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za Q z CD z � I 8 Q o � _ I STORMWATER CONCRETE DISCHARGE H w U-) I ' i QUALITY BASIN a' �� STRUCTURE PER DETAIL C2 p o CD CD F" PER PLANS BY MACKAY & SOMPS . ` - -- D- o STORMWATER STORAGE BASIN I I I m o I ' PER PLANS I ' ' v' - '� I I WSE 13.30 '° i a• i i I z - I BY MACKAY & SOMPS I I I I I o BOTTOM 9.30 7 • . I I. i; '. ` ' = I I . 91• i I. i i � w Q o 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 �P�o�� oo C do = o I I I I I I N o J LL- I I I I I I cn i- - > c W 0 I I I I I ICI � a '-3 � O(Y Z ' l A` w 20" C905 PVC WQ HIGH 151932� SAP z m VALVE BOX AND 6" BUTTERFLY VALVE ;; ; ; FLOW PIPE, * Q o II LEVEE ROAD PER PLANS BY MACKAY & SOMPS W/ EXTENSION SEE DETAIL B i i i i i i SEE SHEET C1.1 FOR � z PLAN & PROFILE o 0� � w CN� N W NEW MCC, SEE ct: z� 4 J wfl QELEC. PLANS zN U w to 0 7 I � ----------------------- -------------------- - - - - - - - - - - - - -- 1------- - \ I 0��1•- =______- _- i mew � I ' LLJ 101 I '' Kk I j j \� �w o 0 0 20- w vow I 6 I II I I I I i I I Via ' i it II I I - � - - - - - - II II II l I I it I I I I - o0 / - / I ACCESS ROAD P.O.C. 72" INLET PIPE, LAYOUT& PAVING PER PLANS SEE SHEET C1.1 FOf I' w I I BY MACKAY & SOMPS PLAN & PROFILE 2 I 0 n n In 0I I I ZQ / - � - - - - - - - - - - - - - - - - - C6 Lo P.O.C. 48 PVC C905 STORMWATER FORCE I I I I I w ► / I I/ SEE SEPARATE SOUTH LATHROP MAIN TO RIVER OUTFALL (SEE MACKAY & \ ' ' ' ' ' ' ' ' I I �I SOMPS BACKBONE PLANS FOR 3 (TYP.) � I- o U)/ SEWER PS PLANS B I F I / I CONTINUATION) SEE DETAIL CD I C2.1 F � �� _ I .��■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ � ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ �♦. 5 0 10 r r r I w GENERATOR L / I I ; I j e ----------- ■ I ■ I ------ - ---------------------------- o -----�------------- ----- -- --- - Ott -- 11 a o / ■ 48 TIWL&C STEEL-STORMWATER - - - - - T - - _ - - - - - - - 3 ' o o S M SSFM I� ■ 1 FORCE MAIN TO RIVER, SEE SHEET � , O �o a ■ II I .,. - ■ C1.1 FOR PLAN & PROFILE `f' CMU WALL PER � � o a I ■ ,• •- _=-_• : - - i : � �a i ■ 14 - - - - - - - - - - - - - - p�p - - - - - _STRUCTURAL PLANS_ _ - - - _ a 1=0 / ■ ■ 10 78.5' g _7771 - ■ L - - I o ■ 5 Q Q � � � Eli� ■ ti =0 0Lo d � Q � ILI 0 CN I ♦� I �� 13 FENCE & PROPERTY LINE 0 POINT TABLE a SITE PLAN co Q 0 PINT. # NORTHING EASTING DESCRIPTION SCALE: 1/2"=1' 0 0 CONSTRUCTION NOTES: 1 2109240.49 6334066.62 NW WALL CNR o N CD1❑ INSTALL CONCRETE SLAB AND BASE PER STRUCTURAL PLANS. 2 2109261.95 6334118.35 NE WALL CNR u 2❑ INSTALL 20' WIDE STEEL ACCESS GATE WITH CYBERLOCK PER DETAIL W C2 0 3 2109167.98 6334096.71 SW WALL CNRuj ; �3 INSTALL REMOVABLE PIPE BOLLARD PER DETAIL G W C2.0 4 2109189.44 6334148.43 SE WALL CNR19 ,c ® INSTALL RADIO TOWER PER SHEET C2.2. r o 5 2109210.02 6334097.13 NW CNR WET WELL 19 W - o �5 TRANSFORMER CONCRETE EQUIPMENT PAD PER DETAIL S41 0co A 6 2109189.80 6334142.33 SE CNR WET WELL LL � o u © 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 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 c 10 w 14 2109276.60 6334040.47 SE CNR CONC PAD 4 OF 47 SHEET co co Q JOB NO. A88