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15H PAD UNGRADED ELEVATION: 6645.1'
<br />17H PAD UNGRADED ELEVATION: 6668.8' 6634 CONSTRUCT
<br />15H PAD FINAL ELEVATION: 6650.1' — — CONSTRUCT
<br />\ \ _
<br />17H PAD FINAL ELEVAT/ON: s
<br />B669.8' s SEDIMENT DIVERSION
<br />�
<br />PROPOSED AREA OFD /STURBANCE. 4.7t ACRES > TRAP DITCH & BERM
<br />� ���,` 6' s�� J6' s _ _ _ W/ EXCESS
<br />DRAINS TO YELLOW CREEK rn'; 0 L.` MATERIAL
<br />g N7 2'04'S5 "E 9 165' STA. 7 +20
<br />tK
<br />VO
<br />N 6641
<br />d I / -4
<br />rnJ L �.. 6
<br />c��, ^ F 3.8— 15H - -1 �h9 °.� 08, STA. 6 +40
<br />L 6 I Do, 100'
<br />V)
<br />N ssA9
<br />"U,'
<br />65
<br />2 FINAL C SE
<br />6 I
<br />U) ( ELEVATION: CTiCN34
<br />GRID NOR /6655 r ^ C 100' 15H -R \� 100 1G �Q�
<br />TH STA. 5+05
<br />iQ4g`6F�p�
<br />d6s I 0 100' \ 100 ,
<br />{ s3
<br />SURVEYOR'S STATEMENT
<br />I, RICHARD A SULLEN JR_ AN EMPLOYEE
<br />AND AGENT ON BEHALF OF D.R. GRIFFIN
<br />& ASSOCIATES, INC. STATE THE PLAT
<br />HEREON IS A CORRECT REPRESENTATION
<br />OF A SURVEY MADE UNDER MY
<br />SUPERVISION ON THE 8th DAY OF APRIL,
<br />2015 OF THE SHOWN 15H 17H PAD.
<br />28647 "
<br />CUT '�\qPa /STA. 3 +80
<br />1 61-1 ? 4 \ FILL
<br />\
<br />666 (°r.° \ I J
<br />6R 4 °° act
<br />6 \ rl
<br />T 1
<br />3 \16H - -R F 9
<br />s9
<br />6666 { ` 100' 100'
<br />Sp.
<br />6
<br />66, � I I F � �. \
<br />\ FINAL ^ 61
<br />6668 °w o ELEVATION. � s
<br />{ BB89.8 I62
<br />6669 /!� c 00 17H -1 F too' 1� N f s 6' STA. 2 +22
<br />664
<br />6�2 I N I G\ &666, s\ \
<br />6 N
<br />661-5 rt N \ �� ^ 566,
<br />INSTALL '� 00
<br />'CULVERT
<br />80 0 80
<br />15H 17H PAD
<br />SCALE FEET
<br />CONS7NUC77ONL4 YOUTDRAWIIVG I OF
<br />BEFORE DIGGING NOTE: THE EARTH QUANTITIES ON NATURAL SODA INC
<br />CALL FOR THIS DRAWING ARE ESTIMATED AND ISH17HPAD
<br />UTILITY LINE LOCATION THE USE OF SAID QUANTITIES IS AT
<br />THE RESPONSIBILITY OF THE USER. LOTI, SEC77ON34, &LOTS, SEC77ON27,
<br />R /FEIN & ASSOCIATES, INC.
<br />f�>7 sa2 .w� 1414 ELK ST., ROCK SPRINGS, WY 82901
<br />DRAWN.- 4121/2015 - TCM SCALE. 1"=80'
<br />REVISED: 51512015 - TCM DRG JOB No. 20841
<br />MISC. REVISIONS O(HIBIT 2
<br />T. I S., JL 98 W., 6th Pm.,
<br />RIO BLANCO COUNTY, COLORADO
<br />ESTIMATED EARTHWORK
<br />ITEM CUT FILL TOPSOIL EXCESS
<br />PAD 16,248 CY 12,835 CY 3,095 CY 318 CY
<br />PIT NONE NONE
<br />TOTALS 16,248 CY 12,835 CY 3,095CY 318 CY
<br />66l
<br />665 m
<br />J
<br />10� 100' 100'
<br />n �6 17H -R
<br />'�'- - 6 STA. 1 +00
<br />666
<br />bb
<br />66�gQ
<br />sr
<br />661 17
<br />° too' — — °— 100' s
<br />;; s,�.STA. 0 +00
<br />200' S73-27.18 "W
<br />.
<br />666OQ�. 9p ,:;; r'r Wit''< TOPSOIL
<br />V ,;:.
<br />INSTALL '� 00
<br />'CULVERT
<br />80 0 80
<br />15H 17H PAD
<br />SCALE FEET
<br />CONS7NUC77ONL4 YOUTDRAWIIVG I OF
<br />BEFORE DIGGING NOTE: THE EARTH QUANTITIES ON NATURAL SODA INC
<br />CALL FOR THIS DRAWING ARE ESTIMATED AND ISH17HPAD
<br />UTILITY LINE LOCATION THE USE OF SAID QUANTITIES IS AT
<br />THE RESPONSIBILITY OF THE USER. LOTI, SEC77ON34, &LOTS, SEC77ON27,
<br />R /FEIN & ASSOCIATES, INC.
<br />f�>7 sa2 .w� 1414 ELK ST., ROCK SPRINGS, WY 82901
<br />DRAWN.- 4121/2015 - TCM SCALE. 1"=80'
<br />REVISED: 51512015 - TCM DRG JOB No. 20841
<br />MISC. REVISIONS O(HIBIT 2
<br />T. I S., JL 98 W., 6th Pm.,
<br />RIO BLANCO COUNTY, COLORADO
<br />ESTIMATED EARTHWORK
<br />ITEM CUT FILL TOPSOIL EXCESS
<br />PAD 16,248 CY 12,835 CY 3,095 CY 318 CY
<br />PIT NONE NONE
<br />TOTALS 16,248 CY 12,835 CY 3,095CY 318 CY
<br />
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