20250611 WTP CIVIL RE-BID COMBINED.pdf

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Scope of Work Installation of new emergency diesel generators at Wastewater Treatment Plant and Water Treatment Plant. Work includes:

- Generator and Associated Electrical Equipment Installation

- Site Preparation and Restoration

- Ductbank Installation

- Associated Electrical Work

G001 - COVER

G002 - LEGENDS & ABBREVIATIONS

G003 - GENERAL NOTES

C101 - WTP EXISTING CONDITIONS

C102 - WTP SITE PLAN

C501 - WTP CIVIL DETAILS

S401 - ENLARGED MASONRY REPAIR PLAN

E001 - ELECTRICSL LEGEND AND GENERAL NOTES

E101 - OVERALL ELECTRICAL PLAN - DEMOLITION

E102 - OVERALL ELECTRICAL PLAN - PROPOSED

E401 - ENLARGED ELECTRICAL PLANS - PHASE 1

E402 - ENLARGED ELECTRICAL PLANS - PHASE 1

E403 - ENLARGED ELECTRICAL PLANS - PHASE 2

E404 - ENLARGED ELECTRICAL PLANS - ADD ALTERNATE

E501 - ELECTRICAL DETAILS

E601 - ELECTRICAL SCHEDULES

E701 - SINGLE LINE DIAGRAM - DEMOLITION

E702 - SINGLE LINE DIAGRAM - PROPOSED

Sheet Index

Vicinity Map

Project Engineer

Chad Paulson, P.E. 33326

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WTP GENERATOR ADDITION AND MCC

REPLACEMENT

CITY OF CRAIG

CITY OF CRAIG

118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com

Carl Ray, Water & Wastewater Director 300 W 4th St.

Craig, CO, 81625

Bid Set June 2025

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WTP Project Site

Electrical Engineer

Amber Haymes, P.E. 51258

AutoCAD SHX Text I:\2013\2013-520_CityOfCraig\030-WTPMCCReplacement\H-Dwgs\Civil\PS-SheetSet\GenSitePlan-Admin.dwg Plotted: 6/11/2025 9:26 AM By: Elle Coe Plotted: 6/11/2025 9:26 AM By: Elle Coe6/11/2025 9:26 AM By: Elle Coe By: Elle CoeElle Coe

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@ AT AT °DEGREE DIAMETER # NUMBER NUMBER AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS ABC AGGREGATE BASE COURSE AGGREGATE BASE COURSE ABUT ABUTMENT ABUTMENT ALT ALTERNATE ALTERNATE AP ANGLE POINT ANGLE POINT APWA AMERICAN PUBLIC WORKS ASSOCIATION AMERICAN PUBLIC WORKS ASSOCIATION AS ASPHALT ASPHALT ASD ALLOWABLE STRESS DESIGN ALLOWABLE STRESS DESIGN ASPH ASPHALT ASPHALT ATB ASPHALT TREATED BASE ASPHALT TREATED BASE BM BENCHMARK BENCHMARK BMP BEST MANAGEMENT PRACTICES BEST MANAGEMENT PRACTICES BP BEGIN PROJECT, BEGINNING POINT BEGIN PROJECT, BEGINNING POINT BT BEGIN TRANSITION BEGIN TRANSITION BVCE BEGINNING VERTICAL CURVE BEGINNING VERTICAL CURVE ELEVATION BVCS BEGINNING VERTICAL CURVE STATION BEGINNING VERTICAL CURVE STATION BW BOTTOM OF WALL BOTTOM OF WALL C CURB CURB CC CURB CUT CURB CUT CDOT COLORADO DEPARTMENT OF COLORADO DEPARTMENT OF TRANSPORTATION CDPHE COLORADO DEPARTMENT OF PUBLIC COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT CF CUBIC FEET CUBIC FEET CG CURB AND GUTTER CURB AND GUTTER CIP CAST IN PLACE CAST IN PLACE CL CENTERLINE CENTERLINE CMP CORRUGATED METAL PIPE CORRUGATED METAL PIPE CMU CONCRETE MASONRY UNIT CONCRETE MASONRY UNIT CO CONCRETE CONCRETE COM COMMUNICATIONS COMMUNICATIONS CONC CONCRETE CONCRETE CONST CONSTRUCTION CONSTRUCTION CONT CONTINUOUS CONTINUOUS COR CORNER CORNER CPE CORRUGATED POLYETHYLENE PIPE CORRUGATED POLYETHYLENE PIPE CSP CORRUGATED STEEL PIPE CORRUGATED STEEL PIPE CTB CEMENT TREATED BASE CEMENT TREATED BASE CU CUBIC CUBIC CY CUBIC YARD CUBIC YARD D DEEP DEEP DEG DEGREES DEGREES DIA DIAMETER DIAMETER DIP DUCTILE IRON PIPE DUCTILE IRON PIPE DR DRAIN DRAIN DTM DIGITAL TERRAIN MODEL DIGITAL TERRAIN MODEL DW DRIVEWAY DRIVEWAY DWG DRAWING DRAWING E EASTING EASTING EA EACH EACH EB EAST BOUND EAST BOUND EG EXISTING GRADE EXISTING GRADE EL ELEVATION ELEVATION ELEV ELEVATION ELEVATION EOA EDGE OF ASPHALT EDGE OF ASPHALT EOD EDGE OF DRIVEWAY EDGE OF DRIVEWAY EOC EDGE OF CONCRETE EDGE OF CONCRETE EOG EDGE OF GRAVEL EDGE OF GRAVEL EOM EDGE OF MILLNGS EDGE OF MILLNGS EOP EDGE OF PAVEMENT EDGE OF PAVEMENT EP END PROJECT, END POINT END PROJECT, END POINT ES ELECTRIC SERVICE ELECTRIC SERVICE ESMT EASEMENT EASEMENT EST ESTIMATE ESTIMATE EVCE END VERTICAL CURVE ELEVATION END VERTICAL CURVE ELEVATION EVCS END VERTICAL CURVE STATION END VERTICAL CURVE STATION EX EXISTING EXISTING EXIST EXISTING EXISTING EXT EXTERIOR EXTERIOR FEMA FEDERAL EMERGENCY MANAGEMENT FEDERAL EMERGENCY MANAGEMENT AGENCY FES FLARED END SECTION FLARED END SECTION FF FINISHED FLOOR FINISHED FLOOR FG FINISHED GRADE FINISHED GRADE FH FIRE HYDRANT FIRE HYDRANT FHWA FEDERAL HIGHWAY ADMINISTRATION FEDERAL HIGHWAY ADMINISTRATION FL FLOWLINE FLOWLINE FOW FACE OF WALL FACE OF WALL FRTF FRONT FACE FRONT FACE FT FEET FEET G GAS GAS GAL GALLONS GALLONS GALV GALVANIZED GALVANIZED GB GRADE BREAK GRADE BREAK GIS GEOGRAPHICAL INFORMATION SYSTEM GEOGRAPHICAL INFORMATION SYSTEM GPS GLOBAL POSITIONING SYSTEM GLOBAL POSITIONING SYSTEM GR GRAVEL GRAVEL GRAV GRAVEL GRAVEL GS GAS SERVICE GAS SERVICE GSP GALVANIZED STEEL PIPE GALVANIZED STEEL PIPE GV GATE VALVE GATE VALVE HAZMAT HAZARDOUS MATERIALS HAZARDOUS MATERIALS HC HANDICAP RAMP HANDICAP RAMP HDPE HIGH DENSITY POLYETHYLENE HIGH DENSITY POLYETHYLENE HMA HOT MIXED ASPHALT HOT MIXED ASPHALT HORIZ HORIZONTAL HORIZONTAL HWY HIGHWAY HIGHWAY HYD HYDRANT HYDRANT ID INSIDE DIAMETER INSIDE DIAMETER INT INTERSECTION INTERSECTION INV INVERT INVERT IP INLET PROTECTION INLET PROTECTION JB JUNCTION BOX JUNCTION BOX L LEFT LEFT LGTH LENGTH LENGTH LB POUNDS POUNDS LB/FT POUNDS PER FOOT POUNDS PER FOOT LF LINEAR FOOT LINEAR FOOT LPFM LOW PRESSURE FORCE MAIN LOW PRESSURE FORCE MAIN LP LOW POINT LOW POINT LS LUMP SUM LUMP SUM LSA LANDSCAPED AREA LANDSCAPED AREA LT LIGHT POLE LIGHT POLE LTB LIME TREATED BASE LIME TREATED BASE M METERS METERS MAT'L MATERIAL MATERIAL MAX MAXIMUM MAXIMUM MH MANHOLE MANHOLE MIN MINIMUM MINIMUM MISC MISCELLANEOUS MISCELLANEOUS MP MILE POST MILE POST MSE MECHANICALLY STABILIZE EARTH MECHANICALLY STABILIZE EARTH MW MONITORING WELL MONITORING WELL N NORTHING NORTHING N/A NOT APPLICABLE NOT APPLICABLE NAT NATIVE GRASS AREA NATIVE GRASS AREA NB NORTH BOUND NORTH BOUND NE NORTHEAST NORTHEAST NEPA NATIONAL ENVIRONMENTAL POLICY ACT NATIONAL ENVIRONMENTAL POLICY ACT NFPA NATIONAL FIRE PROTECTION ASSOCIATION NATIONAL FIRE PROTECTION ASSOCIATION NIP NAIL IN PLACE NAIL IN PLACE NO NUMBER NUMBER NPDES NATIONAL POLLUTANT DISCHARGE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM NTP NOTICE TO PROCEED NOTICE TO PROCEED NTS NOT TO SCALE NOT TO SCALE NW NORTHWEST NORTHWEST O/S OFFSET OFFSET OC ON CENTER ON CENTER OD OUTSIDE DIAMETER OUTSIDE DIAMETER OH OVERHEAD OVERHEAD OP OUTLET PROTECTION OUTLET PROTECTION OT OVERHEAD TELEPHONE OVERHEAD TELEPHONE PC POINT OF CURVATURE POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE POINT OF COMPOUND CURVATURE PERM PERMANENT PERMANENT PG PAGE PAGE PGL PROFILE GRADE LINE PROFILE GRADE LINE PI POINT OF INTERSECTION POINT OF INTERSECTION PL PROPERTY LINE PROPERTY LINE PM PROJECT MANAGER PROJECT MANAGER PNT POINT POINT POC POINT ON CURVE POINT ON CURVE POT POINT ON TANGENT POINT ON TANGENT PRC POINT OF REVERSE CURVE POINT OF REVERSE CURVE PROP PROPOSED PROPOSED PSF POUNDS PER SQUARE FEET POUNDS PER SQUARE FEET PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH PT POINT OF TANGENCY POINT OF TANGENCY PUD PLANNED UNIT DEVELOPMENT PLANNED UNIT DEVELOPMENT PVC POLYVINYL CHLORIDE POLYVINYL CHLORIDE PVI POINT OF VERTICAL INTERSECTION POINT OF VERTICAL INTERSECTION PVMT PAVEMENT PAVEMENT PVT POINT OF VERTICAL TANGENCY POINT OF VERTICAL TANGENCY Q PEAK DISCHARGE PEAK DISCHARGE QA/QC QUALITY ASSURANCE/QUALITY CONTROL QUALITY ASSURANCE/QUALITY CONTROL QTY QUANTITY QUANTITY R RIGHT RIGHT R-R REMOVE AND REPLACE REMOVE AND REPLACE RAD RADIUS RADIUS RCP REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REF REFERENCE REFERENCE REQ REQUIRED REQUIRED REVEG REVEGETATE REVEGETATE ROW RIGHT OF WAY RIGHT OF WAY RP RADIUS POINT RADIUS POINT RSS REINFORCED SOIL SLOPE REINFORCED SOIL SLOPE RW RETAINING WALL RETAINING WALL SAN SANITARY SANITARY SB SOUTH BOUND SOUTH BOUND SCF SEDIMENT CONTROL FENCE SEDIMENT CONTROL FENCE SD STORM DRAIN STORM DRAIN SDR STANDARD DIMENSION RATIO STANDARD DIMENSION RATIO SE SOUTHEAST SOUTHEAST SECT SECTION SECTION SF SQUARE FEET SQUARE FEET SHLDR SHOULDER SHOULDER SL SANITARY SEWER LINE SANITARY SEWER LINE SMH SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE SOD GRASS AREA GRASS AREA SS SANITARY SEWER SERVICE SANITARY SEWER SERVICE SSD STOPPING SIGHT DISTANCE STOPPING SIGHT DISTANCE STA STATION STATION STBK SETBACK SETBACK SW SIDEWALK SIDEWALK SY SQUARE YARDS SQUARE YARDS SYM SYMMETRICAL SYMMETRICAL T TREAD STAIRS TREAD STAIRS TAN TANGENT TANGENT TBC TOP BACK OF CURB TOP BACK OF CURB TBLK THRUST BLOCK THRUST BLOCK TC TOP OF CURB TOP OF CURB TCE TEMPORARY CONSTRUCTION EASEMENT TEMPORARY CONSTRUCTION EASEMENT TELE TELEPHONE TELEPHONE TEMP TEMPORARY TEMPORARY TP TOP OF PIPE TOP OF PIPE TRANS TRANSITION TRANSITION TW TOP OF WALL TOP OF WALL TYP TYPICAL TYPICAL UCTV UNDERGROUND CABLE TELEVISION LINE UNDERGROUND CABLE TELEVISION LINE UE UNDERGROUND ELECTRIC LINE UNDERGROUND ELECTRIC LINE UG UNDERGROUND GAS LINE UNDERGROUND GAS LINE UT UNDERGROUND TELEPHONE LINE UNDERGROUND TELEPHONE LINE VC VERTICAL CURVE VERTICAL CURVE VCP VITRIFIED CLAY PIPE VITRIFIED CLAY PIPE W WIDE WIDE W/ WITH WITH WB WEST BOUND WEST BOUND WL WATER LINE WATER LINE WS WATER SERVICE WATER SERVICE WQCD WATER QUALITY CONTROL DIVISION WATER QUALITY CONTROL DIVISION WS WATER SERVICE WATER SERVICE X-S CROSS SLOPE CROSS SLOPE YD YARDYARD

