HomeMy WebLinkAboutINFRASTRUCTURE 3.6.23 - 22-00669 - 500 West Church Subdivision (BYU 10TH WARD) - University Blvd & S 5th W - PlatPrinted:9 Dec 2022 1:54 PM
Drawing Issue and Revision Schedule
#Date Description 10 Ward Stake Center
Rexburg ID Married Second Stake
5th West and University Boulevard, Rexburg, Idaho
43.803303, -111.796612
County Parcel:
RPR6N40E315400
BHD #:
2109
Date:
1 Nov 2022
Owner #:
501-3560
Plan Series:
10 Ward SC
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Printed:3 Mar 2023 5:07 PM
Drawing Issue and Revision Schedule
#Date Description
1 1 Mar 2023 Site Plan Submittal
10 Ward Stake Center
Rexburg ID Married Second Stake
5th West and University Boulevard, Rexburg, Idaho
43.803303, -111.796612
County Parcel:
RPR6N40E315400
BHD #:
2109
Date:
1 Mar 2023
Owner #:
501-3560
Plan Series:
10 Ward SC
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Printed:3 Mar 2023 5:07 PM
Drawing Issue and Revision Schedule
#Date Description
1 1 Mar 2023 Site Plan Submittal
10 Ward Stake Center
Rexburg ID Married Second Stake
5th West and University Boulevard, Rexburg, Idaho
43.803303, -111.796612
County Parcel:
RPR6N40E315400
BHD #:
2109
Date:
1 Mar 2023
Owner #:
501-3560
Plan Series:
10 Ward SC
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Printed:3 Mar 2023 5:09 PM
Drawing Issue and Revision Schedule
#Date Description
1 1 Mar 2023 Site Plan Submittal
10 Ward Stake Center
Rexburg ID Married Second Stake
5th West and University Boulevard, Rexburg, Idaho
43.803303, -111.796612
County Parcel:
RPR6N40E315400
BHD #:
2109
Date:
1 Mar 2023
Owner #:
501-3560
Plan Series:
10 Ward SC
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Printed:3 Mar 2023 5:10 PM
Drawing Issue and Revision Schedule
#Date Description
1 1 Mar 2023 Site Plan Submittal
10 Ward Stake Center
Rexburg ID Married Second Stake
5th West and University Boulevard, Rexburg, Idaho
43.803303, -111.796612
County Parcel:
RPR6N40E315400
BHD #:
2109
Date:
1 Mar 2023
Owner #:
501-3560
Plan Series:
10 Ward SC
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[ 84
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[ 83 ]
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NEW SD CURB INLET BOXGRATE: 4881.84'IE: 4878.84'
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SECTION LINESECTION LINENEW RIGHT-OF-WAYLINE20.00'20.00'20.00'SECTION LINE NEW RIGHT-OF-WAYLINE
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77.84EXIST 77.45EXIST1.8%77.87EXIST2.5%2.7%3.0%1.8%SD NEW SD CURB DOUBLE INLET BOXGRATE: 4877.00'IE: 4873.50'78.32TBC77.50TBCREPLACE EXISTINGTYPE 8 INLET WITHNEW SD CO BOXSOLID LID: 4877.55'EX IE (W): MATCH EX / APPROX 4872.80'EX IE (E): MATCH EX / APPROX 4872.50'NEW IE (N): MATCH EX IE (W) / 4872.80'84.20EXIST 83.60EXIST 83.30EXIST 82.90EXIST 82.30EXIST 81.30EXIST 80.50EXIST 79.60EXIST 79.20EXIST 77.80EXISTNEW 12 LF 18" RCP@ 5.83% SLOPE1.9%ROAD TO BE WIDENEDAS SHOWN ROAD TO BE WIDENEDAS SHOWN81.73TOC 81.39TOC 79.95TOC NEW ADA RAMP PERCITY CITY STANDARDS 78.00TBC77.85TBC 79.36EXIST79.71EXIS
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TP 6EX SURFACE: 4886.00'BEDROCK: 4881.75'
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Printed:24 Feb 2023 5:04 PM
Drawing Issue and Revision Schedule
#Date Description 10 Ward Stake Center
