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HomeMy WebLinkAboutEngineer Plans (pg2)2e CIA. COVER. TTP. RAISE TO EMERGE GRADE - 24' CIA. COVER (TYP.J USING XWER COOK ADD - RAISE N FINISHED GOADS USING MORTAR AS NECESSARY SEVER BRICK AND MORTAR AS NECESSARY ^ 6 REMOVABLE (9) 5' DIA. COVFR KNOCKOUTS 77/ 24° 0IA COVER5..1 2ND 1 I �3• T r 3" �S" B (1YP) (� it 0• + ' (EYP) COMPARTMENT 100 CAL -IF— 12' TTI INLET ME IN ME EXLFT TEND TO MOLL (MIN.) 1i ' i t ' —� DEPTH OF TANK J M 6•-D" AR I I O 20° O O. O LIQUID LEVEL COMPARTMENT 9• t° 3� 11-3" 000 q 8 0° 5 4 J• 4° 4 (MIN. L LOCATE DWID a i B' .. I I CLEWJOUT 8 • e. B' 10' INLET ME DEPTH a L — - - xOER co ERI L L I— J DUTIcr MEB W/GAS BNF1F 8° e' BOSTAB ON L£YF1 �8 BAFFLE � $TABLE BASE fi° MINIMUM I PLAN VIEW + s Ole Tot 1/2 3D' -- PIAN. VIEW CURET TEE CRUSHED STONE SHXM EXTEND �y,,,� SECTION ON NFW PLAN NEW TO WITHIN 12 SMS '•u. 6" MIN. 3/4" TO 1-1/V 6° MINIMUM OF TANK FLOOR b" CRUSHED STOE PROFILE 3/C TO 11/2' CROSS-SECTION VIEW $ PRANti , .CRUSHED STORE y p% V¢PMWTAW N BETTS. moms NOTES $O s ^T pK',4w L SEPTIC TANK SHAM BE STEEL REINFORCED CONCRETE.' 1 TANK SHALL BE PRECAST CONCRETE. 4/0 A �. 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-20 LOADING 1. DISTRIBURON BOX TO VAMSTAND H-20 LOADING 2. GREASE TRAP SHALL WITHSTAND HS -20 LOADING 3. ALL PIPE CONNEC70NS AND CONCRETE CONSTRUCTOR SHALL BE WATERRGHT. 2. FIRST TWO FEET OF PIPE CUT OF DISTRIBUTOR BOX TO BE LAID LEVEL. >.: ALL PIPE CONNECTORS AND CONCRETE JOINTS SHALL BE WATERTIGHT. 0�16�2D 4. TEES SHALL BE RICH, 40 PVC AND SHALL BE LOCATED. WTHIN 12" OF TANK WALL 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERRGHT. 4, INLET AND OUTLET TEES TO BE SON 40 PVC AND TEES TO BE ACCESSIBLE UNDER MANHOE COVER. AND ACCESSIBLE FROM TANK. COVER. 4, FILL ALL UNUSED KNOCKOUTS.ATH MORTAR 5. FILL ALL UNUSED XNOCKOUTS WITH H DRAUUC CEMENT. s - 5. CONCRETE COVER SHALL BE SET MTIIN 6 INCHES OF FINISHED GRADE: 5. MANHOLES SHALL M NEU AM TO FINISHED GRADE 8. GREASE A D OU SHALL MEET ALL REQUIREMENTS O LOCAL AND STATE NFRESI AND BUILDING CODES >. INLET AND OUR£T TEES TO BE PROPERLY SUPPORTED N1T1 CORROSION RESISTANT HANGERS STRAPS OR oTxEa: DEVICE. I BRIAN G YERGATIAN. DATE PROFESSIONAL: ENGINEER 6,500 GALLON 2 -COMPARTMENT SEPTIC TANK (H-20) DISTRIBUTION BOX ,(H-20) 2+000 GALLON GREASE TRAP (H-20) NOT TO SCALE NOT TO SCALE NOT To SCALE PICADILLY DELI RESTAURANT r VENTW/CHARCOAL FILTER 4� PERFORATED PVC MIN 2% SLOPE W/SCREW CAP EX ENDDcDDO �. 1105 ROUTE 28 OVER. LEACHING HELD 3• MIN. 1 IN 10 MIN. COVER SOUTH YARMOUTH MASSACHUSETTS e PERFORATED CONNECT ENDS °F (BARNSTABLE COUNTY) SCK. GD PVC PIPE (im.) tATERAIS AND VENT LEVEL BOTTOM 072' SEPTIC REPAIR PROFILE PIAN 2°. MIN. OF1/6'TO 1/2' DOUBLE WASHED STONE OR 3/4- TO 1-1/2 GGEGTEXDLf AUGUST 19, 2020 DOUBLE WASHED STORE CONTAINING NO FINEST .SURFACE VARIES (SEE SHEET 1) tel. 1W\\ GENERAL NOTES: REASONS: 6' e' No DATE OESc 12" (TTB) (ttP) T2° 1 10/16/20 INSPECTION SCHEDULE 1 THIS PLANTS INTENDED FOR THE PERMITTING AND CONSTRUCTION OF THE SEWAGE DISPOSAL SYSTEM AND ASSOCIATED SITE WORK. CR055—SECTION 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR15.000 AND YARMOUTH BOARD C OF HEALTH REGULATIONS - LEACHING FIELD DETAIL 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT OF THE PROPOSED LEACHING LEACHING AIL FACILITY. NOT TO SCALE 4 IF AN .OVERDID IS SPECIFIED, REMOVE ALL TOPSOIL, :SUBSOIL AND OTHER UNSUITABLE MATERIALS 5, IF AN OVERDIG IS. SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF EXCAVATIONS WITH `. CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND DELETRIOUS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. ALL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. A. SIEVE ANALYSIS USING A #4 SIEVE SHALL BE PERFORMED" ON A REPRESENTATIVE SAMPLE OF FILL: UP TO 45% BY WEIGHT MAY BE RETAINED ON THE #4 SIEVE SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF THE. FOLLOWING SPECIFICATIONS PREPARED FOR: toDR MUST PASS $4 SIEVE CAPE DELI FOODS, INC. 28 10% MUST. PASS #50 SIEVE 1105 ROUTE 0-20% MUST PASS #'100 SIEVE SOUTH YARMOUTH, MA D2664.: 0-5% MUST PASS #200 SIEVE .(508) 394-9018 6. EXISTING UTILITIES WHERE SHOWN ON THE PLANS .ARE APPROXIMATE. THE ENGINEER DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE SHOWN. CONTRACTOR SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS OF UTILITIES AND STRUCTURES, WITHIN THE LIMIT OF WORK, PRIOR TO THE START OF CONSTRUCTION IF ANY DISCREPANCIES ARE DISCOVERED OR FIELD CHANGES 349 Main Street - Route 28 REQUIRED THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY West YaTTTiouth, Massachusetts 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE PROPOSED CONSTRUCTION 02673 _ ACTIVITIES WITH DIG—SAFE AND THE APPLICABLE UTILITY COMPANIES,. AND SHALL COMPLETE THE PROPOSED 5087788919 WORK WIIHOUT ANY INTERRUPTIONS IN SERVICE. © 2020 Th, BSC G,,,p nc S. CONTRACTOR IS REQUIRED TO NOTIFY DIGSAFE. PER MASS. STATUTE CHAPTER 82, SECTION 40. AT SCALE: AS NOTED (888) 344-7233 A MINIMUM OF 72 HOURS PRIOR 70 THE START OF CONSTRUCTION. 9. THIS SYSTEM IS NOT DESIGNED. FOR THE USE OF.A GARBAGE GRINDER. INSTALLATION OR USE OF'A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR 15240(4) FILE: Pmpds YM\5"2200\PW\ymrings\5042200-SFP.dn DWG.:66-64.01 JOB. NO: 5-4022.00 SHEET 2 OF.2