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G-002
<br />GENERAL NOTES
<br />GOVERNING SPECIFICATIONS
<br />1.CITY OF LAKE ELMO (CITY) STANDARD SPECIFICATIONS AND REQUIREMENTS.
<br />2.WASHINGTON COUNTY STANDARD SPECIFICATIONS AND REQUIREMENTS.
<br />3.VALLEY BRANCH WATERSHED STANDARD SPECIFICATIONS AND REQUIREMENTS.
<br />4.CITY/UTILITY PROVIDER SPECIFICATIONS, CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) STANDARD
<br />SPECIFICATIONS FOR UTILITIES (LATEST EDITION), MPCA/MCES REQUIREMENTS, AND MINNESOTA PLUMBING CODE
<br />(MINNESOTA RULES CHAPTER 4714)
<br />5. APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND ORDINANCES
<br />GENERAL NOTES
<br />1.UNTIL REVISION BLOCK STATES "ISSUED FOR CONSTRUCTION", THE PLAN SET IS NOT CERTIFIED FOR
<br />CONSTRUCTION AND CONTRACTOR IS BUILDING AT THEIR OWN RISK.
<br />2.EXISTING CONDITIONS SHOWN ARE FROM A TOPOGRAPHIC SURVEY COMPLETED BY EGAN, FIELD & NOWAK, INC.,
<br />DATED JULY 2024. EXISTING FEATURES MAY NOT BE EXACT TO THEIR LOCATION. CONTRACTOR RESPONSIBLE FOR
<br />VERIFYING THE CONDITIONS OF THE SITE AND MUST IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF
<br />DISCREPANCIES OR VARIATIONS FROM THE DRAWINGS.
<br />3.SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS
<br />DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-2 ENTITLED “STANDARD GUIDELINES FOR THE
<br />COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA”. EXACT LOCATION/DEPTH OF SUBSURFACE
<br />UTILITIES SUCH AS GAS, TELEPHONE, FIBER OPTIC, SEWER, WATER, PIPELINES, ELECTRICAL, AND CABLE TV ARE
<br />UNKNOWN AND THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.
<br />4.CONTRACTOR RESPONSIBLE FOR CONTACTING GOPHER STATE ONE CALL (811 OR 1-800-252-1166) A MINIMUM OF 48
<br />HOURS IN ADVANCE (NOT INCLUDING THE DAY OF THE REQUEST AND EXCLUDING HOLIDAYS AND WEEKENDS)
<br />BEFORE STARTING WORK FOR LOCATIONS OF UNDERGROUND UTILITIES.
<br />5.QUANTITIES ARE APPROXIMATE, AND MAY VARY TO ALLOW COMPLETION OF WORK.
<br />6.WORK AND MATERIALS MUST COMPLY WITH CITY, COUNTY, STATE, AND FEDERAL (INCLUDING OSHA) REGULATIONS
<br />AND CODES.
<br />7.CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS TO ADJACENT PROPERTIES THROUGHOUT
<br />CONSTRUCTION.
<br />8.CONTRACTOR SHALL COORDINATE AND MAINTAIN MAIL, GARBAGE, AND RECYCLING SERVICES TO PROPERTIES
<br />THROUGHOUT CONSTRUCTION. COORDINATE WITH LOCAL POSTMASTER, GARBAGE AND RECYCLING SERVICES.
<br />9.CONTRACTOR SHALL COORDINATE AND MAINTAIN STORMWATER DRAINAGE CONVEYANCE THROUGHOUT
<br />CONSTRUCTION (BOTH PIPED AND OVERLAND FLOW).
<br />10.CONTRACTOR SHALL COORDINATE AND MAINTAIN WATER AND SANITARY FLOW TO AND FROM PROPERTIES.
<br />PROVIDE BYPASS AND TEMPORARY SYSTEMS, AS NECESSARY.
<br />11.CONTRACTOR SHALL COORDINATE AND MAINTAIN UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES.
<br />UTILITY SERVICE MUST NOT BE INTERRUPTED WITHOUT APPROVAL FROM OWNER, CITY, AND ADJACENT
<br />PROPERTIES.
<br />12.CONSTRUCTION LIMITS ARE TO PROPERTY LINE UNLESS SHOWN OR NOTED OTHERWISE. CONTRACTOR SHALL
<br />RESTRICT CONSTRUCTION ACTIVITIES TO AREAS DESIGNATED ON PLANS WITHIN THE CONSTRUCTION LIMITS.
<br />13.CONTRACTOR SHALL PRESERVE AND PROTECT EXISTING PAVEMENT, SITE FEATURES, UTILITIES, TREES, ETC.,
<br />UNLESS NOTED OR SHOWN OTHERWISE.
<br />14.CONTRACTOR SHALL PHOTO OR VIDEO DOCUMENT EXISTING CONDITIONS OF TREES AND PLANTINGS, ADJOINING
<br />CONSTRUCTION, SURFACES, AND SITE IMPROVEMENTS, ETC. TO REMAIN THAT MIGHT BE MISCONSTRUED AS
<br />DAMAGE CAUSED BY CONSTRUCTION OPERATIONS. SUBMIT TO ENGINEER AND OWNER BEFORE CONSTRUCTION
<br />BEGINS. USE ADEQUATELY DETAILED PHOTOGRAPHS OR VIDEO RECORDINGS. INCLUDE PLANS AND NOTATIONS TO
<br />INDICATE SPECIFIC EXISTING DAMAGE CONDITIONS OF ITEMS DESIGNATED TO REMAIN. ANY DAMAGE TO THE
<br />EXISTING PAVEMENT, CURBING, STRIPING, OR OTHER SITE FEATURE TO REMAIN MUST BE REPLACED BY THE
<br />CONTRACTOR, TO OWNER'S SATISFACTION, AT NO ADDITIONAL COST TO THE OWNER.
<br />15.CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT
<br />PROPERTIES DURING CONSTRUCTION AND WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES.
<br />16.CONTRACTOR MUST IMMEDIATELY NOTIFY THE OWNER AND ENGINEER IN WRITING OF DISCREPANCIES OR
<br />CONFLICTS IN THE CONTRACT DOCUMENTS BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS
<br />ARE TO BE MADE WITHOUT PRIOR WRITTEN APPROVAL FROM THE ENGINEER. FAILURE TO NOTIFY OWNER AND
<br />ENGINEER OF AN IDENTIFIABLE CONFLICT BEFORE PROCEEDING WITH INSTALLATION RELIEVES OWNER AND
<br />ENGINEER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER.