Rexburg ID Married Second Stake
5th West and University Boulevard, Rexburg, Idaho
43.803303, -111.796612
County Parcel:
RPR6N40E315400
BHD #:
2109
Date:
1 Nov 2022
Owner #:
501-3560
Plan Series:
10 Ward SC PROJECT NO: 22354
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Drawing Issue and Revision Schedule
#Date Description 10 Ward Stake Center
Rexburg ID Married Second Stake
5th West and University Boulevard, Rexburg, Idaho
43.803303, -111.796612
County Parcel:
RPR6N40E315400
BHD #:
2109
Date:
1 Nov 2022
Owner #:
501-3560
Plan Series:
10 Ward SC PROJECT NO: 22354
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Drawing Issue and Revision Schedule
#Date Description 10 Ward Stake Center
Rexburg ID Married Second Stake
5th West and University Boulevard, Rexburg, Idaho
43.803303, -111.796612
County Parcel:
RPR6N40E315400
BHD #:
2109
Date:
1 Nov 2022
Owner #:
501-3560
Plan Series:
10 Ward SC PROJECT NO: 22354
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Printed:27 Feb 2023 5:04 PM
Drawing Issue and Revision Schedule
#Date Description 10 Ward Stake Center
Rexburg ID Married Second Stake
5th West and University Boulevard, Rexburg, Idaho
43.803303, -111.796612
County Parcel:
RPR6N40E315400
BHD #:
2109
Date:
1 Nov 2022
Owner #:
501-3560
Plan Series:
10 Ward SC PROJECT NO: 22354
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Drawing Issue and Revision Schedule
#Date Description 10 Ward Stake Center
Rexburg ID Married Second Stake
5th West and University Boulevard, Rexburg, Idaho
43.803303, -111.796612
County Parcel:
RPR6N40E315400
BHD #:
2109
Date:
1 Nov 2022
Owner #:
501-3560
Plan Series:
10 Ward SC PROJECT NO: 22354
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Drawing Issue and Revision Schedule
#Date Description
1 1 Mar 2023 Site Plan Submittal
10 Ward Stake Center
Rexburg ID Married Second Stake
5th West and University Boulevard, Rexburg, Idaho
43.803303, -111.796612
County Parcel:
RPR6N40E315400
BHD #:
2109
Date:
1 Mar 2023
Owner #:
501-3560
Plan Series:
10 Ward SC
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NOTES:1.UNLESS REQUIRED OTHERWISE BY THE AUTHORITY HAVING JURISDICTION, USE A LIGHT BROOM FINISH ON RAMPS AND LANDINGS TO MATCHTHE FINISHES ON THE SIDEWALKS.2.5% (MAXIMUM) IN DIRECTION OF TRAVEL. LIMIT CROSS SLOPE ON SIDEWALKS 2%.3.ALL LANDINGS MUST HAVE 1:48 CROSS SLOPE AND RUNNING SLOPE. LANDING MUST BE AS WIDE AS THE RAMP.4.CROSS SLOPE ON RAMP MUST BE 1:48 OR LESS.5.COUNTER SLOPES OF ADJOINING GUTTERS AND PAVING, ADJACENT TO THE CURB RAMP SHALL NOT BE STEEPER THAN 1:20 (5%).LANDINGNOTE 2VARIESSEE PLANNOTE 1 NOTE 2LANDING NOTE 2 LANDINGNOTE 2CONCRETEAPRONNOTE 1 4-0"
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Printed:3 Mar 2023 4:59 PM
Drawing Issue and Revision Schedule
#Date Description
1 1 Mar 2023 Site Plan Submittal
10 Ward Stake Center
Rexburg ID Married Second Stake
5th West and University Boulevard, Rexburg, Idaho
43.803303, -111.796612
County Parcel:
RPR6N40E315400
BHD #:
2109
Date:
1 Mar 2023
Owner #:
501-3560
Plan Series:
10 Ward SC
Scale:EACCESSIBLE SLOPED SIDEWALKSnot to scale
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Printed:3 Mar 2023 4:58 PM
Drawing Issue and Revision Schedule
#Date Description
1 1 Mar 2023 Site Plan Submittal
