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A PORTION OF THE SE 1/4 OF SECTION 1 & N 1/2 OF SECTION 12, T 28 N, R 4 E, WM
<br /> GENERAL NOTES a
<br /> NOTE 1: STRUCTURAL FILL L()
<br /> ALL FILL USED ON THE PROJECT SHALL BE STRUCTURAL FILL MATERIAL.STRUCTURAL FILL
<br /> 6" SHALL CONSIST OF PROPERLY MOISTURE CONDITIONED AND COMPACTED ON-SITE FILL SOILS
<br /> OR IMPORTED GRANULAR MATERIAL SUCH AS PIT RUN SAND AND GRAVEL THAT IS FREE OF —
<br /> ; Z4. :-.1.14,17,r...;::,:474/,*- j DEBRIS, ORGANIC CONTAMINANTS, OR ROCK FRAGMENTS LARGER THAN 6 INCHES. COKJ _
<br /> '''''''7‘.7, Z
<br /> \v 4N, COMPACTION SHALL BE ACHIEVED BY MECHANICAL MEANS AND A SHEEPS-FOOT ROLLER IS 1
<br /> 0-
<br /> .1,17...t_ 3 24" _ 7::7%i�" _ _ ``6 v v
<br /> '•-=•:�� ` RECOMMENDED IN ADDITION TO A STEEL DRUM VIBRATORY ROLLER.ALL FILL SHALL BE
<br /> I COMPACTED TO THE REQUIRED PERCENTAGE OF THE MAXIMUM DRY DENSITY(MOD)PER co L 0
<br /> ':,or NATIVE BACKFILL ...p,' AMERICAN SOCIETY FOR TESTING AND MATERIALS(ASTM)Ti1557. J
<br /> 2"-4" ROCK COMPACTED TO DENSITY `. W M O Z
<br /> OF ADJACENT SOIL IjZ Dj NOTE 2: SITE GRADING F 0
<br /> �-.� ` % ALL FILL AND BACKFILL SHALL BE PLACED IN THIN UFTS(APPROXIMATELY 6 INCHES)SO W Ur
<br /> FLOW ,L:�,r • :. 7 24" SOIL-CEMENT MIX THAT UNIFORM COMPACTION CAN BE ACHIEVED THROUGHOUT THE ENTIRE LIFT THICKNESS. FILL Z
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<br /> PLACED AS DIRECTED PLACED WITHIN 24 INCHES OF ROUGH GRADE SHALL BE COMPACTED TO AT LEAST 025
<br /> '14,411,410� _ BACKFILL••••�• BY ENGINEER (D X(p
<br /> ,,,......14,,,‘„,..;
<br /> o'3�sss.os. ---r►y,:� - - ROUGH GRADE SHALL BE COMPACTED TO AT LEAST 92 PERCENT MDD PER ASTM D 1557. IF w Z W Q
<br /> 12-MIN s - • CUTS ARE REQUIRED ACROSS THE SITE TO ACHIEVE GRADE,THEN THE EXISTING SOILS SHALL (0
<br /> ROCK\CHECK DAM SECTIONS a 2"PVC OR ABS BE CUT TO 2 FEET BELOW ROUGH GRADE,PROOF-ROLLED,AND THEN THE UPPER 2 FEET H vJ W W
<br /> GRAVITY OR PRESSURE PIPE I. (2 PLACE ) SHALL BE REPLACED WITH STRUCTURAL FILL COMPACTED TO AT LEAST 95 PERCENT OF THE
<br /> MAXIMUM DRY DENSITY. 0
<br /> 2 L= THE DISTANCE SUCH THAT POINTS 'o e PRIOR TO PLACING NEW FILL THE EXPOSED SUBGRADE ACROSS THE SITE SHALL BE Q 0 C�
<br /> 1...v14-* A & BARE OF EQUAL ELEVATION 12-MIN EVALUATED BY PROOF-ROLLING USING A PIECE OF HEAVY TIRE-MOUNTED EQUIPMENT OR A Q. --) 15
<br /> 'i.;4;`73:;, A NOTES: LOADED DUMP TRUCK. ALL SOFT AREAS IDENTIFIED DURING THE PROOF-ROLL SHALL BE W X w
<br /> Yv' 2 L 9 I. SOIL CEMENT BLOCKS PLACED OVER AND AROUND PIPE.TAMPED REMOVED AND REPLACED WITH STRUCTURAL FILL.AFTER PROOFROLLING,THE SUBGRADE Z
<br /> 2 AREAS SHALL BE THOROUGHLY COMPACTED TO A FIRM AND UNYIELDING CONDITION. ill
<br /> 1 . _: 1 SECTION A-A INTO PLACE BEFORE PLACING BACKFlLL. USE 10%CEMENT WITH w LLI G
<br /> �'- "-. ,_ 90%NATIVE SOIL AND WATER TO SUIT TO FORM A DRY MIX THAT 0
<br /> `.`.`.` ` y _ WILL HOLD ITS SHAPE WHEN MOLDED INTO A BALL NOTE 3: REGRADED SLOPES LL_
<br /> R'*i;ii:\ ALL NEW SLOPES SHALL BE NO STEEPER THAN 3H:1V. THE SLOPES SHALL BE TRACK WALKED
<br /> 1' SUMP 2. SOIL CEMENT BLOCK MINIMUN SPACING REQUIREMENTS: PRIOR TO PLACING LANDSCAPE MATERIALS AND HYDROSEEDING.
