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2022-04-05_REVISION - M1977342
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2022-04-05_REVISION - M1977342
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Last modified
4/5/2022 4:30:02 PM
Creation date
4/5/2022 4:15:13 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977342
IBM Index Class Name
Revision
Doc Date
4/5/2022
Doc Name
Adequacy Review Response
From
Climax Molybdenum
To
DRMS
Type & Sequence
TR35
Email Name
PSH
JLE
Media Type
D
Archive
No
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TENTHS 0 INCHES 1 2 3 4 5 6 7 8 9 10 EIGHTHS 0 MM 10 20 30 40 50 60 70 80 90 100 <br /> STING DRAINAGE 1 4 <br /> 8" HDPE DR 17 OFF-SPEC <br /> WATER/ SLUDGE PIPELINE SWALE TO BEAR PAW\ 1 0 LEGEND <br /> ,� \\ � <br /> Q 8 HDPE DR 17 ROOF � � \_N: 188198.01441 <br /> DRAIN PIPELINE O O E: 189 1 EXISTING TOPOGRAPHY, 1-FT CONTOUR INTERVAL GB GRADE BREAK <br /> L <br /> U 9091 � � 1 � ° <br /> SEPTIC LEACH 1 Q <br /> FIELD �' 1°' rn NEW PAVED AREA FL FLOW LINE <br /> CID <br /> o o EP EDGE OF PAVEMENT <br /> � <br /> E APPROXIMATE LOCATION OF 1 o O EXISTING 36 RCP STORM DRAIN EXISTING NATURAL GAS LINE P EXISTING OVERHEAD POWER LINE_�, ' <br /> (CONTRACTOR TO FIELD VERIF N: 188183.23357E: 1838902.24073 • ' �0�?• � � � EXISTING POWER POLE <br /> / N ACCESSIBLE WAY STRIPING <br /> ti NOTE O NEW 6" STEEL BOLLARD <br /> • • of o; FINISHED GRADE SECTION <br /> LIMITS OF GRADING TO MATCH EXISTING <br /> > o 530-DD10-PLN-603 SHEET NUMBER <br /> EXISTING DRAINAGE g5 T 1 J I <br /> g0 = 8" HDPE DR 17 EFFLUENT/TREATED <br /> \ SWALE TO BEAR PAW CO o 9p WATER PIPELINE <br /> 0 <br /> 9101) 9`s S1 SUBGRADE SECTION <br /> g _ 530-DD10-PL SHEET NUMBER <br /> o � ' �. ' • EP 9103 90 ' • <br /> 9 � 4 <br /> 9 9S �'� : : ;Q Epp APPROXIMATE LOCATION OF <br /> �Op 3y :�' I NATURAL GAS LINE <br /> 1V EP= 9103.90 _A\ <br /> (CONTRACTOR TO FIELD VERIFY) <br /> S S1 EP= 9103.90 • „ „__0 <br /> 530-DD10-PLN-604 ' � ' 2 CDOT HMA GRADE SX WITH A NMAS OF 1/2 PER GEOTECHNICAL REPORT <br /> Y' <br /> o : 2.4�% : :; TACK COAT <br /> • ' ' • ' ' •' ' • ' ' • • ' •• ' • 103 65 " R WITH A NMAS OF ,,/4 PER GEOTECHNICAL REPORT <br /> = 3" (MAXIMUM OF 3" LIDFT <br /> �' � ' I � 5" CDOT HM E "S" ' " <br /> EP 9 S1 (M S) <br /> D A B 530-DD10-PLN-604 / <br /> 530 DD�1�0-pLN-603 . �530-DD10-PLN-603 : : . . I <br /> EP= 9103.25 00000000000000000000 6" (CDOT CLASS AGGREGATE BASE PER GEOTECHNICAL REPORT <br /> 70 1 6) <br /> \ `'y' ® cr I 000SO000000000000000 <br /> 170 SY. - 18" DEEP � �.� <br /> EROSION PROTECTION ) FFE=9105.00 <br /> Y-8" RIP RAP LOOSLEY �- SEPTIC EP= 9103.50 <br /> PLACED ANGULAR ROCK TANK <br /> ^91 FOR ADDITIONAL GRADES AROUND THE BUILDING <br /> \ 03.25 EP= ; 2.40%.;; I // // // // <br /> \ FL- 9101.00 1 PERIMETER, SEE SHEET 530-DD10-PLN-603. ; . .T� , / / / / ``/Li <br /> ``/ <br /> V I .5 / 20. :30 : 5.� \// \//\//\/ <br /> ////////// <br /> EP= 099.00 ``\``\`` ` <br /> 2.5H:. V <br /> �' . • ' o ( /M/�/�/�/�/ 60" COMPACTED STRUCTURAL FILL PER GEOTECHNICAL REPORT <br /> / X 3. <br /> / / / / / <br /> FL= 9101. / <br /> - \ \ \ \ \ \ <br /> N I <br /> .o <br /> :0 3 <br /> tEP= 9102.70 <br /> \ \ \ \ \ \ <br /> EP= 05 \ \ \ \ \ \ <br /> 1. 