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Home My WebLink About38.2 - Detail Sheet_TOP FOUND. 13.3 13.8 10.53 4"0SCH40 PVC S=1% Mv.--1 14' AT 2% 4"OSCH40 PVC MECHANICAL COMPACTION &----6STONE ( P.) 310 CMR 15.228(1) U•Z) 10-09' 17.0' 3000 GAL ST- ACME 7X17 OR APPROVED EQUAL -1-10. 110" 19' 10. 2000 GAL COMPARTMENT 19" TEE 9,054 GALLON DCrI1rvVc ,.uwvn n n ELECTRIC PERMIT REQUIRED 14.4 SEPARATE METER FOR SEPTIC EL 13.8± 4"05CH4 PVC / S=1 , MIN. / TO D -BOX PITCH 10.0 9.9/1,11 TO PC 3" HI ALARM ON I4 CHECK VALVE TYP. PUMP ON 19" TEE 6" PUMP OFF 2' LOW ALARM SETTINGS: 1 UP 6" WORKING RANGE SET AS SHOWN 6" GRAVEL & MECH. \ COMPACTION (NP.) DUAL MYERS SRM4 'XIo HP PUMPS PUMP CHAMBER MOUNT ON MYERS CHAIN PULL STAINLESS STEEL RAIL MOUNT SYSTEM (NO SUBSTITUTIONS) 1500 GAL H-20.. PUMP CHAMBER 4'LEVEL ACMEE OR EQUAL SEPTIC PROFILE NOT TO SCALE PUMP INSTALLATION TITLE 5 FLOW: RESIDENTIAL: 8 BEDROOMS (110 GPD/BEDROOM) = 880 GPD DESIGN FLOW 1 SEPTIC SYSTEM PUMPS SHALL BE MYERS SRM 4/10 HP PUMPS OR EQUAL NO GARBAGE DISPOSALS ALLOWED PUMPS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURERS SEPTIC TANK: 880 GPD (200%) = 1760 GALLON IST COMPARTMENT SPECIFICATIONS. PRIOR TO ORDERING PUMPING EQUIPMENT AND THE INSTALLER SEPTIC TANK: 880 GPD (100%) = 880 GALLON 2ND COMPARTMENT SHALL PROVIDE THE DESIGN SHCP DRAWINGS OF THE ALL PUMPING EQUIPMENT FOR PER 15.223(B) USE 3000 GALLON H-20 DUAL COMPARTMENT SEPTIC TANK APPROVAL INSTALLER SHALL CONFIRMTHAT THE REQUIRED POWER CONFIGURATION FOR FOR THE PUMP(S) IS AVAILABLE ATTTHE SITE. NOTE STAINLESS STEEL RAIL MOUNT REQ. WITH 1800 GAL 1ST COMPARTMENT AND 1000 GAL 2ND COMPARTMENT USE C1 LAYER CLASS 1 SOILS FOR LEACHING- USUITABLE REMOVAL REQUIRED. 2' ACCSPALLTROLS: PUMP CONTROLS ESSIIBLE AREA AND SHALL ETENCLOSED SAASDREOUIRED ON THE O MEETBUILDING ALL STATE AND LEACHING: 880 GPD/0.74 GPD/SF =1190 SF LEACHING AREA REQUIRED. LOCAL CODES AND REGULATIONS THE PUMPS SHALL OPERATE ALTERNATELY WITH USE A 1200 SF LEACHING FIELD EACH OPERATION APPLYING 111 GALLONS TO THE LEACHING FIELD. - - BOTTOM CAPACITY = 1200 SF X .74 GPD/SF = 888 GPD O.K. PUMPS SHALL BE PROVIDED WTH A LOW LEVEL OVERRIDE AND REDUNDANT LOW LEVEL ALARM SET SUCH TIAT THE PUMPS REMAIN SUBMERGED. D -BOX ACME DB -5 OR EQ. INSPECTION PORT- SEE DETAIL RUN PIPE LEVEL 2" PEASTONE OVER COARSE AGGREGATE ". TOP WALL 13.6 FOR FIRST 2'TOP PEASTONE =3.4 9" COVER MIN. 13.17 AT .005BOTTOM FIELD LEVEL 12.91 5- AT