The URL can be used to link to this page

Home My WebLink AboutSW6220203_Plansheet C1.1 - Notes_20220225LEGEND EXISTING DESCRIPTION PROPOSED -- -- PROPERTY LINE -- -- -- -- ADJACENT PROPERTY LINE -- -- -- -- LOT LINE -- -- RIGHT OF WAY --- --- CENTERLINE FLOOD PLAIN - - LIMITS OF CONSTRUCTION LIMITS OF DISTURBANCE SWALE / STREAM FLOWLINE OVERFLOW RELIEF PATH FENCE LINE x x x EASEMENT ----------- EDGE OF PAVEMENT VERTICAL CURB AND GUTTER MOUNTABLE CURB AND GUTTER CONCRETE SIDEWALK -------------------- ASPHALT SIDEWALK HANDICAP PARKING SIGHT TRIANGLE -o SIGN(S) -w-w- T 25 PARKING COUNT INDICATOR 2s 255 vPo VEHICLES PER DAY INDICATOR 55 VPD 4' TEST PIT Q� { MONITORING WELL -350- - MAJOR CONTOUR 350 -----350-- MINOR CONTOUR 350 GRADE BREAK <> RIDGELINE <> f52 F� f5236 F� SPOT ELEVATION f52 FG f5236 F� RIP RAP 9D w WATER LINE w ❑"' ® WATER METER ❑"" OM IM WATER VALVE a 0 WATER REDUCER J + WATER FITTINGS - J -j- + FIRE HYDRANT ss SANITARY LINE ss ►� SANITARY MANHOLE ►� • SANITARY CLEANOUT • STORM SEWER PIPE ® STORM SEWER MANHOLE 0 g 0 STORM SEWER INLET g f STORM SEWER FLARED END SECTION ® STORM SEWER HEADWALL ou ou OVERHEAD UTILITY ou ou E E UNDERGROUND ELECTRIC E E OHE OVERHEAD ELECTRIC 0HE- OHE UTILITY POLE 0 STREET LIGHT CATV CAN CABLE TV SERVICE QAT„CAT„ T T TELECOM SERVICE _T-T Fo Fo FIBER OPTIC SERVICE Fo Fo G NATURAL GAS SERVICE c 0 TREE0 TREE LINE �Ic WETLANDS LEGEND NOTES 1. THIS IS A STANDARD SHEET, THEREFORE SOME ABBREVIATIONS MAY APPEAR ON THIS SHEET AND NOT BE USED ON THE PROJECT. 2. ADDITIONAL LEGENDS AND NOTES MAY BE FOUND ON OTHER SHEETS ASSOCIATED WITH THIS PLAN. THESE LEGENDS AND NOTES ARE TO BE REFERENCED IN ADDITION TO THIS STANDARD SHEET. ABBREVIATIONS A AREA OF ARC AASHTO AMERICAN ASSOCIATION OF STATE HWY & TRANS. OFFICIALS AB AS BUILT AC ACRE AD ALGEBRAIC DIFFERENCE IN GRADE AE ACCESS EASEMENT ADJ ADJACENT AGGR AGGREGATE AHD AHEAD ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ANGLE POINT APT APPROXIMATE APPROX ARCHITECTURAL ARCH ASPHALT ASPH AMERICAN SOCIETY FOR TESTING AND ASTM MATERIALS AMERICAN WATER WORKS ASSOCIATION AWWA BREADTH B BACK OF CURB BOC BASEMENT FLOOR BF BUILDING BLDG BENCHMARK BM BEST MANAGEMENT PRACTICES BMP (WATER QUALITY) BLOW OFF VALVE BOV BEARING BRG BUILDING RESTRICTION LINE BRL BEGINNING VERTICAL CURVE ELEVATION BVCE BEGINNING VERTICAL CURVE STATION BVCS BOTTOM OF WALL BW CENTER CORRECTION ON VERTICAL CURVE c,e RUNOFF COEFFICIENT C CABLE TELEVISION CATV CURB AND GUTTER C&G CATCH BASIN CB CALIFORNIA BEARING RATIO CBR CENTER TO CENTER CC COLORADO DEPT. OF TRANSPORTATION CDOT CUBIC FEET CF CUBIC FEET PER SECOND CFS CURB AND GUTTER (REVERSE SLOPE) CG(R) CHORD CH CHORD BEARING CHBRG CAST IRON PIPE CIP CENTERLINE CL CLEAR CLR CUBIC METERS CM CORRUGATED METAL PIPE CMP CUBIC METERS PER SECOND CMS RUNOFF CURVE NUMBER CN CONTINUOUS CONT CLEAN OUT CO CONCRETE CONC CURB STOP CS COURT CT CENTER CTR CONTROL LINE CTRL CUBIC YARD CY DEPTH D DRAINAGE AREA DA DEED BOOK DB DIVERSION DIKE DID DETAIL DET DIAMETER DIA DUCTILE IRON PIPE DIP DROP INLET DI DISTANCE DIST DOMESTIC LINE DL DROP MANHOLE DM DOMESTIC DOM DRIVE DRAIN DR DRAINAGE DRN DRAINAGE AREA DRNG DOWN SPOUT DS DWELLING UNITS DU DRAWING DWG DRIVEWAY D/W DELTA A EASTING/EAST E EACH EA EAST BOUND LANE EBL EROSION CONTROL EC EROSION CONTROL BLANKET ECB EDGE OF