Duct Mtd Exhaust
4a E z It
C: j LO ID
= In -0
neck size
6" diam
8" diam
1 "6"
2 "8"
2 "8"
14 "x6"
20"x12"
28"x14"
14 "x6"
10,,X18"
CIA
4)0 -
U) 0) - `-t
face size
12N12"
121
20N811
21-3/4"x9-3/4"
29-3/4"0-3/4"
15-3/4"W-3/4"
21-3AN13-3/4"
29-3AN15-3/4"
15-3/4"0-3/4"
11 -3/ x19 -3/4
CK
Ma CO < 00
airflow (cfm)
0-120
121-175
350
750-850
1150-1250
0-175
750-850
1150-1250
0-150
1050
throw
3-4-8
3-5-10
14-21-34
na
na
na
na
na
na
na
pressure drop ("wc)
0.09
0.11
0.07
OM
0.02
0.05
0.02
0.02
0.01
0.07
design NC
<15
<15
<25
<25
<25
<25
<25
<25
<25
<25
notes
1,2,3,4
1,2,3,4
1,2,3,4
1,2,3,4
1,2,3,4
1,2,3,4
1,2,3,4
1,2, ,4
1,2,3,4
1,2,3,4
LO
1. See architectural ceiling plans for exact locations and ceiling type.
C14
2. Provide with white enameled finish unless noted otherwise.
3. Provide square to round adapter as required.
4. Provide with equalizing grid and butterfly type damper.
V'RV'SCHEDULE
tag
VRVI
VRV2
VRV3
VRV4
VRV5
VV 6
VRV7
VV 8
VRV9
area served
Lobby 101
Office 104
Office 105
Corridor 106
Office 107
Storage 108
Admin 109
Break 110
Conference 116
basis of design
Daikin
Daikin
Daikin
Daikin
Daikin
Daikin
Daikin
Daikin
Daikin
model
FXZQ7M7VJU
FXZQ7M7VJU
FXZQ7M7VJU
FXZQ7M7VJU
FXZQ7M7VJU
FXHQ12MVJU
FXZQ7M7VJU
FXZQ7M7VJU
FXZQ7M7VJU
type
2'x2' cassette
2'x2' cassette
2'x2' cassette
2'x2' cassette
2'x2' cassette
ceiling mtd exposed
2'x2' cassette
2'x2' cassette
2'x2' cassette
cooling capacity (mbh)
7.50
7.50
7.50
7.50
7.50
12.00
7.50
12.00
12.00
heating capacity (mbh)
8.70
8.70
8.70
8.70
8.70
13.50
8.70
14.00
14.00
airflow (cfm)
320
320
320
320
320
410
320
410
410
outside air (cfm)
40
20
20
20
20
40
20
40
40
e.s.p. (inches H20)
0
0
0
0
0
0
0
0
0
refrigerant
R410a
R410a
R410a
R410a
R410a
R410a
R410a
R410a
R410a
circuits
1
1
1
1
1
1
1
1
1
volts/phase
208-230/1
208-230/1
208-230/1
208-230/1
208-230/1
208-230/1
208-230/1
208-230/1
208-230/1
mca
0.80
0.80
0.80
0.80
0.80
0.80
0.80
0.80
0.80
mcop
15
15
15
15
15
15
15
15
15
weight (lbs)
42
42
42
42
42
55
42
42
42
notes
1.,2.,1,4.
1.,2.,3.,4.
1.,2.,3.,4.
1.,2.,3.,4.
1.,2.,3.,4.
1.,2.,3.,4.
1.,2.,3.,4.
1.,2.,3.,4.
1. Provide with single point power connection and disconnect switch.
2. Provide service access in accordance with Code and manufacturer's recommendations.
3. Provide with condensate pump.
4. Route condensate and refrigerant as indicated on plans.
EXHAUST FAN SCHEDULE
to
EF-1
EF-2
EF-3
E F-4
EF-5
E F-6
EF-7
location
Admin-Rm 103
Admin-Rm 102
Maint-Rm 106
Maint-RiTI106
Maint-Rm 105
Maint-Rm105
Sludge-Roof
basis of design
Green heck
Green heck
Greenheck
Greenheck
Greenheck
Green heck
Green heck
model
SP-A110
5P-A110
SP-A110
SP-A90
SP-A90
SP-A110
CUBE 285
type
ceiling
ceiling
ceiling
ceiling
ceiling
ceiling
roof upblast
a I rf I ow (cfm)
70
70
70
50
50
70
6200
esp (inches H20)
0.15
0.15
0.15
0.15
0.15
0.15
0.40
d rive
direct
direct
direct
direct
direct
direct
belt
fan rpm
950
950
950
900
900
950
782
max sones
1.20
1.20
1.20
1.20
1.20
1.20
na
control
all switch
all switch
wall switch
all switch
all switch
all switch
they mostat/humidistat
volts/ phase
120/1
120/1
120/1
120/1
120/1
120/1
460/3
power
49W
49W
49W
49W
30W
30W
1.5 hp
weight
20 lbs.
20 lbs.
20 lbs.
20 lbs.
15 lbs.
15 lbs.
140 1 bs.
notes
1,2
1,2
1,2
1,2
1,2
1,2
3
1. Provide fan with factory mounted disconnect switch, speed control, vibration isolation supports, and back raft damper.
2. Fan control (with delayed off) switch provided by electrical contractor.
3. Provide fan with factory mounted disconnect switch, vibration isolation supports, roof curb and backdraft damper.
R I MID I W1, L �M= I wl� M 091 Mo I = M
to
N
RH1
RI-12
RI-13
RI-14
manufacturer (or equal)
QMARK
QMARK
QMARK
QMARK
model
CP251
CP251
CP251
CP251
watts
250
250
250
250
btu's
1280
1280
1280
1280
voltage
120-1-60
120-1-60
120-1-60
120-1-
a s
-
-
-
-
weight
0
W
W
cn EL
I
20 lb
20 lb
20 lb
20 lb
applicable notes
Z LO
cr)
0 N
0
1,2
1,2
1,2
1,2
1. Provide with disconnect switch.
2. Coordinate finish with owner. Confirm ceiling type.
M�' M
ra,014
ri`
L
U)
LU
W
Z r
06
Vj
W
III-
0
Z
a "I
N
0
W
C-i
0
Z
0
Z
W
Z
00
W
>>
W
W
Z
0
W
W
cn EL
I
0
3
Cn
W
0
0
Ii
0
(n
W
0
Z LO
cr)
0 N
0
U)
LU
W
Z r
06
Vj
W
III-
0
Z
a "I

M

W
INFLUENT PUMP
ELECTRIC BLDG
um
1 5 SITE PLAN
I
0 1 SCALE: NO SCALE
Ic
RAS ELECTRIC BLDG
MECHANICAL PLAN
GRAPHIC SCALE
it 0 21 41 61 81 10,
SCALE: 1/4"=V-0"
ADDENDUM NO. 3 DATED 12/14/2012
REVISION DESCRIPTION
momop
Al
rig
SHEET
bull
04
C)
04
0
w
m
04
0
z
m
0
-5
w
>
0
z
ow
z
w
m
>
z
w
>
z 10
0 0
04
SHEET
bull

��M11/s�11 iW����1:IMII I,i���i -i—i ■-
(
IZxwtay
PROVIDE FOAM RUBBER GSKETIG
WITH WATER PROOF CAULKING ALL 4
SIZES BETWEEN FRAME AND NAILER BIRDSCREEN
PREFAB CURB, FURNISHED
THROUGH ROOF Y VENT MANUFACTURER
P TOP AND SIDES �— ROOF
s
ROOF CAP EXHAUST FAN DETAIL
-a-M,
�, �� i ■
r
IJi�l� �.lJ \Il1F
r
DUCT PENETRATION DETAIL
!
i f f f i
RELIEF
SCALE: NTS
! ! `
EQUIPMENT HANGING DETAIL
SCALE: NTS I SCALE: NTS
.��! !
1'��I! ;• •. 1�1 #III I,�+
a�►�;cu��rrt�,l
�•��11�1ii'/1����l�tl1►
! !ll ! �► l mm
!
WALL MOUNTED EXHAUST FAN DETAIL
TERMINAL DEVICE DUCT INSULATION
EXTERIOR WALL EXHAUST DUCT 2 WRAPS OF DUCT TAPE 2 WRAPS OF DUCT TAPE
SEAL END OF INSULATION SEAL END OF INSULATION HELICAL WOUND CORE
VAPOR TIGHT VAPOR TIGHT
BIRDSCREEN RIGID DUCT INSULATION AND JACKET
SEAL WITH 2 WRAPS F DUCT TAPE J� SEAL WITH 2 WRAPS OF DUCT TAPE
CLAMP INSTALLED OVER 2 WRAPS OF DUCT TAPE ! i— C P INSTALLED OVER 2 WRAPS OF DUCT TAPE
Ir] kill Ilk n- 10atolrivi0 ta
I ir'
r !
LOUVER DETAIL
SCALE: NTS
L
!
ROUND DUCT DETAIL
SCALE: NTS
DETAILS FLEXIBLE DUCT CONNECTIONS
SCALE: NTS
y,
N
0
1,
t
04
u
SHEET
N
0
t
04
0
m
r
cv
2
_
m
Lu
2
p
v)
al
P
w
uui
p cn
SHEET
t
SHEET