<br />17.CONTRACTOR SHALL HAVE ONE COPY OF EACH REQUIRED CONSTRUCTION PERMIT AND ONE COPY OF THE MOST
<br />CURRENT AND COMPLETE SET OF CONSTRUCTION DOCUMENTS (INCLUDING PLANS, SPECIFICATIONS,
<br />GEOTECHNICAL REPORT, SPECIAL CONDITIONS AND PROVISIONS, ETC.) AVAILABLE AT THE PROJECT SITE AT ALL
<br />TIMES.
<br />18.CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR IMPLEMENTATION AND ENFORCEMENT OF SAFE WORK
<br />PRACTICES, INCLUDING BUT NOT LIMITED TO PERSONNEL MONITORING, USE OF TRENCHING, SHEETING, AND
<br />SHORING, SCAFFOLDING; MATERIALS HANDLING AND DRILLING; OPERATION OF EQUIPMENT; AND SAFETY OF
<br />PUBLIC DURING PROGRESS OF WORK.
<br />19.CONTRACTOR SHALL PLAN FOR AND ENSURE PERSONNEL COMPLY WITH PROVISIONS OF OSHA SAFETY AND
<br />HEALTH STANDARDS (29 CFR 1910) AND GENERAL CONSTRUCTION STANDARDS (29 CFR 1926) AS APPROPRIATE.
<br />20.CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING SAFETY PRECAUTIONS
<br />AND PROGRAMS IN CONNECTION WITH WORK. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS FOR SAFETY
<br />OF EMPLOYEES ON PROJECT SITE AND OTHER PERSONS AND ORGANIZATIONS WHO MAY BE AFFECTED BY THE
<br />PROJECT. CONTRACTOR'S DUTIES AND RESPONSIBILITIES FOR SAFETY IN CONNECTION WITH WORK SHALL
<br />CONTINUE UNTIL SUCH TIME AS ALL WORK IS COMPLETED, AND ENGINEER HAS ISSUED NOTICE TO CONTRACTOR
<br />THAT WORK IS COMPLETE.
<br />21.HAZARDOUS MATERIALS, INCLUDING BUT NOT LIMITED TO OIL, GASOLINE, PAINT AND OTHER HAZARDOUS
<br />SUBSTANCES MUST BE PROPERLY STORED, BY THE CONTRACTOR, INCLUDING SECONDARY CONTAINMENTS, TO
<br />PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO
<br />PREVENT VANDALISM. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH
<br />LOCAL/STATE/FEDERAL REGULATIONS. CONTRACTOR SHALL REMOVE SPILL OF FUELS, OILS, OR OTHER CHEMICALS
<br />IMMEDIATELY UPON DETECTION.
<br />22.IF CONSTRUCTION IS ANTICIPATED TO OCCUR DURING COLD WEATHER, IN THE EVENT THAT SNOW/ICE REMOVAL IS
<br />REQUIRED FOR SITE ACCESS AND CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL REMOVE SNOW/ICE AND
<br />COORDINATE WITH OWNER FOR ACCEPTABLE SNOW/ICE STORAGE AREAS ONSITE. SNOW/ICE REMOVAL AND
<br />STORAGE IS INCIDENTAL TO THE CONTRACT.
<br />23.CONTRACTOR SHALL DOCUMENT AND MAINTAIN AS-BUILT INFORMATION AS CONSTRUCTION PROGRESSES AND IS
<br />RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS TO THE OWNER AS REQUIRED BY JURISDICTIONAL AGENCIES
<br />FOR CERTIFICATION. ALL AS-BUILT DATA MUST BE COLLECTED BY A LICENSED PROFESSIONAL LAND SURVEYOR
<br />REGISTERED IN THE PROJECT'S STATE WHOSE SERVICES ARE ENGAGED AND PAID FOR BY THE CONTRACTOR.
<br />REMOVAL/DEMOLITION NOTES
<br />1.SEE GENERAL NOTES FOR ADDITIONAL PROJECT AND SITE INFORMATION.
<br />2.CONTRACTOR SHALL OBTAIN PERMITS REQUIRED FOR DEMOLITION, REMOVAL AND DISPOSAL.
<br />3.CONTRACTOR SHALL REVIEW FEATURES NOT SPECIFICALLY IDENTIFIED ON PLAN FOR SALVAGE OR REMOVAL
<br />THAT CONFLICT WITH CONSTRUCTION WITH THE ENGINEER.
<br />4.MATERIALS REMOVED/DEMOLISHED BY CONTRACTOR BECOME PROPERTY OF THE CONTRACTOR, UNLESS
<br />OTHERWISE NOTED. CONTRACTOR SHALL LOAD AND HAUL MATERIAL OFF-SITE AND PROPERLY DISPOSE OF
<br />MATERIALS IN ACCORDANCE WITH APPLICABLE REGULATIONS. CONTRACTOR MUST LEAVE THE SITE IN A
<br />CONDITION TO THE SATISFACTION OF THE OWNER AND ENGINEER.
<br />5.CONTRACTOR SHALL SAWCUT FULL DEPTH AT PAVEMENT REMOVAL LIMITS AND AS NECESSARY TO CREATE A
<br />SMOOTH FIT/TRANSITION ALONG MATCHING PAVEMENT AREAS.
<br />REMOVAL/DEMOLITION NOTES (CONT.)
<br />6.CONTRACTOR SHALL COORDINATE UTILITY REMOVAL WORK WITH APPROPRIATE UTILITY OWNER.
<br />7.CONTRACTOR SHALL SALVAGE AND REINSTALL STREET AND TRAFFIC SIGNS IN CONFLICT WITH CONSTRUCTION
<br />ACTIVITIES AS NOTED OR AS DIRECTED BY ENGINEER. IF SIGNS ARE DAMAGED DURING CONSTRUCTION,
<br />CONTRACTOR REQUIRED TO PROVIDE NEW SIGNS AT NO ADDITIONAL COST TO THE OWNER.
<br />8.CONTRACTOR SHALL SALVAGE AND REINSTALL FENCE IN CONFLICT WITH CONSTRUCTION ACTIVITIES AS NOTED
<br />OR AS DIRECTED BY ENGINEER. IF FENCE IS DAMAGED DURING CONSTRUCTION, CONTRACTOR REQUIRED TO
<br />PROVIDE NEW FENCE, TO OWNER'S SATISFACTION, AT NO ADDITIONAL COST TO THE OWNER.
<br />9.IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR MUST CONTACT
<br />THE ENGINEER IMMEDIATELY. ALL CONTAINERS OR TANKS MUST BE DISPOSED OF PROPERLY AT A
<br />REGULATED/PERMITTED FACILITY.
