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Home My WebLink About803 Route 28 - Site Plan of Land4 1/2" FOURTH FLANGE AT BASINS WITHOUT CURB INLET SECTION A -A MINIMUM FRAME WEIGHT: 3 -FLANGE - 265 LBS. 4 FL ANGE - 295 LBS. MINIMUM GRATE WEIGHT: 215 LBS. PASS AREA: 255 SQ. IN. FRAME AND GRATE 1" = 1'- 0" LEACHING FIELD 12" PERF. HDPE / PUMP OUT WELL TO SAND AT BOTTOM LF NOT TO SCALE -20---- � T 24 1/4 - +99,92 I I ; N I 17.93 INVERT 17.43 PROPOSED CONTOUR (98.4] PROPOSED SPOT EL. DESIGN LOADING FOR ALL PRECAST UNITS TEST HOLE �o�E�o�oDo❑ �oDoLo�oDo� �OA0D[10DEo OoDo0oEuETE o 0 0 0 0 0 2 I 1ST 2' UTILITY POLE yR a'Y FIRE HYDRANT NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAVIING at 1% GRADE WHERE INDICATED 4 1/2" FOURTH FLANGE AT BASINS WITHOUT CURB INLET SECTION A -A MINIMUM FRAME WEIGHT: 3 -FLANGE - 265 LBS. 4 FL ANGE - 295 LBS. MINIMUM GRATE WEIGHT: 215 LBS. PASS AREA: 255 SQ. IN. FRAME AND GRATE 1" = 1'- 0" LEACHING FIELD 12" PERF. HDPE / PUMP OUT WELL TO SAND AT BOTTOM LF NOT TO SCALE -20---- EXISTING CONTOUR +99,92 EXIST. SPOT ELEV. 17.93 INVERT 17.43 PROPOSED CONTOUR (98.4] PROPOSED SPOT EL. DESIGN LOADING FOR ALL PRECAST UNITS TEST HOLE H-20 RATED 2 SLOPE OF GROUND 1ST 2' UTILITY POLE yR a'Y FIRE HYDRANT NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAVIING 05-197 jj Benchmark Nail Set In Pavement Elev. = 21.39 (Assumed) ( iI b` I 1 'z WATER METER PIT 0a ItB GJ\ ` \ IA PRIVATE SERVICES 0 1 AFTER PIT �\ xn�� 11 6"1 AT 17 FROM ROOF DRAINS (TYP.) 4 1/2" MANHOLE COVER SEE DETAIL MORTAR ALL COMPONENTS (TYP.) 24" I.D. PRECAST CONC. RISER AS REQ i4'0 PRECAST DONUT 1" OVER FIELD 4" THICK 4000 PSI CONC. W/WWF 18"0 OBSERVATION HOLE IN CTR. Ap �O 5C Q �Ign SEPTIC \1 R380ESERS VE LIMIT OF 5' UNSUITABLE SOIL REMOVAL PROPOSED 30'X 46' LE ACHING\ FIELD SAS Test Pit E7.=20.0 CBt RIM MI i \ ABOTTING C=AI`lh.GE 1 �� Imo 1 O�G�cj Gos Q g'1' Meter v O X \ 1 (r � �...2�-jam °�T2�• ca 2 �s.2 s. pG9�G�S� \ i o �poaGti 6) 0. 1 0.. 1 G p 0 Q 1 .0 To _ � 0 9G \1 \\ ... .:az.:a:.c:.-.-:.t:�. \ �LA'oJJ i a p rn N• w r \ \ T \ 3......\ o. \Lo .......h::.. \ P \ .SST.\ii}i:i'ai:}. \ \ \ o NO \ \ ,II i i \\\ \ \ it`:: i:i l .i:':; T:. ;;€� .....S; � \\ ST2 \ \ ''• ilii{::liiS�ii:E:'r\:.:i\9iii\};Pi3:i!5ia \\ \ 1g� 06 -+0 \ \..:,`.:iiii:Sdiiili3:'dii:;L•��.' . S �, tP . \ B 1 \ .