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HomeMy WebLinkAboutHEARTSIDE HILL RESIDENTIAL DEVELOPMENT - FDP230007 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANS (4)LOT 2 363,964 sq.ft.± 8.35 acres± BLOCK 1 Heart of the Rockies Second Subdivision LOT 1 105,661 sq. ft.± 2.43 acres± TRILBY ROAD BR I T T A N Y S T R E E T LEMAY AVENUEREVISIONNO.BYDATEHIGHLANDDEVELOPMENT SERVICES6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550PHONE: 970.674.7550 | EMAIL: Info@Highland-DS.com | www.Highland-DS.comPREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION OFSHEET DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V)HEARTSIDE HILLEXISTING CONDITIONS & DEMOLITION PLAN2/22/23 1" = 40' N/A JTC JTC 21-1045-00 C0.02 3 24 CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. before you dig.Call Know what's below. R N W E S 0 SCALE: 1" = 40' 80402040 APPROX LIMITS OF SAWCUT LINE DEMO UTILITIES / FENCE / ETC DEMO STRUCTURE/UTILITY/ LIGHT/ ETC DEMO ASPHALT / CONCRETE TREE REMOVAL/RELOCATION (RE: LA) PROTECT EXISTING TREE (RE: LA) LEGEND NOTES: 1.ALL EXISTING UTILITY LOCATIONS SHOWN HAVE BEEN DETERMINED FROM A COMBINATION OF RECORD DRAWINGS, SURVEYED FIELD MARK-OUTS AND PHYSICAL OBSERVATIONS. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THE DRAWINGS WHICH PRESENTLY EXIST IN THE AREA OF CONSTRUCTION. THEREFORE, THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES IN THE PROJECT VICINITY PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL COORDINATE AND PROVIDE PROTECTION OF CONFLICTING UTILITIES. NOTIFY OWNER/ENGINEER IF ANY CONFLICTS ARE ENCOUNTERED. THE OWNER AND/OR ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS SHOWN. 2.COORDINATE DEMOLITION REQUIREMENTS, LIMITS OF DEMOLITION, SALVAGE ITEMS, PROTECTION OF ITEMS TO REMAIN, TREES, FENCING, ETC. WITH OWNER, ARCHITECT, AND RELEVANT CONSTRUCTION AND/OR PHASING PLANS. ADDITIONAL DEMOTION OF PAVING, TREES, UTILITIES, STRUCTURES, ETC. TO BE PERFORMED AS REQUIRED. 3.ALL EXISTING UTILITIES TO REMAIN SHALL BE ADJUSTED TO FINAL GRADE. 4.CONTRACTOR RESPONSIBLE FOR ALL SURFACE REPAIR/REPLACEMENT TO RESTORE SIDEWALKS, PAVEMENT, CURB/GUTTER AND SOD AREAS DISTURBED BY NEW WORK. REPAIR/REPLACEMENTS SHALL BE COMPLETED PER CITY OF FORT COLLINS STANDARDS AT CONTRACTOR EXPENSE. 5.EXISTING CONCRETE AND ASPHALT PAVING SHALL BE SAWCUT AND REMOVED PRIOR TO EXCAVATION. REMOVE CONCRETE TO THE NEAREST JOINT. 6.CONTRACTOR TO PROVIDE ALL NECESSARY EROSION CONTROL MEASURES DURING CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT ALL PROPOSED AND EXISTING INLETS DOWNSTREAM FROM CONSTRUCTION AREA. EROSION CONTROL PROTECTION SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL DISTURBED GROUND IS ADEQUATELY VEGETATED. 7.LIMITS OF STREET CUTS, ASPHALT, AND CONCRETE REMOVALS ARE APPROXIMATE. LIMITS OF REMOVAL TO BE DETERMINED IN THE FIELD TO ADEQUATELY COMPLETE THE PROPOSED IMPROVEMENTS, WHILE MAINTAINING, IF NOT IMPROVING, EXISTING CONDITIONS. ADDITIONAL REMOVAL IDENTIFIED IN THE FIELD SHALL BE COMPLETED AT CONTRACTOR EXPENSE. ALL REPAIRS TO BE COMPLETED IN ACCORDANCE WITH CITY STREET REPAIRS STANDARDS. 8.REFER TO LANDSCAPE TREE MITIGATION PLAN (IF APPLICABLE) FOR TREE REMOVAL, RELOCATION AND PROTECTION. TREE REMOVAL INFORMATION SHOWN FOR COORDINATION PURPOSES ONLY. 9.REFERENCE LANDSCAPE PLANS FOR ADDITIONAL SITE DEMOLITION. 10.ALL UTILITIES TO BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED. TREE PROTECTION NOTES: 1.ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL. 2.WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE. 3.ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE. 4.PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE. 5.DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. 6.NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. 7.LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED. 8.THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW: 9.NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1 TO JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. THE SURVEY SHALL BE SENT TO THE CITY ENVIRONMENTAL PLANNER. IF ACTIVE NESTS ARE FOUND, THE CITY WILL COORDINATE WITH RELEVANT STATE AND FEDERAL REPRESENTATIVES TO DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY. TREE DIAMETER AT BREAST HEIGHT (INCHES) AUGER DISTANCE FROM FACE OF TREE (FEET) 0 - 2 1 3 - 4 2 5 - 9 5 10 - 14 10 15 - 19 12 OVER 19 15 TRILBY ROAD BR I T T A N Y S T R E E T LEMAY AVENUEBRITTANY STREETPOND D LOT 1 HEART OF THE ROCKIES 2ND BLOCK 1 LOT 1 LOT 2 LOT 3 LOT 4 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 BLOCK 2 BLDG 1 (TYPE B, RE: ARCH) BLDG 3 (TYPE A, RE: ARCH)BLDG 4 (TYPE B, RE: ARCH)BLDG 5 (TYPE C, RE: ARCH) BLDG 6 (TYPE A, RE: ARCH) BLOCK 3 LOT 1 TRACT A (DRAINAGE & PRIVATE ACCESS EASEMENT) BLDG 2 (TYPE C, RE: ARCH)BUCHANANSTREETEDGEWARESTREETC O U R T E N A Y C I R C L E WESTBOURN CIRCLE REVISIONNO.BYDATEHIGHLANDDEVELOPMENT SERVICES6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550PHONE: 970.674.7550 | EMAIL: Info@Highland-DS.com | www.Highland-DS.comPREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION OFSHEET DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V)HEARTSIDE HILLPHASING PLAN2/22/23 1" = 40' N/A JTC JTC 21-1045-00 C0.03 4 24 PHASE 1 PHASE 2 PHASE 4 PHASE 3 LEGEND NOTES: 1.PHASES MAY BE COMBINED SEQUENTIALLY AS NECESSARY 2.ALL GRADING & UTILITY INSTALLATION (WATER/SEWER/STORM) WILL BE CONSTRUCTED IN PHASE 1 3.EXISTING CHURCH MODULAR REMOVAL WILL OCCUR WITH PHASE 4 4.MODIFICATION OF NW RAIN GARDEN OUTFALL WILL OCCUR WITH PHASE 4 5.PHASE 4 IS ANTICIPATED TO COINCIDE WITH FUTURE COMMUNITY CENTER TRILBY ROAD BR I T T A N Y S T R E E T LEMAY AVENUEBRITTANY STREETBRITTANY KNOLLS BRITTANY KNOLLS PARAGON POINTBLOCK 1 LOT 1 LOT 2 LOT 3 LOT 4 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 BLOCK 2 BLOCK 3 LOT 1 TRACT A (DRAINAGE & PRIVATE ACCESS EASEMENT) BLDG 1 BLDG 2 BLDG 3 BLDG 4 BLDG 5 BLDG 6 DETENTION POND D 100 YR PEAK INFLOW = 44.16 CFS 100 YR RELEASE RATE = 13.2 CFS 100-YR VOLUME = 0.90 AC-FT 100-YR WSE = 4911.03 FT WQCV (40-HR) = 0.08 AC-FT WQCV WSE = 4908.86 FT (STANDARD WQ - AREA NOT TREATED BY LID) RAIN GARDEN D1 WQCV (12-HR) = 2,914 CU-FT RAIN GARDEN OS1 WQCV (12-HR) = 1,845 CU-FT REVISIONNO.BYDATEHIGHLANDDEVELOPMENT SERVICES6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550PHONE: 970.674.7550 | EMAIL: Info@Highland-DS.com | www.Highland-DS.comPREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION OFSHEET DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V)HEARTSIDE HILLDRAINAGE PLAN2/22/23 1" = 40' N/A JTC JTC 21-1045-00 C2.00 7 24 CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. before you dig.Call Know what's below. R N W E S 0 SCALE: 1" = 40' 80402040 LEGEND EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR BASIN COEFFICIENT (100-YR) BASIN DESIGNATION BASIN AREA DESIGN POINT DRAINAGE FLOW ARROW DRAINAGE BASIN BOUNDARY DRAINAGE BASIN FLOW PATH NOTES 1.CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT ALL EXISTING INLETS DOWNSTREAM FROM THE CONSTRUCTION AREA. EROSION CONTROL PROTECTION SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL DISTURBED GROUND IS ADEQUATELY VEGETATED WITH OWNER'S APPROVAL FOR REMOVAL. 2.THE EXTENT OF EROSION CONTROL PROTECTION SHALL BE OBSERVED AND ADJUSTED AS NEEDED DURING CONSTRUCTION BASED ON SITE CONDITIONS AND THE PERFORMANCE OF THE EROSION CONTROL CONTROL MEASURES SHOWN, TO SUPPLY SUFFICIENT EROSION CONTROL AND MINIMIZE DOWNSTREAM WATERWAY POLLUTION. 3.LIMIT DISTURBANCE TO AREAS WITHIN EROSION CONTROL BOUNDARIES. ADJUST EROSION CONTROL BOUNDARIES AS NECESSARY TO ADEQUATELY COMPLETE PROPOSED WORK. ALL DISTURBED AREAS SHALL BE PREPARED (SEEDED & MULCHED, SURFACE ROUGHENING, ETC.) TO MINIMIZE EROSION POTENTIAL AND SOIL MIGRATION. 4.STORMWATER MANAGEMENT PLAN SHALL BE PREPARED AND SUBMITTED BY CONTRACTOR PRIOR TO CONSTRUCTION COMMENCEMENT. 5.SEE LANDSCAPE PLAN FOR REVEGETATION METHODS AND DETAILS. DURING CONSTRUCTION, ANY SOIL DISTURBED AND NOT UNDER ACTIVE CONSTRUCTION SHALL BE SEEDED AND MULCHED PER LCUASS STANDARDS. 6.ANY DISTURBED LAND MUST RECEIVE SURFACE ROUGHENING, INCLUDING BUT NOT LIMITED TO SLOPED AREAS. 7.AREAS THAT EXPERIENCE EROSION ISSUES FROM STEEP SLOPES OR WATER EROSION RESULTING IN SEED NOT BEING ABLE TO ESTABLISH DURING THE FIRST GROWING SEASON SHALL REQUIRE RESEEDING AND EROSION CONTROL BLANKETS TO STABILIZE THE SOIL. TRILBY ROAD BR I T T A N Y S T R E E T LEMAY AVENUEBRITTANY STREETAPPROX LIMIT OF DISTURBANCE (TYP) (Remove)REVISIONNO.BYDATEHIGHLANDDEVELOPMENT SERVICES6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550PHONE: 970.674.7550 | EMAIL: Info@Highland-DS.com | www.Highland-DS.comPREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION OFSHEET DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V)HEARTSIDE HILLEROSION & SEDIMENT CONTROL PLANPHASE 1 - GRADING2/22/23 1" = 40' N/A ZMW JTC 21-1045-00 C2.01 8 24 0 40' 80402040 SCALE: 1" = N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. before you dig.Call Know what's below. R DRAINAGE FLOW ARROW LEGEND EX MAJOR CONTOUR EX MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR CONSTRUCTION ENTRANCE W/ VEHICLE TRACKING CONTROL CONCRETE WASHOUT AREA SILT FENCE INLET PROTECTION OUTLET STRUCTURE PROTECTION ROCK SOCKS SEDIMENT CONTROL LOGS TEMPORARY SEDIMENT BASIN SURFACE ROUGHENING STABILIZED STAGING AREA TURF REINFORCEMENT MAT PERMANENT RIPRAP APRON LIMITS OF DISTURBANCE (APPROX) COFC STANDARD EROSION AND SEDIMENT CONTROL NOTES 1.THE CITY STORMWATER DEPARTMENT EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO ANY CONSTRUCTION ON THIS SITE. 2.ALL REQUIRED BMPS MUST BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC). ALL REQUIRED EROSION CONTROL MEASURES MUST BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. 3.PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA 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 IS 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 STORMWATER DEPARTMENT. 5.THE PROPERTY MUST BE WATERED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION ACTIVITIES SO AS TO PREVENT WIND-CAUSED EROSION. ALL LAND DISTURBING ACTIVITIES SHALL BE IMMEDIATELY DISCONTINUED WHEN FUGITIVE DUST IMPACTS ADJACENT PROPERTIES, AS DETERMINED BY THE CITY ENGINEERING DEPARTMENT. 