<br />10.UNLESS OTHERWISE NOTED, CONTRACTOR IS RESPONSIBLE FOR REMOVAL/DEMOLITION WITHIN ALL AREAS OF
<br />PROPOSED IMPROVEMENTS. REMOVAL LIMITS ARE IDENTIFIED ON THE DRAWINGS IN ANTICIPATED LOCATIONS.
<br />CONTRACTOR RESPONSIBLE FOR REMOVALS AS NECESSARY TO CONSTRUCT NEW IMPROVEMENTS AND CONFORM
<br />TO DESIGN REQUIREMENTS. ALL FACILITIES TO BE REMOVED MUST BE UNDERCUT TO SUITABLE MATERIAL AND
<br />BROUGHT TO GRADE WITH SUITABLE FILL MATERIAL IN ACCORDANCE WITH THE SPECIFICATIONS AND AS DIRECTED
<br />BY THE ENGINEER
<br />SITE NOTES
<br />1.SEE GENERAL NOTES FOR ADDITIONAL PROJECT AND SITE INFORMATION.
<br />2.REFER TO THE ARCHITECTURAL, STRUCTURAL, LANDSCAPE, AND MEP PLANS FOR EXACT LOCATIONS OF AND
<br />DIMENSIONS OF BUILDINGS, VESTIBULES, STOOPS, OVERHANGS, COLUMNS, RAMPS, SIDEWALKS, TRASH
<br />ENCLOSURES, TRAFFIC GATES, MONUMENT SIGNS, LANDSCAPING, PLANTINGS, TREES, SITE LIGHTING, EXTERIOR
<br />ELECTRICAL, BACKFLOW PREVENTORS AND BUILDING UTILITY ENTRANCE LOCATIONS.
<br />3.BUILDING LINES SHOWN ARE APPROXIMATE OUTSIDE LINES OF BUILDINGS AT GRADE, MAY NOT ACCOUNT FOR
<br />EXTRUSIONS (I.E. BALCONIES, OVERHANGS, LIGHTING, ETC.) ABOVE GRADE, AND ARE BASED ON INFORMATION
<br />PROVIDED TO STANTEC BY THE ARCHITECT. CONTRACTOR SHALL VERIFY FINAL BUILDING PLANS WITH ARCHITECT.
<br />4.CONTRACTOR AND SURVEYOR SHALL FIELD VERIFY THE BUILDING FOOTPRINT/OUTLINE AND OUTER MOST
<br />EXTRUSIONS PRIOR TO CONSTRUCTION TO REVIEW POTENTIAL CONFLICTS WITH ADJACENT WORK, EXISTING SITE
<br />FEATURES, PROPERTY LINES, SETBACKS, ETC.
<br />5.CONCRETE GUTTER PAN TO TIP IN THE SAME DIRECTION AS THE ADJACENT PAVEMENT.
<br />6.DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.
<br />7.TOLERANCES:
<br />A.RETAINING WALL TOLERANCES: VERTICAL ALIGNMENT: +/- 1.5 INCHES OVER ANY 10-FT DISTANCE. HORIZONTAL
<br />ALIGNMENT: +/- 1.5 INCHES OVER ANY 10-FT DISTANCE. WALL BATTER: WITHIN 2 DEGREES OF DESIGN BATTER.
<br />OVERALL WALL BATTER SHALL BE GREATER THAN 0 DEGREES. CORNERS AND CURVES: +/- 1 FT TO THEORETICAL
<br />LOCATION. MAX HORIZONTAL GAP BETWEEN UNITS: LESS THAN OR EQUAL TO 0.5 INCHES.
<br />PAVING, PAVEMENT MARKING, AND SIGNAGE NOTES
<br />1.SEE GENERAL NOTES FOR ADDITIONAL PROJECT AND SITE INFORMATION.
<br />2.CONTRACTOR SHALL MAINTAIN STREET AND TRAFFIC SIGNS AT ALL TIMES DURING CONSTRUCTION.
<br />3.SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES MUST BE IN ACCORDANCE WITH THE
<br />STATE'S MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE APPLICABLE ROAD AUTHORITY
<br />STANDARDS.
<br />4.THE PAVEMENT SURFACE SHALL BE CLEANED AT THE DIRECTION OF THE APPLICABLE ROAD AUTHORITY AND THE
<br />ENGINEER JUST PRIOR TO APPLICATION OF PAVEMENT MARKINGS. PAVEMENT CLEANING SHALL CONSIST OF AT
<br />LEAST BRUSHING WITH A ROTARY BROOM (NON-METALLIC) OR AS RECOMMENDED BY THE MATERIALS
<br />MANUFACTURER AND ACCEPTABLE TO THE APPLICABLE ROAD AUTHORITY AND THE ENGINEER.
<br />5.THE PAVEMENT MARKING APPLICATION SHALL IMMEDIATELY FOLLOW THE PAVEMENT CLEANING.
<br />6.PAVEMENT MARKING EDGE LINES ARE TO BE BROKEN ONLY AT INTERSECTION WITH PUBLIC ROADS AND PRIVATE
<br />ENTRANCES IF THEY ARE CONTROLLED BY A YIELD SIGN, STOP SIGN OR TRAFFIC SIGNAL. THE BREAK POINT IS TO
<br />BE AT THE START OF THE RADIUS FOR THE INTERSECTION OR AT MARKED STOP LINES.
<br />7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAVEMENT MARKING RELATED ACTIVITIES, SUCH AS, BUT NOT
<br />LIMITED TO, COLLECTING DATA FROM IN PLACE LANE LINES, MARKING PERMANENT MARKING ALIGNMENTS,
<br />NECESSARY 'SPOTTING' AT APPROPRIATE POINTS AND TO DETERMINE NECESSARY STARTING AND CUTOFF
<br />POINTS. EXACT LOCATION OF PAVEMENT MARKINGS TO BE FIELD LOCATED BY THE ENGINEER.
<br />8.THE CONTRACTOR SHALL HAVE A MINIMUM OF 2 PEOPLE WITH CURRENT ACI CONCRETE FLATWORK TECHNICIAN
<br />OR FLATWORK FINISHER CERTIFICATION, AND AT LEAST ONE OF THEM MUST BE ONSITE FOR ALL CONCRETE
<br />POURS.