GUTTER EG ENERGY GRADIENT LINE EGL ELEVATION EL ELECTRIC ELEC ELEVATION ELEV ENGINEER ENGR ENTRANCE ENT EDGE OF ASPHALT EOA EDGE OF CONCRETE EOC EDGE OF PAVEMENT EOP EQUIPMENT EQUIP EASEMENT ESMT EXISTING TO BE DEMOLISHED ETD EXISTING TO REMAIN ETR EXISTING TO BE RELOCATED ETRL EXISTING TO BE REPLACED ETRP ENDING VERTICAL CURVE ELEVATION EVCE ENDING VERTICAL CURVE STATION EVCS END WALL EW EXISTING EX ENVIRONMENTAL QUALITY CORRIDOR EQC FIRE LINE F FLOOR AREA RATIO FAR FACE OF CURB FOC FLOOR DRAIN FD FLARED END SECTION FES FIRST FLOOR OR FINISH FLOOR FF FINISH GRADE FG FIRE HYDRANT FH FLOW LINE FL FOUNDATION FND FOYER FOY FLOOD PLAIN FP FEET PER SECOND FPS FIRE SERVICE OR FACTOR OF SAFETY FS FOOT OR FEET FT GAS G GARAGE GAR GRADE BREAK GB GROSS FLOOR AREA GFA GUARD RAIL OR GRATE INLET GR GATE VALVE GV HEAD H HANDICAP HC HORIZONTAL BEND HB HOT BITUMINOUS PAVEMENT HBP HYDRAULIC GRADE LINE HGL HORIZONTAL HORZ HIGH POINT HP HAND RAIL HR HEIGHT HT HEADWATER HW RAINFALL INTENSITY I INSIDE DIAMETER OR IDENTIFICATION ID INVERT ELEVATION IE INCH IN INVERT INV IRON PIPE IP IRON PIPE FOUND IPF IRON PIPE SET IPS IRRIGATION IRR JUNCTION BOX JB JOINT JN T K SIGHT DISTANCE COEFFICIENT OR RATE OF VERTICAL CURVATURE Ke CULVERT ENTRANCE LOSS COEFFICIENT L LENGTH LAT LATERAL LCG LIMITS OF CLEARING & GRADING LF LINEAR FEET LIP LIP OF PAN LL LOWER LEVEL LOS LINE OF SIGHT LP LOW POINT LS LOADING SPACE LT LEFT M MONUMENT FOUND MAX MAXIMUM ME MATCH EXISTING MECH MECHANICAL MH MANHOLE MI MILE MIN MINIMUM MISC MISCELLANEOUS MPH MILES PER HOUR MS MEDIAN STRIP MSL MEAN SEA LEVEL N NORTHING/NORTH N/A NOT APPLICABLE NBL NORTH BOUND LANE N/F NOW OR FORMERLY NFA NET FLOOR AREA NO. & # NUMBER NTS NOT TO SCALE OC ON CENTER OBJ OBJECT OD OUTSIDE DIAMETER OH OVERHANG O/H OVERHEAD OHC OVERHEAD CABLE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE P PERIMETER R PROPERTY LINE P&P PLAN AND PROFILE PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE PCR POINT OF CURB RETURN PCEP POINT OF CURVE EDGE OF PAVEMENT PCTC POINT OF CURVATURE TOP OF CURB PI POINT OF INTERSECTION PG PAGE PGL POINT OF GRADE LINE PRC POINT OF REVERSE CURVATURE PRELIM PRELIMINARY PROP PROPOSED PT POINT OF TANGENCY PUE PUBLIC UTILITY EASEMENT PVC POLYVINYL CHLORIDE PIPE OR POINT OF VERTICAL CURVATURE PVI POINT OF VERTICAL INTERSECTION PVT POINT OF VERTICAL TANGENCY PVMT PAVEMENT PVRC POINT OF VERTICAL REVERSE CURVE Q (cfs) AMOUNT OF RUNOFF (FLOW RATE) R RADIUS RCP REINFORCED CONCRETE PIPE RDCR REDUCER RD ROAD OR ROOF DRAIN REINF REINFORCED REQD REQUIRED RET RETAINING REV REVISION RGP ROUGH GRADING PLAN RMA RESOURCE MANAGEMENT AREA ROM REMOTE OUTSIDE MONITOR RPA RESOURCE PROTECTION AREA RR RAILROAD RT RIGHT RTE ROUTE R/W & ROW RIGHT OF WAY S SPEED OR SLOPE SAN SANITARY SEWER SANMH SANITARY SEWER MANHOLE SBL SOUTH BOUND LANE SCH SCHEDULE SD SIGHT DISTANCE SEC SECTION SEW SEWER SF SQUARE FEET SH SHOULDER SP SPACE OR SITE PLAN SPEC SPECIFICATIONS STA STATION STD STANDARD STK STACK STM STORM SEWER STMMH STORM SEWER MANHOLE STIR STRUCTURE SVC SERVICE S/W SIDEWALK SWM STORM WATER MANAGEMENT Sx CROSS SLOPE SY SQUARE YARD T TANGENT TB TOP OF BANK OR TEST BORING TBR TO BE REMOVED TOC TOP OF CURB Tc TIME OF CONCENTRATION TEL TELEPHONE TEMP TEMPORARY TH TEST HOLE TOF TOP OF FOUNDATION TOP TOP OF PIPE TIP TEST PIT OR TREE