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Home My WebLink AboutBANK OF COLORADO DRIVE-THRU AT W ELIZABETH - FDP210007 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSSITEvicinity mapScale:: 1"=300'AD ALGEBRAIC DIFFERENCEAE ACCESS EASEMENTARV AIR RELEASE VALVEASSY ASSEMBLYBLDG BUILDINGBOV BLOW OFF VALVEBW BOTTOM OF WALLC&G CURB AND GUTTERCL CENTERLINECMP CORRUGATED METAL PIPEDE DRAINAGE EASEMENTEAE EMERGENCY ACCESS EASEMENTEG EXISTING GRADEEL ELEVATIONENV ENVELOPEES EMERGENCY SPILLWAYESMT EASEMENTEX EXISTINGFES FLARED END SECTIONFH FIRE HYDRANTFL FLOWLINEGB GRADE BREAKGD GROUNDGV GATE VALVEHP HIGH POINTIE IRRIGATION EASEMENTINV INVERTIRR IRRIGATIONLF LINEAR FEETLP LOW POINTLT LEFTMH MANHOLEPAE PUBLIC ACCESS EASEMENTPE PEDESTRIAN EASEMENTPERF PERFORATEDPC POINT OF CURVATUREPCC POINT OF COMPOUND CURVATUREPCR POINT OF CURB RETURNPI POINT OF INTERSECTIONPRC POINT OF REVERSE CURVATUREPT POINT OF TANGENCYPVC POLYVINYL CHLORIDERCP REINFORCED CONCRETE PIPERD ROOF DRAINRT RIGHTSAN SANITARY SEWERSDMH STORM DRAIN MANHOLESTA STATIONSTM STORM SEWERTC TOP OF CONCRETETB THRUST BLOCKTBW TOP BACK OF WALKTOF TOP OF FOUNDATIONTW TOP OF WALLTYP TYPICALUE UTILITY EASEMENTVCP VITRIFIED CLAY PIPEVPC VERTICAL POINT OF CURVATUREVPI VERTICAL POINT OF INTERSECTIONVPT VERTICAL POINT OF TANGENCYABBREVIATION LISTPROPOSED STREET LIGHTPROPOSED STORM MANHOLEPROPOSED STORM SEWERPROPOSED WATER CURB STOP/ METER PITPROPOSED SANITARY SEWER CLEANOUTEXISTING SANITARY SEWER MAINPROPOSED TELEPHONEEXISTING GASEXISTING STORM SEWEREXISTING WATER MAINEXISTING STORM SEWER MANHOLEEXISTING SANITARY SEWER MANHOLEPROPOSED STORM INLETLEGENDPROPOSED CONCRETEPROPOSED MINOR CONTOURPROPOSED SPOT ELEVATIONEXISTING SPOT ELEVATION PROPOSED MAJOR CONTOUREXISTING MINOR CONTOUREXISTING MAJOR CONTOUREXISTING UTILITY POLEEXISTING GUY WIREPROPOSED GASPROPOSED ELECTRICEXISTING ELECTRIC LINEEXISTING TELEPHONE LINEPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTEXISTING WATER VALVEPROPOSED SANITARY SEWER MAINPROPOSED WATER MAINEXISTING CONCRETERIGHT-OF-WAY LINEEXISTING FLOWLINE, CURB & GUTTEREASEMENT LINEPROPOSED FLOWLINE, CURB & GUTTERPROPOSED FENCE/RAILINGEXISTING OVERHEAD UTILITYEXISTING STORM SEWER INLETPROPOSED WATER VALVEPROPOSED SANITARY SEWER MANHOLEPROPOSED UTILITY POLEEXISTING STREET LIGHTEXISTING EDGE OF ASPHALTPROPOSED FLARED END SECTION (FES)ARCHITECTr4 Architects226 Remington STreet Unit 3Fort Collins, CO 80524PH. 970.224.0630Contact: Matt RankinPLANNERTB Group444 Mountain AvenueBerhoud, CO 80513PH. 970.532.5891Contact: Cathy MathisENGINEERInterwest Consulting Group1218 W. Ash, Suite AWindsor, Colorado 80550PH. 970.674.3300Contact: Mike OberlanderSURVEYORKing Surveyors650 East Garden DriveWindsor, Colorado 80550PH. 970.686.5011Contact: Paul GrovesINDEMNIFICATION STATEMENT:THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY FORCONCEPT ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY THEREVIEWING DEPARTMENT, THE LOCAL ENTITY ENGINEER, OR THELOCAL ENTITY FOR ACCURACY AND CORRECTNESS OF THECALCULATIONS. FURTHERMORE, THE