F_
w
w
m
a
z
O
U)
a
Ln
N
N
0
LIGHTING MOUNTING AS NOTED
SYMBOL
DESCRIPTION
POLE STANDARD LIGHT FIXTURE UNIT - SINGLE ARM
CEILING MOUNTED FLUORESCENT FIXTURE; LETTER INSIDE OR
®
BESIDE DENOTES FIXTURE TYPE
POLE STANDARD LIGHT FIXTURE UNIT - DOUBLE ARM
CEILING MOUNTED FLUORESCENT LIGHTING FIXTURE, WIRED FOR
®
NORMAL /STANDBY POWER OPERATION; LETTER INSIDE OR
EXIT SIGN
BESIDE FIXTURE DENOTES FIXTURE TYPE
EXIT SIGN (DOUBLE FACE)
WALL MOUNTED FLUORESCENT FIXTURE
O
CEILING MOUNTED INCANDESCENT OR H.I.D. FIXTURE
HD
WALL MOUNTED INCANDESCENT OR H.I.D. FIXTURE
0-❑
48 "AFF
0-0
POLE STANDARD LIGHT FIXTURE UNIT - SINGLE ARM
0-4
SWITCH, DPDT
O-♦❑
0--0-0
�4
POLE STANDARD LIGHT FIXTURE UNIT - DOUBLE ARM
®
POLE LANTERN TYPE LIGHT FIXTURE UNIT
®
EXIT SIGN
sDV
EXIT SIGN (DOUBLE FACE)
SWITCH, DIMMER
SP
48 "AFF
EXIT SIGN WITH DIRECTIONAL ARROW
-LJ-
EMERGENCY BATTERY PACK UNIT
SWITCH, MANUAL MOTOR STARTER, RATING AND THERMAL
NEW PANELBOARD - SURFACE MOUNTED
36 "AFF
REMOTE HEAD FOR EMERGENCY BATTERY PACK UNIT
SWITCHING
48 "AFF
SYMBOL MOUNTING DESCRIPTION
S
48 "AFF
SWITCH, SINGLE POLE
S2
48 "AFF
SWITCH, DPDT
S3
48 "AFF
SWITCH, 3 -WAY
S4
48 "AFF
SWITCH, 4 -WAY
sDV
48 "AFF
SWITCH, DIMMER
SP
48 "AFF
SWITCH WITH PILOT LIGHT
SM
48 "AFF
SWITCH, MANUAL MOTOR STARTER, RATING AND THERMAL
NEW PANELBOARD - SURFACE MOUNTED
36 "AFF
OVERLOADS TO MATCH MOTOR NAME PLATE DATA
SMi
48 "AFF
SWITCH, MANUAL MOTOR STARTER WITH IVORY,
NEW PANELBOARD - FLUSH MOUNTED
D
ILLUMINATED HANDLE
SMP
48 "AFF
SWITCH, MANUAL MOTOR STARTER WITH
EXISTING PANELBOARD - SURFACE MOUNTED
FLOOR
PILOT LIGHT
S
"
48 AFF
MANUAL MOTOR STARTER SWITCH FRACTIONAL
T
FLOOR
HORSEPOWER
O
AS NOTED
PHOTOELECTRIC CONTROL
TAGGING
48 "AFF
LIGHTING CONTACTOR
R1
DESIGNATION
COMBINATION DISCONNECT SWITCH /MOTOR STARTER
MSE
LIGHTING CONTACTOR REMOTE PUSH - BUTTON
LC -1
POTENTIAL TRANSFORMER
"ON -OFF" CONTROL
DESIGNATION
REPRESENTS LIGHTING CONTACTOR BEING CONTROLLED
FDS]
AS NOTED
DOOR SWITCH
FM
AS NOTED
MOTION CONTROL
OM
CEILING
MOTION SENSOR
OS
CEILING
OCCUPATION SENSOR
INTRUSION
ALARM SYSTEM
SYMBOL MOUNTING DESCRIPTION
D❑
AS NOTED
KJ
48 "AFF
MI
AS NOTED
FDJ
AS NOTED
EXP
# 7 #
RAS
NOTED
IACP
48 "AFF
INTRUSION ALARM MAGNETIC DOOR CONTACTS
INTRUSION ALARM KEY PAD
INTRUSION ALARM MOTION DETECTOR
INTRUSION ALARM MAGNETIC DOOR CONTACTS,
EXPLOSION PROOF
INTRUSION ALARM BELL
INTRUSION ALARM CONTROL PANEL
TELECOMMUNICATION
SYMBOL MOUNTING DESCRIPTION
AD
AS NOTED
AUTO DIALER
Y #
36 "AFF
PHONE PORT (# = NUMBER OF VOICE PORTS)
�
Y #
36 "AFF
DATA PORT (# = NUMBER OF DATA PORTS)
# 7 #
36 "AFF
COMBINATION DATA /PHONE PORT
B
36 "AFF
(# = NUMBER OF DATA PORTS /VOICE PORTS)
❑ #
FLOOR
PHONE PORT- FLOOR BOX -FLUSH
DESCRIPTION
PRESS
(# = NUMBER OF DATA PORTS /VOICE PORTS)
HVAC
SYMBOL
MOUNTING
DESCRIPTION
MM
AS NOTED
MOTOR OPERATED DAMPER
�-i-�
AS NOTED
UNIT HEATER
OT
48 "AFF
THERMOSTAT; FURNISHED AND INSTALLED UNDER DIVISION
B
36 "AFF
15 WIRED UNDER DIVISION 16
PANELBOARDS
SYMBOL
MOUNTING
DESCRIPTION
PRESS
TOP BREAKER
NEW PANELBOARD - SURFACE MOUNTED
36 "AFF
6' -0 "AFF
it
s
TOP BREAKER
NEW PANELBOARD - FLUSH MOUNTED
D
6' -0 "AFF
SV
o
- --
EXISTING PANELBOARD - SURFACE MOUNTED
FLOOR
- --
EXISTING PANELBOARD - FLUSH MOUNTED
POWER
SYMBOL MOUNTING DESCRIPTION
C DUPLEX RECEPTACLE, 20A RATED
WP 2 36 "AFF
AUGER
G
FOOTNOTE DELINEATES SPECIFIC DEVICE
AC
DENOTES
MOUNTED 6" ABOVE COUNTERTOP
INDENTED CYLINDER SEPARATOR
REQUIREMENT - SEE ABBREVIATIONS
10
36 "AFF
SPECIAL PURPOSE OUTLET (SIZE INDICATED ON PLANS)
B
36 "AFF
SINGLE RECEPTACLE, 20A RATED
I
36 "AFF
DUPLEX RECEPTACLE - FLUSH -WITH GROUND FAULT CIRCUIT
PR
PRESS
INTERRUPTER
2
36 "AFF
DOUBLE DUPLEX RECEPTACLE, 20A RATED
it
18 "AFF
DUPLEX RECEPTACLE -FLUSH - SURGE - PROTECTIVE
SCREEN
D
DEVICE (SPD)
SV
FLOOR
DUPLEX RECEPTACLE- FLOOR BOX -FLUSH
DEFINITE PURPOSE CONTACTOR T
FLOOR
DUPLEX RECEPTACLE- FLOOR BOX -FLUSH -
SPD
V
SURGE- PROTECTIVE DEVICE (SPD)
®
FLOOR
COMBINATION DUPLEX RECEPTACLE (SPD) /VOICE OUTLET
SPD
PORT- (# DESIGNATES NUMBER OF VOICE PORTS) - FLOOR
FUNCTION
TAGGING
BOX -FLUSH
`®
48 "AFF
COMBINATION DISCONNECT SWITCH /MOTOR STARTER
MSE
INNER DIAMETER
PT
POTENTIAL TRANSFORMER
AUTO
DESIGNATION
ff
AS NOTED
MOTOR (HORSEPOWER INDICATED ON PLANS)
Q
AS NOTED
JUNCTION BOX
ET
INDUSTRIAL
TRANSFORMER
T -1
DESIGNATION
CM
AS NOTED
CIRCUIT MONITOR
�2
AS NOTED
VOLTAGE REGULATOR
SPD
AS NOTED
SURGE - PROTECTIVE DEVICE
f9
48 "AFF
EMERGENCY POWER SHUT -OFF SWITCH
Q
48 "AFF
LOCKABLE ON -OFF -AUTO SELECTOR SWITCH W /RED
Sc
SURGE CAPACITOR
INDICATOR LIGHT
0i
48 "AFF
DISCONNECT SWITCH
DSA
SYSTEM CONTROL CENTER
CB
CIRCUIT BREAKER
KV
DESIGNATION
J
480V
CKT
CIRCUIT
50KVA
TRANSFORMER
1
120V _SIZE
CID
CONTROL PANEL
VOLTAGES
KILOWATT
SP
SHIELDED ISOLATION TYPE TRANSFORMER
r-y-m
TYPICAL ANNOTATION
Ol DRAWING KEYNOTE
❑
1 DEMOLITION KEYNOTE
Q REVISION TAG
DREVISION CLOUD
AAA INSTRUMENTATION TAG
###
CGMDP -701 PROCESS EQUIPMENT TAG
SF HVAC EQUIPMENT TAG
HW1
4X AREA NEMA DESIGNATION TAG
PROCESS & INSTRUMENTATION LEGEND
CIRCUIT TAG DESCRIPTIONS:
PANEL � CIRCUIT NUMBER IN PANEL
SBRCP300 -15: 8 (4) #14 3/4�
CONDUIT SIZE
SIZE OF CONDUCTORS
# OF SPARE CONDUCTORS
# OF ACTIVE CONDUCTORS
ADD FOR TOTAL # OF CONDUCTORS
(EX. 8 + 4 = 12 TOTAL CONDUCTORS)
SAFETY SWITCH DESIGNATOR
240/30/3/15 D.E./1
VOLTAGE
AMPERAGE
#POLES
FUSE SIZE AND TYPE
NF -NON -FUSED
NEMA RATING
SAFETY SWITCH
NOTES:
1. INSTALL ALL FUSES SO THAT LABELS ARE RIGHT -SIDE UP AND
FACING OUTWARD.
2. INSTALL OXIDATION INHIBITING COMPOUND SUCH AS PENETROX
IN ALL FUSE CLIPS OF SAFETY SWITCHES LOCATED OUTDOORS
OR IN WET ENVIRONMENTS.
CONDUIT FEEDERS AND BRANCH CIRCUITS
SYMBOL DESCRIPTION
E E
PE PE
SE SE
T T
FO FO
=CTV- - -CTV=
---- EU - - --
---- PEU - - --
---- SEU - - --
----TU----
---- FOU - - --
---- CTVU - - --
-XX XX -
1-
E E
NE NE
F2
OVERHEAD ELECTRIC SERVICE
OVERHEAD PRIMARY ELECTRIC SERVICE
OVERHEAD SECONDARY ELECTRIC SERVICE
OVERHEAD TELEPHONE SERVICE
OVERHEAD FIBER OPTIC
OVERHEAD TELEVISION SERVICE
CONDUIT - EMBEDDED IN FLOOR OR EARTH
UNDERGROUND ELECTRIC SERVICE
UNDERGROUND PRIMARY ELECTRIC SERVICE
UNDERGROUND SECONDARY ELECTRIC SERVICE
UNDERGROUND TELEPHONE SERVICE
UNDERGROUND FIBER OPTIC
UNDERGROUND TELEVISION SERVICE
CONDUIT - IN WALL, CEILING OR EXPOSED
CONDUIT WITH IDENTIFIER
CONDUIT TURNED UP
CONDUIT TURNED DOWN
CONDUIT CAPPED
BRANCH CIRCUIT WIRING
CIRCUIT HOME RUN
IN -LINE HOME RUN
- CIRCUIT NUMBER
EMERGENCY ONLY CIRCUIT
NORMAL EMERGENCY CIRCUIT
DEVICES ON SAME CIRCUIT,
SEPARATELY CONTROLLED
ELECTRIC FEEDER LEGEND INDICATION
VIDEO SURVEILLANCE SYSTEM
SYMBOL MOUNTING DESCRIPTION
U.O.N.
84 "AFF WALL /ARM MOUNTED CAMERA
AS NOTED TENDON MOUNTED CAMERA
PROCESS EQUIPMENT TAGGING
PROCESS SUB AREA
DEVICE NUMBER
SUB - DEVICE NUMBER
;S MAIN AREA
�wwpp I.i ENT
EQUIPMENT:
A
AUGER
G
GRINDER
AC
AIR COMPRESSOR
ICS
INDENTED CYLINDER SEPARATOR
ASC
AIR SCREEN CLEANER
MX
MIXER
B
BLOWER
P
PUMP
C
CONVEYOR
PR
PRESS
CFD
CHEMICAL FEEDER
S
SAMPLER
CID
CONTROL PANEL
Sc
SCREEN
D
DRIVER
SV
SOLENOID VALVE
DPC
DEFINITE PURPOSE CONTACTOR T
TANK
E
ELEVATOR
V
VALVE
EX
EXPELLER
ZS
POSITION SWITCH
INSTRUMENT &
FUNCTION
TAGGING
LLL = FUNCTIONAL INSTRUMENT IDENTIFICATION LETTERS
FROM INSTRUMENT IDENTIFICATION TABLE.
LLL
NNNa a = LETTER SUFFIX TO DISTINGUISH BETWEEN INSTRUMENTS
IN LOOP WITH SAME FUNCTIONAL IDENTIFICATION.
(USED AS REQ'D.)
NNN = LOOP NUMBER
DUCTBANK SYMBOL KEY
ABBREVIATIONS
A OR AMP
AMPERE
GFCI
GROUND FAULT CIRCUIT INTERRUPTER
NPT
NOMINAL PIPE THREADS
A.C.
ALTERNATING CURRENT
GND. OR GRD.
GROUND
OE
OVERHEAD ELECTRIC
AF
FRAME AMPERE
H.I.D.
HIGH INTENSITY DISCHARGE
P
# OF POLES IN CIRCUIT BREAKER
A.F.F.
ABOVE FINISHED FLOOR
HP
HORSEPOWER
PH OR 0
PHASE
A.F.G.
ABOVE FINISHED GRADE
H.P.S.
HIGH PRESSURE PUMP STATION
PM
POWER MONITOR
A.I.C.
AMPERE INTERRUPTING CURRENT
HSPS
HIGH SERVICE PUMP STATION
PMT
PAD MOUNTED TRANSFORMER
AS
AMMETER SELECTOR SWITCH
HVAC
HEAT -VENT -AIR CONDITIONING
PNL
PANEL
AT
TRIP AMPERE
I.G.
ISOLATED GROUND
PSI
POUNDS PER SQUARE INCH
A.T.S.
AUTOMATIC TRANSFER SWITCH
I.D.
INNER DIAMETER
PT
POTENTIAL TRANSFORMER
AUTO
AUTOMATIC
IMC
INTERMEDIATE METAL CONDUIT
PVC
POLYVINYL CHLORIDE
AWG
AMERICAN WIRE GAUGE
IND.
INDUSTRIAL
QTY.
QUANTITY
B.F.G.
BELOW FINISHED GRADE
JB
JUNCTION BOX
RGS
RIGID GALVANIZED STEEL
BLDG.
BUILDING
J.I.C.
JOINT INDUSTRIAL COUNCIL
RVSS
REDUCED VOLTAGE SOLID STATE
C
COUNTERTOP RECEPTACLE
KA
KILOAMPERE
Sc
SURGE CAPACITOR
C OR COND.
CONDUIT
KCMIL
1000 CIRCULAR MILS
SCC
SYSTEM CONTROL CENTER
CB
CIRCUIT BREAKER
KV
KILOVOLT
SER
SERVICE ENTRANCE RATED
CKT
CIRCUIT
KVA
KILOVOLT AMPERE
SM
SUB -METER
CID
CONTROL PANEL
KW
KILOWATT
SP
SPARE
CPT
CONTROL PANEL TRANSFORMER
LA
LIGHTNING ARRESTOR
SPD
SURGE- PROTECTIVE DEVICE
CR
CONTROL RELAY
LC
LIGHTING CONTACTOR
S.S.
STAINLESS STEEL
DESIG
DESIGNATION
LTG
LIGHTING
SWBD
SWITCHBOARD
DIA.
DIAMETER
MAX
MAXIMUM
TBA
TO BE ABANDONED
DIV.
DIVISION
MCB
MAIN CIRCUIT BREAKER
TBR
TO BE REMOVED
DPDT
DOUBLE POLE, DOUBLE THROW
mA
MILI -AMP
TCC
TELECOMMUNICATIONS CLOSET
DS
DISCONNECT SWITCH
MC
MANUFACTURER'S CABLE
TDC
TELECOMMUNICATIONS DISTRIBUTION CLOSET
E.C.
ELECTRICAL CONTRACTOR
MCC
MOTOR CONTROL CENTER
TYP.
TYPICAL
EHH
ELECTRIC HANDHOLE
MFR
MANUFACTURER
UE
UNDERGROUND ELECTRIC
EMH
ELECTRIC MANHOLE
MIN.
MINIMUM
UH
UNIT HEATER
EP
EXPLOSION PROOF
M.L.O.
MAIN LUG ONLY
UL
UNDERWRITERS LABORATORY
E.T.R.
EXISTING TO REMAIN
M.O.D.
MOTOR OPERATED DAMPER
U.O.N.
UNLESS OTHERWISE NOTED
EUH
ELECTRIC UNIT HEATER
MS
MOTOR STARTER
UE
UNDERGROUND ELECTRIC
E.W.
EACH WAY
MTD.
MOUNTED
UT
UNDERGROUND TELEPHONE
EX
EXAMPLE
N/A
NOT APPLICABLE
UV
ULTRAVIOLET
EXH
EXHAUST FAN
N.C.
NORMALLY CLOSED
V
VOLT
FU
FUSE
NEMA
NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION
VAC
VOLTS ALTERNATING CIRCUIT
FRE
FIBERGLASS REINFORCED EPDXY
NID
NETWORK INTERFACE DEVICE (4 POSITION)
VS
VOLTMETER SELECTOR SWITCH
G.C.
GENERAL CONTRACTOR
N.O.
NORMALLY OPEN
W
WIRE
GEN
GENERATOR
NO.
NUMBER
WP
WEATHERPROOF
XFMR
TRANSFORMER
GENERAL NOTES:
A. DRAWINGS ARE DIAGRAMMATIC IN NATURE, CONTRACTOR SHALL VERIFY DIMENSIONS PRIOR TO INSTALLATION.
CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER DIVISION TRADES TO PROVIDE A COMPLETE AND OPERABLE
SYSTEM. LOCATE FIXTURES, DEVICES, ETC. IN ORDER TO AVOID INTERFERENCES.
B. ALL WORK SHALL BE PERFORMED AS REQUIRED BY APPLICABLE SECTION OF THE NATIONAL ELECTRICAL CODE, LATEST
EDITION, AND ALL GOVERNING LOCAL CODES, LAWS, AND /OR REGULATIONS.
C. SYSTEM AND EQUIPMENT GROUNDING CONTINUITY SHALL BE ASSURED AS REQUIRED BY APPLICABLE SECTIONS OF THE
NATIONAL ELECTRICAL CODE.
D. ALL WIRING SHALL BE TYPE "THHN -THWN" U.O.N.; MINIMUM WIRING SHALL BE #12 (POWER WIRE). ALL WIRE SHALL BE
COPPER. MINIMUM CONDUIT SIZE FOR METALLIC CONDUIT TO BE 3/4" AND 1" FOR PVC.
E. ALL CIRCUIT PROTECTIVE DEVICES SHALL HAVE THE REQUIRED RATING INTERRUPTING CAPACITY EQUAL TO OR GREATER
THAN THE AVAILABLE SHORT- CIRCUIT CURRENT AT ITS SUPPLY TERMINAL; MINIMUM INTERRUPTING CAPACITY. SHALL BE
10,000 AMPS, SYMMETRICAL A.I.C. FOR 120/208V SYSTEMS AND 14,000 AMPS, SYMMETRICAL A.I.C. FOR 277/480V
SYSTEMS. REFER TO PANEL SCHEDULES FOR A.I.C. RATINGS.
F. ALL OUTDOOR EXPOSED CONDUIT TO BE PVC COATED RGS. TRANSITION FROM UNDERGROUND TO EXPOSED SHALL BE
PVC COATED RGS.
G. ALL UNDERGROUND CONDUITS TO BE SCHEDULE 40 PVC UNLESS OTHERWISE INDICATED. ALL CONDUITS SHALL INCLUDE
A NYLON PULL CORD.
INSTRUMENT IDENTIFICATION TABLE
ISA -S5.1 -1984
(1) USER'S CHOICE
(2) WHEN USED, SYMBOL OR SIGNAL LINE IS INDICATED.
FIRST LETTER
SUCCEEDING LETTERS
LETTER
MEASURED OR
INITIATING VARIABLE
MODIFIER
READOUT OR
PASSIVE FUNCTION
OUTPUT FUNCTION
MODIFIER
A
ANALYSIS (2)
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ALARM
L
B
BURNER, COMBUSTION
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CLOSE, STOP, DECREASE (1)
OFF (1)
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J
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(�
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OPEN, START, INCREASE (1)
N
00
N
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VOLTAGE
M
00
N
00
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U
ENABLED (1)
F
FLOW RATE
RATIO (FRACTION)
0��
FAIL (1)
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W
W
GLASS, VIEWING DEVICE
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HAND
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TIME RATE OF CHANGE
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M
MOTOR, MOTION (1)
MOMENTARY
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ON OR OPERATE (1)
0
ORIFICE, RESTRICTION
OVERLOAD (1)
P
PRESSURE, VACUUM
POINT (TEST) CONNECTION
PUMP (1)
Q
QUANTITY (2)
INTEGRATE, TOTALIZE
R
RADIATION
RECORD
S
SPEED, FREQUENCY
SAFETY OR SOLENOID
SWITCH
T
TEMPERATURE
TRANSMIT
U
MULTIVARIABLE (2)
MULTIFUNCTION (2)
MULTIFUNCTION (2)
MULTIFUNCTION (2)
V
VIBRATION, MECHANICAL ANALYSIS
VALVE, DAMPER, LOUVER
W
WEIGHT, FORCE
WELL
X
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UNCLASSIFIED (2)
UNCLASSIFIED (2)
UNCLASSIFIED (2)
Y
EVENT, STATE, PRESENCE
RELAY, COMPUTE, CONVERT
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POSITION, DIMENSION
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NO. DATE BY REVISION DESCRIPTION SHT. 1 OF 52
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VERTICAL AND HORIZONTAL BUS BARRIERS
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M -211
SECTION 3
- - -J r
3B I I I 14A
VFD I I I I I VFD
FUTURE
REACTION FUTURE
BASIN 3 I MIXERS
AERATOR 1
MCC -201 ONE -LINE
NOT TO SCALE
SECTION 4
— — — — — — — — — —
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Total Load: 117.4
Demand Load: 117.4
SECTION 5
5A
VFD
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I-
125
REACTION BASIN #1
AERATOR 1
M -251
J
NO. I DATE I BY
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ANAEROBIC
ANOXIC
BASIN 1B
BASIN 1
MIXER
MIXER
M -212
M -231
MCC -201 ONE -LINE
NOT TO SCALE
SECTION 4
— — — — — — — — — —
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Total Load: 117.4
Demand Load: 117.4
SECTION 5
5A
VFD
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I-
125
REACTION BASIN #1
AERATOR 1
M -251
J
NO. I DATE I BY
REVISION DESCRIPTION
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MCC -202
POWER
SYSTEM
480 1 VOLTS 3 PHASE 4 WIRE 60 HERTZ BUS WITHSTAND RATING: 1 42 IKAIC
SPECIAL FEATURES / NOTES:
-
POWER ENTERS SECTION:
I Bottom
I
DATA
CONTROL POWER: 120 VOLTS 60 HERTZ SUPPLIED BY: CPT's
BUS
MAIN BUS AMPS:
VERTICAL BUS AMPS:
1200
BUS MATERIAL: I TIN - PLATED COPPER
NEMA WIRING
CLASS: 2
TYPE: BT
k 300
ENCL.
NEMA ENCLOSURE TYPE:
112 20" DEEP
o
25 x 2.0 TIN PLATED COPPER GROUND BUS W /LUGS FOR #4 -250 MCM GROUND CABLE
DATA
FINISH: STANDARD #49 MED LIGHT GREY ELECTRO- DEPOSITION
U
VERTICAL AND HORIZONTAL BUS BARRIERS
M
00
N
00
MOTOR DATA
STARTER DATA
OVERCURRENT
PROTECTION DATA
STARTER
MODIFICATIONS
o0
SECTION
NO.
UNIT DESCRIPTION
VOLTS
PHASE
H.P.
TYPE
NEMA
SIZE
C.B.
MAG C.B.
FUSE DISCONNECT
AUX
CONTAC
ON OL'S
ART /ST
PB
R-IOA
SW
CPT
AUX
RELAYS
INDICATING LIGHTS
ETM
KVA
REMARKS
FRAME
TRIP
CONT.
RATING
TRIP
RANGE
SIZE
FUSE
CLASS
RED
GREEN
AMBER
LOAD
1A
MAIN SWITCH
480
3
w
400
SWITCH ONLY (NO TRIP)
2A
POWER MONITOR
480
3
2B
SPD
480
3
2C
SPACE
480
3
2D
SPACE
480
3
2E
MCC -204
480
3
400
225
3A
PANEL PP201
480
3
400
100
3B
SPARE
480
3
400
225
3C
ANOXIC BASIN #2 MIXER (M -232)
480
3
5
VFD
1
100
15
X
X
X
X
X
X
X
X
X
6.3
4A
ANAEROBIC BASIN #2A MIXER (M -213)
480
3
3
VFD
1
100
15
1
X
X
X
X
X
X
X
X
X
4.0
4B
ANAEROBIC BASIN #213 MIXER (M -214)
480
3
3
VFD
1
100
15
X
X
X
X
X
X
X
X
X
4.0
5A
REACTION BASIN #2 AERATOR 1 (M -253)
480
3
100
VFD
4
600
400
X
X
X
X
X
X
X
X
X
103.1
SECTION 1
II I
Total Load: 117.4
Demand Load: 117.4
MAIN
1A
SWITCH
L— - - -J
SECTION 2 SECTION 3 SECTION 4 SECTION 5
F— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - r — — — — — — — — — — —
I I I I I I I
I I I I I I I
I I I I I I I
I I I I I I
2A 2B 2C 2D 2E i I 3A 3B 3C I I 4A 4B I I 5A
I I I I I I I
PM SPD SPACE SPACE
I J J J II J J II J I
L___ ___ ___________ __ - -� I I
1 II II I
SPARE VFD I I VFD VFD I I VFD
I I I I I I
I I I I I
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0 0 o U o o U o o U o 0 0 0
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U U U L U U L, U U U- U U U U
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O O O O O O O O O O O
5 3 3 S
ANOXIC ANAEROBIC ANAEROBIC REACTION BASIN 2
BASIN 2 BASIN 2A BASIN 2B AERATOR 1
MIXER MIXER MIXER M -253
M -232 M -213 M -214
MCC -202 ONE -LINE
NOT TO SCALE
Q
DATE I BY
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m > > o
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2A 2B 2C i I 3A
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PM SPD SPACE
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125
REACTION BASIN 1
AERATOR 2
M -252
SHEET
MCC -203 ONE -LINE
NOT TO SCALE E=01 0
1 NO. DATE BY REVISION DESCRIPTION SNT. 10 OF 52
MCC -203
POWER
SYSTEM
480 VOLTS 3 PHASE 4 WIRE 60 HERTZ BUS WITHSTAND RATING: 22 KAIC
SPECIAL FEATURES /NOTES:
-
POWER ENTERS SECTION:
Bottom
3A
DATA
CONTROL POWER: 120 VOLTS 60 HERTZ SUPPLIED BY: CPT's
BUS
MAIN BUS AMPS:
VERTICAL BUS AMPS:
600
BUS MATERIAL: TIN - PLATED COPPER
NEMA WIRING
CLASS: 2
TYPE: BT
300
ENCL.
NEMA ENCLOSURE TYPE:
12 20" DEEP
25 x 2.0 TIN PLATED COPPER GROUND BUS W /LUGS FOR #4 -250 MCM GROUND CABLE
DATA
FINISH: STANDARD #49 MED LIGHT GREY ELECTRO- DEPOSITION
REACTION
VERTICAL AND HORIZONTAL BUS BARRIERS
SECTION
NO.
UNIT DESCRIPTION
MOTOR DATA
STARTER DATA
OVERCURRENT
PROTECTION DATA
STARTER
MODIFICATIONS
KVA
REMARKS
VOLTS
PHASE
H.P.
TYPE
NEMA
SIZE
C.B.
MAG C.B.
FUSE DISCONNECT
AUX
CONTAC�
ON OL'S
ART /ST
PB
RiOA
SW
CPT
AUX
RELAYS
INDICATING LIGHTS
ETM
FRAME
TRIP
CONT.
RATING
TRIP
RANGE
SIZE
FUSE
CLASS
RED
GREEN
AMBER
LOAD
1A
MAIN SWITCH
480
3
600
SWITCH ONLY (NO TRIP)
2A
POWER MONITOR
480
3
2B
SPD
480
3
2C
SPACE
3A
REACTION BASIN #1 AERATOR 2 (M -252)
480
3
100
VFD
4
600
400
X
X
X
X
X
X
X
X
X
103.1
SECTION 1
SECTION 2
SECTION 3
1A
2A
3A
POWER
MONITOR
2B
SPD
REACTION
MAIN
BASIN 1
SWITCH
AERATOR 2
M -252
2C
SPACE

