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HomeMy WebLinkAboutD18-0003_Approved Plans_1532622119.pdf do OF d• t.,:......Are. zrshmli! 1 .1 C CONSTRUCTION .4- 0,4cw.e? Jrg0710-- 0"/26118 FOR >_m SOLAR VAIL APARTMENTS TOWN OF VAIL Z O (7) w D_ PROJECT CONTACTS: EAGLE COUNTY ., STATE OF COLORADO OWNER UTILITY CONTACTS: SECTION 4, TOWNSHIPS SOUTH SONNENALP RESORT OF VAIL RANGE 85 WEST OF THE 6TH PRINCIPAL MERIDIAN CONTACT: JOHANNES FAESSLER GAS UTILITY o 20 VAIL ROAD XCEL ENERGY VAIL, CO 81657 CONTACT: BRITT MACE 0 970-479-5444 200 W. 6TH ST. VAI LIF A All T CI ____ Z PO BOX 1819 I I it itti N wARCHITECT SILVERTHORNE,CO 80498 8 I z � z GPSL ARCHITECTS (970)262-4032 H 5 CONTACT: HENRY PRATT ATIONAL FORE .- T .= 0 rw 953 S. FRONTAGE RD., STE. 230 ELECTRIC UTILITY Sheet e e` List Table I e z 0.. ., VAIL, CO 81657 HOLY CROSS ENERGY RESUBDIVISIO 1 OT 7, W H I T E R I V E R N A T I O N A L F O R Z 970-476-1147 CONTACT: JEFF VROOM -LOCK 2, VAIL, '• • PATCH Sheet Number Sheet Title = U 3799 Hwy 82 � . C-01 CIVIL COVER SHEET L ' 3oW LANDSCAPE ARCHITECT PO BOX 2150 PROJ E CT 0 DENNIS ANDERSON NC. GLENWOOD SPRINGS, CO 81602 C-02 CIVIL GENERAL NOTES ASSOC.,' 0 ATO P A T Z Z Hyo CONTACT: DENNIS ANDERSON 970-947-5425 i SITE„ Q., oPO BOX 1387 C-03 EXISTING CONDITIONSii) as o W� w EDWARDS, CO 81632 WATER&SEWER o C L U B ,bFLING / ,_ w - C-04 DEMOLITION PLAN a Z �wEAGLE RIVER WATER& SANITATION DISTRICT _CIVIL ENGINEER CONTACT: TUG BIRK *4J • ND0MINIUMS C-05 SITE PLAN W WQINTER-MOUNTAIN ENGINEERING 846 FOREST RD I S `1 "1-1 a CONTACT: BRAD STEMPIHAR, PE VAIL, CO 81657 • s."r` '° C-06 GRADING AND DRAINAGE PLAN -°'\Ill ,� . 30 BENCHMARK RD. STE, 216 (970)477-5449 . le 1 pi G , G U Q °o AVON, Co 81620 C-07 STORMSEWER PLAN AND PROFILE 970-949-5072 TELEPHONE UTILITY 1740, 01111 , , , • 0ior VAIL / L • S H E o� � FIRSTF ILIN G C-08 EROSION CONTROL PLANCENTURY LINK � _ _ NMEP ENGINEER CONTACT: KELLY McCLERNON ,� htiN P 0 ' ipp , E'S' "S'EA°°""`-- C-O9 UTILITY PLANo N kg Nv 13, C BG BUILDING WORKS, INC. 401 SAWATCH RD. _ �, �, ° N CONTACT: JESSICA HALL, PE PO BOX 570 � _ _ _ N S .HEAD, FIR' FI NG v A , 111110-issteam._ C-10 UTILITY PLAN AND PROFILES . .c 222 CHAPEL PLACE UNIT AC-201 EAGLE CO 81631 � � U L AVON C081620 r — ��� nomC-11 TYPICAL DETAILS-1 _970-328-8288 C °5 � wriiimpirr G Q `� ooL 970-949-6108 \ T 74116411111111 TELEPHONE UTILITY O o U C-12 TYPICAL DETAILS-2 � �= w . c .-_,, C STRUCTURAL ENGINEER COMCAST CABLE '• rqt �'"" Q °o o 0 JVA, INC CONTACT: MICHAEL JOHNSON ellIlkdf, �,,• -� � �'° I a `kill ' • D C-13 TYPICAL DETAILS-3 1— N C N C L C 3 �� � O w 1319 SPRUCE STREET 201 ASPEN AIRPORT BUSINESS CENTER . E 2N• / wow. C-14 TYPICAL DETAILS-4 0 `_cL ° BOULDER, CO 80302 ASPEN, CO 81611 VA�� °L 303-444-1951 970-930-4713 +Y "0. ° �� 010.4 C-15 TYPICAL DETAILS-5 °" C ° V ' !** 7.10""- r O N if 1111 CL 10 vs GEOTECHNICAL ENGINEER RIGHT-OF WAY C-16 TYPICAL DETAILS-6 Q -0 o o N N o HP-KUMAR COLORADO DEPARTMENT OF TRANSPORTATION iiiilli V AIII V L e .■'. w a N N �, Ez O- 3 U NCONTACT: STEVEN PAWLAK, PE CONTACT: DAN ROUSSIN --� 11111111111111% ���■ ������ � 5020 COUNTY ROAD 154 222 S. 6TH ST., RM 100 .15- 2 ,-. 0 �O ° a, UO N C GLENWOOD SPRINGS, CO 81601 GRAND JUNCTION, CO 81501j �T 19 w C'N 970-945-7988 970 683-6284 V _C _JL T _T Y MAP E FEm� o o+-° �, 3 SCALE 1" = 500' ° o i—C ° c 0/ o FIRE PROTECTION ENGINEER N N 2 O T 6,� VERITAS FIRE ENGINEERING J 12365 W.AALMEDA PARKWAY, STE. 135 LAKEWOOD, CO 80228 303-985-3300 GOVERNING AUTHORITY TOWN OF VAIL 75 S. FRONTAGE RD. I— VAIL, CO 81657 W 970-479-2100 W w O co 1,2 Qec CC Q I- o W o0 > J ff O 0 > . J 0 ,,, g J J o o 'n 0 DESIGNED BY: BPS DRAWN BY: BPS -:.16 ‘‘‘+6 ‘ CHECKED BY: JMS i •.-4•::•• eal DATE ISSUED: 3/26/2018 FOR BURIED UTIUTY INFORMATION , •'ei �►_. o • lI THREE (3) BUSINESS DAYSPROJECT N0. 811 ® BEFORE YOU DIG ISSUED FOR PERMIT ' „Q- CALL 811(a 1-800-922-1987) � 17-0066 ftlilli CENTER OF COLORADO(UNCC) 1,1`U ••••• �\ www.uncc.org ``.... A c' i SHEET N0. si _ C-01 0 CIF go „r„,740* M. GENERAL CONSTRUCTION NOTES: THAT THE BMP FUNCTIONALITY IS ADVERSELY IMPACTED. ALL NECESSARY 57. OVERSIZED BOULDERS (ROCK EXCAVATION - AS DEFINED IN CDOT SPECIFICATIONS b 18. A TRAFFIC CONTROL PLAN MUST BE PREPARED BY AN AMERICAN TRAFFIC SAFETY MAINTENANCE AND REPAIR SHALL BE COMPLETED WITHIN 48 HOURS OF 203.02D) ENCOUNTERED DURING THE WORK SHALL BE REMOVED AND STOCKPILED IN -r ea 1. THE CONTRACTOR SHALL CONFORM TO ALL TOWN OF VAIL AND COLORADO SERVICE ASSOCIATION (ATSSA), CERTIFIED INDIVIDUAL OR A PROFESSIONAL TRAFFIC IDENTIFICATION, UNLESS OTHERWISE AGREED UPON. TEMPORARY CONTROL STRUCTURES LOCATIONS ACROSS THE SITE AS DESIGNATED BY THE OWNER. NO EXTRA PAYMENT DEPARTMENT OF TRANSPORTATION (CDOT) CODES, REGULATIONS AND STIPULATIONS ENGINEER, CONSISTENT WITH THE MUTCD AND APPROVED BY CDOT AND THE LOCAL SHALL BE REMOVED AFTER VEGETATION HAS BEEN 70% ESTABLISHED OR WITHIN A WILL BE DUE FOR THIS ITEM OF WORK, UNLESS OTHERWISE STATED IN THE CONTRACT 1.126/18 WHILE ACCESSING THROUGH OR WORKING ON SITE. ISSUING AUTHORITY (7) DAYS PRIOR TO ANY CONSTRUCTION WITHIN THE REASONABLE TIMEFRAME AFTER CONSTRUCTION COMPLETION. DOCUMENTS. RIGHT-OF-WAY. CONTRACTOR IS RESPONSIBLE TO PROVIDE THE TRAFFIC CONTROL 2. ACCESS CONSTRUCTION WITHIN HIGHWAY ROW AND ALL HIGHWAY IMPROVEMENTS PLAN. 39. CONTRACTOR SHALL LIMIT ALL CONSTRUCTION ACTIVITIES, INCLUDING EQUIPMENT AND 58. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OF ANY EXISTING SHALL COMPLY WITH THE CDOT ACCESS PERMIT NO. AND THE NOTICE TO MATERIAL STORAGE, TO WITHIN THE PROPERTY CONSTRUCTION LIMITS OF DISTURBANCE MATERIALS THAT ARE DAMAGED DURING CONSTRUCTION WITHIN THE LIMITS OF PROCEED (NTP). THE PERMIT IS CONSIDERED PART OF THESE PLANS AND 19. THE CONTRACTOR SHALL DESIGNATE A CERTIFIED TRAFFIC CONTROL SUPERVISOR (TCS) (UNLESS OTHERWISE AGREED UPON WITH THE NEIGHBORING PROPERTY OWNER), CONSTRUCTION OR IN THE VICINITY OF THE LIMITS OF CONSTRUCTION, AT NO SPECIFICATIONS. A COPY OF THE PERMIT AND NTP SHALL BE AVAILABLE ON THE TO MANAGE CONSTRUCTION SIGNAGE AND SAFETY OF OPERATIONS DURING ACTIVITIES EXCEPT AS LIMITED BY WETLAND BOUNDARIES AND OTHER SITE FACTORS. ADDITIONAL ADDITIONAL COST TO THE OWNER. CONSTRUCTION SITE AT ALL TIMES. FAILURE TO COMPLY WITH THIS OR ANY OTHER WITHIN CDOT RIGHT-OF-WAY. THE TCS SHALL BE AVAILABLE WHENEVER WORK IS IN AREAS REQUIRED BY THE CONTRACTOR FOR STORAGE, STAGING, OR ANY OTHER CONSTRUCTION REQUIREMENT MAY RESULT IN THE IMMEDIATE SUSPENSION OF WORK PROGRESS. FUNCTIONS SHALL BE OBTAINED BY THE CONTRACTOR WITH NO ADDITIONAL COST TO 59. UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED m BY ORDER OF THE DEPARTMENT INSPECTOR OR THE ISSUING AUTHORITY. THE THE OWNER. ANY DISTURBANCE BEYOND THESE LIMITS SHALL BE RESTORED BY THE TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED BEFORE CONTRACTOR SHALL NOTIFY CDOT AT LEAST 48 HOURS PRIOR TO COMMENCING 20. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGMEN OR CONTRACTOR AT THEIR OWN EXPENSE, INCLUDING REGRADING, SEEDING AND MULCHING CONSTRUCTION, OR TO THE GRADES AND CONDITION AS REQUIRED BY THESE PLANS. CONSTRUCTION WITHIN THE STATE HIGHWAY RIGHT-OF-WAY. OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY IN ACCORDANCE WITH TO THE SATISFACTION OF THE OWNER AND LAND OWNER. CONSTRUCTION ACTIVITY IN THE CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), INCLUDING ADDITION TO NORMAL CONSTRUCTION PROCEDURE SHALL INCLUDE THE PARKING OF 60. AFTER ACCEPTANCE BY CDOT AND THE TOWN OF VAIL, PUBLIC IMPROVEMENTS 3. THE CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE OWNER, THE STATE OF COLORADO AMENDMENTS. THE CONTRACTOR WILL BE RESPONSIBLE FOR VEHICLES OR EQUIPMENT, DISPOSAL OF LITTER AND ANY OTHER ACTION WHICH WOULD DEPICTED IN THESE PLANS SHALL BE GUARANTEED TO BE FREE FROM MATERIAL AND ARCHITECT, ENGINEER, CDOT, UTILITY PROVIDERS, AND TOWN OF VAIL AT LEAST 48 ALL CONSTRUCTION ZONE TRAFFIC CONTROL. ALTER THE EXISTING CONDITIONS. WORKMANSHIP DEFECTS FOR A MINIMUM PERIOD OF TWO (2) YEARS FROM THE DATE HOURS PRIOR TO THE START OF CONSTRUCTION. NO CONSTRUCTION WILL BE OF ACCEPTANCE, UNLESS OTHERWISE AGREED UPON IN THE CONTRACT DOCUMENTS. z PERMITTED PRIOR TO THE PRE-CONSTRUCTION MEETING. THE CONTRACTOR SHALL 21. DURING ACCESS CONSTRUCTION NO CONSTRUCTION PERSONNEL VEHICLES WILL BE 40. THE CONTRACTOR SHALL TAKE ALL APPROPRIATE PRECAUTIONS TO SIGNIFICANTLY o NOTIFY THE OWNER A MINIMUM OF 48 HOURS AND A MAXIMUM OF 96 HOURS PRIOR PERMITTED TO PARK IN THE STATE HIGHWAY RIGHT-OF-WAY. REDUCE ANY POTENTIAL POLLUTION CAUSED BY THEIR ACTIVITIES, INCLUDING VEHICLE 61. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT AND PRESERVE ALL > TO STARTING CONSTRUCTION. FUELING, STORAGE OF FERTILIZERS OR CHEMICALS, ETC. THE CONTRACTOR SHALL TREES, BUSHES, SHRUBS AND COVER IN A MANNER ACCEPTABLE TO THE OWNER. ct 22. THE CONTRACTOR IS WARNED THAT CONFLICTS WITH EXISTING UTILITY SERVICES MAY HAVE IDENTIFIED PROCEDURES FOR HANDLING POTENTIAL POLLUTANTS AND HAVE ALL AREAS OF TOWN OF VAIL RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION 4. THE CONTRACTOR SHALL NOTIFY THE TOWN OF VAIL CONSTRUCTION INSPECTOR EXIST. PRIOR TO BEGINNING ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT IDENTIFIED SPILL PREVENTION AND RESPONSE PROCEDURES PRIOR TO ANY ACTIVITIES SHALL BE WELL GRADED TO DRAIN, COVERED WITH A MINIMUM OF 4-INCHES OF TOP (970-479-2198) 72 HOURS PRIOR TO THE START OF ANY CONSTRUCTION. IF WORK THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 811 OR AT THE PROJECT SITE. SOIL, FERTILIZED, MULCHED AND RE-SEEDED ACCORDING TO THE TOWN OF VAIL'S IS SUSPENDED FOR ANY PERIOD OF TIME AFTER INITIAL START-UP, THE CONTRACTOR 1-800-922-1987 FOR UTILITY LINE LOCATIONS AT LEAST THREE (3) BUSINESS DAYS, STANDARD SPECIFICATIONS. SHALL NOTIFY THE TOWN OF VAIL OF REASON FOR SUSPENSION AND ESTIMATED TIME NOT INCLUDING THE DAY OF ACTUAL NOTIFICATION, PRIOR TO ANY EXCAVATION 41. IF ANY GROUNDWATER IS ENCOUNTERED, CONTRACTOR SHALL IMMEDIATELY CONTACT OF SUSPENSION. CONTRACTOR SHALL NOTIFY THE TOWN OF VAIL 72 HOURS PRIOR THE OWNER AND GEOTECHNICAL ENGINEER. WORK SHALL BE HALTED UNTIL THE 62. CONTRACTOR SHALL MAINTAIN ACCESS TO FIRE DEPARTMENT HYDRANTS AND TO RESTART OF CONSTRUCTION. ACTIVITIES. CONTRACTOR SHALL THEN LOCATE ALL UTILITIES (INCLUDING DEPTH BY CONTRACTOR OBTAINS A CDPHE CONSTRUCTION DEWATERING PERMIT. CONNECTIONS SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION UNLESS OTHERWISE POTHOLING) WITHIN THE PROJECT LIMITS AT THEIR OWN EXPENSE. ANY CONFLICTS APPROVED BY THE TOWN OF VAIL FIRE DEPARTMENT. 5. THE CONTRACTOR SHALL NOTIFY THE TOWN OF VAIL ENVIRONMENTAL HEALTH WITH THE PROPOSED CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE 42. A STORMWATER MANAGEMENT PLAN (SWMP) IS REQUIRED BY THE COLORADO ENGINEER IMMEDIATELY SO THAT INFRASTRUCTURE, PIPELINE, OR GRADE CHANGES CAN W INSPECTOR (970-479-2333) AT LEAST 2 WORKING DAYS PRIOR TO THE START OF DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENTAL (CDPHE) WATER QUALITY 63. ALL ASPHALT PAVING SHALL MEET CDOT SX GRADING AND THE DESIGN BASED ON A a BE MADE TO POTENTIALLY ELIMINATE ANY CONFLICTS WITH THESE EXISTING UTILITIES. o ANY EARTH DISTURBING ACTIVITY, OR CONSTRUCTION ON ANY AND ALL PUBLIC CONTROL DIVISION (WQCD) CDPHE-WQCD FOR ANY CONSTRUCTION ACTIVITIES THAT 75 GYRATION MIX OR OTHER APPROVED MIX DESIGNED BY A QUALIFIED ENGINEER. ALL WHERE CONFLICTS EXIST BETWEEN NECESSARY CONSTRUCTION ACTIVITIES AND IMPROVEMENTS. INCLUDE ONE (1) ACRE OF MORE OF CONSTRUCTION ACTIVITY DISTURBANCE. PAVING SHALL BE 4" (2-LIFTS) PG 58-28 OVER 6" CDOT CLASS-6 ROAD BASE EXISTING UTILITIES IN THOINION OF THE COETATOR, ENGINEER, AND RESPECTIVE CONTRACTOR SHALL BE RESPONSIBLE TO PREPARE AND SUBMIT A SWMP. COMPACTED TO 95% STANDARD PROCTOR, UNLESS OTHERWISE NOTED ON THE z 6. WORKING HOURS SHALL BE IN COMPLIANCE WITH THE DEPARTMENT AND TOWN OF UTILITY OWWNER, AFFECTEDD UTTILITIES WILL BE RELOOCAATED BY THE UTILITY OWNER AT CONSTRUCTION PLANS. CONTRACTOR TO SUBMIT MIX DESIGNS TO ENGINEER PRIOR TO VAIL. NO WORK WILL BE ALLOWED AT NIGHT, SATURDAYS, SUNDAYS OR LEGAL THEIR COST* (*SUBJECT TO UTILITY COMPANY DISCRETION). 