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HomeMy WebLinkAboutW-402402z_ 0 0 J 0 LL Ln m FA NOTES: 1. SEE DRAWINGS H-1003, H-1004, AND H-1005 FOR STORMWATER� DETENTION POND SECTIONS AND DETAILS 2. SEE DRAWINGS C-3001 FOR STORMWATER STRUCTURE LOCATION COORDINATES CUT/FILL LIMIT 4� H96 H81 H93 H89 /- 22 Hg7 H83 H91 H85 0 H95� H90 � H88 � H82=� 0 EXISTING 48" RCP 0 F PROVIDE 7' WIDE PAD ON SOUTH SIDE OF EXISTING 12" WATER MAIN FOR ACCESS FOR MAINTENANCE - 22 - zz �H79 1­173� I H31 H25JH21: Z - q 75 H29 H27 H22 H17 H78 H76� H30 H18�H77 H��H19H80 H74_ ! I i H32:�\H28(-H24 1. 1 ° I� FIELD ADJUST POND GRADING TO Zz I L♦1 ACCOMODATE FENCE BUMP OUT 6' BEHIND PROPOSED NEW FIRE HYDRANT EXISTING STORM EXISTING 12" WATER MAIN CUT LINE 48' RCP CUT LINE �w--�--- -w--�--------- - FILL LINE / H48 \ H72 RR =F20' �H4 4 H33�\ R 9--' - H46�y _ OIL/WATER SE ARATOR R = 24' SEE DETAIL S EET H-1005 I i H34 I - \-- - -- -----o---------------E-- ------- R %�-- 1 23 O-----\-- - -- - - - �,-------------------------------r- ----� O H51I H41 -----R = 23' 30" CPE I I / CONTROL STRUICTURE EQUALIZATION CULVERT - - - - - - SEE DETAIL SHEET H-1005 _--- ----j I I H70 ���� H562 r�H35 I I I H69 I \\������� �H36 I �� OVERFLOW STRUCTURE JUNCTION BOX SEE DETAIL SHEET H-1005 / H43 R = 23' _y/ H44 R - 4' \\.�R = 23' I H37 I 3 62 / = \� H38 H60 I� R - q \ I F H61 i R 28' R 2B' H55 � EXISTING 48" II STORM SEWER H54 I F 2z�I 6q ACCESS AMP ACCESS RAMP I I H 5 EXISTING 12" WATER MAIN I I C, Lz N �Z R - 23 CUT /H9� H6-,, bZ H13 H7 H10 H3- H15 H124 H2O H16� H11� H123— '"—H26Tmr £� m U H12 H8- FIELD ADJUST POND GRADING TO tZ N H125 ACCOMODATE FENCE BUMP OUT 6' H126 BEHIND PROPOSED NEW FIRE HYDRANT H127 0 Z Z� 2q EXISTING 48" RCP 23 o 7 m -EXISTING 36" RCP EXISTING 12" WATER MAIN 22 N ti w wvP�W W 22 wZa�w--w N' ZZ �z r% I I ti � I I I I I o I II I .0 I I H1 I H2 R = 23' H121 H122- H5' I � uZ I I I � I I IN I I NI I I I H67 o H57 H39 H59 H52 - - - - H40 I I H66 0 FIELD ADJUST POND GRADING TO I - - - - ACCOMODATE FENCE BUMP OUT 6' - -- - - - - - - - - - - - - - - - - - ---------J 50' 0 25' 50' 100' BEHIND PROPOSED NEW FIRE HYDRANT 10' 0 DETAIL - DETAIL GRAPHIC SCALE: V 20' � WATER UTILITY O C .� 8004904 - -� GRAPHIC SCALE ill= 100' - Abdoul Gafour 08/31/2018 W-402402 1 B/17/18 REMOVE S. OVERFLOW. ADJ. FENCE LOCATION, POND SHIFT (WOO 2. 4) LES LJS INFOPLATION CONFIDENTIAL ALL PLANS. DRAWINGS SPECIFI- DESIGNED BY PiYe � BNSF RAILWAY OR I L L I A AUTOMOTIVE FACILITY I L I TY EXPANSION PROJECT NO. 1 2 R 0 0 4 8 2 B/21/10 ADDED NOTE PER CITY REDDEST LJB DRAWN BY CATIONS. AND/OR INFOflMAT10N FURNISHED HEREWITH SHALL REMAIN THE PROPERTY OF BNSF RAILWAY COMPANY AND SHALL BE HELD CONFIDENTIAL AND SHALL NOT BE VJ"CIDE FOR ANY PURPOSE NOT PROVIDED FOR IN WITH BNSF RAILWAY COMPANY. Pisa ,l7A /L WA Y GLACIER PARK, W A STORMWATER DETENTION POND PLAN DRAWING N0. CHECKED BY Aloo HANSON REVISION SHEET NO. 1 5 O F 5 6 APPROVED BY � ✓S• DATE 917912019 SCALE �` AS SHOWN REV DATE DESCRIPTIDN BY SUB '�P