<br />9.PROTECT CONCRETE PAVING FROM DAMAGE. EXCLUDE TRAFFIC FROM PAVING FOR A MINIMUM OF 14 DAYS AFTER
<br />PLACEMENT. WHEN CONSTRUCTION TRAFFIC IS PERMITTED, MAINTAIN PAVING AS CLEAN AS POSSIBLE BY
<br />REMOVING SURFACE STAINS AND SPILLAGE OF MATERIALS AS THEY OCCUR. MAINTAIN CONCRETE FREE OF
<br />STAINS, DISCOLORATION, DIRT, AND OTHER FOREIGN MATERIALS. SWEEP PAVING NOT MORE THAN TWO DAYS
<br />BEFORE DATE SCHEDULED FOR SUBSTANTIAL COMPLETION INSPECTIONS. REPAIR OR REPLACE
<br />STAINED/DISCOLORED CONCRETE TO THE SATISFACTION OF THE OWNER AT NO COST TO THE OWNER.
<br />10.CONSTRUCTION AND MATERIALS WITHIN PUBLIC RIGHT-OF-WAY MUST BE IN ACCORDANCE WITH APPLICABLE ROAD
<br />AUTHORITY'S SPECIFICATIONS AND STANDARDS. DOT SPECIFICATIONS AND STANDARDS APPLY IF NOT COVERED
<br />BY LOCAL OR COUNTY REGULATIONS. PAVING, PAVEMENT MARKINGS, AND SIGNAGE WITHIN THE SITE SHALL MEET
<br />THE FOLLOWING REQUIREMENTS:
<br />A.BITUMINOUS: CONFORM TO MN/DOT SPEC 2360
<br />1)WEARING COURSE MIX DESIGN: SPWEA340B
<br />2)NON-WEARING COURSE MIX DESIGN: SPNWB330B
<br />3)RECYCLED MATERIALS: WEARING COURSES - 10% MAX RAP, NO RAS ALLOWED. NON-WEARING COURSES - 20%
<br />MAX RAP
<br />4)TACK COAT: MN/DOT SPEC 2357, EMULSIFIED ASPHALT, CATIONIC, CSS-1 OR CSS-1H
<br />B.MAXIMUM ALLOWABLE BITUMINOUS LIFT THICKNESS SHALL NOT EXCEED 3 INCHES. MINIMUM LIFT THICKNESS
<br />SHALL BE IN ACCORDANCE WITH THE FOLLOWING: 1.5 INCHES FOR MIXES WITH 0.5 INCH MAX AGGREGATE SIZE
<br />(SP 9.5); 2 INCHES FOR MIXES WITH 0.75 INCH MAX AGGREGATE SIZE (SP 12.5); 0.75 INCHES FOR MIXES WITH
<br />0.375 INCH MAX AGGREGATE SIZE (SP 4.75)
<br />C.PLACE TACK COAT BETWEEN NEW SURFACE AND EACH NEW LIFT AT A RATE OF 0.05 GALLONS PER SQUARE
<br />YARD.
<br />D.CONCRETE SIDEWALK/DRIVEWAYS/SLABS MATERIALS: MN/DOT SPEC 2461
<br />1)MANUAL PLACEMENT MIX DESIGN: MN/DOT MIX 3F52A
<br />2)FLY ASH: CLASS F
<br />E.CONCRETE CURB AND GUTTER MATERIALS: MN/DOT SPEC 2461
<br />1)MANUAL PLACEMENT: MN/DOT 3F52
<br />2)SLIP FORM PLACEMENT: MN/DOT 3F32
<br />F.CONCRETE METAL REINFORCEMENT:
<br />1)REINFORCING BARS: DEFORMED GRADE 60 BARS CONFORMING TO ASTM A615 AND A996. COATING: EPOXY
<br />COATED IN ACCORDANCE WITH ASTM A775 OR ASTM A934.
<br />2)TIE WIRE: PLASTIC OR NYLON-COATED TIE WIRES IN CONFORMANCE WITH MN/DOT SPEC 2472.
<br />3)BAR SUPPORTS: CONFORM TO "BAR SUPPORT SPECIFICATIONS AND STANDARD NOMENCLATURE", CRSI
<br />MANUAL OF STANDARD PRACTICE.
<br />PAVING, PAVEMENT MARKING, AND SIGNAGE NOTES (CONT.)
<br />G.CONCRETE ISOLATION/EXPANSION JOINT MATERIAL: MN/DOT SPEC 3702, TYPE D-1 OR D-2 FROM MN/DOT'S
<br />APPROVED PRODUCT LIST. PROVIDE SINGLE COMPONENT, GUN GRADE POLYURETHANE JOINT SEALANT IN
<br />ACCORDANCE WITH ASTM C920, LIGHT GRAY COLOR TO MATCH CONCRETE COLOR. PROVIDE BACKER ROD AS
<br />RECOMMENDED BY JOINT MANUFACTURER.
<br />H.CONCRETE CURING MATERIALS: MN/DOT SPEC 3754 (POLY-AMS MEMBRANE)
<br />I.SILANE/SILOXANE CONCRETE SEALER: SILOXA-TEK 8500, OKON S40, ARMOR SX5000, OR APPROVED EQUAL.
<br />SHALL BE APPLIED PER MANUFACTUER INSTRUCTIONS. SHALL BE APPLIED ON A CLEAN, DRY, AND ABSORBENT
<br />SURFACE THAT HAS BEEN CURED FOR AT LEAST 28 DAYS PRIOR TO APPLICATION. SHALL BE APPLIED TO A
<br />SURFACE THAT IS ABOVE 40 DEGREES FAHRENHEIT AND WILL NOT FREEZE FOR AT LEAST 24 HOURS.
<br />APPLICATION RATE SHALL BE MONITORED AND BE GREATER THAN MANUFACTURERS RECOMMENDATIONS.
<br />J.CONCRETE CURING AND SEALER ALTERNATE: TK PRODUCTS ONE-STEP CURING AND SEALING PRODUCT OR
<br />EQUAL. SHALL BE APPLIED PER MANUFACTUER INSTRUCTIONS. SHALL BE APPLIED TO A SURFACE THAT IS
<br />ABOVE 40 DEGREES FAHRENHEIT AND WILL NOT FREEZE FOR AT LEAST 24 HOURS. APPLICATION RATE SHALL BE
<br />MONITORED AND BE GREATER THAN MANUFACTURERS RECOMMENDATIONS.
<br />K.CONCRETE PLACING, FINISHING, CURING, AND PROTECTION: CONFORM TO MN/DOT SPECS 2461, 2521, AND 2531,
<br />AND APPLICABLE ACI STANDARDS.
<br />1)FOR HOT WEATHER PLACEMENT, COMPLY WITH ACI 305 HOT WEATHER CONCRETING (LATEST EDITION).
