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I DIVERSION STRUCTURE SEE DETAIL 3 4 4c0 vj JI1 \� 076 i - -� 4816 11 I STA. 16 +30 END OF ALIGNMENT AT — — — — — —A$ CENTERLINE OF EXISTING DITCH ( -� EXISTING GRAVEL ROAD X x— x x x —- -- — x x x I x Dw02 -Mwol c A ate'✓ I i 2 3 ►�" a �// n E CULVE T ^ I , n a � 1M r r 0 24.9' x 60 I PROPOSED 60' DITCH EASEMENT /CHANNEL UNDERDRAIN AT STATION 14 +75 SEE DETAIL 4 I � ) � x I I LATCHLINE C2 ��J STA 14+Op PLAN VIEW STA 14 +00 TO 16-30 SCALE 1" = :0' EXISTING GRADE AT CENTERLINE STA. 4 +50 DROP STRUCTURE 'A' T _ -- - -- INV. IN = 4876.23 _0.105 '� I - 0.107. - GHnNNI 1. UNDERDPAIN 1 \STA 4 +75 CHANNEL UNDF DRAIN z d a n co ui v D 3 U N V) M a c 0 c U N V] V tr w 0 J W u, 0 05 :: I• STA. 7 +50 DROP STRUCTURE 'B' PROPOSED GRADE AT CENTERLINE INV. IN - 4874.86 INV OUT 487380 _ - - I _ - - \TA 7 +25 CHANNEL UNDE DRAIN STA +75 CHANNEL UN -•- DRAIN V.= 4 874.34� 6 k01J EXISTING DIVERSI;SMUCTURE TO REMAIN UNDIDwSEE GRA /2 ��SHEET 2. FILL OR REMOVE EXISTING DITCH TO MATCH ADJACENT GRADES TOP OF PROPOSED C0f1CRE7E CHANNEL AT CENT'ERLINF EXISTING GRADE AT CENTERLINE (TYP -) PROPOSED GRADE AT CENTERLINE (TYR) `° frig na ^� ^ m 00 � a0 co �^ a a 110 a m (O W 'aa m m a W^ la am W v a aao a m s a a*000 1 +1" 2 +00 a 3 +00 7 +00 4 +00 8 +00 5 +00 9 +00 10 +00 14+00 61+00 z d a n co ui v D 3 U N V) M a c 0 c U N V] V tr w 0 J W u, 0 05 :: I• STA. 7 +50 DROP STRUCTURE 'B' PROPOSED GRADE AT CENTERLINE INV. IN - 4874.86 INV OUT 487380 _ - - I _ - - \TA 7 +25 CHANNEL UNDE DRAIN STA +75 CHANNEL UN -•- DRAIN V.= 4 874.34� 6 k01J EXISTING DIVERSI;SMUCTURE TO REMAIN UNDIDwSEE GRA /2 ��SHEET 2. FILL OR REMOVE EXISTING DITCH TO MATCH ADJACENT GRADES TOP OF PROPOSED C0f1CRE7E CHANNEL AT CENT'ERLINF EXISTING GRADE AT CENTERLINE (TYP -) PROPOSED GRADE AT CENTERLINE (TYR) `° frig na mmm ym� a, ,n �^ ^o Ins 00 � a0 co �^ co 00 aw a a) a W v a aao a m 11 +00 12 +00 a 7 +00 8 +00 9 +00 10 +00 PROFILE VIEW STA 1 +00 TO 16 +30 SCALE: 1" = 60' HORIZONTAL SCALE: 1" = 6' VERTICAL PROPOSFD 60' FASFMFNT -_20' MIN wAiU: �;u�r ACE Foy 0 MAINTAIN 1 0' Fl:rr f, rinul, — I III "1' ,Illilrll, II1,11 ' PROPOSED DITCH CO. ACCESS 1 1.5 -- (TYP) COMPACT AREAS OF OVER EXCAVATION/ �I TO 95% OF MAXIMUM DRY DENSITY AS (LOOKING DOWNSTREAM)\\ DETERMINED BY THE SIANDARD DENSITY /MOISTURE TEST ASTM D698 \ Sl 1. I'FTAll s (TYPICAL). SECTION A N T ';_ Z J R 20' MIN. 12' (TYP. ) (TYR) 1 L_ (Tn'.) (LOOKING DI STA. 11+05 DROP STRUCTURE 'C' INV. IN =4873.44 INV OUT = 4872.37 -0.10% __ __. - - - __ - � ` / • I \STA 12 +25 CHANNEL UNDE DRAIN n nN m^ K � a r \\,S TA 14+75 CHANNft UNDFPDRAIN 0° rn a) 15 +00 rnn N m mm a •r (�Scale: 1" - 7_0' 0 10 20 40 P -N-SED 60' f AIj 1.11 N I __ - WATER SURF A([ I lIn v -- 29 111 I;•r( MAIN TAW 1 fl' 1 Pf I Hr)A,Pl1 2 SiPEAM` SEE Ul.'All 1 SECTION NT, at+• I "9j 4870 + a In co ri w m ^ r:- r-. co M 16 +00 Permit Class: �) �Z_ Confidental?: From: - Type-Seq.: Lt f R' z. To: Doc. Namr� ,c'.,, .J Doc. Date (if no date i P) stam Specialist: 14r I GRADING AND DRAINAGE PLAN SMITH AND EMMONS IRRIGATION DITCH RELOCATION DUCKWORTH PIT WELD COUNTY, COLORADO s�o�. C Co ,� f�=1 s am em maao 00 a.m 11 +00 12 +00 13 +00 14+00 n nN m^ K � a r \\,S TA 14+75 CHANNft UNDFPDRAIN 0° rn a) 15 +00 rnn N m mm a •r (�Scale: 1" - 7_0' 0 10 20 40 P -N-SED 60' f AIj 1.11 N I __ - WATER SURF A([ I lIn v -- 29 111 I;•r( MAIN TAW 1 fl' 1 Pf I Hr)A,Pl1 2 SiPEAM` SEE Ul.'All 1 SECTION NT, at+• I "9j 4870 + a In co ri w m ^ r:- r-. co M 16 +00 Permit Class: �) �Z_ Confidental?: From: - Type-Seq.: Lt f R' z. To: Doc. Namr� ,c'.,, .J Doc. Date (if no date i P) stam Specialist: 14r I GRADING AND DRAINAGE PLAN SMITH AND EMMONS IRRIGATION DITCH RELOCATION DUCKWORTH PIT WELD COUNTY, COLORADO S, Ull.1 �� ..I,I ul , 1' +, Designed b, -- I?f'A U,)t� vl" ,. •,., Drawn by Checked by WI-IM nr;lp 1, �,� "I „• 1 .. s�o�. C Co ,� f�=1 s