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SWITCH I Z a z p z y °o Lii L— 1A —J m o o 0 z o
SECTION 2 r SECTION U U
— — — — — — — — — — — — — — —
— — — — — — — — —
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I I I I
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2A 2B 2C i I 3A
I I I I
PM SPD SPACE
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125
REACTION BASIN 2
AERATOR 2
M -254
SHEET
MCC -204 ONE -LINE
NOT TO SCALE E=01 1
1 NO. DATE BY REVISION DESCRIPTION SHT. 11 OF 52
MCC -204
POWER
SYSTEM
480 VOLTS 3 PHASE 4 WIRE 60 HERTZ BUS WITHSTAND RATING: 22 KAIC
SPECIAL FEATURES /NOTES:
-
POWER ENTERS SECTION:
Bottom
POWER
DATA
CONTROL POWER: 120 VOLTS 60 HERTZ SUPPLIED BY: CPT's
MONITOR
BUS
MAIN BUS AMPS:
VERTICAL BUS AMPS:
600
BUS MATERIAL: TIN - PLATED COPPER
NEMA WIRING
CLASS: 2
TYPE: BT
300
ENCL.
NEMA ENCLOSURE TYPE:
12 20" DEEP
25 x 2.0 TIN PLATED COPPER GROUND BUS W /LUGS FOR #4 -250 MCM GROUND CABLE
DATA
FINISH: STANDARD #49 MED LIGHT GREY ELECTRO- DEPOSITION
2C
VERTICAL AND HORIZONTAL BUS BARRIERS
SPACE
MOTOR DATA
STARTER DATA
OVERCURRENT
PROTECTION DATA
STARTER
MODIFICATIONS
SECTION
NO.
UNIT DESCRIPTION
VOLTS
PHASE
H.P.
TYPE
NEMA
SIZE
C.B.
MAG C.B.
FUSE DISCONNECT
AUX
CONTAC�
ON OL'S
ART /ST
PB
R-IOA
SW
CPT
AUX
RELAYS
INDICATING LIGHTS
ETM
KVA
REMARKS
FRAME
TRIP
CONT.
RATING
TRIP
RANGE
SIZE
FUSE
CLASS
RED
GREEN
AMBER
LOAD
1A
MAIN SWITCH
480
3
600
SWITCH ONLY (NO TRIP)
2A
POWER MONITOR
480
3
2B
SPD
480
3
2C
SPACE
3A
REACTION BASIN #3 AERATOR 2 (M -254)
480
3
100
VFD
4
600
400
X
X
X
X
X
X
X
X
X
103.1
SECTION 1
SECTION 2
SECTION 3
1A
2A
3A
POWER
MONITOR
2B
SPD
REACTION
MAIN
BASIN 2
SWITCH
AERATOR 2
M -254
2C
SPACE

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MCC -401
POWER
SYSTEM
480 VOLTS 3 PHASE 4 WIRE 60 HERTZ BUS WITHSTAND RATING: I 14 KAIC
SPECIAL FEATURES / NOTES:
-
POWER ENTERS SECTION:
I Bottom
I
DSB
DATA
CONTROL POWER: 120 VOLTS 60 HERTZ SUPPLIED BY: CPT's
BUS
MAIN BUS AMPS:
VERTICAL BUS AMPS:
600
BUS MATERIAL: TIN - PLATED COPPER
NEMA WIRING
CLASS: 2
TYPE: BT
300
u-
L�
ENCL.
NEMA ENCLOSURE TYPE:
112 20" DEEP
30
25 x 2.0 TIN PLATED COPPER GROUND BUS W /LUGS FOR #4 -250 MCM GROUND CABLE
DATA
FINISH: STANDARD #49 MED LIGHT GREY ELECTRO- DEPOSITION
P -412
VERTICAL AND HORIZONTAL BUS BARRIERS
SECTION
NO.
UNIT DESCRIPTION
MOTOR DATA
STARTER DATA
OVERCURRENT
PROTECTION DATA
STARTER
MODIFICATIONS
KVA
REMARKS
VOLTS
PHASE
H.P.
TYPE
NEMA
SIZE
C.B.
MAG C.B.
FUSE DISCONNECT
O
AUX
CONTAC
ON OL'S
ART /ST
PB
RiOA
SW
CPT
AUX
RELAYS
INDICATING LIGHTS
ETM
FRAME
TRIP
CONT.
RATING
TRIP
RANGE
SIZE
FUSE
CLASS
RED
GREEN
AMBER
LOAD
1A
SPACE
z
o
w
0
113
POWER MONITOR
1C
MAIN LUG ONLY
480
3
400
SWITCH ONLY (NO TRIP)
2A
SPACE
213
SPARE
225
200
2C
PANEL PP400
480
3
225
150
2D
CLARIFIER DRIVE #1 (D -311)
480
3
1
FVNR
1
7
21 -70
X
X
X
X
X
X
X
X
X
1.7
3
3
3A
RAS PUMP #1 (P-411)
480
3
30
< VFD
3
100
100
X
X
X
X
X
X
X
X
X
33.3
4A
RAS PUMP #2 (P412)
480
3
30
VFD
3
100
100
X
X
X
X
X
X
X
X
X
33.3
SECTION 1
— — — — — — — — — — — — — — — — — — —
M LO
I 1D I
I I
i
I ic
A 1B
I
SPACE PM SPD
M t Il-
O O O
d � a
U U U
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— — — — — —
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— — — —
— —
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2A
2B
12C
Mgffelm
1
SPARE
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- - - - - -- SE --I F
2D T3A
VFD
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— — — — —
— — —
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DSB
3
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L3P
PANEL I 1
PP400
v
CLARIFIER
DRIVE #1
D -311
MCC -401 ONE -LINE
NOT TO SCALE
�r
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- - -J F
4A
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P -411
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N
P -412
M
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P -411
°o °o
U U
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Total Load: 1 68.3
Demand Load: 1 68.3
3 12 -14 -12 PAF
NO. DATE BY
ADDENDUM NO. 3 - DATED 12/14/12
REVISION DESCRIPTION
I I
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N
P -412
°o °o
U U
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Total Load: 1 68.3
Demand Load: 1 68.3
3 12 -14 -12 PAF
NO. DATE BY
ADDENDUM NO. 3 - DATED 12/14/12
REVISION DESCRIPTION
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SPECIAL FEATURES / NOTES:
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POWER ENTERS SECTION: j
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I
DATA
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DATA
FINISH: STANDARD #49 MED LIGHT GREY ELECTRO- DEPOSITION
VERTICAL AND HORIZONTAL BUS BARRIERS
SECTION
NO.
UNIT DESCRIPTION
MOTOR DATA
STARTER DATA
OVERCURRENT
PROTECTION DATA
STARTER
MODIFICATIONS
KVA
REMARKS
VOLTS
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TYPE
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3 12 -14 -12 PAF ADDENDUM NO. 3 - DATED 12/14/12 Emol 9
1 NO. I DATE I BY I REVISION DESCRIPTION

NOTE
IN AUTO, FAN WILL RUN ON
HIGH WHEN PILOT CONTACT IS
OPEN. CLOSING PILOT CONTACT
WILL SWITCH FAN TO LOW.
HIGH -OFF -AUTO
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480 VAC 30
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NO. I DATE I BY
TO
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CR1 0 VER TO
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CR2 MOTOR TO
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NO. DATE BY REVISION DESCRIPTION SHT. 21 OF 52

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MOISTURE
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480
120
CR1 CR2
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VFD FAULT
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MOTOR THERMAL
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CR2 MOISTURE TO
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NOTE 1: MOISTURE SENSOR PROVIDED IN SUBMERSIBLE MIXERS ONLY.
OXIDATION DITCH VFD'S
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2317 232, 251, 252, 253, 254)
NOT TO SCALE
+
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C
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DRR RUNNING TO
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CR1 CR1 SEAL TO
FAILURE RCP -400
CR2 MOTOR TO
OVERTEMP RCP -400
INFLUENT AND RAS PUMP VFD'S
(P -151, 1527 1537 154
4117 412, 413)
NOT TO SCALE
NO. DATE BY
+
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+
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SPEED
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REVISION DESCRIPTION
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LITHONIA
AF 2 32
AMP
POLE
FUSE
NON -FUSE
NEMA
MOUNTING
DSA
600
30
A
HE WILLIAMS
82 -4 -232
2
T8 FLUORESCENT
32
1
ELECTRONIC
60
IPSCP -150
HEAVY -DUTY TURRET INDUSTRIAL
120
SEE PLAN
METALUX
DMF 232
100
1 3
1
X
4X
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600
200
1 3
LITHONIA
TAF10 3 32
4X
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7
MCC -101
P -151 DISCONNECT
MCC101 -3A
2
Al
HE WILLIAMS
82 -8 -632
6
T8 FLUORESCENT
32
1
ELECTRONIC
180
P -151, 152 DISCONNECT
TANDEM HEAVY -DUTY TURRET INDUSTRIAL
120
CONTROL
METALUX
8T DMF 332
P -153 DISCONNECT
MCC102 -3A
2
POWER
11
MCC -102
P -153 DISCONNECT
TWO CIRCUIT - 2 INNER LAMPS & 4 OUTER LAMPS
2
POWER
LITHONIA
TWAC 26DTT
LSL -150, LSH -150
IPSCP150 -2
1
VIA JUNCTION BOX
13
IPSCP -150
LIT -150
IPSCP150 -1
1
B
HE WILLIAMS
WPA6 -1 26Q
1
QUAD TUBE
26
1
ELECTRONIC
28
SAMPLER, S -100
CUTOFF MINI WALL PACK
120
PVC Coated RGS
HUBBELL
NRG- 1143 -B
ADMIN BLDG
IFLUORESCENT
2
FIBER
17
IPSCP -150
GATE OPERATOR
IPSCP150 -20
2
LITHONIA
C 2 32 WGCUN
ACCESS CONTROL SYSTEM
IPSCP150 -21
2
19
IPSCP -150
MAIN GATE CAMERA
IPSCP150 -22
2
C
HE WILLIAMS
76 -4- 232 -WG14
2
T8 FLUORESCENT
32
1
ELECTRONIC
60
STRIP LIGHT WITH WIRE GUARD
120
METALUX
SSF- 232- 2G /22F -4FT
LITHONIA
DM 2 32 AR
D
HE WILLIAMS
93 -4- 232 -DR
2
T8 FLUORESCENT
32
1
ELECTRONIC
60
ENCLOSED AND GASKETED INDUSTRIAL
120
METALUX
VT2- 232 -DR -100%
LITHONIA
LQM S W 3 R EL N
F
EMERGILITE
ELXN400 R
LEDS
N/A
1
THERMOPLASTIC EXIT
120
SURELITES
LPX7RWH
LITHONIA
LHQM S W 3 R HO
THERMOPLASTIC EXIT UNIT COMBO
F1
EMERGILITE
ELXN400 R 2SQ R
2
HALOGEN
5.4
N/A
4
PROVIDE "ELA W NX H0806" REMOTE HEADS
120
SURELITES
LPX7RWHDH
LEDS (EXIT)
WHERE INDICATED
LITHONIA
ELM2
F2
EMERGILITE
EL -2SQ
2
HALOGEN
5.4
N/A
2
THERMOPLASTIC EMERGENCY LIGHT
120
SURELITES
CC3WH
LITHONIA
AFN DB EXT
F3
EMERGILITE
BZ LUXN ZU
2
XENON
6
N/A
12
EXTERIOR ARCHITECTURAL EMERGENCY LIGHT
120
LITHONIA
2SP G 4 32 Al 2125 LST
H
HE WILLIAMS
50G -S24- 432- S- A12125
4
T8 FLUORESCENT
32
**
ELECTRONIC
120
2 X 4 TROFFER - 4 LAMP
120
DAYBRITE
2DG432FS12
LITHONIA
2SP G 4 32 Al 2125 LST
H2
HE WILLIAMS
50G -S24- 432- S- A12125
4
T8 FLUORESCENT
32
**
ELECTRONIC
120
2 X 4 TROFFER - 4 LAMP - 2 LAMP BALLASTS
120
DAYBRITE
2DG432FS12
TWO CIRCUIT OPERATION
LITHONIA
2SP G 2 32 Al 2125 LST
H3
HE WILLIAMS
50G -S24- 232- S- A12125
2
T8 FLUORESCENT
32
**
ELECTRONIC
60
2 X 4 TROFFER - 2 LAMP
120
DAYBRITE
2DG232FS12
LITHONIA
WRT F 2 32 A12125
H4
HE WILLIAMS
EPF-S1 4-232-FAl 2125-WET
2
T8 FLUORESCENT
32
**
ELECTRONIC
60
1 X 4 TROFFER - 2 LAMP - FLANGED - WET LOCATION
120
DAYBRITE
1 DPWLF232FAl 2 -1 W
LITHONIA
2AW 2 32
J
HE WILLIAMS
38 -4 -232 -A
2
T8 FLUORESCENT
32
1
ELECTRONIC
60
ARCHITECTURAL WRAPAROUND
120
METALUX
SAA- 232IMA
LITHONIA
2AV G 3 32 MDR LST
K
DAYBRITE
2AVMG332 -PMW- TANDEM WIRED
3
T8 FLUORESCENT
32
**
ELECTRONIC
180
LINEAR INDIRECT TROFFER
120
HE WILLIAMS
DIG -S24- 332 -WPR- TANDEM WIRED
(PER PAIR)
(TANDEM WIRED FIXTURES)
LITHONIA
LF8 2 26 TT F802AZ
L
HE WILLIAMS
PH85 -226Q
2
QUAD TUBE
26
1
ELECTRONIC
56
OPEN DOWNLIGHT
120
PRESCOLITE
CFR826UEB- ST492A
FLUORESCENT
LITHONIA
LF6 2 26DTT F6LD1PF
M
CAPRI
CFR62H26Q- R1 -R16
2
QUAD TUBE
26
1
ELECTRONIC
56
DROP OPAL LENSED DOWNLIGHT
120
HALO
H803E -801P
FLUORESCENT
WE T LOCATION LISTED
LITHONIA
WC 2 32 Al2
MOUNT
N
HE WILLIAMS
20 -2 -232 -A
2
T8 FLUORESCENT
32
1
ELECTRONIC
36
ABOVE
COMMERCIAL WALL BRACKET
120
METALUX
BC -232
MIRROR
LITHONIA
KSF2 250S R3
IES DISTRIBUTION TYPE III
P
SPAULDING
RCS A4 S25
1
HPS
250
1
MAGNETIC
310
30'
WITH PHOTOCELL
120
GE LIGHTING SYS
DSMT 25 S
6" X 6" X 30' SQUARE STRAIGHT ALUMINUM POLE
LITHONIA
55 400M
6 X 5 NEMA TYPE BEAM SPREAD
Q
GE LIGHTING SYS
P54S 40 M
1
HPS
400
1
MAGNETIC
480
30'
MOUNT ON 30' ROUND TAPERED STEEL POLE
120
MCGRAW- EDISON
AMF F 400 HPS
HOLOPHANE
HMSC C10HP 20
HIGH MAST LIGHT FIXTURE WITH PHOTOCELL
R
GE LIGHTING SYS
HMAA 01 S 2
1
HPS
1000
1
MAGNETIC
1100
100'
100' GALVANIZED STEEL, FACETED, TAPERED POLE.
208
LUMARK
HPMC 3 D 1000 208V
CONTRACTOR TO CLEAN AND RE -LAMP ALL EXISTING HIGH MAST FIXTURES
LITHONIA
TDD 150S 120
U I I E
S
HUBBELL
DD S 150S
1
HPS
150
1
MAGNETIC
185
15'
WITH PHOTOCELL CONTROL 3
120
LUMARK
HP EL 15
UL LISTED FOR USE IN WET LOCATIONS
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DISCONNECT SWITCH SCHEDULE
DESIGN
VOLT
AMP
POLE
FUSE
NON -FUSE
NEMA
MOUNTING
DSA
600
30
3
2
X
4X
SEE PLAN
DSB
600
60
3
IPSCP -150
X
4X
SEE PLAN
DSC
600
100
1 3
1
X
4X
SEE PLAN
DSD
600
200
1 3
1
1 X
4X
SEE PLAN
AREA 100 ( INLUENT AREA) DUCTBANK CONDUIT SCHEDULE
Conduit
Tag No.
From
To
Conduit/Wiring
Legend No.
Conduit Size
Remarks
1
PP101
PP102
PP101 - 8
2
2
2
LP101
LP102
LP101 - 38,40,42
2
2
3
GCCP -130
IPSCP -150
GCCP130 - 5
2
FIBER
4
INFLUENT PS BLDG
ELEC. EQUIPMENT RACK
SPARE
2
2
5
INFLUENT PS BLDG
ELEC. EQUIPMENT RACK
SPARE
2
2
6
INFLUENT PS BLDG
ELEC. EQUIPMENT RACK
SPARE
2
Control
7
MCC -101
P -151 DISCONNECT
MCC101 -3A
2
POWER
8
MCC -101
P -152 DISCONNECT
MCC1014A
2
POWER
9
MCC -101
P -151, 152 DISCONNECT
MCC101 -3A, 4A
1
CONTROL
10
MCC -102
P -153 DISCONNECT
MCC102 -3A
2
POWER
11
MCC -102
P -153 DISCONNECT
MCC1024A
2
POWER
12
IPSCP -150
LSL -150, LSH -150
IPSCP150 -2
1
VIA JUNCTION BOX
13
IPSCP -150
LIT -150
IPSCP150 -1
1
PVC COATED RGS
14
IPSCP -150
SAMPLER, S -100
IPSCP150 -18
1
PVC COATED RGS
15
IPSCP -150
SAMPLER, S -100
IPSCP150 -19
1
PVC Coated RGS
16
GCCP -130
ADMIN BLDG
GCCP130 -6
2
FIBER
17
IPSCP -150
GATE OPERATOR
IPSCP150 -20
2
18
IPSCP -150
ACCESS CONTROL SYSTEM
IPSCP150 -21
2
19
IPSCP -150
MAIN GATE CAMERA
IPSCP150 -22
2
IFIBER
20
LP102
GATE OPERATOR
LP102 -14
1
PVC Coated RGS
AREA 300 (CLARIFIER AREA) DUCTBANK
CONDUIT SCHEDULE
Conduit
Tag No.
From
To
Conduit/Wiring
Legend No.
Conduit Size
Remarks
1
MCC -401
LCP -311
MCC401 -2D
2
CLARIFIER #1 (POWER)
2
MCC -401
LCP -311
MCC401 -2D
2
CLARIFIER #1 (CONTROL)
3
MCC -402
LCP -312
MCC402 -2D
2
CLARIFIER #2 (POWER)
4
MCC -402
LCP -312
MCC402 -2D
2
CLARIFIER #2 (CONTROL)
5
LP -400
CLARIFIER RECEPTACLES
LP400 -10
2
6
MCC -502
Digester Aerator #3 M -533
2 #14
1
Control
7
MCC -501
Di ester Blower #1 B -531
3 #2, #6 gnd
2
Power
8
AREA 500 (SLUDGE DIGESTER AREA) DUCTBANK CONDUIT SCHEDULE
Conduit
Tag No.
From
To
Conduit/Wiring
Legend No.
Conduit Size
Remarks
1
MCC -501
Digester Aerator #1 M -531
344, #8 gnd
2
Power
2
MCC -501
Digester Aerator #1 M -531
2 #14
1
Control
3
MCC -502
Digester Aerator #2 M -532
344, #8 gnd
2
Power
4
MCC -502
Digester Aerator #2 M -532
2 #14
1
Control
5
MCC -502
Digester Aerator #3 M -533
344, #8 gnd
2
Power
6
MCC -502
Digester Aerator #3 M -533
2 #14
1
Control
7
MCC -501
Di ester Blower #1 B -531
3 #2, #6 gnd
2
Power
8
MCC -501
Digester Blower #1 B -531
2 #14, DCP500-
1
Control, PSH -531
9
MCC -501
Digester Blower #2 B -532
3 #2, #6 gnd
2
Power
10
MCC -501
Digester Blower #2 B -532
2 #14, DCP500-
1
Control, PSH -531
11
1 MCC -502
Digester Blower #3 B -533
3 #2, #6 gnd
2
Power
12
MCC -502
Digester Blower #3 B -533
2 #14, DCP500-
1
Control, PSH -531
13
MCC -501
Digester Blower #1 Vibration B -531
#16 TSP
1
PVC Coated RGS
14
MCC -501
Digester Blower #2 Vibration B -532
#16 TSP
1
PVC Coated RGS
15
MCC -502
Digester Blower #3 Vibration B -533
#16 TSP
1
PVC Coated RGS
16
LP -500
Digester Blower Enclosure Fans
LP500 -11
2
w
17
Sludge Bldg. Electrical Room
Digester Blower Pad
Spare
2
18
Sludge Bldg. Electrical Room
Digester Blower Pad
Spare
2
19
Sludge Bldg. Electrical Room
Digester Tank
Spare
2
20
Sludge Bldg. Electrical Room
Digester Tank
Spare
2
PVC Coated RGS
Transformer Schedule
Desig
Primary
Secondary
KVA Rating
Service
Mountinc
Phase
Voltage
Phase
Voltage
T100
3
480
3
208/120
30
LP100
FLOOR
T201
3
480
3
208/120
15
LP201
FLOOR
T202
3
480
3
208/120
15
1 LP202
FLOOR
T400
3
480
3
208/120
30
LP400
FLOOR
T500
3
480
3
208/120
15
LP500
FLOOR
T900
3
480
3
208/120
45
LP900
FLOOR
T901
3
480
3
208/120
45
LP901
FLOOR
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3 12 -14 -12 PAF
NO. DATE BY
ADDENDUM NO. 3 - DATED 12/14/12
REVISION DESCRIPTION
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SHT, 23 OF 54