PROTECTION TW TOP OF WALL OR TAILWATER TYP TYPICAL UE UTILITY EASEMENT UG UNDERGROUND UGE UNDERGROUND ELECTRIC UGT UNDERGROUND TELEPHONE UGC UNDERGROUND CABLE UD UNDERDRAIN UL UPPER LEVEL UP UTILITY POLE USGS US GEOLOGICAL SURVEY UTIL UTILITY V OR VOL VOLUME V OR VEL VELOCITY VAN HANDICAPPED VAN PARKING SPACE VB VERTICAL BEND VC VERTICAL CURVE VF VERTICAL FOOT W WEIGHT OR WIDTH WBL WEST BOUND LANE WL WATER LINE WM WATER METER W/M OR WM WATER MAIN W/TB WITH THRUST BLOCK WSEL WATER SURFACE ELEVATION WV WATER VALVE XING CROSSING XF TRANSFORMER I YARD INLET YR YEAR GENERAL NOTES GENERAL NOTES (CONT. 1. UTILITY CONFLICTS: ALL EXISTING UTILITIES SHOWN WERE COMPILED USING THE BEST AVAILABLE INFORMATION AND FIELD OBSERVATION. BOWMAN CONSULTING INC. DOES NOT GUARANTEE THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON. CONTRACTOR TO BE RESPONSIBLE FOR FIELD 41. THE CONTRACTOR SHALL CAREFULLY EXAMINE THE SITE AND MAKE ALL INSPECTIONS NECESSARY IN ORDER TO DETERMINE THE FULL EXTENT OF THE VERIFYING THE LOCATION OF AND PROTECTING ALL EXISTING UTILITIES, INCLUDING THOSE NOT SHOWN OR SHOWN INCORRECTLY ON THE PLANS. ANY WORK REQUIRED TO MAKE THE PROPOSED WORK CONFORM TO THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR SHALL SATISFY HIMSELF AS TO DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED IN A TIMELY FASHION TO THE SATISFACTION OF THE APPROPRIATE GOVERNING AGENCY AND THE THE NATURE AND LOCATION OF THE WORK, CONDITIONS, AND CONFIRMATION AND CONDITION OF EXISTING GROUND SURFACE AND THE CHARACTER OF OWNER OF THE IMPACTED UTILITY AT THE CONTRACTOR'S EXPENSE. THE EQUIPMENT AND FACILITIES NEEDED PRIOR TO AND DURING EXECUTION OF THE WORK. THE CONTRACTOR SHALL SATISFY HIMSELF AS TO THE CHARACTER, QUANTITY AND QUALITY OF SURFACE AND SUBSURFACE MATERIALS OR OBSTACLES TO BE ENCOUNTERED. ANY INACCURACIES OR 2. ALL MATERIALS AND WORKMANSHIP SHALL BE IN CONFORMANCE WITH THE LATEST STANDARDS AND SPECIFICATIONS FOR THE APPROPRIATE DISCREPANCIES BETWEEN THE DRAWINGS AND SPECIFICATIONS MUST BE BOUGHT TO THE OWNER'S ATTENTION IN ORDER TO CLARIFY THE EXACT GOVERNING AGENCY. THE CONTRACTOR SHALL HAVE IN HIS POSSESSION AT THE JOB SITE AT ALL TIMES THE APPROPRIATE GOVERNING AGENCY'S NATURE OF THE WORK TO BE PERFORMED PRIOR TO THE COMMENCEMENT OF ANY WORK. PUBLIC WORKS MANUAL, ALL APPROVED EASEMENT AGREEMENTS, AND ONE (1) SIGNED COPY OF THE PLANS AS APPROVED BY THE APPROPRIATE GOVERNING AGENCY. THE CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROM THE APPROPRIATE GOVERNING AGENCY FOR ANY VARIANCE TO THE 42. THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING ROADS AND UTILITIES WHICH OCCURS AS A RESULT OF THE PROJECT ABOVE DOCUMENTS. CONSTRUCTION WITHIN OR CONTIGUOUS TO THE EXISTING RIGHT-OF-WAY. 3. CONTRACTOR SHALL OBTAIN, AT HIS OWN EXPENSE, ALL APPLICABLE CODES, LICENSES, STANDARDS, SPECIFICATIONS, PERMITS, BONDS, ETC., WHICH 43. ALL STREET CUT AND PATCH WORK IN PUBLIC RIGHT-OF-WAY REQUIRED FOR UTILITIES INSTALLATION SHALL BE PERFORMED IN STRICT ACCORDANCE ARE NECESSARY TO PERFORM THE PROPOSED WORK. WITH CITY, COUNTY, AND/OR APPROPRIATE GOVERNING AGENCY STANDARDS AND SPECIFICATIONS. 4. