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HomeMy WebLinkAboutPLANS Inn on Fall River 1160 Fall River Rd 2019Car parking spaces shall be 96 inches (2440 mm) minimum in width. Van parking spaces shall be 132 inches (3350 mm) minimum in width. For every six or fraction of six accessible parking spaces, at least one shall be a van-accessible parking space. Where more than one parking facility is provided on a site, the number of parking spaces required to be accessible shall be calculated separately for each parking facility. [1106 IBC] Accessible car parking spaces shall be 96 inches (2440 mm) minimum in width. Van parking spaces shall be 132 inches (3350 mm) minimum in width. •EXCEPTION: Van parking spaces shall be permitted to be 96 inches (2440 mm) minimum in width where the adjacent access aisle is 96 inches (2440 mm) minimum in width. [502.2 ICC/ANSI A117.1-2009] •Where accessible parking spaces are required to be identified by signs, the signs shall include the International Symbol of Accessibility complying with Section 703.6.3.1. Signs identifying van parking spaces shall contain the designation "van accessible." Such signs shall be 60 inches (1525 mm) minimum above the floor of the parking space, measured to the bottom of the sign. These plans have been reviewed for code compliance in accordance with the adopted building codes. The issuance or granting of a permit based on the review of these construction documents shall not be construed to be a permit for, or approval of, any violation of any provision of the applicable codes, or of any other ordinances of the jurisdiction. Elvin C DeVorss 04/04/2019 These plans have been reviewed for code compliance in accordance with the adopted building codes. The issuance or granting of a permit based on the review of these construction documents shall not be construed to be a permit for, or approval of, any violation of any provision of the applicable codes, or of any other ordinances of the jurisdiction. Elvin C DeVorss 04/04/2019 These plans have been reviewed for code compliance in accordance with the adopted building codes. The issuance or granting of a permit based on the review of these construction documents shall not be construed to be a permit for, or approval of, any violation of any provision of the applicable codes, or of any other ordinances of the jurisdiction. Elvin C DeVorss 04/04/2019 These plans have been reviewed for code compliance in accordance with the adopted building codes. The issuance or granting of a permit based on the review of these construction documents shall not be construed to be a permit for, or approval of, any violation of any provision of the applicable codes, or of any other ordinances of the jurisdiction. Elvin C DeVorss 04/04/2019 These plans have been reviewed for code compliance in accordance with the adopted building codes. The issuance or granting of a permit based on the review of these construction documents shall not be construed to be a permit for, or approval of, any violation of any provision of the applicable codes, or of any other ordinances of the jurisdiction. Elvin C DeVorss 04/04/2019 These plans have been reviewed for code compliance in accordance with the adopted building codes. The issuance or granting of a permit based on the review of these construction documents shall not be construed to be a permit for, or approval of, any violation of any provision of the applicable codes, or of any other ordinances of the jurisdiction. Elvin C DeVorss 04/04/2019 These plans have been reviewed for code compliance in accordance with the adopted building codes. The issuance or granting of a permit based on the review of these construction documents shall not be construed to be a permit for, or approval of, any violation of any provision of the applicable codes, or of any other ordinances of the jurisdiction. Elvin C DeVorss 04/04/2019 These plans have been reviewed for code compliance in accordance with the adopted building codes. The issuance or granting of a permit based on the review of these construction documents shall not be construed to be a permit for, or approval of, any violation of any provision of the applicable codes, or of any other ordinances of the jurisdiction. Elvin C DeVorss 04/04/2019 These plans have been reviewed for code compliance in accordance with the adopted building codes. The issuance or granting of a permit based on the review of these construction documents shall not be construed to be a permit for, or approval of, any violation of any provision of the applicable codes, or of any other ordinances of the jurisdiction. Elvin C DeVorss 04/04/2019 These plans have been reviewed for code compliance in accordance with the adopted building codes. The issuance or granting of a permit based on the review of these construction documents shall not be construed to be a permit for, or approval of, any violation of any provision of the applicable codes, or of any other ordinances of the jurisdiction. Elvin C DeVorss 04/04/2019 These plans have been reviewed for code compliance in accordance with the adopted building codes. The issuance or granting of a permit based on the review of these construction documents shall not be construed to be a permit for, or approval of, any violation of any provision of the applicable codes, or of any other ordinances of the jurisdiction. Elvin C DeVorss 04/04/2019 These plans have been reviewed for code compliance in accordance with the adopted building codes. The issuance or granting of a permit based on the review of these construction documents shall not be construed to be a permit for, or approval of, any violation of any provision of the applicable codes, or of any other ordinances of the jurisdiction. Elvin C DeVorss 04/04/2019 These plans have been reviewed for code compliance