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PANEL PP101 BUS AMP 200 MIN. I 5 0 MAIN BREAKER MLO PANEL PP102 BUS AMP 100 MIN. I 5 0 MAIN BREAKER 100 A I--I "z N
MOUNTING SURFACE PHASE 3 WIRE 3 VOLTAGE 480V MOUNTING SS STRUT OUTDOORS PHASE 3 WIRE 3 VOLTAGE 480V �--� ct
LOCATION INFLUENT PS BLDG NEMA TYPE 1 3 LOCATION HEADWORKS NEMA TYPE 4X 3 U Z
Z, a
CKT DESCRIPTION
BREAKER LOAD (KW) WIRE GND. COND COND GND. WIRE LOAD (KW) BREAKER DESCRIPTION CKT CKT DESCRIPTION BREAKER LOAD (KW) WIRE GND. COND COND GND. WIRE LOAD (KW) BREAKER DESCRIPTION CKT 0
o0
AMP POLES A B C NO SIZE SIZE SIZE SIZE SIZE SIZE NO A B C POLES AMP AMP POLES A B C NO SIZE SIZE SIZE SIZE SIZE SIZE NO A B C POLES AMP U
1 TRANSFORMER T100 50 3 5 3 8 10 3/4 3/4 10 10 3 4.7 3 30 PUMP HOIST 2 1 TRANSFORMER T100 50 3 5 3 8 10 3/4 3/4 10 10 3 4.7 3 30 PUMP HOIST 2 a z
3 5 4.7 4 3 5 4.7 4 �
5 5 4.7 6 5 5 4.7 6 z
7 AC -1 15 3 3.3 3 12 12 3/4 1 1/4 8 2 3 2.8 3 100 FEED TO PP102 8 7 AC -1 15 3 3.3 3 12 12 3/4 3/4 10 10 3 2.8 3 30 SCCP -120 8 a/
9 3.3 2.8 10 9 3.3 2.8 10 w
11 3.3 2.8 12 11 3.3 2.8 12
w a
13 AC -2 15 3 3.3 3 12 12 3/4 - 3 40 SPARE 14 13 AC -2 15 3 3.3 3 12 12 3/4 3/4 10 10 3 2.8 3 30 BSCP -110 14 r10-01�,
15 3.3 - 16 15 3.3 2.8 16
17 3.3 - 18 17 3.3 2.8 18 z °
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19 UH -3 60 3 12 3 4 10 1 - 3 30 SPARE 20 19 UH -3 60 3 12 3 4 10 1 3/4 10 10 3 2.8 3 30 BSCP -115 20
21 12 - 22 21 12 2.8 22 }01111 � / / 0, {
23 12 - 24 23 12 2.8 24`
,.
25 SPARE 40 3 - - 3 20 SPARE 26 25 GCCP -130 60 3 5.5 3 4 10 1 SPARE 26 '° • #$
27 - - 28 27 5.5 28
¢#
29 - - 30 29 5.5 30
31 SPARE 20 3 - SPACE -PFFB 32 31 SPARE 20 3 - 32 .`. �• ,N
33 - 34 33 - 34
35 - 36 35 - 36 INCORPORATION OF
ADDENDUM CHANGES
37 SPACE - PFFB SPACE - PFFB 38 37 SPARE 40 3 - 38 ONLY
39 40 39 - 40 O
41 42 41 - 42 z
0 c) z
SUB -TOTAL LOAD KW 1 1 23 23 23 1 1 1 1 1 SUB -TOTAL LOAD KW 1 7.5 7.5 1 1 SUB -TOTAL LOAD KW 1 1 29 29 29 1 1 1 1 1 SUB -TOTAL LOAD KW 1 13 13 13 J
0
TOTAL LOAD KW 31 31 31 TOTAL LOAD KW 42 42 42
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PANEL PP201 BUS AMP 225 MIN. I 4 0 MAIN BREAKER MLO PANEL PP202 BUS AMP 100A MIN 10 0 MAIN BREAKER 60 0 J 0
MOUNTING SURFACE PHASE 3 WIRE 3 VOLTAGE 480V MOUNTING SURFACE PHASE 3 WIRE 3 VOLTAGE 480V CI) 0
L.L O
LOCATION OX DITCH ELEC BLDG 1 NEMA TYPE 1 3 LOCATION OX DITCH ELEC BLDG 2 NEMA TYPE 1 3 W Q W
0 LL U
CKT DESCRIPTION
BREAKER LOAD (KW) WIRE GND. COND COND GND. WIRE LOAD( BREAKER DESCRIPTION CKT CKT DESCRIPTION BREAKER LOAD (KW) WIRE GND. COND COND GND. WIRE LOAD (KW) BREAKER DESCRIPTION CKT L z z
L
AMP POLES A B C NO SIZE SIZE SIZE SIZE SIZE SIZE NO A B C POLES AMP AMP POLES A B C NO SIZE SIZE SIZE SIZE SIZE SIZE NO A B C POLES AMP w Q
1 TRANSFORMER T100 30 3 3 3 10 10 3/4 1 10 4 3 8.3 3 60 PP202 2 1 TRANSFORMER T100 30 3 3 3 10 10 3/4 3/4 10 8 3 5.5 3 40 GRIT CHAMBER (GCCP -152) 2 = >
3 3 8.3 4 3 3 5.5 4
5 3 8.3 6 5 3 5.5 6
7 AC -4 25 3 4.2 3 10 10 3/4 3/4 10 8 3 - 3 40 GRIT CHAMBER (GCCP -151) 8 7 AC -6 25 3 4.2 3 10 10 3/4 - 3 30 SPARE 8
9 4.2 - 10 9 4.2 - 10
11 4.2 - 12 11 4.2 - 12 N
13 AC -5 15 3 3.3 3 12 12 3/4 3/4 10 10 3 - 3 30 GRIT CHAMBER (GCCP -153) 14 13 SPARE 40 3 - - 3 20 SPARE 14 °° N 3
15 3.3 - 16 15 - - 16 0 ?
N c m W W °
17 3.3 - 18 17 - _ 18 W w w W
O a z m z o
19 ROADWAY LIGHTING 20 2 1.4 3 12 12 3/4 - 3 20 SPARE 20 19 SPARE 30 3 - - 3 20 SPARE 20 z LLj S p 0 y
3 2 1.4 - 22 21 - - 22 m ~ w w z °
U a U T"
23 SPARE 25 2 4 - 24 23 - - 24
3 4 - 3 20 SPARE 26 25 SPARE 20 3 - SPACE - PFFB 26 �^
27 SPARE 20 2 0.4 - 28 27 - 28 W
0.4 - 30 29 - 30 J
31 SPARE 30 3 - SPACE - PFFB 32 31 SPACE - PFFB SPACE - PFFB 32
33 - 34 33 34 0
35 - 36 35 36 W
1
37 SPACE - PFFB SPACE - PFFB 38 37 SPACE - PFFB SPACE - PFFB 38
39 40 39 40 r n
41 42 41 42 J/
SUB -TOTAL LOAD KW 1 1 16 12 15 1 1 1 1 SUB -TOTAL LOAD KW 1 8.3 8.3 8.3 SUB -TOTAL LOAD KW 1 1 7.2 7.2 7.2 1 1 1 1 SUB -TOTAL LOAD KW 1 5.5 5.5 5.5 U
TOTAL LOAD KW 1 241 211-
1 23 TOTAL LOAD KW 1 131 131 13 _
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3 12 -14 -12 PAF ADDENDUM NO. 3 - DATED 12/14/12 E=031
NO. DATE BY REVISION DESCRIPTION SHT, 24 OF 54

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PANEL PP400 BUS AMP 225 MIN 4 0 MAIN BREAKER MLO PANEL PP500 BUS AMP 225 MIN MAIN BREAKER MLO I-I "z N
MOUNTING SURFACE PHASE 3 WIRE 3 VOLTAGE 480V MOUNTING SURFACE PHASE 3 WIRE 3 VOLTAGE 277/480V oM�o
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LOCATION RAS /WAS PUMP STATION NEMA TYPE 1 3 LOCATION SLUDGE THICKENER BLDG NEMA TYPE 1 3
a
BREAKER LOAD (KW) WIRE GND. COND COND GND. WIRE LOAD (KW) BREAKER BREAKER LOAD (KW) WIRE GND. COND COND GND. WIRE LOAD (KW) BREAKER O
CKT DESCRIPTION DESCRIPTION CKT CKT DESCRIPTION DESCRIPTION CKT ao
AMP POLES A B C NO SIZE SIZE SIZE SIZE SIZE SIZE NO A B C POLES AMP AMP POLES A B C NO SIZE SIZE SIZE SIZE SIZE SIZE NO A B C POLES AMP U
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3 5 4.7 4 3 2 2 4 �
5 5 4.7 6 5 2 2 6 z x
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7 AC -3 15 3 3.3 3 12 12 3/4 3/4 12 12 3 0.7 2 20 ROADWAY LIGHTING 8 7 PAC -1 15 3 1.6 3 12 12 3/4 3/4 12 12 3 0.3 3 15 EF -8 8 a/
9 3.3 0.7 10 9 1.6 0.3 10 w
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13 UH4 60 3 12 3 4 10 1 0.2 14 13 UH -1 15 3 1.7 3 12 12 3/4 3/4 12 12 3 0.3 3 15 EF -9 14
15 12 - 2 20 SPARE 16 15 1.7 0.3 16
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21 - - 22 21 1.7 22`�r
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23 - - 24 23 1.7 24 r tttil1 #Jlil/ RIO
25 SPARE 30 3 - - 3 30 SPARE 26 25 UH -3 15 3 1.7 3 12 12 3/4 SPACE - PFFB 26
27 - - 28 27 1.7 28 1
i
29 - - 30 29 1.7 30bi.
31 SPARE 20 3 - SPACE - PFFB 32 31 SPACE - PFFB SPACE - PFFB 32
33 - 34 33 34
INCORPORATION OF
35 - 36 35 36 ADDENDUM CHANGES
37 SPACE - PFFB SPACE - PFFB 38 37 SPACE - PFFB SPACE - PFFB 38 ONLY
39 40 39 40 O
41 42 41 42 z
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IS LOAD KW 20 20 20 SUB -TOTAL LOAD KW 5.7 5.4 5 SUB -TOTAL LOAD KW 8.6 8.6 8.6 SUB -TOTAL LOAD KW 2.6 2.6 2.6 J
O
TOTAL LOAD KW 26 25 25 1 1 1 1 1 TOTAL LOAD KW 11 11 11 V J
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PANEL PP900 BUS AMP 225 MIN 4 0 MAIN BREAKER MLO 0 J 0
MOUNTING SURFACE PHASE 3 WIRE 3 VOLTAGE 277/480V / E5 O
L.L O
LOCATION MAINT. SHOP NEMA TYPE 1 3 W LL W
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BREAKER LOAD (KW) WIRE GND. COND COND GND. WIRE LOAD(KW) BREAKER 7 z 7
CKT DESCRIPTION DESCRIPTION CKT z
AMP POLES A B C NO SIZE SIZE SIZE SIZE SIZE SIZE NO A B C POLES AMP w
1 PAC -1 15 3 2.22 3 12 12 3/4 1 8 4 3 8.87 3 70 TRANSFORMER T900 2 = >
3 2.22 8.87 4
5 2.22 8.87 6
7 SPACE - PFFB 3/4 12 12 3 1.94 3 15 ERV -2 (MAIN UNIT) 8
9 1.94 10
I
11 1.94 12 N
13 SPACE - PFFB 3/4 10 8 3 6.65 3 35 ERV -2 (ELECTRIC HEAT) 14 °o N 3
15 6.65 16 o y W W
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17 6.65 18 W Lu Lu W
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19 SPACE - PFFB 3/4 12 12 3 1.5 3 15 EWH -1 20 z LLj C9 a C9 y
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21 1.5 22 0 04
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23 1.5 24
25 SPACE - PFFB SPACE - PFFB 26 ^
27 28 W
29 30 J
SUB -TOTAL LOAD KW 1 1 2.22 1 2.22 2.22 1 1 1 11 SUB -TOTAL LOAD KW 19 19 19 0
TOTAL LOAD KW 121.2121.2121.2 W
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3 12 -14 -12 PAF ADDENDUM NO. 3 - DATED 12/14/12 E=032
2 12 -11 -12 PAF ADDENDUM NO. 2 - DATED 12/11/12
NO. DATE BY REVISION DESCRIPTION SHT, 25 OF 54