AutoCAD SHX Text OVERHEAD TELEPHONE LINE UNDERGROUND TELEPHONE LINE LOW PRESSURE GAS LINE HIGH PRESSURE GAS LINE UNDERGROUND CABLE TELEVISION LINE OVERHEAD CABLE TELEVISION LINE UNDERGROUND ELECTRICAL LINE OVERHEAD ELECTRICAL LINE WATER LINE WATER SERVICE LINE SANITARY SEWER LINE SANITARY SEWER SERVICE LINE FIBER OPTIC LINE IRRIGATION LINE BARBED-WIRE FENCE LINE CHAIN LINK FENCE EDGE OF ASPHALT EDGE OF CONCRETE CENTERLINE CONTOURS RIGHT-OF-WAY TOP OF CUT TOP OF FILL EASEMENT

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EXISTING PROPOSED DESCRIPTIONPROPOSED DESCRIPTIONDESCRIPTION

AutoCAD SHX Text ASPHALT MILLING ASPHALT CONCRETE SURFACING (PLAN VIEW) GRAVEL SURFACING UNDISTURBED SOIL RECOMPACTED SOIL

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EXISTING PROPOSED DESCRIPTIONPROPOSED DESCRIPTION DESCRIPTIONDESCRIPTION

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%%UHATCHING

AutoCAD SHX Text MONUMENT MARKER CONTROL POINT MARKERS (CATV, ELEC, FIBER) (TELE, TRAFFIC, UNKNOWN) PEDESTALS (CATV, ELEC, FIBER) (TELE, TRAFFIC, UNKNOWN) MANHOLES (DRAINAGE, ELEC, FIBER, IRRIGATION, SANITARY, TELEPHONE, UNKNOWN, WATER) VAULTS/HANDHOLES (CATV, ELEC, FIBER, TELE, TRAFFIC, UNKNOWN) ELECTRIC TRANSFORMER GAS VALVE SANITARY VALVE IRRIGATION CONTROL VALVE WATER VALVE WATER SHUTOFF VALVE FIRE HYDRANT VENTS(GAS,WATER,SEWER,MISC.) METERS (GAS, ELECTRIC, WATER) GAS WELL MONITORING WELL WATER WELL CLEAN-OUT WATER SPIGOT IRRIGATION CONTROL BOX IRRIGATION HEADGATE IRRIGATION SPRINKLER HEAD PVC PIPE UTILITY POLE GUY WIRE BOLLARD "T" POST TRANSITION FROM SPILL TO CATCH GUTTER MINIMUM 4" TOP SOIL OR SPECIFIED ALTERNATIVE

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AutoCAD SHX Text I:\2013\2013-520_CityOfCraig\030-WTPMCCReplacement\H-Dwgs\Civil\PS-SheetSet\GenSitePlan-Admin.dwg Plotted: 6/11/2025 9:27 AM By: Elle Coe Plotted: 6/11/2025 9:27 AM By: Elle Coe6/11/2025 9:27 AM By: Elle Coe By: Elle CoeElle Coe