in accordance with the adopted building codes. The issuance or granting of a permit based on the review of these construction documents shall not be construed to be a permit for, or approval of, any violation of any provision of the applicable codes, or of any other ordinances of the jurisdiction. Elvin C DeVorss 04/04/2019 These plans have been reviewed for code compliance in accordance with the adopted building codes. The issuance or granting of a permit based on the review of these construction documents shall not be construed to be a permit for, or approval of, any violation of any provision of the applicable codes, or of any other ordinances of the jurisdiction. Elvin C DeVorss 04/04/2019 These plans have been reviewed for code compliance in accordance with the adopted building codes. The issuance or granting of a permit based on the review of these construction documents shall not be construed to be a permit for, or approval of, any violation of any provision of the applicable codes, or of any other ordinances of the jurisdiction. Elvin C DeVorss 04/04/2019 1191 WOODSTOCK DRIVE, ESTES PARK, CO 80517 www.trailridgece.com * 970-308-8221 * dbangs@trailridgece.com© 2018 DAB GENERAL NOTES: 1.THIS PLAN IS REPRESENTATIONAL ONLY AND IS NOT TO BE RELIED UPON AS A BOUNDARY SURVEY NOR IMPROVEMENT SURVEY PLAT. 2.ALL WORK SHALL COMPLY WITH TOWN OF ESTES PARK STANDARDS AND SPECIFICATIONS, LATEST EDITION, AS WELL AS ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES AND REQUIREMENTS. 3.POT-HOLING MAY BE REQUIRED FOR VERIFICATION OF EXISTING UNDERGROUND UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR BUDGETING FOR POT-HOLING OR HAND EXCAVATION AS NECESSARY FOR THE VERIFICATION OF ALL EXISTING UNDERGROUND UTILITIES. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL EXISTING CONDITIONS AS SHOWN HEREON, INCLUDING UTILITY LOCATIONS AND DEPTHS PRIOR TO COMMENCING WORK. CONTACT ENGINEER REGARDING ANY DISCREPANCIES IN EXISTING CONDITIONS ON SITE AND WHAT IS SHOWN HEREON. 5.CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING IMPROVEMENTS NOT SCHEDULED FOR REMOVAL DURING THE PROJECT AND SHALL BE RESPONSIBLE FOR REPAIRS TO ANY SAID IMPROVEMENTS DAMAGED DURING CONSTRUCTION. 6.CONTRACTOR SHALL MAINTAIN EXISTING PEDESTRIAN AND VEHICULAR TRAFFIC IN THE AREA DURING CONSTRUCTION. 7.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED FEDERAL, STATE AND LOCAL PERMITS AS APPLICABLE. 8.ALL STATIONING AS SHOWN HEREON REFERS TO CENTERLINE STATIONS UNLESS NOTED OTHERWISE. 9.ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF PUBLIC IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE APPLICABLE TOWN OF ESTES PARK STANDARDS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE MOST RESTRICTIVE STANDARD SHALL APPLY. ALL WORK SHALL BE INSPECTED AND APPROVED BY THE LOCAL ENTITY. 10.ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE. 11.THESE CONSTRUCTION PLANS SHALL BE VALID FOR A PERIOD OF NO MORE THAN THREE YEARS FROM THE DATE OF APPROVAL BY THE LOCAL ENTITY ENGINEER (OR FOR ANOTHER LENGTH AS SPECIFIED BY THE LOCAL JURISDICTION). USE OF THESE PLANS AFTER THE EXPIRATION DATE WILL REQUIRE A NEW REVIEW AND APPROVAL PROCESS BY THE LOCAL ENTITY PRIOR TO COMMENCEMENT OF ANY WORK SHOWN IN THESE PLANS. 12.THE ENGINEER WHO HAS PREPARED THESE PLANS, BY EXECUTION AND/OR SEAL HEREOF, DOES HEREBY AFFIRM RESPONSIBILITY TO THE LOCAL ENTITY, AS BENEFICIARY OF SAID ENGINEER’S WORK, FOR ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS, AND APPROVAL OF THESE PLANS BY THE LOCAL ENTITY ENGINEER SHALL NOT RELIEVE THE ENGINEER WHO HAS PREPARED THESE PLANS OF ALL SUCH RESPONSIBILITY. FURTHER, TO THE EXTENT PERMITTED BY LAW, THE ENGINEER HEREBY AGREES TO HOLD HARMLESS AND INDEMNIFY THE LOCAL ENTITY, AND ITS OFFICERS AND EMPLOYEES, FROM AND AGAINST ALL LIABILITIES, CLAIMS, AND DEMANDS WHICH MAY ARISE FROM ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS. 13.ALL SANITARY SEWER, STORM SEWER, AND WATER LINE CONSTRUCTION, AS WELL AS POWER AND OTHER “DRY” UTILITY INSTALLATIONS, SHALL CONFORM TO THE LOCAL ENTITY STANDARDS AND SPECIFICATIONS CURRENT AT THE DATE OF APPROVAL OF THE PLANS BY THE LOCAL ENTITY ENGINEER. 14.THE TYPE, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE OWNER AND CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK BEFORE COMMENCING NEW CONSTRUCTION. THE OWNER AND CONTRACTOR SHALL BE RESPONSIBLE FOR UNKNOWN UNDERGROUND UTILITIES. 15.THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 1-800-922-1987, AT LEAST 2 WORKING DAYS PRIOR TO BEGINNING EXCAVATION OR GRADING, TO HAVE ALL REGISTERED UTILITY LOCATIONS MARKED. OTHER UNREGISTERED UTILITY ENTITIES (I.E. DITCH /IRRIGATION COMPANY) ARE TO BE LOCATED BY CONTACTING THE RESPECTIVE REPRESENTATIVE. UTILITY SERVICE LATERALS ARE ALSO TO BE LOCATED PRIOR TO BEGINNING EXCAVATION OR GRADING. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND OWNER TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 16.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES DURING CONSTRUCTION AND FOR COORDINATING WITH THE APPROPRIATE UTILITY COMPANY FOR ANY UTILITY CROSSINGS REQUIRED. IF A CONFLICT EXISTS BETWEEN EXISTING AND PROPOSED UTILITIES AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. DESIGN MODIFICATION(S) MUST BE APPROVED BY THE LOCAL ENTITY PRIOR TO BEGINNING CONSTRUCTION. 17.THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE LOCAL ENTITY, AND ALL UTILITY COMPANIES INVOLVED, TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION AND WITH A MINIMUM DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING, IN ADVANCE, ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE AS WELL AS THE UTILITY COMPANIES. 