43. ALL DISCHARGES ARE SUBJECT TO THE PROVISIONS OF THE COLORADO WATER START OF CONSTRUCTION. �, HOLIDAYS WITHOUT PRIOR AUTHORIZATION FROM THE CDOT DEPARTMENT. THE QUALITY ACT AND THE COLORADO DISCHARGE PERMIT REGULATIONS. PROHIBITED N z 23. OWNER AND ENGINEER ASSUME NO RESPONSIBILITY FOR UTILITY LOCATIONS. F, z DEPARTMENT MAY ALSO RESTRICT WORK WITHIN THE STATE HIGHWAY RIGHT-OF-WAY DISCHARGES INCLUDE SUBSTANCES SUCH AS: WASH WATER, PAINT, AUTOMOTIVE 64. ALL CONCRETE PAVING SHALL MEET CDOT CLASS D-ASTM C150 TYPE II, 4,500 LOCATIONS SHOWN ON THE PLANS ARE PLOTTED FROM THE BEST AVAILABLEy DURING ADVERSE WEATHER CONDITIONS. FLUIDS, SOLVENTS, OILS OR SOAPS, ANY OTHER DISCHARGES, INCLUDING STORM MINIMUM COMPRESSIVE STRENGTH UNLESS OTHERWISE NOTED ON THE CONSTRUCTION INFORMATION, BUT MAY NOT BE ADEQUATE FOR THE PURPOSE OF CONSTRUCTION. L' WATER DISCHARGES FROM INDUSTRIAL FACILITY OR CONSTRUCTION SITES, MAY PLANS. CONTRACT TO SUBMIT MIX DESIGN TO ENGINEER PRIOR TO THE START OF •� 0 -°2- 7. 7. ALL SITE CONSTRUCTION, EQUIPMENT, AND MATERIALS FOR ROADS, SIDEWALKS, CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND ACCURATE LOCATION (INCLUDING " DEPTH) OF ALL EXISTING UTILITIES. ALL EXISTING UTILITIES SHALL BE PROTECTED REQUIRE COLORADO DISCHARGE PERMIT SYSTEM PERMITS FROM CDPHE BEFORE WORK CONSTRUCTION. C Z as c CURBS, EARTHWORK, AND OTHER INFRASTRUCTURE DEVELOPMENT NOT SPECIFICALLY BEGINS. FOR ADDITIONAL INFORMATION AND FORMS, GO TO CDPHE WEBSITE AT: y o SPECIFIED BY SEPARATE UTILITY COMPANIES, SHALL BE CONSTRUCTED ACCORDING TO FROM DAMAGE BY THE CONTRACTOR. DAMAGED UTILITIES SHALL BE REPAIRED BY THE HTTPS: //WWW.COLORADO.GOV/CDPHE OR = THE TOWN OF VAIL MUNICIPALITY STANDARDS AND SPECIFICATIONS, AND/OR CONTRACTOR AT NO EXPENSE TO OWNER. >, o d COLORADO DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD HTTPS: //WWW.COLORADO.GOV/PACIFIC/CDPHE/NEWS/WATER-QUALITY-PERMITS. O W N o AND BRIDGE CONSTRUCTION 2017 EDITION, LATEST EDITION, SOILS/GEOTECHNICAL 24. ALL WORK AND ACTIVITIES IN OR AROUND THE EXISTING UTILITIES SHALL BE 44. UNLESS OTHERWISE IDENTIFIED BY TOWN OF VAIL, EAGLE COUNTY, OR THE COLORADO 41 03 Q REPORTS, AND ANY SUPPLEMENTAL SPECIFICATIONS PROVIDED WITH THE CONTRACT. COORDINATED BY THE CONTRACTOR WITH THE APPROPRIATE UTILITY COMPANY DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENTAL (CDPHE) WATER QUALITY z y oe o WHEN STANDARDS CONFLICT, THE STANDARD JUDGED MOST RESTRICTIVE BY THE CONTROL DIVISION (WQCD) AS SIGNIFICANT SOURCES OF POLLUTANTS TO THE WATERS 1 /` o " 25. ALL MATERIAL SAMPLING, TESTING AND INSPECTION OF MATERIALS BY A QUALIFIED *ft hp& ENGINEER SHALL PREVAIL. THE CONTRACTOR SHALL OBTAIN COPIES OF THETHE FOLLOWING DISCHARGES TO STORM WATER SYSTEMS ARE CD `° w INDEPENDENT CONSULTANT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE OF THE STATE, 0 y o STANDARDS AND SPECIFICATIONS IN IT'S MOST CURRENT EDITION AND HAVE THAT CONTRACTOR MUST COORDINATE WITH THE GEOTECHNICAL ENGINEER, THE OWNER, AND ALLOWED WITHOUT A COLORADO DISCHARGE PERMIT SYSTEM PERMIT: LANDSCAPE ._ COPY ON THE SITE AT ALL TIMES. ENGINEER OF SCHEDULING. SUBGRADE SHALL BE PROOF-ROLLED, FREE FROM IRRIGATION, DIVERTED STREAM FLOWS, UNCONTAMINATED GROUND WATER INFILTRATION N o DEFLECTION TO THE SATISFACTION OF THE GEOTECHNICAL ENGINEER. ANY FAILING TO SEPARATE STORM SEWERS, DISCHARGES FROM POTABLE WATER SOURCES, _ 4,- 8. 8. ALL WATER AND SEWER LINE CONSTRUCTION SHALL CONFORM TO CURRENT EAGLE AREAS SHALL BE REPAIRED AND PROOF ROLLED AGAIN UNTIL ACCEPTED BY THE FOUNDATION DRAINS, AIR CONDITION CONDENSATION, IRRIGATION WATER, SPRINGS, W "' RIVER WATER AND SANITATION DISTRICT (ERW&SD) STANDARDS, SPECIFICATIONS, AND GEOTECHNICAL ENGINEER WITH NO ADDITIONAL COST TO OWNER. FOOTING DRAINS, WATER LINE FLUSHING, FLOWS FROM RIPARIAN HABITATS AND a CONSTRUCTION DETAILS. ALL PIPE AND FITTINGS USED IN THE DISTRICT'S SYSTEM WETLANDS, AND FLOW FROM FIRE FIGHTING ACTIVITIES. ¢ SHALL MEET OR EXCEED THE LATEST AWWA SPECIFICATIONS. 26. COMPACTION TESTING SHALL BE DONE AS REQUIRED BY CDOT. MINIMUM ACCEPTANCE U x TESTING FOR ALL COMPACTION SHALL BE AS SPECIFIED IN THE LATEST EDITION OF 45. ANY EXCAVATION SHORING METHODS USED THAT ENCROACH UPON ADJACENT PUBLIC z ° 8. ALL SHALLOW UTILITIES (ELECTRIC, GAS, AND COMMUNICATION) CONSTRUCTION SHALL CDOT'S FIELD MATERIALS MANUAL. ALL SOILS TESTING SHALL BE THE RESPONSIBILITY OR PRIVATE PROPERTY SHALL HAVE APPROVAL BY THE APPROPRIATE OWNER AND = CONFORM TO CURRENT UTILITY PROVIDERS STANDARDS, SPECIFICATIONS, ANDOF THE CONTRACTOR. HAVE A RECORDED EASEMENT PRIOR TO CONSTRUCTION. THIS INCLUDES THE CDOT CONSTRUCTION DETAILS. AND TOWN OF VAIL RIGHT-OF-WAYS. 27. COMPACTION TESTING MAY BE DONE PERIODICALLY BY THE OWNER. THESE TESTS ARE _�. 