EL 12.17 i.::.. . CLEAN MEDIUM SAND v BACKFILL ADJUSTED WATER - ADJ. GROUNDWATER EL 7.17' REINFORCED CONCRETE RETAINING LEACHING WALL (SEE DETAIL) FACILITY INSPECTION PORT: 1 REQUIRED MANHOLE COVER SEE DETAIL MORTAR ALL COMPONENTS (TYP.) 4'0 PRECAST DONUT 2" OVER FIELD 4" THICK 4000 PSI CONIC. W/WWF / 18"0 OBSERVATION HOLE IN CTR. / 12" PERF. HDPE PIPE TO BOTTOM LF. ° '� `oo-�o� LEACHING FIELD a p INSPECTION PORT 9" MIN. COVER 4" PER 2" PEASTONE OVER fFVC AT CROWN TITLE 5 000 z 000 000 0 0 0800 BOTTOM LEVEL AT EL 12.17' t 2%MIN. 8 MIL LINER ON INSIDE WALL OVER FOUNDATION PAINT ;1., o04 1°0 >a0 JJ 17 T 24 1/4" PUMPS SHALL OPERATE FOLLONNG SEQUENCE: -- NOTES: 4" >00 CLEANOUT DETAIL a. PUMPS OFF >00 DRILL (2) 1" REQUIRED SEPTIC INSPECTIONS AND CERTIFICATIONS AD PUMP ON c. q ARM ON AND LAG PUMP ON (TWO PUMPS OPERATE OR ALTERNATE PUMP COVER TO GRADE • '• 6. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED, M6.03.0 SEED. ..: -._:.... _,. -t .. SUBSTI TIUTES FOR FAILED PUMP) LeBARON CAST IRON LA0910 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS 1. ENGINEER SHALL INSPECT WHEN REQUIRED OVERDIG EXCAVATION IS d. PUMPS MUST ALTERNATE H-20 RATED FEMALE ADAPTOR & THREADED PLUG 7. ALL SEPTIC PIPING 4"0 SCH-40 PVC UNLESS NOTED. COMPLETE - VALVE BOX TO CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE 2. ENGINEER SHALL INSPECT WHEN CLEAN FILL HAS BEEN PROPERLY 3. ALARM: PUMPS SHALL BE EQUIPPED WITH AN ALARM POWERED BY A CIRCUIT GRADE AT 1/3 POINTS (2 PER GALLEY) (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR. (1-888-344-7233) INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED DEPOSITED TO DEPTH OF FOOTINGS AND ROLLER COMPACTED. SEPARATE FROM THE PUMP POWER. THE ALARM SHALL CONSIST OF A RED 0 0 o 0 o e° EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. 3. ENGINEER SHALL INSPECT FOOTING FORMS AND REBAR PRIOR TO POURING WARNING LIGHT AND AUDIBLE SIGNAL WITH PRESS TO SILENCE SWITCH. THE .' • . ; 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS 9• ALL STORMWATER RUNOFF TO BE RETAINED ON SITE. OF FOOTING. CONFIRM ELEVATION OF FOOTINGS PRIOR TO POURING WALL ALARM SHALL SIGNAL A LOW WATER CONDITION (PUMPS NOT SUBMERGED) AND A .1 ' UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. 4. ENGINEER SHALL INSPECT WALL FORMS AND REBAR PRIOR TO POURING HIGH WATER LEVEL CAUSED BY PUMP FAILURE - AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD 2 CU FT CONIC. REPLACE WITH NON FROST SUSCEPTIBLE MATERIAL OF WALL CONFIRM ELEVATION OF FOOTINGS PRIOR TO POURING WALL 4. PROPER FUNCTION OF PUMPS, CCN TOOLS AND ALARMS SHAH BE DEMONSTRATED BY SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. 11. ALL LIGHTING SHALL CONFORM TO ZONING ORDINANCE. 5. ENGINEER SHALL INSPECT 8 MILLINER PRIOR TO BACKFILLING WALL CLEAN WATER TESTING, ENGINEER TO WITNESS AND CERTIFY ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. SLEEVE PIPE TO ALLOW 6. ENGINEER SHALL INSPECT AND CERTIFY ALL SEPTIC COMPONENTS, FACTORY PROCTOR DENSITY WITH VIBRATORY ROLLER COMPACTER. AND BARNSTABLE HEALTH REGULATIONS. MOVEMENT TO ROOF DRYWELL OR D4AI\AGE RUBBER BOOTS, PUMP MECHANISMS AND FLOAT SETTINGS AFTER INSTALLATION. 2 CU FT 4" SCH40 PVC PAVEMENT CRSOSS SEC -'. ° ' ° ' FABRIC OVER GALLEY CONC. q INV 79 FITS INTO TOP NOT TO SCALE C.B. TRAP ENGINEER SHALL CERTIFY TO YARMOUTH HEALTH DEPARTMENT THAT OF CHAMBER - TOP STRUCTURE 1 CPP THE RETAINING WALL, SEPTIC SYSTEM AND PUMP MECHANISMS HAVE 5. THIS PLAN IS FOR .PROPOSED WORK ONLY AND IS NOT TO ELLV 9.9 - BEEN INSTALLED IN SUBSTANTIAL COMPLIANCE WITH THE APPROVED BE USED FOR PROPERTY LINE STAKING. - PLAN. MIRAFl 140N 000 z 000 000 0 0 0800 BOTTOM LEVEL AT EL 12.17' t 2%MIN. 8 MIL LINER ON INSIDE WALL OVER FOUNDATION PAINT ;1., o04 1°0 >a0 JJ 17 T 24 1/4" 2- NOTES: 4" >00 CLEANOUT DETAIL EL. 13.6 8 MIL LINER , >00 DRILL (2) 1" BUILDING DOWNSPOUTS 6" LOAM & SEED i°0 - ALL DISTURBED • '• 6. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED, M6.03.0 SEED. ..: -._:.... _,. -t .. VARIES a- 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS 0 - C.I. RING & COVER 3/4" TO 1 -1/2 - DOUBLE WASHED STONE NOT TO SCALE OF TRENCH 0 SOLID H-20 * 7 A 3" PEASTONE OVER PIPE kq ADJUSTED STORMTECH SC -310 CHAMBERS IN GALLEY CONFIGURATION CORRUGATED HDPE PIPE _ ,I, WATER LEVEL BETWEEN STRUCTURES ADS N-12 OR EQUAL INTO SO4MTECH SC -310 CHAMBER ELEV. 6.4 SEE IN WASHED STONE, SEE SECTION -75"-1.5" DOUBLE BOTTOM_ N WASHED STONE ELEVATIONF LEACHING GALLEY 7.4 N H-20 DEEP SUMP SET IN CLEAN 1000 GALLON PRECAST , SAND ONLY 34" CATCH BASIN - SREMOVE UBSOIL T-0 _I - SECTION THRU DRAINAGE SUBSOIL I FOR 5' AROUND r - EL. 9.83 EL. 9.0 8"H-20 F&G RIM 10.6 TOP OF WALL EL. 13.6 JJ 17 T 24 1/4" L_11�L-JI1JdLJ611lLJ!lIdLJ ELM, lula 1luauwnuweu NOTES: TOP STRUCTURE 12"0 CPP CLEANOUT DETAIL EL. 13.6 8 MIL LINER , // DRILL (2) 1" BUILDING DOWNSPOUTS 6" LOAM & SEED NTS - ALL DISTURBED • '• 6. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED, M6.03.0 SEED. ..: -._:.... _,. -t .. -.--.. --- q N 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS - C.I. RING & COVER APPROXIMATE PRIOR TO ANY EXCAVATION ON .THIS SITE, THE EXCAVATING 7. ALL SEPTIC PIPING 4"0 SCH-40 PVC UNLESS NOTED. CATCH BASIN +I HORIZONTAL REINFORCEMENT (9)#3'S TOTAL LEBANON LA0910 OR E0. OVER CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE S. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT CONTINUOUS (LAP. SPLICE 21' RADE CLEANOUT/INSPECTION PORI TO GRADE- (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR. (1-888-344-7233) INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED BEND AT CORNERS 1"RAD. MIN. SHORT LENGTH OF 0 0 o 0 o e° EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. FROM BOARD OF HEALTH. 8"H-20 F&G 12" PIPE FROM MANHOLE TO SEE PAVEMENT SECTION 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS 9• ALL STORMWATER RUNOFF TO BE RETAINED ON SITE. RIM 10.8 CHAMBERS - PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGS. UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. TO A DEPTH OF 36" BELOW FINISHED GRADE. VARIES, SEE PLAN RETAINING WALL NOTES: AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD 10. COORDINATE REPLACE WITH NON FROST SUSCEPTIBLE MATERIAL 1. REINFORCING STEEL- ASTM A 615 GRADE 60 SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. 11. ALL LIGHTING SHALL CONFORM TO ZONING ORDINANCE. ' - ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. //\/\\//��/�/��/��' COMPACT FILL POURING OF WALL CONCRETE 6" 2" MIN. PEASTONE PROCTOR DENSITY WITH VIBRATORY ROLLER COMPACTER. AND BARNSTABLE HEALTH REGULATIONS. TO ROOF DRYWELL OR D4AI\AGE AND MIRAFl 140N5 2 CU FT 3. VERTICAL DATUM IS NGVD29. MUNICIPAL WATER IS AVAILABLE. PAVEMENT CRSOSS SEC -'. ° ' ° ' FABRIC OVER GALLEY CONC. q INV 79 4. DESIGN LOADING FOR ALL PRECAST UNITS NOT TO SCALE C.B. TRAP TO BE AASHTO-H20 UNLESS NOTED. - TOP STRUCTURE 1 CPP 5. THIS PLAN IS FOR .PROPOSED WORK ONLY AND IS NOT TO ELLV 9.9 ELBOW BE USED FOR PROPERTY LINE STAKING. - MIRAFl 140N INV. 7-9 FABRIC OVER OVERLAP 18" DOWN EACH SIDE � OF TRENCH 0 SOLID H-20 * 7 A 3" PEASTONE OVER PIPE kq ADJUSTED STORMTECH SC -310 CHAMBERS IN GALLEY CONFIGURATION CORRUGATED HDPE PIPE _ ,I, WATER LEVEL BETWEEN STRUCTURES ADS N-12 OR EQUAL INTO SO4MTECH SC -310 CHAMBER ELEV. 6.4 SEE IN WASHED STONE, SEE SECTION -75"-1.5" DOUBLE BOTTOM_ N WASHED STONE ELEVATIONF LEACHING GALLEY 7.4 N H-20 DEEP SUMP SET IN CLEAN 1000 GALLON PRECAST , SAND ONLY 34" CATCH BASIN - SREMOVE UBSOIL T-0 _I - SECTION THRU DRAINAGE SUBSOIL I FOR 5' AROUND r - EL. 9.83 EL. 9.0 8"H-20 F&G RIM 10.6 TOP OF WALL EL. 13.6 2X4. COMPACT R=3" MIN. ." - - TILL o ROLLER COMPACT FILL UNDER FOOTINGS 2'-8- I RETAINING WALL DETAIL NOT TO SCALE 2'-10" 26" MANUF. LeBARON, BROCKTON, MA MODEL: LT 105 WEIGHT: 430 LBS TYPICAL ACCESS COVER SCALE: 3/4' = V-0" WHEELSTOP LABEL SEWER OR DRAIN AS APPROPRIATE 10" REVEAL MAX. LANDSCAPE TIMBER WALL e JJ 17 T 24 1/4" MORTAR (TYP-) TOP OF WALL TOP STRUCTURE 12"0 CPP ELEV. 9.9 EL. 13.6 8 MIL LINER , // DRILL (2) 1" BUILDING DOWNSPOUTS 6" LOAM & SEED I•�\\\\i� - ALL DISTURBED • '• ON INSIDE WALL 0_ AREAS (TYP,)o0° q N 0 .. _ L - z z 1000 GALLON PRECAST CATCH BASIN +I HORIZONTAL REINFORCEMENT (9)#3'S TOTAL I 12" PROCESSED GRAVEL CONTINUOUS (LAP. SPLICE 21' MDPW M1.03.1 VIS. ROLLER COMPACTED •' '� BEND AT CORNERS 1"RAD. MIN. 0 0 o 0 o e° REMOVE TOP & SUBSOIL VERTICAL REINFORCEMENT #3•S AT 12" ON CENTER 2" CLEAR CONTINUOUS FROM TOE FOOTING TO TOP OF WALL - FILL TO 12.0± TO A DEPTH OF 36" BELOW FINISHED GRADE. + RETAINING WALL NOTES: REPLACE WITH NON FROST SUSCEPTIBLE MATERIAL 1. REINFORCING STEEL- ASTM A 615 GRADE 60 (LESS THAN 10% DRY WEIGHT PASSING #200 SIEVE) /\\��\� 2. CONCRETE O B PSI MIN. 3/4" MAX AGA. SIZE 'y y Y 3. WALL NOT TO BE BACKFILLED FOR 14 DAYS AFTER - NOTE: COMPACT ALL FILL IN 6" LIFTS TO 95% MOD. //\/\\//��/�/��/��' COMPACT FILL POURING OF WALL CONCRETE 6" 4"CSCH40 ROOF DRAIN PROCTOR DENSITY WITH VIBRATORY ROLLER COMPACTER. __.ORIG. GROUND EL 11•D± TO ROOF DRYWELL OR D4AI\AGE " V-4" PAVEMENT CRSOSS SEC - #3 HORIZ. REINF (TYP.) 2X4. COMPACT R=3" MIN. ." - - TILL o ROLLER COMPACT FILL UNDER FOOTINGS 2'-8- I RETAINING WALL DETAIL NOT TO SCALE 2'-10" 26" MANUF. LeBARON, BROCKTON, MA MODEL: LT 105 WEIGHT: 430 LBS TYPICAL ACCESS COVER SCALE: 3/4' = V-0" WHEELSTOP LABEL SEWER OR DRAIN AS APPROPRIATE 10" REVEAL MAX. LANDSCAPE TIMBER WALL e JJ 17 T 24 1/4" MORTAR (TYP-) C.B. TRAP TOP STRUCTURE 12"0 CPP ELEV. 9.9 ELBOW DRILL (2) 1" BUILDING DOWNSPOUTS 6" LOAM & SEED HOLES (TYP.) - ALL DISTURBED d 0_ AREAS (TYP,)o0° q N H-20 DEEP SUMP 1000 GALLON PRECAST CATCH BASIN CLEANOUT AND REPLACE WITH CLEAN GALLEY CROSS SECTION A -A NOT TO SCALE COMPACTED SAND. NTS i off 508-362-4541 fax 508 362-9880 down cope engineering, inc. Cl