18.NO WORK MAY COMMENCE WITHIN ANY PUBLIC STORM WATER, SANITARY SEWER OR POTABLE WATER SYSTEM UNTIL THE CONTRACTOR NOTIFIES THE UTILITY PROVIDER. NOTIFICATION SHALL BE A MINIMUM OF 2 WORKING DAYS PRIOR TO COMMENCEMENT OF ANY WORK. AT THE DISCRETION OF THE UTILITY PROVIDER, A PRE-CONSTRUCTION MEETING MAY BE REQUIRED PRIOR TO COMMENCEMENT OF ANY WORK. 19.THE CONTRACTOR SHALL SEQUENCE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO MINIMIZE POTENTIAL UTILITY CONFLICTS. IN GENERAL, STORM SEWER AND SANITARY SEWER SHOULD BE CONSTRUCTED PRIOR TO INSTALLATION OF THE WATER LINES AND DRY UTILITIES. 20.A STATE CONSTRUCTION DEWATERING WASTEWATER DISCHARGE PERMIT IS REQUIRED IF DEWATERING IS REQUIRED IN ORDER TO INSTALL UTILITIES OR WATER IS DISCHARGED INTO A STORM SEWER, CHANNEL, IRRIGATION DITCH OR ANY WATERS OF THE UNITED STATES. 21.THE CONTRACTOR SHALL COMPLY WITH ALL TERMS AND CONDITIONS OF THE COLORADO PERMIT FOR STORM WATER DISCHARGE (CONTACT COLORADO DEPARTMENT OF HEALTH, WATER QUALITY CONTROL DIVISION, (303) 692-3590), THE STORM WATER MANAGEMENT PLAN, AND THE EROSION CONTROL PLAN. 22.THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF STORM DRAINAGE FACILITIES LOCATED ON PRIVATE PROPERTY. MAINTENANCE OF ONSITE DRAINAGE FACILITIES SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER(S). 23.PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE LOCAL ENTITY, CERTIFICATION OF THE DRAINAGE FACILITIES, BY A REGISTERED ENGINEER, MUST BE SUBMITTED TO AND APPROVED BY THE LOCAL ENTITY. CERTIFICATION SHALL BE SUBMITTED TO THE LOCAL ENTITY AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF A CERTIFICATE OF OCCUPANCY. 24.THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR ANY DAMAGES OR INJURIES SUSTAINED IN THIS DEVELOPMENT AS A RESULT OF GROUNDWATER SEEPAGE, WHETHER RESULTING FROM GROUNDWATER FLOODING, STRUCTURAL DAMAGE OR OTHER DAMAGE UNLESS SUCH DAMAGE OR INJURIES ARE SUSTAINED AS A RESULT OF THE LOCAL ENTITY FAILURE TO PROPERLY MAINTAIN ITS WATER, WASTEWATER, AND/OR STORM DRAINAGE FACILITIES IN THE DEVELOPMENT. 25.TEMPORARY EROSION CONTROL DURING CONSTRUCTION SHALL BE PROVIDED AS SHOWN ON THE EROSION CONTROL PLAN. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE CONTRACTOR, UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS IS STABILIZED WITH HARD SURFACE OR LANDSCAPING. 26.THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING THAT NO MUD OR DEBRIS SHALL BE TRACKED ONTO THE EXISTING PUBLIC STREET SYSTEM. MUD AND DEBRIS MUST BE REMOVED WITHIN 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 STREET INSPECTOR. 27.NO WORK MAY COMMENCE WITHIN ANY IMPROVED OR UNIMPROVED PUBLIC RIGHT-OF-WAY UNTIL A RIGHT-OF-WAY PERMIT OR DEVELOPMENT CONSTRUCTION PERMIT IS OBTAINED, IF APPLICABLE. 28.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR ALL APPLICABLE AGENCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 29.THE CONTRACTOR SHALL NOTIFY THE LOCAL ENTITY ENGINEER AT LEAST 2 WORKING DAYS PRIOR TO THE START OF ANY EARTH DISTURBING ACTIVITY, OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS. IF THE LOCAL ENTITY ENGINEER IS NOT AVAILABLE AFTER PROPER NOTICE OF CONSTRUCTION ACTIVITY HAS BEEN PROVIDED, THE CONTRACTOR MAY COMMENCE WORK IN THE ENGINEER ABSENCE. HOWEVER, THE LOCAL ENTITY RESERVES THE RIGHT NOT TO ACCEPT THE IMPROVEMENT IF SUBSEQUENT TESTING REVEALS AN IMPROPER INSTALLATION. 30.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. REFER TO OSHA PUBLICATION 2226, EXCAVATING AND TRENCHING. 31.THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION TRAFFIC CONTROL PLAN, IN ACCORDANCE WITH MUTCD, TO THE APPROPRIATE RIGHT-OF-WAY AUTHORITY. (LOCAL ENTITY, COUNTY OR STATE), FOR APPROVAL, PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN, OR AFFECTING, THE RIGHT-OF-WAY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY THE CONSTRUCTION ACTIVITIES. 32.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDED IMPROVEMENTS, SHOWN ON THESE DRAWINGS, OR DESIGNATED TO BE PROVIDED, INSTALLED, OR CONSTRUCTED, UNLESS SPECIFICALLY NOTED OTHERWISE. 33.DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF PERTINENT DIMENSIONS ARE NOT SHOWN, CONTACT THE DESIGNER FOR CLARIFICATION, AND ANNOTATE THE DIMENSION ON THE AS-BUILT RECORD DRAWINGS. 34.THE CONTRACTOR SHALL HAVE, ONSITE AT ALL TIMES, ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND A COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB. 35.IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE DESIGNER AND THE LOCAL ENTITY ENGINEER IMMEDIATELY. 36.THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS-BUILT INFORMATION ON A SET OF RECORD DRAWINGS KEPT ON THE CONSTRUCTION SITE, AND AVAILABLE TO THE LOCAL ENTITY’S INSPECTOR AT ALL TIMES. UPON COMPLETION OF THE WORK, THE CONTRACTOR(S) SHALL SUBMIT RECORD DRAWINGS TO THE LOCAL ENTITY ENGINEER. 37.THE DESIGNER SHALL PROVIDE, IN THIS LOCATION ON THE PLAN, THE LOCATION AND DESCRIPTION OF THE NEAREST SURVEY BENCHMARKS (2) FOR THE PROJECT AS WELL AS THE BASIS OF BEARINGS. THE INFORMATION SHALL BE AS FOLLOWS: BENCHMARKS—LOCAL SITE SURVEY COMPLETED BY TERRAIN LAND SURVEYING, LLC. B.M.NUMBER 10, ELEV.=7726.98', DESCRIPTION - "X" INSCRIBED ON NORTHEAST CORNER OF CONCRETE PAD NORTH OF EXISTING BRIDGE. B.M.NUMBER 3, ELEV.=7738.59', DESCRIPTION - #4 REBAR LOCATED ON SOUTH SOUTH SIDE OF LOCAL ACCESS ROAD ACROSS EAST PROPERTY LINE. 38.ALL STATIONING IS BASED ON CENTERLINE OF IMPROVEMENTS UNLESS OTHERWISE NOTED. 39.DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS EXISTING FENCES, TREES, STREETS, SIDEWALKS, CURBS AND GUTTERS, LANDSCAPING, STRUCTURES, AND IMPROVEMENTS DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE CONTRACTOR’S EXPENSE, UNLESS OTHERWISE INDICATED ON THESE PLANS, PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. 