<br />2)FOR COLD WEATHER PLACEMENT, COMPLY WITH ACI 306 COLD WEATHER CONCRETING (LATEST EDITION). DO
<br />NOT PLACE CONCRETE IN AIR TEMPERATURE LESS THAN 40 DEGREES F WITHOUT APPROVAL OF THE
<br />ENGINEER.
<br />3)PRIOR TO POURING ANY EXTERIOR CONCRETE FLATWORK/SLAB, CONTRACTOR MUST VERIFY THE PREDICTED
<br />COMBINATION OF AIR TEMPERATURE, RELATIVE HUMIDITY, CONCRETE TEMPERATURE AND WIND VELOCITY
<br />WILL NOT EXCEED AN EVAPORATION RATE OF 0.20 POUNDS PER SQUARE FOOT OF SURFACE AREA PER HOUR
<br />IN ACCORDANCE WITH ACI 305 (LATEST EDITION). THE WEATHER MUST ALSO BE LESS THAN 30% CHANCE OF
<br />PRECIPITATION FOR THE ENTIRE PLACEMENT WINDOW, AND 2 HOURS FOLLOWING EXPECTED COMPLETION. IF
<br />EITHER OF THESE CONDITIONS ARE NOT MET, THE POUR MUST BE POSTPONED UNTIL IT CAN MEET THESE
<br />REQUIREMENTS.
<br />4)INSTALLATION FORM: CONTRACTOR OR INDEPENDENT TESTING AGENCY IS REQUIRED TO FILL OUT AND
<br />SUBMIT THE ENGINEER'S EXTERIOR CONCRETE INSTALLATION FORM AT THE END OF THE DAY OF EACH POUR.
<br />CONTACT THE ENGINEER TO OBTAIN THE FORM.
<br />5)APPLY CURING COMPOUND AT A MINIMUM RATE OF 1 GALLON PER 150 SQ FT SURFACE CURING AREA OR
<br />MANUFACTURER RECOMMENDED APPLICATION RATE, WHICHEVER IS GREATER.
<br />6)CONSTRUCT TEMPORARY WIND BREAKS AS NECESSARY TO REDUCE WIND VELOCITY/DRYING/EXPOSURE.
<br />7)CONSTRUCT TEMPORARY SUNSHADES AS NECESSARY TO REDUCE CONCRETE TEMPERATURES/EXPOSURE.
<br />8)CONTRACTOR SHALL PROTECT ALL CONCRETE SLABS THROUGHOUT CONSTRUCTION FROM HEAVY
<br />EQUIPMENT, VIBRATIONS, ADJACENT WORK, ETC. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL
<br />CONCRETE DAMAGED DURING CONSTRUCTION AND SHALL REPLACE AT NO ADDITIONAL COST TO THE OWNER.
<br />L.AGGREGATE BASE: SEE DETAILS.
<br />M.PAVEMENT MARKINGS: MN/DOT SPEC 2582
<br />1)PAVEMENT STRIPES: MN/DOT SPEC 3591 (WATER-BASED TRAFFIC PAINT) WITH DROP ON GLASS BEADS IN
<br />ACCORDANCE WITH MN/DOT SPEC 3592.
<br />2)PAVEMENT MESSAGES (ARROWS): MN/DOT SPEC 3591 (WATER-BASED TRAFFIC PAINT) WITH DROP ON GLASS
<br />BEADS IN ACCORDANCE WITH MN/DOT SPEC 3592.
<br />3)INSTALLERS OF THERMOPLASTIC MUST CARRY A CARD CERTIFYING THAT THEY HAVE ATTENDED A TRAINING
<br />SESSION THAT ADDRESSES SURFACE PREPARATIONS AND ALL APPLICATION REQUIREMENTS AND
<br />TECHNIQUES NECESSARY FOR SUCCESSFUL APPLICATIONS.
<br />4)PRIOR TO APPLYING PAVEMENT MARKINGS, ALLOW NEW PAVEMENT TO CURE A MINIMUM OF 14 DAYS OR
<br />FOLLOW MANUFACTURER'S SPECIFICATION FOR PAVEMENT CURE TIME, WHICHEVER IS GREATER.
<br />P.SIGNAGE: CONFORM TO MN/DOT SPECS 2564, 3352 (SIGNS, DELINEATORS, AND MARKERS), AND 3402 (SQUARE
<br />TUBULAR SIGN POSTS). ALL SIGNS/POSTS SHALL MEET CRASHWORTHY REQUIREMENTS OF MASH-16. SIGNS
<br />SHALL INCLUDE NUMBER AND SIZE OF POSTS IN ACCORDANCE WITH MN/DOT WIND LOADING CHART FOR SIGNS
<br />ON SQUARE TUBE POSTS. MOUNT SIGNS IN ACCORDANCE WITH SQUARE TUBE SIGN MOUNTING MN/DOT
<br />STANDARD PLANS AND DETAIL SHEETS. SEE MN/DOT STANDARD SIGNS MANUAL FOR PUNCHING CODE AND
<br />DETAILED DRAWINGS OF TYPE "C" AND TYPE "D" SIGNS PANELS. SEE MN/DOT MINNESOTA MANUAL ON UNIFORM
<br />TRAFFIC CONTROL DEVICES PART II FOR DETAILS OF TRAFFIC SIGN INSTALLATION. MINIMUM VERTICAL
<br />CLEARANCE IS 7 FOOT. SEE MMUTCD FOR DETAILS.
<br />11.CONTRACTOR SHALL PROVIDE CONCRETE JOINTS AS FOLLOWS:
<br />B.CONTROL JOINTS - MAINTAIN AN ASPECT RATIO (LENGTH TO WIDTH) BETWEEN CONTROL JOINTS AS CLOSE TO 1:1
<br />AS FEASIBLE. DO NOT EXCEED ASPECT RATIO GREATER THAN 1.5:1. MATCH EXISTING PATTERN WHERE
<br />APPLICABLE, VERIFY WITH OWNER. MAXIMUM CONTROL JOINT SPACING SHALL BE 24 TIMES THE SLAB THICKNESS
<br />UP TO A MAXIMUM OF 12 FEET (I.E. 4-INCH-THICK SLAB = 96 INCH (8 FOOT) MAXIMUM CONTROL JOINT SPACING IN
<br />ANY DIRECTION, 8-INCH-THICK SLAB IS 12 FEET)
<br />1)JOINT INTERSECTION ANGLES LESS THAN 60 DEGREES WILL NOT BE ALLOWED
<br />2)PANEL WIDTHS LESS THAN 6 INCHES AT ANY POINT WILL NOT BE ALLOWED
<br />3)JOINTING MUST ACCOMMODATE IN-PAVEMENT STRUCTURES THROUGH JOINTING AND BOXOUTS
<br />4)CONTRACTOR MUST SUBMIT A JOINTING PLAN FOR ENGINEER ACCEPTANCE.