6.ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES MUST BE INSPECTED AND REPAIRED OR RECONSTRUCTED AS NECESSARY AFTER EACH RUNOFF EVENT AND EVERY 14 DAYS IN ORDER TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. 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 DRAINAGEWAY. 7.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 30 DAYS SHALL BE SEEDED AND MULCHED. 8.CITY ORDINANCE PROHIBITS THE TRACKING, DROPPING, OR DEPOSITING OF SOILS OR ANY OTHER MATERIAL ONTO CITY STREETS BY OR FROM ANY VEHICLE. ANY INADVERTENT DEPOSITED MATERIAL SHALL BE CLEANED IMMEDIATELY BY THE CONTRACTOR. EROSION CONTROL NOTES 1.CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT ALL EXISTING INLETS DOWNSTREAM FROM THE CONSTRUCTION AREA. EROSION CONTROL PROTECTION SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL DISTURBED GROUND IS ADEQUATELY VEGETATED WITH APPROVAL FOR REMOVAL. 2.THE EXTENT OF EROSION CONTROL PROTECTION SHALL BE OBSERVED AND ADJUSTED AS NEEDED DURING CONSTRUCTION BASED ON SITE CONDITIONS AND THE PERFORMANCE OF THE EROSION CONTROL MEASURES SHOWN, TO SUPPLY SUFFICIENT EROSION CONTROL AND PREVENT OFFSITE SEDIMENTATION. ADDITIONAL MEASURES AND MEANS NOT SHOWN SHALL ALSO BE IMPLEMENTED AS NEEDED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE APPROPRIATE BMPS DEPICTED AND/OR NOT DEPICTED ON THIS PLAN. 3.CONTRACTOR TO MINIMIZE DISTURBED AREA AT ALL TIMES AND LIMIT DISTURBANCE TO AREAS WITHIN EROSION CONTROL BOUNDARIES. ADJUST EROSION CONTROL BOUNDARIES AS NECESSARY TO ADEQUATELY COMPLETE PROPOSED WORK. AREAS SHALL NOT BE CLEARED UNTIL THEY ARE TO BE CONSTRUCTED UNLESS APPROVED BY THE BY THE CITY OF FORT COLLINS EROSION CONTROL INSPECTOR. 4.ALL DISTURBED AREAS SHALL BE PREPARED (SEEDED & MULCHED, SURFACE ROUGHENING, ETC.) TO MINIMIZE EROSION POTENTIAL AND SOIL MIGRATION. ANY DISTURBED LAND MUST RECEIVE SURFACE ROUGHENING, INCLUDING BUT NOT LIMITED TO SLOPED AREAS. 5.STORMWATER MANAGEMENT PLAN SHALL BE PREPARED AND SUBMITTED BY CONTRACTOR PRIOR TO CONSTRUCTION COMMENCEMENT. 6.SEE LANDSCAPE PLAN FOR REVEGETATION METHODS AND DETAILS. DURING CONSTRUCTION, ANY SOIL DISTURBED AND NOT UNDER ACTIVE CONSTRUCTION SHALL BE SEEDED AND MULCHED PER LCUASS STANDARDS. 7.AREAS THAT EXPERIENCE EROSION ISSUES FROM STEEP SLOPES OR WATER EROSION RESULTING IN SEED NOT BEING ABLE TO ESTABLISH DURING THE FIRST GROWING SEASON SHALL REQUIRE RESEEDING AND EROSION CONTROL BLANKETS TO STABILIZE THE SOIL. PHASE 1 - GRADING PHASE NOTES 1.THIS PLAN IS A LIVING DOCUMENT THAT MAY CHANGE AS WORK PROGRESSES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR UPDATING THESE EROSION CONTROL PLANS AS NEEDED DURING CONSTRUCTION ACTIVITIES TO REFLECT ACTUAL BMPS USED ONSITE, REASONS FOR CHANGES AND ANY DISTURBED AREAS. 2.DURING CONSTRUCTION, TEMPORARY EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AS IMPROVEMENTS ARE INSTALLED, INCLUDING BUT NOT LIMITED TO INLET PROTECTION, SEDIMENT BASINS, BMP MAINTENANCE/PROTECTION AND TEMPORARY SEEDING. 3.THE CONTRACTOR MAY USE SUCH BMPS AS SILT FENCE OR COMPACTED EARTH BERM AS FORMAL CONSTRUCTION MARKER PERIMETER CONTROL AS APPROVED BY THE CITY OF FORT COLLINS EROSION CONTROL INSPECTOR. 4.ALL ONSITE AND OFFSITE DRAINAGE PATTERNS ARE TO BE VERIFIED IN THE FIELD. PROVIDE ALL NECESSARY BMPS TO PROTECT IMMEDIATE DOWNSTREAM INLETS, CULVERTS, DRAINAGE WAYS, ETC. 5.OFFSITE INLET PROTECTIONS SHALL BE COMPLETED BY CURB INLET OR DROP INLET PROTECTION WHETHER BY MEANS OF GRATE FILTERS IN CONJUNCTION WITH CURBSIDE CHECKDAM OR OTHER MEASURES AS APPROVED BY THE CITY OF FORT COLLINS EROSION CONTROL INSPECTOR. 6.ALL PERIMETER CONTROL BMPS SHALL INSTALLED IN PHASE 1. CONTRACTOR SHALL NOT PROCEED WITH CONSTRUCTION ACTIVITIES UNTIL ALL PHASE 1 BMPS ARE INSTALLED, INSPECTED, AND APPROVED BY THE CITY OF FORT COLLINS EROSION CONTROL INSPECTOR. 7.CONTRACTOR SHALL INSTALL AND MAINTAIN AT LEAST ONE VEHICLE TRACKING PAD AND MAY INSTALL ADDITIONAL VEHICLE TRACKING PADS TO ACCOMMODATE CONSTRUCTION PROCESSES IN ACCORDANCE WITH THE STORMWATER MANAGEMENT PLAN. ALL VEHICLE TRACKING PADS MUST BE PRE-APPROVED BY THE CITY OF FORT COLLINS EROSION CONTROL INSPECTOR. CONSTRUCTION FENCE CULVERT PROTECTION TRILBY ROAD BR I T T A N Y S T R E E T LEMAY AVENUEBRITTANY STREETAPPROX LIMIT OF DISTURBANCE (TYP) (Remove)REVISIONNO.BYDATEHIGHLANDDEVELOPMENT SERVICES6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550PHONE: 970.674.7550 | EMAIL: Info@Highland-DS.com | www.Highland-DS.comPREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION OFSHEET DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V)HEARTSIDE HILLEROSION & SEDIMENT CONTROL PLANPHASE 2 - INFRASTRUCTURE2/22/23 1" = 40' N/A ZMW JTC 21-1045-00 C2.02 9 24 CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. before you dig.Call Know what's below. R COFC STANDARD EROSION AND SEDIMENT CONTROL NOTES 1.THE CITY STORMWATER DEPARTMENT EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO ANY CONSTRUCTION ON THIS SITE. 2.ALL REQUIRED BMPS MUST BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC). ALL REQUIRED EROSION CONTROL MEASURES MUST BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. 