REVIEW DOES NOT IMPLY THATQUANTITIES OF ITEMS ON THE PLANS ARE THE FINAL QUANTITIESREQUIRED. THE REVIEW SHALL NOT BE CONSTRUED IN ANY REASON ASACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE LOCAL ENTITYFOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BEREQUIRED DURING THE CONSTRUCTION PHASE.INDEX OF SHEETSSheet No.Description of SheetsBENCHMARKS:PROJECT DATUM: NAVD88BENCHMARK #20-97AT THE SOUTHWEST CORNER OF WEST ELIZABETH AND CONSTITUTION AVE. ON ACONCRETE TRAFFIC SIGNAL BASE.ELEVATION=5050.15BENCHMARK #19-97AT THE SOUTHEAST CORNER OF WEST ELIZABETH AND SHIELDS ST., ON A CONCRETETRAFFIC SIGNAL BASE.ELEVATION=5025.74PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDINGDEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINSDATUM) FOR THEIR VERTICAL DATUMS.IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FORANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED:NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - 3.19'.UTILITY CONTACTS:City of Fort CollinsFort Collins, Colorado 80522700 Wood StreetTELEPHONE SERVICECentury Link3702 Automation Dr, Suite 106Fort Collins, Colorado 80525Contact: Engineering OfficeNATURAL GASXcel Energy1901 E. Horsetooth RoadContact: Stephanie RichFort Collins, Colorado 80525UTILITIES ENGINEERMatt SimpsonPh. 970.416.2754LIGHT & POWERPh. 970.225.7828Ph. 970.490.7508COVER SHEETGENERAL NOTESDEMOLITION PLANHORIZONTAL CONTROL PLANUTILITY PLANGRADING PLANDRAINAGE PLANEROSION CONTROL PLANDETAILS................................................................................................................................................................................................................................................................................................................................................................................................................................Austin KreagerPh. 970.224.6152UTILITY PLANS FOR:WESTERLY 68.49 FEET OF LOT 1, SECOND CAMPUS WEST SUBDIVISONBANK OF COLORADOLOCATED IN THE S.E. CORNER OF SECTION 15, TOWNSHIP 7 NORTH,RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIANCITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADOMARCH 2021PREPARED FOR PROJ. NO.DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 BANK OF COLORADO W. 68.49 FT. OF LOT 1, 2ND CAMPUS W. SUBDIVION COVER SHEET 03/25/2021 N/A N/A JL MPO1443-067-001of16BANK OF COLORADO 1609 E. HARMONY RD FORT COLLINS, COLORADO 80525 970-206-1160PRELIMINARYNOT FOR CONSTRUCTION12 - 345678910 - 16 PREPARED FOR PROJ. NO.DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 W. 68.49 FT. OF LOT 1, 2ND CAMPUS W. SUBDIVION BANK OF COLORADO GENERAL NOTES 03/25/2021 N/A N/A JL MPO1443-067-002of16BANK OF COLORADO 1609 E. HARMONY RD FORT COLLINS, COLORADO 80525 970-206-1160“”“”“”“”“”PRELIMINARYNOT FOR CONSTRUCTION PREPARED FOR PROJ. NO.DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 W. 68.49 FT. OF LOT 1, 2ND CAMPUS W. SUBDIVION BANK OF COLORADO GENERAL NOTES 03/25/2021 N/A N/A JL MPO1443-067-003of16BANK