|
m m m
<br /> IO
<br /> I ,- ALIGNMENT TABLE
<br /> ----" �' STATION NORTHING EASTING DELTA (D-M-S) LENGTH (FT) RADIUS (FT)
<br /> i PT 0+00.00 59,019.56 41,017.50
<br /> i
<br /> PC 1+67,48 59,155.74 40,920.01 022-23-00 82-32 210.71
<br /> PHASE 3 + PC 8+52.20 59,531.15 40,349.65 010-28-44 34.92 190.91
<br /> CLOSURE SURFACE ;-----1 y�
<br /> f i PT 8+87.11 59,552.26 40,321.90
<br /> 1 ' 1
<br /> PC 11+46.31 59.727.37 40,130.80 027-31-11 96.06 200.00
<br /> I = 1
<br /> PT 12+42.37 59,806.48 40,077.95
<br /> � PC 12+74.94 59,837.09 40,066.82 023-07-25 80.72 200.00
<br /> --- -' _ - PT 13+55.66 59,905.42 40.024.88
<br /> i
<br /> -� - - I Rv' PC 17+65.04 60,204.31 39.745.14 007-27-17 26.02 200.00
<br /> 61
<br /> EE-
<br /> jW ---`' ----- -_ �0 07� P7 17+91.06 60,222.10 39,726.17
<br /> PC 21+93.99 60.478.07 39,415.00 026-08-05 91.23 200.00
<br /> 1
<br /> 1 STILLING BASIN (SEE2�
<br /> ' �//E
<br /> PT 22+85.22 60,518-25 39,333.98
<br /> PC 24+02.80 60,545.31 39,219.55 003-55-31 249.42 3640.74
<br /> 1
<br /> PROPOSED CHANNEL ALIGMIENT ; 'P I p PT 26+52.22 60,594.36 38,975.05
<br /> 1 -
<br /> PC 27+48.71 60.610.09 38.879.85 042-48-18 145.20 194.35
<br /> 1
<br /> PT 28+93,91 60,580.54 38,741.11
<br /> LEGEND EXISTING ROADS/TRAILS NOTES: 0 100 200 FEET PC 32+18.39 60.401.81 38,470.30 032-24-37 113.13 200.00
<br /> `
<br /> EXISTING GROUND CONTOURS _ 1. SEE DRAWING 520 FOR CHANNEL CROSS PT 33+31.52 60,368.76 38,363.67
<br /> PROPOSED RIPRAP SECTIONS AND DRAWING 525 FOR CHANNEL
<br /> PROPOSED CHANNEL CONTOURS SIZE AND LINING TABLE. PC 42+95.11 60,351.71 37,400.23 017-23-27 38.13 125.62
<br /> a PROPOSED GROUTED RIPRAP
<br /> SECONDARY CHANNEL CONTOURS 2 SEE DRAWING 530 FOR STILLING BASIN PT 43+33.24 60,356.79 37,362.59
<br /> .
<br /> PROPOSED CLOSURE CONTOURS PROPOSED CONCRETE DETAILS AND SIZING AND LOCATION TABLE. PC 48+94.22 60,514.96 36.824.36 015-55-11 235.54 847.72
<br /> PT 51+29.76 60.549.33 36,592.11
<br /> 10400 10400 PC 58+37.13 60,554.97 35,884.77 04-0-44-13 149.05 209.64
<br /> LVC:200.00 PT 59+86.18 60,606.85 35,748.37
<br /> PA STA:10133.33.3
<br /> PVI ELEVLEV:10133 PC 60+39.24 60,641.80 35,708.44 015-00-12 23.86 75.92
<br /> � �
<br /> r�i N PT 60+63.10 60.654.46 1 35,688.34
<br /> N ao M
<br /> K:17.90
<br /> 10200 ` P LVC:50.00
<br /> -RA STA 10200
<br /> CLOSURE SURFAC &ii L PVI E :9 72.87
<br /> o EXISTING GROUND ID Q co �+
<br /> a P OPOSED CHANNEL ao n
<br /> z n G NG AT TOP OF RI RAP ____- +w m� I z
<br /> m a rn rn
<br /> �° a rn F
<br /> o
<br /> U
<br /> W 10000 - _ m m 10000 W
<br /> O =
<br /> cL
<br /> STILLING BASI}l �
<br /> o
<br /> o i GRADE BREAK STA = 60t45.4
<br /> 9800 ELEV = 9927.85 9800 ,
<br /> 7s .'•
<br /> 3 r �o m v?_ N e m rn o rn o m O {
<br /> O ap .6 O M m ♦ N O� ♦16
<br /> O�O N O i �{
<br /> wi N N N f~`!♦ N♦ _�M M M ^ 0 ap0 0 u'1 MO Op 0 ^ ♦p 1 8-, l
<br /> O O O O 0 0 O O_ O O O O 0 0 O O Obi rn ••••'�...• ••
<br /> v 47+00 48+00 50+00 52+00 54+00 56+00 58+00 60+00 60+86
<br /> EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION
<br /> o STATION, (FEET)
<br /> C 100 200 FEET 0 100 200 FEET 'pPRo"ED ev: DISCLAIMER �� ' CRIPPLE CREEK AND VICTOR
<br /> o JN NEWFIELDS PRODUCED THE INFORMATION PRESENTED . ewFields o COMPANY
<br /> o HORIZONTAL VERTICAL cHD]aED By: ON THIS DRAWING THROUGH THE USE OF AVAILABLE PROJECT
<br /> NO EXAGGERATION KG TECHNICAL INFORMATION AND EXPERIENCE RECEIVING THIS DRAWING DOES NOT GUARANTEE ANY VLF/OSA CLOSURE DESIGN
<br /> DE51GNU By; RIGHTS TO EITHER SUCH TECHNICAL INFORMATION OR
<br /> o JNM EXPERIENCE. ANY MODIFICATION OR ADAPTATION OF ITTI.E RUN"W
<br /> a` ♦ u/Da/ie nsuca Pas P>oz>arnnrc ,1Ep t THE DATA OR DRAWING SHV_L BE AT USER'S RISK SQUAW GULCH OSA CHANNEL 1 106.025.013P
<br /> oRA*4 Br: AND WITHOUT ANY LIABILITY OR LEGAL PLAN AND PROFILE (3 OF 3) NO
<br /> a REV DATE DCSCRUMON TECH
<br /> ENG JE RESPONSIBILII�' TO NEWTIELDS. 212
<br />
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