3.PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA 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 IS 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 STORMWATER DEPARTMENT. 5.THE PROPERTY MUST BE WATERED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION ACTIVITIES SO AS TO PREVENT WIND-CAUSED EROSION. ALL LAND DISTURBING ACTIVITIES SHALL BE IMMEDIATELY DISCONTINUED WHEN FUGITIVE DUST IMPACTS ADJACENT PROPERTIES, AS DETERMINED BY THE CITY ENGINEERING DEPARTMENT. 6.ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES MUST BE INSPECTED AND REPAIRED OR RECONSTRUCTED AS NECESSARY AFTER EACH RUNOFF EVENT AND EVERY 14 DAYS IN ORDER TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. 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 DRAINAGEWAY. 7.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 30 DAYS SHALL BE SEEDED AND MULCHED. 8.CITY ORDINANCE PROHIBITS THE TRACKING, DROPPING, OR DEPOSITING OF SOILS OR ANY OTHER MATERIAL ONTO CITY STREETS BY OR FROM ANY VEHICLE. ANY INADVERTENT DEPOSITED MATERIAL SHALL BE CLEANED IMMEDIATELY BY THE CONTRACTOR. EROSION CONTROL NOTES 1.CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT ALL EXISTING INLETS DOWNSTREAM FROM THE CONSTRUCTION AREA. EROSION CONTROL PROTECTION SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL DISTURBED GROUND IS ADEQUATELY VEGETATED WITH APPROVAL FOR REMOVAL. 2.THE EXTENT OF EROSION CONTROL PROTECTION SHALL BE OBSERVED AND ADJUSTED AS NEEDED DURING CONSTRUCTION BASED ON SITE CONDITIONS AND THE PERFORMANCE OF THE EROSION CONTROL MEASURES SHOWN, TO SUPPLY SUFFICIENT EROSION CONTROL AND PREVENT OFFSITE SEDIMENTATION. ADDITIONAL MEASURES AND MEANS NOT SHOWN SHALL ALSO BE IMPLEMENTED AS NEEDED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE APPROPRIATE BMPS DEPICTED AND/OR NOT DEPICTED ON THIS PLAN. 3.CONTRACTOR TO MINIMIZE DISTURBED AREA AT ALL TIMES AND LIMIT DISTURBANCE TO AREAS WITHIN EROSION CONTROL BOUNDARIES. ADJUST EROSION CONTROL BOUNDARIES AS NECESSARY TO ADEQUATELY COMPLETE PROPOSED WORK. AREAS SHALL NOT BE CLEARED UNTIL THEY ARE TO BE CONSTRUCTED UNLESS APPROVED BY THE BY THE CITY OF FORT COLLINS EROSION CONTROL INSPECTOR. 4.ALL DISTURBED AREAS SHALL BE PREPARED (SEEDED & MULCHED, SURFACE ROUGHENING, ETC.) TO MINIMIZE EROSION POTENTIAL AND SOIL MIGRATION. ANY DISTURBED LAND MUST RECEIVE SURFACE ROUGHENING, INCLUDING BUT NOT LIMITED TO SLOPED AREAS. 5.STORMWATER MANAGEMENT PLAN SHALL BE PREPARED AND SUBMITTED BY CONTRACTOR PRIOR TO CONSTRUCTION COMMENCEMENT. 6.SEE LANDSCAPE PLAN FOR REVEGETATION METHODS AND DETAILS. DURING CONSTRUCTION, ANY SOIL DISTURBED AND NOT UNDER ACTIVE CONSTRUCTION SHALL BE SEEDED AND MULCHED PER LCUASS STANDARDS. 7.AREAS THAT EXPERIENCE EROSION ISSUES FROM STEEP SLOPES OR WATER EROSION RESULTING IN SEED NOT BEING ABLE TO ESTABLISH DURING THE FIRST GROWING SEASON SHALL REQUIRE RESEEDING AND EROSION CONTROL BLANKETS TO STABILIZE THE SOIL. PHASE 2 - INFRASTRUCTURE PHASE NOTES 1.CONTRACTOR SHALL GRADE AND INSTALL SEDIMENT BASINS BEFORE PROCEEDING WITH ANY PHASE 2 INFRASTRUCTURE CONSTRUCTION ACTIVITIES. 2.DURING CONSTRUCTION, TEMPORARY EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AS IMPROVEMENTS ARE INSTALLED, INCLUDING BUT NOT LIMITED TO INLET PROTECTION, SEDIMENT BASINS, BMP MAINTENANCE/PROTECTION, TEMPORARY SEEDING AND MULCHING. 3.ONSITE & OFFSITE INLET PROTECTIONS SHALL BE COMPLETED PROTECTED BY CURB INLET OR DROP INLET PROTECTION WHETHER BY MEANS OF GRATE FILTERS IN CONJUNCTION WITH CURBSIDE CHECKDAM OR OTHER MEASURES AS APPROVED BY THE CITY OF FORT COLLINS EROSION CONTROL INSPECTOR. 4.INFILTRATION GALLERIES TO BE CONSTRUCTED CONCURRENT WITH STORM SYSTEM INFRASTRUCTURE. CONSTRUCT TEMPORARY SEDIMENT BASIN AROUND OUTLET STRUCTURE. SEDIMENT SHALL BE REMOVED FROM INFILTRATION GALLERY ONCE SITE IS STABILIZED. 5.RAIN GARDENS TO BE INSTALLED AT THE CONCLUSION OF CONSTRUCTION ACTIVITIES AND CONCURRENT WITH LANDSCAPE INSTALLATION. PLACE NECESSARY EROSION CONTROL PROTECTION TO MINIMIZE RISK OF NATIVE SOILS MIGRATING TO THE RAIN GARDEN GROWING MEDIA. THE RAIN GARDEN GRADING MAY BE UTILIZED AS A SEDIMENT TRAP PRIOR TO THE INSTALLATION OF THE DRAINAGE COURSE AND GROWING MEDIA. 6.CONTRACTOR SHALL INSTALL AND MAINTAIN AT LEAST ONE VEHICLE TRACKING PAD AND MAY INSTALL ADDITIONAL VEHICLE TRACKING PADS TO ACCOMMODATE CONSTRUCTION PROCESSES IN ACCORDANCE WITH THE STORMWATER MANAGEMENT PLAN. ALL VEHICLE TRACKING PADS MUST BE PRE-APPROVED BY THE BY THE CITY OF FORT COLLINS EROSION CONTROL INSPECTOR. DRAINAGE FLOW ARROW LEGEND EX MAJOR CONTOUR EX MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR CONSTRUCTION ENTRANCE W/ VEHICLE TRACKING CONTROL CONCRETE WASHOUT AREA SILT FENCE INLET PROTECTION OUTLET STRUCTURE PROTECTION ROCK SOCKS SEDIMENT CONTROL LOGS TEMPORARY SEDIMENT BASIN SURFACE ROUGHENING STABILIZED STAGING AREA TURF REINFORCEMENT MAT PERMANENT RIPRAP APRON LIMITS OF DISTURBANCE (APPROX) CONSTRUCTION FENCE CULVERT PROTECTION 0 40' 80402040 SCALE: 1" = N W E S TRILBY ROAD BR I T T A N Y S T R E E T LEMAY AVENUEBRITTANY STREETAPPROX LIMIT OF DISTURBANCE (TYP)REVISIONNO.BYDATEHIGHLANDDEVELOPMENT SERVICES6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550PHONE: 970.674.7550 | EMAIL: Info@Highland-DS.com | www.Highland-DS.comPREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION OFSHEET DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V)HEARTSIDE HILLEROSION & SEDIMENT CONTROL PLANPHASE 3 - VERTICAL CONSTRUCTION2/22/23 1" = 40' N/A ZMW JTC 21-1045-00 C2.03 10 24 PHASE 3 - VERTICAL CONSTRUCTION PHASE NOTES 1.DURING CONSTRUCTION, TEMPORARY EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AS IMPROVEMENTS ARE INSTALLED, INCLUDING BUT NOT LIMITED TO INLET PROTECTION, SEDIMENT BASINS, PROTECTION, AND TEMPORARY SEEDING. 