COMPLIANCE INFO_2021 - Laserfiche WebLink

Home Browse Search

za Q z CD z � I8 Q o � _ I STORMWATER CONCRETE DISCHARGE H w U-) I ' i QUALITY BASIN a' �� STRUCTURE PER DETAIL C2 p CD CDo F" PER PLANS BY MACKAY & SOMPS . ` - -- D- o STORMWATER STORAGE BASIN I , I I m o I ' PER PLANS I ' ' v' I-- I� I I WSE 13.30 'e i a• i i z - I BY MACKAY & SOMPS I I I I o o BOTTOM 9.30 7 • . I I. i; '. ` ' = I I . 91• i I. i i � I IIS W JQ LL-i I Q cn L w w I I 6 SCH 80 PVC DRAIN PIPE, II Q � z I ' I SEE SHEET C1.1 I I I I 12" C900 PVC WQ LOW FLOW ;; ; ; m o ' I DISCHARGE PIPE, SEE SHEET I C1.1 FOR PLAN & PROFILE I I I I I I Cn I \ I I z ER*y o oo do = o II I I I I No J I� I I I I I I cn i- - > cW 0 III I I I I I I V c I I I Od � ZO U-)� 20" C905 PVC WQ HIGH 0�� *S�Q z m SSI 932 ' I VALVE BOX AND 6" BUTTERFLY VALVE ;; ; ; FLOW PIPE, Q o I I LEVEE ROAD PER PLANS BY MACKAY & SOMPS W/ EXTENSION SEE DETAIL B i i i i i i SEE SHEET C1.1 FOR z 0 PLAN & PROFILE o w C N LW NEW MCC, SEE SII � z� J w >- LID I , I I I III 4 I I O C�Cfl ELEC. PLANS - - -I I zU 0 Q I cy 2 - - v 0t I I I�I - I i o w to o I � ----------------------- -------------------- - - ----------- - - - - -- 1------- - \ v I ��1•- _- _- I mew � I ' 10'� IEl '' 6 � i I jlj \� �w � Z 0 LIJ 0 0-o ww v I I I - ' I 6 ----------------- - -- ; I I I Q � w o 0 0 c Q I i , I Via ' i it II I I F - - - - - - � I I III l I I it I I I I / --- - o0 / - -- I I / I ACCESS ROAD P.O.C. 72" INLET PIPE, i = i LAYOUT& PAVING PER PLANS SEE SHEET C1.1 FOf w Ll I BY MACKAY & SOMPS PLAN & PROFILE / - � - - - - - - - - - - - - - - - - - / - - - ;- C6 Lo P.O.C. 48 PVC C905 STORMWATER FORCE I I I I w ► / I SEE SEPARATE SOUTH LATHROP MAIN TO RIVER OUTFALL (SEE MACKAY & \ ' ' ' ' ' ' ' ' I I � / I SOMPS BACKBONE PLANS FOR 3 (TYP.) � ,- o I / SEWER PS PLANS g I / I CONTINUATION) SEE DETAIL NCD -- - "A _ I 12 GENERATOR L //� ■■ I�I ■■ 1 - -- \ I -- ---- TO --- ----------------------------- j o o 48TIWL&C STEEL-STORMWATER----�------------- -- - - - - - - - - - - - - - o FORCE MAIN TO RIVER, SEE SHEET 77S M SSFM o �o a ■ II I .,. - ■ C1.1 FOR PLAN & PROFILE C_MU WALL PER a I ■ ,• •- _=-_• : - - i : � �a i ■ 14 - - - - - - - - - - - - - - p�p - - - - - STRUCTURAL PLANS - - - a / ■ ■ 10 78.5 a � � @ I I - ■ - I � I I o ■ 5 � Q Q � � L -- El � it ■ ti I ■ - _ II SII p ■ N __- - D1 Q a I ♦� I �� 13 FENCE & PROPERTY LINE a 0 � a � POINT TABLE a SITE PLAN m Q 0 PNT. # NORTHING EASTING DESCRIPTION SCALE: 1/2"=1' 0 0 CONSTRUCTION NOTES: 1 2109240.49 6334066.62 NW WALL CNR o N � 1❑ INSTALL CONCRETE SLAB AND BASE PER STRUCTURAL PLANS. 2 2109261.95 6334118.35 NE WALL CNR A W : � a 2❑ INSTALL 20' WIDE STEEL ACCESS GATE WITH CYBERLOCK PER DETAIL C2 0 3 2109167.98 6334096.71 SW WALL CNR uj; F3 INSTALL REMOVABLE PIPE BOLLARD PER DETAIL G W C2.0 4 2109189.44 6334148.43 SE WALL CNR ,c B ® INSTALL RADIO TOWER PER SHEET C2.2. _ uo 5 2109210.02 6334097.13 NW CNR WET WELL W - o F5TRANSFORMER CONCRETE EQUIPMENT PAD PER DETAIL S41 0 ° oco co A 6 2109189.80 6334142.33 SE CNR WET WELL LL � o © INSTALL STEEL SIDE ENTRY DOOR PER DETAIL C2.0 J 7 2109223.49 6334192.27 NW CNR CONC PAD a 8 2109217.61 6334212.03 SE CNR CONC PAD L Q 0 9 2109238.51 6334071.41 NW CNR CONC PAD mz 10 2109218.89 6334089.59 SE CNR CONC PAD o o 11 2109159.59 6334103.84 NW CNR CONC PAD cD co 12 2109156.34 6334111.68 SE CNR CONC PAD C) SHEETco 13 2109280.14 6334029.43 NW CNR CONC PAD 10 5 0 10 20 r C1 . 0 14 2109276.60 6334040.47 SE CNR CONC PAD 4 OF 47 SHEET w co co Q JOB N0. A88