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS AT AND ADJACENT TO THE JOB SITE INCLUDING THE SAFETY 44. THE APPROVAL OF THIS PLAN SHALL IN NO WAY GRANT PERMISSION FOR THE CONTRACTOR TO TRESPASS ON OFF -SITE PROPERTIES. OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND MUST COMPLY WITH OSHA REGULATIONS. 45. THE APPROVAL OF THESE PLANS SHALL IN NO WAY RELIEVE THE CONTRACTOR OF COMPLYING WITH OTHER APPLICABLE LOCAL, STATE, AND FEDERAL REQUIREMENTS. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER/DEVELOPER AND ENGINEER OF ANY PROBLEM CONFORMING TO THE APPROVED PLANS FOR ANY ELEMENT OF THE PROPOSED IMPROVEMENTS PRIOR TO ITS CONSTRUCTION. 46. THESE PLANS MAKE NO REPRESENTATION AS TO THE SUBSURFACE CONDITIONS AND THE PRESENCE OF SUBSURFACE WATER OR THE NEED FOR SUBSURFACE DRAINAGE FACILITIES. 6. THE CONTRACTOR SHALL REPAIR ANY EXCAVATIONS OR PAVEMENT FAILURES CAUSED BY HIS/HER CONSTRUCTION. 47. THE CONTRACTOR IS RESPONSIBLE FOR ARRANGING ALL NECESSARY INSPECTIONS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF ALL MATERIALS WITHIN DEDICATED RIGHT-OF-WAY AND ALL MATERIALS AND WORKMANSHIP SHALL MEET THE ROADWAY DESIGN AND CONSTRUCTION STANDARDS OF THE APPROPRIATE GOVERNING AGENCY. 48. EMERGENCY VEHICLE ACCESS SHALL BE MAINTAINED DURING ALL PHASES OF CONSTRUCTION. 8. THE CONTRACTOR SHALL NOTIFY THE LOCAL JURISDICTION AT LEAST 24 HOURS PRIOR TO THE START OF CONSTRUCTION. THE APPROPRIATE FIRE 49. ALL FINISHED GRADING, SEEDING, SODDING OR PAVING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF WATER. DEPARTMENT SHALL BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE OF ANY STREET CLOSURES AND IN THE EVENT THAT ANY FIRE HYDRANTS ARE TO BE TEMPORARILY REMOVED FROM SERVICE. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR PROVIDING AT LEAST 48 HOURS ADVANCED 50. THE ENGINEER SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, NOTICE OF ANY NEED TO SHUT DOWN ANY PORTION OF THE EXISTING WATER SYSTEM AND FOR OBSERVATIONS AND/OR INSPECTIONS REQUIRED. TECHNIQUES, SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK SHOWN ON THESE PLANS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S SCHEDULES OR FAILURE TO CARRY OUT THE WORK. THE ENGINEER IS NOT 9. THE CONTRACTOR SHALL PROVIDE ALL SIGNS, BARRICADES, FLAGMEN, LIGHTS OR OTHER DEVICES NECESSARY FOR SAFE TRAFFIC CONTROL IN RESPONSIBLE FOR ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS, OR THEIR AGENTS OR EMPLOYEES, OR OF ANY OTHER PERSONS ACCORDANCE WITH THE CURRENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND AS MODIFIED BY THE COLORADO PERFORMING PORTIONS OF THE WORK. SUPPLEMENT TO THE MUTCD. A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE APPROPRIATE GOVERNING AGENCY PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMIT FOR WORK WITHIN THE RIGHT-OF-WAY. 51. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DIGGING OF TEST HOLES PRIOR TO BEGINNING OF ANY CONSTRUCTION ON THE PROJECT. IF CONFLICTS ARE DISCOVERED AS A RESULT OF TEST HOLE FINDINGS, NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY. 10. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO AT 1-800-922-1987 AT LEAST 2 BUSINESS DAYS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH ANY AFFECTED UTILITY COMPANY. 52. EXCAVATION SUPPORT SYSTEMS SHALL CONFORM TO THE PROVISIONS OF OSHA CONSTRUCTION STANDARD 29 CFR PART 1926 SUBPART P, OR CURRENT EDITION. 