40.WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY THE LOCAL ENTITY CONSTRUCTION INSPECTOR BEFORE ANY CUTS ARE MADE. 41.PATCHING SHALL BE DONE IN ACCORDANCE WITH THE LOCAL ENTITY STREET REPAIR STANDARDS. THE FINISHED PATCH SHALL BLEND IN SMOOTHLY INTO THE EXISTING SURFACE. ALL LARGE PATCHES SHALL BE PAVED WITH AN ASPHALT LAY-DOWN MACHINE. IN STREETS WHERE MORE THAN ONE CUT IS MADE, AN OVERLAY OF THE ENTIRE STREET WIDTH, INCLUDING THE PATCHED AREA, MAY BE REQUIRED. THE DETERMINATION OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY THE LOCAL ENTITY ENGINEER AND/OR THE LOCAL ENTITY INSPECTOR AT THE TIME THE CUTS ARE MADE. 42.UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED BEFORE CONSTRUCTION, OR TO THE GRADES AND CONDITION AS REQUIRED BY THESE PLANS. 43.STANDARD HANDICAP RAMPS ARE TO BE CONSTRUCTED AT ALL CURB RETURNS AND AT ALL “T” INTERSECTIONS. 44.AFTER ACCEPTANCE BY THE LOCAL ENTITY, PUBLIC IMPROVEMENTS DEPICTED IN THESE PLANS SHALL BE GUARANTEED TO BE FREE FROM MATERIAL AND WORKMANSHIP DEFECTS FOR A MINIMUM PERIOD OF TWO YEARS FROM THE DATE OF ACCEPTANCE. 45.THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF ROADWAY AND APPURTENANT IMPROVEMENTS, INCLUDING STORM DRAINAGE STRUCTURES AND PIPES. 46.LONGITUDINAL AND TRANSVERSE PAVING JOINTS SHALL BE PROVIDED AT A MAXIMUM SPACING OF 10 FT. ON CENTER IN CONCRETE FOR EXPANSION AND CONTRACTION. THE LOCATION AND EXTENT OF JOINTS SHALL BE BASED ON THE PAVEMENT GEOMETRY. ALL JOINTS SHALL BE SAWCUT JOINTS AND SHALL BE CUT WITHIN 24 HOURS OF CONCRETE PLACEMENT. ALL JOINTS SHALL BE SEALED AND DOWELED WHERE NECESSARY FOR LOAD TRANSFERS. JOINTS SHALL NOT BE LOCATED ALONG FLOW LINES. 47.SEALS SHALL BE PROVIDED BETWEEN CURB AND PAVEMENTS AND AT ALL JOINTS TO REDUCE MOISTURE INFILTRATION. GRADING & EROSION CONTROL NOTES: 1.THE EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION ON THIS SITE. 2.THERE SHALL BE NO EARTH-DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THE ACCEPTED PLANS. 3.ALL REQUIRED PERIMETER SILT AND CONSTRUCTION FENCING SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC). ALL OTHER REQUIRED EROSION CONTROL MEASURES SHALL BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. 4.AT ALL TIMES DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING ON-SITE EROSION INCLUDING KEEPING THE PROPERTY SUFFICIENTLY WATERED SO AS TO MINIMIZE WIND BLOWN SEDIMENT. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL FACILITIES SHOWN HEREIN. 5.PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA(S) REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. 6.ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION BY RIPPING OR DISKING ALONG LAND CONTOURS UNTIL MULCH, VEGETATION, OR OTHER PERMANENT EROSION CONTROL BMPS ARE INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECT STREET RIGHTS OF-WAY SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS BEFORE REQUIRED TEMPORARY OR PERMANENT EROSION CONTROL (E.G. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED, UNLESS OTHERWISE APPROVED BY THE LOCAL ENTITY. 7.IN ORDER TO MINIMIZE EROSION POTENTIAL, ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES SHALL: a.BE INSPECTED AT A MINIMUM OF ONCE EVERY TWO (2) WEEKS AND AFTER EACH SIGNIFICANT STORM EVENT AND REPAIRED OR RECONSTRUCTED AS NECESSARY IN ORDER TO ENSURE THE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. b.REMAIN IN PLACE UNTIL SUCH TIME AS ALL THE SURROUNDING DISTURBED AREAS ARE SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR. c.BE REMOVED AFTER THE SITE HAS BEEN SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR. 8.WHEN TEMPORARY EROSION CONTROL MEASURES ARE REMOVED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAN UP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM ALL DRAINAGE INFRASTRUCTURE AND OTHER PUBLIC FACILITIES. 9.THE CONTRACTOR SHALL CLEAN UP ANY INADVERTENT DEPOSITED MATERIAL IMMEDIATELY AND MAKE SURE STREETS ARE FREE OF ALL MATERIALS BY THE END OF EACH WORKING DAY. 10.ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY WATERS OF THE UNITED STATES. 11.NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE ROUGHENING, WATERING, AND PERIMETER SILT FENCING. ANY SOIL STOCKPILE REMAINING AFTER THIRTY (30) DAYS SHALL BE SEEDED AND MULCHED. 12.COLORADO DISCHARGE PERMIT SYSTEM (CDPS) REQUIREMENTS MAKE IT UNLAWFUL TO DISCHARGE OR ALLOW THE DISCHARGE OF ANY POLLUTANT OR CONTAMINATED WATER FROM CONSTRUCTION SITES. POLLUTANTS INCLUDE, BUT ARE NOT LIMITED TO DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS, OIL AND GAS PRODUCTS, LITTER, AND SANITARY WASTE. THE CONTRACTOR SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. 13.A DESIGNATED AREA SHALL BE PROVIDED ON SITE FOR CONCRETE TRUCK CHUTE WASHOUT. THE AREA SHALL BE CONSTRUCTED SO AS TO CONTAIN WASHOUT MATERIAL AND LOCATED AT LEAST FIFTY (50) FEET AWAY FROM ANY WATERWAY DURING CONSTRUCTION. UPON COMPLETION OF CONSTRUCTION ACTIVITIES THE CONCRETE WASHOUT MATERIAL WILL BE REMOVED AND PROPERLY DISPOSED OF PRIOR TO THE AREA BEING RESTORED. 14.CONDITIONS IN THE FIELD MAY WARRANT EROSION CONTROL MEASURES IN ADDITION TO WHAT IS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY, AS DIRECTED BY THE COUNTY. 15.UNLESS OTHERWISE STATED ALL SPOT ELEVATIONS ARE FLOWLINE OF CURB AND GUTTER OR TOP OF PAVING. 16.ALL PROPOSED CONTOURS ARE TO TOP OF FINISHED PAVING AND LANDSCAPED AREAS. 17.MATCH EXISTING GRADES AT THE LIMITS OF CONSTRUCTION. 18.UNSUITABLE MATERIALS (MUCK) ENCOUNTERED WITHIN THE SUBGRADE SHALL BE REMOVED TO THE DEPTH DIRECTED BY THE ENGINEER. THE EXCAVATED AREAS SHALL BE BACKFILLED TO THE FINISH GRADED SECTION WITH APPROVED MATERIALS. ALL UNSUITABLE MATERIAL SHALL BE DISPOSED OF IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS. WATER LINE NOTES: 1.ALL STATIONING UNLESS OTHERWISE NOTED IS BASED UPON THE CENTERLINE OF THE PROPOSED MAIN LINE. 2.THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL UNDERGROUND UTILITY LINES . VISIBLE ABOVE GROUND UTILITIES AS SHOWN HEREON ARE FROM A FIELD SURVEY COMPLETED IN THE SPRING OF 2018. CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO 811 AT LEAST 48 HOURS PRIOR TO BEGINNING ANY EXCAVATION WORK. 3.