� ` - 7).0 1\�\ a SPO �OOIPR1Nj 'o- `2 2� �\ I \I \ ✓ 253 3p6 'A \ DUMPSTER \ 1 \ V.0 O Sl N j e f GPRPCre 8v5 N 1% \� � 1111 p r 111 1 0• ASG � 1111 / 1 �oo0 1111 }111 1 � 1 I ABUTTING DRAINAGE RIM--� 0 j 19.5 AREA DRAIN GRATE 1 -or '( p d , 20 0 20 40 60 Feet SCALE: 1 " = 20' 3/3/06 NOTES: ALSO SEE SHEET 1 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGS. AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. AND YARMOUTH HEALTH REGULATIONS. 3 VERTICAL DATUM IS ASSUMED MUNICIPAL WATER IS AVAILABLE. COVER TO GRADE 18 AT 1% 14"10 10" E 1500 GAL H-20 TFF 17.93 INVERT 17.43 LeBARON CAST IRON LA0910 FEMALE ADAPTER &THREADED PLUG 4. DESIGN LOADING FOR ALL PRECAST UNITS SEPTIC TA NK #2 4'-3" LIQ. LEVEL GAS BAFFLE SHOREY 10.5'X5.67' OR EQUAL H-20 RATED 4'-3" LIQ. LEVEL GAS BAFFLE SHOREY 10'X17' OR EQUAL TO BE AASHTO-H20 UNLESS NOTED. 1ST 2' VALVE BOX TO 5. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO at 1% GRADE WHERE INDICATED H-20 D-RQX_ON " 12COMPACIED-G14 BE USED FOR PROPERTY LINE STAKING. ACME D69 H-20 OR EQUAL 1. 6. 6. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED, M6.03.0 SEED. DOUBLE WASHED STONE FIELD 30' WIDE X 60' LONG .• ' BOTTOM LEVEL AT EL. 16.7 7. ALL SEPTIC PIPING 4"4 SCH-40 PVC AT 1% MIN. UNLESS NOTED. 2 CU FT CONC. B. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT \ SEE PAVEMENT SECTION INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED TOP EL. 17.9-18.2 VARIES FROM BOARD OF HEALTH. j Ta000V�Teo SLEEVE PIPE TO ALLOW MOVEMENT 9. VARIANCE FROM BOH REGULATION: TOP FOUNDATION<2' ABOVE HI PT. RD (1.0' PROVIDED) 10. COORDINATE UTILITIES WITH APPROPRIATE VENDORS. SCHEMATIC SHOWN FOR REFERENC� CLEANOUT DETAIL GAS TO REAR 1. N FOR CLARITY. 000000 11. SEE ADDITONALLFNOTESION SHEETS i°°o?oSoS°oE°o6°o?o°oS NTS 'BOTTOM LEVEL AT 16.9 12. LAUNDRY FOR ON-SITE TENANTS ONLY. NO USE BY OFF SITE PERSONS ALLOWED. TF VARY S PLAN 1B 21.5 TOP CLEANOUTS WHERE -INDICATED SEE DETAIL D. EL. 22.0 18.77 55' AT 1.5% 4"4SCH40 PVC LONGEST RUN DATE: 8/10/05 LOCATION: TP -1 EXCAVATOR: REID ELLIS B.O.H. AGENT: AMY VON HONE R.S. ENGINEER: DAN OJALA PLS, EIT ELEV. DEPTH 20.00 0.0 A