11. THE CONTRACTOR SHALL OBTAIN COPIES OF THE "SOILS AND INVESTIGATION" REPORT FROM GEOTECHNICAL ENGINEER ALONG WITH THE "PAVEMENT THICKNESS DESIGN REPORT". THE CONTRACTOR MUST HAVE COPIES OF SAME ON THE SITE AT ALL TIMES. 53. AT LOCATIONS WHERE THE FINAL SURFACE COURSE OF ASPHALT PAVEMENT IS TO BE FEATHERED INTO THE EXISTING SURFACE COURSE, THE EXISTING SURFACE COURSE IS TO BE SCABBLED TO A MINIMUM DEPTH OF 1" AND A TACK COAT APPLIED PRIOR TO FINAL PAVING TO INSURE A 12. THE CONTRACTOR IS REQUIRED TO PROVIDE AS -CONSTRUCTED HORIZONTAL AND VERTICAL CONSTRUCTION INFORMATION, INCLUDING THE LOCATIONS SMOOTH, WELL BONDED JOINT. OF ALL SANITARY LINES AND SERVICES, WATER LINES AND SERVICES, AND OTHER UTILITY LINES AND SERVICES TO THE ENGINEER FOR PREPARATION OF AS -BUILT DOCUMENTS. 54. ANY NEW PAVEMENT OPENED TO TRAFFIC SHALL RECEIVE A TACK COAT PRIOR TO PLACEMENT OF ANY OVERLYING ASPHALT COURSE. 13. LIMITS OF CONSTRUCTION EASEMENTS AND RIGHTS -OF -WAY SHALL BE DELINEATED WITH TEMPORARY STAKING BY THE CONTRACTOR. SAFETY FENCING 55. ALL SIDEWALKS TO BE 4" THICK CONCRETE UNLESS OTHERWISE SHOWN ON THE PLAN. SHALL BE PER APPROPRIATE GOVERNING AGENCY. 56. ALL DEMOLITION SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE APPROPRIATE GOVERNING AGENCY. 14. WHERE EXCAVATION IS REQUIRED UNDER EXISTING ASPHALT OR CONCRETE PAVEMENT, THE EXISTING PAVEMENT SHALL BE SAW CUT IN A MANNER TO EFFECT A SMOOTH, STRAIGHT -CUT EDGE. ASPHALT PATCH SHALL BE PER APPROPRIATE GOVERNING AGENCY STANDARDS. 57. ALL APPLICABLE EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO COMMENCING DEMOLITION. 15. REFER TO FINAL RECORDED PLAT FOR ACTUAL LOT, TRACT, PARCEL, AND EASEMENT LOCATIONS AND DESIGNATIONS. 58. ITEMS SHOWN TO BE RELOCATED SHALL BE CAREFULLY REMOVED AND STORED BY THE CONTRACTOR UNTIL SUCH TIME AS THEY CAN BE PLACED IN THEIR NEW LOCATION. CONTRACTOR SHALL VERIFY THESE ITEMS WITH THE OWNER, PRIOR TO CONSTRUCTION. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF ALL MATERIALS WITHIN DEDICATED RIGHT-OF-WAYS AND ALL MATERIALS AND WORKMANSHIP SHALL MEET THE ROADWAY DESIGN AND CONSTRUCTION STANDARDS OF THE APPROPRIATE GOVERNING AGENCY. 59. CONTRACTOR SHALL COORDINATE REMOVAL OR RELOCATION OF ALL EXISTING UNDERGROUND AND OVERHEAD ELECTRICAL, TELEPHONE AND CABLE TV LINES AND REMOVAL OF UTILITY POLES, PEDESTALS AND TRANSFORMERS WITH UTILITY COMPANIES AND WITH DEVELOPER PRIOR TO DEMOLITION. 17. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY TO THE PROJECT WORK SITE (SEE THE EROSION CONTROL PLAN). THE CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY (IF APPLICABLE) TO COMPLETE THE CONSTRUCTION AND SHALL COMPLY WITH ALL LOCAL, STATE AND 60. CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTMENTS AND/OR RECONSTRUCTION OF ALL UTILITY COVER (MANHOLE FRAMES AND COVERS, VALVE FEDERAL REGULATIONS. BOX COVERS, ETC.) TO MATCH THE FINISHED GRADES OF THE AREAS EFFECTED BY THE CONSTRUCTION. 18. WATER WILL BE PROVIDED BY THE CONTRACTOR TO KEEP WIND EROSION IN CHECK. USE OF WATER AS A DUST PREVENTATIVE SHALL NOT BE PAID 61. THE CONTRACTOR MUST HAVE THE APPROVED CONSTRUCTION DRAWINGS IN POSSESSION PRIOR TO THE START OF CONSTRUCTION. AT LEAST ONE (1) FOR SEPARATELY, BUT INCLUDED IN THE COST OF THE WORK. COPY OF THE APPROVED PLANS, WITH REVISIONS, MUST BE KEPT ON -SITE AT ALL TIMES. 