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Home My WebLink AboutDecision 2652 - C - SP-2 Site PlanI S'T'ORY iWII'D It;( c, vranrr N/P JOAN K. DAVFNP0R'1' SHOOT IN( (GNI'1':111 VARIOUS kICl,lfl•% 11 LEACHING 1"=201SCALE 1 I STORY N/F WILLIAM A. BANKS FEET 1 EXISTING r. -c Ii TYPE CATCH BASIN -14 OUTLET PRECAST CONCRETE - 1 1y DISTRIBUTION BOX (NEW; , (FILL AND ABANDON; TYP 8 PLACES) —\ 'f - ROTONDO AND SONS, INC.IDB-14 n - W/8AFFLE) SET LEVEL IN A 12" _SIT McDONALD S RESTAURANT I I GO r � POURED CONCRETE LEVELING BASE G7: _ 1 pR1VKIP• R 28. BRACE POLE DURING W1Di: I �' W yfOUTH YARMOUTd t "' ExcAVATION - )ASIN v/CURB INLET TYPE FRAME AND CRATE •ice —3/4".TO 11/2" WASHED STONE - __ _-_ - - - - _ /�^ _ - - - - -� •t \\ SIDEWALL AND BOTTOM PERIMETER -- •.- - - _ ----�—� .G 'AROUND DISTRIBUTION PIPING _i_ Y I l \ 1 .,(NEW; REFER TO TYPICAL TRENCH DETAIL AND SYSTEM PROFILE) _j - - lWW CONNECTION LEACHING TRENCH TYPE 1 7 .SANITARY DISPOSAL SYSTEM (NEW; REFER TO TYPICAL - - I TREMDH DETAIL AND SYSTEM J— - -_ -� --- •W PROFILE ON SHEET C-) - .-• ' i I �— `• - i ^II -- — — POLE LIMIT OF E%LAVATION— ! . i = - � (NEW) ��,ssrr TTROSIPROOF ' 1 - �- ��tl tr•- HOSE818 (NEW)�.A'-'S- LA ON EIEt(RIG i UNDERGROUND ELECTRIC 1 tP 1 �i •� "'6000 T CONCR GALLON PRECAST CONCRETE SERVICE PPIM-AY (NEV) - " 9" -` A� •r te �- = SEPTIC TANK (NEW; AND HT I SONS, 4" DIAMETER WATERTIG INC.. //ST Bx16-6E4' . CAST IRON FRAME AND LOVER ' UL 3/4" INSULATED MIXED FLOW WATER LINE (NEW( �. , r S. INLET AND 6^ OUTLET TES. TYP AT ALL SAY SYSTEM ACCESS� INDICATED 2500 GALLON TWO COMPARTMENT GREASE TRAP 4"S OPENING LOCATIONS PRECAST CONCRETE E'l r) _ _ _ r'A NEW-, ROTO DO AND SONS, 1 C1 • I 4 \b�fi�V' IST 6x14-25 W/BAFFLE MODIFIE FOR GREASE TRAP USE) W/4" TEES WITHIN I I `I • ( INLET AND OUTLET 3/4" TO 1 1/2" WASHED STONE Fn EACH COMPARTMENT IDUTLET TEE SHALL EXTEND TO 6' ABOVE FLOOD) �1 1 _ l N/F 'I'11iRU DUNK IN DONUTS AND BOTTOM PERIMETER i AROUND DISTRIBUTION PIPE RI?AI,PY C0M11ANY AROUND II Uy — (REFER TO TYPICAL DETAIL II SHEET SD -4) _o 4" SOR-35 PVC 12" PERFORATED SDR -35 I c^ I SANITARY SEWER (NEW, TYP) i PVC STORM DRAIN (NEW; - _ - 1— ( 1/2" WATER TYP ALONG LEACHING 1 I (i - TRENCH CENTERLINE) I I j CONC PAD FOR I _ I�LIAE (NEW) I S'T'ORY iWII'D It;( c, vranrr N/P JOAN K. DAVFNP0R'1' SHOOT IN( (GNI'1':111 VARIOUS kICl,lfl•% CONSTRUCTION NOTES 1. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE; HAVING BEEN PLOTTED FROM BOTH FIELD SURVEY AND/OR BEST AVAILABLE INFORMATION FROM VARIOUS UTILITY COMPANIES AND PUBLIC AGENCIES. THE CONTRACTOR SHALL CONTACT AND COORDINATE WITH ALL PROPER AUTHORITIES TO FIELD VERIFY THE EXACT LOCATIONS, SIZES AND DEPTHS OF EXISTING UTILITIES AND PROPOSED CONNECTIONS PRIOR TO CONSTRUCTION. WHERE CONFLICTS ARISE BETWEEN - EXISTING UTILITIES, PROPOSED CONNECTIONS AND/OR OTHER CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY McDONALD'S PROJECT MANAGER PRIOR TO CONTINUANCE OF WORK. THE CONTRACTOR SHALL CONTACT."DIGSAFE" PRIOR TO CONSTRUCTION EXCAVATION (TEL: 800-322-4844)- 2. REFER TO THE BUILDING ELECTRICAL AND PLUMBING DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES AND CIRCUITING. 3. SANITARY WASTE PIPING FROM RESTAURANT KITCHEN SINKS, FLOOR DRAINS AND WASHING MACHINE(S) SHALL BE COMBINED AND ROUTED THROUGH THE EXTERIOR GREASE TRAP. ALL OTHER WASTE LILIES FROM THE PUBLIC RESTROOMS SHALL BE CONNECTED TO THE MAIN SEWER AND ROUTED THROUGH THE SEPTIC TANK. THE CONTRACTOR SHALL MAKE THE REQUIRED CHANGES TO THE INTERNAL PLUMBING SYSTEM LAYOUT NECESSARY FOR THE PROPER SEPARATION OF WASTES. 4. PROVIDE A WATER METERING DEVICE ON ANY WATER SUPPLY LINES WHICH ARE INTENDED TO SERVE EXTERIOR WATER USE FIXTURES (HOSE BIB(S), LANDSCAPE SPRINKLER SYSTEMS, TRASH ENCLOSURE). 5. THE CONTRACTOR SHALL PROVIDE MCDONALJ'S PROJECT MANAGER WITH AN AS -BUILT SITE PLAN THAT LOCATES AND DESCRIBES ALL UNDERGROUND/OVERHEAD UTILITIES LOCATED ON THE PROPERTY. THE PLAN SHALL INCLUDE ALL GAS LINES, WATER LINES, SANITARY SEWERS, STORM DRAINS, TELEPHONE LINES, ELECTRIC LINES, SEWAGE AND/OR STORM DISPOSAL SYSTEMS (WHERt APPLICABLE) ALONG WITH ANY COMPONENT STRUCTURES. UTILITY MAIN ENTRANCE LOCATIONS SHALL BE CLEARLY DELINEATED; DISTRIBUTION LINES FROM THE BUILDING (WATER/ELECTRIC LILIES) TO THE SITE ARE TO BE SHOWN ON THE SAME PLAN. FOR ANY ITEM SHOWN; THE FOLLOWING INFORMATION SHALL BE INCLUDED: 1) ACCURATE LOCATION (WITH DIMENSIONS WHERE NECESSARY), TYPE OF MATERIAL OR MANUFACTURER'S REFERENCE NUMBER, SIZE AND DEPTH (INVERT DATA FOR GRAVITY SYSTEMS). SANITARY S3YAGE DISPOSAL SYSTEM DESIGN CR_T'UFF2� 1. DESIGN FLOW: 3990 GPD (BASED ON A UNIT DESIGN FLOW OF 35 GPD/SEAT AND AN ANTICIPATED FUTURE SEA'T'ING CAPACITY OF 114 SFATS) PROPOSED SEATING CAPACITY AT INITIAL OCCUPANCY: 104 +/- SEATS. 