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GENERAL REQUIREMENTS: 1. WORK SHALL MEET STANDARDS SET BY THE PROJECT'S JURISDICTIONS OF AUTHORITY. THIS INCLUDES BUT IS WORK SHALL MEET STANDARDS SET BY THE PROJECT'S JURISDICTIONS OF AUTHORITY. THIS INCLUDES BUT IS NOT LIMITED TO HOA STANDARDS, SPECIAL DISTRICT STANDARDS, CITY/TOWN STANDARDS, COUNTY STANDARDS, AND STATE STANDARDS. 2. ALL WORK SHALL BE DONE TO THE HORIZONTAL AND VERTICAL INFORMATION SHOWN ON THE PLANS. NO ALL WORK SHALL BE DONE TO THE HORIZONTAL AND VERTICAL INFORMATION SHOWN ON THE PLANS. NO FIELD CHANGES SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. 3. THE DESIGN IS BASED ON THE BEST AVAILABLE INFORMATION AT THE TIME OF DESIGN. THIS INCLUDES BUT THE DESIGN IS BASED ON THE BEST AVAILABLE INFORMATION AT THE TIME OF DESIGN. THIS INCLUDES BUT IS NOT LIMITED TO SITE CONDITIONS, FEATURES AND STRUCTURES, AND TOPOGRAPHICAL INFORMATION. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE FEATURES SHOWN. THE CONTRACTOR SHALL REVIEW AND VERIFY EXISTING PHYSICAL FEATURES AND ELEVATIONS OF THE CONDITIONS TO BE ENCOUNTERED DURING CONSTRUCTION. 4. ANY DISCREPANCY WITHIN THESE PLANS SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ANY DISCREPANCY WITHIN THESE PLANS SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER. 5. THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES TO THOSE AREAS WITHIN THE LIMITS OF THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES TO THOSE AREAS WITHIN THE LIMITS OF DISTURBANCE AS SHOWN ON THE PLANS. ANY DISTURBANCE BEYOND THESE LIMITS SHALL BE RESTORED TO ORIGINAL CONDITION BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. CONSTRUCTION ACTIVITIES INCLUDE THE PARKING OF VEHICLES OR EQUIPMENT, DISPOSAL OF LITTER, AND ANY OTHER ACTION WHICH WOULD ALTER EXISTING CONDITIONS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR SAFELY PERFORMING ALL WORK IN ACCORDANCE WITH APPLICABLE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFELY PERFORMING ALL WORK IN ACCORDANCE WITH APPLICABLE OSHA STANDARDS AND REGULATIONS. 7. THE ENGINEER AND OWNER SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY THE ENGINEER AND OWNER SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. 8. COORDINATE ALL FACILITY OUTAGES AT LEAST TWO WEEKS IN ADVANCE, AND OBTAIN WRITTEN APPROVAL FROM COORDINATE ALL FACILITY OUTAGES AT LEAST TWO WEEKS IN ADVANCE, AND OBTAIN WRITTEN APPROVAL FROM THE CITY WATER AND WASTEWATER DIRECTOR. ALLOWABLE DURATION OF OUTAGES VARIES SEASONALLY, REFER TO PROJECT MANUAL SECTION 26 05 05 FOR DETAILS. 9. ALL PUBLIC AND PRIVATE UTILITY OWNERS SHALL BE NOTIFIED AT LEAST 48 HOURS (OR AS REQUIRED BY ALL PUBLIC AND PRIVATE UTILITY OWNERS SHALL BE NOTIFIED AT LEAST 48 HOURS (OR AS REQUIRED BY UTILITY COMPANIES) PRIOR TO COMMENCEMENT OF WORK ADJACENT TO THE UTILITY. 10. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE OWNER AND THEIR ASSIGNED ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE OWNER AND THEIR ASSIGNED REPRESENTATIVE. THE OWNER AND THEIR ASSIGNED REPRESENTATIVE RESERVE THE RIGHT TO ACCEPT OR REJECT ANY MATERIALS AND WORKMANSHIP THAT DO NOT CONFORM TO THE PLANS OR SPECIFICATIONS. 11. PROJECT ACCEPTANCE TESTING WILL BE PERFORMED BY THE OWNER. CONTRACTOR SHALL PROVIDE 48 HOUR PROJECT ACCEPTANCE TESTING WILL BE PERFORMED BY THE OWNER. CONTRACTOR SHALL PROVIDE 48 HOUR MINIMUM NOTICE FOR REQUIRED TESTS. 12. PROGRESS AND RECORD PHOTOGRAPHS/VIDEOS SHALL BE PROVIDED BY THE CONTRACTOR TO RESOLVE PROGRESS AND RECORD PHOTOGRAPHS/VIDEOS SHALL BE PROVIDED BY THE CONTRACTOR TO RESOLVE DISPUTES AND TO DOCUMENT THE WORK PERFORMED AS A SUPPLEMENT TO THE RECORD DRAWINGS. IN GENERAL, ANY PHOTOGRAPHS/VIDEOS SHOULD BE SUFFICIENT TO SHOW THAT ALL WORK WAS PROPERLY COMPLETED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 13. SUBMITTALS SHALL BE PROVIDED FOR ALL MATERIALS TO BE INCORPORATED INTO THE PROJECT. SHOP SUBMITTALS SHALL BE PROVIDED FOR ALL MATERIALS TO BE INCORPORATED INTO THE PROJECT. SHOP DRAWINGS SHALL BE PROVIDED FOR ALL ITEMS HAVING DIMENSIONAL REQUIREMENTS. MATERIALS SUBMITTALS AND SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW. THE ENGINEER'S REVIEW SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR ACCURACY, PROPER FIT OR PROPER FUNCTIONING AND PERFORMANCE OF THE WORK. 14. THE CONTRACTOR WILL BE RESPONSIBLE FOR DAILY CLEANING OF THE JOB SITE DURING AND AFTER THE CONTRACTOR WILL BE RESPONSIBLE FOR DAILY CLEANING OF THE JOB SITE DURING AND AFTER CONSTRUCTION. A CONTINUING EFFORT SHALL BE MADE THROUGH THE DURATION OF THE CONTRACT TO KEEP ALL AREAS CLEAN AND FREE OF ALL RUBBISH, REMOVED VEGETATION, CONSTRUCTION WASTE, EMPLOYEE WASTE, AND OTHER OBJECTIONABLE MATERIALS GENERATED FROM THE PROJECT. WEEDS SHALL BE REMOVED IN DISTURBED AREAS PRIOR TO THEIR PRODUCING SEED AND PRIOR TO FINISHED GRADING AND LANDSCAPING INSTALLATION. 15. FINAL CLEAN-UP MUST BE APPROVED AND ACCEPTED BY THE OWNER BEFORE THE CONTRACT MAY BE FINAL CLEAN-UP MUST BE APPROVED AND ACCEPTED BY THE OWNER BEFORE THE CONTRACT MAY BE CONSIDERED COMPLETE. 16. THE CONTRACTOR SHALL MAINTAIN TWO FULL SETS OF CONTRACT DRAWINGS MARKED UP TO INDICATE THE THE CONTRACTOR SHALL MAINTAIN TWO FULL SETS OF CONTRACT DRAWINGS MARKED UP TO INDICATE THE AS-BUILT CONDITIONS. THE DRAWINGS SHALL BE PROVIDED TO THE OWNER AND THE ENGINEER UPON COMPLETION OF THE WORK. WHERE PRACTICAL, THE CONTRACTOR IS TO PROVIDE AT LEAST TWO TIES FROM PHYSICAL MONUMENTS TO ALL FITTINGS, VALVES, MANHOLES, AND THE END OF ALL SERVICE LINES. SURVEY NOTES: 1. SOURCE OF MAPPING: EXISTING FIELD CONDITIONS WERE GENERATED BY A SURVEY PERFORMED BY SGM, SOURCE OF MAPPING: EXISTING FIELD CONDITIONS WERE GENERATED BY A SURVEY PERFORMED BY SGM, GLENWOOD SPRINGS, CO. 2. PROPERTY LINES, MONUMENTS, BENCHMARKS, SURVEY CONTROL, AND ADDITIONAL HISTORIC SURVEY PROPERTY LINES, MONUMENTS, BENCHMARKS, SURVEY CONTROL, AND ADDITIONAL HISTORIC SURVEY INFORMATION CANNOT BE REMOVED FOR CONSTRUCTION. DISTURBED SURVEY ITEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND MUST BE RESTORED BY A STATE OF COLORADO LICENSED LAND SURVEYOR. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION STAKING OF BOTH HORIZONTAL AND VERTICAL THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION STAKING OF BOTH HORIZONTAL AND VERTICAL LAYOUT ON THIS PROJECT. THE CONTRACTOR SHALL COORDINATE WITH THE PROJECT ENGINEER FOR INTERPRETATION AND INFORMATION IN STAKING OF THE PROJECT FOR CONSTRUCTION. PERMITS 1. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS TO COMPLETE WORK AND SHALL COMPLY WITH THE THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS TO COMPLETE WORK AND SHALL COMPLY WITH THE PERMIT CONDITIONS. ACCESS AND PROTECTION REQUIREMENTS 1. PROPERTY OWNER ACCESS SHALL BE MAINTAINED AT ALL TIMES BY THE CONTRACTOR. PROPERTY OWNER ACCESS SHALL BE MAINTAINED AT ALL TIMES BY THE CONTRACTOR. 2. ALL EXISTING UTILITIES, EITHER UNDERGROUND OR OVERHEAD, SHALL BE MAINTAINED IN CONTINUOUS SERVICE ALL EXISTING UTILITIES, EITHER UNDERGROUND OR OVERHEAD, SHALL BE MAINTAINED IN CONTINUOUS SERVICE THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGE TO, OR INTERRUPTION OF SERVICES CAUSED BY THE CONSTRUCTION. TEMPORARY EROSION CONTROLS MEASURES 1. THE CONTRACTOR SHALL IMPLEMENT EROSION CONTROL MEASURES (A.K.A. BEST MANAGEMENT PRACTICES OR THE CONTRACTOR SHALL IMPLEMENT EROSION CONTROL MEASURES (A.K.A. BEST MANAGEMENT PRACTICES OR BMPs), TO CONTROL EROSION AND SEDIMENTATION DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF ALL TEMPORARY EROSION CONTROL MEASURES. 2. ERODIBLE STOCKPILES (INCLUDING TOPSOIL) SHALL BE CONTAINED WITH ACCEPTABLE CONTROL MEASURES AT ERODIBLE STOCKPILES (INCLUDING TOPSOIL) SHALL BE CONTAINED WITH ACCEPTABLE CONTROL MEASURES AT THE TOE OF THE STOCKPILE THROUGHOUT CONSTRUCTION. STOCKPILES THAT ARE INACTIVE FOR MORE THAN 14 DAYS SHALL BE STABILIZED WITH HAY OR STRAW MULCH WITH TACKIFIER, BONDED FIBER MATRIX, HYDRAULIC MULCH WITH TACKIFIER OR SPRAY-ON MULCH BLANKET. 3. DUST MITIGATION SHALL BE PROVIDED BY THE CONTRACTOR AS NECESSARY. WATER SHALL BE USED AS A DUST MITIGATION SHALL BE PROVIDED BY THE CONTRACTOR AS NECESSARY. WATER SHALL BE USED AS A DUST PALLIATIVE WHERE AND WHEN REQUIRED. SWEEPING AND CLEANING STREETS AND SIDEWALKS DURING THE CONSTRUCTION WILL BE DIRECTED BY THE AFFECTED JURISDICTIONS AND PERFORMED AS NECESSARY BY THE CONTRACTOR. CONCRETE CONSTRUCTION 1. CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO PLACEMENT OF FLATWORK OF SITE CONDITIONS OR CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO PLACEMENT OF FLATWORK OF SITE CONDITIONS OR DISCREPANCIES WHICH PREVENT REQUIRED GRADES FROM BEING ACHIEVED. 1. THE EXISTING AND PROPOSED ELEVATIONS OF FLATWORK, SIDEWALKS, CURBS, THRESHOLDS, PAVING, ETC. AS THE EXISTING AND PROPOSED ELEVATIONS OF FLATWORK, SIDEWALKS, CURBS, THRESHOLDS, PAVING, ETC. AS SHOWN IN THE PLANS MAY BE BASED ON EXTRAPOLATION OF FIELD SURVEY DATA, EXISTING CONDITIONS, AND DATA PROVIDED BY OTHERS. AT CRITICAL AREAS AND SITE FEATURES, CONTRACTOR SHALL HAVE FORMWORK INSPECTED AND APPROVED BY OWNER, OWNER'S REPRESENTATIVE, OR ENGINEER PRIOR TO PLACING CONCRETE. MINOR ADJUSTMENTS, AS APPROVED, TO PROPOSED GRADES, INVERTS, ETC. MAY BE REQUIRED TO PREVENT PONDING OR SLOPES NOT IN CONFORMANCE WITH THE JURISDICTIONAL STANDARDS. ALL FLATWORK MUST PREVENT PONDING AND PROVIDE POSITIVE DRAINAGE AWAY FROM EXISTING AND PROPOSED BUILDINGS, WALLS, ROOF DRAIN OUTFALLS, ACROSS DRIVES AND WALKS TOWARDS THE PROPOSED INTENDED DRAINAGE FEATURES AND CONVEYANCES.