19. ANY SETTLEMENT OR SOIL ACCUMULATIONS BEYOND THE PROPERTY LIMITS DUE TO GRADING OR EROSION SHALL BE REPAIRED IMMEDIATELY BY THE 62. ALL HANDICAP RAMPS SHALL BE BUILT IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE APPROPRIATE GOVERNING AGENCY STANDARDS, CONTRACTOR. CDOT STANDARDS, AND CURRENT ADA REQUIREMENTS. 20. ANY CONSTRUCTION DEBRIS OR MUD TRACKING IN THE PUBLIC RIGHT-OF-WAY RESULTING FROM THIS DEVELOPMENT SHALL BE REMOVED IMMEDIATELY 63. THE STORM DRAIN, STORMWATER MANAGEMENT AND WATER QUALITY FACILITIES MUST BE MAINTAINED BY THE CONTRACTOR UNTIL SUCH TIME AS BY THE CONTRACTOR. THE CONTRACTOR SHALL IMMEDIATELY FIX ANY EXCAVATIONS OR PAVEMENT FAILURES CAUSED BY THE DEVELOPMENT AND THEY ARE NOT ONLY 100% COMPLETE , BUT ALSO THAT 100% OF THE DRAINAGE AREA TO EACH FACILITY IS PERMANENTLY STABILIZED. SEED AND SHALL PROPERLY BARRICADE THE SITE UNTIL CLEAN UP OR REPAIR IS COMPLETE. MULCH DOES NOT CONSTITUTE STABILIZATION IN TERMS OF THE CONTRACTOR MAINTENANCE OF THE STORM DRAIN STORMWATER MANAGEMENT AND WATER QUALITY FACILITIES. ALL STORM DRAIN, STORMWATER MANAGEMENT AND WATER QUALITY FACILITIES SHALL BE TURNED OVER TO THE OWNER 21. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO GRADE STREET CORES, RIGHT-OF-WAY TEMPLATES, AND LOTS ACCORDING TO GRADING COMPLETELY CLEAN AND FREE FROM ANY CONSTRUCTION RELATED SEDIMENT OR DEBRIS. INSTRUCTIONS SHOWN ON PLANS. 64. THE CONTRACTOR IS RESPONSIBLE FOR INSURING THAT ALL ADA ACCESSIBLE SIDEWALKS MAINTAIN SLOPES NOT TO EXCEED 5% LONGITUDINALLY AND 22. STREET CONTOURS SHOWN AT PROPOSED STREET LOCATIONS REPRESENT FINISHED GRADE ELEVATION TO TOP OF ASPHALT. 2% CROSS SLOPES. SLOPES AT ACCESSIBLE PARKING SPACES AND ACCESS AISLE SHALL BE A MAXIMUM OF 2%, AND THE MANEUVERING CLEARANCE AT EXTERIOR ENTRANCES SHALL HAVE A MAXIMUM SLOPE OF 2%. 23. COMPACTION FILL MATERIAL SHALL BE COMPACTED ACCORDING TO THE APPROPRIATE GOVERNING AGENCY REGULATIONS AND THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 65. DURING CONSTRUCTION, NO TEMPORARY CONNECTIONS TO FIRE HYDRANTS MAY BE MADE WITHOUT THE EXPRESS AUTHORIZATION OF THE UTILITY OWNER. 24. TOLERANCE ROUGH GRADING: TOLERANCE SHALL BE +/- 0.1 FEET. 25. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAKE SURE ALL APPROPRIATE PERMITS FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY HAVE BEEN OBTAINED PRIOR TO GRADING. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ALL TEMPORARY WATER DIVERSION/CONTROL DEVICES AND EROSION CONTROL DEVICES NECESSARY TO PROTECT ADJACENT PROPERTIES, WATERWAYS AND PUBLIC RIGHT-OF-WAY. CONTRACTOR IS RESPONSIBLE FOR THE MAINTENANCE OF SAID DEVICES THROUGHOUT CONSTRUCTION AND UNTIL THE PERMANENT GENERAL EROSION CONTROL NOTES PROTECTION NECESSARY HAS BEEN COMPLETED. 1. THE CONTRACTOR SHALL REMOVE ALL SEDIMENT, MUD AND CONSTRUCTION DEBRIS THAT MAY ACCUMULATE IN THE FLOWLINES AND PUBLIC 26. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN THE MOST CURRENT APPROVED ARCHITECTURAL/ RIGHTS -OF -WAY OF THE APPROPRIATE GOVERNING AGENCY AS A RESULT OF THIS CONSTRUCTION PROJECT. SAID REMOVAL SHALL BE CONDUCTED IN MECHANICAL/ELECTRICAL/PLUMBING/STRUCTURAL PLANS AND COORDINATE SAME WITH THE SITE PLAN, PRIOR TO BEGINNING CONSTRUCTION A TIMELY MANNER. OPERATIONS. 