<br /> 20%TO 35%GRADE-36 FT MAX CENTER TO CENTER Z
<br /> L
<br /> A 35%TO 50%GRADE-24 FT MAX CENTER TO CENTER NOTE 4: MONITORING AND TESTING
<br /> SPACING BETWEEN CHECK DAMS SOG OR MORE 16 FT MAX CENTER TO CENTER THE OWNER WILL EMPLOY THE GEOTECHNICAL ENGINEER TO OBSERVE EARTHWORK ACTIVITIES Q
<br /> AND TO TEST STRUCTURAL FILL PLACED ON 1HE SITE. THE CONTRACTOR SHALL FACILITATE n/
<br /> OBSERVATIONS AND TESTING BY THE OWNERS REPRESENTATIVES AS NEEDED. Et
<br /> DETAIL- ROCK CHECK DAM ~
<br /> GRAVITY DR PRESSURE pp, • c HYDROSEED MIX SPECIFICATIONS 4,
<br /> NO SCALE � \�_
<br /> Ill t2"MIN LOWGROW (ORCHARD) SEED MIXTURE MODIFIED
<br /> -L�, � �L.'�� �, 50%ELF(OR COMPARABLE)PERENNIAL RYEGRASS
<br /> o..,,,4--
<br /> -
<br /> !T-d-a _ 30%CREEPING RED FESCUE
<br /> -i''�est-•.- 10%HARD FESCUE .r_ _=i
<br /> 2-PVC OR ABS 12"MIN 5%LUPINE ='7u
<br /> DRAIN PIPE 5%WHITE DUTCH CLOVER ;744 -4-
<br /> (2
<br /> (2 PLACES) GRANULAR PIPE
<br /> BEDDING J �'" •
<br /> A ,
<br /> DETAIL - PIPE ANCHOR
<br /> SCALE: NONE to N
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<br /> Y ROCK HEADWALL ROCK HEADWALL It 4 3 Lt
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<br /> w 18"0 INLET cc 9 24"0 CULVERT
<br /> n 24'M CPEP
<br /> .. OUT To SDMH P © o (INLET/OUTLET)
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<br /> 1 ��-�/ 103' 1 - o 1�___ �11 1"�1 Il'+•-ia :�T'� REVISIONS: APPD.
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<br /> m7T '—,` _-- �!1���;1 C/L DITCH __ _ l�l�:
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<br /> S IIII RIP-RAP PAD RIP-RAP PAD
<br /> 4"-B"QUARRY SPALLS , H 4"-8"QUARRY SPALLS
<br /> TYPE 2 48"0 CB 24"0 ACCESS
<br /> 0
<br /> PLAN
<br /> t"-2'-0"
<br /> Q PLAN PLAN
<br /> SOON j2 TYPE 248'0
<br /> DATE: MAY,2016
<br /> W/ROUND:1503
<br /> LOCKING COVER
<br /> ROCK HEADWALL PER
<br /> RIM ELEV=494.
<br /> 0, DESIGN: JNM
<br /> DETAIL THIS SHEET 18"0 INLET 24"0 CULVERT
<br /> DRAWN: CLX
<br /> Tip (INLET/OUTLET) I CHECKED: JNS
<br /> g 18'50 INTAKE 1. IB"SD INTAKE REVISION
<br /> gWI TRASH RACK W/TRASH RACK NUMBER:
<br /> w IE=490.57 \ DITCH=490.80 -- ND,J.A -- Q,J.\ -5.
<br /> DITCH
<br /> FLOWUNE . . FLO'M1NE �J __ �J .i;\ � .
<br /> SCALE:AS NOTED
<br /> ��� 20CF` e.CPEY '/r1,1 �•�l� --- i 1 el - �r
<br /> s� ��� /� S'1B4O op — a5 s�9TT ��/C�•�-c ."..4.75,17.r.-"..P4117.1 �!�� _�
<br /> RIP-RAP _ PROJECT NUMBER:
<br /> Sm RIP-RAP PAD 4 B QUARRY 2' 4P 8"QUARRY
<br /> 2'
<br /> CEMX00000005
<br /> && 2-4 QUARRY SPALLS SPALLS
<br /> IE=486.98 GALS( )
<br /> IE=466.98 ELEVATION ELEVATION DRAWING FILE:
<br /> AB-SP-007-CEMX0005.dwg
<br /> 24"SD DAT TO SOON Et
<br /> 4 ti IE=486.93 DETAIL - 18" INLET HEADWALL DETAIL - 2411 CULVERT HEADWALL
<br /> ELEVATION SHEET NO.
<br /> Iia DETAIL -SDMH #2 -ASBUILT NO SCALE NO SCALE ^ P^
<br /> isi NO SCALE J lj,{J
<br /> Mc,
<br /> RECORD DRAWING 04-04-2017 OF 8
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