OF COLORADO 1609 E. HARMONY RD FORT COLLINS, COLORADO 80525 970-206-1160 “”“”PRELIMINARYNOT FOR CONSTRUCTION WEST ELIZABETH STREETLOT 1CAMPUSWESTREDEVELOPMENTWESTERLY 68.49'LOT 1 CAMPUS WEST SUB.EXBUILDINGLOT 2JOHN XXIIIUNIVERSITY CENTERLOT 1LESS WESTERLY 68.49'CAMPUS WEST SUB.Revisions No.Date Description By Revisions No.Date Description By PREPARED FOR PROJ. NO.DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 W. 68.49 FT. OF LOT 1, 2ND CAMPUS W. SUBDIVION BANK OF COLORADO DEMO PLAN 03/25/2021 NA NA JL MPO1443-067-004of16BANK OF COLORADO 1609 E. HARMONY RD FORT COLLINS, COLORADO 80525 970-206-1160 010'2010510SCALE: 1" = LEGENDEXISTING SIDEWALK/CONCRETE PAVEMENTPRELIMINARYNOT FOR CONSTRUCTIONNOTE:1. ITEMS IN RED ARE TO BE REMOVED AND ARE NOT SHOWN ON SUBSEQUENT PLANS.EXISTING SIDEWALK/CONCRETEPAVEMENT LIMITS OF REMOVALEXISTING ASPHALT PAVEMENTLIMITS OF REMOVAL WEST ELIZABETH STREETLOT 1CAMPUSWESTREDEVELOPMENTLOT 2JOHN XXIIIUNIVERSITY CENTERWESTERLY 68.49'LOT 1 CAMPUS WEST SUB.PROPOSED BUILDINGFF=5031.5LOT 1LESS WESTERLY 68.49'CAMPUS WEST SUB.Revisions No.Date Description By Revisions No.Date Description By PREPARED FOR PROJ. NO.DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 W. 68.49 FT. OF LOT 1, 2ND CAMPUS W. SUBDIVION BANK OF COLORADO HORIZONTAL CONTROL PLAN 03/25/2021 NA NA JL MPO1443-067-005of16BANK OF COLORADO 1609 E. HARMONY RD FORT COLLINS, COLORADO 80525 970-206-1160 010'2010510SCALE: 1" = LEGENDPROPOSED CONCRETE PAVEMENTPROPOSED SIDEWALKEXISTING SIDEWALK/CONCRETE PAVEMENTPROPOSED ASPHALT PAVEMENTNOTES:1. THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION WITH ALL EXISTING UTILITIES.2. THE CONTRACTOR SHALL COORDINATE ANY RELOCATIONS OR ADJUSTMENTS NECESSARY FORCONSTRUCTION.3. LIMITS OF THE STREET CUTS ALLEY ARE APPROXIMATE AND WILL BE DETERMINED IN THE FIELD WITHTHE INSPECTOR.5. ALL PROPOSED EASEMENTS TO BE DEDICATED BY PLAT.PRELIMINARYNOT FOR CONSTRUCTION WEST ELIZABETH STREETLOT 1CAMPUSWESTREDEVELOPMENTWESTERLY 68.49'LOT 1 CAMPUS WEST SUB.PROPOSED BUILDINGFF=5031.5LOT 2JOHN XXIIIUNIVERSITY CENTERLOT 1LESS WESTERLY 68.49'CAMPUS WEST SUB.Revisions No.Date Description By Revisions No.Date Description By PREPARED FOR PROJ. NO.DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 W. 68.49 FT. OF LOT 1, 2ND CAMPUS W. SUBDIVION BANK OF COLORADO UTILITY PLAN 03/25/2021 NA NA JL MPO1443-067-006of16BANK OF COLORADO 1609 E. HARMONY RD FORT COLLINS, COLORADO 80525 970-206-1160 010'2010510SCALE: 1" = PRELIMINARYNOT FOR CONSTRUCTIONNOTES:1. ALL STORM SEWER AND SANITARY SEWER, AS WELL AS POWER AND OTHER "DRY" UTILITY INSTALLATIONS, SHALL CONFORM TOTHE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS CURRENT AT THE DATE OF APPROVAL OF THE PLANS BY THE LOCALENGINEER.2. STORM SEWER PIPE SHALL BE RCP OR ADS N-12 WITH WATER TIGHT JOINTS AS SPECIFIED ON THE PLAN OR OTHERWISE NOTED. ALLSTORM SEWER SHALL BE INSPECTED BY THE CITY OF FORT COLLINS (COFC).3. LENGTH OF PIPE IS MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND INCLUDES THE FLARED ENDSECTION.4. ALL