10 Ward Stake Center
Rexburg ID Married Second Stake
5th West and University Boulevard, Rexburg, Idaho
43.803303, -111.796612
County Parcel:
RPR6N40E315400
BHD #:
2109
Date:
1 Mar 2023
Owner #:
501-3560
Plan Series:
10 Ward SC
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Printed:24 Feb 2023 5:04 PM
Drawing Issue and Revision Schedule
#Date Description 10 Ward Stake Center
Rexburg ID Married Second Stake
5th West and University Boulevard, Rexburg, Idaho
43.803303, -111.796612
County Parcel:
RPR6N40E315400
BHD #:
2109
Date:
1 Nov 2022
Owner #:
501-3560
Plan Series:
10 Ward SC PROJECT NO: 22354
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DESCRIPTION:A STABILIZED PAD OF CRUSHED STONE LOCATED WHERE CONSTRUCTION TRAFFIC ENTERSOR LEAVES THE SITE FROM OR TO PAVED SURFACE.APPLICATIONS:AT ANY POINT OF INGRESS OR EGRESS AT A CONSTRUCTION SITE WHERE ADJACENTTRAVELED WAY IS PAVED. GENERALLY APPLIES TO SITES OVER 2 ACRES UNLESS SPECIALCONDITIONS EXIST.INSTALLATION/APPLICATION CRITERIA:·CLEAR GRUB AREA AND GRAD TO PROVIDE MAXIMUM SLOPE OF 2%.·COMPACT SUB GRADE AND PLACE FILTER FABRIC IF DESIRED (RECOMMENDED FORENTRANCES TO REMAIN FOR MORE THAN 3 MONTHS.·PLACE COARSE AGGREGATE, 1 TO 2-1/2 INCHES IN SIZE, TO A MINIMUM DEPTH OF 8INCHES.LIMITATIONS:·REQUIRES PERIODIC TOP DRESSING WITH ADDITIONAL STONES.·SHOULD BE USED IN CONJUNCTION WITH STREET SWEEPING ON ADJACENT PUBLICRIGHT-OF-WAY.MAINTENANCE:·INSPECT DAILY FOR LOSS OF GRAVEL OR SEDIMENT BUILDUP.·INSPECT ADJACENT ROADWAY FOR SEDIMENT DEPOSIT AND CLEAN BY SWEEPING ORSHOVELING.·REPAIR ENTRANCE AND REPLACE GRAVEL AS REQUIRED TO MAINTAIN CONTROL INGOOD WORKING CONDITION.·EXPAND STABILIZED AREA AS REQUIRED TO ACCOMMODATE TRAFFIC AND PREVENTEROSION AT DRIVEWAYS.
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FILTERSOCK SPECIFICATION:FILTREXX FILTERSOCK INSTALLATION AND MAINTENANCE1.0DESCRIPTION:THIS WORK SHALL CONSIST OF FURNISHING, INSTALLING, MAINTAINING AND DISPERSING (IFNEEDED) A WATER PERMEABLE COMPOST FILTER SOCK (FILTREXX FILTERSOCK) TO CONTAIN SOILEROSION AND SEDIMENT BY REMOVING SOIL PARTICLES FROM WATER MOVING OFF SITE INTOADJACENT WATERWAYS OR STORM WATER DRAINAGE SYSTEMS. FILTERSOCKS WILL BE USED ASA FORM OF INLET PROTECTION FOR OPERATIONAL STORM DRAINAGE SYSTEMS.2.0COMPOST PRODUCTS USED TO FILL FILTREXX FILTERSOCKS1.COMPOST: COMPOST USED FOR FILTREXX FILTERSOCKS SHALL BE WEED FREE AND DERIVEDFROM A WELL-DECOMPOSED SOURCE OF ORGANIC MATTER. THE COMPOST SHALL BEPRODUCED USING AN AEROBIC COMPOSTING PROCESS MEETING CFR 503 REGULATIONS,INCLUDING TIME AND TEMPERATURE DATA INDICATING EFFECTIVE WEED SEED, PATHOGENAND INSECT LARVAE KILL. THE COMPOST SHALL BE FREE OF ANY REFUSE, CONTAMINANTS OROTHER MATERIALS TOXIC TO PLANT GROWTH. NON-COMPOSTED PRODUCTS WILL NOT BEACCEPTED. TEST METHODS FOR THE ITEMS BELOW SHOULD FOLLOW USCC TMECCGUIDELINES FOR LABORATORY PROCEDURES:A.PH - 5.0-8.0 IN ACCORDANCE WITH TMECC 04.11-A, "ELECTROMETRIC PH DETERMINATIONSFOR COMPOST"B.PARTICLE SIZE - 99% PASSING A 1" SIEVE, 90% PASSING A _" SIEVE AND A MINIMUM OF 70%GREATER THAN THE 3/8" SIEVE. A TOTAL OF 98 % SHALL NOT EXCEED 3 INCHES IN LENGTH,IN ACCORDANCE WITH TMECC 02.02-B, "SAMPLE SIEVING FOR AGGREGATE SIZECLASSIFICATION"C.MOISTURE CONTENT OF LESS THAN 60% IN ACCORDANCE WITH STANDARDIZED