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PANEL
MOUNTING
LOCATION
PANEL
MOUNTING
LOCATION
LP201
UC?
BUS
BUS
AMP
PHASE
100A
NEMA
MIN. A.I.C.
WIRE
TYPE
10,000
MAIN
BREAKER
VOLTAGE
60
60
N
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W
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4
120/208
OX DITCH
ELEC
BLDG
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BREAKER
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WIRE
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LOAD
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BREAKER
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DESCRIPTION
CKT
AMP
POLES
A
B
C
NO
SIZE
SIZE
SIZE
SIZE
SIZE
SIZE
NO
A
B
C
POLES
AMP
1
INTERIOR LIGHTS
20
1
0.4
2
12
12
3/4
3/4
12
12
2
1.4
1
20
ODCP -201
2
3
EXTERIOR LIGHTS
20
1
0.1
2
12
12
3/4
3/4
12
12
2
0.4
1
20
AE /AIT -251
4
5
RECEPTACLES
20
1
0.7
2
12
12
3/4
3/4
12
12
2
0.4
1
1 20
AE /AIT -252
6
7
REACTION BASIN 1 AERATOR 1 HEATER
20
1
-
2
12
12
3/4
3/4
12
12
2
0.4
1
20
AE /AIT -253
8
9
REACTION BASIN 2 AERATOR 1 HEATER
20
1
-
2
12
12
3/4
-
1
20
SPARE
10
11
SPARE
20
1
-
-
1
20
SPARE
12
13
SPARE
20
1
-
-
1
20
SPARE
14
15
SPARE
20
1
-
-
1
20
SPARE
16
17
SPARE
20
1
-
-
1
20
SPARE
18
19
SPARE
20
1
-
-
1
20
SPARE
20
21
SPARE
20
1
-
-
1
20
SPARE
22
23
SPARE
20
1
-
-
1
20
SPARE
24
25
SPARE
20
1
-
-
1
20
SPARE
26
27
SPARE
20
1
-
-
1
20
SPARE
28
29
SPACE - PFFB
20
1
-
-
1
20
SPACE - PFFB
30
31
SPACE - PFFB
SPACE - PFFB
32
33
SPACE - PFFB
SPACE - PFFB
34
35
SPACE - PFFB
SPACE - PFFB
36
37
SPACE - PFFB
SPACE - PFFB
38
39
SPACE - PFFB
SPACE - PFFB
40
41
SPACE - PFFB
SPACE - PFFB
42
SUB -TOTAL LOAD KW 1 1 0.4 0.1 0.7 1 1 1 1 SUB -TOTAL LOAD KW 1 1.4 0 0
TOTAL LOAD KW 1 1.81 0.11 0.7
3 12 -14 -12 PAF ADDENDUM NO. 3 - DATED 12/14/12
2 12 -11 -12 PAF ADDENDUM NO. 2 - DATED 12/11/12
NO. DATE BY REVISION DESCRIPTION
SUB -TOTAL LOAD KW
1
1 0.4
0.1
0.7
1
1
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1 1.8
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CKT
AMP
POLES
A
B
C
NO
SIZE
SIZE
SIZE
SIZE
SIZE
SIZE
NO
A
B
C
POLES
AMP
1
INTERIOR LIGHTS
20
1
0.4
2
12
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4
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1
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3
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20
1
0.1
2
12
12
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3/4
12
12
2
-
1
20
REACTION BASIN 1 AERATOR 2 HEATER
4
5
RECEPTACLES
20
1
0.7
2
12
12
3/4
3/4
12
12
2
-
1
20
REACTION BASIN 2 AERATOR 2 HEATER
6
7
SPARE
20
1
-
-
9
SPARE
20
1
-
-
1
20
SPARE
10
11
SPARE
20
1
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1
20
SPARE
12
13
SPARE
20
1
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-
1
20
SPARE
14
15
SPARE
20
1
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1
20
SPARE
16
17
SPARE
20
1
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1
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SPARE
18
19
SPARE
20
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20
21
SPARE
20
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1
20
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22
23
SPARE
20
1
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1
20
SPARE
24
25
SPARE
20
1
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-
1
20
SPARE
26
27
SPARE
20
1
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-
1
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SPARE
28
29
SPARE
20
1
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-
1
20
SPARE
30
31
SPACE - PFFB
SPACE - PFFB
32
33
SPACE - PFFB
SPACE - PFFB
34
35
SPACE - PFFB
SPACE - PFFB
36
37
SPACE - PFFB
SPACE - PFFB
38
39
SPACE - PFFB
SPACE - PFFB
40
41
SPACE - PFFB
SPACE - PFFB
42
SUB -TOTAL LOAD KW 1 1 0.4 0.1 0.7 1 1 1 1 SUB -TOTAL LOAD KW 1 1.4 0 0
TOTAL LOAD KW 1 1.81 0.11 0.7
3 12 -14 -12 PAF ADDENDUM NO. 3 - DATED 12/14/12
2 12 -11 -12 PAF ADDENDUM NO. 2 - DATED 12/11/12
NO. DATE BY REVISION DESCRIPTION
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PANEL LP400 BUS AMP 100A MIN. A.I.C. 10,000 MAIN BREAKER 100 PANEL LP900 BUS AMP 225 MIN. A.I.C. 10,000 MAIN BREAKER MLO ~ z M
MOUNTING SURFACE PHASE 3 WIRE 4 VOLTAGE 120/208 MOUNTING SURFACE PHASE 3 WIRE 4 VOLTAGE 120/208 Co
LOCATION RAS PS BLDG NEMA TYPE 1 LOCATION MAINT. SHOP NEMA TYPE 1 U Z '7
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BREAKER LOAD (KW) WIRE GND. COND COND GND. WIRE LOAD (KW) BREAKER BREAKER LOAD (KW) WIRE GND. COND COND GND. WIRE LOAD (KW) BREAKER c
CKT DESCRIPTION DESCRIPTION CKT CKT DESCRIPTION DESCRIPTION CKT �o
AMP POLES A B C NO SIZE SIZE SIZE SIZE SIZE SIZE NO A B C POLES AMP AMP POLES A B C NO SIZE SIZE SIZE SIZE SIZE SIZE NO A B C POLES AMP N
1 INTERIOR LIGHTS 20 1 0.2 2 12 12 3/4 3/4 10 10 2 1.8 1 30 RCP -400 2 1 INTERIOR LIGHTS 20 1 0.24 2 12 12 3/4 3/4 12 12 2 0.9 1 20 RECEPTACLES 2 r/� a z
3 INTERIOR LIGHTS 20 1 0.6 2 12 12 3/4 3/4 12 12 2 1.2 1 20 CGVCP -R 4 3 INTERIOR LIGHTS 20 1 0.34 2 12 12 3/4 3/4 12 12 2 1.08 1 20 RECEPTACLES 4 rh 0
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5 EXTERIOR LIGHTS 20 1 0.6 2 12 12 3/4 3/4 12 12 2 0.6 1 20 LE /LIT -401 & FE /FIT -411 6 5 INTERIOR LIGHTS 20 1 0.72 2 12 12 3/4 3/4 12 12 2 0.54 1 20 RECEPTACLES 6 "z �
7 EXTERIOR LIGHTS 20 1 0.2 2 12 12 3/4 3/4 12 12 2 1 1 20 LE /LIT-402 & FE /FIT -412, 430 8 7 INTERIOR LIGHTS 20 1 0.36 2 12 12 3/4 3/4 12 12 2 1.44 1 20 RECEPTACLES 8
9 RECEPTACLES 20 1 0.2 2 12 12 3/4 -,X4,-, 1 - 1 C F S 1 3 9 EXTERIOR LIGHTS 20 1 0.1 2 12 12 3/4 3/4 12 12 2 0.72 1 20 RECEPTACLES 10 w
11 RECEPTACLES 20 1 0.8 2 12 12 3/4 3/4 12 12 2 - 1 20 CAMERA C -7 12 11 SHOP LIGHTS 20 1 1.08 2 12 12 3/4 3/4 12 12 2 0.36 1 20 RECEPTACLES 12 w a
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15 SPARE 20 1 - - 1 20 SPARE 16 15 WATER COOLER 15 1 0.6 2 12 12 3/4 3/4 12 12 2 0.18 1 20 TOILET RM RECPT. 16
17 SPARE 20 1 - - 1 20 SPARE 18 17 DOOR OPERATOR 15 1 0.5 2 12 12 3/4 3/4 12 12 2 0.18 1 20 BREAKROOM RECPT. 18 z o
19 SPARE 20 1 - - 1 20 SPARE 20 19 DOOR OPERATOR 15 1 0.5 2 12 12 3/4 3/4 12 12 2 0.18 1 20 BREAKROOM RECPT. 20
21 SPARE 20 1 - - 1 20 SPARE 22 3 - 1 3/4 12 12 2 0.18 1 20 BREAKROOM RECPT. 22it1t11411x! /11{777
23 SPARE 20 1 - - 1 20 SPARE 24 23 ELECTRICAL ROOM LIGHTS 20 1 - 2 12 12 3/4 3/4 12 12 2 1.5 1 20 BREAKROOM WATER HTR 24`+`�'tE�1[illJ #I
25 SPARE 20 1 - - 1 20 SPARE 26 0 - 3/4 12 12 2 0.6 1 20 REFRIGERATOR 26 .Y+�'4 w
27 SPARE 20 1 - - 1 20 SPARE 28 27 SPARE 20 1 - 3/4 12 12 2 0.6 1 20 REFRIGERATOR 28 _#
29 SPARE 20 1 - - 1 20 SPARE 30 29 AH -1 60 2 5.3 3 4 10 1 3/4 12 12 2 0.36 1 20 TELECOM BOARD 30
Art
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31 SPACE -PFFB SPACE - PFFB 32 31 5.3 3/4 12 12 2 - 1 20 EBCP -900 32 ". " " "` ° "'~
33 SPACE - PFFB SPACE - PFFB 34 33 HP -1 30 2 1.65 3 10 10 3/4 3/4 12 12 2 0.54 1 20 RECEPTACLES 34777lEilli'7!ld�CG}
INCORPORATION OF
35 SPACE - PFFB SPACE - PFFB 36 35 1.65 3/4 12 12 2 0.18 1 15 SURVEILLANCE CAMERA 36 ADDENDUM CHANGES
37 SPACE - PFFB SPACE - PFFB 38 37 BEAM HOIST 15 3 0.8 3 12 12 3/4 - 1 20 SPARE 38 ONLY
39 SPACE - PFFB SPACE - PFFB 40 39 0.8 - 1 20 SPARE 40 O
41 SPACE - PFFB SPACE - PFFB 42 41 0.8 - 1 20 SPARE 42 z Q
0 cl) z
SUB -TOTAL LOAD KW 1 1 0.5 0.8 1.4 1 1 1 1 SUB -TOTAL LOAD KW 1 2.8 1.2 0.6 SUB -TOTAL LOAD KW 8.28 4.49 10 1 1 1 1 SUB -TOTAL LOAD KW 1 3.3 3.3 3.12 F___ 0
TOTAL LOAD KW 3.2 2 2 TOTAL LOAD KW 11.6 7.79 13.2 V
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PANEL LP500 BUS AMP 100A MIN. A.I.C. 10,000 MAIN BREAKER 100
MOUNTING SURFACE PHASE 3 2 VOLTAGE 120/208 Q >
LOCATION SLUDGE THICKENER BUILDING NEMA TYPE 1
z z
BREAKER LOAD (KW) WIRE GND. COND COND GND. WIRE LOAD (KW) BREAKER Z)
CKT DESCRIPTION DESCRIPTION CKT O � 0
AMP POLES A B C NO SIZE SIZE SIZE SIZE SIZE SIZE NO A B C POLES AMP
1 INTERIOR LIGHTS 20 1 0.2 2 12 12 3/4 3/4 12 12 2 0.5 1 20 RECEPTACLES 2 L.L U O
Q
3 INTERIOR LIGHTS 20 1 1.5 2 12 12 3/4 3/4 12 12 2 0.7 1 20 RECEPTACLES 4 Q LL w
5 EXTERIOR LIGHTS 20 1 0.2 2 12 12 3/4 3/4 12 12 2 0.5 1 20 RECEPTACLES 6 z z
7 DCP -500 20 1 - 2 12 12 3/4 3/4 12 12 2 1.5 1 20 3 w IIIIIIIIIImm >
9 FE /FIT - 510, 530 20 1 - 2 12 12 3/4 0.5 1 20 SPARE 10
11 BLOWER ENCLOSURE FANS 20 1 - 2 12 12 3/4 - 1 30
13 SPARE 20 1 - - 1 30 SPARE 14
15 SPARE 20 1 - - 1 20 SPARE 16
17 SPARE 20 1 - - 1 20 SPARE 18
N
19 SPARE 20 1 - - 1 20 SPARE 20 c
° N 3
21 SPARE 20 1 - - 1 20 SPARE 22 c W W c
N m W W
W W
23 PARE 20 1 0 0 1 20 PARE 24
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25 SPARE 20 1 0 0 1 20 SPARE 26 O z o0 z °o
27 SPACE - PFFB SPACE - PFFB 28
p Q w Q w 0 N
29 SPACE - PFFB SPACE - PFFB 30 U U
31 SPACE - PFFB SPACE - PFFB 32 rn
33 SPACE - PFFB SPACE - PFFB 34
35 SPACE - PFFB SPACE - PFFB 36 W
J
37 SPACE - PFFB SPACE - PFFB 38
39 SPACE - PFFB SPACE - PFFB 40 Q
41 SPACE - PFFB SPACE - PFFB 42 W
SUB -TOTAL LOAD KW 0.2 1.5 0.2 SUB -TOTAL LOAD KW 2 1.2 0.5 U
TOTAL LOAD KW 2.2 2.7 0.7 ^
J
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U
W
J
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SHEET
3 12 -14 -12 PAF ADDENDUM NO. 3 - DATED 12/14/12 E=034
2 12 -11 -12 PAF ADDENDUM NO. 2 - DATED 12/11/12
NO. DATE BY REVISION DESCRIPTION SHT, 27 OF 54
PANEL LP901 BUS AMP 225A MIN. A.I.C. 10,000 MAIN BREAKER 175
MOUNTING SURFACE PHASE 3 WIRE 4 VOLTAGE 120/208
LOCATION ADMIN. BUILDING NEMA TYPE 1
BREAKER LOAD(
CKT
DESCRIPTION
WIRE
GND.
COND
COND
GND.
WIRE
LOAD
(KW)
BREAKER
DESCRIPTION
CKT
AMP
POLES
A
B
C
NO
SIZE
SIZE
SIZE
SIZE
SIZE
SIZE
NO
A
B
C
POLES
AMP
1
INTERIOR LIGHTS
20
1
0.7
2
12
12
3/4
3/4
12
12
2
0.9
1
20
RECEPTACLES
2
3
INTERIOR LIGHTS
20
1
0.9
2
12
12
3/4
3/4
12
12
2
0.9
1
20
RECEPTACLES
4
5
INTERIOR LIGHTS
20
1
0.6
2
12
12
3/4
3/4
12
12
2
0.72
1
20
RECEPTACLES
6
7
INTERIOR LIGHTS
20
1
0.6
2
12
12
3/4
3/4
12
12
2
0.54
1
20
RECEPTACLES
8
9
INTERIOR LIGHTS
20
1
0.9
2
12
12
3/4
3/4
12
12
2
0.72
1
20
RECEPTACLES
10
11
EXTERIOR LIGHTS
20
1
0.15
2
12
12
3/4
3/4
12
12
2
0.54
1
20
RECEPTACLES
12
13
TELECOM RECPTACLE
20
1
0.36
2
12
12
3/4
3/4
12
12
2
0.72
1
20
RECEPTACLES
14
15
EBCP -900
20
1
-
2
12
12
3/4
3/4
12
12
2
1.44
1
20
RECEPTACLES
16
17
SURVEILLANCE CAMERAS
15
1
0.18
2
12
12
3/4
3/4
12
12
2
0.18
1
20
CONF. RM. COUNTER RECPT.
18
19
SPARE
20
1
-
3/4
12
12
2
0.36
1
20
CONF. RM. COUNTER RECPT.
20
21
SPARE
20
1
-
3/4
12
12
2
0.18
1
20
MEN'S LOCKER RM
22
23
RP -1
15
1
1
2
12
12
3/4
3/4
12
12
2
0.18
1
20
WOMEN'S LOCKER RM
24
25
WATER HEATER
30
3
1.5
3
10
10
3/4
3/4
12
12
2
1.2
1
20
WATER COOLER
26
27
1.5
3/4
12
12
2
0.6
1
20
VENDING MACHINE
28
29
1.5
3/4
12
12
2
0.6
1
20
VENDING MACHINE
30
31
EVR -1
15
1
1.4
2
12
12
3/4
3/4
12
12
2
0.6
1
20
ICE MACHINE
32
33
VRV -1 TO 9
15
2
0.62
3
12
12
3/4
3/4
12
12
2
0.6
1
20
REFRIGERATOR
34
35
0.62
3/4
12
12
2
0.18
1
20
KITCHEN COUNTER RECPT.
36
37
OVRV -1
60
3
2.7
3
4
10
1
3/4
12
12
2
0.18
1
20
KITCHEN COUNTER RECPT.
38
39
2.7
1
10
4
3
5
2
60
RANGE
40
41
2.7
5
42
43
SPACE -PFFB
SPACE -PFFB
44
45
SPACE -PFFB
SPACE -PFFB
46
47
SPACE -PFFB
SPACE -PFFB
48
49
SPACE -PFFB
SPACE -PFFB
50
51
SPACE -PFFB
SPACE -PFFB
52
53
SPACE -PFFB
SPACE -PFFB
54
SUB -TOTAL LOAD KW
7.26
6.63
6.76
SUB -TOTAL LOAD KW
4.5
9.44
7.4
TOTAL LOAD KW
11.8
16.1
14.2