2. THE CONTRACTOR SHALL PREVENT SEDIMENT, DEBRIS AND ALL OTHER POLLUTANTS FROM ENTERING THE STORM SEWER SYSTEM DURING ALL 27. WHEN DURING THE COURSE OF CONSTRUCTION, ANY OBJECT OF AN UNUSUAL NATURE IS ENCOUNTERED, THE CONTRACTOR SHALL CEASE WORK IN DEMOLITION AND CONSTRUCTION OPERATIONS THAT ARE A PART OF THIS PROJECT. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR REMEDIATION THAT AREA AND IMMEDIATELY NOTIFY THE OWNER, APPROPRIATE GOVERNING AGENCY, AND/OR THE ARCHITECT/ENGINEER. OF ANY ADVERSE IMPACTS TO ADJACENT WATERWAYS, WETLANDS, ETC., RESULTING FROM WORK DONE AS A PART OF THIS PROJECT. 28. THE EXISTING UNDERGROUND UTILITIES SHOW HEREON ARE BASED UPON AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 3. ALL DISTURBED AREAS MUST BE HYDRO -MULCHED W/ TACKIFIER AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE NOT OTHERWISE DETERMINING THE EXACT LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK AND FOR ANY DAMAGES WHICH OCCUR BY HIS FAILURE TO LOCATE PERMANENTLY STABILIZED. OR PRESERVE THESE UNDERGROUND UTILITIES. IF DURING CONSTRUCTION OPERATIONS THE CONTRACTOR SHOULD ENCOUNTER UTILITIES OTHER THAN IN THOSE SHOWN ON THE PLANS, HE SHALL IMMEDIATELY NOTIFY THE ENGINEER AND TAKE NECESSARY AND PROPER STEPS TO PROTECT THE 4. THE CONTRACTOR SHALL INSURE THAT ALL LOADS OF CUT AND FILL MATERIAL IMPORTED TO OR EXPORTED FROM THIS SITE SHALL BE PROPERLY FACILITY AND ASSURE THE CONTINUANCE OF SERVICE. COVERED TO PREVENT LOSS OF THE MATERIAL DURING TRANSPORT ON PUBLIC RIGHTS -OF -WAY. 29. ALL STEPS WITH THREE OR MORE RISERS SHALL HAVE HAND RAILS, PER LOCAL CODE. 5. THE USE OF REBAR, STEEL STAKES, OR STEEL FENCE POSTS TO STAKE DOWN STRAW OR HAY BALES; OR TO SUPPORT SILT FENCE USED AS AN EROSION CONTROL MEASURE; IS PROHIBITED. THE USE OF OSHA APPROVED COLORED WARNING CAPS ON REBAR OR FENCE POSTS USED WITH 30. A SMOOTH GRADE SHALL BE MAINTAINED FROM THE CENTERLINE OF EXISTING ROAD TO PROPOSED CURB AND GUTTER AND/OR PROPOSED EDGE OF EROSION CONTROL MEASURES IS NOT ACCEPTABLE. PAVEMENT TO PRECLUDE THE FORMING OF FALSE GUTTERS AND/OR THE PONDING OF ANY WATER IN THE ROADWAY. REMOVE AND RECONSTRUCT EXISTING PAVEMENT AND/OR CURB AS DICTATED BY FIELD CONDITIONS TO PROVIDE POSITIVE DRAINAGE AT TIE -IN -POINTS. 6. IF STOCKPILES ARE LOCATED WITHIN 100 FEET OF A DRAINAGE WAY, ADDITIONAL SEDIMENT CONTROLS SUCH AS TEMPORARY DIKES OR SILT FENCE SHALL BE REQUIRED. 31. OVERLAY OF EXISTING PAVEMENT SHALL BE MINIMUM OF 1 1/2 INCH DEPTH; ANY COST ASSOCIATED WITH PAVEMENT OVERLAY, OR THE MILLING OF 7 APPROVED EROSION AND SEDIMENT CONTROL "BEST MANAGEMENT PRACTICES" SHALL BE MAINTAINED AND KEPT IN GOOD REPAIR FOR THE DURATION EXISTING PAVEMENT TO OBTAIN REQUIRED DEPTH, SHALL BE ASSUMED BY THE CONTRACTOR. OF THE PROJECT. AT A MINIMUM, THE CONTRACTOR OR HIS AGENT SHALL INSPECT ALL BMP'S WEEKLY AND AFTER SIGNIFICANT PRECIPITATION 32. ALL RIGHT-OF-WAY DEDICATED FOR PUBLIC USE SHALL BE CLEAR AND UNENCUMBERED. EVENTS. ALL NECESSARY MAINTENANCE AND REPAIR SHALL BE COMPLETED IN A TIMELY MANNER. ACCUMULATED SEDIMENT AND DEBRIS SHALL BE REMOVED FROM A BMP WHEN THE SEDIMENT LEVEL REACHES ONE HALF THE HEIGHT OF THE BMP OR, AT ANY TIME THAT SEDIMENT OR DEBRIS 33. AN AIR QUALITY PERMIT SHALL BE OBTAINED IF REQUIRED. ADVERSELY IMPACTS THE FUNCTION OF THE BMP. A BUILDUP OF EXCESSIVE SEDIMENT OCCURRING IN FLAT AREAS, BEHIND STRAW BALES, AND BEHIND SILT FENCES WILL BE REMOVED PROMPTLY. DISLOCATED STRAW BALES AND COLLAPSED OR TORN SILT FENCES WILL BE IMMEDIATELY 34. ANY LIGHTING SHOWN HEREON IS AS SPECIFIED BY THE CLIENT AND IS INCLUDED FOR INFORMATION PURPOSES ONLY, AS DIRECTED BY THE OWNER REPAIRED. AND/OR PUBLIC AGENCY REQUIREMENTS. BOWMAN CONSULTING GROUP, LTD. HAS NOT PERFORMED THE LIGHTING DESIGN, AND THEREFORE DOES NOT WARRANT AND IS NOT RESPONSIBLE FOR THE DEGREE AND/OR ADEQUACY OF ILLUMINATION ON THIS PROJECT. 