2. GREASE TRAP CAPACITY: 114 SEATS @ 15 GPD/SEAT = 1710 GALLONS (MINIMUM REQUIRED CAPACITY) 2500 GALLON TWO-COMPARIMENr GREASE TRAP PROVIDED 3. SEPTIC TANK CAPACITY: 3990 GPD X 150% = 5985 GALLONS (MINIMUM RB7JIRED CAPACITY) 6000 GALLON SEPTIC TANK PROVIDED 4. DESIGN PERCOLATION RATE: 2 MINUTES/INCH 5. SOILS APPLSCATICIN RATE: FOR LFMIING TRENCH TYPE SEWAGE DISPOSAL SYSTEM: EFFDCPIVE SIDEWALL/ENDWALL DISCHARGE RATE: 2.50 GPD/SF EFETL= BOTTOM AREA DISCHARGE RATE: 1.00 GPD/SF 6. LEACHING SYSTEM DI_SnTzm CAPACITY: UNIT DISCHARGE RATES PROVIDED: ENDFAIS,: 6 SF/fNURAIL X 2.50 GPD/SF = 15 GPD/ENU ALL SIDEIV4M: 4 SF/LF OF TRENCH X 2.5 GPD/SF = 10 GPD/LF OF TRENCH BOTTOM AREA: 3 SF/LF OF TRENCH X 1.00 GPD/SF = 3 GPD/LF OF \\ I I I I ty 1-,-104 BU I LDI NC; (REMOVE FIELD AND REP LACE]]TRENCH WITH COMPACTED BACKFILL) TOTTAL DISCHARGE CAPACITY AVAI ABLE B,A.SED ON 4 TRENCHESS @ 76 LF EACH TRENCH: ENCLIAISS: 8 ENDNALLS @ 15 GPD/ENDWALL = 120 GPD Tj Gas g�$` o (Tmj I ��As�1� BOPLC]M: 76 IF X 4 TT2ENQ1Eu @ 3 GPD/LF OF 4RINCH = 912 GPD TOTAL 1•iIItiIIdUt4 DISCfiARGE RD;2CIIF2ID: 3990 GPD: DISC1g+F2C,'E PROVIDED: LEACEIRG TRE.\CF TYPE STORMI „ - I L}i) I i� ;i.t 4072 GPD EUNOFF DISPOSAL SYSTEM (NEW:cJ // REFER TO TYPICAL DETAIL CS I ''1 •• 1 /Y 0 7. DESIGN 4RZTER TAnT,F ELEVATION• 0-0Q (N"'VD) SHEET SD -4) EFFECTIVE TRENCH WIDTH: 3.0' 11 LEACHING 1"=201SCALE 1 I STORY I I FEET 1 EXISTING r. -c Ii CONSTRUCTION NOTES 1. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE; HAVING BEEN PLOTTED FROM BOTH FIELD SURVEY AND/OR BEST AVAILABLE INFORMATION FROM VARIOUS UTILITY COMPANIES AND PUBLIC AGENCIES. THE CONTRACTOR SHALL CONTACT AND COORDINATE WITH ALL PROPER AUTHORITIES TO FIELD VERIFY THE EXACT LOCATIONS, SIZES AND DEPTHS OF EXISTING UTILITIES AND PROPOSED CONNECTIONS PRIOR TO CONSTRUCTION. WHERE CONFLICTS ARISE BETWEEN - EXISTING UTILITIES, PROPOSED CONNECTIONS AND/OR OTHER CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY McDONALD'S PROJECT MANAGER PRIOR TO CONTINUANCE OF WORK. THE CONTRACTOR SHALL CONTACT."DIGSAFE" PRIOR TO CONSTRUCTION EXCAVATION (TEL: 800-322-4844)- 2. REFER TO THE BUILDING ELECTRICAL AND PLUMBING DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES AND CIRCUITING. 