2.ANY COMMISSIONED STORM SEWER SYSTEM SHALL INLET AND OUTLET PROTECTION INSTALLED FOR ALL PHASE 3 OPERATIONS. 3.INLET PROTECTION SHALL BE COMPLETED BY CURB INLET OR DROP INLET PROTECTION WHETHER BY MEANS OF GRATE FILTERS IN CONJUNCTION WITH CURBSIDE CHECKDAM OR OTHER MEASURES AS APPROVED BY THE CITY OF FORT COLLINS EROSION CONTROL INSPECTOR. 4.CONTRACTOR MAY PLACE PERIMETER SEDIMENT CONTROL LOG IN PLACE OF PERMANENT SEEDING IN BLOCKS THAT ANTICIPATE CONSTRUCTION. 5.PERMANENT SEEDING MAY BE REPLACED WITH PERMANENT PROPOSED LANDSCAPING AS APPROVED BY THE CITY OF FORT COLLINS EROSION CONTROL INSPECTOR. CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. before you dig.Call Know what's below. R COFC STANDARD EROSION AND SEDIMENT CONTROL NOTES 1.THE CITY STORMWATER DEPARTMENT EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO ANY CONSTRUCTION ON THIS SITE. 2.ALL REQUIRED BMPS MUST BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC). ALL REQUIRED EROSION CONTROL MEASURES MUST BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. 3.PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA 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 IS 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 STORMWATER DEPARTMENT. 5.THE PROPERTY MUST BE WATERED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION ACTIVITIES SO AS TO PREVENT WIND-CAUSED EROSION. ALL LAND DISTURBING ACTIVITIES SHALL BE IMMEDIATELY DISCONTINUED WHEN FUGITIVE DUST IMPACTS ADJACENT PROPERTIES, AS DETERMINED BY THE CITY ENGINEERING DEPARTMENT. 6.ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES MUST BE INSPECTED AND REPAIRED OR RECONSTRUCTED AS NECESSARY AFTER EACH RUNOFF EVENT AND EVERY 14 DAYS IN ORDER TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. 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 DRAINAGEWAY. 7.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 30 DAYS SHALL BE SEEDED AND MULCHED. 8.CITY ORDINANCE PROHIBITS THE TRACKING, DROPPING, OR DEPOSITING OF SOILS OR ANY OTHER MATERIAL ONTO CITY STREETS BY OR FROM ANY VEHICLE. ANY INADVERTENT DEPOSITED MATERIAL SHALL BE CLEANED IMMEDIATELY BY THE CONTRACTOR. EROSION CONTROL NOTES 1.CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT ALL EXISTING INLETS DOWNSTREAM FROM THE CONSTRUCTION AREA. EROSION CONTROL PROTECTION SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL DISTURBED GROUND IS ADEQUATELY VEGETATED WITH APPROVAL FOR REMOVAL. 2.THE EXTENT OF EROSION CONTROL PROTECTION SHALL BE OBSERVED AND ADJUSTED AS NEEDED DURING CONSTRUCTION BASED ON SITE CONDITIONS AND THE PERFORMANCE OF THE EROSION CONTROL MEASURES SHOWN, TO SUPPLY SUFFICIENT EROSION CONTROL AND PREVENT OFFSITE SEDIMENTATION. ADDITIONAL MEASURES AND MEANS NOT SHOWN SHALL ALSO BE IMPLEMENTED AS NEEDED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE APPROPRIATE BMPS DEPICTED AND/OR NOT DEPICTED ON THIS PLAN. 3.CONTRACTOR TO MINIMIZE DISTURBED AREA AT ALL TIMES AND LIMIT DISTURBANCE TO AREAS WITHIN EROSION CONTROL BOUNDARIES. ADJUST EROSION CONTROL BOUNDARIES AS NECESSARY TO ADEQUATELY COMPLETE PROPOSED WORK. AREAS SHALL NOT BE CLEARED UNTIL THEY ARE TO BE CONSTRUCTED UNLESS APPROVED BY THE BY THE CITY OF FORT COLLINS EROSION CONTROL INSPECTOR. 4.ALL DISTURBED AREAS SHALL BE PREPARED (SEEDED & MULCHED, SURFACE ROUGHENING, ETC.) TO MINIMIZE EROSION POTENTIAL AND SOIL MIGRATION. ANY DISTURBED LAND MUST RECEIVE SURFACE ROUGHENING, INCLUDING BUT NOT LIMITED TO SLOPED AREAS. 5.STORMWATER MANAGEMENT PLAN SHALL BE PREPARED AND SUBMITTED BY CONTRACTOR PRIOR TO CONSTRUCTION COMMENCEMENT. 6.SEE LANDSCAPE PLAN FOR REVEGETATION METHODS AND DETAILS. DURING CONSTRUCTION, ANY SOIL DISTURBED AND NOT UNDER ACTIVE CONSTRUCTION SHALL BE SEEDED AND MULCHED PER LCUASS STANDARDS. 