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PERRY PIT EAST RESERV.
<br />OIR
<br />SLURRY WALL AND SPILLWAY CONSTRUCTION PLANS
<br />Apart of
<br />N-E i/4 SECTION 25 , TI N, R67W and
<br />NW 1/4 SECTION 30, TIN, R66W OF THE 6TH P.M.
<br />GENERAL NOTES
<br />1. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO COMMENCEMENT OF WORK AND SHALL BE
<br />RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES AT NO COST TO THE OWNER.
<br />2. THE ORDER OF PRECEDENCE FOR THE PLANS, SPECIFICATIONS, DETAILS, AND NOTES SHALL BE AS FOLLOWS:
<br />A. CONTRACT FORMS AND CONDITIONS
<br />B. WRITTEN SPECIFICATIONS
<br />C. CONSTRUCTION PLAN SET
<br />3. WATER SHALL BE USED AS A DUST PALLIATIVE. LOCATIONS SHALL BE AS ORDERED BY THE OWNER.
<br />4. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS AND COORDINATION WITH ALL
<br />RELEVANT LOCAL, STATE, AND FEDERAL AGENCIES.
<br />5. ALL SIGNS, SIGNING, MARKERS, DELINEATORS, AND OTHER TRAFFIC CONTROL DEVICES ARE TO CONFORM TO
<br />THE REQUIREMENTS OF THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (IF
<br />REQUIRED).
<br />6. ALL DISCREPANCIES WITH THE PLANS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE
<br />ENGINEER IN WRITING PRIOR TO CONSTRUCTION.
<br />7. PERRY PIT IS AN ACTIVE SAND AND GRAVEL MINE OWNED BY ASPHALT PAVING COMPANY. COORDINATION WITH
<br />ASPHALT PAVING COMPANY MINING AND PROCESSING OPERATIONS WILL BE REQUIRED.
<br />8. XCEL ENERGY MUST BE NOTIFIED DURING CONSTRUCTION OF SLURRY WALL WITHIN XCEL ENERGY EASEMENT:
<br />XCEL ENERGY CONTACTS:
<br />WILLIAM BRAASCH 303 - 571 -7082
<br />HARRY SWINHART 303 - 571 -7292
<br />Two working days before you DIG, GRADE,
<br />or EXCAVATE, call the Utility Notification
<br />Center of Colorado, 1- 800 - 922 -1987 (or
<br />534 -6700 in Metro Denver), for the
<br />marking of member underground utilities.
<br />WELD COUNTY, COLORADO
<br />February, 2004
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<br />VICINITY MAP
<br />SCALE 1" = 2000'
<br />CIVIL DESIGN
<br />Applegate Group, Inc.
<br />1499 West 120th Avenue, Suite 200
<br />Denver, CO 80234 -2728
<br />303 - 452 -6611
<br />111 111 1 111
<br />GEOTECHNICAL/SOIL INVESTIGATION
<br />J.A. Cesare and Associates, Inc.
<br />7108 —B South Alton Way
<br />Englewood, Colorado 80112
<br />303 - 220 -0300
<br />SURVEYING PROVIDED BY LANE ENGINEERING SERVICE, INC. 2003, PROJECT
<br />C21 -308
<br />CONTROL POINTS:
<br />POINT
<br />NORTHING ft
<br />EASTING ft
<br />ASSUMED ELEVATION ft
<br />N Y4 SEC 25
<br />9,975.56
<br />7,375.04
<br />4941,4
<br />NE CORNER SEC 25
<br />10,000.00
<br />10,000.00
<br />4933.5
<br />NE CORNER, W l¢, NW Y4 , SEC 30
<br />9,998,93
<br />11,403.43
<br />4939,1
<br />DRAWING
<br />INDEX
<br />SHEET NUMBER
<br />TITLE
<br />1
<br />COVER SHEET
<br />2
<br />SITE PLAN
<br />3
<br />SLURRY WALL DETAILS
<br />4
<br />SPILLWAY SITE PLAN
<br />5
<br />SPILLWAY AND BANK PROTECTION DETAILS
<br />6
<br />SLURRY WALL P&P STA 0 +00 to 14 +50
<br />7
<br />SLURRY WALL P &P STA 14 +50 to 28 +50
<br />8
<br />SLURRY WALL P &P STA 28 +50 to 42 +50
<br />9
<br />SLURRY WALL P &P STA 42 +50 to 56 +50
<br />10
<br />SLURRY WALL P &P STA 56 +50 to 65 +50
<br />NOTE:
<br />SPILLWAY AND BANK PROTECTI M ARE NOT PART OF THIS PROJECT.
<br />I HEREBY CERTIFY THAT THESE PLANS FOR THE CONSTRUCTION
<br />ON PERRY PIT SLURRY WALL AND SPILLWAY WERE PREPARED BY
<br />ME OR UNDER MY DIRECT SUPERVISION FOR THE CONSOLIDATED
<br />MUTUAL WATER COMPANY
<br />JOSEPH A. CESARE, P.E. COLORADO P.E. NO. 15797
<br />REUSE OF DOCUMENTS
<br />THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR-
<br />PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL
<br />SERVICE IS THE PROPERTY OF J. A. CESARE AND
<br />ASSOCIATES, INC. AND IS NOT TO BE USED IN WHOLE OR
<br />PART FOR ANY OTHER PROJECT WITHOUT WRITTEN
<br />AUTHORIZATION OF J. A. CESARE AND ASSOCIATES. INC.
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