AutoCAD SHX Text EARTHWORK 1. TOPSOIL IS TO BE STRIPPED PRIOR TO COMMENCING ROUGH GRADING. STRIPPED TOPSOIL GENERATED TOPSOIL IS TO BE STRIPPED PRIOR TO COMMENCING ROUGH GRADING. STRIPPED TOPSOIL GENERATED ONSITE IS TO BE STOCKPILED AND USED FOR RE-VEGETATION. 2. ANY OPEN EXCAVATION LEFT UNATTENDED SHALL BE BARRICADED OR FENCED OFF BY THE CONTRACTOR. ANY OPEN EXCAVATION LEFT UNATTENDED SHALL BE BARRICADED OR FENCED OFF BY THE CONTRACTOR. 3. IF BEDROCK IS ENCOUNTERED CONTACT ENGINEER BEFORE PROCEEDING WITH WORK IN AREA OF BEDROCK. IF BEDROCK IS ENCOUNTERED CONTACT ENGINEER BEFORE PROCEEDING WITH WORK IN AREA OF BEDROCK. 4. IF GROUNDWATER IS ENCOUNTERED CONTACT ENGINEER BEFORE PROCEEDING WITH WORK IN AREA OF IF GROUNDWATER IS ENCOUNTERED CONTACT ENGINEER BEFORE PROCEEDING WITH WORK IN AREA OF GROUNDWATER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ANY GROUNDWATER ENCOUNTERED DURING THE CONSTRUCTION OF ANY PORTION OF THIS PROJECT. GROUNDWATER SHALL BE PUMPED, PIPED, REMOVED AND DISPOSED OF IN A MANNER WHICH DOES NOT CAUSE FLOODING OF EXISTING STREETS OR EROSION ON ABUTTING PROPERTIES. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND MEETING REQUIREMENTS OF CDPHE WATER QUALITY CONTROL DIVISION DEWATERING PERMIT FOR ANY DEWATERING DISCHARGES. 5. THE CONTRACTOR SHALL CERTIFY THAT ALL AGGREGATES USED ON THIS PROJECT ARE FREE FROM THE CONTRACTOR SHALL CERTIFY THAT ALL AGGREGATES USED ON THIS PROJECT ARE FREE FROM HAZARDOUS COMPONENTS IN EXCESS OF THE THRESHOLD CONCENTRATIONS ESTABLISHED BY THE E.P.A. 6. PLACEMENT OF AGGREGATE BASE COURSE OR PAVING SHALL NOT BEGIN UNTIL THE ENGINEER HAS PLACEMENT OF AGGREGATE BASE COURSE OR PAVING SHALL NOT BEGIN UNTIL THE ENGINEER HAS APPROVED THE SUBGRADE. EXISTING SUBGRADE MATERIAL SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES, MOISTURE CONDITIONED AND RECOMPACTED. THE SUBGRADE SHALL BE PROOF ROLLED AND APPROVED BY THE ENGINEER PRIOR TO THE PLACEMENT OF ANY SUBSEQUENT STRUCTURAL LAYERS. AREAS THAT DEFORM UNDER HEAVY WHEEL LOADS AS DETERMINED BY THE ENGINEER ARE NOT STABLE AND SHALL BE REMOVED AND REPLACED TO ACHIEVE A STABLE SUBGRADE. THE ENGINEER SHALL APPROVE THE TYPE AND WEIGHT OF THE VEHICLE TO BE USED FOR THE PROOF ROLL. THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT AND LABOR NECESSARY FOR THE PROOF ROLL. PROOF ROLLING WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE WORK. 7. MOISTURE DENSITY CONTROL WILL BE REQUIRED FOR FULL DEPTH OF EMBANKMENTS AND AGGREGATE BASE MOISTURE DENSITY CONTROL WILL BE REQUIRED FOR FULL DEPTH OF EMBANKMENTS AND AGGREGATE BASE COURSE IN PAVED AREAS. DEMOLITION AND REMOVALS 1. SAWCUT ALL ASPHALT AND CONCRETE PAVEMENT TO BE REMOVED. FINAL LIMITS OF REQUIRED SAWCUTTING SAWCUT ALL ASPHALT AND CONCRETE PAVEMENT TO BE REMOVED. FINAL LIMITS OF REQUIRED SAWCUTTING AND PATCHING MAY VARY FROM LIMITS SHOWN ON PLANS. CONTRACTOR TO PROVIDE SAWCUT AND PATCH WORK TO ACHIEVE POSITIVE DRAINAGE AND A SMOOTH TRANSITION TO EXISTING ASPHALT WITHIN SLOPES ACCEPTABLE TO THE ENGINEER AND WITHIN MUNICIPAL STANDARDS. CONTRACTOR SHALL PROVIDE ADDITIONAL SAWCUTTING AND PATCHING AT UTILITY WORK, CONNECTION POINTS TO EXISTING PAVEMENT AND FEATURES, ETC. THAT MAY NOT BE DELINEATED ON PLANS. 2. ALL EXCESS MATERIALS GENERATED FROM THE SITE ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ALL EXCESS MATERIALS GENERATED FROM THE SITE ARE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE DISPOSED OF PROPERLY.

AutoCAD SHX Text I:\2013\2013-520_CityOfCraig\030-WTPMCCReplacement\H-Dwgs\Civil\PS-SheetSet\GenSitePlan-Admin.dwg Plotted: 6/11/2025 9:27 AM By: Elle Coe Plotted: 6/11/2025 9:27 AM By: Elle Coe6/11/2025 9:27 AM By: Elle Coe By: Elle CoeElle Coe

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ET

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ET

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EP

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UNDERGROUND ELETRIC LINE ABANDONED

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EXISTING ELECTRICAL PANEL

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EXISTING TRANSFORMER

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EXISTING GRAVEL BED

AutoCAD SHX Text

LOADING RAMP

AutoCAD SHX Text

SITE BENCHMARK NO.1 CP TRANNY - SET PK N: 32334.43 E: 431752.21 ELEV. 6178.87'

AutoCAD SHX Text

SITE BENCHMARK NO.1 CP POND - SET 60D N: 32315.46 E: 431877.47 ELEV. 6181.03'

AutoCAD SHX Text

SITE BENCHMARK NO.1 CP CURB - SET PK N: 32467.47 E: 431853.66 ELEV. 6178.88'

AutoCAD SHX Text

WATER TREATMENT PLANT BUILDING

AutoCAD SHX Text I:\2013\2013-520_CityOfCraig\022-GeneratorUpgrades\H-Dwgs\Civil\PS-SheetSet\ExCondWTP-KNL.dwg Plotted: 6/11/2025 9:27 AM By: Elle Coe Plotted: 6/11/2025 9:27 AM By: Elle Coe6/11/2025 9:27 AM By: Elle Coe By: Elle CoeElle Coe

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ET

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ET

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EP

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EXISTING ACTIVE SERVICE XFMR

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EXISTING UTILITY METER CABINET

AutoCAD SHX Text

GENERATOR PAD SEE SHEET C501 FOR LAYOUT DETAIL

AutoCAD SHX Text

REMOVE ASPHALT REPLACE WITH HAND PLACED ASPHALT TO MATCH EXISTING GRADE

AutoCAD SHX Text CONTRACTOR TO ROUTE CONDUITS ABOVE GRADE STARTING AT A MAXIMUM OF 1 FT FROM THE BUILDING. ALL ABOVE-GRADE CONDUITS TO BE RUN IN STRAIGHT LINES PARALLEL OR PERPENDICULAR TO THE EXTERNAL WALL. CONDUITS TO BE SECURED TO THE WALL 3 FT FROM WALL PENETRATIONS AND AT A MAXIMUM OF 6 FT INCREMENTS. SEE SHEET XX FOR CONDUIT ENTRANCE AND LOUVER SPACE REPAIR REQUIREMENTS.