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL EXISTING UTILITY ELEVATIONS AND HORIZONTAL LOCATIONS PRIOR TO BEGINNING CONSTRUCTION. CONTACT THE ENGINEER IF ANY DISCREPANCIES ARE FOUND IN COMPARISON TO THE DESIGN SHOWN ON THESE PLANS. 4.ALL WATER MAIN AND SERVICE LINE CONSTRUCTION TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF ESTES PARK WATER SYSTEM STANDARDS. 5.WATER MAIN LINE MUST MAINTAIN A MINIMUM HORIZONTAL SEPARATION OF 10 FEET AND VERTICAL SEPARATION OF 18" TO ANY EXISTING STORM OR SANITARY SEWER. 6.WATER LINE/SEWER LINE CROSSINGS THAT CANNOT MAINTAIN REQUIRED SEPARATION DISTANCES SHALL BE SLEEVED IN ACCORDANCE WITH THE STANDARD DETAILS SHOWN HEREON. 7.THE CONTRACTOR IS RESPONSIBLE FOR ENSURING COMPLIANCE WITH ALL TOWN OF ESTES PARK STANDARDS FOR WATER LINE INSTALLATION, REGARDLESS OF ANY DISCREPANCIES THAT MAY EXIST ON THE APPROVED DRAWINGS AND FOR COORDINATING ALL REQUIRED TESTING AND INSPECTIONS OF NEW WATER LINES INSTALLED AS PART OF THIS PROJECT. 8.AS-BUILT DRAWINGS SHALL BE SUBMITTED FOR APPROVAL UPON COMPLETION OF THE PROJECT AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE. GENERAL UTILITY NOTES: 1.THE CONTRACTOR SHALL PROTECT ALL ADJACENT IMPROVEMENTS FROM DAMAGE AND EROSION. ALL DISTURBED AREAS OFF-SITE SHALL BE RESTORED TO A MINIMUM OF THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. 2.CONTRACTOR SHALL COORDINATE LOCATIONS OF ALL UTILITIES WITH OWNER AND APPLICABLE ENTITY PRIOR TO CONSTRUCTION. 3.ALL DIMENSIONS ARE FROM FLOWLINE OF CURB/GUTTER, PROPERTY LINES, WALL OR TO THE CENTERLINES OF MANHOLES, INLETS AND UTILITY LINES UNLESS NOTED OTHERWISE. STORM SEWER NOTES: 1.SEE ARCHITECTURAL AND PLUMBING DRAWINGS FOR LOCATIONS OF ROOF DRAIN DISCHARGE LOCATIONS. ALL ROOF DRAINS SHALL BE TIED INTO STORM SEWER LINES. 2.AREA INLETS <24" IN DIAMETER LOCATED WITHIN PATIO AREAS SHALL BE NYLOPLAST OR EQUAL RATED FOR LIGHT TRAFFIC. DRAINS AND TRENCHES IN ALL ROADWAY AREAS ARE TO MEET HS20-44 LOADING AT A MINIMUM. 3.STORM SEWER PIPE TO BE HDPE (ADS OR APPROVED EQUIVALENT) OR SDR35 LINES, SIZE AND TYPE PER PLAN. DEMOLITION NOTES: 1.THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL CONSTRUCTION DEBRIS IN A LAWFUL MANNER. 2.CONTRACTOR SHALL PROTECT FROM DAMAGE ALL EXISTING IMPROVEMENTS DESIGNATED TO REMAIN WITHIN THE PROJECT LIMITS. 3.CONTRACTOR SHALL PROTECT FROM DAMAGE ALL EXISTING TREES, INCLUDING THE ROOT STRUCTURE UNLESS SCHEDULED FOR REMOVAL. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR TO ANY EXISTING IMPROVEMENTS DISTURBED OR DAMAGED BY CONSTRUCTION ACTIVITIES TO A MINIMUM OF THEIR ORIGINAL CONDITION. 5.THE CONTRACTOR SHALL RESTORE ANY EXISTING VEGETATION AND/OR SURFACE IMPROVEMENTS BEYOND THE PROJECT LIMITS OF DISTURBED OR DAMAGED DURING CONSTRUCTION. 6.NATURAL LANDSCAPE AREAS SHALL BE RE-SEEDED WITH AN APPROVED NATIVE GRASS SEED MIX PROVIDED BY BOULDER COUNTY. 3 0 ' R I V E R S E T B A C K 2 5 ' S E T B A C K 15' SETBACK 3 0 ' R I V E R S E T B A C K 15' SETBACK EXISTING NATURAL AREA WITH MANY SIGNIFICANT TREES/SHRUBS ∆ 1191 WOODSTOCK DRIVE, ESTES PARK, CO 80517 www.trailridgece.com * 970-308-8221 * dbangs@trailridgece.com© 2018 DAB 20' SCALE: 1" = 20' 0 40' THE INN ON FALL RIVER EXISTING CONDITIONS SITE PLAN GENERAL NOTES: 1.THIS SITE PLAN IS REPRESENTATIONAL ONLY AND IS NOT TO BE RELIED UPON AS A BOUNDARY SURVEY NOR IMPROVEMENT SURVEY PLAT. 2.THE BOUNDARY INFORMATION SHOWN HEREON IS FROM AN IMPROVEMENT SURVEY PLAT PROVIDED BY THE CLIENT AND COMPLETED BY VAN HORN ENGINEERING AND SURVEYING UNDER PROJECT #1991-07-17. TOPOGRAPHIC FEATURES SHOWN HEREON WERE SURVEYED IN THE SPRING OF 2018. 3.CONTOURS SHOWN ARE AT A 1' INTERVAL AND ARE BASED UPON GPS OPUS SOLUTION OF CONTROL POINTS 10 SHOWN HEREON. 4.MANY MORE TREES EXIST ON SITE THAN ARE SHOWN ON THIS PLAN. ONLY SIGNIFICANT TREES WITHIN THE PROJECT AREA ARE LOCATED ON THIS PLAN. 5.UTILITY LOCATIONS AS SHOWN ON THIS SITE PLAN ARE APPROXIMATE AND ARE NOT TO BE RELIED UPON AS TRUE LOCATIONS OF UNDERGROUND UTILITIES. ENGINEER DOES NOT WARRANT THE LOCATION OF ANY UNDERGROUND UTILITIES LOCATED WITHIN THE PROJECT AREAS. THOSE ARE THE RESPONSIBILITY OF THE CONTRACTOR/OWNER. 6.MANY MINOR LANDSCAPE FEATURES AND IMPROVEMENTS EXIST THAT WERE NOT FIELD SURVEYED AND ARE NOT REFLECTED ON THIS EXISTING CONDITIONS SITE PLAN. 7.PRECISE ALIGNMENT OF CREEK BANKS THROUGH THE SUBJECT AREA WERE NOT FIELD SURVEYED. 3 0 ' R I V E R S E T B A C K 2 5 ' S E T B A C K 15' SETBACK 3 0 ' R I V E R S E T B A C K 15' SETBACK EXISTING NATURAL AREA WITH MANY SIGNIFICANT TREES/SHRUBS ∆ 149.93' 1 1 4 . 2 5 ' 116.46' 9.00' 2 1 . 5 0 ' 5.00' 2 0 . 0 0 ' BARRIER CURB 2 0 . 0 0 ' 23 . 6 ' LIMITS OF PAVING CONCRETE RETAINING WALL NEW WHEEL STOPS (TYP.) ADD RAILING WHERE REQUIRED IN THIS AREA ADD RAILING WHERE REQUIRED IN THIS AREA BOULDER RETAINING WALLS 2 4 . 3 2 ' 1191 WOODSTOCK DRIVE, ESTES PARK, CO 80517 www.trailridgece.com * 970-308-8221 * dbangs@trailridgece.com© 2018 DAB 20' SCALE: 1" = 20' 0 40' THE INN ON FALL RIVER PROPOSED CONDITIONS SITE PLAN 1106.6 Location. Accessible parking spaces shall be located on the shortest accessible route of travel from adjacent parking to an accessible building entrance. In parking facilities that do not serve a particular building, accessible parking spaces shall be located on the shortest route to an accessible pedestrian entrance to the parking facility. Where buildings have multiple accessible entrances with adjacent parking, accessible parking spaces shall be dispersed and located near the accessible entrances. Car parking spaces shall be 96 inches (2440 mm) minimum in width. Van parking spaces shall be 132 inches (3350 mm) minimum in width. For every six or fraction of six accessible parking spaces, at least