<br />C.EXPANSION/ISOLATION JOINTS - PROVIDE AT THE FOLLOWING:
<br />1)JOINT INTERSECTION ANGLES LESS THAN 60 DEGREES WILL NOT BE ALLOWED
<br />2)LOCATIONS WHERE CHANGES IN WIDTH OCCUR
<br />3)LOCATIONS WHERE ADJOINING EXISTING CONCRETE
<br />4)LOCATIONS THAT ABUT THE BUILDING AND OTHER SITE FEATURES INCLUDING RAMPS, STAIRS, LANDINGS,
<br />CONCRETE APRONS, ARCHITECTURAL AND LANDSCAPE FEATURES, ETC.
<br />5)LOCATIONS IN CHANGES IN DEPTH (INCLUDING PAVEMENT ADJACENT TO CURB).
<br />D.WHEREVER POSSIBLE MATCH JOINTS OF ADJACENT CONCRETE WORK.
<br />12.FIELD QUALITY CONTROL:
<br />A.AGGREGATE BASE TESTING REQUIREMENTS AND FREQUENCY: TEST SUBGRADE AND AGGREGATE BASE IN
<br />ACCORDANCE WITH MN/DOT SPECS, MN/DOT SCHEDULE OF MATERIALS CONTROL, AND GEOTECHNICAL REPORT
<br />RECOMMENDATIONS.
<br />B.CONCRETE TESTING REQUIREMENTS AND FREQUENCY: TEST CONCRETE AIR CONTENT (ASTM C231), CONCRETE
<br />SLUMP (ASTM C143), AIR AND CONCRETE TEMPERATURE, AND 7- AND 28-DAY COMPRESSIVE STRENGTH (ASTM
<br />C31, C39, AND C172). WHERE APPLICABLE, TEST IN ACCORDANCE WITH MN/DOT SCHEDULE OF MATERIALS
<br />CONTROL.
<br />C.BITUMINOUS TESTING REQUIREMENTS AND FREQUENCY: ALL BITUMINOUS PAVEMENT DENSITY SHALL CONFORM
<br />TO MN/DOT SPEC 2360.3.D.2 - ORDINARY COMPACTION METHOD. CONTRACTOR SHALL ESTABLISH A ROLL
<br />PATTERN FOR EACH COURSE OF PAVING EACH DAY. TEST EXTRACTION/GRADATION/AIR VOIDS, ONE EACH PER
<br />BITUMINOUS PAVING DAY PER MIX DESIGN.
<br />D.GRANULAR BASE TESTING REQUIREMENTS AND FREQUENCY: GRANULAR BASE (PARKING LOT) - ONE DCP
<br />DENSITY TEST AND ONE MOISTURE TEST PER 1000 SQ FT OF PARKING LOT
<br />13.TOLERANCES:
<br />A.BITUMINOUS PAVEMENT: CONFORM TO MN/DOT SPEC 2360.3.E, EXCEPT AS MODIFIED HEREIN: DEVIATIONS
<br />ALONG ADA ACCESSIBLE ROUTES THAT EXCEED THE MAXIMUM SLOPES WILL BE CONSIDERED UNACCEPTABLE.
<br />HORIZONTAL/LINE DEVIATIONS IN LOCATION GREATER THAN ±1 INCH WILL BE CONSIDERED UNACCEPTABLE. ANY
<br />SURFACE AREA ALLOWING ENTRAPMENT OF WATER AT A DEPTH OF 1/4 INCH OR GREATER WILL BE CONSIDERED
<br />UNACCEPTABLE. REMOVE AND REPLACE UNACCEPTABLE WORK AS DIRECTED BY THE ENGINEER AT NO
<br />ADDITIONAL COST TO THE OWNER.
<br />PAVING, PAVEMENT MARKING, AND SIGNAGE NOTES (CONT.)
<br />B.CONCRETE PAVEMENT: CONFORM TO MN/DOT SPEC 2521.3.D.3, EXCEPT AS MODIFIED HEREIN: VERTICAL
<br />DEVIATIONS IN SURFACE GREATER THAN ±3/16 INCH WILL BE CONSIDERED UNACCEPTABLE. DEVIATIONS ALONG
<br />ADA ACCESSIBLE ROUTES THAT EXCEED THE MAXIMUM SLOPES WILL BE CONSIDERED UNACCEPTABLE.
<br />HORIZONTAL/LINE DEVIATIONS IN LOCATION GREATER THAN ±1/2 INCH WILL BE CONSIDERED UNACCEPTABLE.
<br />ANY SURFACE AREA ALLOWING ENTRAPMENT OF WATER AT A DEPTH OF 1/8 INCH OR GREATER WILL BE
<br />CONSIDERED UNACCEPTABLE. RANDOM AND UNCONTROLLED CRACKING WILL BE CONSIDERED UNACCEPTABLE.
<br />REPLACE CONCRETE PAVEMENT AS DIRECTED BY ENGINEER AND OWNER. PERFORM PAVEMENT REPLACEMENT
<br />AT NO ADDITIONAL COST TO THE OWNER. REMOVE AND REPLACE UNACCEPTABLE WORK AS DIRECTED BY THE
<br />ENGINEER AT NO ADDITIONAL COST TO THE OWNER.
<br />C.CONCRETE CURB AND GUTTER: CONFORM TO MN/DOT SPEC 2531.3. DEVIATIONS ALONG ADA ACCESSIBLE
<br />ROUTES THAT EXCEED THE MAXIMUMS WILL BE CONSIDERED UNACCEPTABLE.
<br />D.PAVEMENT MARKINGS: CONFORM TO MN/DOT SPEC 2582.3.C, EXCEPT AS MODIFIED HEREIN: LINE WIDTH
<br />DEVIATIONS LESS THAN OR EQUAL TO ±1/4 INCH FROM THE SPECIFIED WIDTH WILL BE ALLOWED FOR STRIPING
<br />PROVIDED THE VARIATION IS GRADUAL AND DOES NOT DETRACT FROM THE GENERAL APPEARANCE. BROKEN
<br />LINE SEGMENTS LESS THAN OR EQUAL TO ±1/4 FOOT FROM THE SPECIFIED LENGTHS WILL BE ALLOWED FOR
<br />STRIPING. ALIGNMENT DEVIATIONS FROM THE CONTROL GUIDE SHALL NOT EXCEED 2 INCHES. MATERIAL SHALL
<br />NOT BE APPLIED OVER LONGITUDINAL JOINTS. ESTABLISHMENT OF APPLICATION TOLERANCES SHALL NOT
<br />RELIEVE THE CONTRACTOR OF THEIR RESPONSIBILITY TO COMPLY AS CLOSELY AS PRACTICABLE WITH THE
<br />PLANNED DIMENSIONS.