8 THE CLEANING OF CEMENT TRUCK DELIVERY CHUTES SHALL OCCUR IN A PREDEFINED CONTAINMENT AREA. THE DISCHARGE OF WATER CONTAINING CEMENT TO THE STORM SEWER SYSTEM IS PROHIBITED. 35. THE CONTRACTOR WILL BE REQUIRED TO NOTIFY ALL RESIDENCES WITHIN VICINITY OF THE PROPERTY BOUNDARY TEN (10) DAYS PRIOR TO ANY 9. EROSION BALES SHALL BE PLACED SUCH THAT RUNOFF WILL NOT FLOW BETWEEN, AROUND OR UNDER BALES. BALES TO BE ANCHORED WITH 2" X 2" BLASTING IN ACCORDANCE WITH THE APPROPRIATE GOVERNING AGENCY REQUIREMENTS. X 3' WOODEN STAKES OR TWO PER BALE. 36. NO BLASTING SHALL BE PERMITTED WITHIN 25' OF EXISTING UTILITY LINES OR STRUCTURES. BLASTING TO BE EXTENDED 25, BEYOND PROPOSED 10. WHEN TEMPORARY SEDIMENT AND EROSION CONTROL MEASURES ARE TO BE REMOVED, ANY SILT AND SEDIMENT DEPOSITS SHALL BE REMOVED AND STRUCTURES IF CONDITIONS WARRANT FUTURE EXTENSIONS. SPREAD EVENLY IN OPEN AREAS. 37. ALL RETAINING WALLS 4' IN HEIGHT AND OVER (MEASURED FROM BOTTOM OF FOOTER TO TOP OF WALL) REQUIRE A SEPARATE BUILDING PERMIT. 11. 12. BEST MANAGEMENT PRACTICES (BMP) DETAILS SHOWN ON THESE PLANS ARE CONCEPTUAL ONLY. ADJUST AS NECESSARY TO FIT FIELD CONDITIONS. 38. THE APPROVAL OF THIS PLAN DOES NOT CONSTITUTE THE APPROVAL OF FUTURE WORK. 13. TEMPORARY SEDIMENT BASINS SHALL BE USED DURING CONSTRUCTION TO CONTAIN ALL RUNOFF FROM THE SITE. IF TRENCH DEWATERING OR GROUND 39. ALL HANDICAPPED SPACES SHALL HAVE AN ABOVE GRADE IDENTIFICATION SIGN MEETING APPROPRIATE GOVERNING AGENCY STANDARDS. WATER REMOVAL IS REQUIRED, THE SEDIMENT POND OR OTHER APPROVED MEANS SHALL BE USED TO DETAIN ALL WATER PUMPED BY THESE OPERATIONS. 40. WHERE A PROPOSED PIPE CROSSES OR PARALLELS A STREET OR DRIVE AISLE, THE ASPHALT SHALL BE NEATLY SAWCUT TO FULL DEPTH. AFTER 14. THE CONTRACTOR SHALL SUBMIT A SCHEDULE OF CONSTRUCTION, GRADING AND LANDSCAPING, INCLUDING THE NAME AND 24 HOUR PHONE NUMBER INSTALLATION OF THE PIPE, THE ROADWAY SHALL BE PATCHED IN ACCORDANCE WITH THE APPROPRIATE GOVERNING AGENCY STANDARDS. OF THE RESPONSIBLE PARTY TO CONTACT REGARDING ANY EROSION OR SEDIMENT PROBLEM TO THE APPROPRIATE GOVERNING AGENCY PRIOR TO BEGINNING ANY CONSTRUCTION. 15. EROSION CONTROL MEASURES TO BE COORDINATED WITH CONSTRUCTION MANAGER. 16. EROSION AND SEDIMENT CONTROL SHALL BE INSTALLED IN ACCORDANCE WITH REGULATIONS OF THE APPROPRIATE GOVERNING AGENCY. 0 01 J cz c O co CD r- LO O czLO U Ir N CDz � o"t Cc a m z .� ( C/) rn co Nt E LL co Ccu O E w J Q (i 0 0 m z lLLJ V UJI C) z Q c/i Q z z_ O J F___ o - U Lu m r1% z o Q 0 � cf)O LLLu o O Q � O Q z J Q Lu z Lu 0 PRELIMINARY DO NOT USE FOR C0 T y� f " It 0GINS � W EL . , ..IL PLAN STATUS -9-22 11ST SUBMISSION DATE DESCRIPTION RG DESIGN RG DRAWN CHKD SCALE H: 1 " = 30' V: N/A OB No. TSD-058-011 DATE FEBRUARY 9, 2022 -ILE No. SHEET C 1 .1 Cad file name: P:\058-Rhetson Companies\011-DG- Plans\Construction Documents\058-011-NTS.dwq