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<br /> RECORD DRAWING wv
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<br /> THESE RECORD DRAWINGS,
<br /> PRODUCED BY DITESCO a w
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<br /> JANUARV 2021 rn
<br /> TREI BER B G VlIrV 0 IrFJkl. L.
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<br /> WATER DIVISION NO. 1 , WATER DISTRICT NO.3, LARIMER COUNTY, COLORADO o z z
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<br /> DECEMBER, 2020 CONTACT INFORMATION SHEET INDEX � Q � � N
<br /> INDEX NO. SHEET NO DESCRIPTION IIr LW
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<br /> OWNER COVER AND GENERAL NOTES > W
<br /> Tri-Distrim, 1 C001 COVER SHEET AND GENERAL NOTES O ( H -
<br /> Richard Raines,P.H. 0
<br /> •� `� o Soldier Canyon Filter Plant OVERALL SHEETS ❑ ¢ m.V c t 4424 LaPorte Avenue Z co ¢ x
<br /> Fort Coll ins,Colorado 80521 2 C101 LOCATION AND KEYMAP Q
<br /> (970)482-3143 PLAN AND PROFILE SHEETS
<br /> .i,a�wnt Tr.
<br /> 3 C201 OUTLET PIPE PLAN AND PROFILE m 'm
<br /> q CIVIL ENGINEER 0 > 0
<br /> y a diftesco 2133 S. DETAIL SHEETS w a
<br /> ""°' vlcCA'cr E rvr B711 Renz,P.E. 4 C301 OUTLET DETAILS w a ¢a
<br /> 2133 S.Timberline Road,Suite 110 0 0
<br /> �s aA T Foncollina,Colorado 90525 5 C302 CUTOFF WALL DETAILS
<br /> """ Project Construction Services (970)690-1889
<br /> 6 C303 EROSION CONTROL NOTES
<br /> GRANAtra NaArn 7 C304 EROSION CONTROL DETAILS
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<br /> �noae of Alves - .,,:; My,.„p 8 C305 EROSION CONTROL DETAILS
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<br /> rtuu„sass _ 9 C305 HEADWALL FOR PIPES CDOT DETAIL
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<br /> NatwWrar.MAn""a �}" GENERAL NOTES:
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<br /> 1. ALL WORK SHALL CONFORM TO THESE CONTRACT DOCUMENTS.
<br /> 2. THE CONTRACTOR SHALL KEEP A COPY OF THE APPROVED PLANS ON THE SITE AT ALL TIMES. z
<br /> PROJECT 3. CONSTRUCTION SHALL BE LIMITED TO THE AREAS SHOWN ON THESE PLANS UNLESS OTHERWISE APPROVED BY THE OWNER AND ENGINEER.
<br /> 4. THE CONTRACTOR SHALL PERFOM ALL WORK ACCORDING TO ALL CITY,COUNTY,STATE AND FEDERAL SAFETY AND HEALTH REGULATIONS. THIS INCLUDES TRENCHING AND OPEN CUT EXCAVATIONSWHICH SHALL
<br /> - LOCATION - COMPLY WITH CURRENT OSHA REGULATORY REQUIREMENTS - - - - U) LL.
<br /> 5. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO(UNCC)AT 1-800-922-1987 OR 811 AT LEAST 2 WORKING DAYS PRIOR TO BEGINNING EXCAVATION OR GRADING TO HAVE ALL
<br /> REGISTERED UTILITIES LOCATED.UTILITY SERVICE LATERALS ARE ALSO TO BE LOCATED PRIOR TO BEGINNING EXCAVATION.
<br /> 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES DURING CONSTRUCTION AND COORDINATING WITH THE APPROPRIATE UTILITY COMPANY FOR ANY UTILITY CROSSINGS. Fr v
<br /> 7. P
<br /> EXISTING FENCES,TREES,SIDEWALKS,CURBS,GUTTERS,LANDSCAPING,STRUCTURES.SIGNS,ROADS,AND MISCELLANEOUS IMPROVEMENTS DESTROYED,DAMAGED OR REMOVED DUE TO CONSTRUCTION OPERATIONS L L
<br /> SHALL BE REPLACED OR RESTORED TO EQUAL OR BETTER CONDITION AT THE CONTRACTOR'S EXPENSE UNLESS OTHERWISE INDICATED ON THESE PLANS. {-.-
<br /> 8. IF DEWATERING IS REQUIRED TO INSTALL UTILITIES OR FOUNDATIONS,A STATE CONSTRUCTION DEWATERING PERMIT IS REWIRED IF WATER IS DISCHARGED INTO A STREET,STORM SEWER,CHANNEL IRRIGATION DITCH, (%f—^,
<br /> n OR ANY WATERS OF THE UNITED STATES. O
<br /> VICINITY MAP 9. THE TYPE.SIZE.LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THE DRAWINGS.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE
<br /> EXISTENCE AND LOCATION BOTH HORIZONTAL AND VERTICAL OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK BEFORE COMMENCING CONSTRUCTION.ANY COST INCURRED TO LOCATE UTILITIES I
<br /> NOT TO SCALE
<br /> h SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR,THE CONTRACTOR SHALL BE RESPONSIBLE FOR UNKNOWN UNDERGROUND UTILITIES 1ry� '-
<br /> 10.ALL DISTURBED SOIL ON OR OFF SITE AND RELATED WORK TO THIS PROJECT SITE,IS REWIRED TO BE PROTECTED FROM WIND AND STORM WATER EROSION.THE CONTRACTOR SHALL USE STANDARD EROSION L L:
<br /> CONTROL TECHNIQUES AS DESCRIBED IN THE LATEST VERSION OF URBAN DRAINAGE AND FLOOD CONTROL EROSION CONTROL STANDARDS. f >
<br /> 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING THAT NO MUD OR DEBRIS IS TRACKED OUTSIDE THE LIMITS OF WORK DEFINED HEREIN.MUD AND DEBRIS MUST BE REMOVED FROM WORK AREAS WITHIN 24
<br /> HRS BY AN APPROPRIATE MECHANICAL METHOD(I.E.MACHINE BROOM SWEEP,UGHT DUTY FRONT END LOADER,ETC.)OR AS APPROVED BY PROJECT MANAGER.