<br />14.CONTRACTOR SHALL INSTALL A MINIMUM OF 6 INCHES AGGREGATE BASE PAST THE BACK OF CURB, SEE DETAILS.
<br />GRADING AND EROSION CONTROL - 600A,B
<br />1.THE CONTRACTOR SHALL CONDUCT OPERATIONS AND IMPLEMENT MINNESOTA POLLUTION CONTROL AGENCY
<br />(MPCA) BEST MANAGEMENT PRACTICES (BMP) TO CONTROL SITE SILTATION AND EROSION INTO DRAINAGE WAYS.
<br />THE CONTRACTOR SHALL COMPLY WITH ALL CONDITIONS AND COMPLETION DATES RELATIVE TO ALL PERMITS
<br />ISSUED FOR THE WORK TO BE COMPLETED. THE ENGINEER MAY ISSUE A STOP WORK ORDER FOR ALL
<br />DEVELOPMENT WORK AND BUILDING CONSTRUCTION FOR NONCOMPLIANCE WITH THESE MEASURES.
<br />2.SEQUENCING. ALL SILT FENCE AND OTHER EROSION CONTROL MEASURES SHALL BE IN PLACE AND APPROVED BY
<br />ENGINEER PRIOR TO ANY REMOVALS, EXCAVATION OR CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE
<br />TURF OR GROUND COVER HAS BEEN ESTABLISHED AND APPROVED BY THE ENGINEER.
<br />3.SILT FENCE. THE CONTRACTOR SHALL INSTALL SILT FENCE AT THE LOCATIONS SHOWN ON THE PLANS AND IN
<br />ACCORDANCE WITH THE CITY STANDARD DETAILS. SILT FENCE DAMS AND INTERIM SUMPS SHALL BE PLACED TO
<br />INTERCEPT SILT FROM CONCENTRATED RUNOFF FROM OPEN GRADED AREAS. ADDITIONAL SILT FENCE SHALL BE
<br />REQUIRED AS DIRECTED BY THE ENGINEER.
<br />4.STOCKPILES. ALL STOCKPILE AREAS SHALL HAVE SILT FENCE OR SEDIMENT TRAPPING SYSTEMS PLACED
<br />AROUND THE ENTIRE PERIMETER.
<br />5.INLET PROTECTION. THE CONTRACTOR SHALL INSTALL INLET PROTECTION ON ALL EXISTING STORM SEWER
<br />INLETS IN ACCORDANCE WITH THE CITY STANDARD DETAILS. INLET PROTECTION SHALL ALSO BE PROVIDED ON
<br />ALL PROPOSED STORM SEWER INLETS IMMEDIATELY FOLLOWING CONSTRUCTION OF THE INLET. INLET
<br />PROTECTION MUST BE INSTALLED IN A MANNER THAT WILL NOT IMPOUND WATER FOR EXTENDED PERIODS OF
<br />TIME OR IN A MANNER THAT PRESENTS A HAZARD TO VEHICULAR OR PEDESTRIAN TRAFFIC.
<br />6.TEMPORARY SEDIMENT BASINS. THE CONTRACTOR SHALL INCORPORATE TEMPORARY SEDIMENT BASINS
<br />THROUGHOUT THE CONSTRUCTION SITE TO CAPTURE RUNOFF AND SLOW THE FLOW OF WATER AND ALLOW
<br />SEDIMENT TO SETTLE OUT. TEMPORARY SEDIMENT BASINS SHALL BE INSTALLED AS DIRECTED BY THE CITY
<br />ENGINEER.
<br />7.ROCK CONSTRUCTION ENTRANCE. A ROCK ENTRANCE SHALL BE CONSTRUCTED AND MAINTAINED AS SHOWN ON
<br />THE PLAN TO REDUCE TRACKING OF SILT AND DIRT ONTO THE PUBLIC STREETS. A GEOTEXTILE FABRIC SHALL BE
<br />PLACED UNDERNEATH THE ROCK. THE ROCK SHALL BE PERIODICALLY REPLENISHED TO MAINTAIN THE INTENDED
<br />PERFORMANCE. MUD AND DEBRIS SHALL BE REMOVED OR SCRAPED FROM TIRES AND VEHICLE UNDERCARRIAGE
<br />PRIOR TO LEAVING THE SITE.
<br />8.STREET SWEEPING. ALL STREETS USED FOR ACCESS TO THE SITE AND HAUL ROUTES USED FOR CONSTRUCTION
<br />EQUIPMENT AND MATERIAL SUPPLIES SHALL BE CLEANED AT THE END OF EACH WORKING DAY. THE CITY OR
<br />ENGINEER MAY ORDER ADDITIONAL SWEEPING OF THE STREETS AS DEEMED REQUIRED AT
<br />DEVELOPER/CONTRACTOR EXPENSE.
<br />9.DEWATERING. EACH EXCAVATION SHALL BE KEPT DRY DURING THE COURSE OF ALL WORK HEREIN, INCLUDING
<br />SUBGRADE CORRECTION, PIPE INSTALLATION, STRUCTURE CONSTRUCTION AND BACKFILLING, TO THE EXTENT
<br />THAT NO DAMAGE FROM HYDROSTATIC PRESSURE, FLOATATION OR OTHER DAMAGE RESULTS. ALL EXCAVATIONS
<br />SHALL BE DEWATERED TO A DEPTH OF AT LEAST 3 INCHES BELOW THE BOTTOM OF THE CONCRETE SLAB OR PIPE
<br />TO BE INSTALLED THEREIN. THE CONTRACTOR MAY USE ANY METHOD OR COMBINATION OF METHODS FOR FOR
<br />DEWATERING HE CHOOSES; HOWEVER, ALL DEWATERING METHODS AND EQUIPMENT WHICH IN THE OPINION OF
<br />THE ENGINEER, ARE INEFFECTIVE SHALL BE ABANDONED, IMPROVED, REPLACED OR THERWISE ALTERED TO
<br />OBTAIN EFFECTIVE DEWATERING. THE CONTRACTOR SHALL PROVIDE ALL POWER, PUMPS, MATERIALS AND
<br />APPARATUS NECESSARY, AND SHALL BE RESPONSIBLE FOR DISPOSING OF THE WATER PUMPED FROM THE
<br />EXCAVATION IN A MANNER WHICH WILL NOT INTERFERE WITH OTHER WORK WITHIN THE AREA AND NOT TO
<br />DAMAGE PUBLIC OR PRIVATE PROPERTY. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE CONDITION OF
<br />ANY PIPE, CONDUIT, DITCH, CHANNEL OR NATURAL WATERCOURSE UTILIZED FOR DRAINAGE PURPOSES, AND ALL
<br />EROSION, SEDIMENT OR OTHER ADVERSE RESULTS OF THEIR USE SHALL BE REPAIRED.