L.S. 10YR 3/2 19.67 4., B- LOAMY MED. SAND 16.67 2.5Y 6/6 40" V PERC 2 MIN. IN BOTT. AT 48' C2- MED. SAND 2.5Y 6/6 ADJ. GROUNDWATER EL. 11.9 GROUNDWATER EL.10.1 (9.9') EL. 9.5 126" BOTTOM USGS HIGH GROUNDWATER EST. INDICATOR WELL: MIW29 ZONE: ZONE A DATE: 8/25/05 ADJ. FACTOR: 1.8 _ TEST HOLE LOG H-20 MANHOLE COVER (TYP.) (6 TOTAL ON SEPTIC) FRI.SE!`�S RECAST H-20 (TYP.) MIN. COVER 6" GRAVEL & MECH. COMPACTION (TYP 1 /- 12"X3" CCBERM POURED INTEGRAL WITH TOP COURSE WHERE NOT AGAINST SIDEWALK 1" TOPCOAT OVER 2" BINDER AT 1% DRAINS (TYP.) 0-"olv0-o"ff0000000000000o000 000000 00 OO0o00o 12" PROCESSED GRAVEL (OR REPROC. ASPHALT GRAVEL) I MDPW M1.03.1 VIB. ROLLER COMPACTED PAVEMENT CROSS SECTION12"-16" VAR IE NOT TO SCALE AREA DRAIN & GRATE RIM E 19.5 DANIEL A. OJALA PLS, PE tz%-7/6( DATE TITLE 5 FLOW: MIXED USE NO GARBAGE DISPOSALS ALLOWED RESIDENTIAL 9 BEDROOMS (110 GPD/BEDROOM) = 990 GPD DESIGN FLOW STORAGE GARAGE: 2 WORKERS (15 GPD/PERSON) = 30 GPD 1020 GPD USE 1020 GPD DESIGN FLOW SEPTIC TANK 1: 1020 GPD (200%) = 2040 GALLON REQ. USE 2500 GALLON H-20 SEPTIC TANK ST1 SEPTIC TANK 2: 1020 GPD (100%) - 1020 GALLON REQ. USE 1500 GALLON H-20 SEPTIC TANK ST2 USE C1 LAYER CLASS 1 SOILS FOR LEACHING <5 MPI = 0.74 GPM/SF LTAR LEACHING: 1020 GPD/0.74 GPD/SF = 1378 SF LEACHING AREA REQUIRED. USE (1) 30' X 46' LEACHING FIELD = 1380 SF > 1378 SF O.K. BOTTOM CAPACITY = 30'X46',1 1380 SF X 0.74 = 1021 GPD- >1020 O.K. 6" LOAM AND SEED ALL DISTURBED AREAS I EROSION CONTROL NETTING ON ALL SLOPES 2'-10" 26" MANUF. Le BARON, BROCKTON, MA MODEL: LT 105 WEIGHT: 430 LBS TYPICAL_ ACCESS COVER OVER TO PRECAST H-20 GRADE, MORTAR ALL COMPONENTS R softs (TY . 2'0 IF REO. 9" MIN. COVER 18 AT 1% 14"10 10" E 1500 GAL H-20 TFF 17.93 INVERT 17.43 _ •' TEE 3000 GAL H-20 TEE SEPTIC TANK #1 SEPTIC TA NK #2 4'-3" LIQ. LEVEL GAS BAFFLE SHOREY 10.5'X5.67' OR EQUAL ' 4'-3" LIQ. LEVEL GAS BAFFLE SHOREY 10'X17' OR EQUAL :• 1ST 2' 6" GRAVEL & MECH. COMPACTION (TYP 1 /- 12"X3" CCBERM POURED INTEGRAL WITH TOP COURSE WHERE NOT AGAINST SIDEWALK 1" TOPCOAT OVER 2" BINDER AT 1% DRAINS (TYP.) 0-"olv0-o"ff0000000000000o000 000000 00 OO0o00o 12" PROCESSED GRAVEL (OR REPROC. ASPHALT GRAVEL) I MDPW M1.03.1 VIB. ROLLER COMPACTED PAVEMENT CROSS