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EXG DOMESTIC E 1 WELL W LEGEND POC j � o � CO CLEAN OUT AT FINISH GRADE. J INV PIPE INVERT. �J I POC POINT OF CONNECTION. d PDMH PROCESS DRAIN MANHOLE. oa I 6 RL ROOF LEADER. ALL ROOF LEADER LINES ARE TO o M F-I BE 6" DIAMETER DRAIN LINES SLOPED AT MINIMUM S=0.01. H 1 j DESIGNATES AN EXISTING GAS METER. a O p 1 I-� � W ❑® DESIGNATES AN EXISTING LEACH FIELD DISTRIBUTION Q + J � A BOX WITH MANHOLE LID. ! 1 ® DESIGNATES AN EXISTING SITE CATCH BASIN. Z EXG 8"PU �� nESIGNATES AN EXISTING PROCESS DRAIN LINE WITH o $ I iD SIZE NOTED. ~ = N I DESIGNATES AN EXISTING SANITARY SEWER LINE WITH 1-x-1 • EXG 4„ z SS SIZE NOTED. LINE IS TO BE FIELD VERIFIED. 0 00 0 ( ) 0 0 00 DESIGNATES AN EXISTING PRESSURIZED SANITARY w ^ 000 ! - EXG 2"SLFM— "!^ LEACH FORCE MAIN WITH SIZE NOTED. H J ! I Ll 0 0 DESIGNATES A PROCESS DRAIN LINE (S=0.005) WITH 0 1 1 6"GIP/PD �� IRON PISIZE OPED[7NTILETHAT 24" OFTHE LINE COVERAGEIISTACHIEVED. � H DESIGNATES A PROCESS DRAIN LINE (S=0.005) WITH �N -6"PDQ' �` SIZE NOTED. 1 0 DESIGNATES A 4" PROCESS DRAIN LINE (S=0.02) . H - - - - �• 4"PD- -� REFER TO PLUMBING DRAWINGS FOR SPECIFICATIONS - o T O 01 AND FOR CONTINUATION OF LINE WITHIN BUILDING. O 0 „ DESIGNATES INCOMING 2” WATER SERVICE AT 45PSI. 0 00o 0 0 —2W� REFER TO PLUMBING DRAWINGS FOR SPECIFICATIONS. � o , n n C ° DESIGNATES A SANITARY SEWER LINE WITH SIZE NOTED. REFER TO PLUMBING DRAWINGS FOR ° SPECIFICATIONS. �� w DESIGNATES A PRESSURIZED SANITARY SEWER FORCE a P�� MAIN WITH SIZE NOTED. REFER TO PLUMBING p+ �UT0 �1 + I — �2"SSFM- DRAWINGS FOR SPECIFICATIONS AND TIE-IN TO EXISTING EXISTING SEWER LINE. w EXG 0 HPDMH I FERMENTING DESIGNATES A PRESSURIZED SANITARY LEACH FORCE a I CELLAR "'� "�°`SLS' """"" a pIWINGSHFORZSPECIFDcATIONs TO PLUMBING Pi P I ol DESIGNATES GAS SERVICE LINE. REFER TO PLUMBING z � I 1 G DRAWINGS. w ;` 9g 73 EXG __ _------ -- --- - a CONCRETE DESIGNATES A CATCH BASIN. REFER TO DETAIL 12/4a. ' PAVEMENT I z Fe DESIGNATES A CATCH BASIN. REFER TO DETAIL 12/4b. o + — 6 1 EXG SITE DESIGNATES A SANITARY SEWER SUMP PUMP SYSTEM. wool*1 EXG GRAVEL 98.50'CB PAVEMENT I O - 96.30'INV(SE) I REFER TO PLUMBING DRAWINGS FOR SPECIFICATIONS. CO ! W CO �... -6"PD•-- EXG GRAVEL H O I 2l-011 I w >I I� 0 o a o 0 o a o 0 0 0 I � - Co 2"SLIFM a..� �.. �� CO �-■ -4,rSS, .,�.. �.,55� a G 1 RL RL -� RL 21-011 a4oo p POC, EXISTING i = I "PD ( 1 CELLAR #1 ( H O O 14'-0" I q 51'-0" 110'-6" 28'-6" 1 12'-6" I POC 0 1 EXG 2"SLFM r' w EXG 2"SLFM I EKG SITE �`.i. ° PAVEMENT I a 5'-6" L7' Orr 1 ® co 4,_Orr POC PROPOSED PRODUCTION BUILDING 21'-3" W I d 6 I EXG LEACH ,_ +, ,_ EXISTING ! O W FIELD AREA' S5 -0 6 0 5 0 �v x OFFICE E1 O E ® ® ® ® ® ® c CD CD Q Q o L . 4 1 w 97.75'CB 98.25'CB 1 G ;� i 96.25'INV 96.10'INV 1 P4 w 6"CIP/PD I ! FaHG H ;j G SOUTH SOUTH H H O SOUTH ia�WwlRl��iL[ VJ�.7' EF am NOTE; 1. ALL SOIL SURROUNDING THE EMBEDDED VERTICAL PIPE AND DRAIN LINE IS TO BE W RECOMPACTED IN COMPLIANCE WITH SPEC 02200. H O 4 O - - - - - - - - - - - - - - - - - - FURRY ROAD —-- - - - - - - - - - - — 0 P� � o 2. THE CATCH BASIN'S CONCRETE PIPE I5 TO BE EMBEDDED IN THE CONCRETE BASE AS �z 0 OUTLET. THE CONCRETE BASE Off" THE CATCH BASIN IS TO HAVE A MIN 1% SLOPE TOWARD ___AT SITE GRAVEL � 1.14 4 � a O (REFER TO SPEC 02500A) ! E� I 3. INT'.ERIOR WALLS OF CATCH BASIN ARE TO BE SEALED & COATED FOR WATER-TIGHT -n --- CONDITI:ON. VERIFY SEALANT & COATING WITH OWNER. PROVIDE 2" RECESSED ID GRADE AROUND CATCH REV DATE BY SITE UNDERGROUND PLAN 4. REFER TO THE PROJ'ECT'S SITE UNDERGROUND PLAIT, SHEET 4b, FOR THE TOP OF CATCH BASIN (6 DIAM) TO BASIN'S3 FINISH GRADE, CATCH BASIN'S LOCATION AND DRAIN LINE'S SIZE & INVERT. PREVENT SOIL EROSION. �i O z N SCALE: 1" = 20.0' ---AT SITE GRADING APN: BK 061, PG 16, PARCEL 26 '73.35 ACRES 3'-4" SQ CONCRETE PAD. (NOT SHOWN) PROVIDE 6" � RECESSED GRADEAROUND $„ 8„ CATCH BASIN (8FDIAM) .i a TOP OF CATCHT O PREVENT SOIL BASIN. EROSION. L.,,� NOTE; I 1. AT START OF CONSTRUCTION; THE PROJECT 'S CONTRACTOR IS 00 >' H ' TO REVIEW ALL EXISTING CONDITIONS ALONG WITH FTELD VERIFY / � EXPOSE ALL ELECTRICAL / SEWER / WATER / GAS TIE-INS TO _ o VERIFY THEIR EXISTING LOCATIONS, SIZE AND INVERT FOR — - x DRAWN BY: BAO COMPLIANCE WITH THE REQUIREMENTS OF THE PROJECT. — * ** + R R ND PLAN NATES 24" DIAM HEAVYII CHECKED BY: FH 1. 2. NOTE THE PROJECT'S SITE UNDE G OU I TRAFFIC GRATE $#4 REBARS EACH WAY DATE: 07/25/16 EXISTING CONDITIONS THAT PERTAIN ONLY TO NEW CONSTRUCTION AND FRAME WITH 24" DIAM I CENTERED IN SLAB, 4 4' CONDITIONS. NOTE THE FOLLOWING; 1 A) REFER TO THE TOPOGRAPHIC SURVEY DRAWINGS SHEET 5, 1/2" DRAIN - iii-III CONCRETE PIPE. II � l � I- TYP. AS NOTED FOR REMAINING EXISTING CONDITIONS. SLOTS. — — o zSCALE: ICL DRAPROJECTES EOECTRTCALB) REFR TTHEJECTSITESWORKCTR REQUIREME�TSNGS EOR THE I=— — I I � 1I-- - DRAIN LINE' S PROJECT C) REFER TO SHEET 3 FOR THE PROJECT'S SITE PLAN. —I —_ D) REFER TO SHEET 4a FOR THE PROJECT'S SITE GRADING & I INVERT. DRAINAGE PLAN. z o j 16013A - DRAIN LINE. PROVIDE NEWBY RUBBER INC. STOP E c� I- CASKET / RING CEMENTED H ° ' d (IN PLACE) INTO CATCH - """� " BASIN FOR TIGHT SEAL / p SHEET NUMBER 30" DIAM x 8" THICK SPREAD FLEX JOINT CONNECTION. FOOTING FOR PIPE TO BEAR ON. CATCH BASIN SCALE: 12 4 b S DRAWING �n_ ,l EC T APPROVED PROJS. NOTE VERIFY � ITH SAN JOAUIN COUNTY ' S