<br />10.POSITIVE DRAINAGE AND PROTECTION. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE THROUGHOUT
<br />THE SITE AT ALL TIMES. LOW POINTS WITHIN AND ALONG ROADWAYS ARE EXPRESSLY PROHIBITED. THE
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS TO FACILITATE
<br />PROPER DRAINAGE DURING CONSTRUCTION. TO PROTECT PREVIOUSLY GRADED AREAS FROM EROSION, WOOD
<br />FIBER BLANKET SHALL BE PLACED IMMEDIATELY ON STEEP SLOPES (1:3 OR GREATER) AND EMBANKMENTS,
<br />PERMANENT AND TEMPORARY PONDS, AND OUTLETS AND OVERFLOWS TO PROTECT THE COMPLETED GRADE
<br />AND MINIMIZE SILT IN THE RUNOFF.
<br />11.DRAINAGE DITCHES. THE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE DITCH
<br />OR SWALE THAT DRAINS WATER FROM ANY PORTION OF THE CONSTRUCTION SITE, OR DIVERTS WATER AROUND
<br />THE SITE, MUST BE STABILIZED WITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THE POINT OF
<br />DISCHARGE INTO ANY SURFACE WATER. STABILIZATION OF THE LAST 200 LINEAL FEET MUST BE COMPLETED
<br />WITHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATER. STABILIZATION OF THE REMAINING PORTIONS OF
<br />ANY TEMPORARY OR PERMANENT DITCHES OR SWALES MUST BE COMPLETE WITHIN 14 DAYS AFTER
<br />CONNECTING TO A SURFACE WATER AND CONSTRUCTION IN THAT PORTION OF THE DITCH HAS TEMPORARILY OR
<br />PERMANENTLY CEASED. TEMPORARY OR PERMANENT DITCHES OR SWALES THAT ARE BEING USED AS A
<br />SEDIMENT CONTAINMENT SYSTEM (WITH PROPERLY DESIGNED ROCK DITCH CHECKS, BIO ROLLS, SILT DIKES,
<br />ETC.) DO NOT NEED TO BE STABILIZED. THESE AREAS MUST BE STABILIZED WITHIN 24 HOURS AFTER NO LONGER
<br />BEING USED AS A SEDIMENT CONTAINMENT SYSTEM.
<br />1. ALL WATERMAIN AND ACCESSORIES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF LAKE ELMO
<br />STANDARD SPECIFICATIONS AND DETAILS.
<br />2.MANIPULATION OF EXISTING VALVES SHALL BE PERFORMED ONLY BY CITY PERSONNEL
<br />3.WATERMAIN SHALL BE DUCTILE IRON PIPE, ENCASED IN POLYETHYLENE, CLASS-52.
<br />4.ALL FITTINGS SHALL COMPLY WITH CEAM SPEC. 2611.2.A1. ALL FITTINGS SHALL BE DUCTILE IRON PIPE WITH
<br />POLYETHYLENE ENCASEMENT. ALL CONNECTIONS SHALL BE INSTALLED UTILIZING COR-BLUE NUTS & BOLTS.
<br />5.USE GATE VALCES FOR ALL APPLICATIONS UP THROUGH 12 INCHES.
<br />6.GATE VALVES SHALL BE RESISIENT WEDGE AMERICAN FLOW CONTROL SERIES 2500 OR APPROVED EQUAL. GATE
<br />VALVES MUST COMPLY WITH CEAM SPEC 2611.2.C.2.
<br />7.USE BUTTERFLY VALVES FOR ALL APPLICATIONS GREATER THAN 12 INCHES.
<br />8.BUTTERFLY VALVES SHALL BE MUELLER LINESEAL III, OR APPROVED EQUAL. BUTTERFLY VALVES SHALL COMPLY
<br />WITH CEAM SPEC. 211.2.C3.
<br />9.BOLTS AND NUTS ON ALL VALVES AND HYDRANTS SHALL BE STAINLESS STEEL.
<br />10.ALL HYDRANTS SHALL BE INSTALLED 5.0 FEET BACK OF CURB.
<br />11.HYDRANTS SHALL BE WATEROUS "PACER," MODEL WB-67 OR APPROVED EQUAL, FITTED WITH FH 800 SERIES FLEX
<br />STAKE AND PAINTED RED.
<br />12.HYDRANTS SHALL HAVE TWO OUTLET NOZZLES FOR 2-1/2 (I.D.) HOSE CONNECTIONS AND ONE 5" STORZ NOZZLE
<br />(MODEL WB-67) AND PENTAGON NUT END CAP.
<br />13.THE CURB STOP SERVICE ASSEMBLY SHALL HAVE A MINIMUM 1-FT ADJUSTMENT RANGE AND SHALL EXTEND 6 INCHES
<br />ABOVE FINISHED GRADE FULLY EXTENDED.
<br />14.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING WATER TO HOMES AND BUSINESSES WHOSE WATER
<br />SUPPLY IS DISRUPTED DURING THE COURSE OF THE PROJECT.
<br />15.THE CONTRACTOR MUST PROVIDE THE FOLLOWING WATER SYSTEM SUPPLIES TO THE CITY:
<br />A.ONE EXTRA NEW SIX-INCH HYDRANT EXTENSION PER PROJECT.
<br />B.ONE EXTRA HYDRANT FLEX STAKE MARKER FOR EACH 10 HYDRANTS, MINIMUM ONE PER PROJECT.
<br />C.ONE HYDRANT STORZ WRENCH OR REPAIR KIT PER PROJECT.
<br />D.ONE 12-FOOT GATE VALVE KEY PER PROJECT.
<br />WATERMAIN PLANS - 200A
<br />DWN BY:
<br />ISSUE DATE:
<br />PROJECT NO.:
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<br />CHK'D BY:APP'D BY:
<br />1 CARLSON PKWY N
<br />PLYMOUTH, MN 55447
<br />PHONE: 763-479-4200
<br />WWW.STANTEC.COM
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