9. ALL MATERIALS, EQUIPMENT, INSTALLATION, AND CONSTRUCTION WORK SPECIFICALLY IN INTENDED TO PROVIDE THE OWNER A GREATER DEGREE OF ASSURANCE THAT THE 46. ALL AREAS OF EXCAVATION OR EMBANKMENT SHALL BE TREATED WITH SEEDING, ° N 2 THE STATE RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF CONTRACTOR IS COMPLYING WITH COMPACTION REQUIREMENTS. THE CONTRACTOR IS MULCHING AND TOPSOIL AS INDICATED ON THE PLANS. AREAS OF o0 N THE FOLLOWING STANDARD REFERENCES(AS APPLICABLE): NOT TO RELY UPON THESE TESTS FOR FILL CONTROL, NOR ARE THESE TESTS TO BE RESEEDING/RESTORATION SHALL BE IN ACCORDANCE WITH SECTION 212 OF THE CDOT �EL_c N o A. CDOT FIELD MATERIAL MANUALSTANDARD SPECIFICATIONS AND THE ASSOCIATED PROJECT SPECIFICATIONS. . o °' - °' CONSTRUED AS A GUARANTEE BY THE ENGINEER OF THE CONTRACTOR'S _I •'-Q B. CDOT CONSTRUCTION MANUAL CONTRACTUAL OBLIGATION. Q o o oL43 2 C. CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION 47. ALL PLACED TOPSOIL SHALL BE 4" DEEP, UNLESS OTHERWISE NOTED IN THE PLANS > o °w7) D. CDOT STANDARD SPECIAL PROVISIONS, AS APPLICABLE TO THE PROJECT 28. THE OWNER SHALL BE RESPONSIBLE FOR OBTAINING AND SUBMITTING TO THE CDOT OR PROJECT SPECIFICATIONS. IF THE TOPSOIL IS NOT GENERATED WITHIN THE 0 C C=w PROJECT LIMITS, IT SHALL BE TREATED WITH AN HERBICIDE APPLICATION AFTER ~ `.°"- E. CDOT STANDARD PLANS (M&S STANDARDS) RIGHT-OF-WAY AND TOWN OF VAIL CONSTRUCTION INSPECTOR MATERIAL TESTS IN Q o 2 ; N o N F. FHWA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR STREETS AND ACCORDANCE WITH THE APPLICABLE STANDARDS AND SPECIFICATIONS FOR ALL WORK PLACEMENT AND BEFORE NATIVE SEEDING. HERBICIDE TREATMENT SHALL BEon N °°C °'° , HIGHWAYS AND THE COLORADO SUPPLEMENT THERETO WITHIN THE PUBLIC RIGHT-OF-WAY. IF THE FINAL SOILS/PAVEMENT DESIGN REPORT PERFORMED BY A LICENSED HERBICIDE APPLICATOR AND SHALL BE INCLUDED IN THE Ct •, o°o G. AASHTO ROADSIDE DESIGN GUIDE DOES NOT CORRESPOND WITH THE RESULTS OF THE ORIGINAL GEOTECHNICAL REPORT, COST OF SEEDING (NATIVE). 0 `- ? THE OWNER SHALL BE RESPONSIBLE FOR A RE-DESIGN OF THE SUBJECT PAVEMENT w X` ° 10. THE CONTRACTOR SHALL KEEP (1) SET OF CONSTRUCTION DRAWINGS MARKED UP TO SECTION. ALL FINAL SOILS/PAVEMENT DESIGN REPORTS SHALL BE PREPARED BY A 48. FINE GRADING OF TOPSOIL PRIOR TO SEEDING IS INCIDENTAL TO TOPSOIL PLACEMENT. c r o c FULLY INDICATE AS-BUILT CONDITIONS. SAID DRAWINGS SHALL BE PROVIDED TO THE LICENSED PROFESSIONAL ENGINEER. THE FINAL REPORT SHALL BE SUBMITTED TO THEA g o 00 OWNER, ENGINEER, AND TOWN OF VAIL UPON COMPLETION OF THE WORK AND PRIOR TOWN OF VAIL CONSTRUCTION INSPECTOR PRIOR TO PLACEMENT OF BASE AND 49. THE OWNER AND CONTRACTOR SHALL AGREE UPON A DESIGNATE CONSTRUCTION < E o N N o 0 TO FINAL ACCEPTANCE. CONTRACTOR IS RESPONSIBLE TO PROVIDE AT THEIR OWN ASPHALT. MATERIALS AND EQUIPMENT STAGING AREAS. z aw Co EXPENSE SURVEY AS-BUILTS OR PROVIDE AT LEAST THREE SWING-TIES FROM w El 0,AN ', PHYSICAL MONUMENTS TO ALL MANHOLES, INLETS, FITTINGS, SERVICE LINE STUBS, 50. THE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION OF STOCKPILING OF Z a =0 E o 29. THE ENGINEER MAY MAKE AN ON-SITE VISIT WITHIN FORTY-EIGHT (48) HOURS z •,o -o 0 AND UTILITIES NOTIFICATION PERIOD FOR THE PURPOSE OF OBSERVING PROOF-ROLLS ON SUBGRADE MATERIALS. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER, AND THE p 32 AND AGGREGATE BASE COURSE AND FOR GENERAL OBSERVATION OF CONSTRUCTION MATERIAL SUPPLIER. ALL EXCESS MATERIAL AS A RESULT OF THE PROJECT SHALL = o 2 g 11. THE CONTRACTOR SHALL NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES. ANY METHODS BEING EMPLOYED AT THESE STAGES OF CONSTRUCTION. OBSERVATIONS OF BECOME THE PROPERTY OF THE CONTRACTOR. CONSTRUCTION WASTE MATERIALS WILL o MISSING DIMENSIONS OR DISCREPANCIES IN PLANS, FIELD STAKING OR PHYSICAL THE WORK IN PROGRESS AND/OR FIELD TESTING PERFORMED BY THE ENGINEER SHALL BE DISPOSED OF BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER, w Nva ' o • a aa, nN FEATURES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. ASSUMPTIONS IN NO WAY EXCUSE THE CONTRACTOR FOR DEFECTS DISCOVERED IN THEIR WORK. UNLESS OTHERWISE NOTED ON THE PLANS. WASTE MATERIAL SHALL NOT BE DISPOSED N y ;, . a=0r MADE BY THE CONTRACTOR WITH REGARD TO THE DIMENSIONS OR DISCREPANCIES IN OF WITHIN BLM OR STATE RIGHT-OF-WAY. IT SHALL BE THE RESPONSIBILITY OF THE L Z W H L O O G W� G PLANS, FIELD STAKING OR PHYSICAL FEATURES ARE AT THE CONTRACTOR'S RISK. IF 30. CONTRACTOR SHALL CONSTRUCT AND MAINTAIN CONSTRUCTION ENTRANCES CONTRACTOR TO OBTAIN A DISPOSAL SITE FOR ALL UNUSABLE MATERIAL. CONSTRUCTION DOCUMENTS ARE UNCLEAR, OR IF ERRORS OR DISCREPANCIES ARE ACCEPTABLE TO CDOT, TOWN OF VAIL, AND ENGINEER. CONSTRUCTION ENTRANCES 51. ALL ASPHALT AND CONCRETE PAVING, ROAD CUTS, AND ANY OTHER CONSTRUCTION DISCOVERED, THE ENGINEER SHALL NOT BE LIABLE IF THE CONTRACTOR OR CLIENT SHALL FUNCTION TO MINIMIZE OFF-SITE SOIL TRACKING. ALL SOIL TRACKED OFF-SITE VAIL TOWN OF MAKES HIS/HER OWN INTERPRETATION OF AND/OR REVISES THE ORIGINAL INTENT OF SHALL BE IMMEDIATELY CLEANED UP TO THE SATISFACTION OF CDOT AND TOWN OF AND STANDARDS AND SPECIFICATIONS, WHICHEVER IS MORE RESTRICTIVE IN THE ROAD RIGHT-OF-WAY SHALL CONFORM WITH CDOT AND/OR SOF THE CONSTRUCTION DOCUMENTS AND DESIGN DRAWINGS. VAIL. HALL PREVAIL. OPEN CUTS, WHICH ARE AT LEAST 4 INCHES IN DEPTH, WITHIN 30 FEET OF 12. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE SITE AND PROVIDE 31. THE CONTRACTOR SHALL REMOVE ALL SEDIMENT, MUD, AND CONSTRUCTION DEBRIS THE EDGE OF THE STATE HIGHWAY TRAVELED WAY, WILL NOT BE LEFT OPEN AT WRITTEN NOTIFICATION OF ALL DISCREPANCIES BETWEEN EXISTING AND PROPOSED SITE THAT MAY ACCUMULATE IN THE FLOWLINES AND PUBLIC RIGHT-OF-WAYS AS A NIGHT, ON WEEKENDS, OR ON HOLIDAYS, OR SHALL BE PROTECTED WITH A SUITABLE IMPROVEMENTS. CONFLICTS OR DISCREPANCIES WITH GRADES SHALL BE BROUGHT TO RESULT OF THE SITE DEVELOPMENT. SEDIMENT REMOVAL SHALL BE CONDUCTED IN A BARRIER PER STATE AND FEDERAL STANDARDS. co THE ATTENTION OF THE ENGINEER IMMEDIATELY AND PRIOR TO PROCEEDING WITH ANY TIMELY MANNER AND DIRECTED BY THE ENGINEER. DEBRIS MUST BE REMOVED WITHIN WORK. 24 HOURS BY AN APPROPRIATE MECHANICAL METHOD (I.E. MACHINE BROOM SWEEP, 52. WHERE IT IS REQUIRED TO CUT EXISTING ASPHALT OR CONCRETE, THE CUTTING SHALL H r- BE DONE TO THE NEAT WORK LINE USING SAW, CUTTING WHEEL OR OTHER APPROVED O Zo LIGHT DUTY FRONT-END LOADER, ETC.) OR AS APPROVED BY THE TOWN OF VAIL METHOD BY THE ENGINEER. ASPHALT SHALL BE SAW CUT AND REMOVED A MINIMUM w IX 13. CONSTRUCTION NOTES, SPECIFICATIONS, AND DETAILS ON THE CONSTRUCTION PLANS CONSTRUCTION INSPECTOR. Z 0 TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. OF ONE FOOT BACK FROM THE EXISTING EDGE, OR UNTIL AN ACCEPTABLE EXISTING w o CROSS SLOPE IS ACHIEVED TO ASSURE A STRAIGHT EDGE FOR THE JOINT. IN .W C5t Q 32. THE CONTRACTOR SHALL MAINTAIN DUST CONTROL THROUGHOUT THE CONSTRUCTIONJ Q Q 14. CONSTRUCTION SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. NEITHER ADDITION, THE ASPHALT SHALL BE 2" MILLED OVER A MINIMUM OF ONE FOOT TO Q 0_ I- 0 PERIOD BY APPLICATION OF WATER AND/OR AN ACCEPTABLE DUST PALLIATIVE DAILY THE OWNER, ENGINEER, CDOT, OR TOWN OF VAIL WILL BE RESPONSIBLE FOR PROVIDE A SHEAR STEP DETAIL PER CDOT'S STANDARD SPECIFICATIONS FOR ROAD CE Q Z j MONITORING OR ASSURING CONTRACTOR'S COMPLIANCE WITH ANY APPLICABLE SAFETY OR MORE FREQUENTLY AS NEEDED OR DIRECTED BY THE OWNER. CONTRACTOR TO AND BRIDGE CONSTRUCTION LATEST EDITION. A TACK COAT SHALL BE APPLIED TO __JEt 0 LAWS, PROGRAMS, REGULATIONS, OR POLICES. THESE DRAWINGS DO NOT SPECIFY SUPPLY PROJECT WATER. THE FRESHLY CUT EXISTING MAT AND ALLOWED TO CURE TO FACILITATE A GOOD Z < U` J SAFETY MATERIALS, SAFETY EQUIPMENT, SAFETY METHODS OR SEQUENCING, OR JOINT IN ACCORDANCE WITH SECTION 407 OF CDOT'S STANDARD SPECIFICATIONS FOR 33. THE CONTRACTOR SHALL MAINTAIN EXISTING DRAINAGE CHANNELS CULVERTS AND WZ Q SAFETY TO PROTECT PERSONS AND PROPERTY. IT SHALL BE THE CONTRACTOR'S APPURTENANCES DURING CONSTRUCTION AS NECESSARY TO PROTECT ROADS AND ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. THE VERTICAL SEAM BETWEEN C SOLE RESPONSIBILITY TO DIRECT AND IMPLEMENT SAFETY OPERATIONS AND THE EXISTING AND NEW ASPHALT SHALL ALSO BE INFRARED SEALED. C- Q p PROPERTY. THE TOWN OF VAIL SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE � PROCEDURES FOR DURATION OF THE PROJECT. OF STORM DRAINAGE FACILITIES LOCATED ON PRIVATE PROPERTY. MAINTENANCE OF J O ON SITE DRAINAGE FACILITIES SHALL BE THE RESPONSIBILITY OF THE PRIVATE 53. THE PLACEMENT OF ALL STRIPING AND MARKINGS ON THE NEW PAVEMENT MUST BE 15. ALL WORKERS WITHIN THE STATE HIGHWAY RIGHT OF WAY SHALL COMPLY WITH THEIR OWNERS. PLACED IN ACCORDANCE WITH CDOT M&S STANDARDS DESCRIBED ON STANDARD PLAN EMPLOYER'S SAFETY AND HEALTH POLICIES/PROCEDURES, AND ALL APPLICABLE U.S. NO. S-627-1 AND BE VERIFIED AND ACCEPTED BY CDOT 24 HOURS PRIOR TO / OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS - 34. NO DRAINAGE FROM THIS SITE SHALL ENTER ONTO THE STATE HIGHWAY TRAVEL ACTUAL STRIPING. ALL SIGNS MUST BE PLACED IN ACCORDANCE WITH CDOT M&S U INCLUDING, BUT NOT LIMITED TO THE APPLICABLE SECTIONS OF 29 CFR PART 1910 - LANES. THE CONTRACTOR IS REQUIRED TO MAINTAIN ALL DRAINAGE IN EXCESS OF STANDARDS DESCRIBED ON STANDARD PLAN NO. S-614-1. OCCUPATIONAL SAFETY AND HEALTH STANDARDS AND 29 CFR PART 1926 - SAFETY HISTORICAL FLOWS AND TIME OF CONCENTRATION ON SITE. ALL EXISTING DRAINAGE 54. THE CONTRACTOR IS REQUIRED TO RESET, ADJUST, OR REPLACE ITEMS THAT ARE AND HEALTH REGULATIONS FOR CONSTRUCTION. PERSONAL PROTECTIVE EQUIPMENT STRUCTURES SHALL BE EXTENDED, MODIFIED OR UPGRADED, AS APPLICABLE, TO AFFECTED THE CONSTRUCTION AND DESIGNATED TO REMAIN. THIS INCLUDES, BUT NOT (E.G. HEAD PROTECTION, FOOTWEAR, HIGH VISIBILITY APPAREL, SAFETY GLASSES, ACCOMMODATE ALL NEW CONSTRUCTION AND SAFETY STANDARDS, IN ACCORDANCE LIMITED TO; LANDSCAPE, SPRINKLER SYSTEMS, SIGNS, UTILITIES, ROADS AND HEARING PROTECTION, RESPIRATORS, GLOVES, ETC.) SHALL BE WORN AS APPROPRIATE WITH THE DEPARTMENT'S STANDARD SPECIFICATIONS. SIDEWALKS, AND OTHER ITEMS AS MAY BE IDENTIFIED BY THE ENGINEER OR PLANS. FOR THE WORK BEING PERFORMED, AND AS SPECIFIED IN REGULATION. UNLESS SPECIFICALLY NOTED ON THE PLANS, THE CONTRACTOR WILL NOT BE DESIGNED BY: BPS 35. ALL FINISHED GRADES SHALL PROVIDE FOR NATURAL RUNOFF OF WATER WITHOUT LOW COMPENSATED FOR WORK OUTSIDE THE PROJECT LIMITS. 16. CONTRACTOR SHALL OBTAIN AT THEIR EXPENSE ALL PERMITS, INSPECTIONS, SPOTS OR POCKETS. SET FLOW LINES ACCURATELY AND PROVIDE A MINIMUM OF 2.0% FOR BURIED UTILITY INFORMATION DRAWN BY: BPS SPECIFICATIONS, PERMITS, BONDS, ETC. FROM ALL APPLICABLE AGENCIES PRIOR TO GRADIENT UNLESS OTHERWISE NOTED. GRADE AWAY FROM ALL BUILDINGS AT A (3) BUSINESS DAYS _ - 55. WHERE EXISTING SURFACE FEATURES RELATED TO EXISTING UNDERGROUND UTILITIES BEFORE YOU DIG �0, , CHECKED BY: COMMENCEMENT OF CONSTRUCTION WHICH ARE NECESSARY TO PERFORM THE MINIMUM SLOPE OF 10% FOR 10 FEET IN UNPAVED AREAS AND MINIMUM SLOPE OF 2% 1THREE' CALL 811 _ `�� SMS ARE TO BE ADJUSTED TO FINAL GRADES, INCLUDING VALVE BOXES, MANHOLE FRAMES, a, g22_,gg�� (4 '00;?9.%%%%% `% PROPOSED WORK. IN PAVED AREAS, UNLESS OTHERWISE NOTED ON PLANS OR WITHIN APPLICABLE SOILS ""l �O� "'•• ��.