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Home My WebLink AboutPLANS 851 Vista Ln NSFR 2022-05-26 30 1692 BIG THOMPSON AVE.SUITE 200ESTES PARK, CO 80517PH: (970) 586-2458FAX: (970) 586-2459 20 10 N R SCALE 1" = 10' UNDERGROUND MEMBER UTILITIES. 3-BUSINESS DAYS IN ADVANCE BEFORE YOU 2022 CORNERSTONE ENGINEERING & SURVEYING, INC.COPYRIGHT - ALL RIGHTS RESERVED 0 DIG, GRADE, OR EXCAVATE FOR THE MARKING OF CALL SUBJECT PROPERTY LINEADJACENT PROPERTY LINEBUILDING SETBACK LINEEXISTING INDEX CONTOUR W/ ELEVATIONEXISTING INTERMEDIATE CONTOUREXISTING EASEMENT LINEEXISTING WATER LINEEXISTING SEWER LINEEXISTING UNDERGROUND ELECTRIC LINEEXISTING OVERHEAD POWER LINEEXISTING GAS LINEEXISTING SEWER MANHOLEDENOTES TOP OF CURB ELEVATIONDENOTES FLOW LINE OF CURB ELEVATIONDENOTES FINISHED GRADE ELEVATIONDENOTES TOP OF STEP ELEVATIONDENOTES BOTTOM OF STEP ELEVATIONDENOTES UPSTREAM INVERT ELEVATIONDENOTES DOWNSTREAM INVERT ELEVATION 10 WSEG OHP ZONING - RE-1SETBACKS ARE AS FOLLOWS:STREET - 50 FEETSIDE - 50 FEETCONTOURS ARE AT 2-FOOT INTERVALS.SURVEY IS MEASURED IN US SURVEY FOOTTHIS DRAWING DOES NOT REPRESENT AWAS ACQUIRED FROM THE LAKE VIEW TRACTS PLAT REAR - 50 FEETMONUMENTED SURVEY, BOUNDARY INFORMATIONMAP. 4. LEGAL DESCRIPTION:LOT 19LAKE VIEW TRACTS SUBDIVISION GENERAL NOTES:2.3.5. 1. TCFLFGTSBS 7690 U.S. INVD.S. INV SITEPLAN RECTORY SITEPLAN OUR LADY OF THE MOUNTAINS OUR LADY OF THE MOUNTAIN CATHOLIC CHURCH CLIENT: PROJECT TITLE: SHEET TITLE: 2 SHEET JLR BY:JLRJLRJLR 1 SHEET JOB NO. 501.007 MST APRIL 2022 0AS SHOWN 3 5 7 PERMIT SET REVISION:REVISE ENTRY STAIRS TO BE CONCRETEBID SETADDENDUM #1 APRIL 26, 2022 DATESCALE APPROVED BY MSTSMST JLR 05/23/2022 DATE:01/22/202002/07/202204/25/2022 DESIGNED BYDRAWN BY CHECKED BY SETBACK 10' BUILDING S 0 K 4L A 5 7W E EXISTING SIDEWALKD I S D E S O P S O R P SETBACK 0 10' BUILDING 5 5 7 S DECK LOT 19 S ' 9 . 4 4 ' LAKE VIEW TRACTS 0 . EXISTING TREE TOBE REMOVED 4 ' 40SDR40 SEWERSERVICE FGPROPOSED 4" 1 . ' X .8 0 21 3 S S 4i n ' 5 . 5 2 X ' 2 . 2 FG27.5PROPOSEDUNDERGROUNDELECTRIC SERVICE 2 X BASEMENT FINISHED FLOOR =7528 MAIN FINISHED FLOOR =7538 ' ' 9 . 6 8 27.5 . P ' 0 H O 3 . ' 0 . 8 1 v r e S S E ' 9 . 37.80TS37.80 6 X X ' n i 0 X5 . 7 '. 9 . 9 8 X0 2 35.3 BSS FG37 W W X FG36 % X TS 35.24 4 . 9 ~ X 32.74 BS% 7 . 1 ) . X~ X S A ASPHALT PARKING M ( TS %32.68 5 W . 4 T @X K L BS30.18 A W E D I SX '(7524.3) 4 X 26.62 BS XSERVICE X W 27.62 BS ) REQUIRED V : TS27.62 H ( COPPER WATER 1 : 3PROPOSED 3/4" 'K' ROAD PATCH AS TS X W (7526.8) SETBACK 25' BUILDING E V I R U.S. INV=7534D.S. INV=7532 D A T S I V ADS CULVERT WITH PROPOSED 20LF 12" SETBACK W FLARED END SECTIONS 15' BUILDING T W 0 4 T 5 7 PROPOSED T W TELEPHONE SERVICE T W 1692 BIG THOMPSON AVE.SUITE 200ESTES PARK, CO 80517PH: (970) 586-2458FAX: (970) 586-2459 2022 CORNERSTONE ENGINEERING & SURVEYING, INC.COPYRIGHT - ALL RIGHTS RESERVED RECTORY SITEPLAN OUR LADY OF THE MOUNTAINS GENERAL NOTES & DETAILS OUR LADY OF THE MOUNTAIN CATHOLIC CHURCH CLIENT: PROJECT TITLE: SHEET TITLE: 2 SHEET JLR BY:JLRJLR 2 SHEET JOB NO. 501.007 MST APRIL 2022 AS SHOWN PERMIT SET REVISION:REVISE ENTRY STAIRS TO BE CONCRETEBID SET DATESCALE APPROVED BY MSTMST JLR 05/23/2022 DATE:01/22/202002/07/2022 DESIGNED BYDRAWN BY CHECKED BY R UNDERGROUND MEMBER UTILITIES. 3-BUSINESS DAYS IN ADVANCE BEFORE YOU CALLDIG, GRADE, OR EXCAVATE FOR THE MARKING OF CORNERSTONE ENGINEERING AND SURVEYING, INC. IS NOT AGUARANTOR OF THE PERFORMANCE OF THE WORK.CORNERSTONE ENGINEERING AND SURVEYING, INC. IS NOT RESPONSIBLECOMPLIANCE BY THE APPROPRIATE PARTY WITH ANY REGULATIONSCORNERSTONE ENGINEERING AND SURVEYING, INC. EXERCISES NOCONTROL OVER THE SAFETY OR ADEQUACY OF ANY EQUIPMENT,ABOUT THE PROJECT, OR OVER THE SUPERINTENDING OF THE SAME.WRITTEN SCALES ON PLAN ARE FOR FULL SIZED 24" x 36" PLANS AND DO FOR SAFETY, IN, ON, OR ABOUT THE PROJECT SITE, NOR FORRELATED THERETO.BUILDING COMPONENTS, FORMS, OR OTHER WORK AIDS USED IN ORNOT APPLY TO REDUCED PLAN SETS. PLAN NOTES: ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF THE IMPROVEMENTS SHALL MEET OREXCEED THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE CONTRACT DOCUMENTS.THE CONTRACTOR SHALL HAVE, ON-SITE AT ALL TIMES, ONE (1) SIGNED COPY OF THEAPPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, ACOPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB, AND EASEMENTS.ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OFSAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIAL NECESSARYFOR THE COMPLETION OF THE INTENDED IMPROVEMENTS, SHOWN ON THESE DRAWINGS, ORDESIGNATED TO BE PROVIDED, INSTALLED, OR CONSTRUCTED, UNLESS SPECIFICALLY NOTEDOTHERWISE.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT NO MUD OR DEBRIS SHALL BETRACKED ONTO THE EXISTING PUBLIC STREET SYSTEM. MUD AND DEBRIS MUST BE REMOVEDWITHIN 24 HOURS BY AN APPROPRIATE MECHANICAL METHOD (I.E. MACHINE BROOM SWEEP,LIGHT DUTY FRONT-END LOADER, ETC.) OR AS APPROVED BY THE LOCAL ENTITY STREETINSPECTOR.THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS-BUILT INFORMATION ON A SETOR RECORD DRAWINGS KEPT ON THE CONSTRUCTION SITE AND AVAILABLE TO THE LOCALENTITY'S INSPECTOR AT ALL TIMES. THIS INFORMATION SHALL BE PROVIDED TO PROJECTMANAGER UPON COMPLETION OF THE PROJECT.AREAS DISTURBED BY GRADING SHALL BE CONTOURED SO THEY CAN BE REVEGETATED ANDSHALL BE REVEGETATED WITHIN ONE (1) GROWING SEASON AFTER CONSTRUCTION, USINGNATIVE SPECIES SIMILAR TO THOSE GROWING ON THE SITE WHEN SUCH REVEGETATION DOESNOT CONTRIBUTE HAZARDS. REVEGETATION SHALL BE SUFFICIENT TO PROVIDE EROSIONCONTROL AND TO PREVENT THE INVASION OF WEEDS.ON MAN-MADE SLOPES OF TWENTY-FIVE PERCENT (25%) OR GREATER, PLANT MATERIALS WITHDEEP ROOTING CHARACTERISTICS SHALL BE SELECTED THAT WILL MINIMIZE EROSION ANDREDUCE SURFACE RUN-OFF. GENERAL NOTES (CONT'D): 20.21. 