AutoCAD SHX Text CONCRETE PAD GRADING BASED ON 3:1 FILL REQUIREMENTS. REPLACE ASPHALT WHERE GRAVEL GRADING NOT INDICATED. PREP ASPHALT SUBGRADE PER DETAIL ON SHEET C501.

AutoCAD SHX Text

EXISTING GRAVEL BED

AutoCAD SHX Text NEW CONCRETE ENCASED DUCT BANK. SEE SHEET C501 FOR C501 FOR FOR GENERAL TRENCHING AND DUCTBANK DETAIL. SEE SHEET E101 FOR DUCTBANK CONFIGURATION DETAIL. POTHOLE AREA TO CONFIRM ROUTING.

AutoCAD SHX Text REFER TO ELECTRICAL PLAN FOR DISPOSITION OF UNDERGROUND ELECTRICAL LINES IN VICINITY. CONTRACTOR TO REMOVED ABANDONED LINES AS NEEDED

AutoCAD SHX Text

TOP OF DUCTBANK ELEVATION 6176.50'

AutoCAD SHX Text

WATER TREATMENT PLANT BUILDING

AutoCAD SHX Text NOTES: 1. ALL CONDUIT RUNS MAY NOT BE SHOWN ON PLAN VIEWS, SEE ELECTRICAL PLANS FOR ALL CONDUIT RUNS MAY NOT BE SHOWN ON PLAN VIEWS, SEE ELECTRICAL PLANS FOR REQUIREMENTS. SINGLE LINES MAY REPRESENT MULTIPLE CONDUITS.

AutoCAD SHX Text

SEE ELECTRICAL PLANS FOR INTERIOR DETAILS

AutoCAD SHX Text

GENERATOR FUEL CONNECTION TO BE ROADSIDE.

AutoCAD SHX Text

EXISTING ELECTRICAL VAULT. SPARE XFMR ON TOP TO BE MOVED TO NEW STORAGE PAD.

AutoCAD SHX Text POTENTIAL NEW LOCATIONS FOR SPARE TRANSFORMER. CONTRACTOR TO PROVIDE EQUIPMENT PAD IN DECIDED LOACTION

AutoCAD SHX Text

CONCRETE PAD FOR GENERATOR T.O.P. = 6181.33 B.O.P. = 6176.60

AutoCAD SHX Text

REFER TO ELECTRICAL PLAN FOR REQUIRED CLEAR SPACE AROUND GENERATOR

AutoCAD SHX Text I:\2013\2013-520_CityOfCraig\022-GeneratorUpgrades\H-Dwgs\Civil\PS-SheetSet\GenSitePlanWTP-SitePlan-KNL.dwg Plotted: 6/11/2025 9:27 AM By: Elle Coe Plotted: 6/11/2025 9:27 AM By: Elle Coe6/11/2025 9:27 AM By: Elle Coe By: Elle CoeElle Coe

AutoCAD SHX Text

AutoCAD SHX Text

CX2

N.T.S.

EXTERIOR CONCRETE EQUIPMENT PAD DETAIL

CX2

N.T.S.

TRENCHING DETAIL

CX2

N.T.S.

TYPICAL T-PATCH PAVEMENT JOINT

CX2

N.T.S.

TYPICAL CURB, GUTTER, & SIDEWALK SECTION

N.T.S.

WTP CONCRETE LAYOUT

CONCRETE PAD PROFILE

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GRADE

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PATCH ASPHALT WHERE REQUIRED

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COMPACTED CLEAN BACKFILL PER CITY STANDARDS. COMPACTED TO MINIMUM 95% PRCOTOR

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CONDUIT DUCT BANK. ASSUME DIRECT BURY UNLESS OTHERWISE NOTED.

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SEE CIVIL PLAN FOR EXTENT OF ASPHALT CUTS AND SPEC FOR REPLACEMENT.

AutoCAD SHX Text 18"

AutoCAD SHX Text

3" EEXT

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1 " EEXT12" EEXT

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VARIES (1%-4%)

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TOP OF ASPHALT TO BE A MINIMUM OF 1/4" ABOVE TOP OF GUTTER.

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6" AGGREGATE BASE COURSE CLASS 6

AutoCAD SHX Text

SAW CUT CLEAN EDGE, APPROX. PERPENDICULAR TO ROADWAY

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2' MIN. FULL DEPTH

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24" WIDE MINIMUM ROTOMILL AND OVERLAY OF 1 " 12" DEPTH)

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4" MIN. HMA

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 3/4"

AutoCAD SHX Text 1/4"

AutoCAD SHX Text 3/4" R

AutoCAD SHX Text 3/8"

AutoCAD SHX Text 6"

AutoCAD SHX Text

4'-0" CONCRETE SIDEWALK

AutoCAD SHX Text

INTERVALS: EXPANSION = 100'-0"

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CURB JOINT: CONTRACTION = 8'-0"

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SLOPE 1/4"/FT.

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COURSE ROADBASE

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AGGREGATE BASE

AutoCAD SHX Text 4"

AutoCAD SHX Text 6"

AutoCAD SHX Text 4"

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text 1/2"R

AutoCAD SHX Text 1/2"R

AutoCAD SHX Text 1/4"R

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2'-0" GUTTER

AutoCAD SHX Text RAISE ASPHALT 3/8" MINIMUM ABOVE ALL CONCRETE EDGES, PROVIDE CLEAN, SMOOTH FINISHED EDGE OF ASPHALT.

AutoCAD SHX Text 6"

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NEW ASPHALT

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VARIES

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MATCH EXISTING GRADE

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SLOPE 1"/FT.

AutoCAD SHX Text 6"

AutoCAD SHX Text 2"

AutoCAD SHX Text 10'-11"

AutoCAD SHX Text 30'-10"

AutoCAD SHX Text

#5 @ 12" O.C. W/ STD 90° OR 180° HOOK @EACH END, EACH WAY, TOP

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34" CHAMFER EXPOSED EDGES

AutoCAD SHX Text

#5 @ 12" O.C. EACH WAY, BOTTOM

AutoCAD SHX Text 3' CLASS 6 AGGREGATE BASE COURSE COMPACTED TO MINIMUM 95% PROCTOR. BASE COURSE SUBGRADE TO MEET CITY STANDARDS.

AutoCAD SHX Text

TOP OF PAD ELEV.: 6180.24' BOTTOM OF PAD ELEV.: 6178.60'

AutoCAD SHX Text

STUB-UP AREA FOR LOAD CENTER

AutoCAD SHX Text

STUB-UP AREA FOR OUTPUT CIRCUT BREAKER

AutoCAD SHX Text 8'-2.64"

AutoCAD SHX Text 13'-2.48"

AutoCAD SHX Text 3'-10.15"

AutoCAD SHX Text 1'-5.5"

AutoCAD SHX Text 1'-5.83"

AutoCAD SHX Text 3'-10.47"

AutoCAD SHX Text 8'-2.64"

AutoCAD SHX Text 13'-2.48"

AutoCAD SHX Text NOTES: 1. ANCHOR GENERATOR PER MANUFACTURER SPECIFICATION.ANCHOR GENERATOR PER MANUFACTURER SPECIFICATION.

AutoCAD SHX Text

REFER TO SPECIFICATION SECTION 26 05 43 FOR ADDITIONAL DUCTBANK REQUIREMENTS

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

CONCRETE PAD

AutoCAD SHX Text E.G.

AutoCAD SHX Text

6" CLASS 6 AGGREGATE BASE COURSE

AutoCAD SHX Text I:\2013\2013-520_CityOfCraig\030-WTPMCCReplacement\H-Dwgs\Civil\PS-SheetSet\GenSitePlan-Det.dwg Plotted: 6/11/2025 9:28 AM By: Elle Coe Plotted: 6/11/2025 9:28 AM By: Elle Coe6/11/2025 9:28 AM By: Elle Coe By: Elle CoeElle Coe

AutoCAD SHX Text

AutoCAD SHX Text

MASONRY REPAIRS:

REPAIR 1 - EXTERIOR FACE OF MASONRY

REPAIR REQUIRED FOR CMU EFFLORESCENCE LEADING TO MORTAR JOINT AND COATING DAMAGE.

• REMOVE EXISTING EXTERIOR COATING AND ANY DEPOSIT STAINS WITH A WIRE BRUSH OR WHEEL FROM CMU

WALLS. HIGH-PRESSURE WATER MUST BE TESTED IN A SMALL AREA APPROVED BY ENGINEER PRIOR TO USE ON

CMU.

• REMOVE ALL LOOSE MATERIAL AND DEBRIS.