7.AREAS THAT EXPERIENCE EROSION ISSUES FROM STEEP SLOPES OR WATER EROSION RESULTING IN SEED NOT BEING ABLE TO ESTABLISH DURING THE FIRST GROWING SEASON SHALL REQUIRE RESEEDING AND EROSION CONTROL BLANKETS TO STABILIZE THE SOIL. DRAINAGE FLOW ARROW LEGEND EX MAJOR CONTOUR EX MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR CONSTRUCTION ENTRANCE W/ VEHICLE TRACKING CONTROL CONCRETE WASHOUT AREA SILT FENCE INLET PROTECTION OUTLET STRUCTURE PROTECTION ROCK SOCKS SEDIMENT CONTROL LOGS TEMPORARY SEDIMENT BASIN SURFACE ROUGHENING STABILIZED STAGING AREA TURF REINFORCEMENT MAT PERMANENT RIPRAP APRON LIMITS OF DISTURBANCE (APPROX) CONSTRUCTION FENCE CULVERT PROTECTION 0 40' 80402040 SCALE: 1" = N W E S TRILBY ROAD BR I T T A N Y S T R E E T LEMAY AVENUEBRITTANY STREETAPPROX LIMIT OF DISTURBANCE (TYP) (Remove) (Remove)(Remove) (Remove) (Remove) (Remove) (Remove) (Remove)(Remove) (Remove) (Remove) (Remove)(Remove) (Remove)(Remove) (Remove) (Remove) (Remove) (Remove) (Remove) (Remove) (Remove) (Remove) (Remove) (Remove) (Remove) (Remove) (Remove)(Remove) (Remove) (Remove) (Remove) (Remove) (Remove) (Remove) (Remove) (Remove) (Remove) (Remove) (Remove) (Remove) (Remove) (Remove) (Remove) (Remove) (Remove) (Remove) (Remove) (Remove) (Remove) (Remove) (Remove) (Remove) (Remove) (Remove)REVISIONNO.BYDATEHIGHLANDDEVELOPMENT SERVICES6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550PHONE: 970.674.7550 | EMAIL: Info@Highland-DS.com | www.Highland-DS.comPREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION OFSHEET DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V)HEARTSIDE HILLEROSION & SEDIMENT CONTROL PLANPHASE 4 - PERMANENT BMP & FINAL STABILIZATION2/22/23 1" = 40' N/A ZMW JTC 21-1045-00 C2.04 11 24 CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. before you dig.Call Know what's below. R COFC STANDARD EROSION AND SEDIMENT CONTROL NOTES 1.THE CITY STORMWATER DEPARTMENT EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO ANY CONSTRUCTION ON THIS SITE. 2.ALL REQUIRED BMPS MUST BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC). ALL REQUIRED EROSION CONTROL MEASURES MUST BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. 3.PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA 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 IS 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 STORMWATER DEPARTMENT. 5.THE PROPERTY MUST BE WATERED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION ACTIVITIES SO AS TO PREVENT WIND-CAUSED EROSION. ALL LAND DISTURBING ACTIVITIES SHALL BE IMMEDIATELY DISCONTINUED WHEN FUGITIVE DUST IMPACTS ADJACENT PROPERTIES, AS DETERMINED BY THE CITY ENGINEERING DEPARTMENT. 6.ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES MUST BE INSPECTED AND REPAIRED OR RECONSTRUCTED AS NECESSARY AFTER EACH RUNOFF EVENT AND EVERY 14 DAYS IN ORDER TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. 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 DRAINAGEWAY. 7.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 30 DAYS SHALL BE SEEDED AND MULCHED. 8.CITY ORDINANCE PROHIBITS THE TRACKING, DROPPING, OR DEPOSITING OF SOILS OR ANY OTHER MATERIAL ONTO CITY STREETS BY OR FROM ANY VEHICLE. ANY INADVERTENT DEPOSITED MATERIAL SHALL BE CLEANED IMMEDIATELY BY THE CONTRACTOR. EROSION CONTROL NOTES 1.CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT ALL EXISTING INLETS DOWNSTREAM FROM THE CONSTRUCTION AREA. EROSION CONTROL PROTECTION SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL DISTURBED GROUND IS ADEQUATELY VEGETATED WITH APPROVAL FOR REMOVAL. 2.THE EXTENT OF EROSION CONTROL PROTECTION SHALL BE OBSERVED AND ADJUSTED AS NEEDED DURING CONSTRUCTION BASED ON SITE CONDITIONS AND THE PERFORMANCE OF THE EROSION CONTROL MEASURES SHOWN, TO SUPPLY SUFFICIENT EROSION CONTROL AND PREVENT OFFSITE SEDIMENTATION. ADDITIONAL MEASURES AND MEANS NOT SHOWN SHALL ALSO BE IMPLEMENTED AS NEEDED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE APPROPRIATE BMPS DEPICTED AND/OR NOT DEPICTED ON THIS PLAN. 3.CONTRACTOR TO MINIMIZE DISTURBED AREA AT ALL TIMES AND LIMIT DISTURBANCE TO AREAS WITHIN EROSION CONTROL BOUNDARIES. ADJUST EROSION CONTROL BOUNDARIES AS NECESSARY TO ADEQUATELY COMPLETE PROPOSED WORK. AREAS SHALL NOT BE CLEARED UNTIL THEY ARE TO BE CONSTRUCTED UNLESS APPROVED BY THE BY THE CITY OF FORT COLLINS EROSION CONTROL INSPECTOR. 4.ALL DISTURBED AREAS SHALL BE PREPARED (SEEDED & MULCHED, SURFACE ROUGHENING, ETC.) TO MINIMIZE EROSION POTENTIAL AND SOIL MIGRATION. ANY DISTURBED LAND MUST RECEIVE SURFACE ROUGHENING, INCLUDING BUT NOT LIMITED TO SLOPED AREAS. 5.STORMWATER MANAGEMENT PLAN SHALL BE PREPARED AND SUBMITTED BY CONTRACTOR PRIOR TO CONSTRUCTION COMMENCEMENT. 6.SEE LANDSCAPE PLAN FOR REVEGETATION METHODS AND DETAILS. DURING CONSTRUCTION, ANY SOIL DISTURBED AND NOT UNDER ACTIVE CONSTRUCTION SHALL BE SEEDED AND MULCHED PER LCUASS STANDARDS. 7.AREAS THAT EXPERIENCE EROSION ISSUES FROM STEEP SLOPES OR WATER EROSION RESULTING IN SEED NOT BEING ABLE TO ESTABLISH DURING THE FIRST GROWING SEASON SHALL REQUIRE RESEEDING AND EROSION CONTROL BLANKETS TO STABILIZE THE SOIL. PHASE 4 - PERMANENT BMP AND FINAL STABILIZATION NOTES 1.LOTS AND BLOCKS ANTICIPATING CONSTRUCTION MAY UTILIZE SLOPE PROTECTION IN LIEU OF TEMPORARY SEEDING AND MULCHING AS APPROVED BY THE CITY OF FORT COLLINS EROSION CONTROL INSPECTOR. 2.INLET PROTECTIONS SHALL BE COMPLETED BY CURB INLET OR DROP INLET PROTECTION WHETHER BY MEANS OF GRATE FILTERS IN CONJUNCTION WITH CURBSIDE CHECKDAM OR OTHER MEASURES AS APPROVED BY THE CITY OF FORT COLLINS EROSION CONTROL INSPECTOR. 3.CONTRACTOR SHALL REMOVE ALL TEMPORARY BMPS PRIOR TO FINAL DEMOBILIZATION OR AS DIRECTED BY THE CITY OF FORT COLLINS EROSION CONTROL INSPECTOR. 