14.15.16.17.18.19. PAVEMENT REQUIRED W/ METALLICWATER MAINS SHALL BE TYPE"K" COPPER SHALL BE INSTALLED& MAINTAINED LEVELWITH ADJACENT GROUND SERVICE METER CHECK VALVE & RESPONSIBILITY OWNERS SERVICE PIPE VALVE 1 NOTE: SERVICE VALVE TO BE PLACED ON PROPERTY LINE UNLESS OTHERWISE SPECIFIED 1 CONTACT: NATHAN ROMIG (970) 692-4237 CONTACT: JOE LOCKHART (970) 577-3607CONTACT: CHRIS ESHELMAN (970) 577-3630 WATER: TOWN OF ESTES PARK SANITARY SEWER: UPPER THOMPSON SANITATION DISTRICTELECTRIC: ESTES PARK POWER AND COMMUNICATIONSUTILITY LOCATE: 1-800-922-1987. LINE WATER SERVICE TAPPING DETAIL ADJUSTMENTS TO ELIMINATE CONFLICT WITH PROGRESS OF THE WORK.AND BENCHING FOR PROTECTION OF EMPLOYEES IN EXCAVATIONS PLUS METHODS FORVERIFY THE CORRECTNESS AND EXTENT OF THE UTILITIES. THE CONTRACTOR SHALL, AHEAD DEPTH OF MOISTURE-DENSITY CONTROL FOR THIS PROJECT SHALL BE AS FOLLOWS:FULL DEPTH OF ALL EMBANKMENTSBASES OF CUTS AND FILLS 0.5 FEETEXCAVATION REQUIRED FOR COMPACTION OF BASES OF CUTS AND FILLS WILL BE CONSIDEREDSUBSIDIARY TO THAT OPERATION AND WILL NOT BE PAID SEPARATELY.WATER SHALL BE USED AS A DUST PALLIATIVE WHERE REQUIRED. LOCATIONS SHALL BE ASORDERED. COST FOR DUST PALLIATIVE WILL NOT BE MEASURED OR PAID FOR SEPARATELYBUT SHALL BE INCLUDED IN THE WORK.THE CONTRACTOR SHALL PROTECT ALL WORK AREAS AND FACILITIES FROM WATER AT ALLTIMES. AREAS AND FACILITIES SUBJECT TO FLOODING, REGARDLESS OF THE SOURCE OFWATER SHALL BE PROMPTLY DEWATERED AND RESTORED AT NO COST TO THE TOWN.RELOCATION OF EXISTING UTILITIES IS NOT PART OF THIS CONTRACT EXCEPT AS SHOWN ONTHESE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF UTILITYRELOCATIONS BY UTILITY COMPANIES IN HOW IT IMPACTS HIS WORK SCHEDULE AND WORKPROGRESS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING UTILITIES DURINGCONSTRUCTION AND SHALL HOLD THE DEVELOPER AND IT'S ENGINEER HARMLESS FORDAMAGES ARISING FROM THE CONTRACTOR'S FAILURE TO ADEQUATELY PROTECT EXISTINGUTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SCHEDULE UTILITYUTILITIESTRENCHES OVER FIVE FEET IN DEPTH SHALL BE EITHER SHORED OR TRENCH WALLS SHALL BESLOPED TO THE APPLICABLE OSHA REGULATIONS.THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPROPRIATE OSHAREGULATIONS AND STANDARDS INCLUDING, BUT NOT LIMITED TO, 29 CFR PART 1926, OSHASTANDARDS-EXCAVATIONS. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN OF SLOPINGPHYSICAL PROTECTION FOR FALL PROTECTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING, AT HIS EXPENSE, ANY PROPERTYPINS OR SURVEY MONUMENTS DESTROYED DURING CONSTRUCTION.OVERHEAD POWER AND TELEPHONE LINES ARE SHOWN ON THE DRAWINGS. THE CONTRACTORSHALL BE RESPONSIBLE FOR NOTING OVERHEAD UTILITIES LOCATIONS AND TAKINGNECESSARY PRECAUTIONS TO PREVENT INTERFERENCE