• REPLACE MORTAR JOINTS AND CMU FACE SHELLS FOUND TO BE DAMAGED (MISSING MORE THAN 1/4" DEPTH)

AFTER CLEANING

1. MASONRY SHALL BE HOLLOW LIGHTWEIGHT CONCRETE MASONRY UNITS CONFORMING TO ASTM C90.

UNIT STRENGTH SHALL BE 1900 PSI. MASONRY BLOCK SIZE AND PATTERN SHALL MATCH EXISTING

MASONRY.

2. MORTAR SHALL CONFORM TO ASTM C270 AND SHALL BE TYPE S WITH A MINIMUM CUBE STRENGTH OF 1800 PSI. DO NOT USE MASONRY CEMENT OR ADMIXTURES UNLESS APPROVED BY THE STRUCTURAL

ENGINEER.

3. MORTAR JOINTS SHALL BE TOOLED TO MATCH EXISTING.

• AFTER REPLACEMENT MORTAR HAS CURED, PROVIDE TWO (2) COATS PAINT TO ALL EXTERIOR EXPOSED

SURFACES OF CMU.

1. REMOVE OR PROTECT ANY ITEMS NOT TO BE PAINTED

2. COLOR TO MATCH EXISTING FROM MANUFACTURER'S STANDARD COLOR SELECTION.

REPAIR 2 - INTERIOR FACE OF MASONRY

REPAIR REQUIRED FOR CMU EFFLORESCENCE LEADING TO DEPOSITS.

• REMOVE ANY DEPOSIT STAINS WITH A WIRE BRUSH OR WHEEL FROM CMU WALLS. HIGH-PRESSURE WATER

MUST BE TESTED IN A SMALL AREA APPROVED BY ENGINEER PRIOR TO USE ON CMU.

• PROVIDE TWO (2) COATS PAINT TO INTERIOR SURFACE OF CMU WHERE DEPOSIT STAINS WERE REMOVED.

1. REMOVE OR PROTECT ANY ITEMS NOT TO BE PAINTED

2. COLOR TO MATCH EXISTING FROM MANUFACTURER'S STANDARD COLOR SELECTION.

REPAIR 3 - MASONRY INFILL AT DEMOLISHED EQUIPMENT

REPAIR REQUIRED WHERE DEMOLISHED EQUIPMENT OPENINGS ARE REQUIRED TO BE SEALED. SEE ELECTRICAL

DEMOLITION PLANS.

• PROVIDE CMU BLOCK AND MORTAR JOINT FOR LARGER OPENING INFILL. FOR OPENINGS LESS THAN 8", PROVIDE

NEW CMU FACE SHELL.

1. MASONRY SHALL BE HOLLOW LIGHTWEIGHT CONCRETE MASONRY UNITS CONFORMING TO ASTM C90.

UNIT STRENGTH SHALL BE 1900 PSI. MASONRY BLOCK SIZE AND PATTERN SHALL MATCH EXISTING

MASONRY.

2. MORTAR SHALL CONFORM TO ASTM C270 AND SHALL BE TYPE S WITH A MINIMUM CUBE STRENGTH OF 1800 PSI. DO NOT USE MASONRY CEMENT OR ADMIXTURES UNLESS APPROVED BY THE STRUCTURAL

ENGINEER.

3. MORTAR JOINTS SHALL BE TOOLED TO MATCH EXISTING.

• AFTER REPLACEMENT UNITS AND MORTAR HAS CURED, PROVIDE TWO (2) COATS PAINT EXTERIOR AND INTERIOR

SURFACES OF CMU INFILL.

1. REMOVE OR PROTECT ANY ITEMS NOT TO BE PAINTED

2. COLOR TO MATCH EXISTING FROM MANUFACTURER'S STANDARD COLOR SELECTION.

M A

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2' - 0"

OPENING

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3 ABOVE DOORWAY

3 ABOVE

OPENING

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MASONRY WALL

21' - 4" x 12'-8" +/-

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EXISTING WINDOWS (TYP)

EXISTING GARAGE DOOR

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ENLARGED

MASONRY REPAIR

PLAN

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MAN

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DEFINITIONS:

1. CONTRACTOR: THE ENTITY BINDED BY THE PRIME AGREEMENT WITH

THE CLIENT TO PERFORM THE TASKS INDICATED IN THE CONTRACT

DOCUMENTS. THE TERM CONTRACTOR INCLUDES AND IMPLIES ANY

RELEVANT SUB-CONTRACTOR THAT MAY BE PERFORMING THE

ACTUAL TASK UNDER THE CONTRACTOR’S DIRECTION.

2. CONTRACT DOCUMENTS: THE COMPLIMENTARY COLLECTION OF

DRAWINGS, SPECIFICATIONS, AND PROJECT MANUAL, WHICH ARE

DIRECTED TO THE CONTRACTOR, UNDER THE PRIME AGREEMENT.

3. FURNISH: TO SUPPLY, DELIVER, UNLOAD, AND INSPECT FOR DAMAGE.

4. INSTALL: TO UNPACK, ASSEMBLE, ERECT, APPLY, PLACE, FINISH,

CURE, PROTECT, CLEAN, START UP, AND MAKE READY FOR USE.

5. PROVIDE: TO FURNISH AND INSTALL.

6. SUPPLY: SAME AS FURNISH.

7. PRODUCT: MATERIAL, MACHINERY, COMPONENTS, EQUIPMENT,

FIXTURES, AND SYSTEMS FORMING THE WORK RESULT. NOT

MATERIALS OR EQUIPMENT USED FOR PREPARATION, FABRICATION,

CONVEYING, OR ERECTION AND NOT INCORPORATED INTO THE WORK

RESULT. PRODUCTS MAY BE NEW, NEVER BEFORE USED, OR RE-USED

MATERIALS OR EQUIPMENT.

8. PROJECT MANUAL: THE BOOK-SIZED VOLUME THAT INCLUDES THE

PROCUREMENT REQUIREMENTS (IF ANY), THE CONTRACTING

REQUIREMENTS, AND THE SPECIFICATIONS.

NATURE AND USE OF CONTRACT DOCUMENTS:

1. IF ANY DISCREPANCY IS FOUND WITHIN THE CONTRACT DOCUMENTS

DURING CONSTRUCTION, SUBMIT AN RFI TO THE ENGINEER FOR

DIRECTION BEFORE PROCEEDING. IF A DISCREPANCY IS FOUND

DURING BIDDING, AND THE DESIGN TEAM DOES NOT PROVIDE A

RESOLUTION BY THE FINAL ADDENDUM, BASE THE BID ON THE MORE

COSTLY INTERPRETATION. FAILING TO DO SO WILL NOT BE

CONSIDERED A VALID BASIS FOR CHANGE ORDERS DURING

CONSTRUCTION.

2. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING COMPLETE

CONTRACT DOCUMENTS TO ALL TRADES, AND FOR COORDINATING

BETWEEN ALL TRADES TO ENSURE PROPER INSTALLATION OF

COMPLETE AND FUNCTIONAL SYSTEMS AS SHOWN ON THE CONTRACT

DOCUMENTS.

3. THE CONTRACTOR IS RESPONSIBLE FOR ALL SCOPES OF WORK,

COMPLETENESS OF BIDS, AND PRICING EXERCISES. FURTHER,

COORDINATION AND DIVISION OF SCOPE AMONGST SUB-

CONTRACTORS IS THE RESPONSIBILITY OF THE CONTRACTOR.

4. DO NOT SCALE DRAWINGS FOR ROUGH-IN MEASUREMENTS OR USE

AS SHOP DRAWINGS. WHERE DRAWINGS ARE REQUIRED FOR THESE

PURPOSES OR HAVE TO BE MADE FROM FIELD MEASUREMENTS, TAKE

THE NECESSARY MEASUREMENTS AND PREPARE THE DRAWINGS.

5. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND DO NOT SHOW

EVERY SYSTEM OFFSET REQUIRED. COORDINATE WITH THE EXISTING

AND NEW STRUCTURE, ELECTRICAL, PLUMBING, FIRE PROTECTION

AND CEILING TO PROVIDE OFFSETS AS REQUIRED AND APPROPRIATE.

CODES, INSPECTIONS, AND PERMITS:

1. PERFORM ALL WORK IN ACCORDANCE WITH THE CODES,

REGULATIONS, AND LOCAL AMENDMENTS, AS CURRENTLY ADOPTED

BY THE AUTHORITY HAVING JURISDICTION (AHJ).

2. IF ANY DISCREPANCIES ARE FOUND BETWEEN CONTRACT

DOCUMENTS AND ANY APPLICABLE CODE OR LEGAL REQUIREMENT,

SUBMIT AN RFI TO ENGINEER FOR DIRECTION BEFORE PROCEEDING.

3. OBTAIN ALL PERMITS AND INSPECTIONS, AND PAY FOR ALL UTILITY

METERS AND UTILITY CONNECTIONS, REQUIRED BY THE AHJ FOR

PROJECT COMPLETION.

WARRANTY:

1. UNCONDITIONALLY GUARANTEE ALL LABOR AND MATERIAL ON ALL

WORK AGAINST DEFECTS IN WORKMANSHIP AND MATERIALS FOR A

PERIOD OF ONE YEAR, FOLLOWING FINAL ACCEPTANCE, EXCEPT AS

EXTENDED BY STANDARD MANUFACTURER WARRANTY AND/OR BY

REQUIRED EXTENSION STATED IN THE CONTRACT DOCUMENTS.

SUBMITTALS AND SUBSTITUTIONS:

1. MEET THE CRITERIA DESCRIBED HEREIN, PRIOR TO ENGINEER'S

REVIEW OF THE SUBMITTAL.

