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CONSTRUCTION NOTES: Q Q Q - 1❑ INSTALL 5' MANHOLE PER CCCSD DWG-2 STANDARD TRUNK MANHOLE DETAIL. r Ld - MANHOLE EXTERIOR SURFACE SHALL BE EPDXY COATED FOR WATERPROOFING o a PER SPECIFICATIONS, l ��'C INSTALL 7' TALL CMU WALL. SEE STRUCTURAL PLANS, w w 4 J ------ � , - � INSTALL PIPE BOLLARD PER DETAIL C4,1 TYP FOR 9. ui L 5 -� - __ _ - ® INSTALL CHEMICAL TANK. SEE ME HA CAL PLANS. o_ l 0 0 "' INSTALL ELECTRICAL BLDG. SEE ELECTRICAL AND STRUCTURAL PLANS. Lu 11 Lu Ld w - ® INSTALL LIFT STATION WET WELL. SEE SHEET M1.0. z z INSTALL VALVE VAULT. SEE SHEET M1.0. I o0 00 � _ - ® INSTALL SERVICE ENTRANCE SECTION. SEE SHEET E3.0 AND STRUCTURAL PLANS FOR PAD, N Q r /' ❑9 INSTALL GENERATOR. SEE SHEET E3,0 AND STRUCTURAL PLANS FOR CONCRETE PAD. a Q - 10 INSTALL LATHROP IRRIGATION DISTRICT{LID}TRANSFORMER. SEE SHEET E3.0. N m INSTALL RADIO COMM, TOWER. DEFFEED SUBMITALL BY TOWER SUPPLIER. o R f C L ❑ ❑ / 12 INSTALL SLIDING GATE PER DETAIL C41 • 13 INSTALL EYE WASH STATION PER DETA L 21 �N�I ER Cn 14 INSTALL TRANSFORMER CONCRETE PAD PER LATHROP IRRIGATION DISTRICT REQUIREMENT. � , Q [11 ■ 15 INSTALL ASPHALT CONCRETE PAVEMENT PER DETAIL C41 �_Uo " ' 16 INSTALL PERFORATED EXHAUST VENT ASSEMBLY PER DETAIL G "'d z K l � 1 ❑ � W (f� ��>3 ■� 17 INSTALL 1'/" POTABLE WATER STAINLESS STEEL AND ISOLATION VALVE IN A VALVE BOX PER DETAIL C4 4 1SI S�P FROM 2B 1 r ' PROPERTY LINE r i > r l I}lz ` I r ` cy-N N w� ' r SSMH - I, RIM: 11.0 zI w 5- -0 INV30"' SSIN - 13.94 zQ-, 0 Q � rn o Al r INV 24" S5 OUT- 14,15 a� D o r ASPHALT l Q zcj �, Y • - � w a� � X �� w = x i a� o � c� SSMH 11 -SEE O'DELL PLANS 30"SEWER FROM RIP SEE O'DELL APPROX, ► , � +I - (INV 8"SS IN -12.49 PLANS FOR CONTINUATION CONNECTION ' FROM 2A INV 18" SS IN - 13.32 (APPROX. LOCATION) LOCATION , �-------� INV 24" SS IN - 13.62 ■ ' - - - � - 1 11 ► I 0 INV 24" SS OUT- 13.82) // - � - S = 0_008 - ` � - - - -- - 30"0 1 / 9 7 I a ' 30"SEWER , / 16 -- - ' - I � � I , 1 ` ` ;- INV f 13,91 . I 1 I W 6 . a cl) SEWER BYPASS LINE I 1 3 TYP I � � c/] 1 f w o LLJ SSMH A-SEE O'DELL PLANS 2 30 SEWER TO RIP SEE O'DELL I SCOPE OF WORK i L APPROX. � __ � �� (INV 30"SS IN 1.33 I 10 7 �8 6 1 ll 0 Q INV 30"SS OUT 1.13) PLANS FOR CONTINUATION CONNECTION I 24"x24"X18"DEEP DRAIN BOX ! ' �. � �C (APPROX. LOCATION} LOCATION r I GRATE 10.50 3{1"f - ---- - - - - - - - - - - - ��v 0 Q - - 8"SD INV 9.DO , --•� a c� _- -- - - - - - - - - - - - - --. - - - - - - - - - - - � ACCESS ENTRANCE PER PER DETAIL H a I Q 30"SEWER I 1 SSMH - II, RIM: 11 A I C4.1 CN I O DELL ENGINEERING TO RIVER ISLANDS SEWER INV 12 S5 IN 5.00 PLANS MAIN PUMP STATION - INV±1.40 INV 8 SD IN 8.956 FROM 2A INV 30"SS OUT 1.434 I n¢i oo° coo 17 13 1 ,161 EJ00 N 2 3 TYP 2 PO I NT TABLE 15 PNT. # NORTHING FASTING DESCRIPTION 13- o �] ca IMAM 2 Q aCD 1 2117275.34 6318442.39 E CNR PERIMETER WALL 16 CURB AND GUTTER C4 2 2117219.92 6318385.97 S CNR PERIMETER WALL I �� I 14 i { • 14 1 3 2117267.47 6318339.25 W CNR PERIMETER WALL 12 5 4 8 9 12 WATER LINE Q o i � - - - a N C a� Y 4 2117292.92 6318332.68 NW CNR PERIMETER WALL ` eL • - - JAPPROX. CONNECTION LOCATION L-- r 5 2117330.85 6318371.28 N CNR PERIMETER WALL - - - - - - - - - - - - - - - - - - - - - - - - - •� C_ A, 117 ❑ I Y 7 w n (D !6 C J'a �,r 2117324.52 6318394,08 NE CNR PERIMETER WALL L" 10 7 2117299.59 6318359.89 N PS VAULT CNR I W - PROPERTY BOUNDRY , L Y QD 8 2117276.91 6318365.34 S PS VAULT CNR f N N f O ,n o +. a N 9 2117288.08 6318349.47 N CNR EQUIP VAULT ` bCD Y U ai co --------------- -------------------- C v 10 2117265.38 6318357.76 S CNR EQUIP VAULT a -2¢ q L a n 11 2117262.13 6318396.71 N CNR ELEC BLDG V U y 12 2117230.65 6318384.65 S CNR ELEC BLDG L 13 2117294.79 6318440.45 NE CNR CONCRETE PAD n 14 2117287.01 6318440.38 SW CNR CONCRETE PAD -•-•-•-•-•-•-•- = SCOPE OF WORK (0,165 ACRES) SHEET 2 10 5 0 10 20 15 o 2117280.62 6318425.41 NE CNR GENERATOR PROPERTY BOUNDARY c 1 'o bi J w 11 3 OF 51 SHEETS J 16 2117269.78 6318419.18 SE CNR GENERATOR Ln d JAB N0. A957-51 � x p