WITH OVERHEAD LINES PRIOR TO ANDDURING CONSTRUCTION.THE CONTRACTOR SHALL COORDINATE WITH EMERGENCY ASSISTANCE AGENCIES TO INSURETHAT EMERGENCY VEHICLES ARE NOT HINDERED DURING CONSTRUCTION.THE PHYSICAL FEATURES WITHIN THE LIMITS OF THE PROJECT HAVE BEEN SHOWN BASED ONTHE BEST AVAILABLE INFORMATION.EXISTING UTILITIES: KNOWN SEWER, WATER, GAS MAINS, TELEPHONE CONDUITS, ELECTRICCABLES, AND OTHER UNDERGROUND STRUCTURES ARE SHOWN ON THE DRAWINGS ONLY TOTHE EXTENT SUCH INFORMATION HAS BEEN MADE AVAILABLE TO OR DISCOVERED BY THEENGINEER. THERE IS EXPECTED TO BE DISCREPANCIES AND OMISSIONS IN THE LOCATION ANDQUANTITY OF UTILITIES AND STRUCTURES SHOWN. THIS INFORMATION IS SHOWN FOR THECONVENIENCE OF THE CONTRACTOR BUT IS NOT GUARANTEED TO BE EITHER CORRECT ORCOMPLETE. THE CONTRACTOR WILL MAKE THE INVESTIGATION DEEMED NECESSARY TOOF EXCAVATION, LOCATE ALL UNDERGROUND UTILITIES AND STRUCTURES SO THEY WILL NOTBE ACCIDENTALLY DAMAGED DURING CONSTRUCTION. THE CONTRACTOR SHALL ASSUME FULLRESPONSIBILITY AND LIABILITY FOR ANY DAMAGE TO UNDERGROUND UTILITIES ANDSTRUCTURES.VALVE UNIT GENERAL NOTES: 2.3.4.5.6.7.8.9. 1.10.11.12.13. 1 TO ANY LAND DISTURBING PRIOR 4" APPROXIMATE6" x 6"TRENCH CHECK SLOTS SHOULD BE MADE EVERY18'. INSERT A FOLD OF THEBLANKET INTO A TRENCH 6" WIDEBY 6" DEEP AND TAMP FIRMLY.LAY THE BLANKET SMOOTHLY ON THE SURFACE OF THE SOIL: DO NOTSTRETCH THE BLANKET, AND DO NOTALLOW WRINKLES. INSTALL STAPLE20" ON CENTER IN TRENCH. W O L F FLOW SLOPE EROSION MAT IN TRENCHSILT FABRIC ANCHORED FLOW DITCH BLANKET FABRIC ANCHOREDIN TRENCH USE A 6" OVERLAPWHEREVER ONE ROLL OFBLANKET ENDS ANDANOTHER BEGINS. 6" A. BELOW ALL GUTTER DOWNSPOUTS.B. OUT TO DRAINAGE SWALESC. ALONG THE PERIMETER.D. OTHER LOCATIONS, IF NEEDED. W ALL REQUIRED PERIMETER SILT AND CONSTRUCTION FENCING SHALL BE INSTALLED ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC.). ALL OTHER REQUIRED EROSION CONTROL MEASURES SHALL BESCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT.AT ALL TIMES DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLINGON-SITE EROSION INCLUDING KEEPING THE PROPERTY SUFFICIENTLY WATERED SO AS TO MINIMIZE WIND BLOWNSEDIMENT. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROLOF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA(S) REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS,AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME.ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING,VEGETATION, OR OTHER PERMANENT EROSION CONTROL BMPS ARE INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECTSTREET RIGHTS-OF-WAY SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYSTHE CONTRACTOR SHALL IMMEDIATELY CLEAN UP ANY CONSTRUCTION MATERIALS INADVERTENTLY DEPOSITED ONCLEANED AT THE END OF EACH WORKING DAY.ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED AND DISPOSED OFTRANSPORT BY SURFACE ROUGHENING, WATERING, AND PERIMETER SILT FENCING. ANY SOIL STOCKPILE REMAININGAFTER THIRTY (30) DAYS SHALL BE SEEDED AND MULCHED.CITY ORDINANCE AND COLORADO DISCHARGE PERMIT SYSTEM (CDPS) REQUIREMENTS MAKE IT UNLAWFUL TO DISCHARGEOR ALLOW THE DISCHARGE OF ANY POLLUTANT OR CONTAMINATED WATER FROM CONSTRUCTION SITES. POLLUTANTSGAS PRODUCTS, LITTER AND SANITARY WASTE. THE CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE INACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS.A DESIGNATED AREA SHALL BE PROVIDED ON SITE FOR CONCRETE CHUTE WASHOUT. THE AREA SHALL BE CONSTRUCTEDSO AS TO CONTAIN WASHOUT MATERIAL AND LOCATED AT LEAST FIFTY (50) FEET AWAY FROM ANY WATERWAY DURINGCONSTRUCTION. UPON COMPLETION OF CONSTRUCTION THE CONCRETE WASHOUT MATERIAL WILL BE REMOVED ANDTO ENSURE THAT SEDIMENT DOES NOT MOVE OFF OF INDIVIDUAL LOTS ONE OR MORE OF THE FOLLOWINGSEDIMENT/EROSION CONTROL BMPS SHALL BE INSTALLED AND MAINTAINED UNTIL THE LOTS ARE SUFFICIENTLYSTABILIZED,A VEHICLE TRACKING PAD SHALL BE INSTALLED WHEREVER IT IS NECESSARY FOR CONSTRUCTION EQUIPMENT INCLUDINGSHALL BE PLACED IN THE CURB & GUTTER OR ROADWAY AS A RAMP TO ACCESS TEMPORARY STOCKPILES, CONSTRUCTIONSHALL DO WORK CONTINUOUSLY THROUGHOUT THE PROJECT. CULVERT PIPE REQUIRING RIPRAP IS SPECIFIED IN THE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECTFACILITIES SHOWN HEREIN.PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCEFILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION BY RIPPING OR DISKING ALONG LAND CONTOURS UNTIL MULCH,BEFORE REQUIRED TEMPORARY OR PERMANENT EROSION CONTROL (e.g. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED,UNLESS OTHERWISE APPROVED BY THE TOWN OF ESTES PARK.EXISTING STREETS, SIDEWALKS, OR OTHER PUBLIC RIGHTS OF WAY, AND MAKE SURE STREETS AND WALKWAYS AREIN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY WATERS OF THE UNITED STATES.NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENTINCLUDE, BUT ARE NOT LIMITED TO DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS, OIL ANDPROPERLY DISPOSED OF PRIOR TO THE AREA BEING RESTORED.BUT NOT LIMITED TO PERSONAL VEHICLES EXITING EXISTING ROADWAYS. NO EARTHEN MATERIALS, i.e. STONE, DIRT, ETC.,MATERIALS AND/OR BUILDING SITES.IMMEDIATELY UPON COMPLETION OF CULVERT PIPE INSTALLATION, RIPRAP SHALL BE PLACED AT THE OUTLET ASPERMANENT EROSION CONTROL FEATURE. THE CONTRACTOR SHALL NOT WAIT UNTIL COMPLETION OF ALL CULVERTS BUTPLANS.EROSION MAT SHALL BE PLACED ON ALL FINISHED GRADES WITH SLOPES GREATER THAN 3:1. O 3 L F PLACE BLANKET PARALLEL TO THE DIRECTION OF FLOW AND ANCHOR SECURELY. BRING BLANKET TO ALEVEL AREA BEFORE TERMINATING THE INSTALLATION. 2.3.4.5.6.7.8.9.PLACE BLANKET PARALLEL TO THE DIRECTION OF FLOW. DO NOT JOIN STRIPS IN THE CENTER OF THE DITCH. USE CHECK SLOTS AS REQUIRED. 1.10.11.12.13. EROSION CONTROL GENERAL NOTES: