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2020-11-19_PERMIT FILE - C1980007 (3)
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2020-11-19_PERMIT FILE - C1980007 (3)
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Last modified
12/28/2024 5:42:56 AM
Creation date
12/8/2020 7:57:49 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
Permit File
Doc Date
11/19/2020
Doc Name
South Prong Restoration Plan
Section_Exhibit Name
Exhibit 80 TR-148 South Prong Restoration Plan
Media Type
D
Archive
No
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\ c' (o I I LARGE COBBLE MATERIAL (24" MIN.) SHALL BE PLACED AT <br /> FINISHED GRADE AS SHOWN ON THE PLANS AND EXTEND <br /> 0 j j TO THE LIMITS OF THE OVERBANK CHANNEL (MIN.) 11 j j <br /> < < J i II SUBSTRATE MATERIAL SHALL BE PLACED AND <br /> COMPACTED AROUND THE LARGE COBBLE MATERIAL TO <br /> I CREATE AND INTERLOCKED MASS OF SUBSTRATE. \ I I I I <br /> �6 I I I SEED MIX AND EROSION CONTROL BLANKET SHALL BE \ I I I I I <br /> PLACED OVER COBBLE MATERIAL OUTSIDE OF THE LOW \\ <br /> I <br /> \� �, 0 II FLOW CHANNEL. (TYP.) I I I <br /> \ I <br /> LQ� �V '� <br /> I d F011 <br /> �� END NORTH FORK OF <br /> ACCESS -4° SOUTH PRONG CREEK <br /> p\ pU p� _ ) �� ALIGNMENTLo <br /> co FLOVV <br /> PROPOSED TOP OF <br /> I <br /> BANKFULL CHANNEL (TYP.) 0 O O TIE IMPROVEMENTS INTO /�� --- <br /> 7 p p p p EXISTING UPSTREAM - >° <br /> LEGEND: CHANNEL SECTION 'er/ 'I��� ,� ° NORTH <br /> BEGIN NORTH FORK OF o - o, <br /> \� 1 LEGEND: <br /> TOP OF BANKFULL CHANNEL \\ SOUTH PRONG CREEK , <br /> \� ALIGNMENT ` 769 // SUBSTRATE MATERIAL WITHOUT �� 1. AT THE DIRECTION OF THE ENGINEER, LARGER COBBLE <br /> _----- LIMITS OF DISTURBANCE \\\`� ���� O I MATERIAL (24" MIN.) SHALL BE SEPARATED FROM THE <br /> / FINES TO BE PLACED WITHIN THE _ <br /> STREAM SUBSTRATE MATERIAL AND PLACED AT THE <br /> COMPACTED STREAM SUBSTRATE MATERIAL 7 BANKFULL CHANNEL (6" THICK MIN.) i� �� - CREST OF THE PROPOSED RIFFLES SUCH THAT THEY <br /> CREATE AN INTERLOCKED BOULDER SILL. <br /> �QQL \�LARGE COBBLE MATERIAL �� WILLOW CUTTINGS TO BE INSTALLED ALONG 1 ��� �� _- 2. STREAM SUBSTRATE MATERIAL WITHOUT FINES SHALL BE <br /> � � / � � � <br /> BANKFULL BENCH SEE DT03 (TYP.) `� I CONTRACTOR TO COORDINATE �� �� �� PLACED ON THE TOP 6" (MIN.) OF THE LOW FLOW <br /> ® BANKFULL BENCH (LIMITS OF WILLOW CUTTINGS) WITH ENGINEER REGARDING �� ��� ��� ��-- CHANNEL. <br /> CONDITION OF EXISTING BANKS. �� ��� �� 3. MATERIAL PLACEMENT AND EXTENTS SHALL BE <br /> EXTENTS OF EROSION CONTROL BLANKET �`� -� �`9 p �0 o p �� �1 IF THEY CAN BE PRESERVED, ��� �� �i' CONSISTENT WITH THE DETAILS SHOWN ON SHEETS <br /> EROSION CONTROL BLANKET AND RIPARIAN SEED MIX ^`O I THE CONTRACTOR SHALL PROTECT �� �� �� DT01-DT03. <br /> UPLAND REVEGETATION TO BE PLACED FROM THE TOP OF THE LOW FLOW 0 AND TIE INTO EXISTING BANKS. _ _ 4. SEE DT02 FOR THE CHANNEL DIMENSION OF THE NORTH <br /> p ' �� �' - <br /> CHANNEL TO THE OVERBANK CHANNEL (TYP.) �°��' �-" � � � __ FORK OF SOUTH PRONG CREEK. <br /> 5 0 5 10 FT <br /> TIE IMPROVEMENTS INTO EXISTING <br /> UPSTREAM CHANNEL <br /> PROPOSED BANKFULL PROFILE STA.=1+89.93 <br /> EL.=7695.22 <br /> 7695 7695 <br /> 7694 7694 <br /> PROPOSED THALWEG PROFILE �OQ� <br /> ELA7694 03=1+84.13 EXISTING GRADE <br /> Z <br /> Q <br /> O ^ <br /> LL 7693 7693 LL <br /> o z z <br /> O O <br /> 0 <br /> 769 7692 <br /> Lu Lu <br /> o PLACE LARGER MATERIAL AT THE <br /> z \ CREST OF RIFFLE SECTIONS (TYP.) <br /> 0 <br /> 7691 � \ � 7691 <br /> \ COMPACTED SUBSTRATE MATERIAL <br /> w <br /> / WITHOUT FINES (6" THICK MIN.) <br /> TIE IMPROVEMENTS INTO EXISTING <br /> 1+72.07 <br /> DOWNSTREAM CHANNEL L.-7692.80 <br /> / COMPACTED SUBSTRATE MATERIAL <br /> 7690 (24" THICK MIN.) 7690 <br /> I <br /> STA.=1+72.07 6" BENTONITE BY OTHERS <br /> Q EL.=7692.40 <br /> U <br /> 7689 7689 <br /> N 1+72 2+00 2+16 <br /> M <br /> O <br /> CALL COLORADO 5 0 5 10 FT 1 0 1 2 FT <br /> 00 <br /> 1-18V11 <br /> j OR CALL UTILITY NOTIFICATION HORIZONTAL VERTICAL <br /> i� <br /> CENTER OF COLORADO <br /> 1 -800-922-1987 <br /> (.0 CALL 3-BUSINESS DAYS IN ADVANCE <br /> BEFORE YOU DIG, GRADE, OR EXCAVATE <br /> _o FOR THE MARKING OF UNDERGROUND <br /> MEMBER UTILITIES <br /> 0 <br /> 0 <br /> N <br /> o COMMENTS DATE JOB NO. <br /> N NO. BY DATE DESCRIPTION DESIGN DTL 10/28/20 SOUTH PRONG STREAM RESTORA T/ON PLAN 831-032.921 <br /> WRIGHT WATER ENGINEERS, INC. ---- DETAIL DTL 10/28/20 REVISION NO. <br /> 2490 W. 26TH AVE. SUITE 100A __ - ---- ---- CHECK SIDS 10/28/20 ___ <br /> DENVER, CO 80211 -- -- ---- ---- ---- APPROVAL NORTH FORK OF SOUTH PRONG CREEK PLAN & SHEET NO <br /> Q) (303)480-1700 FAX(303)480-1020 -- ---- ---- <br /> ---- SCALE SHOWN PROFILE <br /> v <br /> o __ ---- PP.dwg PP02 <br /> 0 <br />
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