SECTION12"-16" VAR IE NOT TO SCALE AREA DRAIN & GRATE RIM E 19.5 DANIEL A. OJALA PLS, PE tz%-7/6( DATE TITLE 5 FLOW: MIXED USE NO GARBAGE DISPOSALS ALLOWED RESIDENTIAL 9 BEDROOMS (110 GPD/BEDROOM) = 990 GPD DESIGN FLOW STORAGE GARAGE: 2 WORKERS (15 GPD/PERSON) = 30 GPD 1020 GPD USE 1020 GPD DESIGN FLOW SEPTIC TANK 1: 1020 GPD (200%) = 2040 GALLON REQ. USE 2500 GALLON H-20 SEPTIC TANK ST1 SEPTIC TANK 2: 1020 GPD (100%) - 1020 GALLON REQ. USE 1500 GALLON H-20 SEPTIC TANK ST2 USE C1 LAYER CLASS 1 SOILS FOR LEACHING <5 MPI = 0.74 GPM/SF LTAR LEACHING: 1020 GPD/0.74 GPD/SF = 1378 SF LEACHING AREA REQUIRED. USE (1) 30' X 46' LEACHING FIELD = 1380 SF > 1378 SF O.K. BOTTOM CAPACITY = 30'X46',1 1380 SF X 0.74 = 1021 GPD- >1020 O.K. 6" LOAM AND SEED ALL DISTURBED AREAS I EROSION CONTROL NETTING ON ALL SLOPES 2'-10" 26" MANUF. Le BARON, BROCKTON, MA MODEL: LT 105 WEIGHT: 430 LBS TYPICAL_ ACCESS COVER OVER TO PRECAST H-20 GRADE, MORTAR ALL COMPONENTS R softs (TY . 2'0 IF REO. 9" MIN. COVER SCALE: 3/4" = V -0 - LABEL SEWER OR DRAIN AS APPROPRIATE /8" PVC VENT PROVIDE INSECT SCREEN INSPECTION PORT SEE DETAIL MANHOLE COVER 24" DIA. H-20 18.20 - 4" THICK 18 4 OB 0 o a o 0 0 0 ° 1 .23 0°0°0°0°0°0°0 0 0000°0000 00000a 000 po°0000000000 0000 o°o°o°o°o°o°0 0 17.78 - o°o°o°o°o°o°°o o 18 AT 1% 14"10 10" E 1500 GAL H-20 TFF 17.93 INVERT 17.43 _ •' . > SEPTIC TA NK #2 4'-3" LIQ. LEVEL GAS BAFFLE SHOREY 10.5'X5.67' OR EQUAL 17'95 PIPE LEVEL 1ST 2' SCALE: 3/4" = V -0 - LABEL SEWER OR DRAIN AS APPROPRIATE /8" PVC VENT PROVIDE INSECT SCREEN INSPECTION PORT SEE DETAIL MANHOLE COVER 24" DIA. H-20 18.20 - 4" THICK 18 4 OB 0 o a o 0 0 0 ° 1 .23 0°0°0°0°0°0°0 0 0000°0000 00000a 000 po°0000000000 0000 o°o°o°o°o°o°0 0 17.78 - o°o°o°o°o°o°°o o 4"4SCH40 PVC AT .005 FT/FT 10"-14" TOTAL OF .75" - 1.5" STONE I WITH TITLE 5 ORIFICES DOUBLE WASHED ONLY 5' BLAYER REMOVAL 0 �l Cot] ENGINEER TO INSPECT CLEAN COMPACTED COARSE SAND UNDERNEATH LEACHING FIELD SEE PAVEMENT SECTION LEACHING FIELD SECTION HEAVY DUTY H-20 COVER LABELED 'DRAIN" F&C NOT TO SCALE DRILL (2) 1-0 HOLES IN COVER 8" H-20 F&G'S EL. LISTED COMPACT BACKFILL IN 6" (4) TOTAL ON DRAINAGE 2'X 2' GRATE (TYP.) LIFTS (TYP. ALL DRAINAGE) MIRAFI 140N FABRIC OVER H-20 3' MIN. PEASTONE