TESTMETHODS FOR MOISTURE DETERMINATION.D.MATERIAL SHALL BE RELATIVELY FREE (<1% BY DRY WEIGHT) OF INERT OR FOREIGN MANMADE MATERIALS. E. A SAMPLE SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVALPRIOR TO BEING USED AND MUST COMPLY WITH ALL LOCAL, STATE AND FEDERALREGULATIONS.3.0CONSTRUCTION AND INSTALLATION OF FILTREXX FILTERSOCKS:1.FILTREXX FILTERSOCKS WILL BE USED AS A FORM OF INLET PROTECTION ON CONSTRUCTIONSITES WHICH REQUIRE PROTECTION AGAINST SEDIMENT LADEN WATER AFTER STORMDRAINS BECOME OPERATIONAL.2.FILTREXX FILTERSOCKS WILL BE PLACED AT LOCATIONS INDICATED ON PLANS AS DIRECTEDBY THE ENGINEER. FILTERSOCKS SHOULD BE INSTALLED IN A PATTERN THAT ALLOWSCOMPLETE PROTECTION OF THE INLET AREA3.INSTALLATION OF FILTREXX FILTERSOCKS WILL ENSURE A MINIMAL OVERLAP OF AT LEASTONE FOOT ON EITHER SIDE OF THE OPENING BEING PROTECTED. THE FILTERSOCKS WILL BEANCHORED TO THE SOIL BEHIND THE CURB USING STAPLES, STAKES OR OTHER DEVICESCAPABLE OF HOLDING THE FILTERSOCK IN PLACE.4.STANDARD SIZES OF FILTERSOCKS FOR INLET PROTECTION WILL BE 8" DIAMETER PRODUCTS.IN SEVERE FLOW SITUATIONS, LARGER FILTERSOCKS MAY BE RECOMMENDED BY THEENGINEER.5.FILTERSOCKS SHALL BE CONSTRUCTED OF A WOVEN MATERIAL AND FILLED WITH A COMPOSTPRODUCT THAT PASSES THE CRITERIA LISTED IN SECTION 2.6.IF THE FILTERSOCKS BECOME CLOGGED WITH DEBRIS AND SEDIMENT, THEY SHALL BEMAINTAINED SO AS TO ASSURE A PROPER DRAINAGE AND WATER FLOW INTO THE STORMDRAIN. IN SEVERE STORM EVENTS, OVERFLOW OF THE FILTERSOCK MAY BE ACCEPTABLE INORDER TO KEEP THE AREA FROM FLOODING.7.THE FILTERSOCKS SHALL BE POSITIONED SO AS TO PROVIDE COMPLETE PHYSICAL BARRIERTO THE DRAIN ITSELF, ALLOWING SEDIMENT TO COLLECT ON THE OUTSIDE OF THE FILTERSOCKS. SEE ATTACHED SCHEMA
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WINDSWEPT ORGANIX INC.WORK: 480-963-4638FAX: 408-940-4261850 SOUTH BOGLE AVE, SUITE 2CHANDLER, AZ 85225CREPLENISHAREA INLETFILTER FABRICREQUIRED OVER GRATE
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FILTER FABRICREQUIREDOVER GRATE CURB INLET8" FILTERFILTER SOCK EMPTY FILTER FILTER SOCKTIED OFF TO STAKESWATER FLOW WATE
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WATER FLOWSCALE: N.T.S.SEDIMENT BARRIER / FILTER SOCK PROTECTION
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Drawing Issue and Revision Schedule
#Date Description 10 Ward Stake Center
Rexburg ID Married Second Stake
5th West and University Boulevard, Rexburg, Idaho
43.803303, -111.796612
County Parcel:
RPR6N40E315400
BHD #:
2109
Date:
1 Nov 2022
Owner #:
501-3560
Plan Series:
10 Ward SC PROJECT NO: 22354
GENERAL NOTES1.1 COMPLIANCE1.ALL WORK TO CONFORM TO GOVERNING MUNICIPALITY'S STANDARDS, SPECIFICATIONS ANDREQUIREMENTS.2.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THESE CONTRACTDOCUMENTS AND THE MOST RECENT, ADOPTED EDITIONS OF THE FOLLOWING: INTERNATIONALBUILDING CODE (IBC), THE INTERNATIONAL PLUMBING CODE, STATE DRINKING WATERREGULATIONS, APWA MANUAL OF STANDARD PLANS AND SPECIFICATIONS, ADA ACCESSIBILITYGUIDELINES.3.ALL CONSTRUCTION SHALL BE AS SHOWN ON THESE PLANS. ANY REVISIONS MUST HAVE PRIORWRITTEN APPROVAL.1.2 PERMITTING AND INSPECTIONS1.PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKINGSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NOCONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVEDTHOROUGHLY REVIEWED PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THEPERMITTING AUTHORITIES.2.CONTRACTOR IS RESPONSIBLE FOR SCHEDULING AND NOTIFYING ARCHITECT/ENGINEER ORINSPECTING AUTHORITY 48 HOURS IN ADVANCE OF COVERING UP ANY PHASE OFCONSTRUCTION REQUIRING OBSERVATION.3.ANY WORK IN THE PUBLIC RIGHT-OF-WAY WILL REQUIRE PERMITS FROM THE APPROPRIATE,CITY, COUNTY OR STATE AGENCY CONTROLLING THE ROAD AND WITH APPROPRIATEINSPECTIONS.1.3 COORDINATION & VERIFICATION1.ALL DIMENSIONS, GRADES & UTILITY DESIGNS SHOWN ON THE PLANS SHALL BE VERIFIED BYTHE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFYARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH CONSTRUCTIONFOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THECONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWNINCORRECTLY ON THESE PLANS, IF NOT VERIFIED AND NOTIFICATION OF CONFLICTS HAVE NOTBEEN BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER.2.CONTRACTOR MUST VERIFY ALL EXISTING CONDITIONS BEFORE BIDDING AND BRING UP ANYQUESTIONS BEFOREHAND. NO ALLOWANCE WILL BE MADE FOR DISCREPANCIES OR OMISSIONSTHAT CAN BE EASILY OBSERVED.3.CONTRACTOR TO COORDINATE WITH ALL OTHER DISCIPLINES, INCLUDING BUT NOT LIMITED TO:LANDSCAPE PLANS, SITE ELECTRICAL SITE LIGHTING PLANS AND ELECTRICAL SERVICE TO THEBUILDING(S), MECHANICAL PLANS FOR LOCATION OF SERVICES TO THE BUILDING(S), INCLUDINGFIRE PROTECTION, ARCHITECTURAL SITE PLAN FOR DIMENSIONS, ACCESSIBLE ROUTES, ETC.,NOT SHOWN ON CIVIL PLANS.4.CONTRACTOR IS TO COORDINATE LOCATION OF NEW TELEPHONE SERVICE, GAS SERVICE,CABLE, ETC. TO BUILDING WITH THE APPROPRIATE UTILITY COMPANY. FOR TELEPHONE,CONTRACTOR TO FURNISH CONDUIT, PLYWOOD BACKBOARD, AND GROUND WIRE, AS REQUIRED.1.4 SAFETY AND PROTECTION1.CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION,2.CONTRACTOR IS RESPONSIBLE FOR THE SAFETY OF THE PROJECT AND SHALL MEET ALL OSHAREQUIREMENTS.3.CONTRACTOR IS RESPONSIBLE FOR CONFORMING TO LOCAL AND FEDERAL CODES GOVERNINGSHORING AND BRACING OF EXCAVATIONS AND TRENCHES, AND FOR THE PROTECTION ORWORKERS AND PUBLIC.4.CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT ALL EXISTING PUBLIC ANDPRIVATE PROPERTY, ROADWAYS, AND UTILITY IMPROVEMENTS. DAMAGE TO EXISTINGIMPROVEMENTS CAUSED BY THE CONTRACTOR MUST BE REPAIRED BY THE CONTRACTOR ATHIS/HER EXPENSE TO THE SATISFACTION OF THE OWNER OF SAID IMPROVEMENTS.5.CONTRACTOR IS REQUIRED TO KEEP ALL CONSTRUCTION ACTIVITIES WITHIN THE APPROVEDPROJECT LIMITS. THIS INCLUDES, BUT IS NOT LIMITED TO, VEHICLE AND EQUIPMENT STAGING,MATERIAL STORAGE AND LIMITS OF TRENCH EXCAVATION.6.IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN PERMISSION AND/OR EASEMENTS FROMTHE APPROPRIATE GOVERNMENT AGENCY AND/OR INDIVIDUAL PROPERTY OWNER(S) FORWORK OR STAGING OUTSIDE OF THE PROJECT LIMITS.7.CONTRACTOR SHALL PROVIDE BARRICADES, SIGNS, FLASHERS, OTHER EQUIPMENT AND FLAGPERSONS NECESSARY TO INSURE THE SAFETY OF WORKERS AND VISITORS. ALLCONSTRUCTION SIGNING, BARRICADING, AND TRAFFIC DELINEATION SHALL CONFORM TO THE"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", LATEST EDITION.8.CONTRACTOR SHALL COMPLY WITH LOCAL NOISE ORDINANCE STANDARDS.9.CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL ACCORDING TO GOVERNING