2. REFERENCE EQUIPMENT TAGS PROVIDED IN THE CONTRACT

DOCUMENTS.

3. CLEARLY INDICATE THE INTENDED PRODUCT TYPE, MODE, OPTIONS,

ACCESSORIES (FACTORY AND FIELD INSTALLED), AND ANY OTHER

OPTIONS OF ANY KIND.

4. INDICATE THE PLAN ISSUANCE AND DATE ON WHICH SUBMITTAL IS

BASED.

5. IF PROPOSING A SUBSTITUTION IN PLACE OF THE BASIS OF DESIGN

EQUIPMENT, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE

SPATIAL REQUIREMENTS, ACOUSTICAL, THERMAL, PHOTOMETRIC, AND

ELECTRICAL PERFORMANCE CHARACTERISTICS, AND COORDINATION

OF ALL INSTALLATION REQUIREMENTS. REVIEW AND APPROVAL BY

THE DESIGN TEAM DOES NOT ALTER OR MITIGATE THIS

RESPONSIBILITY. CLEARLY MARK SUBSTITUTIONS AS SUCH.

6. DESCRIBE ANY IMPACT TO OTHER DIVISIONS CREATED BY A

PRODUCT SUBSTITUTION ON THE SUBSTITUTION REQUEST FOR

CONSIDERATION BY THE DESIGN TEAM. PROVIDE AN ESTIMATE OF

ASSOCIATED COST IMPACT TO OTHER DIVISIONS WHERE APPLICABLE.

7. INDICATE WHERE PRODUCTS REQUIRE A PERFORMANCE DE-RATE

DUE TO ALTITUDE EFFECTS.

8. RE-SUBMITTALS MUST CONTAIN MARKUPS THAT CLEARLY DELINEATE

THE CHANGED ITEMS. ENGINEER WILL NOT RE-REVIEW THE ENTIRE

SUBMITTAL PACKAGE IN ORDER TO FIND THE CHANGES.

9. ALL DATA REQUIRED FOR REVIEW MUST BE CONTAINED IN THE FILES

PROVIDED TO THE ENGINEER. LINKS TO MANUFACTURER’S WEBSITES

WILL NOT BE ACCEPTED.

10. ROOM SCHEDULES ARE ACCEPTABLE TO INDICATE QUANTITIES.

PROJECT CLOSEOUT REQUIREMENTS:

1. COMPLETE ALL REQUIRED AHJ INSPECTIONS. MAKE COPIES OF

PERMITS AND INSPECTION REPORTS AVAILABLE.

2. PROVIDE A COMPLETE SET OF AS-BUILT PLANS AT THE COMPLETION

OF THE PROJECT WITH ALL CHANGES NOTED.

3. CONDUCT A TRAINING SESSION FOR OWNER’S DESIGNATED STAFF

FOR ALL CONTROLS SYSTEMS AND MAJOR EQUIPMENT. PRODUCE A

SIGN IN SHEET FOR THIS SESSION SHOWING ATTENDEES, DATE, LIST

OF EQUIPMENT AND SYSTEMS COVERED.

4. CLEAN JOB SITE OF ALL CONSTRUCTION DEBRIS, REPAIR ALL

DAMAGED FINISHES. REMOVE ALL EXISTING EQUIPMENT LABELS THAT

ARE NO LONGER ACCURATE, AND INSTALL NEW LABELING FOR NEW

EQUIPMENT AND SYSTEMS.

5. DELIVER EQUIPMENT MANUALS AND ANY REQUIRED SPARE PARTS TO

OWNER.

ACCESS AND CLEARANCES:

1. MAINTAIN ALL SERVICE AND ACCESS CLEARANCES REQUIRED BY

CODE OR MANUFACTURER FOR ALL EQUIPMENT.

2. PROVIDE ACCESS FOR ALL EQUIPMENT, ETC. LOCATED ABOVE NON-

ACCESSIBLE CEILINGS OR IN CONCEALED AREAS. PROVIDE

SUFFICIENT ACCESS FOR SERVICING AND MAINTENANCE.

3. UTILIZE APPROPRIATELY RATED ACCESS PANELS WHEN

PENETRATING A RATED ASSEMBLY.

PENETRATIONS AND RATED ASSEMBLIES:

1. THE ARCHITECTURAL PLANS SERVE AS THE REFERENCE FOR

LOCATIONS OF RATED WALLS, PARTITIONS, AND ASSEMBLIES.

COORDINATE ALL PENETRATIONS PRIOR TO ROUGH IN. FOR ALL

PENETRATIONS OF FIRE RATED ASSEMBLIES, UTILIZE AN ASSEMBLY UL

LISTED TO MAINTAIN THE RATING AND APPROVED BY ALL APPLICABLE

CODES.

STRUCTURAL MODIFICATIONS:

1. DO NOT DRILL, NOTCH, CUT, OR ALTER STRUCTURAL MEMBERS IN

ANY MANNER EXCEPT AS PERMITTED BY THE MATERIAL SPECIFIC

SECTIONS OF THE BUILDING CODE, MANUFACTURER’S GUIDELINES

FOR ENGINEERED PRODUCTS, OR THE RECOMMENDATION OF THE

STRUCTURAL ENGINEER OF RECORD.

EXISTING CONDITIONS AND DEMOLITION:

1. VISIT THE SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS

TO THE EXTENT POSSIBLE BEFORE BEGINNING WORK. IF

DISCREPANCIES ARE FOUND BETWEEN THE CONTRACT DOCUMENTS

AND ACTUAL SITE CONDITIONS, SUBMIT AN RFI TO THE ARCHITECT OR

ENGINEER FOR DIRECTION BEFORE PROCEEDING.

2. COORDINATE IN ADVANCE ALL WORK THAT AFFECTS EXISTING

SYSTEMS OR OPERATIONS (SUCH AS SHUT DOWNS, TIE-INS, OR

DEMOLITION), WITH THE BUILDING OWNER IN ADVANCE.

3. RETURN EXISTING EQUIPMENT NOTED AS TO BE REMOVED TO

OWNER IN THE SAME CONDITION AS FOUND (EXCEPT WHERE

CONTRACT DOCUMENTS CALL FOR DISPOSAL BY CONTRACTOR).

COORDINATE DELIVERY AND STORAGE LOCATION WITH CONTRACTOR.

4. COORDINATE REPAIR OF ADJACENT CONSTRUCTION AND FINISHES

DAMAGED OR EXPOSED DURING DEMOLITION WORK. MATCH EXISTING

FINISHES, AND INCLUDE PAINT ON ENTIRE WALL OR ROOM IF

REQUIRED TO MATCH COLOR.

5. X-RAY ANY SLAB PENETRATIONS PRIOR TO CORE DRILLING.

6. PRIOR TO TRENCHING OR EXCAVATION, CONTACT UTILITY

COMPANIES TO IDENTIFY UNDERGROUND UTILITIES AND LOCATE

SECONDARY SERVICE FEEDERS, UNDERGROUND BRANCH CIRCUITS,

GAS LINES, SPRINKLER LINES, ETC. ANY CUT OR DAMAGED

UNDERGROUND SYSTEMS TO BE REPAIRED OR REPLACED AT

CONTRACTOR'S EXPENSE.

7. PROVIDE MEANS OF TRACING TO ALL UNDGROUND UTILITIES OUTSIDE

THE BUILDING PERIMETER, IN COMPLIANCE WITH SUBSURFACE UTILITY

ENGINEERING REGULATIONS.

GENERAL NOTES

SINGLE LINE DIAGRAM SYMBOLS

CIRCUIT BREAKER

FUSE

SWITCH

NEUTRAL BUS

GROUND BUS

BOND

GROUNDING ELECTRODE

TRANSFORMER

UTILITY METER

POWER METER

GROUND FAULT CIRCUIT INTERRUPTOR

ARC ENERGY REDUCTION

MAINTENANCE SWITCH

SURGE SUPRESSOR

VARIABLE FREQUENCY DRIVE

RECEPTACLES

STANDARD WALL MOUNTED

DUPLEX RECEPTACLE

CROSS LINES INDICATE

QUADRUPLEX

SINGLE LINE

INDICATES SIMPLEX

TRIANGLE INDICATES SPECIAL

NEMA TYPE (SEE KEYNOTES)

CENTER FILL INDICATES ABOVE

COUNTER (6" TO BOTTOM)

OUTER CIRCLE INDICATES

CEILING MOUNT (FLUSH)

OUTER SQUARE INDICATES

FLOOR MOUNT

"G" INDICATES PROVIDE GFCI

PROTECTION AT DEVICE OR BREAKER

"W" INDICATES WEATHERPROOF

IN-USE COVER AND GFCI PROTECTION

NT

GR

SPD

GFI

M

G

W

RECEPTACLE SYMBOL MODIFIERS:

ANNOTATION SYMBOLS

KEYNOTE TAG

REVISION TAG

ELECTRICAL EQUIPMENT TAG

REFER TO EQUIPMENT SCHEDULE

ELECTRICAL CONNECTION TAG

(EQUIPMENT SPECIFIED BY OTHERS)