one shall be a van-accessible parking space. Where more than one parking facility is provided on a site, the number of parking spaces required to be accessible shall be calculated separately for each parking facility. [1106 IBC] Accessible car parking spaces shall be 96 inches (2440 mm) minimum in width. Van parking spaces shall be 132 inches (3350 mm) minimum in width. •EXCEPTION: Van parking spaces shall be permitted to be 96 inches (2440 mm) minimum in width where the adjacent access aisle is 96 inches (2440 mm) minimum in width. [502.2 ICC/ANSI A117.1-2009] •Where accessible parking spaces are required to be identified by signs, the signs shall include the International Symbol of Accessibility complying with Section 703.6.3.1. Signs identifying van parking spaces shall contain the designation "van accessible." Such signs shall be 60 inches (1525 mm) minimum above the floor of the parking space, measured to the bottom of the sign. This space must be "Van accessible" These plans have been reviewed for code compliance in accordance with the adopted building codes. The issuance or granting of a permit based on the review of these construction documents shall not be construed to be a permit for, or approval of, any violation of any provision of the applicable codes, or of any other ordinances of the jurisdiction. Elvin C DeVorss 04/04/2019 3 0 ' R I V E R S E T B A C K 15' SETBACK 774 5 7745 7750 7750 7755 77 5 5 776 0 7730 7730 R 5 0 . 0 0 R 2 8 8 . 5 0 R2 6 8 . 5 0 7742 7742 7742 7742 30.85 FL 28.30 FL 29.14 FL 30.29 FL 30.68 31.02 7730.69 7730.80 7731.00 7731.00 7731.00 7730.90 7730.90 7730.90 7731.00 7731.00 7730.37 7731.00 7731.00 7731.54 7731.00 7730.25 7729.75 7728.52 ??? ??? 7726.93 7726.01 7726.54 7727.93 7728.60 7730.65 7731.69 30.75 TOW 30.66 TOW 30.90 TOW 30.56 TOW 29.55 FL 7742.15 7742.15 7742.15 7742.15 BARRIER CURB LANDSCAPE RETAINING WALL SEE DETAIL ON SHEET 10 CONCRETE RETAINING WALL RE: STRUCTURAL TAPER WALLS TO GRADE TAPER WALLS TO GRADE BOULDER RETAINING WALLS CONCRETE RETAINING WALL RE: STRUCTURAL CREATE BERM ABOVE TOP ROCK WALL TO DIRECT SURFACE FLOW AROUND WALLS 2.0% 1.7% 1.8% 3. 3 % AREA DRAIN RIM EL=41.95 AREA DRAIN RIM EL=41.90 3.1% 0 . 7 % 0 . 5 % 7742.15 1 . 0 % 8 . 3 % TOW=7740.6' BOW=7731.3' TOW=7736.2' BOW=7730.6'TOW=7737.9' BOW=7731.9' TOW=7734.4' BOW=7731.5' TOW=7733.0' BOW=7732.5' TOW=7734.9' BOW=7730.6' TOW=7730.0' BOW=7733.4' TOW=7741.7' BOW=7730.8' TOW=7759.9' BOW=7752.2' 1. 8 % 1.7% 1 . 6 % 2.0%1.4% 1 . 8 % 1.8% 1. 5 % 1 . 6 % 1 . 8 % 1.4% 1 . 8 % 1 . 5 % AREA DRAIN RIM EL=41.90 AREA DRAIN RIM EL=41.95 7742.15 7742.15 7742.15 7742.15 7742.15 7742.15 7742.15 7742.15 TOW=7762.6' BOW=7753.4' 1. 5 % TOW=7758.3' BOW=7752.7' 31.41 30.99 30.65 30.14 7742.02 TOW=7752.2' BOW=7742.3' TOW=7751.2' BOW=7742.4'TOW=7751.2' BOW=7742.3' TOW=7751.7' BOW=7742.1' TOW=7755.4' BOW=7752.4' TOW=7758.0' BOW=7752.4' 0 . 2 % 4.2% 1.4 % 1.2 % 1 . 8 % 0.3% 0.2% 1.4 % 1. 8 % TOW=7729.2' BOW=7730.8' R5 . 0 0 TAPER WALL TO GRADE 1191 WOODSTOCK DRIVE, ESTES PARK, CO 80517 www.trailridgece.com * 970-308-8221 * dbangs@trailridgece.com© 2018 DAB THE INN ON FALL RIVER GRADING PLAN 10' SCALE: 1" = 10' 0 20' TOW=7730.8' BOW=7730.7' 30.67 TOW 10' SCALE: 1" = 10' 0 20' TOW=7730.8' BOW=7730.7' 30.67 TOW 3 0 ' R I V E R S E T B A C K 2 5 ' S E T B A C K 15' SETBACK 3 0 ' R I V E R S E T B A C K 15' SETBACK EXISTING NATURAL AREA WITH MANY SIGNIFICANT TREES/SHRUBS ∆ NEW 20' WATER EASEMENT 8"X8"X6" TEE FOR NEW SERVICE 8"X8"X6" TEE FOR HYDRANT ASSEMBLY NEW VALVES EX. 8" DIP SEE DETAIL FOR WATER/SEWER CROSSING 10" NYOPLAST AREA DRAIN (TYP. OF 4) SEE DETAIL ON SHEET C1.98" ADS N-12 PIPE (TYP.) NOTE: TIE ROOF DOWN SPOUTS INTO STORM DRAIN SYSTEM WITH 4" ADS N-12 PIPE HORIZ. BEND END STORM SEWER AT TOP OF BANK WET TAP EXISTING MAIN WITH NEW 8" LINE WITH VALVE COORDINATE TIE IN OF EXISTING SEWER SERVICES WITH ENGINEER FOR CONNECTION OF THE NEW SERVICE AT THIS MANHOLE NE W U N D E R G R O U N D ET C S E R V I C E NEW FIRELINE CONNECTION WITH DOMESTIC SERVICE TEE - SEE DETAIL ON WATER MAIN DETAILS SHEET EXISTING UNDERGROUND ELECTRIC/TELEPHONE/CABLE ADEQUACY TO BE FIELD VERIFIED EXISTING 8" DIP CREEK CROSSING GAS TO TIE INTO EXISTING LINE AT EXISTING BUILDING. CONTRACTOR TO FIELD VERIFY EX. ELECTRIC PEDESTAL TO BE RELOCATED AS NEEDED 1191 WOODSTOCK DRIVE, ESTES PARK, CO 80517 www.trailridgece.com * 970-308-8221 * dbangs@trailridgece.com© 2018 DAB 20' SCALE: 1" = 20' 0 40' THE INN ON FALL RIVER UTILITY PLAN 25' SETBACK NE W 2 0 ' WA T E R EA S E M E N T 0+00 0+25 0+50 0+75 1+00 1+18 WET TAP EXISTING MAIN WITH NEW VALVE 118 L.F. 8" DIP STA:0+99.75 SANITARY SEWER CROSSING APPROXIMATE POINT OF CONNECTION TO EXISTING DIP RIVER CROSSING EX. MAIN LINE R-O-W LINE 11.25° VERT. BEND 11.25° VERT. BEND NEW WATER MAIN PROFILE HORIZ. SCALE: 1" = 10' VERT. SCALE: 1" = 2' 7715 7720 7730 7740 7715 7720 7725 7730 7735 7740 0+00 0+50 1+00 1+18 STA. 1+12.14 11.25° VERT. BEND TOP PIPE EL=7720.73' STA. 0+99.73 EL=7725.99' POTHILE EXISTING SEWER LINE CROSSING STA. 0+52.14 11.25° VERT. BEND TOP PIPE EL=7720.38' EXISTING GRADE AT CENTERLINE OF WATER LINE 5' MINIMUM BURY DEPTH ADD SMALL BENDS AT JOINTS ADD SMALL BENDS AT JOINTS WET TAP EXISTING MAIN WITH NEW VALVE VALVE RISER CONTRACTOR TO INSTALL CROSSING PER TOWN OF ESTES PARK WATER MAIN INSTALLATION REQUIREMENTS. COORDINATE WITH DESIGN ENGINEER AND WATER DIVISION UPON COMPLETING POTHOLING OF EX. SEWER LINE 1191 WOODSTOCK DRIVE, ESTES PARK, CO 80517 www.trailridgece.com * 970-308-8221 * dbangs@trailridgece.com© 2018 DAB 10' SCALE: 1" = 10' 0 20' THE INN ON FALL RIVER NEW WATER MAIN PLAN AND PROFILE 20100 SCALE: VERTICAL: 1" = 2' HORIZONTAL: 1" = 10' 2 1 WATER MAIN NOTES: 1.ALL STATIONING UNLESS OTHERWISE NOTED IS BASED UPON THE CENTERLINE OF THE PROPOSED MAIN LINE. 2.THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL UNDERGROUND UTILITY LINES . VISIBLE ABOVE GROUND UTILITIES AS SHOWN HEREON ARE FROM A FIELD SURVEY COMPLETED IN THE SPRING OF 2018. CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO 811 AT LEAST 48 HOURS PRIOR TO BEGINNING ANY EXCAVATION WORK. 3.