3. SANITARY WASTE PIPING FROM RESTAURANT KITCHEN SINKS, FLOOR DRAINS AND WASHING MACHINE(S) SHALL BE COMBINED AND ROUTED THROUGH THE EXTERIOR GREASE TRAP. ALL OTHER WASTE LILIES FROM THE PUBLIC RESTROOMS SHALL BE CONNECTED TO THE MAIN SEWER AND ROUTED THROUGH THE SEPTIC TANK. THE CONTRACTOR SHALL MAKE THE REQUIRED CHANGES TO THE INTERNAL PLUMBING SYSTEM LAYOUT NECESSARY FOR THE PROPER SEPARATION OF WASTES. 4. PROVIDE A WATER METERING DEVICE ON ANY WATER SUPPLY LINES WHICH ARE INTENDED TO SERVE EXTERIOR WATER USE FIXTURES (HOSE BIB(S), LANDSCAPE SPRINKLER SYSTEMS, TRASH ENCLOSURE). 5. THE CONTRACTOR SHALL PROVIDE MCDONALJ'S PROJECT MANAGER WITH AN AS -BUILT SITE PLAN THAT LOCATES AND DESCRIBES ALL UNDERGROUND/OVERHEAD UTILITIES LOCATED ON THE PROPERTY. THE PLAN SHALL INCLUDE ALL GAS LINES, WATER LINES, SANITARY SEWERS, STORM DRAINS, TELEPHONE LINES, ELECTRIC LINES, SEWAGE AND/OR STORM DISPOSAL SYSTEMS (WHERt APPLICABLE) ALONG WITH ANY COMPONENT STRUCTURES. UTILITY MAIN ENTRANCE LOCATIONS SHALL BE CLEARLY DELINEATED; DISTRIBUTION LINES FROM THE BUILDING (WATER/ELECTRIC LILIES) TO THE SITE ARE TO BE SHOWN ON THE SAME PLAN. FOR ANY ITEM SHOWN; THE FOLLOWING INFORMATION SHALL BE INCLUDED: 1) ACCURATE LOCATION (WITH DIMENSIONS WHERE NECESSARY), TYPE OF MATERIAL OR MANUFACTURER'S REFERENCE NUMBER, SIZE AND DEPTH (INVERT DATA FOR GRAVITY SYSTEMS). SANITARY S3YAGE DISPOSAL SYSTEM DESIGN CR_T'UFF2� 1. DESIGN FLOW: 3990 GPD (BASED ON A UNIT DESIGN FLOW OF 35 GPD/SEAT AND AN ANTICIPATED FUTURE SEA'T'ING CAPACITY OF 114 SFATS) PROPOSED SEATING CAPACITY AT INITIAL OCCUPANCY: 104 +/- SEATS. 2. GREASE TRAP CAPACITY: 114 SEATS @ 15 GPD/SEAT = 1710 GALLONS (MINIMUM REQUIRED CAPACITY) 2500 GALLON TWO-COMPARIMENr GREASE TRAP PROVIDED 3. SEPTIC TANK CAPACITY: 3990 GPD X 150% = 5985 GALLONS (MINIMUM RB7JIRED CAPACITY) 6000 GALLON SEPTIC TANK PROVIDED 4. DESIGN PERCOLATION RATE: 2 MINUTES/INCH 5. SOILS APPLSCATICIN RATE: FOR LFMIING TRENCH TYPE SEWAGE DISPOSAL SYSTEM: EFFDCPIVE SIDEWALL/ENDWALL DISCHARGE RATE: 2.50 GPD/SF EFETL= BOTTOM AREA