PRECAST :,r •: " FABRIC LINE ALL SIDES OF DRAINAGERISERS SLOTTED 12"4 HDPE DRI 2 •+ 4 �I •. \ AS REQ. ADS N-12 OR EQ. HOLES m >_B ICK ADJUSTING COURSE SET LEVEL INV. 16.6 MORTAR PROPOSED 2.0' ( P.) 4"S H40PVC A 1% IN H-20 • FROM ROOF D AIN S LEACHPIT 12,4C.B. TRPIP o H p TREE EPB �} a � '• 6'4X4' SHOREY �" • 3"CALIPER LP H-20 OR EQUAL '••" 0 PROPOSED ..................................._._�:,....... .. • ;.:` • ,.:•;. 60 PRECAST PARKING/BUFFER TREE """""""""""""""""""""' .' ---- ----- H-20 CATCH BASIN LEACHING TRENCH BETWEEN 4' MIN AROUND PIT MIRAFI &SI 5 STRUCTURES, SEE CROSS SECTION EL. 14.6 SECTIONAL PLATE FABRIC TOP & SLOES 3" PEASTONE 6'4X5' SOLID 12"4 SLOTTED BASIN H-20 OR EQUAL CORRUGATED HDPE PIPE THRU DRAINAGE ADS N-12 OR EQUAL - .75"-1.5" DOUBLE REINFORCED NEW BLACK RUBBER HOSE (1/2" ID) WASHED STONE MIRAFI 140N 3 .,'r •.' .'', ' DOUBLE STRAND 12 GA FABRIC UNE ALL SIDES OF DRAINAGE/'r'•';+:;:,'1 GALV ANNEALED TWISTED WIRE TREE WRAP. IAP ENDS DOWN LL� 3' ' 11 DO NOT STAPLE TRENCH CROSS SECTION 3 STAKES EQUALLY SPACED NTS AROUND TREE 2 1/2'x2 1/2'00' 11 SPACED I'-0" FROM TRUNK, rNITE 11 PLAN nF LAND STAINED DARK BROWN. APPROVED BY HEALTH DEPT. DATE 11 STAKES DRIVEN AT ANGLE AND / PULLED VERTICAL WITH WIRE MIN 4'-G" BURIED MIN 3" DEEP SAUCER Y DEPTH SHREDDED BARK MULCH REMOVE BURLAP FROM TOP HALF OF ROOTBALL COMPACTED SUB -GRADE SOIL MIX #8033 ROUTE 20 8 IN off 508-362-4541 SOUTH YARMOUTH, MA fax 508 362-9880 PREPARED FOR down cape engineering, inc. A' CARON Cl lilt ENGINEERS LAND SURVEYORS DATE: AUG 30, 2006 339 Main Street - YARMOUTHPORT, MASS. REVISED: SEPT. 22, 2006 (SPR COMMENTS) REVISED: DEC. 27, 2006 (SPR COMMENTS) Scale:1 "= 20' 0 10 20 30 40 50 FEET SHEET 2 OF 2 OS -197 GARAGEPLAN2.DWG 18 AT 1% 17.66 17.93 INVERT 17.43 4"4 4 V 16.90 17'95 PIPE LEVEL 1ST 2' 12' max. at 1% H-20 D-RQX_ON " 12COMPACIED-G14 ACME D69 H-20 OR EQUAL 6"MIN. SUMP 3/4"-1-1/2" DOUBLE WASHED STONE FIELD 30' WIDE X 60' LONG SEPTIC PROFILE BOTTOM LEVEL AT EL. 16.7 NOT TO SCALE 11.9 ADJUSTED GROUDWATER ELEV. ER COMPACT BACKFILL SEE PAVEMENT SECTION TOP EL. 17.9-18.2 VARIES Ta000V�Teo r 4" INV. EL. 17.4'-17.66' VARIES o C°o°U°OHO°°° 0000 6-10" " VARIES 000000 i°°o?oSoS°oE°o6°o?o°oS 'BOTTOM LEVEL AT 16.9 