<br /> q 12.UPON COMPLETION OF CONSTRUCTION,THE SITE SHALL BE CLEANED AND RESTORED TO.A CONDITION EQUAL TO Oi BETTER THAN THAT WHICH EXISTED BEFORE CONSTRUCTION. . �R
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<br /> 13.THE CONTRACTOR MUST MAINTAIN ONE SET OF RECORD DRAWINGS TO BE SUBMITTED TO THE ENGINEER PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. V
<br /> 14.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL OTHER APPLICABLE PERMITS NOT SPECIFICALLY REQUIRED BY TRI-DISTRICT.
<br /> 15.AFTER ACCEPTANCE BY TRI-DISTRICT,PUBLIC IMPROVEMENTS DEPICTED IN THESE PLANS SHALL BE GUARANTEED TO BE FREE FROM MATERIAL AND WORKMANSHIP DEFECTS FOR A PERIOD OF ONE YEAR FROM THE
<br /> DATE OF SUBSTANTIAL COMPLETION.
<br /> 16.ALL CONSTRUCTION LAYOUTS SHALL BE PERFORMED UNDER THE SUPERVISION OF A PROFESSIONAL LAND SURVEYOR LICENSED TO PRACTICE IN THE STATE OF COLORADO.
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<br /> No. Revisions: By. Date:
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<br /> BENCHMARKS s-Built. 6i 2021
<br /> Coordinate Control
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<br /> VERTICAL DATUM: -o E
<br /> PROJECT DATUM: NAVD88 HORIZONTAL DATUM: a'u°
<br /> uj COLORADO STATE PLAN COORDINATES NAD(2011)DATUM.HORIZONTAL o o m
<br /> 0 BENCHMARK#36-97: ON THE WEST END OF THE SOUTH HEADWALL OF CONTROL BASED UPON TRIMBLE VRS NETWORK. o
<br /> DISCLAIMER STATEMENT: CERTIFICATION STATEMENT: THE BRIDGE OVER THE NEW MERCER CANAL AT NNE DRIVE JUST EAST ms
<br /> OF MERCER DRIVE. THIS DRAWING IS AT MODIFIED STATE PLANE.TO REDUCE TO STATE c a o
<br /> g These plans have been reviewed by the City of Fort Collin s I hereby affirm that these PLANE COORDINATED,SCALE AT 0.99973537(1.00026470)ABOUT THE .e
<br /> ,D for concept only. The revies does not imply responsibility by final con. ti-plane ELEVATION: 5064.31 (NAVD88) ORIGIN 0.0. CALL UTILITY NOTIFICATION CENTER OF y C
<br /> S�## the reviewing department,the City of Fort Collins Engineer,or were prepared under my Q'00 LICE. COLORADO E_y
<br /> the City of Fart Collins far accuracy and comectnes.of the direct wpervision,in p 4J. H a;
<br /> calculations. Furthermore,the revles does not Imply that ...-donce with.II O• ��O' .'.�� PLEASE NOTE: THIS PLAN SET IS USING NAVD 88 FOR A VERTICAL V;
<br /> quantities of Items on the plans curs the final quantities applicable City of Fort DATUM.SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED ;
<br /> O required. The review shall not on canal uad forany reason Cdlins and State of f ,��' (PRIOR CITY OF FORT COLLINS DATUM)FOR THEIR VERTICAL DATUMS. • Ij LZ
<br /> cceptance of financial responsibility by the City o1 Fort Cdorado atantlarde and 1
<br /> Cdl ns ter additional quantities of item.shown that may be atotutea,respectively, and - a: N
<br /> required during the construction phase. that I am fully responsible •.+� IF NGVD29 UNADJUSTED DATUM(PRIOR CITY OF FORT GOWNS DATUM)
<br /> for the accuracy un all 'aE Know Who.below.
<br /> 4+ design.reHsions, d record SS/pNµ E IS REQUIRED FOR ANY PURPOSE,THE FOLLOWING EQUATION SHOULD BE C811 bI IN you dip.
<br /> conditions that I have noted USED: NOVD29 UNADJUSTED(PRIOR CITY OF FORT COLONS DATUM)= cAu auvNfss oars w ADVANcf afros(
<br /> on these plane. NAVD88— 3.17' rau as rAADE as fauvAtf Ina NNE
<br /> AmaNc s ar UNDER040UND afnaw U—Cl.
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