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2017-01-18_INSPECTION - M1992069
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2017-01-18_INSPECTION - M1992069
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Last modified
12/13/2020 2:11:19 PM
Creation date
1/19/2017 7:49:48 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M1992069
IBM Index Class Name
INSPECTION
Doc Date
1/18/2017
Doc Name
Corrective Action Documentation
From
Aggregate Industries
To
DRMS
Email Name
PSH
Media Type
D
Archive
No
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DRMS Re-OCR
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Signifies Re-OCR Process Performed
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FILL SLOPE <br /> --j 10"[— 15'-0' MAX. FOR 11/2:1 SLOPE <br /> T+P UNLIMITED FOR SLOPES FLATTER THAN 11/2:1 <br /> TYPICAL WALL--I 12-I— i i TOP OF WALL <br /> I <br /> r 403 P—i401-1 T <br /> i i • <br /> nv +. 601 <br /> HEADWALL FOR SINGLE PIPE 4"x4" 1 I I <br /> 1 I I � <br /> �- X BEVEL 1 1 404 1 I I --11-- I <br /> 1 i I I } I <br /> t ^t- +cam-r-r-r-ram-1 403 I i 402 I I I 14 ® 1-0" <br /> I, . •:.l':.I. •1 •1 ' 1•.1 'I B E Z ' <br /> t�r,� 1• •I 404 Bo �j- y2f (m0 EACH TIE) �20 M1N{ I I 1 <br /> 1 1 •.r. .�-r:.l I 1 _iT _{ I— Ifs I 1 LONG 1 <br /> _�i le" I 404 402 J I '{ <br /> I 'I I Var. x-4' Var. 0' I I C - $ <br /> `j GTRs. I I � y I-4- I r <br /> 1 � iV 601 Jj 1� { Y 0 1 <br /> y 1 t <br /> r-'Fk`I 40 1 I "�- �g"'' 601 I <br /> •I.. i. �- y.• I,_,. 404 403— <br /> OPTIONAL 402 403 404 1 I 11 <br /> 24" NOTCH, T`-f '1', -, T{ .'T � � •� I I It <br /> OPTIONAL FOR 1 11 I•.;�'.•�' N 1' 1• F B <br /> WINGWALL L•_L•�'�l_.i�,i+-.:. i.�L'1 I I '0' FOR I 1 h a 13 <br /> _ _ ., 403 �_� 1 1 /2 1j DRAINAGE BEHIND WALLS, IF <br /> 401 J THIN—WALL PIPE, - So + e" I t SHORT C — BARS 11 REQUIRED, WILL BE SPECIFIED <br /> 402 40402 INSTALLATIOICAL N r i� I ALTERNATE WITH �i AND PAID FOR AS SHOWN <br /> BAR BENDING <br /> A 12' CTRs A INLET OUTLET 1 I LONG C BARS. I u ON THE PROJECT PLANS <br /> TYPICAL BAR LAYOUT I=Qf2 CONCRETE HEADWALLS LS j" j 31/2" x 11/Q 1 <br /> ENDS OF Ili I I 11 <br /> CONSTR. KEY h <br /> THIN-WALL PIPE I_E= I I II d - BARS <br /> DIMENSIONS APRON 14 x 2'-D" IMf I I 2" CLR. �11 <br /> 60 X A y B o V-8" <br /> In. tt.in in, IL-in. in. PRQIECr V-0" I I "t` --- ------ ------ <br /> 46 15-0 10 0-6 10 HEADWALL HEADWALL I' �' 1 '�-° ,--====f =t`--5'R. SIX #4 (SEE DETAIL "A•� <br /> g f 3"CLR. <br /> WHEN APRON IS REQUIRED <br /> e = 9" tRS. 0 b <br /> h = 10' MAX. W <br /> OPTIONAL MATERUL GENERAL NOTES 0 = 2'-4" <br /> - -403 b = 4'-4' <br /> tY'1 .- 12" 1. CONCRETE SHALL BE CDOT CLASS B (3000 PSI O 28 DAYS). TYPICAL SECTION <br /> TOP VIEW //� �� / I 1 _403� 2. EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/". W = 6'-6' <br /> 3. REINFORCEMENT SHALL BE DEFORMED BARS, GRADE 60. C & IfBAR$ 609' CTRS. <br /> #5 x� O 12'CENTERS 4. MINIMUM COVER FOR CONCRETE REINFORCEMENT SHALL BE 3" <br /> EACH FACE PROJECTED „ WHERE PLACED AGAINST EARTH AND 2" WHERE EXPOSED TO <br /> INTO WINGWALL 2'-O" MIN. / / ,+ , , , WEATHER. DESIGN TABLE <br /> 5.THE MINIMUM SPLICE LENGTH FOR COMMON BAR SIZES SWILL BE-- <br /> TOP OF / #4 ® V-6' <br /> WINGWALL .'.' /' RE—BARS FROM WINGWALL BAR #4 #5 1 <br /> FOOLING CONTINUE SPLICE LENGTH 1`-3" 1'-7' MIN.I` <br /> INTO THE HEADWALL <br /> / 6. PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT THE b' 3" CLR <br /> REINFORCING AT THE POSITIONS SHOWN ON THE DRAWWGS. <br /> r•=-- <br /> / CONNECTION 4 <br /> BARS 1 <br /> #4 ® 1'-6" 14 x 2'-0" 0 i'-6" <br /> I <br /> 3" CLR WITH CONCRETE APRON <br /> REINFORCEMENT 0.89 L.B./SQ. FT. <br /> APRON <br /> TOE WALL WINGWALLS <br /> HEADWALL/WINGWALL REINFORCEMENT DETAILS <br /> N.T.S. �5 <br /> Y .900/0 <br /> AlW <br /> 7�RE�VI� COCOCY3.03 SRP THE�^BOYD IRRIGATION COMPANY y.t. <br /> ?1 RFV2 x 0 n ma m ANdERSON CONSOI71Nq ENf11NEERS,INC. BOYD AND FREEMAN DITCH <br /> i REVS DETAILS SRP/CJP GENERAL DETAILS <br /> Cisif•I{'aavRrsaarcet F.mirunuantul GREELEY REACH REPAIR AND <br /> REV4 n!xw�.,.w.r.s,.,,±�ra,caurrn�±! <br /> REVS 3 i5 2011 rn"v trotnrulnFai!t <br /> t REV6 wm � � �eCJP HILL REACH IMPROVEMENTS <br />
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