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v <br /> — — - - - - - - I NOTES _ <br /> KEY MAP -� �0� <br /> o - - - - - - - - - - - - - - - <br /> POND A- — <br /> y I /� �_ 1 REMOVE RECLAMATION FILL MATERIAL AND <br /> — — — — — — — — UPPER PORTION OF SLURRY WALL FROM <br /> — — — — — — — — — — — <br /> � I <br /> — — _ _ — _ � ) ' ._ �-' � � _ ;�. �, BERM SEPARATING POND A AND POND B <br /> I I LIMITS TBD BY ENGINEER DURING <br /> AZ -__/� f ij CONSTRUCTION PROJECT <br /> o ) p POND B <br /> L 2 SURVEY HORIZONTAL AND VERTICAL <br /> LOCATION OF EXPOSED SLURRY WALL AFTER POUDRE PONDS <br /> NOT TO SCALE WASTE MATERIAL REMOVED IMPROVEMENTS AND <br /> 3. DETAIL A THIS SHEET SHOWS SPECIAL RESTORATION PROJECT <br /> CEMENT-STABILIZED-BENTONITE TRENCH <br /> 47+00 I BACKFILL REQUIRED WHERE PIPELINE POND B SLURRY WALL <br /> 48+00 CROSSES SLURRY WALL.THIS BACKFILL TO AND INTERCONNECT PIPE <br /> BE PLACED PRIOR TO REPLACING REMOVED <br /> WASTE MATERIAL WITH STRUCTURAL FILL. FOR CONSTRUCTION <br /> 4 RECONSTRUCT BERM BY BACKFILLING AREA CLIENT <br /> WHERE WASTE MATERIAL REMOVED WITH <br /> LIMITS OF OVEREX LIMITS AND I STRUCTURAL FILL(MAX 35%FINES,MAX PI OF City of Greeley <br /> I SLURRY WALL CROSSING I 0 10, P0' I 10) <br /> I IIa�n 5 PLACE STRUCTURAL FILL IN 8"LIFTS AND <br /> COMPACT TO AT LEAST 95%OF STANDARD <br /> _ t PROCTOR MAXIMUM DRY DENSITY(ASTM D <br /> 98) <br /> 6 INSTALL NEW SOIL-CEMENT-BENTONITE CONSULTANT <br /> SLURRY WALL ALONG SAME ALIGNMENT AS AECOM <br /> 0 EXISTING POND A SLURRY WALL AND BY 7595 TECHNOLOGY WAY <br /> LIMITS OF OVEREXCAVATION DENVER,CO 60237 <br /> AND NEW SLURRY WALL USING SURVEY DATA FROM NOTE 2 ABOVE. T 1-303-740-2600 F 1-303-694-3926 <br /> 4670 -- --- - ---- - ---- - --- - - - - - - --- —- - - -- -- -- - -- --- — - - - - - - 4670 SEE PROFILE ON SHEET C-10 www aecom corn <br /> -- - --- --- -------- ---------------------------- -- LIT <br /> HnS <br /> \ / <br /> \ EXISTING GRADE / ENGINEERING <br /> F- gineenng <br /> \\\ - - - SLURRY TRENCH CSS // -- 2750sS nWaAswoM Blvd,Suae D-200 <br /> LL EACtC1=ttLPER _-__--_ __ - _-___ - - ___ __ _ _ _ _ <br /> t / - 4660 V Denver,Colorado 80227 <br /> z \ SPECIFICATION / z O15oe 303 625 9502 <br /> O 3 0' / O www Lrtho,rEn com <br /> SECTION 02261 9 <br /> J \ <br /> \ Q <br /> 4650 STINI'J�LURRY WALL - __ _ - - —_J/ -__- -- J <br /> — — <br /> w — — — — —'— — — — 2H(MAX) 1V w <br /> i� AFTE ST ,4TERTAL — — <br /> o BOTTOM OF NEW <br /> 71 <br /> o y ___ ___ SLURRY WALL KEY <br /> w 4640 -- -- ------ --'- - - --KEY-3-FTJNTO---- - - ------- ---- - -- 640 <br /> z EXISTING SLURRY WALL G <br /> 0 8'MIN SSB TRENCH BACKFILL <br /> L) F1ROM PIPE INSTALLATION <br /> z PIPE CRADLE FOR <br /> z <br /> 4630 463° CONSTRUCTION <br /> 0 46+30 46+50 46+75 47+00 47+25 47+50 47+75 48+00 46+25 48+40 <br /> a <br /> o STATION(FT) <br /> a <br /> o SLURRY WALL CROSSING PLAN & PROFILE <br /> 0 00 d rn C-10 AS NOTED �►� /Cic� <br /> N 5'MIN S MIN STRUCTURAL FILL TO 24 9 <br /> N SEE NOTE 6 < SEE NOTE 6 <br /> w RECONSTRUCT BERM SSj1�•• <br /> w <br /> 57 <br /> N <br /> a Y EXISTING GRADE/ <br /> of WORK PAD <br /> EXISTING SLURRY WALL <br /> N \ SLURRY TRENCH TO BE REMOVED 24 ISSUEIREVISION <br /> 0 8 <br /> Ch 'i ' � MIN CEMENT-STABILIZED <br /> SOIL BENTONITE(CSSB 1 '' <br /> COMPACTED TRENCH BACKFILL PER o 11/0612020 ISSUED FOR CONSTRUCTION <br /> � . ; <br /> o }y 4 SPECIFICATION SECTION BACKFILL \; I1R DATE DESCRIPTION <br /> o } 02261 <br /> W <br /> �o <br /> NEATLY TRIM AND ROUGHEN <br /> Nai EXPOSED SLURRY WALL <br /> GRANULAR <br /> 36"STEEL PIPE, / Itp \ MATERIAL PER <br /> C RESTRAINED SPECIFICATION <br /> L PIPE CRADLE <br /> t- SECTION 02322 <br /> o w S-02 PROJECT NUMBER <br /> 'o / i/ / / \ \ / /\ / /: <br /> rc <\\�\ \\<\\�\/\\�\� ./\\� .\ \\ \ \/. \/\��\\, \\� EXISTING SOIL <br /> g SOIL BENTONITE Project Number 60609097 <br /> F 9 EXISTING SLURRY WALL BACKFILL PER SHEET TITLE <br /> 0 TO REMAIN BEDROCK SPECIFICATION <br /> m w SLURRY WALL DETAILS <br /> MO <br /> SECTION 02261 <br /> �1 SLURRY WALL CROSSING DETAIL SLURRY WALL CAP DETAIL <br /> 'E NOT TO SCALE <br /> C-00�1 NOT TO SCALE SHEET NUMBER <br /> 'LT <br /> C-11 <br />