CAMERA SCHEDULE
PRODUCT
C -1
C -2
C -3
C -4
C -5
C -6
C -7
C -8
C -9
115
BASIS -OF- DESIGN PRODUCT
PELCO SPECTRA
HD SERIES
PELCO SPECTRA
HD SERIES
PELCO SPECTRA
HD SERIES
PELCO SPECTRA
HD SERIES
PELCO SPECTRA
HD SERIES
PELCO SPECTRA
HD SERIES
PELCO SPECTRA
HD SERIES
PELCO SPECTRA
HD SERIES
PELCO SPECTRA
HD SERIES
3�#6
TYPE
ZOOM
ZOOM
ZOOM
ZOOM
ZOOM
ZOOM
ZOOM
ZOOM
ZOOM
IRIS
f/1.6, AUTO
f/1.6, AUTO
f/1.6, AUTO
f/1.6, AUTO
f/1.6, AUTO
f/1.6, AUTO
f/1.6, AUTO
f/1.6, AUTO
f/1.6, AUTO
1
FOCAL LENGTH (MM)
4.7 -84.6
4.7 -84.6
4.7 -84.6
4.7 -84.6
4.7 -84.6
4.7 -84.6
4.7 -84.6
4.7 -84.6
4.7 -84.6
LENS
FORMAT SIZE (INCHES)
1/3
1/3
1/3
1/3
1/3
1/3
1/3
1/3
1/3
F8
MOUNT
-
-
-
-
-
-
-
-
-
3
ND FILTER
NO
NO
NO
NO
NO
NO
NO
NO
NO
FEATURES
SEE SPECS
SEE SPECS
SEE SPECS
SEE SPECS
SEE SPECS
SEE SPECS
SEE SPECS
SEE SPECS
SEE SPECS
115
LENS SPEED
-
-
-
-
-
-
-
-
-
3 -500 kcmil
REMARKS:
ADMIN. BLDG.
ADMIN. BLDG.
MAINT. BLDG.
MAINT. BLDG.
LAB BLDG.
GATE
OX. DITCH
FILTER BLDG.
FILTER BLDG.
PROVIDE SPARE 4" CONDUIT
BASIS -OF- DESIGN PRODUCT
PELCO SPECTRA
HD SERIES
PELCO SPECTRA
HD SERIES
PELCO SPECTRA
HD SERIES
PELCO SPECTRA
HD SERIES
PELCO SPECTRA
HD SERIES
PELCO SPECTRA
HD SERIES
PELCO SPECTRA
HD SERIES
PELCO SPECTRA
HD SERIES
PELCO SPECTRA
HD SERIES
3
POWER
120 VAC
120 VAC
120 VAC
120 VAC
120 VAC
120 VAC
120 VAC
120 VAC
120 VAC
-
IRIS CONTROL
DC
DC
DC
DC
DC
DC
DC
DC
DC
F19
PAN AND TILT
PTZ
PTZ
PTZ
PTZ
PTZ
PTZ
PTZ
PTZ
PTZ
CAMERA
MOTION DETECTION
NO
NO
NO
NO
NO
NO
NO
NO
NO
#8
SIGNAL /CABLE TYPE AND CONNECTOR TYPE,
INLINE SURGE SUPPRESSORS FOR ALL
CAT 6, UTP
CAT 6, UTP
CAT 6, UTP
CAT 6, UTP
CAT 6, UTP
CAT 6, UTP
CAT 6, UTP
CAT 6, UTP
CAT 6, UTP
35
TYPE
IP, COLOR
IP, COLOR
IP, COLOR
IP, COLOR
IP, COLOR
IP, COLOR
IP, COLOR
IP, COLOR
IP, COLOR
3 - #2
REMARKS:
-
-
-
-
-
-
-
-
-
BASIS -OF- DESIGN PRODUCT
-
-
-
- 2
-
#6
-
3 -
-
1
MOUNTING
WALL, CORNER
WALL, CORNER
WALL, CORNER
WALL, CORNER
5' POLE ON ROOF
15' POLE
HIGH MAST LIGHT POLE,
30 AFG
WALL, CORNER
WALL, CORNER
ENCLOSURE
TYPE
DOME
DOME
DOME
DOME
4
PROTECTIVE HOUSING
-
DOME
DOME
F30
HOUSING ACCESSORIES
HEATER
HEATER
HEATER
HEATER
HEATER
PROVIDE SPARE 4" CONDUIT
HEATER
HEATER
HEATER
2
ENVIRONMENT
EXTERIOR
EXTERIOR
EXTERIOR
EXTERIOR
EXTERIOR
EXTERIOR
EXTERIOR
EXTERIOR
EXTERIOR
#10
REMARKS:
-
-
-
-
-
-
-
-
-
F-
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3 12 -14 -12 PAF ADDENDUM NO. 3 - DATED 12/14/12 E=035
2 12 -11 -12 PAF ADDENDUM NO. 2 - DATED 12/11/12
NO. DATE BY REVISION DESCRIPTION SHT. 28 OF 54
Feeder Schedule
Mark
Ampacity at
75 deg C
No. of
Sets
Conduit
Size (in)
Conductors
Remarks
Line /Phase
Qty -Size
Neutral
Qty -Size
Equip.
Ground
F 1
115
1
1.5
3 - #2
-
#6
F2
65
1
1
3�#6
#6
#8
F3
150
1
1.5
3 -1 /0
-
#6
F4
115
1
1.5
3 - #2
#2
#6
F5
50
1
.75
3�#8
-
#8
F6
150
1
1.5
3 -1 /0
-
#6
F8
310
1
3
350 kcmil
-
#4
F9
310
1
3
350 kcmil
-
#4
F11
175
1
2
3 -2/0
2/0
#6
F 12
115
1
1.5
3 - #2
#2
#6
F13
1520
4
4
3 -500 kcmil
-
4/0
F14
1520
4
4
3 -500 kcmil
-
PROVIDE SPARE 4" CONDUIT
F15
690
3
3
3-4/0
-
#1
F16
690
3
3
3-4/0
-
#1
3
F17
690
3
3
3-4/0
-
#1
F18
690
3
3
3-4/0
-
#1
F19
65
1
1
3�#6
#6
F20
35
1
1
3 - #10
#10
F21
65
1
1
3�#4
-
#8
F22
65
1
1
3�#6
#6
#8
F23
35
1
1
3 - #10
#10
F24
115
1
1.5
3 - #2
-
#6
F25
115
1
1.5
3 - #2
-
#6
F26
115
1
1.5
3 - #2
-
#6
F27
380
1
4
3 -500 kcmil
-
#3
F28
380
1
4
3 -500 kcmil
-
#3
PROVIDE SPARE 4" CONDUIT
F29
760
2
4
3 -500 kcmil
-
1/0
F30
760
2
4
3 -500 kcmil
-
1/0
PROVIDE SPARE 4" CONDUIT
F31
115
1
2
3 - #2
#2
#8
F32
35
1
1
3 - #10
#10
F33
225
1
3
3-4/0
-
#6
F34
225
1
3
3-4/0
-
#6
F35
225
1
3
3-4/0
-
#6
F36
760
2
4
3 -500 kcmil
-
1/0
F37
760
2
4
3 -500 kcmil
-
1/0
F38
230
1
2
3-4/0
-
#4
F39
230
1
2
3-4/0
-
#4
F40
115
1
1.5
3 - #2
#2
#6
F41
50
1
.75
3�#8
-
#8
F42
310
1
3
3 -350 kcmil
-
#4
F43
310
1
3
3 -350 kcmil
-
#4
F44
310
1
3
3 -350 kcmil
-
#4
F45
2010
6
4
3 -400 kcmil
-
250
F46
2010
6
4
3 -400 kcmil
-
250
F47
2010
6
4
3 -400 kcmil
-
250
F48
2010
6
4
3 -400 kcmil
-
-
F49
2010
6
4
3 -400 kcmil
-
-
F50
65
1
1
3�#6
-
3
F51
50
1
.75
3�#8
-
F52
115
1
1.5
3 - #2
-
#6
F53
115
1
1.5
3 - #2
-
#6
F54
115
1
3 3 - #2
-
#6
F55
380
1
4
3 -500 kcmil
-
#3
F56
380
1
4
3 -500 kcmil
-
#3
F57
50
1
3�#8
#10
F58
50
1
1
3�#8
-
#10

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3 12 -14 -12 PAF ADDENDUM NO. 3 - DATED 12/14/12 E=036
NO. DATE BY REVISION DESCRIPTION SEAT, 29 OF 54
DISTRIBUTION PANEL SCHEDULE
DESIGNATION
PROTECTIVE DEVICE
FEEDER
MAIN BUS VOLTAGE
ARRANGEMENT
CAPACITY
NO.
CB
FRAME
A�,IpS
NO.
POLES
TRIP
(AMPS)
SERVICE
REMARKS
NO. OF
SETS
WIRE
QTY. /SET
CONDUCTOR SIZE
AWG OR KCMIL
GROUND SIZE
PER SET
CONDUIT SIZE
PER SET
1
400
3
300
1
3
350
4
3
SW -900
SWB -IA *
2
400
3
300
1
3
350
4
3
MCC -101
3
400
3
400
3
3
4/O
4
3
PANEL PDP -92
480 V
4
600
3
600
3
3
4/O
1
3
EXIST SWB -NI
3P, +GRD.
5
1200
3
1000
4
3
500
4/O
4
SWB -2A
2000 AMPS
6
400
3
400
1
3
500
3
3
MCC-FBI
7
2000 A MAIN
8
CIRCUIT BKR.
9
SERVICE RATED
10
11
SERVICE FROM
12
TRANSFORMER
13
NEMA 3R ENCLOSURE
14
NEMA 1 ENCLOSURE
15
LOCATION
16
MAINT BLDG
17
18
MIN. A.I.C.
19
65,000
20
DISTRIBUTION PANEL SCHEDULE
DESIGNATION
PROTECTIVE DEVICE
FEEDER
MAIN BUS VOLTAGE
ARRANGEMENT
CAPACITY
NO.
CB
FRAME
(AMPS)
NO.
POLES
TRIP
(AMPS)
SERVICE
REMARKS
NO. OF
SETS
WIRE
QTY. /SET
CONDUCTOR SIZE
AWG OR KCMIL
GROUND SIZE
PER SET
CONDUIT SIZE
PER SET
1
400
3
300
1
3
350
4
3
SW -900
SWB -IB *
2
400
3
300
1
3
350
4
3
MCC -102
3
400
3
400
3
3
4/O
4
3
PANEL PDP -92
480 V
4
600
3
600
3
3
4/O
1
3
EXIST SWB -El
3P, +GRD.
5
1600
3
1000
4
3
500
4/O
4
SWB -2B
2000 AMPS
6
400
3
400
1
3
500
3
3
MCC -FB2
7
2000 A MAIN
8
CIRCUIT BKR.
9
SERVICE RATED
10
11
SERVICE FROM
12
TRANSFORMER
13
NEMA 3R ENCLOSURE
14
NEMA 1 ENCLOSURE
15
LOCATION
16
MAINT BLDG
17
18
MIN. A.I.C.
19
65,000
20
DISTRIBUTION PANEL SCHEDULE
DESIGNATION
PROTECTIVE DEVICE
FEEDER
MAIN BUS VOLTAGE
ARRANGEMENT
CAPACITY
NO.
CB
FRAME
A�,IpS
NO.
POLES
TRIP
(AMPS)
SERVICE
REMARKS
NO. OF
SETS
WIRE
QTY. /SET
CONDUCTOR SIZE
AWG OR KCMIL
GROUND SIZE
PER SET
CONDUIT SIZE
PER SET
L
600
3
500
2
3
500
UO
4
MOO -501
SWB -2A
2
400
3
225
1
3
4/O
4
2
MCC -401
3
800
3
500
2
3
500
1/O
4
MCC -201
480 V
4
3P +GRD.
5
1600 AMPS
6
7
1600 A MAIN
8
MLO
9
SERVICE RATED
10
11
FROM SWB -LA
12
13
NEMA 3R ENCLOSURE
14
15
LOCATION
16
YARD
17
18
MIN. A.I.C.
19
42,000
20
DISTRIBUTION PANEL SCHEDULE
DESIGNATION
PROTECTIVE DEVICE
FEEDER
MAIN BUS VOLTAGE
ARRANGEMENT
CAPACITY
NO.
CB
FRAME
(AMPS)
NO.
POLES
TRIP
(AMPS)
SERVICE
REMARKS
NO. OF
SETS
WIRE
QTY. /SET
CONDUCTOR SIZE
AWG OR KCMIL
GROUND SIZE
PER SET
CONDUIT SIZE
PER SET
1
600
3
500
2
3
500
UO
4
MCC -502
SWB -2B
2
400
3
225
1
3
4/O
4
2
MCC -402
3
800
3
500
2
3
500
1/O
4
MCC -202
480 V
4
3P +GRD.
5
1600 AMPS
6
7
1600 A MAIN
8
MLO
9
SERVICE RATED
10
11
FROM SWB -2A
12
13
NEMA 3R ENCLOSURE
14
15
LOCATION
16
YARD
17
18
MIN. A.I.C.
19
42,000
20

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DUCTBANK B —B
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DUCTBANK C —C
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DUCTBANK D —D
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DUCTBANK G —G
DUCTBANK H —H
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DUCTBANK I —I
DUCTBANK J —J
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DUCTBANK K —K
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DUCTBANK J —J
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DUCTBANK K —K
DUCTBANK L —L
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2" SP 2" FO
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DUCTBANK L —L
DUCTBANK M —M
DUCTBANK DETAILS
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DUCTBANK O —O
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DUCTBANK P —P
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2" FO
2" SP 2" FO
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DUCTBANK O —O
16"
F39 F38
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DUCTBANK P —P
16"
DUCTBANK R —R
16"
2" SP 2" FO
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DUCTBANK Q —Q
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2" FO
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TYPICAL FOR
EACH SERVICE
UTILITY SUPPLY
TRANSFORMER
I I
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GROUNDED SYSTEM
CONDUCTOR _ _ -
(#6 CU THWN IN 1" C.)
MAIN SERVICE
GROUNDING 1
RESISTOR CABINET
GROUNDING ELECTRODE L MAIN
CONDUCTOR (3/0 CU) NO. 3
GROUNDING
ELECTRODE
EQUIPMENT BONDING
JUMPER (3/0 CU)
EQUIPMENT BONDING
JUMPER (3/0 CU)
MAIN r - - 1 MAIN r -
NO. 11 1 NO. 21
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RESISTOR 1
GROUNDING
ELECTRODE -
I
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NOTE 1: PROVIDE AND TEST GROUNDING RESISTOR FOR EXISTING EMERGENCY
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SERVICE & GENERATORS GROUNDING DETAIL
NOT TO SCALE
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12" TYP.
1' -0" THICK LAYER COARSE AGGREGATE
(AASHTO NO. 8 OR NO. 57)
ELECTRICAL EQUIPMENT RACK
NOT TO SCALE
3 12 -14 -12 PAF
NO. DATE BY
YO GALVANIZED SCHEDULE
40 PIPE WITH GALVANIZED
STEEL PIPE CAP, FILL WITH
CONCRETE
SST UNISTRUT (LOCATE
AS REQUIRED FOR
EQUIPMENT MOUNTING)
4" MIN. ALL SIDES
FINISHED GRADE
GROUNDING ELECTRODE
CONDUCTOR (3/0 CU)
GROUNDING
ELECTRODE
ADDENDUM NO. 3 - DATED 12/14/12
REVISION DESCRIPTION
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RESISTOR CABINET
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(AASHTO NO. 8 OR NO. 57)
ELECTRICAL EQUIPMENT RACK
NOT TO SCALE
3 12 -14 -12 PAF
NO. DATE BY
YO GALVANIZED SCHEDULE
40 PIPE WITH GALVANIZED
STEEL PIPE CAP, FILL WITH
CONCRETE
SST UNISTRUT (LOCATE
AS REQUIRED FOR
EQUIPMENT MOUNTING)
4" MIN. ALL SIDES
FINISHED GRADE
GROUNDING ELECTRODE
CONDUCTOR (3/0 CU)
GROUNDING
ELECTRODE
ADDENDUM NO. 3 - DATED 12/14/12
REVISION DESCRIPTION
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FOUNDATION
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NOES TO SPECIFIER:
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1. QTY OF PENETRATIONS AS REQ'D FOR CONDUITS TO
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BE INSTALLED.
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TYPICAL UNDERGROUND FOUNDATION
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WALL PENETRATION
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PROVIDE 6 AWG. 1/2- C TO "MDP."
GROUNDING
MOUNT 4' X 8' X 3/4"
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RACEWAY GROUND
PROVIDE LUG ON
EXTERIOR OF "MDP." CONNECT
4 X 8 X 3/4 PLYWOOD
BACKBOARD
PLYWOOD SECURELY TO WALL
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INSULATED BUSHING
WITH GROUND LUG
CONDUCTOR TO LUG.
EACH SIDE AND EDGES WITH
CIO
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TWO COATS OF FIRE
7S
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PROVIDE 15' -0" OF
RETARDANT GRAY PAINT.
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k. SLACK CONDUCTOR.
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COORDINATE STUB UP
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REQUIREMENTS
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ENTRANCE CONDUITS FROM DUCT BANK
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POINT OF
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AS SHOWN ON SITE PLAN. PLACE AT
DEMARCATION
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LEFT SIDE OF PLYWOOD, 4” ABOVE
ORANGE
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off
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4" FROM WALOLR PROVIDE SEAL-OFF
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FRONT
SEAL OTHER CONDUIT WITH OWNER'S
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SCHEDULE 40 PVC
CONSENT ONCE PERMANENT SERVICE
HAS BEEN ESTABLISHED. PROVIDE PULL
8.5” X
3/8°
CORD IN EACH CONDUIT.
20"
SBT CONVENIENCE OUTLET
EQMT CAN BE AT BOTTOM
50" 17"
CORNER OF PLYWOOD
AS SHOWN OR WITHIN 6"
OF PLYWOOD.
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84"
RIGID GALVANIZED
TO PVC ADAPTOR STEEL CONDUIT
FINISHED FLOOR
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NOES
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1. THIS DETAIL APPLIES TO ALL UNDERGROUND CONDUITS WHERE PVC IS UTILIZED. PVC SHALL NOT BE
EXTENDED ABOVE GRADE UNLESS SPECIFICALLY APPROVED.
co----------------
GROUND LINE
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TYPICAL CONDUIT STUB UP
TYPICAL
TELEPHONE BACKGROUND
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NOT TO SCALE
NOT TO SCALE
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DUKE POWER CO.
—I
SERVICE BONDING
FILL PIPE WITH CLASS "A"
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750 -1500 KVA SIZE
SERVICE ENCLOSURE JUMPER (NEC 250 -94)
CONCRETE AND PROVIDE WASH
STEEL COLUMN
AT TOP OF PIPE
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SERVICE GROUNDING N • G
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TRANSFORMER PAD DETAIL
ELECTRODE CONDUCTOR BOND JUMPER
CADWLED TYPE "VS" GROUND
USE 4" GALVANIZED RIGID
NOT TO SCALE
CART# CONNECTION MOLD# VSC -2G
STEEL PIPE
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MARKINGS PER MET ED
REQUIREMENTS
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METAL CONDUIT BOND BUSHING ON CONDUIT
(NEC 250 -64e)
1" CONDUIT GROUNDING HUB
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REPAIR TO FINISH GRADE
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UNSPLICED SERVICE GROUNDING ELECTRODE
W /IN -KIND PAVING MATERIALS
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CONDUCTOR RUN TO
FOR PAVED AREAS.
1. METALLIC COLD WATER PIPE
TOP OF FINISHED
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STEEL CONDUIT
2. STEEL FRAME OF BUILDING.
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FLOOR OR GRADE
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CONDUIT (NEC 250 -64e)
1" RIGID STEEL CONDUIT
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40 MIL P.V.C. COATED
FINISHED FLOOR''
PVC TO STEEL ADAPTER
SERVICE GROUNDING
#2/0 AWG STRANDED BARE
ELECTRODE CONDUCTOR
COPPER GROUND WIRE, TYPICAL
FOR BUILDING STEEL TAP
M ANCHOR POST IN CLASS "A"
CONCRETE
\__#4/0
BARE COPPER GROUND
DIG HOLE APPROX 16" DIA.
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LOOP AS SHOWN ON PLAN
FILL WITH CONCRETE TO WITHIN
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METALLIC WATER PIPE
A FEW INCHES OF SURFACE,
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BURNDY TYPE "GAR" CLAMP
WEB GROUND FLANGE GROUND
FINISH US ING APPROPRIATE
OR APPROVED EQUAL
MATERIAL
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SERVICE ENTRANCE EQUIPMENT GROUNDING
STEEL COLUMN GROUNDING
DETAIL
BOLLARD DETAIL
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NOT TO SCALE
3' -0"
NOT TO SCALE
NOT TO SCALE
PVC CONDUIT
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30" BELOW GRADE (TYP)
PVC TO
STEEL CONDUIT CONVERSION DETAIL
NOT TO SCALE
CONNECTION TO
BUILDING STEEL VIA
THOMPSON NO. 28R
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STEEL COLUMN
LISTED CONNECTION
28/14 CU. DOWNLEAD
BOLT OR OTHER APPROVED FASTENING
CONDUCTOR
DEVICE TO SECURE CHANNEL TO JOISTS.
3/4 " X 10'
FINISHED GRADE
COPPER CLAD
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STEEL ROD
SECTIONS
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STEEL CHANNEL
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TYPE "TA" - CADWELD
BAR JOIST
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COUPLING (TYP)
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1/4- ALL THREAD ROD
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90 DEG. STANDARD
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RADIUS ELBOW DO NOT
BEND CONDUIT
#4/0 CU.
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ALL THREAD
3/4" PVC CONDUIT (MINIMUM)
GROUND
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LOOP
EQUIPMENT GROUNDING
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CONDUCTOR #2/0 BARE
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CU. UNLESS NOTED
4" SQUARE BOX
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OTHERWISE
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GROUND LOOP
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NOT TO SCALE
SHEET
1/4" PAN HEAD BOLT WITH WASHER THRU
CENTER KNOCKOUT
E=041
CEILING BOX SUPPORT DETAIL
GROUND WIRE INSTALLATION AT STEEL COLUMN
NOT TO SCALE
NOT TO SCALE
SHT. 30 OF 52
NO.
DATE
BY
REVISION DESCRIPTION