REFER TO CONNECTION SCHEDULE

FEEDER TAG

REFER TO FEEDER SCHEDULE

CIRCUIT TAG

REFER TO PANEL SCHEDULE

AA-#-###

LINETYPES / PHASING

SOLID DARK LINES INDICATE

NEW OR MODIFIED ITEMS

DASHED DARK LINES INDICATE

ITEMS TO BE DEMOLISHED

SOLID LIGHT LINES INDICATE

EXISTING ITEMS TO REMAIN

reference info

A###

AA - #,#,#

AA-#-###

ARS

MET

VFD

SYMBOL LEGEND

# NUMBER

Φ PHASE

A AMPERES

AC ALTERNATING CURRENT

AFCI ARC FAULT CIRCUIT INTERRUPTER

AIC AMPERE INTERRUPTING CAPACITY

AL ALUMINUM

ATS AUTOMATIC TRANSFER SWITCH

AWG AMERICAN WIRE GAUGE

BLDG BUILDING

CND CONDUIT

CATV CATEGROY 5 CABLE

CB CIRCUIT BREAKER

CCT CORRELATED COLOR TEMPERATURE

CCTV CLOSED CIRCUIT TELEVISION

CD CANDELA

CKT CIRCUIT

CLF CURRENT LIMITING FUSE

CPT CONTROL POWER TRANSFORMER

CT CURRENT TRANSFORMER

CU COPPER

DB DECIBEL

DC DIRECT CURRENT

DIA DIAMETER

EC ELECTRICAL CONTRACTOR

ELEC ELECTRICAL

ELEV ELEVATOR

EPO EMERGENCY POWER OFF

FACP FIRE ALARM CONTROL PANEL

FAA FIRE ALARM ANNUNCIATOR

FLA FULL LOAD AMPERES

G GROUND

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GND GROUND

HOA HAND-OFF-AUTOMATIC SWITCH

HVAC HEATING, VENTILATION, AIR CONDITIONING

HZ HERTZ

IG ISOLATED GROUND

KCMIL THOUSAND CIRCULAR MILS

KVA KILOVOLT-AMPERES

KVAR KILOVOLT-AMPERES REACTIVE

LTG LIGHTING

LRA LOCKED ROTOR AMPS

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MI MINERAL INSULATED

MLO MAIN LUGS ONLY

MW MEGAWATT

NC NORMALLY CLOSED

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELEC. MANUFACTURERS ASSOC.

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NO NORMALLY OPEN

P POLE

PNL PANEL

PT POTENTIAL TRANSFORMER

QTY QUANTITY

REC RECEPTACLE

RMS ROOT MEAN SQUARE

RVSS REDUCED VOLTAGE SOFT STARTER

SE SERVICE ENTRANCE

SP SPARE

ST SHUNT TRIP

SYM SYMMETRICAL

TELE TELECOMMUNICATIONS

TGB TELECOMMUNICATIONS GROUNDING BUSBAR

UG UNDER GROUND

UL UNDERWRITERS LABORATORY

UTIL SERVING UTILITY

V VOLT

VA VOLT-AMPERE

VFD VARIABLE FREQUENCY DRIVE

VT VOLTAGE TRANSFORMER

W WATT OR WIRE

WP WEATHERPROOF OR WATERPROOF

XFMR TRANSFORMER

ABBREVIATIONS

W e st

S ix th S tr e e t, S u ite

G le n w o o d S p ri n g s, C

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.9

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-i n c.

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Title:

Dwg No.

Job No.

Drawn by:

Print Date:

PE:QC:

File:

P ro je c t

M ile s to n e

C e n tr a l M o d e l:

C

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\a h a y m e s \D o c u m e n ts \C ra ig

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G M

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/7

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P

M

C

IT

Y O

F C

R A

IG

W T

P G

E N

E R

A T

O R

A D

D

IT

IO

N

A N

D M

C C

R E

P L

A C

E M

E N

T

NOT FOR

CONSTRUCTION

2013-520.030

AH

2025-04-07

AHKG

ELECTRICAL

LEGEND AND

GENERAL NOTES

E001

B id

S e t

D e s c ri p ti o n

D a te

B y

ELECTRICAL SHEET LIST

Sheet

Number Sheet Name

E001 ELECTRICAL LEGEND AND GENERAL NOTES

E101 OVERALL ELECTRICAL PLAN - DEMOLITION

E102 OVERALL ELECTRICAL PLAN - PROPOSED

E401 ENLARGED ELECTRICAL PLANS - PHASE 1

E402 ENLARGED ELECTRICAL PLANS - PHASE 1

E403 ENLARGED ELECTRICAL PLANS - PHASE 2

E404

ENLARGED ELECTRICAL PLANS - ADD

ALTERNATE

E501 ELECTRICAL DETAILS

E601 ELECTRICAL SCHEDULES

E701 SINGLE LINE DIAGRAM - DEMOLITION

E702 SINGLE LINE DIAGRAM - PROPOSED

ADOPTED CODES

LOCAL AMENDMENTS CURRENT

AHJ CITY OF CRAIG

NEC 2023

IECC 2018

IBC 2018

IMC 2018

IFGC 2018

IPC 2018

UP

MCC-2

XFMR P

PANEL P

STAB-LOK

PANEL

VAULT

EXISTING

ATS

MCC-0

MCC 1-1

MCC 1-3 MCC 1-2

SWBD

PANEL HP

PANEL FP

OVERHEAD ABOVE ROOF

4" CONDUIT

INTERIOR EXPOSED

4" CONDUIT

INTERIOR EXPOSED

ROUTE

UNKNOWN

SPARE

SERVICE

XFMR

UTIL.

METER

CABINET

ACTIVE

SERVICE

XFMR

E403

E401

E404

OFFICE

PUMP

ROOM

CONTROL

ROOM

GENERATOR

ROOM

LOADING

DOCK

MCC FEEDER

ROUTES

UNKNOWN

W e st

S ix th S tr e e t, S u ite

G le n w o o d S p ri n g s, C

O

.9

.1 w .s g m

-i n c.

co m

Title:

Dwg No.

Job No.

Drawn by:

Print Date:

PE:QC:

File:

P ro je c t

M ile s to n e

C e n tr a l M o d e l:

C

U s e rs

\a h a y m e s \D o c u m e n ts \C ra ig

W T

P M

C C

R a h a y m e s S

G M

.r v t

/7

/2

:1 :5

P

M

C

IT

Y O

F C

R A

IG

W T

P G

E N

E R

A T

O R

A D

D

IT

IO

N

A N

D M

C C

R E

P L

A C

E M

E N

T

NOT FOR

CONSTRUCTION

2013-520.030

AH

2025-04-07

AHKG

OVERALL

ELECTRICAL PLAN -

DEMOLITION

E101

B id

S e t

NO SCALE

OVERALL PLAN - DEMOLITION

D e s c ri p ti o n

D a te

B y

KEYNOTES

TO THE BEST OF THE CITY'S KNOWLEDGE, THE PLANT IS

SUPPLIED BY THREE SEPERATE UTILITY SERVICES FROM A

SINGLE METER CABINET, VIA AN UNDERGROUND VAULT, TO

THREE DIFFERENT LOCATIONS (MCC-0, MCC-1, AND MCC-2).

WHILE EACH MCC DOES HAVE DISCONNECTING MEANS,

THERE IS NO SERVICE DISCONNECT FOR THE ENTIRE PLANT

AS REQUIRED BY THE NEC. THE FACILITY CANNOT BE FULLY

DEENERGIZED WITHOUT ASSISTANCE FROM A YVEA CREW.

DUE TO DIFFICULTY IN IMPEDANCE MATCHING, YVEA STORES

A SPARE SERVICE TRANSFORMER ON SITE FOR QUICK

REPLACEMENT IF NEEDED. THIS SPARE IS STORED ON TOP OF

THE VAULT THROUGH WHICH THE THREE EXISTING SERVICES

ARE ROUTED, RENDERING THE SPLICES INACCESSIBLE.

DEMOLITION IN THIS AREA IS PART OF ADDITIVE ALTERNATE

BID #1, “OLD PLANT CLEANUP.” IF ALTERNATE IS NOT TAKEN,

MCC-2 AND ASSOCIATED SUBPANELS ARE TO REMAIN,

RESUPPLY FROM MDS.

THE EXISTING FREESTANDING EQUIPMENT GROUP LOCATED

IN THE CONTROL ROOM IS REFERRED TO COLLECTIVELY AS

"MCC1" BUT ACTUALLY CONSISITS OF A SWITCHBOARD AND

THREE MCCS. TO AVOID CONFUSION WITH OTHER MCCS IN

THE PLANT, THEY ARE TAGGED HERE AS "SWBD," "MCC1-1,"

"MCC1-2," AND "MCC1-3". THE TWO COMPONENTS FACING THE

VFD ROOM (SWBD AND MCC1-2) DO NOT HAVE ADEQUATE

WORKING SPACE AS REQUIRED BY NEC 110.

GENERAL PLAN NOTES

FOR FACILITY OUTAGES, OBTAIN WRITTEN APPROVAL

FROM THE CITY WATER AND WASTEWATER DIRECTOR AT

LEAST TWO WEEKS IN ADVANCE. OUTAGES ARE NOT

ALLOWED DURING HIGH SEASON (MARCH THROUGH

AUGUST), AND CAN NOT EXCEED 3 DAYS IN DURATION.

TO MITIGATE LEAD TIME IMPACTS, LARGE EQUIPMENT

REQUIRED FOR THIS PROJECT HAS BEEN PRE-PURCHASED

DIRECTLY BY THE CITY. REFER TO EQUIPMENT SCHEDULE

FOR DETAILS. EQUIPMENT SUBMITTALS FOR

PRE-PURCHASED EQUIPMENT ARE PROVIDED IN PROJECT

MANUAL APPENDIX A. EXPECTED SHIP DATES AND

STORAGE…