�1 DATE ISSUED: LIDS, AND GRATE, SANITARY SEWER CLEAN-OUTS, AND STORM DRAIN INLETS, uTIUTrNmIFlCATIaN • REPORTS. CENTER OF COLORADO(UNCC) • Q 11 3/26/2018 CONTRACTOR SHALL MAKE SUCH ADJUSTMENTS TO THE SATISFACTION OF THE www.uncc.ag , �/ �'p; 1 17. CONSTRUCTION STAKING IS BY CONTRACTOR AND TO BE PERFORMED BY A COLORADO 36. CONTRACTOR SHALL PROVIDE AND MAINTAIN APPROVED EROSION AND SEDIMENT �+ ENGINEER AND RESPECTIVE UTILITY OWNER AND AT THE CONTRACTOR EXPENSE. ; �f LICENSED PROFESSIONAL LAND SURVEYOR. THE CONTRACTOR SHALL PROTECT ALL CONTROL "BEST MANAGEMENT PRACTICES" (BMP) FOR THE PROJECT DURATION. • PROJECT NO. 56. ALL EXCAVATIONS FOR UTILITY LINES, CULVERTS, TRENCHES, OR TUNNELS SHALL 1 17-0066 EXISTING SURVEY MONUMENTS FROM DAMAGE DURING CONSTRUCTION. ANY CONTRACTOR SHALL INSPECT BMP'S WEEKLY AND AFTER EVERY PRECIPITATION EVENT. MEET THE REQUIREMENTS OF THE OCCUPATIONAL, SAFETY AND HEALTH ISSUED FOR PERMIT `119: ��-�$:�•Q= MONUMENTS DISTURBED BY THE CONTRACTOR SHALL BE RESET AND DOCUMENTED BY CONTRACTOR SHALL DOCUMENT INSPECTION AND MAKE REPORTS AVAILABLE UPON ADMINISTRATION (OSHA), COLORADO INDUSTRIAL COMMISSION, COLORADO DIVISION OF II A.,....•••••.••'. .. SHEET NO. A LICENSED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE. CONTACT PROJECT REQUEST. ACCUMULATED SEDIMENT AND DEBRIS SHALL BE REMOVED FROM A BMP 1� 8/ �G� / MINES, OR THE COLORADO DEPARTMENT OF TRANSPORTATION, WHICHEVER APPLIES. ����NR�E„- SURVEYOR FOR BENCHMARKS. WHEN THE SEDIMENT LEVEL REACHES ONE HALF THE BMP HEIGHTS OR, AT ANY TIME C-02 A.:C:1'411111104:40. 4410 ter la X03 IQOID X1543 0'126118 I FOUND #4 REBAR VAIL PO TA TO PATCH N752o 48'E 0.64' \4 ___.\/\._ TRACT C LEGEND FROM PLATTED CORNER D J PROOPERTY LINE FOUND #5 REBAR WITH WASHER _ _ (ILLEGIBLE) ----- _� —_ _� °° _ EDGE OF PAVEMENT _ \\ \ \ \ \ EASEMENT LINE N86 76 09"W �_ \ \\ \ \ \ �\ \\ 629.66' - ' -- ___ -- __ \ �B?so� 58676'08'E 199.74' \83 \\ FO Eo FIBER OPTIC LINE _ _� �_ \ \_ \ \ \_ _\ _� -_ UE UE ELECTRIC LINE __ \ \\ \ \e29\ \ GAS GAS GAS LINE z _ _ o �\ \ \ \ \ \ \ ___7.8300 UT UT TELEPHONE/COMMUNICATIONS LINE w _ \ 82eo \\_\ e?�- \ �_ w w WATER LINE \ \ \ \ \ \ �_ -�0' UTILITY it \ \ \ \ EASEMENT _ OOOn BOULDER WALL _ \ \ \ \ \ - _ OS SANITARY SEWER MANHOLE -8275 \ \ \ \ \ \ \ — � � � � � � � � \ -� \ �� . ❑E ELECTRIC METER _ \ - \ 7p� uu_ �� \ - DE ELECTRIC MANHOLE _ \ — BOULDER o �82ss- ___ ___ - PART OF LOT 8.7.--i----------:I_ - — — w s27� ��� \ _____-____—_ii____________- 82� ❑T TELEPHONE PEDESTAL a — — _ _ _ _ _ = 43,560 S.F. _ = \ \ e26o 1.000 ACRES_ 8?ss� \\ \ EA:; : OU - �� \ '8275 — — -82so ,�_� �'�• �_— T POST -8250 — — © - w �� —_ \ TELEPHONE PEDESTAL z 8245_ \\ -� -- 8-1_____8_______8:225;5_80_ 11--==1:1 \ FIRE HYDRANT 5 • \ \ op �T — -8240 — 9245 �% \\ D� WATER VALVE j z _ 4, — — — m - _MIDDLE CREEK SUB. \\// 3 CONCRETE �\ -\ \ N W // -�� \\ \\\\ \----1 � mX ELECTRIC TRANSFORMER w WALL GM \\ m � \ \ \ \�\\ \\ \��\\ :NLLjc\l(2%2):-7----l=:--82--81--1:--° TRACT A Ouj yz �- \� \ - O a23o6 ew\ - 82322 TwFLOC E \\\ \� \\\� L 6» SIGNZ \\\ ASPEN TREE z N I\ 8230.1-B1� \ _ X82 --,_ gam_ \ -� I\3(S I�- TNS \ - mem laii- p = CONCRETE - _8237.3 ew �\ \ — Lall) 0 oc /-____________r_ SPRUCE TREE .20" - - -8250 Zm � �� WALL CONCRETE r � _ \ \ x v � ` / e/ s 54s• WALK �6 .� � 1• CO�LY�d'TE2'WALK � ,�, O \ \\\ � 8245-� - "MN Uj- CONCRETE � J � � — ,mi WALK /I s � . ,�• �mar--. — j �� -4. h \ \N__1---� � � —\ —8245— 8245 - W z - / IR, \\�� �\ �- _\ 8244- OX_811k\ ' • / -8243 �- / ��•, ..! • �\ \\ \� �_ 8242 °; z / c -� - o Y f� 240 ---\ 9240 -8241—_ d / 3-S ORY �� W000 =UL�I G 4� �\\ \c �\ 824 a23s— (� ' 77 I\ 3 \�\ \I \ 8238- - \, I\ Wo 00 B l DIN • \ ��� \ _ — _ -8237- _ - ¢ x Q � -------------- ----` _i \ � � -8236- .� / c \ ~ I 26.3' �\ \ 823 ....... �\- � _-==82`75= --8235 � � 0 � -8233 _-_- ,� �j � y ' \ l � -8234- V\ / -O\GO GF/J . III 26.3' I / m - ` // \�� 9270�� -823 8231- ASP ALT \ �II roI I 11:11I \----._ / �, — PC1 co F-LJ PCI - 30- " � I 8220.9 FF GAR 7 �� ��. � � �� �/ � \ � A \ V A �11 "i - ' FF GARI �>�\\\1'" –8223.4 Tw G ~ \ �/ 8??S\ \ \\ _ _ =� --8229C C O {+ gmy, 1 8228- v O"'GN O — .... \� 82220 BW_ � (n /� \ \I " 1 I ��J - - \ I c FF GAR IFF GAR _V Y XI8220.9 / ,.,._:.r__ 8225_� / ` 8225 c`ten, p�1I \ \ / _\ \ -8227 > v c \___ - - / -�j 8220. I 8220.9 I0T Ip �+�11\�Jll�! �� 82 Tw - � � \/\/\// \ �� 822625_ v ciTiav N➢ 8228.. — _ IX1127 �:,i �2reN � — \ _ _ _ 8224 2 — LI oo. - w - - 8221.c BW �.7 I i�6 � r- \ � - �� 8 23- aL ° v a___ 7E� / I`\ v, . L� \ �,� 8222 c c� W - / O UESUE UE �� �� �5� I F \ �$' �_ —822 — v >'o� �. 0 , W n I - _ UE UEUE d-_ .- , v� / TRASH \\ \�\ \ �i �� - J c o yv w �I w �— / - - CONCRETE e22s 4 Tw - I ENOL. \\\ J \� _ _ /� \ \ _8279- — 7 ; U oL\ , W - - e22o.oBw / \ J / / % 8278 moo vNN W WALL - J , / \ \\F �- / // -- —827i-----:7--- ° ° oc �°� - - c � W - _ - �� \ �� \ / // X8215 / = _ =82 � = - ___— I 0 �\ IIII//1W \ — —_ �_ / /�/\ 215 Q N 1= N C N 20' UT/L/TY - c c o _ Iq�� / I � w WOOD \ V �/ / 't-2 EASEMENT CONCRETE -�� �,\vlr�� I " w - - - e?zo\ WALL �F , / \ \��/ / �821J /� — — — _ i 8274_ I- 0 o E L c BARRIER ,70 �� � - - - _ _ / w — w W \ \ �' \ h \ \ \\ �� �/\ — — �_— _� x273 >_� °�° \ /.• /�/ IIII\ \� I J�- W W ASPHALT \\ \ \ \/\ \\ �(� ----- .-----\ �- ' -- _—_� 8277 W `0,,...,,_ a� \� _ - w AOR/t/EWAY l F \\� / — F. °' � N� 3 _o GUARDRAIL _ - w \ \ i Fo �� — -STORM GRA TE 9210- o ° ° c � � t 7 � W B2�22B 36W TW ��_________i : ,..„, 11 w V F \ �� �Fo Fo F GRATE =8206.36' °�' o v PERTY LINE r / �I�\ a F INV. IN (18) =8202.56 o ° ° o F \ 4 / k• ���\ I I�/// a' CONCRETE 8227.5 Tw � e w \� �F o W �—PAST INV. OUT (24J=8201.96' Q 0 o o N ., °I; /// W uE,� pArn E UEU UEUU � U� o o „// _ \ \�" II////� WALL r -8225 \ o • uE UEA uE E UE E E -�EtJE �EUE W a._._ �,. E T\ vc � c/ FOUND #5 REBAR WITH �� uE 30' UT/CITY 8221QBw / � UE 81#E_ U N N 1.5" ALUMINUM CAP }\ I UE UE = SD �o SD a E o c \�\ EASEMENT �� Ill �/ �\ \- J ��L / U E E U E Z �' > > c'� a� STAMPED L.S 16844, '/ III\�� �_ I /�\ QUI I rr� / i w - - D — s»- - so — O •,o'� v o 5 4.. \ I �/// ill\ � � __---- ��1\ /r��� ��_ � �y � J F 1 W / I �E vya� ym � - - \ I 12'12 _ 1B"=C / / ✓ �� -82W-12 0 J J� � W .. o 822-� ��� \c\ __ I'// - _ - i �� I„ �<� �E _�- iZU -� aci ° c y vyi o , / \ _� \\�Invi< �/I,IA� / i' I �\ `� w UT UT E iL °n o o v / = _� X 12" _' -���/�// / ��II `_� w (9i a� >,°F. m 0 /_� �7 VI - - // II \� 2" / F- G .r• :_ UT UT \ w ° c a a° .