SENSOR CABLE
—H--6
TYP ALL
SIDES
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NOTE: THE DISCONNECT SWITCH /JUNCTION BOX HAS
II
WALL MOUNTING
TURNBUCKLE (TYP)
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BEEN SHOWN FOR REFERENCE ONLY AND IS TO BE
BRACKET
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SUPPLIED AND INSTALLED BY THE E.C. I I
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TOP OF WALL
ATTACH SNAP HOOK
INTO CENTER SLOT
— — — — — —
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--
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"OF
TOP OF WALL
L-----
WALL BRACKET
- - -- – PULLING IRON
--
U –BOLT (2) WILL REST ON
TOP OF STOP PLATE
ADHESIVE ANCHORS (3)
PER PLATE
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A
00
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MOORING CABLE
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INSIDE DIMENSION 7'X7'X7'H
MINIMUM, LARGER AS
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SENSOR CABLE
REQUIRED BY CODE
N
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PLAN VIEW
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♦ ♦ ♦ ♦
0 0
STOP PLATE
STOP PLATE
3' -0" MANHOLE FRAME &
FINISHED GRADE COVER
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PRESSURE TRANSDUCER
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PRESSURE TRANSDUCER ASSEMBLY
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CONCRETE
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< 14
STAINLESS STEEL
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�"
AIRCRAFT CABLE SUPPLIED
AS
FIELD NCUTTINGLENGTH FOR
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REF
ANCHOR BRACKET
CABLE CLIP (TYP)
30 "X30 "X30" FRENCH DRAIN FILTER
STAINLESS STEEL
FABRIC ALL SIDES TOP & BOTTOM
PRESSURE
ALLOW 6" MIN SOLID EARTH I
3/4 "X10' COPPERCLAD GROUND
e
TRANSDUCER
BETWWEN GRD ROD & DRAIN BASIN
ROD –SEE NOTE 1
THIMBLE
ASSEMBLY
" n STAINLESS STEEL
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SEEAILNCHOR
MOORING CABLE (2)
SECTION A -A
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ELECTRICAL MANHOLE NOTES:
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1. A 3/4" X 10' -0" GROUND ROD WITH 6" OF THE ROD EXTENDING ABOVE FLOOR OF MANHOLE SHALL BE
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INSTALLED IN CORNER OF EACH MANHOLE WITH ALL METAL MATERIALS BONDED
THERE TO, AND ALL GROUND
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a . X" ADHESIVE ANCHOR WITH
PRESSURE TRANSDUCER SIDE VIEW PRESSURE TRANSDUCER
FRONT VIEW
WIRES BONDED THERE TO.
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2. MANHOLE FRAME TO BE BOLTED INTO PLACE WITH TWO 3/4" DIA. BOLTS AND FLAT WASHERS.
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a
3. ALL REINFORCING STEEL SHALL BE #5 AT 12" CENTERS UNLESS OTHERWISE
NOTED.
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4. FINISHED GRADE SHALL BE FLUSH WITH THE TOP OF THE COVER ON MANHOLE FRAME AND COVER.
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SUSPENSION CABLE ANCHOR DETAIL
PRESSURE TRANSDUCER
MANHOLE DETAIL
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
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BUILDING WALL
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PREFERRED
DISCONNECT SWITCH
111
INSTALLATION
G.C. TO FABRICATE BRACKET AND
TO TRANSMITTER, CABLE
10" SUPPORT SYSTEM, MATERIAL
ALUMINUM, FASTENING MATERIAL
—
VERTICAL
UPWARD
SUPPLIED BY
MANUFACTURER.
SHALL BE STAINLESS STEEL.
PUMP CABLE
FLOW SLOPING
STAINLESS STEEL
UPWARD
MESH
4 FLOW
ULTRASONIC OPEN CHANNEL FLOW
TO TRANSMITTER
2" SCH 40 PIPE, LENGTH
REFLECTOR TO BE PROVIDED
WITH OPTIONAL FLANGE
PUMP OPENING
ALUMINUM COVER
TRANSMITTER WITH TRANSDUCER/
AS REQUIRED
MOUNTING. REFLECTOR BY E.C.
MEGAPHONE
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FIBERGLASS PARSHALL FLUME
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CONCRETE CHANNEL
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PUMP CABLE TO BE
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STRAIN RELIEFED TO
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CONCRETE FLOOR
p p U p U
DECKING
ACCEPTABLE
SEE DETAIL
OBRIEN MODEL "WT" OR EQUAL
iD
INSTALLATION
THIS SHEET
WITH LIMITATIONS
FLOW
FLUME
G.C. TO BOLT TO C CHANNEL, DRILL
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UPSTREAM DOWNSTREAM
HOLES AND INSTALL S.S. BOLTS,
- - --
BUILDING WALL
V J
WASHERS, NUTS AS REQUIRED, 4
MINIMUM STRAIGHT PIPE MINIMUM STRAIGHT PIPE
PLACES
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RUN RUN
DISCONNECT SWITCH
MAGNETIC FLOWMETER PROVIDED BY
ELECTRICAL CONTRACTOR FLOW DIRECTION
-
i ARROW
ELECTRICAL CONDUIT BY STAINLESS STEEL
ELECTRICAL CONTRACTOR HARDWARE BY G.C.
POINT OF MEASUREMENT IS 2/3 OF
OF THE WAY BACK ON
PUMP CABLES
0
CONTRACTING SECTION OF
H.W.L.
FLUME
STAINLESS STEEL
C6x3.63 BY G.C.
ULTRASONIC OPEN CHANNEL FLOW
MESH
TRANSMITTER WITH
FLOW
6 1
C6x3.63 CHANNEL BY G.C.
REFERENCE SHEET OF PROCESS
TRANSDUCER /MEGAPHONE.
CONCRETE FLOOR
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DECKING
DRAWINGS
BONDING WIRE BY E.C.
PLAN
TRANSDUCER BRACKET DETAIL
TO ELECTRICAL POWER
GROUND HORIZONTAL FLOW TO
PUMP CABLES
ALUMINUM COVER
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LEFT OR RIGHT
CONCRETE CHANNEL
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NOTES TO SPECIFIER:
1. METER PIPE MUST BE FULL. IF METER IS IN GRAVITY FED VERTICAL PIPE RUN,
NOTES TO SPECIFIER:
1. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL INSTRUMENTATION.
FLOW SHOULD BE UPWARD.
2. METER MUST BE ORIENTED IN ACCORDANCE WITH FLOW DIRECTION.
2. GENERAL CONTRACTOR SHALL INSTALL PARSHALL FLUME, AND SUPPORT PIPING FOR TRANSDUCER AND ALL
PUMP CABLE INSTALLATION DETAIL
3. WHEN REQUIRED, FLOW CONTROL VALVE MUST BE LOCATED DOWNSTREAM OF
APPURTENANCES AS REQUIRED.
3. GENERAL CONTRACTOR SHALL INSTALL TRANSDUCER; INTERCONNECTING CABLE, AND TRANSMITTER WIRED BY
NOT
TO SCALE
SHEET
MAGNETIC FLOWMETER.
E.C. COORDINATE WITH DIV. 17 AND E.C.
E=042
MAGNETIC FLOWMETER INSTALLATION DETAIL
PARSHALL FLUME FLOW METER
NOT TO SCALE
SHT. 31 OF 52
NOT TO SCALE
NO.
DATE
BY
REVISION DESCRIPTION