WATER CONSTRUCTION SHALL CONFORM TO THE CITY OF FORT COLLINS WATER STANDARDS AND SPECIFICATIONS CURRENTAT THE DATE OF APPROVAL OF THE PLANS BY THE CITY OF FORT COLLINS.5. WATER MAINS AND FIRE LINES SHALL BE PVC(C900) AS SPECIFIED BY THE COFC. THE MINIMUM COVER OVER WATER LINES IS 4.5FEET AND THE MAXIMUM COVER IS 5.5 FEET UNLESS OTHERWISE APPROVED BY THE COFC.6. ALL WATER SERVICES SHALL BE INSTALLED AT A MINIMUM OF 5 FEET BELOW FINISHED FLOOR ELEVATION AND SHALL BE TYPE KCOPPER AS SPECIFIED BY COFC.7. ALL SANITARY SEWER PIPE SHALL BE PVC (SDR35) UNLESS OTHERWISE NOTED ON THE PLAN. SEWER PIPE SHALL BE ASSPECIFIED BY THE CITY OF FORT COLLINS STANDARD PLANS AND SPECIFICATIONS.8. SEE ARCHITECTURAL DRAWINGS FOR WALL LOCATION DETAILS OF GAS METERS, ELECTRIC METERS, AND TELEPHONETERMINALS.9. LIMITS OF STREET CUT SHOWN ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY CITY ENGINEERINSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH THE CITY STREET REPAIR STANDARDS.10. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBSAND GUTTERS DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTOREDTO CITY OF FORT COLLINS STANDARDS AT THE IMPROVEMENTS AND/OR PRIOR TO THE ACCEPTANCE OF COMPLETEDIMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.LEGENDPROPOSED CONCRETE PAVEMENTPROPOSED SIDEWALKEXISTING SIDEWALK/CONCRETE PAVEMENTPROPOSED ASPHALT PAVEMENT WEST ELIZABETH STREETLOT 1CAMPUSWESTREDEVELOPMENTPROPOSED BUILDINGFF=5031.5WESTERLY 68.49'LOT 1 CAMPUS WEST SUB.LOT 2JOHN XXIIIUNIVERSITY CENTERLOT 1LESS WESTERLY 68.49'CAMPUS WEST SUB.Revisions No.Date Description By Revisions No.Date Description By PREPARED FOR PROJ. NO.DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 W. 68.49 FT. OF LOT 1, 2ND CAMPUS W. SUBDIVION BANK OF COLORADO GRADING PLAN 03/25/2021 NA NA JL MPO1443-067-007of16BANK OF COLORADO 1609 E. HARMONY RD FORT COLLINS, COLORADO 80525 970-206-1160 010'2010510SCALE: 1" = EXISTING MAJOR CONTOUREXISTING MINOR CONTOURPROPOSED MINOR CONTOURPROPOSED MAJOR CONTOURPRELIMINARYNOT FOR CONSTRUCTIONNOTES:1. ALL GRADING SHALL BE CONFINED TO THE PROPERTY BEING DEVELOPED OR ADJACENT PUBLIC RIGHT-OF-WAY. NO GRADING SHALLBE DONE OUTSIDE OF PROPERTY LINES UNLESS OTHERWISE SHOWN.2. PLEASE REFER TO THE EROSION CONTROL PLAN SHEET AND REPORT FOR TEMPORARY CONTROL MEASURES AND CONSTRUCTIONSEQUENCING THAT SHALL BE USED IN ORDER TO PREVENT LOADING OF THE LID DRAINAGE FACILITY WITH SEDIMENT DURINGCONSTRUCTION.3. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS ANDGUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACE OR RESTORED TOCITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTSAND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.4. SEE LANDSCAPE PLAN FOR REVEGETATION METHODS AND DETAILS DURING CONSTRUCTION, ANY SOIL DISTURBED AND NOTUNDER ACTIVE CONSTRUCTION SHALL BE SEEDED AND MULCHED PER LCUASS STANDARDS.LEGENDPROPOSED CONCRETE PAVEMENTPROPOSED SIDEWALKEXISTING SIDEWALK/CONCRETE PAVEMENTPROPOSED ASPHALT PAVEMENT WEST ELIZABETH STREETLOT 1CAMPUSWESTREDEVELOPMENTPROPOSED