DISCHARGE RATE: 1.00 GPD/SF 6. LEACHING SYSTEM DI_SnTzm CAPACITY: UNIT DISCHARGE RATES PROVIDED: ENDFAIS,: 6 SF/fNURAIL X 2.50 GPD/SF = 15 GPD/ENU ALL SIDEIV4M: 4 SF/LF OF TRENCH X 2.5 GPD/SF = 10 GPD/LF OF TRENCH BOTTOM AREA: 3 SF/LF OF TRENCH X 1.00 GPD/SF = 3 GPD/LF OF \\ I I I I ty 1-,-104 BU I LDI NC; (REMOVE FIELD AND REP LACE]]TRENCH WITH COMPACTED BACKFILL) TOTTAL DISCHARGE CAPACITY AVAI ABLE B,A.SED ON 4 TRENCHESS @ 76 LF EACH TRENCH: ENCLIAISS: 8 ENDNALLS @ 15 GPD/ENDWALL = 120 GPD Tj Gas g�$` o (Tmj I ��As�1� BOPLC]M: 76 IF X 4 TT2ENQ1Eu @ 3 GPD/LF OF 4RINCH = 912 GPD TOTAL 1•iIItiIIdUt4 DISCfiARGE RD;2CIIF2ID: 3990 GPD: DISC1g+F2C,'E PROVIDED: LEACEIRG TRE.\CF TYPE STORMI „ - I L}i) I i� ;i.t 4072 GPD EUNOFF DISPOSAL SYSTEM (NEW:cJ // REFER TO TYPICAL DETAIL CS I ''1 •• 1 /Y 0 7. DESIGN 4RZTER TAnT,F ELEVATION• 0-0Q (N"'VD) SHEET SD -4) EFFECTIVE TRENCH WIDTH: 3.0' 1 LEACHING 1"=201SCALE EFFECTIVE TRENCH DEPTH: 3.0' I I FEET 1 EXISTING r. -c Ii TYPE CATCH BASIN ION LAN_ CONSTRUCT P 1 1y (FILL AND ABANDON; TYP 8 PLACES) —\ 'f � n ' _SIT McDONALD S RESTAURANT I I GO r � G7: _ 1 R 28. PRECAST CONCRETE CATLY. yfOUTH YARMOUTd t "' 'tt )ASIN v/CURB INLET TYPE FRAME AND CRATE •ice _ _ _ _ - - __ _-_ - - - - _ /�^ _ - - - - -� •t \\ (YEW: TYP 5 PLACES) _ 1 _ - _ ----�—� .G G 4�RTER �\ SERVICE 1 _ S 1 1/2" COPPER TYPE K WATco eFRVICE (NEW) lWW CONNECTION 7 p I O.r. RETAIL STORES, POST' 0r E I CF AND AMUSF'11V iCENTER (BOWLING/y1DE0 GAMES) U,P, W/ BIIY Q I WATER MAIN 6"W `-- I ROU 8 ry 180' lJ11P: PUBLIC I V52a I� HI(tII OF WAS') —8nG — I-----`_� caacLrar_ 8"G ---- ------ —8"G 00� 1� FRIENDLY'S RESTAURANT .bC))YARMOUM, MAS- ,MAYS 3 o ,.:t o 20 0 20 40j 1 1"=201SCALE I I I FEET 1 V) r. -c ION LAN_ CONSTRUCT P 1 'f i ' _SIT McDONALD S RESTAURANT R 28. RETAIL STORES, POST' 0r E I CF AND AMUSF'11V iCENTER (BOWLING/y1DE0 GAMES) U,P, W/ BIIY Q I WATER MAIN 6"W `-- I ROU 8 ry 180' lJ11P: PUBLIC I V52a I� HI(tII OF WAS') —8nG — I-----`_� caacLrar_ 8"G ---- ------ —8"G 00� 1� FRIENDLY'S RESTAURANT .bC))YARMOUM, MAS- ,MAYS 3 o ,.:t o 20 0 20 40j 1"=201SCALE I I I FEET 1 V) r. -c ION LAN_ CONSTRUCT P _SIT McDONALD S RESTAURANT R 28. yfOUTH YARMOUTd t UTILITIES PLAN + WITH SEWAGE•DISPOSAL MASSACH�. E�TT_S SYSTL14 LAYOUT ., (- ' 5p �