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C9 <br />0 <br />0 <br />a <br />C <br />a� <br />c� <br />I <br />.o <br />N <br />W <br />N <br />V) <br />U) <br />0+ <br />�3 <br />v <br />0 <br />0 <br />Q <br />0 <br />0 <br />Q <br />0 <br />v <br />3 <br />V) <br />0 <br />0) <br />3 <br />0 <br />N <br />0 <br />0 <br />N <br />0 <br />/ <br />rn <br />a <br />V) <br />0 <br />0 <br />U) <br />N <br />N <br />Q <br />/ <br />Z <br />0 <br />>n <br />N <br />O <br />N <br />0 <br />(N <br />N <br />N <br />E <br />4) <br />41 <br />U) <br />0 <br />U) <br />OVERHEAD ELECTRIC <br />PROTECT /"- /' POWERLINE i '\ _----- • <br />NowPOWER POLE pHE <br />_- _► .,, DURING SLURRY OHF- <br />WALL <br />HE <br />_ - - _ <br />_ ---_ - _.�.°•- .._.. 530 -WORK/ _ — - <br />---- 4 WAL <br />L WOR <br />SA-5� <br />_ r <br />_ 36+0 <br />SWR` 4 <br />r5_ <br />-34+00 <br />3 _4_+ p_ <br />--- <br />\ - <br />--L <br />}- <br />--- <br />;'s•, r° <br />4540 <br />X 32+00 <br />------------------ <br />t 30+00 _= '`.► `I t // <br />— <br />. <br />_, <br />-_ <br />;�. -� \ <br /><, , SWR -7 <br />_ < _ 4520 <br />-4500- -- �.r,4 - 6+0 \ <br />/ Q _ u <br />t-,-` - , <br />I r / _ \ <br />_ - Q ! <br />I `----_ . \. - _ , �,I O 4500 <br />/ I \ TIE TO EXCAVATIONS ", _ _ <br />�. - <br />\-- <br />SLOPE SEE SHEET i 0 <br />o` PROPOSE �2''x <br />_ `\\ <br />-� <br />EM _ w <br />'I <br />/ ENT , :- \ <br />BANKM <br />001 <br />\ <br />4480 <br />CD <br />4.S D1 _ — <br />i I , rq \ / / ! _ \ / `' I 0 I i 4460 --- <br />THM-8 <br />1r; <br />SA -4 , <br />N 1I -200 <br />\ 1 �XISTIN OWERPOLE & <br />_ \ i j \ I i \ <br />r OHE'T\O k -REMOVED \ , ,� 11 ,� 4 i f t <br />PRIOR T -CON-ST RUCTION <br />+ <br />4498 \\ \ B `>I t I i o ' <br />o 4560 <br />C I <br />4540 - <br />TIE TO EXCAVATIONS <br />SLOPE SEE SHEET 10CO <br />` <br />o , ! 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I I , ; �. c+o i I %u- 4520 <br />O <br />Lo 0)I <br />oi <br />Ln <br />w 4500 - <br />i p' y it I v ! \ \ \\I/ _I <br />--, o I ' I / \ , / t �..��`� 0 / ��_- iV !, w <br />+. <br />r I i { <br />t r r a0 I r { ` I i �I <br /><. .� SQUTHWE�1' RESERVOIR <br />\ �I C0 <br />I <br />I __/ <br />`� \\ ' f/ 0 5 5 , i I 'I \ 4480- <br />L0 k i { <br />'� !' \ LENGTH 7588 FEET <br />AAAA/REA 85.9 ACRES w a 1I ' I <br />no 70' <br />25' �---- <br />--------------- <br />HWL EL = 4524 45' ------__ <br />........... _ ... — ... _ ... _ ... _._ ......_.... .... — ... ------ --------- = EL=4526.7------------------_ <br />EXISTING GRADE .� �N• !_ <br />3• __" <br />" PROPOSED PLATFORM <br />4' MIN. <br />ESTIMATED SUITABLE <br />BEDROCK CONTACT <br />-150 -100 -50 <br />0 50 <br />STATION 14+00 A <br />515 <br />100 <br />150 <br />w <br />70' <br />3:1 (H: V) - <br />�---------- <br />25 45� _, 3.1 lN�l----------- <br />---- <br />::�HWL EL = 4524 � _`-- <br />--..—..._.v...—..._...—...—... - —EL=4528.8----------- <br />EXISTING GRADE 4:� �N:vl--"" PROPOSED PLATFORM <br />SLURRY WALL <br />4' MIN. <br />ESTIMATED SUITABLE <br />BEDROCK CONTACT <br />\ LN I <br />�. ¢ o c 4460 <br />/ O ; i ! � [ i I I rrj i -200 <br />! \ l l i <br />+ I "ice , I \ I v Lno <br />LO rI <br />_ I i o I <br /><\ <br />T I <br />/ --4510_ I 1 ,I I I r I {. <br />��� <br />—745,30—_ �/ G/ c I. �/ /' {I r i II i i; 4560 <br />L i t u I/ r\ / I - SVWR-9 <br />t C:, <br />+ ; -' f\ 'f ` 4 +o I i i 4540 <br />/ I / i f t , I I I o i <br />L 4520 <br />r -�— - �_ f— /. %I / --- _._.