BUILDINGFF=5031.5WESTERLY 68.49'LOT 1 CAMPUS WEST SUB.LOT 2JOHN XXIIIUNIVERSITY CENTERLOT 1LESS WESTERLY 68.49'CAMPUS WEST SUB.RHYLVLoQV No.DDWH DHVFULSWLoQ B\ RHYLVLoQV No.DDWH DHVFULSWLoQ B\010'2010510SCALE: 1" = PROPOSED MINOR CONTOURPROPOSED MAJOR CONTOUREXISTING MINOR CONTOUREXISTING MAJOR CONTOURLEGENDPROPOSED DIRECTION OF OVERLAND FLOWMINOR STORM RUNOFF COEFFICIENTDRAINAGE BASIN AREA, ACRESPROPOSED DRAINAGE BASIN IDDESIGN POINTPROPOSED DRAINAGEBASIN DIVIDE LINENOTES1. FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION WILL BE REQUIRED FOR THE STORM PIPE CONNECTION TO THE EXISTINGINLET IN THE FLOODPLAIN.2. PORTIONS OF THIS PROPERTY ARE LOCATED IN THE CITY OF FORT COLLINS 100-YEAR FLOODPLAIN AND ALL DEVELOPMENTMUST SATISFY REQUIREMENTS OF CHAPTER 10 OF CITY CODE.3. PRIOR TO BEGINNING ANY WORK IN THE FLOOD FRINGE (STORMWATER PIPE, EXCAVATE AND REPAIR SIDEWALK)A FLOODPLAINUSE PERMIT IS REQUIRED.4. PRIOR TO BEGINNING ANY WORK IN THE FLOODWAY (STORMWATER PIPE, EXCAVATE AND REPAIR SIDEWALK) AN APPROVEDNO-RISE CERTIFICATE IS REQUIRED.5. NO FILL IN THE FLOODWAY UNLESS A HYDRAULIC ANALYSIS SHOWS "NO-RISE". NO MANUFACTURED HOMES, EXCEPT IN ANEXISTING PARK, CAN BE PLACED IN THE FLOODWAY. NO CHANGING A NONCONFORMING NON-RESIDENTIAL OR MIXED USESTRUCTURE TO A RESIDENTIAL STRUCTURE. LANDSCAPING MEETS REQUIREMENTS FOR NO ENCROACHMENT IN THE FLOODWAYWITHOUT A HYDRAULIC ANALYSIS TO SHOW "NO RISE". NO STORAGE OFMATERIALS OR EQUIPMENT.PRELIMINARYNOT FOR CONSTRUCTIONPREPARED FOR PROJ. NO.DATE SCALE H SCALE V CHECKED BY DESIGNED BY PROJECT NAME 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 W. 68.49 FT. OF LOT 1, 2ND CAMPUS W. SUBDIVION BANK OF COLORADO DRAINAGE PLAN 03/25/2021 NA NA JL MPO1443-067-008of16BANK OF COLORADO 1609 E. HARMONY RD FORT COLLINS, COLORADO 80525 970-206-1160 WEST ELIZABETH STREETLOT 1CAMPUSWESTREDEVELOPMENTPROPOSED BUILDINGFF=5031.5LOT 2JOHN XXIIIUNIVERSITY CENTERLOT 1LESS WESTERLY 68.49'CAMPUS WEST SUB.WESTERLY 68.49'LOT 1 CAMPUS WEST SUB.Revisions No.Date Description By Revisions No.Date Description By PREPARED FOR PROJ. NO.DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 W. 68.49 FT. OF LOT 1, 2ND CAMPUS W. SUBDIVION BANK OF COLORADO EROSION CONTROL PLAN 03/25/2021 NA NA JL MPO1443-067-009of16BANK OF COLORADO 1609 E. HARMONY RD FORT COLLINS, COLORADO 80525 970-206-1160 010'2010510SCALE: 1" = PRELIMINARYNOT FOR CONSTRUCTIONPROPOSED MINOR CONTOURPROPOSED MAJOR CONTOUREXISTING MINOR CONTOUREXISTING MAJOR CONTOURVEHICLE TRACKING CONTROLBLOCK AND ROCK SOCK INLET PROTECTIONCONCRETE WASHOUT AREASTABILIZED STAGING AREASEDIMENT CONTROL LOGAT BACK OF CURB/SIDEWALKROCK SOCKNOTES:1. CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROLMEASURES PRIOR TO AND THROUGHOUT CONSTRUCTION. EROSION CONTROLPROTECTION SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALLDISTURBED GROUND IS ADEQUATELY VEGETATED WITH OWNER'S APPROVAL FORREMOVAL.2. THE EXTENT OF EROSION CONTROL PROTECTION SHALL BE OBSERVED ANDADJUSTED AS NEEDED DURING CONSTRUCTION BASED ON SITE CONDITIONS