` � � q � /111Y�\\� ���� • :.'-(:...,.•t • \ w �-- _IN F No � c caro '�-- / �� J Fg— 1. . .... _.U. F W r o o v es. v -� UWll /� lill ,t T: X Z rd. � cc ° 3 �� ( O rr SFO � i` \ o �r v > v� 'J� / L a l.� 1� wig �- -8210 FO ;.., ." ; :. T _r� U 8 0 • 8207.50 • j� \• •2-,' ��i114,,� . - 12"- -- 0- / \ - - , 12 = _ - __--- _-- .• . r .( UT1.- W . 1 T _ •.- -� X07.17 _ _ _ _ _ / / // • \ Z- �- j1� r 41 �� FO 1 ice- U� 1• x o % /i ��1�STORM GRATE Q \ rd q � F� Fo yr l��l 1: U . 1 . 8206.93 ` _/j ! c/-� GRA TE =8206.72' a21 --€o s: •-(1-y---77,•' • 1 ' • ..l -r b CONCRETE �/ /� / _INV. OUT (18')=8202.74' �— '7 '• 'UT 7 ••1• �� _� !Q10� J l [ 820702 D // i 'Q \j� J .,___ .L:11 .:?.. 'o� N RTH FRONTAGE ROA — �� 0. GAS- ct• �. 1. UT r r' � 8207.02 - GAS AS U1 1 w � I I \ -8205 - - - - - - (� GAS r. 8206." \ SSMH - �� 8205 s RIM=8205.24 8205 _ _ _ \ \ - _ \ \ — Q O Q 8205.5 SI TE BENCHMARK _ Z � � 0 0 COMMUNICA TIONS - MANHOLE 8205— _ _ 8200- ��— O Q Z J ELEV.= 8205.97 ♦ ♦ J tJ L� - —e2o5- - - � / — -e2o5=— — — — _ _ — _ _ - a2oo- - _ Q • _ _- � /� Z - 8200 _-_j_--_____,„_---_ Z - _ 0 In -- NOTES: _ 00- _ __ 1) THIS PLAN DEPICTS EXISTING SITE CONDITIONS FOR DESIGN AND CONSTRUCTION - PURPOSES. THIS PLAN IS NOTA TOPOGRAPHIC SURVEY DRAWING. 2) THE CONTRACTOR IS WARNED THAT CONFLICTS WITH EXISTING UTILITY SERVICES MAY 11 1 - LJJ �8200- EXIST. PRIOR TO BEGINNING ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE - UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 811 OR 1-800-922-1987 FOR \ UTILITY LINE LOCATIONS AT LEAST THREE (3) BUSINESS DAYS, NOT INCLUDING THE DAY OF ACTUAL NOTIFICATION, PRIOR TO ANY EXCAVATION ACTIVITIES. CONTRACTOR SHALL THEN - LL UTILITIES (INCLIt© iI / THEIR OWN EXPENSE. ANY CONFLICTS WITH THE PROPOSED CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY SO THAT INFRASTRUCTURE, -- PIPELINE, OR GRADE CHANGES CAN BE MADE TO POTENTIALLY ELIMINATE ANY CONFLICTS WITH THESE EXISTING UTILITIES. WHERE CONFLICTS EXIST BETWEEN NECESSARY CONSTRUCTION ACTIVITIES AND EXISTING UTILITIES IN THE OPINION OF THE CONTRACTOR, ENGINEER, AND RESPECTIVE UTILITY OWNER, AFFECTED UTILITIES WILL BE RELOCATED BY ::: EUTILITY OWNER AT THEIR COST* (*SUBJECT TO UTILITY COMPANYBPS BPS ����\�‘\ riEND,C:y:- JMS=�o���o cicFy�,�'� J • •••AFS X1'1ISSD: 3/26/2018 'Cs Alibb, FOR BURIED UTILITY INFORMATION •' -� • CT0.ISSUED FOR PERMIT � 1 -0066 NOTICE: According to Colorado law you must commence THREE (3 BUSINESS DAYS ��9:3-�6-r8;c�,Q�any legal action based upon any defect in this survey 811BEFORE YOU DIG0 20' 40' �1��'•. .•'��iwithin three years after you first discover such defect. In CALL 811 I ���s\Q�A�E��?-no event, may any action based upon any defect in thisI"' ' ��_ 03 survey be commenced more than ten ears from the / U7IUTYNO71FlCA71oN SCALE: 1" = 20' y y CENTER OF COLORADO MCC) date of certification shown hereon. www.ancc.«y coo cIF d'' z 4. Ji X07IP 0'/26/18 _ _� _ - -_ _- \ \\ \\ \ \ \\ -_ - m - - - - - - \ \ \ \ \ \ - \\ -� - err _ _ \ \ \ \ \_ \_ _\ \ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ \ \\ _ _ _ _� _ _ _ _ Demolition Permit Conditions: - - - \ \ \ \ \ - - - �- \ \ - — o - - \ \ \ \ \ — — —\ \ _ — — (n _ — — _ s — — — — _ — — _ — \ \ \ \ \ _ _ _ — = 1 . No Demolition in Public ROW until CDOT permit - - _ - - _ __ _ — _ _ — _ � _ _ = = — _ _ � = = = - - - w __\__ __ ___ \ _ = \ \ _ _ \ \ _ _ _=__ _ — and Public Way permit are issued. _ _ — _ _ _ — — — _ — _ — _ __ _ -_ _ _ -. _ — _ _ _ 2. No staging within Public ROW without Public _ _ _ =_— ____ _ � � � _ _ _ _ = Way Permit _ __ _ — _ _ _ _ _ ____— _ ___ _ — �� i\\ _ — _ — — 0 3. No Excavation without Excavation permit and _ — — — =$269=— — — — — — _ — _ — — \ \� erosion control plan. — -- - - — — _ — — - _— — __ ,9255 =_— _ — _ _ — _ -- ��\ \ — — ------ — = 4. During Demolition, all contaminents, debris, - \� \\ \ \\ 4:-__------- \ - jamtracking, etc.. . shall not be offtracked off site. — — _ \ — _ _ -_ = 5. Contractor shall control all erosion and sedimentEXISTING TELEPHONE X45- - PEDESTAL AND SERVICE \\ �a TO TO BE REMOVED AND RELOCATED- ; ----_- __ -__ - _ _ \\ \\\\ \ _ m _ _ � from entering the storm drainage system. FOR CONTINUED CONNECTION =8248- =_ _ \\\\\\\ \\ \ _ _ N i \ TO RSES PROPERTY _� \. __ — - ��\\ \\\\ \\\\I c�_ o z / - - - __ �th 0, \ \ \ -- / - - - -EXISTING WALL TO - \ \ _ p - — - ` I / BE REMOVED \\\\\\ \\\\\•�T� � 8255 aim Q) p r _ 9 % \ ‘\:___\ -c --8250- - - - O 61 tr �\ z EXISTING CONCRETE • .. .• • \\\ ��� w (/� z — — ye`� TO BE REMOVED TYP. •"•'. <.;••: • . •__ ,.�. *•. • \ \ _ O �y O w illillftftis .\ -.4-__ c9 _� 1�nt / t •.'•:, 3. ;r • Y.: -:1. .•.�• ;:. \\ 8245 �V zi 0 Z c EXISTING TREES (3) / J `\\I -EXISTING (3) TREES�\\824 - toil 0 % p F TO TO BE REMOVED _� c�TO TO BE REMOVED _ = a w _ Z �N O EXISTING CLEANOUTS - �I -=}___ i5- - - - -8235-- - _ - ilii H .a TO BE REMOVED \G j I ✓I _EXISTING ELECTRIC _ �-�_ -_ - W \ / 's \F/ I m SERVICES �� I EXISTING BUILDING f_ Z TO TO BE REMOVED 3�- Q _ 2 �� : x d EXISTING TELEPHONE TO BE REMOVED z� � /� �8/ V A ��� AA �' - - 1 x PEDESTAL TO TO BE REMOVED (FULL DEMO) I % f !'}'` Ai__ 'EXISTING ELECTRICTRANSFORMER AND \ \\ \ � loa - - ,/ I I �� „.x.,:,,,,-!_t_', _�� PEDESTAL TO TO BE REMOVED \ �� \ \ \ \\ v O \ EXISTING GAS SERVICE I I I11 �G/�/ �� ��\ / \ \ \ \ \ - - _ �' - w TO TO BE REMOVED I I I I !"' /Apt f/9 _EXISTING WALL TO BE REMOVED >=� \ \ _ _ - 00 \ AND RELOCATED �•I I ____ I� 1+' `� 4 , A _EXISTING TRASH ENCLOSURE `//�J- \� __ _ _ _ _ _ - - I ir Aler A ,?,\tA_ ri, !!