___--TFC _ fi i ,' 1--= —-- __ \/ �\ r _ _ I i i Z <br />\ p / I I j` ! / / v/ / /` i/ `\ Ij rl l /// 1 I \ / \ ` I I I i O <br />qqr\ t / / / <br />, Q SA13 <br />Boa Ln I _ / 1 /' /__ �\ �� I\ I I o I I > <br />a - w 4500 <br />,00 , w <br />Q a I -z'" f c i i c I `� I / 4480 <br />nO <br />\ i\ <br />�`� <br />f / \� ' <br />`\ \\ , ! I i4SA-7 -__ v � o r I I I I o <br />V- /� \ i i + 4460 <br />-200 <br />r \ <br />\ 155'1 FEET OF 30'\MIXING AREA <br />� bx \ ADJUST SLURRY WALL ALIGNMENT <br />\ <br />,\\ -IN FIELD IF NECESSARY <br />4540 <br />\\\\ C\ \ VOX/ ti\` \' \� __ _ \ / \ � + I \\ \\ <br />4520 <br />I ! \ <br />\\ _ _ <br />_ <br />_ <br />— \ ~-__-4500 <br />_ <br />\ r�'"`�+•., -_ 4500 <br />6 10 t <br />00 <br />- _ <br />Uj <br />R--, - _ 4480 <br />p _5 <br />74+ <br />(00 <br />SA -2 - - _ '' ;� 75+86 4460 <br />o SWR -1 200 <br />--- <br />THM-14 <br />(LOCATION IS 540'± <br />SOUTH OF SITE) <br />0 150' 300' <br />SCALE IN FEET <br />LEGEND SEE SHEET 2 <br />-150 -100 -50 <br />0 50 <br />STATION 18+00 B <br />5 5 <br />a <br />70' <br />25' 45' <br />HWL EL = 4524 — <br />100 <br />150 <br />200 <br />4540 <br />4520 <br />Z <br />4500 0 <br />J <br />W <br />4480 <br />4460 <br />4560 <br />4540 <br />H <br />4520 ILL, <br />O <br />Q <br />4500 J <br />w <br />4480 <br />4460 <br />��----------,�\ 4560 <br />4540 <br />EL=4531.5------ <br />EXISTING GRADE '�3:1 lN•vi PROPOSED PLATFORM <br />' <br />EXCAVATIONSLURRY WALL <br />----------------- --- <br />4'MIN. <br />Itt_ <br />ESTIMATED SUITABLE <br />BEDROCK CONTACT <br />-150 -100 -50 0 50 100 150 200 <br />STATION 26+00 C <br />5 5 <br />50'—PROPOSED PLATFORM <br />15' r--35' �— <br />HWL. EL = 4524 <br />4:� l • EMBANKMENT FILL <br />2:1 (H:V) EXISTING GRADE <br />- <br />NOTE: <br />ESTIMATED SUITABLE <br />BEDROCK CONTACT <br />%%.- 5 EXCAVATION <br />EMBANKMENT FILL _ _ <br />SLURRY WALL 2��� '�. - --------- <br />--------------------------------------- ----- <br />- _j4' MIN <br />-150 -100 -50 <br />0 50 <br />STA TION 42+00 <br />5 5 <br />FINAL EXCAVATION AND FILL CONTOURS ARE <br />SHOWN WITH THE SLURRY WALL ON SHEET ## <br />100 <br />150 <br />Vertical Scale (FT) 0 30' 60' <br />Horizontal Scale (FT) 0 30' 60' <br />4520 <br />O <br />Q <br />4500 J <br />LU <br />4480 <br />4460 <br />4540 <br />4520 <br />U_ <br />Z <br />4500 0 <br />LU <br />4480 <br />STONEWALL SPRINGS QUARRY <br />NO. <br />REVISIONS <br />DESCRIPTION <br />DATE <br />BY <br />Slurry Wali Platform Plan <br />1 <br />FOR BID <br />3/22/16 <br />DWD <br />2 <br />SW REALIGNMENT <br />8/25/17 <br />DW <br />A <br />DEERE A ULT <br />600 S. AIRPORT RD., BLDG. A, SUITE 205 <br />LONGMONT, CO 80503 <br />TEL 303.651.1468 FAX 303.651.1469 <br />CONSUL-rAN-rS, <br />INC. <br />DESIGNED BY: DHF <br />DRAWN BY: BDC <br />CHECKED BY: DWD <br />APPROVED BY: DWD <br />DATE: 3/22/16 <br />SCALE: AS NOTED <br />JOB NO. <br />SHEET: <br />0212.010.00 <br />5 of 10 <br />