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10
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3
v,
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INSTALL QUANTITIES OF
JUNCTION BOX,
DISCONNECT SWITCH OF
STARTER AS INDICATED
1-1/2" x 1-1/2"
STAINLESS STEEL
CHANNEL
CONDUIT TO
PANELBOARD
FLEXIBLE CONDUIT OR MFR.
CABLE TO EQUIPMENT
TANK WALL
GRADE
ELEVATION
CONDUIT TO
PANELBOARD OR MCC
`- 1 -1/2" x 1 -1/2"
STAINLESS STEEL
CHANNEL
TANK WALL
GRADE
SIDE ELEVATION
ELECTRICAL EQUIPMENT RACK MOUNTING DETAIL
NOT TO SCALE
4/0 BARE GRD
CONDUCTOR
BETWEEN RODS
(TYP)
INSULATED GROUND
WIRE TO PANELBOARD
IN RGS CONDUIT
GROUNDING
BUSHING
#4 AWG GROUND WIRE
RAIN HOOD REQUIRED FOR OUTDOOR ROUND OFF EXPOSED CORNERS OF
APPLICATION UNISTRU-
UNDISTURBED
ROCK OR SOIL AX
3" 3„ 3" O
MIN. MIN. MIN.
NOTES:
V) 1. ALL TRENCHING, BEDDING, AND BACKFILLING BY THE ELECTRICAL CONTRACTOR.
2. ELECTRICAL CONDUIT AND CONDUCTORS SHALL BE INSTALLED BY THE ELECTRICAL CONTRACTOR. En
3. ELECTRICAL CONTRACTOR TO RESTORE SITE TO EXISTING CONDITION. ?
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TYPICAL SITE ELECTRICAL TRENCH DETAIL
NOT TO SCALE
30' MIN (TYP)
SECURE INSTR TO UNISTRUT
W/11/4 SST UNISTRUT BOLTS
AND NUTS
INSTRUMENT
1 i i i i TOP HANDRAIL
HANDF
EXOTHERMIC WELD
FINISHED GRADE
CONNECTION (TYP)
x ii ii BOTTOM HANDRAIL
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2 -1 5/8 "x 1 5/8" UNISTRUT SST, LEN
AS REQD, SPACE TO SUIT INSTR MTG
00 REQUIREMENTS. SECURE TO HANDRAIL
BOT W/4 SST PIPE STRAPS, 1/4" SST
UNISTRUT BOLTS & NUTS
i
3/4" x 10' -0"
COPPERCLAD
STEEL GRD ROD
(TYP)
GROUNDING COUNTERPOISE DETAIL
�0 1
FINISHED GRADE
ELEVATION VARIES
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10 #5 BARS 0 12" O.C. 2" CLEAR
EACH WAY
#6 BARS 0 12"
O.C. EACH WAY
3' -3"
PLAN OF TOP
ANCHOR BOLTS
SIZE AND NUMBER
BY POLE SUPPLIER
12 #9 BENT DOWELS
#5 TIES 0 12" O.C.
ANCHOR BOLTS
3' -6"
TYPICAL SECTION
3' -3"
NOTE:
DIMENSIONS SHOWN AS (t) BASED ON LENGTH
OF ANCHOR BOLTS EQUAL TO 7' -0" DIMENSIONS
SHALL BE REVISED IF NEEDED TO SUIT THE
ANCHOR BOLT LENGTH.
FOUNDATION DETAIL FOR
AREA LIGHT TYPE'R'
NOT TO SCALE
3" CLEAR
TYPICAL HANDRAIL MOUNTING FOR
CASE MOUNTED INSTRUMENTS
NOT TO SCALE
1 3/8" UNISTRUT
WITH 3/8" SPRING
NUT INSTALLED IN
VOID OF ROOF DECK
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STIFFENER
BRACE
(TYP. FOR 2)
1/2"x2" STAINLESS
STEEL FASTENERS
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SUPPORT JOIST
1/2" THREADED ROD TO
STRUCTURAL ROOF MEMBERS
(TYP. FOR 2)
CROSS BRACE MIN. 1
1/2"x3/16"< STEEL
\—NEOPRENE MAT UNDER
TRANSFORMER MOUNTING RAIL
NOTES:
1. FRAME TO BE MINIMUM 2 "x2 "x1 1/4 "<.
2. FULL WELD AT ALL JOINTS.
3. EPDXY ENAMEL PAINT ASSEMBLY PRIOR TO INSTALLATION.
TYPICAL WALL MOUNTED TRANSFORMER
SUPPORT FOR UP TO 50KVA UNITS
NOT TO SCALE
3m
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#3 TYPICAL 0 12" TOP
AND BOTTOM.
SAWCUT AND SEAL
PAVEMENT
BOTTOM OF SUBGRADE
COMPACTED BACKFILL
METALLIC IDENTIFICATION
TAPE
:4 a 3000 PSI CONCRETE
d #4 CONTINUOUS EACH CORNER &
p CENTER, EACH SIDE TOP & BOTTOM.
d. TIE ALL R -BARS TOGETHER EACH
A JOINT & EACH CORNER AND ALL
N Z STIRUPS.
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4" PVC CONDUIT (TYP.)
2� CAN
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3" MIN. 3 j "MIN. \�\ \ \// "_, +- • 13 _ c)
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INCORPORATION OF z LLJ
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TYPICAL CONCRETE ENCASED DUCTBANK w 0
UNDER PAVEMENT DETAIL uj
NOT TO SCALE >�
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IN -USE WEATHERPROOF COVER, U
CARLON MODEL 'EQUDVCRN' w Q O
HAND RAILING 0 ILL
STAINLESS STEEL BACKPLATE; z
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SIZE AS REQUIRED w
DUPLEX RECEPTACLE
STAINLESS STEE (MOUNTED 30" A.F.F.)
U -BOLTS rK> I
III — III —III III = III —III —I
III =1 1 =1 = I -I I
SUITABLE BACKFILL
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-I I -_ -_ -_ 1 =1
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III -I I —I I —I I= � I —I —
Ell I -I I I -I I I- 111= 111 =111 =1
ELECTRICAL WARNING TAPE
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1 11=1 11=1 11=1 11=1 11=1 11=1 I I
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COMPACTED GRAVEL
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SCHEDULE 40 PVC
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CONDUITS. NUMBER OF
CONDUITS AS INDICATED ON
0 °0 ° °0 ° °0
DRAWING
RAIN HOOD REQUIRED FOR OUTDOOR ROUND OFF EXPOSED CORNERS OF
APPLICATION UNISTRU-
UNDISTURBED
ROCK OR SOIL AX
3" 3„ 3" O
MIN. MIN. MIN.
NOTES:
V) 1. ALL TRENCHING, BEDDING, AND BACKFILLING BY THE ELECTRICAL CONTRACTOR.
2. ELECTRICAL CONDUIT AND CONDUCTORS SHALL BE INSTALLED BY THE ELECTRICAL CONTRACTOR. En
3. ELECTRICAL CONTRACTOR TO RESTORE SITE TO EXISTING CONDITION. ?
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TYPICAL SITE ELECTRICAL TRENCH DETAIL
NOT TO SCALE
30' MIN (TYP)
SECURE INSTR TO UNISTRUT
W/11/4 SST UNISTRUT BOLTS
AND NUTS
INSTRUMENT
1 i i i i TOP HANDRAIL
HANDF
EXOTHERMIC WELD
FINISHED GRADE
CONNECTION (TYP)
x ii ii BOTTOM HANDRAIL
a
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2 -1 5/8 "x 1 5/8" UNISTRUT SST, LEN
AS REQD, SPACE TO SUIT INSTR MTG
00 REQUIREMENTS. SECURE TO HANDRAIL
BOT W/4 SST PIPE STRAPS, 1/4" SST
UNISTRUT BOLTS & NUTS
i
3/4" x 10' -0"
COPPERCLAD
STEEL GRD ROD
(TYP)
GROUNDING COUNTERPOISE DETAIL
�0 1
FINISHED GRADE
ELEVATION VARIES
a
w
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10 #5 BARS 0 12" O.C. 2" CLEAR
EACH WAY
#6 BARS 0 12"
O.C. EACH WAY
3' -3"
PLAN OF TOP
ANCHOR BOLTS
SIZE AND NUMBER
BY POLE SUPPLIER
12 #9 BENT DOWELS
#5 TIES 0 12" O.C.
ANCHOR BOLTS
3' -6"
TYPICAL SECTION
3' -3"
NOTE:
DIMENSIONS SHOWN AS (t) BASED ON LENGTH
OF ANCHOR BOLTS EQUAL TO 7' -0" DIMENSIONS
SHALL BE REVISED IF NEEDED TO SUIT THE
ANCHOR BOLT LENGTH.
FOUNDATION DETAIL FOR
AREA LIGHT TYPE'R'
NOT TO SCALE
3" CLEAR
TYPICAL HANDRAIL MOUNTING FOR
CASE MOUNTED INSTRUMENTS
NOT TO SCALE
1 3/8" UNISTRUT
WITH 3/8" SPRING
NUT INSTALLED IN
VOID OF ROOF DECK
I
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72,
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STIFFENER
BRACE
(TYP. FOR 2)
1/2"x2" STAINLESS
STEEL FASTENERS
i
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SUPPORT JOIST
1/2" THREADED ROD TO
STRUCTURAL ROOF MEMBERS
(TYP. FOR 2)
CROSS BRACE MIN. 1
1/2"x3/16"< STEEL
\—NEOPRENE MAT UNDER
TRANSFORMER MOUNTING RAIL
NOTES:
1. FRAME TO BE MINIMUM 2 "x2 "x1 1/4 "<.
2. FULL WELD AT ALL JOINTS.
3. EPDXY ENAMEL PAINT ASSEMBLY PRIOR TO INSTALLATION.
TYPICAL WALL MOUNTED TRANSFORMER
SUPPORT FOR UP TO 50KVA UNITS
NOT TO SCALE
3m
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ADDENDUM NO. 2 - DATED 12/11/12
REVISION DESCRIPTION
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3 12 -14 -12 1 PAF
NO. DATE BY
DRAWING NOTES:
O1 DISCONNECT SWITCHES FOR PUMPS TO BE MOUNTED ON RACK AT
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TO SUPPORTED WITH STAINLESS STEEL CABLE GRIPS, STRAIN RELIEF
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LOCATION. ALL EQUIPMENT, MATERIALS AND INSTALLATION PRACTICES
SHALL MEET ALL APPLICABLE CODES.
FOR CONTINUATION
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REVISION DESCRIPTION
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O4 DISCONNECT SWITCH FOR HOIST AND TROLLEY TO BE RATED 480V,
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SHALL MEET ALL APPLICABLE CODES.
FOR CONTINUATION
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INSTRUMENT IDENTIFICATION TABLE
ISA -S5.1 -1984
(1) USER'S CHOICE
(2) WHEN USED, SYMBOL OR SIGNAL LINE IS INDICATED.
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DIGITAL SYSTEMS INTERFACE SYMBOLS
NOTE:
REFER TO DETAILED SYSTEM SPECIFICATIONS FOR
FUNCTIONAL DESCRIPTION. ALSO SE 1/0 SCHEDULES
FOR COMPLETE INPUT AND OUTPUT LISTINGS.
COMPUTER OR DISTRIBUTED CONTROL
SYSTEM FUNCTION BLOCK.
LETTERS, TAG NUMBERS, ABBREVIATIONS AND
OTHER ANNOTATIONS ARE SIMILAR TO THE
GENERAL INSTRUMENT LEGEND
PROGRAMMABLE LOGIC CONTROLLER
CB SYSTEM FUNCTION BLOCK
3
..CB" NUMBER REFERS TO SOFTWARE CONTROL
BLOCK DESCRIPTION IN THE SPECIFICATIONS
DIGITAL SYSTEM 1/0 INTERFACE
DIRECTION OF ARROW DENOTES
WHETHER INPUT OR OUTPUT
02 DISCRETE 1/0
-2 ANALOG 1/0
I
SYSTEM REFERENCE NUMBER,
AS FOLLOWS:
1=
2=
3=
3A=
3B=
GENERAL INSTRUMENT SYMBOLS
0
e
0
0
FIELD MOUNTED INSTRUMENT
INSTRUMENT MOUNTED ON FACE OR PANEL
INSTRUMENT MOUNTED BEHIND OR INSIDE
OF PANEL
GENERAL NOTES
1. IN GENERAL, THE P &ID SYMBOLS AND DEVICE INDENTIFICATIONS ARE
BASE ON INSTRUMENT SOCIETY OF AMERICA, STANDARD PRACTICE
ISA -S5.1 (1988). SOME MODIFICATIONS, ADDITIONS AND ALTERATIONS
HAVE BEEN MADE AS NEEDED TO ACCOMMODATE THE PROJECT
REQUIREMENTS.
2. ADDITIONAL CONTROL AND INTERLOCK REQUIREMENTS WHICH CAN BE
MORE CLEARLY ILLUSTRATED ON SCHEMATIC DRAWINGS SUCH AS
EQUIPMENT ISOLATION VALVES, BYPASS LINES, ETC., WHICH ARE NOT
CRITICAL FOR AN UNDERSTANDING OF THE INSTRUMENTATION
FUNCTIONS HAVE ALSO BEEN OMITTED.
3. THIS IS A GENERAL LEGEND SHEET. SOME SYMBOLS AND
ABBREVIATIONS MAY NOT BE UTILIZED ON THIS SPECIFIC PROJECT.
4. PIPING AND EQUIPMENT LEGEND APPLIES TO P &ID SHEETS ONLY AND
MAY DIFFER FROM LEGENDS FOR OTHER SHEETS.
FUNCTION DESIGNATIONS AND ABBREVIATIONS
INSTRUMENT DESIGNATIONS
K
FIRST LETTER
SUCCEEDING LETTERS
LETTER
MEASURED OR
INITIATING VARIABLE
MODIFIER
READOUT OR
PASSIVE FUNCTION
OUTPUT
FUNCTION
MODIFIER
A
ANALYSIS (2)
DIVIDE
ALARM
CHARACTERIZE SIGNAL
>
B
BURNER, COMBUSTION
LOW- SELECT
X
CLOSE, STOP, DECREASE (1)
OFF (1)
C
CH
METHANE
CL
CONTROL
CO
D
DO
DIFFERENTIAL
LEL
OPEN, START, INCREASE (1)
MCC
E
VOLTAGE
MIXED LIQUOR SUSPENDED SOLIDS
SENSOR (PRIMARY ELEMENT)
OXYGEN (PURITY)
ENABLED (1)
F
FLOW RATE
RATION (FRACTION)
SIGNAL DESIGNATIONS
FAIL (1)
G
1
GLASS, VIEWING DEVICE
V)
H
HAND
O
HIGH (OPENED)
I
CURRENT (ELECTRICAL)
INDICATE
LEMMA�_q
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POWER
SCAN
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TIME, TIME SCHEDULE
TIME RATE OF CHANGE
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CONTROL STATION
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LEVEL
LIGHT
LOW (CLOSED)
M
MOTOR, MOTION (1)
MOMENTARY
w
MOTOR (1)
MIDDLE OR INTERMEDIATE
N
ON OR OPERATE (1)
0
ORIFICE, RESTRICTION
OVERLOAD (1)
P
PRESSURE, VACUUM
POINT (TEST) CONNECTION
PUMP (1)
Q
QUANTITY (2)
INTEGRATE, TOTALIZE
R
RADIATION
RECORD
S
SPEED, FREQUENCY
SAFETY OR SOLENOID
SWITCH
T
TEMPERATURE
TRANSMIT
U
MULTIVARIABLE (2)
MULTIFUNCTION (2)
MULTIFUNCTION (2)
MULTIFUNCTION (2)
V
VIBRATION, MECHANICAL ANALYSIS
VALVE, DAMPER, LOUVER
W
WEIGHT, FORCE
WELL
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UNCLASSIFIED, (2)
UNCLASSIFIED (2)
UNCLASSIFIED (2)
UNCLASSIFIED (2)
Y
EVENT, STATE, PRESENCE
RELAY, COMPUTE, CONVERT
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POSITION, DIMENSION
UDNC ASS F ETD FINAL
CONTROL ELEMENT
(1) USER'S CHOICE
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a
Ln
N_
O
N
Ln
DIGITAL SYSTEMS INTERFACE SYMBOLS
NOTE:
REFER TO DETAILED SYSTEM SPECIFICATIONS FOR
FUNCTIONAL DESCRIPTION. ALSO SE 1/0 SCHEDULES
FOR COMPLETE INPUT AND OUTPUT LISTINGS.
COMPUTER OR DISTRIBUTED CONTROL
SYSTEM FUNCTION BLOCK.
LETTERS, TAG NUMBERS, ABBREVIATIONS AND
OTHER ANNOTATIONS ARE SIMILAR TO THE
GENERAL INSTRUMENT LEGEND
PROGRAMMABLE LOGIC CONTROLLER
CB SYSTEM FUNCTION BLOCK
3
..CB" NUMBER REFERS TO SOFTWARE CONTROL
BLOCK DESCRIPTION IN THE SPECIFICATIONS
DIGITAL SYSTEM 1/0 INTERFACE
DIRECTION OF ARROW DENOTES
WHETHER INPUT OR OUTPUT
02 DISCRETE 1/0
-2 ANALOG 1/0
I
SYSTEM REFERENCE NUMBER,
AS FOLLOWS:
1=
2=
3=
3A=
3B=
GENERAL INSTRUMENT SYMBOLS
0
e
0
0
FIELD MOUNTED INSTRUMENT
INSTRUMENT MOUNTED ON FACE OR PANEL
INSTRUMENT MOUNTED BEHIND OR INSIDE
OF PANEL
GENERAL NOTES
1. IN GENERAL, THE P &ID SYMBOLS AND DEVICE INDENTIFICATIONS ARE
BASE ON INSTRUMENT SOCIETY OF AMERICA, STANDARD PRACTICE
ISA -S5.1 (1988). SOME MODIFICATIONS, ADDITIONS AND ALTERATIONS
HAVE BEEN MADE AS NEEDED TO ACCOMMODATE THE PROJECT
REQUIREMENTS.
2. ADDITIONAL CONTROL AND INTERLOCK REQUIREMENTS WHICH CAN BE
MORE CLEARLY ILLUSTRATED ON SCHEMATIC DRAWINGS SUCH AS
EQUIPMENT ISOLATION VALVES, BYPASS LINES, ETC., WHICH ARE NOT
CRITICAL FOR AN UNDERSTANDING OF THE INSTRUMENTATION
FUNCTIONS HAVE ALSO BEEN OMITTED.
3. THIS IS A GENERAL LEGEND SHEET. SOME SYMBOLS AND
ABBREVIATIONS MAY NOT BE UTILIZED ON THIS SPECIFIC PROJECT.
4. PIPING AND EQUIPMENT LEGEND APPLIES TO P &ID SHEETS ONLY AND
MAY DIFFER FROM LEGENDS FOR OTHER SHEETS.
FUNCTION DESIGNATIONS AND ABBREVIATIONS
INSTRUMENT DESIGNATIONS
K
GAIN OR ATTENUATE (INPUT:OUTPUT)
-K
GAIN OR REVERSE
F
ADD OR SUM (ADD AND SUBTRACT
p
SUBTRACT (DIFFERENCE)
LOR
EXTRACT SQUARE ROOT
—
DIVIDE
F(X)
CHARACTERIZE SIGNAL
>
HIGH - SELECT
<
LOW- SELECT
X
MULTIPLY
❑
INTEGRATE (TIME INTEGRAL)
CH
METHANE
CL
CHLORINE RESIDUAL
CO
CARBON DIOXIDE
DO
DISSOLVED OXYGEN
LEL
LOWER EXPLOSIVE LIMIT
MCC
MOTOR CONTROL CENTER
MLSS
MIXED LIQUOR SUSPENDED SOLIDS
0
OXYGEN (PURITY)
pH
pH CELL
TURB
TURBIDITY
SIGNAL DESIGNATIONS
INSTRUMENT MOUNTED ON FACE OF LOCAL LWCO LOW WATER CUTOFF
PANEL HWCO HIGH WATER CUTOFF
INSTRUMENT MOUNTED BEHIND OR INSIDE
OF LOCAL PANEL
coSINGLE INSTRUMENT HOUSING CONTAINING TWO
(OR MORE) INSTRUMENTATION FUNCTIONS
CONTROL INTERLOCK FUNCTION, SEE
SCHEMATICS AND SYSTEM SPECIFICATIONS FOR
SPECIFIC FUNCTION
TAG NUMBERS AND ADDITIONAL DESIGNATIONS
FIRST LETTER
SUCCEEDING LETTERS
TRC
31 -1 NUMBER AFTER DASH ( -1, -2, ETC) DENOTES
MULTIPLE DEVICES USED IN IDENTICAL DUPLICATE
SYSTEMS, A LETTER AFTER THE LOOP NUMBER
(31A, 31B, ETC) IS USED TO DISTINGUISH MULTIPLE
SIMILAR DEVICES IN THE SAME INSTRUMENT LOOP.
LOOP DESIGNATION NUMBER
PH SEE INSTRUMENT FUNCTIONAL
DESIGNATIONS AND ABBREVIATIONS
2 NUMBER OF INSTRUMENTS
HAND SWITCH DESIGNATIONS
HOA
HAND -OFF -AUTO
LR
LOCAL REMOTE
OC
OPEN -CLOSE
00
ON -OFF
LOR
LOCAL - OFF - REMOTE
ODA
ON -OFF -AUTO
OCR
OPEN - CLOSE- REMOTE
OOR
ON- OFF - REMOTE
TRANSDUCER & CONVERTER DESIGNATIONS
E
VOLTAGE
FSK
FREQUENCY SHIFT KEYING
H
HYDRAULIC
I
CURRENT
P
PNEUMATIC
PD
PULSE DURATION
PF
PULSE FREQUENCY
R
RESISTANCE (ELECTRICAL)
POWER SUPPLY ABBREVIATIONS
AS
AIR SUPPLY
ES
ELECTRIC SUPPLY
GS
GAS SUPPLY
HS
HYDRAULIC SUPPLY
NS
NITROGEN SUPPLY
SS
STEAM SUPPLY
WS
WATER SUPPLY
POWER SUPPLY SOURCE LABEL USED ONLY
AS >— WHERE NECESSARY TO HELP CLARIFY AN
INSTRUMENT OR SYSTEM FUNCTION
BUILDING /STRUCTURE NUMBERING
100 HEADWORKS /GRIT
200 OXIDATION DITCH
300 CLARIFIERS
400 RAS /WAS
500 CHLORINE CONTACT /PLANT WATER /POST AERATION
600 SLUDGE
NO. I DATE I BY
REVISION DESCRIPTION
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CEILING
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LEGEND
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OR REMOTE 1/0 RACK (RIO)
CAT 5 SHIELDED CABLE TWISTED PAIR
62.5 MICRONFIBER OPTIC CABLE
(12 —COUNT FIBER, # ACTIVE DETERMINED BY
SOURCE AND DESTINATION)
— — — 1/0 SIGNALS
CABLE LINE COAX CABLE OR CAT 5 AS DETERMINED BY ISP.
K DENOTES EQUIPMENT SUPPLIED BY SYSTEMS INTEGRATOR
RACK MOUNTED COMMUNICATIONS EQUIPMENT
® FIBER OPTIC PATCH PANEL
00100001 FIBER — COPPER ETHERNET SWITCH, MANAGED
OOOOO
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DRAWING NOTES:
O1 THE SCADA HMI AND ASSOCIATED REPORT PRINTER AND OPERATION SOFTWARE
TO BE PROVIDED BY THE CONTRACTOR.
O2 ALL FIBER OPTIC PATCH CORDS TO BE PROVIDED BY THE CONTRACTOR.
O3 ALL CABLING (COPPER AND FIBER) INCLUDING TERMINATION AND TESTING IS TO
BE PROVIDED BY THE CONTRACTOR UNLESS OTHERWISE NOTED.
O4 ALL CAT 5 PATCH CORDS TO BE PROVIDED BY CONTRACTOR.
O5 CABLE MODEM TO BE PROVIDED BY INTERNET SERVICE PROVIDER (ISP).
NOTE:
THE NETWORK SHOWN IS DIAGRAMMATIC IN NATURE AND IS NOT INTENDED TO SHOW
EXACT ROUTING /CONNECTION OF DEVICES. THE CONTRACTOR IS TO ROUTE CONDUIT
AND CONNECT THE NETWORK BASED ON THE PHYSICAL LAYOUT AND CONFORM TO
STANDARDS APPLICABLE FOR A ETHERNET NETWORK.
19°
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O4 PLANT ETHERNET NETWORK SWITCH, NUMBER AS REQUIRED
O5 SCADA ETHERNET NETWORK SWITCH, NUMBER AS REQUIRED
O6 24 PORT, FIBER PATCH PANEL, NUMBER AS REQUIRED
(D PANDUIT ON RACK. PROVIDE "D—RINGS" AND CABLE AS
NECESSARY TO ROUTE CABLE IN A CLEAN WORKMAN LIKE
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HOA START STOP 511 YL YL YL YL 530
SC HS HS HS 531a 531b 531c 531d FE z O Q
I 530 0 z
511 511a 511b 511c
T YL YL YL YL
I Q (n NN
511a 511b 511c 511d L.L
M Y -112 J LLI U
I
w
I DCP -500 P -531 U 2 Q
AI Nw w
L.L > z
P -511 I w L.L z
F--- uj
FIT Q
GBTCP -500 510
DO 5DI AO AI FE z z
510 O J LL Z)
0
I I I I U U
O
VFD —P -512 ui L�L W
Y -112 HOA START STOP M 0 U
AEROBIC SC HS HS HS Z Z
DIGESTER #1 = � Q
512 512a 512b 512c
YL Y 12 YL
512a 512b 512c 512d
I
EXISTING PLANT
DRAIN PUMP STATION o N
CONTROL PANEL °
P -512
I I o
c*i m Q� w
u) >
I I z w
I I m cn o cn Z o
p Q w Q w
512
I I INFLUENT
SEWER
I
S S
DI
EXISTING PLANT
GBTCP -500 DRAIN PUMP STATION
0
06
0—
SHEET
ymi 11
NO. DATE BY REVISION DESCRIPTION SHT. 11 OF 12