4"4SCH40 PVC AT .005 FT/FT 10"-14" TOTAL OF .75" - 1.5" STONE I WITH TITLE 5 ORIFICES DOUBLE WASHED ONLY 5' BLAYER REMOVAL 0 �l Cot] ENGINEER TO INSPECT CLEAN COMPACTED COARSE SAND UNDERNEATH LEACHING FIELD SEE PAVEMENT SECTION LEACHING FIELD SECTION HEAVY DUTY H-20 COVER LABELED 'DRAIN" F&C NOT TO SCALE DRILL (2) 1-0 HOLES IN COVER 8" H-20 F&G'S EL. LISTED COMPACT BACKFILL IN 6" (4) TOTAL ON DRAINAGE 2'X 2' GRATE (TYP.) LIFTS (TYP. ALL DRAINAGE) MIRAFI 140N FABRIC OVER H-20 3' MIN. PEASTONE PRECAST :,r •: " FABRIC LINE ALL SIDES OF DRAINAGERISERS SLOTTED 12"4 HDPE DRI 2 •+ 4 �I •. \ AS REQ. ADS N-12 OR EQ. HOLES m >_B ICK ADJUSTING COURSE SET LEVEL INV. 16.6 MORTAR PROPOSED 2.0' ( P.) 4"S H40PVC A 1% IN H-20 • FROM ROOF D AIN S LEACHPIT 12,4C.B. TRPIP o H p TREE EPB �} a � '• 6'4X4' SHOREY �" • 3"CALIPER LP H-20 OR EQUAL '••" 0 PROPOSED ..................................._._�:,....... .. • ;.:` • ,.:•;. 60 PRECAST PARKING/BUFFER TREE """""""""""""""""""""' .' ---- ----- H-20 CATCH BASIN LEACHING TRENCH BETWEEN 4' MIN AROUND PIT MIRAFI &SI 5 STRUCTURES, SEE CROSS SECTION EL. 14.6 SECTIONAL PLATE FABRIC TOP & SLOES 3" PEASTONE 6'4X5' SOLID 12"4 SLOTTED BASIN H-20 OR EQUAL CORRUGATED HDPE PIPE THRU DRAINAGE ADS N-12 OR EQUAL - .75"-1.5" DOUBLE REINFORCED NEW BLACK RUBBER HOSE (1/2" ID) WASHED STONE MIRAFI 140N 3 .,'r •.' .'', ' DOUBLE STRAND 12 GA FABRIC UNE ALL SIDES OF DRAINAGE/'r'•';+:;:,'1 GALV ANNEALED TWISTED WIRE TREE WRAP. IAP ENDS DOWN LL� 3' ' 11 DO NOT STAPLE TRENCH CROSS SECTION 3 STAKES EQUALLY SPACED NTS AROUND TREE 2 1/2'x2 1/2'00' 11 SPACED I'-0" FROM TRUNK, rNITE 11 PLAN nF LAND STAINED DARK BROWN. APPROVED BY HEALTH DEPT. DATE 11 STAKES DRIVEN AT ANGLE AND / PULLED VERTICAL WITH WIRE MIN 4'-G" BURIED MIN 3" DEEP SAUCER Y DEPTH SHREDDED BARK MULCH REMOVE BURLAP FROM TOP HALF OF ROOTBALL COMPACTED SUB -GRADE SOIL MIX #8033 ROUTE 20 8 IN off 508-362-4541 SOUTH YARMOUTH, MA fax 508 362-9880 PREPARED FOR down cape engineering, inc. A' CARON Cl lilt ENGINEERS LAND SURVEYORS DATE: AUG 30, 2006 339 Main Street - YARMOUTHPORT, MASS. REVISED: SEPT. 22, 2006 (SPR COMMENTS) REVISED: DEC. 27, 2006 (SPR COMMENTS) Scale:1 "= 20' 0 10 20 30 40 50 FEET SHEET 2 OF 2 OS -197 GARAGEPLAN2.DWG