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2021-07-22_REVISION - M2010071 (6)
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2021-07-22_REVISION - M2010071 (6)
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Last modified
1/11/2025 5:31:35 AM
Creation date
7/26/2021 6:20:28 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M2010071
IBM Index Class Name
REVISION
Doc Date
7/22/2021
Doc Name
Request For Amendment To Permit
From
City of Lafayette
To
DRMS
Type & Sequence
AM2
Email Name
AME
MAC
Media Type
D
Archive
No
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OVERBUILD <br /> SEE e <br /> DOWNSTREAM F� 20'-0" P�EGG UPSTREAM SLOPE <br /> 4H:1V SLOPE ABOVE RIPRAP BENCH 9T y 6 <br /> SLOPE So �� 3H:1V SLOPE BELOW RIPRAP BENCH FPG�'O <br /> 6" MAX TOPSOIL SEEDED 6.0 `�LFFsr <br /> WITH NATIVE GRASSES / TYPE VL RIPRAP <br /> 1 SEE NOTE 4 r/ \\ \,\ / ' 4 1'-O" THICK ti <br /> / % 1 6" COARSE RIPRAP BEDDING OVER <br /> 3 \\\ CHIMNEY 6" FINE RIPRAP BEDDING <br /> Ai�, DRAIN <br /> RIPRAP BENCH <br /> EXISTING _ _ ,, \ GENERAL \\`\`"\\/ \\//\\/\ ,` \ \\/\\/\\/\\/\\/\/ - <br /> 4'-0" <br /> I I I'—I I 1-III III=1 I I-I \\/ /\\\ / / / / / /' /' / r\ // / Fly / �\/ <br /> \ \r\\\ \ \ \ <br /> \ <br /> ilII I=--I I I I I OI VERSIB OI IU II LRI I DI EI IN_I I-II I=I \ / G�NE\/\\\\ EMBANKMENT <br /> TRALI I III �ENERAL /����\•/�\\-//�\/�3X/\\,� N \/ \\/ \�/� / I��\ <br /> EQUAL UPSTREAM <br /> \ \ \\/� \EMBANKMENT / / /FILL <br /> 1 <br /> AND DOWNSTREAM r\\/\ \\/�\/ /\\/\\/\\\/ j \j /\\/�%\ <br /> EMBANKMENT CORE \//\ \/\/ /\�\//\//\//\//\ ` /\//\ //\//\//\//\/�\//\�SLOPES <br /> TOP OF <br /> BEDROCK <br /> r r.: AVATE DOWN TO <br /> !)MPETENT BEDP.00H; <br /> 5. 0.. <br /> --BEDP)CI-. DPOCI-! <br /> EQ. EQ. <br /> CE KEYWAY <br /> NOTES: SCALE: 1/8" = 1'-O" <br /> 1. SEE THE PLANS AND SECTIONS ON SHEETS <br /> C-11 THROUGH C-27 FOR LOCATIONS AND 8' 0 4' 8' 16' <br /> ELEVATIONS OF THE EMBANKMENT CORE, (::LTYPICAL EMBANKMENT DAM DETAIL <br /> KEYWAY, RIPRAP BENCH, EXCAVATED SLOPE, C- U SCALE: 1/8" = V-0" <br /> AND BLANKET DRAIN. <br /> 2. CHIMNEY DRAIN AND BLANKET DRAIN COMPOSED <br /> OF PRIMARY FILTER MATERIAL. <br /> 3. THE RIPRAP WAS SIZED WITH THE <br /> UNDERSTANDING THAT "TOLERABLE DAMAGE" TO <br /> THE RIPRAP IS ACCEPTABLE, MEANING THAT <br /> PERIODIC REPAIR OF DAMAGED RIPRAP MAY BE <br /> REQUIRED. <br /> 4. PLACE GRAVEL ROAD MATERIAL IN LIEU OF <br /> TOPSOIL FOR THE ACCESS ROAD FROM APPROX. <br /> STA 26+00 TO 33+17 SHOWN ON SHEETS <br /> C-16, C-26, AND C-27. <br /> OWNER CONTRACTOR B R I E R L EY SHEET <br /> CITY OF LAFAYETTE ROCK PRODUCTS OF COLORADO, LLC aQgpDO[/�Ey GOOSE HAVEN RESERVOIR C-30 <br /> ASSOCIATES ��°oae°ft ��� CELL 2A <br /> P.O. BOX 893 Creating Space Underground �57505 n EMBANKMENT DAM DETAILS (1 OF 2) CRAWINCN21 OF 29 <br /> GRAPHIC,BALE 0 1" x 2" f' 3" BROOMFIELD, CO 80038 2000 S COLORADO BLVD.STE A400,DENVER,CO „a. REOSION <br /> 303.703.1405 FAX 303.53 1'1AL 4.1�7 - 0 <br /> CADD FILE NAME PLOT GATE APPRGbFD DAIS DESIGNED CHECKED DRAWN �k "(iN TRA 1 DATE DA.JOH SCALE <br /> NO. DATE REVISIONS BY CK (- 30 E)WG P,EB MG REB MAY 14, 2021 113136-000 1;8" 1•-0" <br />
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