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL EXISTING UTILITY ELEVATIONS AND HORIZONTAL LOCATIONS PRIOR TO BEGINNING CONSTRUCTION. CONTACT THE ENGINEER IF ANY DISCREPANCIES ARE FOUND IN COMPARISON TO THE DESIGN SHOWN ON THESE PLANS. 4.ALL WATER MAIN AND SERVICE LINE CONSTRUCTION TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF ESTES PARK WATER SYSTEM STANDARDS. 5.WATER MAIN LINE MUST MAINTAIN A MINIMUM HORIZONTAL SEPARATION OF 10 FEET AND VERTICAL SEPARATION OF 18" TO ANY EXISTING STORM OR SANITARY SEWER. 6.WATER LINE/SEWER LINE CROSSINGS THAT CANNOT MAINTAIN REQUIRED SEPARATION DISTANCES SHALL BE SLEEVED IN ACCORDANCE WITH THE STANDARD DETAILS SHOWN HEREON. 7.THE CONTRACTOR IS RESPONSIBLE FOR ENSURING COMPLIANCE WITH ALL TOWN OF ESTES PARK STANDARDS FOR WATER LINE INSTALLATION, REGARDLESS OF ANY DISCREPANCIES THAT MAY EXIST ON THE APPROVED DRAWINGS AND FOR COORDINATING ALL REQUIRED TESTING AND INSPECTIONS OF NEW WATER LINES INSTALLED AS PART OF THIS PROJECT. 8.AS-BUILT DRAWINGS SHALL BE SUBMITTED FOR APPROVAL UPON COMPLETION OF THE PROJECT AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE. 1191 WOODSTOCK DRIVE, ESTES PARK, CO 80517 www.trailridgece.com * 970-308-8221 * dbangs@trailridgece.com© 2018 DAB THE INN ON FALL RIVER NEW WATER MAIN CONSTRUCTION DETAILS TYPICAL HYDRANT DETAIL NO SCALE TOEP STANDARD 8 - STANDARD HYDRANT DETAIL NO SCALE TOEP STANDARD 25 - STANDARD UTILITY CROSSING NO SCALE TOEP STANDARD 8 - STANDARD FIRE SERVICE "TEE" NO SCALE TOEP STANDARD 8 - STANDARD STORM AND SANITARY CROSSING NO SCALE TOEP STANDARD 8 - STANDARD "TEE" NO SCALE TOEP STANDARD 50 - CATHODIC PROTECTION NO SCALE TOEP STANDARD 32 - POLYETHELYNE WRAP NO SCALE 3 0 ' R I V E R S E T B A C K 2 5 ' S E T B A C K 15' SETBACK 3 0 ' R I V E R S E T B A C K 15' SETBACK EXISTING NATURAL AREA WITH MANY SIGNIFICANT TREES/SHRUBS ∆ 1191 WOODSTOCK DRIVE, ESTES PARK, CO 80517 www.trailridgece.com * 970-308-8221 * dbangs@trailridgece.com© 2018 DAB THE INN ON FALL RIVER EROSION CONTROL PLAN 20' SCALE: 1" = 20' 0 40' EROSION CONTROL NOTES: 1.ALL REQUIRED PERIMETER SILT AND CONSTRUCTION FENCING SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC). ALL OTHER REQUIRED EROSION CONTROL MEASURES SHALL BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. 2.AT ALL TIMES DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING ON-SITE EROSION INCLUDING KEEPING THE PROPERTY SUFFICIENTLY WATERED SO AS TO MINIMIZE WIND BLOWN SEDIMENT. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL FACILITIES SHOWN HEREIN. 3.PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA(S) REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. 4.ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION BY RIPPING OR DISKING ALONG LAND CONTOURS UNTIL MULCH, VEGETATION, OR OTHER PERMANENT EROSION CONTROL BMPS ARE INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECT STREET RIGHTS OF-WAY SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS BEFORE REQUIRED TEMPORARY OR PERMANENT EROSION CONTROL (E.G. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED, UNLESS OTHERWISE APPROVED BY THE LOCAL ENTITY. 5.IN ORDER TO MINIMIZE EROSION POTENTIAL, ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES SHALL: a.BE INSPECTED AT A MINIMUM OF ONCE EVERY TWO (2) WEEKS AND AFTER EACH SIGNIFICANT STORM EVENT AND REPAIRED OR RECONSTRUCTED AS NECESSARY IN ORDER TO ENSURE THE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. b.REMAIN IN PLACE UNTIL SUCH TIME AS ALL THE SURROUNDING DISTURBED AREAS ARE SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR. c.BE REMOVED AFTER THE SITE HAS BEEN SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR.WHEN TEMPORARY EROSION CONTROL MEASURES ARE REMOVED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAN UP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM ALL DRAINAGE INFRASTRUCTURE AND OTHER PUBLIC FACILITIES. 6.THE CONTRACTOR SHALL CLEAN UP ANY INADVERTENT DEPOSITED MATERIAL IMMEDIATELY AND MAKE SURE STREETS ARE FREE OF ALL MATERIALS BY THE END OF EACH WORKING DAY. 7.ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY WATERS OF THE UNITED STATES. 8.COLORADO DISCHARGE PERMIT SYSTEM (CDPS) REQUIREMENTS MAKE IT UNLAWFUL TO DISCHARGE OR ALLOW THE DISCHARGE OF ANY POLLUTANT OR CONTAMINATED WATER FROM CONSTRUCTION SITES. POLLUTANTS INCLUDE, BUT ARE NOT LIMITED TO DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS, OIL AND GAS PRODUCTS, LITTER, AND SANITARY WASTE. THE CONTRACTOR SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. 9.A DESIGNATED AREA SHALL BE PROVIDED ON SITE FOR CONCRETE TRUCK CHUTE WASHOUT. THE WASHOUT SHALL BE TO THE STANDARDS PROVIDED IN THE DETAIL SHOWN BELOW. THE AREA SHALL BE CONSTRUCTED SO AS TO CONTAIN WASHOUT MATERIAL AND LOCATED AT LEAST FIFTY (50) FEET AWAY FROM ANY WATERWAY DURING CONSTRUCTION. UPON COMPLETION OF CONSTRUCTION ACTIVITIES THE CONCRETE WASHOUT MATERIAL WILL BE REMOVED AND PROPERLY DISPOSED OF PRIOR TO THE AREA BEING RESTORED. 10.ALL PROPOSED CONTOURS ARE TO TOP OF FINISHED PAVING AND LANDSCAPED AREAS. 11.MATCH EXISTING GRADES AT THE LIMITS OF CONSTRUCTION. 12.ALL MATERIAL EXCAVATION, PLACEMENT, AND COMPACTION SHALL BE COMPLETED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT FOR THE PROJECT. PAVING SECTIONS AND STRUCTURAL SLAB ON GRADE REINFORCING AND THICKNESS ARE BY OTHERS. UNSUITABLE MATERIALS (MUCK) ENCOUNTERED WITHIN THE SUBGRADE SHALL BE REMOVED TO THE DEPTH DIRECTED BY THE ENGINEER. THE EXCAVATED AREAS SHALL BE BACKFILLED TO THE FINISH GRADED SECTION WITH APPROVED MATERIALS. ALL UNSUITABLE MATERIAL SHALL BE DISPOSED OF IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS. 13.THIS EROSION CONTROL PLAN IS REPRESENTATIONAL ONLY AND IS NOT TO BE INTERPRETED AS A BOUNDARY SURVEY NOR IMPROVEMENT SURVEY. 3 0 ' R I V E R S E T B A C K 2 5 ' S E T B A C K 15' SETBACK 3 0 ' R I V E R S E T B A C K 15' SETBACK EXISTING NATURAL AREA WITH MANY SIGNIFICANT TREES/SHRUBS ∆ 149.93' 1 1 4 . 2 5 ' 116.46' 9.00' 2 1 . 5 0 ' 5.00' 2 0 . 0 0 ' BARRIER CURB 2 0 . 0 0 ' 23 . 6 ' LIMITS OF PAVING CONCRETE RETAINING WALL NEW WHEEL STOPS (TYP.) ADD RAILING WHERE REQUIRED IN THIS AREA ADD RAILING WHERE REQUIRED IN THIS AREA BOULDER RETAINING WALLS 2 4 . 3 2 ' 1191 WOODSTOCK DRIVE, ESTES PARK, CO 80517 www.trailridgece.com * 970-308-8221 * dbangs@trailridgece.com© 2018 DAB THE INN ON FALL RIVER LANDSCAPE PLAN 20' SCALE: 1" = 20' 0 40' LANDSCAPE NOTES: 1.ALL DISTURBED AREAS SHALL BE RESTORED TO NATURAL-APPEARING LAND FORMS, WITH CURVES THAT BLEND IN WITH ADJACENT UNDISTURBED SLOPES. ABRUPT ANGULAR TRANSITIONS AND LINEAR SLOPES SHALL BE AVOIDED. 2.ALL AREAS DISTURBED BY GRADING SHALL BE RE-VEGETATED WITHIN ONE GROWING SEASON AFTER CONSTRUCTION USING A SUBSTANTIAL MIXED STAND OF NATIVE GRASSES AND GROUND COVERS. THE DENSITY OF THE REESTABLISHED GRASS VEGETATION AFTER ONE GROWING SEASON SHALL BE ADEQUATE TO PREVENT SOIL EROSION AND INVASION OF WEEDS. 3.ALL PORTIONS OF THE SITE WHERE EXISTING VEGETATIVE COVER IS DAMAGED OR REMOVED, THAT ARE NOT OTHERWISE COVERED WITH NEW IMPROVEMENTS, SHALL BE SUCCESSFULLY RE-VEGETATED WITH A SUBSTANTIAL MIXED STAND OF NATIVE OR ADAPTED GRASSES AND GROUND COVERS. 4.ON MAN-MADE SLOPES OF 25% OR GREATER, PLANT MATERIALS WITH DEEP ROOTING CHARACTERISTICS SHALL BE SELECTED THAT WILL MINIMIZE EROSION AND REDUCE SURFACE RUNOFF. ALL MAN-MADE SLOPES GREATER THAN 50% WILL BE MULCHED AND NETTED TO ENSURE ADEQUATE STABILIZATION AND RE-VEGETATION. 5.TO THE MAXIMUM EXTENT FEASIBLE, TOPSOIL THAT IS REMOVED DURING CONSTRUCTION SHALL BE STOCKPILED AND CONSERVED FOR LATER USE ON AREAS REQUIRING RE-VEGETATION OR LANDSCAPING, SUCH AS CUT-AND-FILL SLOPES. 6.NO TREES OR VEGETATION SHALL BE REMOVED OUTSIDE THE APPROVED LIMITS OF DISTURBANCE. 7.CONIFER TREES SHALL BE SIZED AS 50% EIGHT FEET TALL AND 50% AT SIX FEET TALL AT PLANTING. DECIDUOUS TREES SHALL BE SIZED AS 50% AT FOUR INCH CALIPER AND 50% AT TWO INCH CALIPER PLANTING. SHRUBS SHALL BE 5 GALLON CONTAINER OR LARGER AT PLANTING. 8.ALL PLANT MATERIAL SHALL MEET THE AMERICAN ASSOCIATION OF NURSERYMEN SPECIFICATIONS FOR NUMBER 1 G0RADE AND SHALL COMPLY WITH THE QUALITY STANDARDS OF THE COLORADO NURSERY ACT, TITLE 35, ARTICLE 25, C.R.S., AS AMENDED. 9.ALL LANDSCAPES SHALL INCLUDE A PROPERLY FUNCTIONING AUTOMATED SPRINKLER SYSTEM WITH INDIVIDUAL DRIP LINES FOR NATURAL AREAS. SPRINKLER SYSTEM TO BE TEMPORARY FOR PLANT ESTABLISHMENT. SPRINKLER SYSTEM TO BE IN PLACE FOR A MINIMUM OF 18 MONTHS. 10.REQUIRED LANDSCAPING SHALL BE MAINTAINED IN A HEALTHY, GROWING CONDITION AT ALL TIMES. THE PROPERTY OWNER IS RESPONSIBLE FOR REGULAR IRRIGATING, PRUNING, WEEDING, MOWING, FERTILIZING, REPLACEMENT OF PLANTS IN POOR CONDITION AND OTHER MAINTENANCE OF ALL PLANTINGS AS NEEDED. 11.ALL TREES SHALL BE STAKED, GUYED AND FENCED TO PROTECT FROM WILDLIFE DAMAGE. NO CHAIN LINK FENCING SHALL BE ALLOWED TO PROTECT LANDSCAPING FROM WILDLIFE DAMAGE. 12.DEPARTMENT OF WILDLIFE SHALL NOT BE RESPONSIBLE FOR DAMAGE BY WILDLIFE. LANDSCAPE REQUIREMENTS: DISTRICT BUFFER: N/A STREET FRONTAGE BUFFER: N/A PARKING LOT BUFFERS: PERIMETER PLANTINGS - 1 TREE PER 30' AND 1 SHRUB PER 5' PROPOSED PARKING LOT PERIMETER REQUIREMENTS - 41.5' (WEST) + 110' (NORTH) + 60' (SOUTH) = 211.5', 7 TREES, 42 SHRUBS REQUIRED INTERIOR PLANTINGS - N/A (<30 SPACES) LANDSCAPE ISLAND PLANTINGS - 1 TREE AND 2 SHRUBS PER ISLAND, 1 ISLAND PER 2,500 SF PARKING LOT PROPOSED LANDSCAPE ISLAND REQUIREMENTS - 8,086 SF PARKING/DRIVE AREA, 3 ISLANDS W/TOTAL OF 3 TREES AND 6 SHRUBS IMPERVIOUS COVERAGE: 1 TREE AND 3 SHRUBS PER 1,000 SF IMPERVIOUS COVERAGE (PARKING LOTS EXCLUDED) PROPOSED IMPERVIOUS COVERAGE REQUIREMENTS - 5,896 SF IMPERVIOUS COVERAGE, 6 TREES AND 18 SHRUBS TOTAL REQUIRED LANDSCAPE: 16 TREES AND 66 SHRUBS 6" CONCRETE SLAB (SEE REINFORCING SCHEDULE) 6" COMPACTED CLASS 5 ABC NATIVE SUBGRADE 3" TYPE SX HOT MIX ASPHALT 4" COMPACTED CLASS 5 ABC NATIVE SUBGRADE 30" MIN. Ø LARGE BOULDERS KEY IN MIN. 18" INTO NATIVE SOIL NATIVE SOIL 10 ' M A X . PROVIDE POSITIVE DRAINAGE AWAY FROM WALL FREE DRAINING GRANULAR MATERIAL 24"-30" TALL X 48" LONG ANGULAR STACKED ROCKS 4" PERFORATED DRAIN PIPE TO DAYLIGHT NOTE: STAGGER VERTICAL JOINTS BETWEEN COURSES 1191 WOODSTOCK DRIVE, ESTES PARK, CO 80517 www.trailridgece.com * 970-308-8221 * dbangs@trailridgece.com© 2018 DAB THE INN ON FALL RIVER CONSTRUCTION DETAILS BARRIER CURB PAVING SECTION NOT TO SCALE PAVING SECTION TO BE A MIN OF 3" ASPHALT ON 4" ROAD BASE REV F7003-110-034DWG NO.1 OF 1SHEET1:16SCALEDWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 10 IN INLINE DRAIN QUICK SPEC INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY 11-15-06DATE EBCDRAWN BY 03-15-16 NMH NYLOPLAST 10" INLINE DRAIN: 2710AG _ _ X THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. (2) 3 WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) (3) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 10" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC (CORRUGATED HDPE SHOWN) (1) DUCTILE IRON GRATE CONCRETE POUR RING CONCRETE WALKWAY OR DECK 1 - GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 WITH THE EXCEPTION OF THE BRONZE GRATE. 2 - FOR COMPLETE DESIGN DETAILS SEE DRAWING NO. 7003-110-001. 3 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), & PVC SEWER. INVERT ACCORDING TO PLANS/TAKE OFF THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. ® ©2013 NYLOPLAST 30" MAX. BA R R I E R C U R B LANDSCAPE RETAINING WALL DETAIL NO SCALE