4.CONTRACTOR MAY PLACE PERIMETER SEDIMENT CONTROL LOG IN PLACE OF PERMANENT SEEDING IN BLOCKS THAT ANTICIPATE CONSTRUCTION. 5.PERMANENT SEEDING MAY BE REPLACED WITH PERMANENT PROPOSED LANDSCAPING AS APPROVED BY THE CITY OF FORT COLLINS EROSION CONTROL INSPECTOR. 6.CONTRACTOR TO INSTALL PROPOSED PERMANENT OUTLET PROTECTION WHEN FINALIZING STORM SEWER CONSTRUCTION WHICH MAY HAVE OCCURRED IN EARLIER PHASES. 7.CONTRACTOR TO CLEAN AND LEGALLY DISPOSE OF ALL SEDIMENT COLLECTED ONSITE DURING CONSTRUCTION PRIOR TO FINAL ACCEPTANCE. DRAINAGE FLOW ARROW LEGEND EX MAJOR CONTOUR EX MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR CONSTRUCTION ENTRANCE W/ VEHICLE TRACKING CONTROL CONCRETE WASHOUT AREA SILT FENCE INLET PROTECTION OUTLET STRUCTURE PROTECTION ROCK SOCKS SEDIMENT CONTROL LOGS TEMPORARY SEDIMENT BASIN SURFACE ROUGHENING STABILIZED STAGING AREA TURF REINFORCEMENT MAT PERMANENT RIPRAP APRON LIMITS OF DISTURBANCE (APPROX) CONSTRUCTION FENCE CULVERT PROTECTION 0 40' 80402040 SCALE: 1" = N W E S BLDG 1 BLDG 2 BLDG 3 BLDG 4 BLDG 5 BLDG 6 TRILBY ROAD LEMAY AVENUEBRITTANY STREETWESTBOURN CIRCLE BLOCK 1 LOT 1 LOT 2 LOT 3 LOT 4 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 BLOCK 2 TRACT A (DRAINAGE & PRIVATE ACCESS EASEMENT) POND D BRI T T A N Y S T R E E T REVISIONNO.BYDATEHIGHLANDDEVELOPMENT SERVICES6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550PHONE: 970.674.7550 | EMAIL: Info@Highland-DS.com | www.Highland-DS.comPREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION OFSHEET DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V)HEARTSIDE HILLGRADING PLAN2/22/23 1" = 40' N/A ZMW JTC 21-1045-00 C2.05 12 24 N W E S 0 SCALE: 1" = 40' 80402040 LEGEND EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR NOTES: 1.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100 YEAR STORM. THE LOWEST OPENING ELEVATIONS SHOWN ARE AT LEAST ONE FOOT ABOVE THE 100 YEAR STORM ELEVATION OF ADJACENT STREETS, CHANNELS, DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES. MINIMUM FINISHED FLOOR ELEVATIONS ABOVE 100-YEAR WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY A FINAL GRADING PLAN ARE TO BE SHOWN. 2.CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT CONSTRUCTION. 3.SPOT ELEVATIONS SHOWN ARE ON FLOWLINE OR BACK OF WALK UNLESS OTHERWISE LABELED. 4.WALKWAYS SLOPE 2.0% AWAY FROM BUILDINGS AND/OR TOWARD PARKING/DRIVE AREAS. WALK LABELS ARE SHOWN ON THE HIGH SIDE OF THE WALK. 5.ALL SUBGRADE TO BE PLACED/COMPACTED PER GEOTECHNICAL ENGINEER RECOMMENDATIONS. 6.ANY RETAINING WALL EXCEEDING 30" RETAINING HEIGHT ARE REQUIRED TO GET A SEPARATE PERMIT FROM THE CITY OF FT. COLLINS BUILDING DIVISION. CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. before you dig.Call Know what's below. R LIMITS OF 18" FOUNDATION STEM WALL (RE: STRUCT) HEART OF THE ROCKIES 2ND LOT 1 TRILBY ROAD BR I T T A N Y S T R E E T LEMAY AVENUEBRITTANY STREETBLOCK 1 LOT 1 LOT 2 LOT 3 LOT 4 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 BLOCK 2 BLDG ENV 1 BLDG ENV 3 BLDG ENV 4 BLDG ENV 5 BLDG ENV 6 BLOCK 3 LOT 1 TRACT A (DRAINAGE & PRIVATE ACCESS EASEMENT) BLDG ENV 2 SD-01 SEE SHEET 16 SD-02 SEE SHEET 16 SD-03 SEE SHEET 16 SD-10 SEE SHEET 17 SD-11 SEE SHEET 17 ADDITIONAL ESMT DEDICATED FOR FUTURE UTILITY RELOCATION REVISIONNO.BYDATEHIGHLANDDEVELOPMENT SERVICES6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550PHONE: 970.674.7550 | EMAIL: Info@Highland-DS.com | www.Highland-DS.comPREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION OFSHEET DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V)HEARTSIDE HILLOVERALL UTILITY PLAN2/22/23 1" = 40' N/A JTC JTC 21-1045-00 C3.00 13 24 CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. before you dig.Call Know what's below. R N W E S 0 SCALE: 1" = 40' 80402040 NOTES: 1.ALL EXISTING UTILITY LOCATIONS SHOWN HAVE BEEN PROVIDED BY OTHERS AND DETERMINED FROM A COMBINATION OF RECORD DRAWINGS, SURVEYED FIELD MARK-OUTS AND PHYSICAL OBSERVATIONS. THERE MAY BE UTILITIES NOT SHOWN ON THE DRAWINGS WHICH PRESENTLY EXIST IN THE AREA OF CONSTRUCTION. THEREFORE, THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES IN THE PROJECT VICINITY PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL BE FULLY AND SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGES AND COSTS WHICH MIGHT OCCUR BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL PUBLIC AND PRIVATE UTILITY COMPANIES AND DETERMINE THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO PROCEEDING WITH GRADING AND CONSTRUCTION. ALL WORK PERFORMED IN THE AREA OF UTILITIES SHALL BE PERFORMED AND INSPECTED ACCORDING TO THE REQUIREMENTS OF THE UTILITY OWNER. LIKEWISE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MAPPING ANY EXISTING UTILITY (INCLUDING DEPTH) WHICH MAY CONFLICT WITH THE PROPOSED CONSTRUCTION, AND FOR RELOCATING ENCOUNTERED UTILITIES AS DIRECTED BY THE ENGINEER. CONTRACTOR SHALL CONTACT AND RECEIVE APPROVAL FROM OWNER/UTILITY OWNER BEFORE RELOCATING ANY ENCOUNTERED UTILITIES. CONTRACTOR RESPONSIBLE FOR SERVICE CONNECTIONS, AND RELOCATING AND RECONNECTING AFFECTED UTILITIES AS COORDINATED WITH UTILITY OWNER AND/OR ENGINEER, INCLUDING NON-MUNICIPAL UTILITIES (TELEPHONE, GAS, CABLE, ETC., WHICH SHALL BE COORDINATED WITH THE UTILITY OWNER). THE CONTRACTOR SHALL IMMEDIATELY CONTACT ENGINEER UPON DISCOVERY OF A UTILITY DISCREPANCY OR CONFLICT. AT LEAST 48 HOURS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE UTILITY NOTIFICATION CENTER OF COLORADO (1-800-922-1987, WWW.UNCC.ORG). 