AGENCYSTANDARDS.10.CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECTADJACENT PROPERTIES FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM STORM WATERRUNOFF AND/OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL WORK IN CONNECTIONWITH CONSTRUCTION. SUBMIT A STORM WATER POLLUTION PREVENTION PLAN, IF REQUIRED.11.WORK IN PUBLIC STREETS, ONCE BEGUN, SHALL BE PROSECUTED TO COMPLETION WITHOUTDELAY AS TO PROVIDE MINIMUM INCONVENIENCE TO ADJACENT PROPERTY OWNERS AND TOTHE TRAVELING PUBLIC.12.CONTRACTOR SHALL PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL TRANSITIONSBETWEEN NEW CONSTRUCTION AND EXISTING SURFACES TO PROVIDE FOR PROPER DRAINAGEAND FOR INGRESS AND EGRESS TO NEW CONSTRUCTION.13.NATURAL VEGETATION AND SOIL COVER SHALL NOT BE DISTURBED PRIOR TO ACTUALCONSTRUCTION OF A REQUIRED FACILITY OR IMPROVEMENT. MASS CLEARING OF THE SITE INANTICIPATION OF CONSTRUCTION SHALL BE AVOIDED. CONSTRUCTION TRAFFIC SHALL BELIMITED TO ONE APPROACH TO THE SITE. THE APPROACH SHALL BE DESIGNATED BY THEOWNER OR GOVERNING AGENCY.14.THE CONTRACTOR SHALL TAKE REASONABLE MEASURE TO PROTECT EXISTING IMPROVEMENTSFROM DAMAGE AND ALL SUCH IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONSHALL BE REPAIRED OR RECONSTRUCTED TO THE ENGINEER/OWNER'S SATISFACTION AT THEEXPENSE OF THE CONTRACTOR.1.5 MATERIALS1.SITE CONCRETE SHALL BE A MINIMUM 6.5 BAG MIX, 4000 P.S.I. @ 28 DAYS, 4" MAXIMUM SLUMPWITH 5 + OR - 1% AIR ENTRAINMENT, UNLESS SPECIFIED OTHERWISE. -SEE SPECIFICATIONA.SLABS-ON-GRADE WILL BE TYPICALLY SCORED (1/4 THE DEPTH) AT INTERVALS NOT TOEXCEED THEIR WIDTH OR 12 TIMES THEIR DEPTH, WHICHEVER IS LESS. SCORING WILL BEPLACED TO PREVENT RANDOM CRACKING. FULL DEPTH EXPANSION JOINTS WILL BE PLACEDAGAINST ANY OBJECT DEEMED TO BE FIXED, CHANGES IN DIRECTION AND AT EQUALINTERVALS NOT TO EXCEED 50 FEET.B.CONCRETE WATERWAYS, CURBWALLS, MOWSTRIPS, CURB AND GUTTER, ETC. WILLTYPICALLY BE SCORED (1/4 THE DEPTH AT INTERVALS NOT TO EXCEED 10 FEET AND HAVEFULL DEPTH EXPANSION JOINTS AT EQUAL SPACING NOT TO EXCEED 50 FEET.C.UNLESS OTHERWISE NOTED, ALL SLABS-0N-GRADE WILL HAVE A MINIMUM 8" TURNED-DOWNEDGE TO HELP CONTROL FROST HEAVE.D.UNLESS OTHERWISE NOTED, ALL ON-GRADE CONCRETE WILL BE PLACED ON A MINIMUM 4"GRAVEL BASE OVER A WELL COMPACTED (90%) SUBGRADE.E.ALL EXPOSED SURFACES WILL HAVE A TEXTURED FINISH, RUBBED OR BROOMED. ANY"PLASTERING" OF NEW CONCRETE WILL BE DONE WHILE IT IS STILL "GREEN".F.ALL JOINTS (CONTROL, CONSTRUCTION OR EXPANSION JOINTS, ETC.) WILL BE SEALED WITHA ONE PART POLYURETHANE SEALANT (SEE SPECIFICATION).2.ASPHALTIC CONCRETE PAVEMENT SHALL BE A MINIMUM 3" OVER 6" OF COMPACTED (95%) ROADBASE OVER PROPERLY PREPARED AND COMPACTED (90%) SUBGRADE, UNLESS NOTEDOTHERWISE. -SEE SPECIFICATIONS, AND DETAIL 'D1' SHEET C5.01A.ASPHALT COMPACTION SHALL BE A MINIMUM 96% (MARSHALL DESIGN).B.SURFACE COARSE SHALL BE ½ " MINUS. MIX DESIGN TO BE SUBMITTED FOR APPROVAL ATLEAST TWO WEEKS PRIOR TO ANTICIPATED PAVING SCHEDULE.C.AC PAVEMENT TO BE A ¼" ABOVE LIP OF ALL GUTTER AFTER COMPACTION.D.THICKNESSES OVER 3" WILL BE LAID IN TWO LIFTS WITH THE FIRST LIFT BEING AN APPROVED3/4" MINUS DESIGN.1.6 GRADING / SOILS1.SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS ANDSPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE SOILS REPORT, WHICH