�� TO BE REMOVED I �- - �- - __ ______ - -____ �� \� - _ - - - - - ___Iir...._ , 10(.1 �' rE i�, �� L'1 — - T i- __ __ _ gg,2.g.2.7,3 ,E , 4, REMOVE EXISTING v I !, /e- Air / \ \� G I \/ /� \ -_ ______ N CONCRETE BARRIER I W , W ` \ \ \"F\ \\ �l /// �� / /� �B - w c ar 5 v FOR INSTALLATION OF _ i �, EXISTING WALL TO ♦ 110001 /� \ \\ ! // - � _NEW ERW&SD MANHOLE �� W I/ BE REMOVED - \ \ \ �'� - - ° °'- a, �� EXISTING UTILITIES TO BE POTHOLED- \� - a°i t r-o 270 i // \ jam\ / LOCATED TO DETERMINE - Y__ - - N r ° c c c a i y, IF RELOCATIONS ARE REQUIRED - E▪• ° c{ 0 t moi EXISTING ELECTRIC SERVICEF \ \ •- --..,..---------r / - c ° c E ° I � TO TO BE REMOVED EXISTING ASPHALT dr ' \ \ � / / '\ - /� -meg _ Q v c o c°�° ` F \ AND RELOCATED TO BE REMOVED \��5� \ j �, \ / ° o.c c c ° a) v,/I(�II`\\�� / (TYP.) /�\ \ �_ SAWCUT EXISTING r °'- _ \ SAWCUT EXISTING ' ,. \\ _/ / _ w c c o o° ° EXISTING (2) TREES / _ . _.....-..-z__----.."----7&4••---.G. / • _ A/ — _ c ._•,, CONCRETE WALLEXISTING SIGN ASPHALT Q ° o ° E N c •� TO TO BE REMOVED / 4 I— ° c \I EXISTING WALL TO COORDINATE WITH \ \- ! �� TO BE REMOVED Fv FO ° r- c o v, E ° cr c . - I BE REMOVED STRUCTURAL -.,....-.Ns \ / _ �' ° °= ° °.- o ENGINEER �/ �di/ GE FO O '- r ° °' \ ��\�IIIh✓�7 SAWCUT EXISTING y/ / W \ �• At Air_ZI ______ U� UE UE UE v °+�°°_ / ��\ //� CONCRETE WALL �____Ii------ - /-- ^ \ W \ • F (i / UE vt -- UE JEUE UE E-� UE SUE— UE UE l W ` °c'3ca�3 UE / COORDINATE WITH --\ I /\ UE UE r- � ° o ° >�'• UE , \ STRUCTURAL III / �� a>' 3 �� UE UE UESD se cr oo °i� ENGINEER I / / hREMOVE EXISTING \ �►4 � \\� _ / ��1\\ r/�/i� �/ � � `�� tri l�/�'.� E i OF UE ° ° ° o GUARDRAIL I�� / / � hl, / ____--• \ / `'_�,`l / �� cr OF U— — . Q o o, + o ° N N. FOR NEW ACCESS J - - - SIL J I� _ _ N ° EXISTING WALL � ' ,/ �-� ✓ eA� _n OFA E -� LU ave v�"� E �i / �mw d� ___--------______------1__-- ... � TO REMAIN, _ �►� (, sur 1/ 1� i�oi / _ �1pp/L i /1/IA / / U W UT UT •�r °� N - \ CONFIRM FOOTER DEPTH i1E1\, �� \!'� -�//�� �\ / Fes I �� W Z `a' ° ' o c _ - �� /AI`• ii %�i\ 11 / ,f•, 'j•�:; W Z y a o E v o - �� = p // •----- EXISTING CONCRETE- 'I � Mllh\= �FO �� �••f'� •:• ' � _ ° �" as - c ' /•� / //a - // \� ' ___ , II,, .. I -i ` WALL ALONG SOUTH Fb 1. . , , ;:UTA •.., . ••,. s rte! • / \ / -� � TO REMAIN -� ------- - �i / —\ /r �— In"'� rl �5r _ _ '� 0 —�'�_ ” 11T -��MJT l _ 1•.•�,i.w.•'.• ... -------- .• E 0 o.' +. ►�_ _���_ /_ -\ / ,. �� � _� 1 EXISTING CONCRETE UT 1 =/�� / N v o Ora —_ / �j � - -(UNLESS REQUIRED TO DEMO TO MAIN) 1. V "UT 1 SIDEWALK �- _ --- —o z v L c c° - / --------- / \/' _BEGIN GAS DEMO/RELOCATION �� FO S O. /// /////////// s- c c ° o SFO s t �� rn a°W ° ° .0-C •••••••••"'"'""""... _ /� �i �— � p— '_b1-_,:_j_,,--, 'UT • I 1. y . ` - SAWCUT EXISTING =_ La' too °w° ° �/ - - F� • 'UT y- 1 ASPHALT/CONCRETE SAWCUT AND REMOVE `' - . s --'---2----- ______..--...____/ � EXISTING ASPHALT REMOVE EXISTING _ ,Q�� _\\ 1 UT r r f •��� 12"BACK FOR CLEAN STRIPING — -/ /�/21 //i-- �_i KQ G , ,. r UT° •��? ' • _t,��� EDGE AND ADDITIONAL — — — — - - /// / —�i 1. . T r l; • 1. - ._ 2"MILL 12"WIDTH AS 1T.� U �_ _ _ _ - �� N _SAN GA AS :r 1,• U� U r ° l . . L IT) —p 5� GAS f ` 1 • �' �' NORTH FRONTAGE � - � — — - - � 51 •f �/ 1 � .� / ROAD -- -� * —5205- � SGA%AN o \ - - �GAS4 - GAS - - — — - — — _ GAS ----GAT� SAN �� — — — - N - z ,L, . _ o SAN f / -- - - - - _ J 0 _SAN \_ .�� - - - — — �82ee— W _ - — - — — Q Q -- \� r5— / —8205- — �� �� Ct i_ - - NOTES: 0 0 \- 1)ALL ITEMS DEPICTED IN DARK ARE TO BE REMOVED AND DISPOSED OF PROPERLY. O Q z O ADDITIONAL DEMOLITION MAY BE REQUIRED, COORDINATE WITH ENGINEER. CONTRACTOR \ -- _ - - - RESPONSIBLE FOR ALL DUMP FEES. J CC U - — - LL - - 82�- 2)ALL TOPSOIL AND SUITABLE MATERIAL WITHIN DISTURBED AREAS SHALL BE STRIPED AND J > J -� STOCKPILED. O Q - ' i - L 3)CONTRACTOR TO REMOVE AND HAUL OFF UNSUITABLE SITE MATERIAL. COORDINATE WITH Q GEOTECHNICAL ENGINEER. M J O — �� — — O -- - _� 4)WHERE IT IS REQUIRED TO CUT EXISTING ASPHALT OR CONCRETE, THE CUTTING SHALL BE I„I..I W DONE TO THE NEAT WORK LINE USING SAW, CUTTING WHEEL OR OTHER APPROVED Q - - ] METHOD BY THE ENGINEER. ASPHALT SHALL BE SAW CUT AND REMOVED A MINIMUM OF ONE FOOT BACK FROM THE EXISTING EDGE, OR UNTIL AN ACCEPTABLE EXISTING CROSS /� - SLOPE IS ACHIEVED TO ASSURE A STRAIGHT EDGE FOR THE JOINT. ALL CONCRETE SHALL j�- BE SAWCUT AT THE NEAREST JOINT TO FACILITATE A GOOD CLEAN JOINT. _ - - -- - - 5)CONTRACTOR IS RESPONSIBLE TO OBTAIN UTILITY LOCATES AND FIELD VERIFY ONSITE AND - RIGHT-OF-WAY EXISTING UTILITIES VIA POTHOLING (LOCATION AND DEPTH).CONTRACTOR RESPONSIBLE TO COORDINATE WITH APPROPRIATE UTILITY COMPANIES TO REMOVE AND/OR RELOCATE EXISTING UTILITIES AS REQUIRED FOR WORK. 6)CLIENT/CONTRACTOR RESPONSIBLE TO COORDINATE AND APPLY FOR NEW SERVICES WITH UTILITY COMPANIES AND TO HAVE EXISTING SERVICE LINES ABANDONED (IF APPLICABLE). 7)CONTRACTOR TO VERIFY EXISTING SITE INFORMATION AND TO NOTIFY ENGINEER DESIGNED BY: BPS IMMEDIATELY IF DISCREPANCIES EXIST. DRAWN BY: 8)TRAFFIC CONTROL BY CONTRACTOR. BPS ������\\ CHECKED BY: JM S 9)CONTRACTOR RESPONSIBLE FOR EROSION CONTROL BMP'S AND STORMWATER MANAGEMENT -���1►0 (/(,•�`\ DURING CONSTRUCTION. •••"•'•+• 1 0 • •• F�ll DATE ISSUED: 3/26/2018 Gam / FOR U(3) BUSINESS DAYS 0 20' 40' t�.o.•RIED UTILITY INFORMATION ' •Q i j ��" 1 PROJECT NO. BEFORE YOU DIG ISSUED FOR PERMIT ,190•.?-z6-18:•�,s 17-0066 811 .THREE CALL 8110 .,, � �ipp, (cc1-800-922-1987) SCALE: 1" = 20 E URl1TY NOTIFICATION `• •• i SHEET NO. CENTER CF COLORADO(UNCC) ••••• S�oaA� = C-04 www.uncc.org