2.IN ADDITION TO MEETING APPLICABLE LCUASS, STATE OR FEDERAL STANDARDS, ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION OF PUBLIC WATER AND WASTEWATER SYSTEM IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS SET FORTH IN THE FCLWD/SFCSD STANDARDS. 3.IN CASES OF CONFLICT BETWEEN THESE SIGNED PLANS AND APPLICABLE STANDARDS, THE MOST RESTRICTIVE STANDARD SHALL APPLY. 4.ALL WATER MAINS AND FIRE LINES SHALL BE AWWA C900 PLASTIC PRESSURE PIPE (DR-18, PRESSURE CLASS 305). ALL PLASTIC PRESSURE PIPE SHALL HAVE TRACER WIRE PER STANDARDS. ALL FITTINGS ON THE PROPOSED FIRE LINES AND FIRE HYDRANT LATERALS SHALL BE FULLY RESTRAINED JOINTS PER FCLWD STANDARDS (MEGA-LUG OR APPROVED EQUAL). 5.ALL WATER SERVICES SHALL BE TYPE K SOFT COPPER. 6.ALL WATER SERVICES ARE 1" AND ARE TO BE UPSIZED TO 1.5" AT 5 FT BEYOND THE METER. 7.ALL WATER MAINS AND SERVICES SHALL HAVE A MINIMUM COVER OF 4.5' AND A MAXIMUM OF 5.5', UNLESS OTHERWISE NOTED. 8.ALL SANITARY SEWER MAINS AND SERVICES SHALL BE SDR 35 PVC. VERIFY BUILDING CONNECTION ELEVATION (RE: MEP). 9.ALL SANITARY SEWER & STORM SEWER CLEANOUTS LOCATED WITHIN THE PAVEMENT SHALL BE TRAFFIC RATED CLEANOUTS. 10.INVERT SHAPING ON SANITARY SEWER MANHOLES TO BE AT LEAST TO SPRING LINE. 11.SITE CONTRACTOR SHALL COORDINATE UTILITY CONNECTIONS AT THE BUILDING WITH BUILDING CONTRACTOR. 12.ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 13.STORM PIPES SHALL BE ADS HP STORM PIPE UNLESS OTHERWISE NOTED. 14.COORDINATE SITE LIGHTING AND ELECTRIC SERVICE ROUTING, DEMOLISHING, RELOCATING, AND MODIFICATIONS WITH THE ELECTRICAL ENGINEER, ARCHITECT, AND OWNER. 15.ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 16.PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS. 17.ELECTRIC SERVICE CONDUIT AND CONDUCTOR SHALL BE INSTALLED, OWNED, AND MAINTAINED BY THE OWNER. SD-01 PROFILE HORIZ. SCALE: 1"=40' 4905 4910 4915 4920 4905 4910 4915 4920 9+009+5010+0010+5011+0011+5012+0012+50 SD-02 PROFILE HORIZ. SCALE: 1"=40' 4920 4925 4930 4935 4940 4920 4925 4930 4935 4940 9+009+5010+0010+5011+0011+5012+00 SD-03 PROFILE HORIZ. SCALE: 1"=40' 4920 4925 4930 4935 4940 4920 4925 4930 4935 4940 9+009+5010+0010+5011+0011+5012+00 REVISIONNO.BYDATEHIGHLANDDEVELOPMENT SERVICES6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550PHONE: 970.674.7550 | EMAIL: Info@Highland-DS.com | www.Highland-DS.comPREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION OFSHEET DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V)HEARTSIDE HILLSTORM DRAIN PLAN & PROFILESSD-01, SD-02, SD-032/22/23 1" = 40' 1" = 4' ZMW JTC 21-1045-00 C3.03 16 24NWESN W E S N W E S N W E S SD-01 SD-02 SD-03 CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. before you dig.Call Know what's below. R NOTES: 1.ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 2.STORM PIPES SHALL BE ADS HP STORM UNLESS OTHERWISE NOTED. 3.ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 4.PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS. 5.ALL STORM PIPES AND STRUCTURES ARE PRIVATELY OWNED AND MAINTAINED EXCEPT WHERE SPECIFICALLY IDENTIFIED AND LABELED ON THESE PLANS AS PUBLIC. 6.INSTALL CUT OFF WALLS 5' UPSTREAM OF ALL STORM MANHOLES AND INLETS CONSISTING OF COMPACTED CLAY MATERIAL EXTENDING BEYOND THE SPRINGLINE OF THE PIPE. 0 SCALE: 1" = 40' 80402040 HORIZONTAL VERTICAL SCALE: 1" =4' SD-10 PROFILE 4905 4910 4915 4920 4905 4910 4915 4920 9+00 9+50 10+00 10+50 11+00 11+50 SD-11 PROFILE HORIZ. SCALE: 1"=40' 4905 4910 4915 4920 4925 4905 4910 4915 4920 4925 9+009+5010+0010+5011+0011+50 REVISIONNO.BYDATEHIGHLANDDEVELOPMENT SERVICES6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550PHONE: 970.674.7550 | EMAIL: Info@Highland-DS.com | www.Highland-DS.comPREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION OFSHEET DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V)HEARTSIDE HILLSTORM DRAIN PLAN & PROFILESSD-10 & SD-112/22/23 1" = 40' 1" = 4' ZMW JTC 21-1045-00 C3.04 17 24 N W E S KEY MAP NTS N W E S TRILBY ROAD BR I T T A N Y S T R E E T LEMAY AVENUEBRITTANY STREETSD-11 SD-10 N WE S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. before you dig.Call Know what's below. R SD-11 SEE SHEET 17 SD-10 SEE SHEET 17 NOTES: 1.ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 2.STORM PIPES SHALL BE ADS HP STORM UNLESS OTHERWISE NOTED. 3.ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 4.PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS. 5.ALL STORM PIPES AND STRUCTURES ARE PRIVATELY OWNED AND MAINTAINED EXCEPT WHERE SPECIFICALLY IDENTIFIED AND LABELED ON THESE PLANS AS PUBLIC. 6.INSTALL CUT OFF WALLS 5' UPSTREAM OF ALL STORM MANHOLES AND INLETS CONSISTING OF COMPACTED CLAY MATERIAL EXTENDING BEYOND THE SPRINGLINE OF THE PIPE. 0 SCALE: 1" = 40' 80402040 HORIZONTAL VERTICAL SCALE: 1" =4'