BYREFERENCE ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OFCONFLICT SHALL TAKE PRECEDENCE, UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS,OR IN THE SPECIFICATIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANYDISCREPANCY BETWEEN THE SOILS REPORT AND THESE PLANS AND SPECIFICATIONS.2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING ALL SOFT,YIELDING OR UNSUITABLE MATERIALS AND REPLACING WITH SUITABLE MATERIALS AS SPECIFIEDIN THE SOILS REPORT.3.ALL EXCAVATED OR FILLED AREAS SHALL BE COMPACTED TO 95% OF MODIFIED PROCTORMAXIMUM DENSITY PER ASTM TEST D-1557, EXCEPT UNDER BUILDING FOUNDATIONS WHERE ITSHALL BE 98% MIN. OF MAXIMUM DENSITY. MOISTURE CONTENT AT TIME OF PLACEMENT SHALLNOT EXCEED 2% ABOVE NOR 3% BELOW OPTIMUM.4.CONTRACTOR SHALL SUBMIT A COMPACTION REPORT PREPARED BY A QUALIFIED REGISTEREDSOILS ENGINEER, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITH THEBUILDING PAD AREA AND AREAS TO BE PAVED, HAVE BEEN COMPACTED IN ACCORDANCE WITHTHESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE SOILSREPORT.5.SITE CLEARING SHALL INCLUDE THE LOCATING AND REMOVAL OF ALL UNDERGROUND TANKS,PIPES, VALVES, ETC.6.ALL EXISTING VALVES, MANHOLES, ETC. SHALL BE RAISED OR LOWERED TO GRADE ASREQUIRED.GENERAL NOTES: CONTINUED1.7 UTILITIES1.THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THESE PLANS ARE BASED ON FIELDSURVEYS AND LOCAL UTILITY COMPANY RECORDS. IT SHALL BE THE CONTRACTOR'S FULLRESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES EITHER DIRECT OR THROUGHBLUE STAKE TO LOCATE THEIR FACILITIES PRIOR TO STARTING CONSTRUCTION.2.CONTRACTOR TO VERIFY BY POTHOLING BOTH THE VERTICAL AND HORIZONTAL LOCATION OFALL EXISTING UTILITIES PRIOR TO INSTALLING ANY NEW LINES. NO ADDITIONAL COMPENSATIONSHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSEDBY HIS WORK FORCE.3.CONTRACTOR MUST START AT LOW END OF ALL NEW GRAVITY UTILITY LINES. MECHANICALSUB-CONTRACTOR MUST BE PROVIDED CIVIL SITE DRAWINGS FOR COORDINATION AND TOCHECK THE FLOW FROM THE LOWEST POINT IN BUILDING TO THE FIELD VERIFIED CONNECTIONAT THE EXISTING MAIN. NO EXTRA COMPENSATION IS TO BE PAID TO THE CONTRACTOR FORWORK HAVING TO BE REDONE DUE TO FAILURE TO COMPLY WITH THESE REQUIREMENTS.4.CONTRACTOR IS TO VERIFY LOCATION, DEPTH, SIZE, TYPE, AND OUTSIDE DIAMETERS OFUTILITIES IN THE FIELD BY POTHOLING A MINIMUM OF 300 FEET AHEAD, PIPELINE CONSTRUCTIONTO AVOID CONFLICTS WITH DESIGNED PIPELINE GRADE AND ALIGNMENT. EXISTING UTILITYINFORMATION SHOWN ON PLANS OR OBTAINED FROM UTILITY COMPANIES OR BLUE STAKEDMUST BE ASSUMED AS APPROXIMATE, REQUIRING FIELD VERIFICATION.5.CULINARY WATER AND FIRE SERVICE LINES TO BE CONSTRUCTED IN ACCORDANCE WITH LOCALGOVERNING MUNICIPALITY STANDARDS AND SPECIFICATIONS.6.SANITARY SEWER MAINS AND LATERALS TO BE CONSTRUCTED IN ACCORDANCE WITH LOCALGOVERNING MUNICIPALITY SEWER DISTRICT STANDARDS AND SPECIFICATIONS.7.STORM SEWER TO BE CONSTRUCTED IN ACCORDANCE WITH THE GOVERNING MUNICIPALITYSTANDARDS AND SPECIFICATIONS.8.ALL STORM DRAIN AND IRRIGATION CONDUITS SHALL BE INSTALLED WITH WATER TIGHT JOINTSAND CONNECTIONS.9.ALL STORM DRAIN PIPE PENETRATIONS INTO BOXES SHALL BE CONSTRUCTED WITH WATERTIGHT SEALS ON THE OUTSIDE AND GROUTED SMOOTH WITH A NON-SHRINK GROUT ON THEINSIDE. CONDUITS SHALL BE CUT