AND THEPERFORMANCE OF THE EROSION CONTROL MEASURES SHOWN, TO SUPPLY SUFFICIENTEROSION CONTROL AND MINIMIZE DOWNSTREAM WATERWAY POLLUTION.3. LIMIT DISTURBANCE TO AREAS WITHIN EROSION CONTROL BOUNDARIES. ADJUSTEROSION CONTROL BOUNDARIES AS NECESSARY TO ADEQUATELY COMPLETEPROPOSED WORK. ALL DISTURBED AREAS SHALL BE PREPARED (SEEDED & MULCHED,SURFACE ROUGHENING, ETC.) TO MINIMIZE EROSION POTENTIAL AND SOIL MIGRATION.4. SEE LANDSCAPE PLAN FOR REVEGETATION METHODS AND DETAILS. DURINGCONSTRUCTION, ANY SOIL DISTURBED AND NOT UNDER ACTIVE CONSTRUCTION SHALLBE SEEDED AND MULCHED PER LCUASS STANDARDS.5. NO TRACKING OF MUD AND DEBRIS WILL BE ALLOWED ONTO THE SURROUNDINGSTREETS AND PROPERTIES. IN CASE ANY TRACKING OCCURS, IT SHALL BE CLEANEDIMMEDIATELY BY THE CONTRACTOR.ROCK SOCK AREA INLET PROTECTIONPROPOSED DIRECTION OF FLOWLEGENDPROPOSED CONCRETE PAVEMENTPROPOSED SIDEWALKEXISTING SIDEWALK/CONCRETE PAVEMENTPROPOSED ASPHALT PAVEMENT PREPARED FOR PROJ. NO.DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 BANK OF COLORADO W. 68.49 FT. OF LOT 1, 2ND CAMPUS W. SUBDIVION DETAILS 03/25/2021 N/A N/A JL MPO1443-067-0010of16BANK OF COLORADO 1609 E. HARMONY RD FORT COLLINS, COLORADO 80525 970-206-1160PRELIMINARYNOT FOR CONSTRUCTION PREPARED FOR PROJ. NO.DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 BANK OF COLORADO W. 68.49 FT. OF LOT 1, 2ND CAMPUS W. SUBDIVION DETAILS 03/25/2021 N/A N/A JL MPO1443-067-0011of16BANK OF COLORADO 1609 E. HARMONY RD FORT COLLINS, COLORADO 80525 970-206-1160PRELIMINARYNOT FOR CONSTRUCTION PREPARED FOR PROJ. NO.DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 BANK OF COLORADO W. 68.49 FT. OF LOT 1, 2ND CAMPUS W. SUBDIVION DETAILS 03/25/2021 N/A N/A JL MPO1443-067-0012of16BANK OF COLORADO 1609 E. HARMONY RD FORT COLLINS, COLORADO 80525 970-206-1160PRELIMINARYNOT FOR CONSTRUCTION PREPARED FOR PROJ. NO.DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 BANK OF COLORADO W. 68.49 FT. OF LOT 1, 2ND CAMPUS W. SUBDIVION DETAILS 03/25/2021 N/A N/A JL MPO1443-067-0013of16BANK OF COLORADO 1609 E. HARMONY RD FORT COLLINS, COLORADO 80525 970-206-1160PRELIMINARYNOT FOR CONSTRUCTION PREPARED FOR PROJ. NO.DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 BANK OF COLORADO W. 68.49 FT. OF LOT 1, 2ND CAMPUS W. SUBDIVION DETAILS 03/25/2021 N/A N/A JL MPO1443-067-0014of16BANK OF COLORADO 1609 E. HARMONY RD FORT COLLINS, COLORADO 80525 970-206-1160PRELIMINARYNOT FOR CONSTRUCTION PRELIMINARYNOT FOR CONSTRUCTIONPREPARED FOR PROJ. NO.DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 BANK OF COLORADO W. 68.49 FT. OF LOT 1, 2ND CAMPUS W. SUBDIVION DETAILS 03/22/2021 N/A N/A JL MPO1443-067-0015of16BANK OF COLORADO 1609 E. HARMONY RD FORT COLLINS, COLORADO 80525 970-206-1160 PRELIMINARYNOT FOR CONSTRUCTIONPREPARED FOR PROJ. NO.DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 BANK OF COLORADO W. 68.49 FT. OF LOT 1, 2ND CAMPUS W. SUBDIVION DETAILS 03/22/2021 N/A N/A JL MPO1443-067-0016of16BANK OF COLORADO 1609 E. HARMONY RD FORT COLLINS, COLORADO 80525 970-206-1160