2.• <br /> o� <br /> 9 0 <br /> In ------------ <br /> EP= 9104.00 <br /> �.r- o: •: EP= 9102.1.5 • -� I \ \ \ \ \ \ <br /> o � - 5 - =75 •�• / / / / / / <br /> Q�N _ \ 5 <br /> STRUCTURAL PAVEMENT SECTION NTS <br /> 9105.3 <br /> -EP= 9104.75 ��• <br /> v gam. <br /> EXISTING Q EXISTING ELECTRICAL <br /> MANHOLE '�•' .`'' '•�• �•• • I <br /> FL= 9103.65 jNo �� CONDUIT FOR GATE T-0"w . <br /> �= • :� EP= 9106.80 DEEP VERIFY ROUTING I <br /> o EP= 9107.60 FILL WITH GROUT AND CROWN TOP. <br /> D S �, _ <br /> 53 = 9106.35 _ _ I <br /> O-Dp�p_P EP= 9108.35 EXISTING EP= 9108.00 <br /> L , <br /> N- <br /> 60 6 RETROREFLECTIVE ENGINEERS TAPE 3M <br /> \ \ v <br /> 3 o a I <br /> •: El 08.00 HIGH DENSITY YELLOW PRESSURE SENSITIVE <br /> FL= 9107.30 <br /> (TO REMAIN) �, I z TAPE OR APPROVED EQUIVALENT), TYP. <br /> _• <br /> 6 08.95 I g <br /> EP= 9109.55 I i� <br /> 6" DIA. STEEL GUARD POST, SCH. 40, <br /> I <br /> 1 co GALVANIZED (PAINT YELLOW) <br /> APPROXIMATE LOCATION OF <br /> EXISTING 36" RCP STORM DRAIN 1� <br /> 3N• I(CONTRACTOR TO FIELD VERIFY) �j 9110 \-� FINISHED GRADE TYP. <br /> FL= 9107.90 I o a <br /> co 0 10 20 30 60 90 <br /> D > I 3000 PSI CONCRETE <br /> � a <br /> L= 9107.39 1" = 30'-0" FT <br /> 0 <br /> g 9110 p I o <br /> g120 11S a - 3" MIN. TYP. <br /> '�s I `� FOR APPROVAL <br /> BOLLARD DETAIL 01-07-22 <br /> 6 HDPE DR 17 MILL / INFLUENT WATER WITH 3 HDPE DR 17 RAW / FRESH NTS M <br /> WATERPIPELINE AND ELECTRICAL COMMON TRENCH I FORMERLY NUMBERED 530-DD10-PLN-60300 <br /> UNLESS OTHERWISE AGREED IN A WRITTEN CONTRACT BETWEEN WOOD RESILIENT <br /> ENVIRONMENTS,INC.AND ITS CLIENT:(I)THIS DOCUMENT CONTAINS INFORMATION,DATA <br /> AND DESIGN THAT IS CONFIDENTIAL AND MAY NOT BE COPIED OR DISCLOSED;AND(II)THIS LLI <br /> DOCUMENT MAY ONLY BE USED BY THE CLIENT IN THE CONTEXT AND FOR THE EXPRESS (%� <br /> A PURPOSE FOR WHICH IT HAS BEEN DELIVERED.ANY OTHER USE OR RELIANCE ON THIS GEOFF NIGGELER RSM RSM <br /> DOCUMENT BY ANY THIRD PARTY IS AT THAT PARTY'S SOLE RISK AND RESPONSIBILITY. Climax <br /> 2 <br /> CLIENT PROJECT MGR DEPARTMENT MGR PROJECT MGR Molybdenum 0 <br /> LU <br /> STAMP/SEAL A Freeport-McMoRan Company <br /> wood. <br /> PROJECT PHASE A Ia Y � <br /> FINAL DESIGN o <br /> NOT FOR CONSTRUCTION 0 <br /> PROJECT NO. BY MM-DD-YY SUBJECT AREA 31 <br /> HENDERSON MILL <br /> D 01-07-22 ISSUED FOR APPROVAL GGM RICH RICH RSM RBS 32820176/244816 DES GGM 11-30-21 530 <br /> C 05-20-21 ISSUED FOR 60%REVIEW GGM DCM DCM HBS WATER TREATMENT PLANT CLIENT DWG NO. LU <br /> DRN GGM 11-30-21 <br /> N B 02-23-21 ISSUED FOR APPROVAL GGM KPS KPS HBS SCALE PAVING & GRADING w <br /> o A 12-23-20 ISSUED FOR REVIEW GGM KPS KPS HBS NUMBER TITLE CHK RCH 01-07-22 DRAWING NO. REV LL <br /> AS NOTED APP RSM 01-07-22 PLAN 530-DD10-PLN-602 D Q <br /> REV MM-DD-YY REVISION I ISSUE DESCRIPTION DRN CHK APP APP APP APP REFERENCE DRAWINGS <br /> Z U <br /> Q <br /> SAVED:06-Jan-22 2:01 PM PLOTTED:09-Jan-22 10:30 AM USER:STERITZ,SAMANTHA <br /> 8 7 6 5 4 3 2 1 <br />
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