OFF FLUSH WITH THE INSIDE OF THE BOX.10.NO CHANGE IN THE DESIGN OF UTILITIES AS SHOWN WILL BE MADE BY THE CONTRACTORWITHOUT THE WRITTEN APPROVAL OF THE GOVERNING MUNICIPALITY, OR OTHER AUTHORITYHAVING JURISDICTION OVER THAT UTILITY.11.ALL STORM DRAIN CONDUITS AND BOXES SHALL BE CLEAN AND FREE OF ROCKS, DIRT, ANDCONSTRUCTION DEBRIS PRIOR TO FINAL INSPECTION.1.8 SURVEY CONTROL1.CONTRACTOR MUST PROVIDE A REGISTERED LAND SURVEYOR OR PERSONS UNDER THESUPERVISION OF A REGISTERED LAND SURVEYOR TO SET STAKES FOR THE ALIGNMENT ANDGRADE OF EACH MAIN AND/OR FACILITY AS SHOWN ON THE PLANS. THE STAKES SHALL BEMARKED WITH THE HORIZONTAL LOCATION (STATION) AND VERTICAL LOCATION (GRADE) WITHCUTS AND/OR FILLS TO THE APPROVED GRADE OF THE MAIN AND OR FACILITY AS SHOWN ONTHE PLANS.2.THE CONTRACTOR SHALL PROTECT ALL STAKES AND MARKERS FOR VERIFICATION PURPOSES.3.CONTRACTOR WILL BE RESPONSIBLE FOR FURNISHING, MAINTAINING, OR RESTORING ALLMONUMENTS AND REFERENCE MARKS WITHIN THE PROJECT SITE.1.9 AMERICAN DISABILITIES ACT1.PEDESTRIAN / ADA ROUTES SHALL MEET THE FOLLOWING SPECIFICATIONS:*ROUTES SHALL HAVE A 2.00% (1:50) MAXIMUM CROSS SLOPE.*ROUTES SHALL HAVE A 5.00% (1:20) MAXIMUM RUNNING SLOPE.*RAMPS SHALL HAVE A 8.33% (1:12) MAXIMUM RUNNING SLOPE.2.ADA PARKING STALLS AND ADJACENT ROUTES SHALL HAVE A 2.00% MAXIMUM SURFACE SLOPEIN ANY DIRECTION.3.THE CONTRACTOR SHALL ADHERE TO THE ABOVE SPECIFICATIONS. IN THE EVENT OF ADISCREPANCY IN THE CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THEARCHITECT/ENGINEER PRIOR TO ANY CONSTRUCTION.
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Printed:24 Feb 2023 5:04 PM
Drawing Issue and Revision Schedule
#Date Description 10 Ward Stake Center
Rexburg ID Married Second Stake
5th West and University Boulevard, Rexburg, Idaho
43.803303, -111.796612
County Parcel:
RPR6N40E315400
BHD #:
2109
Date:
1 Nov 2022
Owner #:
501-3560
Plan Series:
10 Ward SC PROJECT NO: 22354
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Printed:3 Mar 2023 4:26 PM
Drawing Issue and Revision Schedule
#Date Description 10 Ward Stake Center
Rexburg ID Married Second Stake
5th West and University Boulevard, Rexburg, Idaho
43.803303, -111.796612
County Parcel:
RPR6N40E315400
BHD #:
2109
Date:
1 Nov 2022
Owner #:
501-3560
Plan Series:
10 Ward SC
1 1 Mar 2023 Site Plan Submittal
earthwiseDESIGN
LANDSCAPE - IRRIGATION - PLANNING
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103794-5301
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GREGORY
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LANDSCAPE ARCHITECT
Stamp:
801-619-4040
greg@earthwisedesign.com
Scale:1Landscape Plan1" = 20'-0"
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Printed:3 Mar 2023 4:22 PM
Drawing Issue and Revision Schedule
#Date Description 10 Ward Stake Center
Rexburg ID Married Second Stake
5th West and University Boulevard, Rexburg, Idaho
43.803303, -111.796612
County Parcel:
RPR6N40E315400
BHD #:
2109
Date:
1 Nov 2022
Owner #:
501-3560
Plan Series:
10 Ward SC
1 1 Mar 2023 Site Plan Submittal
earthwiseDESIGN
LANDSCAPE - IRRIGATION - PLANNING
E
103794-5301
A
D
A
L
N
S
C
E
IH T
RAP C
WOLFLEY
GREGORY
TSAT H
ATOFEU
C T
LANDSCAPE ARCHITECT
Stamp:
801-619-4040
greg@earthwisedesign.com
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