VIL ENGINEERS LAND SURVEYORS 939 Main Street - YARMOUTHPORT, MASS. THI SOIL EVALUATOR: DANIEL A W.ALA PLS, ER TH2 SOIL EVALUATOR: DANIEL A. WALA PLS, EIT TH3 SOIL EVALUATOR: DANIEL A. OJALA'-PLS, EIT - BOH: AMY VON HOPE RS BOH: AMY VON HONE RS EXCV. ELLIS BROS, EXCV- n I BROS. EXCV. EWS BROS. DATE: 10-30-03 4PM DATE 10-30-03 3'M DATE: 10-30-03 3PM O LL I L.J EL 33 EL. 2.3 0 EL 12.07 12" 24- 5A, EL 8.07 PERC RATE: <2MIN/IN- Bott. perc at 60- 24 gal in 6:10 ADJ. GROUNDWATER EL 7.17' GROUNDWATER ENCOUNTERED AT 7.33'- el. 4.97 EL 2.07 NOTE: TRANSISTION TO LANDSCAPE TIMBER WALL SPIKED AND BATTERED BACK AS INDICATED WHERE REVEAL OF WALL IS LESS THAN 12" NO WALL REQUIRED WHEN GROUND EL. ABOVE 13.4 \ M M JJ 17 T 24 1/4" 12"X3" CAPE COD BERM TOPCOAT MASS DPW TYPE 11 2" BINDER BUILDING DOWNSPOUTS 6" LOAM & SEED - - ALL DISTURBED . AREAS (TYP,)o0° 0°0 oao 000°°aoa000 00 o°o°o 0. 0 o 0 CLEANOUT I 12" PROCESSED GRAVEL TO GRADE MDPW M1.03.1 VIS. ROLLER COMPACTED 0 0 o 0 o e° REMOVE TOP & SUBSOIL NOTE: REMOVE ANY FROST SUSCEPTIBLE MATERIAL TO A DEPTH OF 36" BELOW FINISHED GRADE. REPLACE WITH NON FROST SUSCEPTIBLE MATERIAL (LESS THAN 10% DRY WEIGHT PASSING #200 SIEVE) - NOTE: COMPACT ALL FILL IN 6" LIFTS TO 95% MOD. 4"CSCH40 ROOF DRAIN PROCTOR DENSITY WITH VIBRATORY ROLLER COMPACTER. TO ROOF DRYWELL OR D4AI\AGE AT 2% MIN, PAVEMENT CRSOSS SEC NOT TO CALE ROOF DRAIN PIPES NOT TO SCALE THI SOIL EVALUATOR: DANIEL A W.ALA PLS, ER TH2 SOIL EVALUATOR: DANIEL A. WALA PLS, EIT TH3 SOIL EVALUATOR: DANIEL A. OJALA'-PLS, EIT - BOH: AMY VON HOPE RS BOH: AMY VON HONE RS EXCV. ELLIS BROS, EXCV- n I BROS. EXCV. EWS BROS. DATE: 10-30-03 4PM DATE 10-30-03 3'M DATE: 10-30-03 3PM O LL I L.J EL 33 EL. 2.3 0 EL 12.07 12" 24- 5A, EL 8.07 PERC RATE: <2MIN/IN- Bott. perc at 60- 24 gal in 6:10 ADJ. GROUNDWATER EL 7.17' GROUNDWATER ENCOUNTERED AT 7.33'- el. 4.97 EL 2.07 NOTE: TRANSISTION TO LANDSCAPE TIMBER WALL SPIKED AND BATTERED BACK AS INDICATED WHERE REVEAL OF WALL IS LESS THAN 12" NO WALL REQUIRED WHEN GROUND EL. ABOVE 13.4 \ M M JJ 17 T 24 1/4" <AI \ I � I N s ❑�❑�❑�❑�❑o❑ ❑o❑o❑o❑o❑T❑ DoDo�o�oDo� ❑o❑o❑uDD❑ 0 0 0 0 0 0 1:101:1000D0000 ❑o❑o❑o❑o❑o❑ . I 41 /2" FOURTH FLANGE AT BASINS WITHOUT CURB INLET 4 1/2" SECTION A --A MODEL: LF 248-2 WEIGHT: 480 LBS FRAM E AN D G RATE SCALE: 1/2" = 1'-0" 4" LOAM & SEED DISTURBED AREAS (TYP.) 4-6"OSCH-40 PVC AT 27. MIN. FROM ROOF DRAINS 11.5± 0 0°0 SET IN CLEAN °o°o SAND ONLY 00000°000 REMOVE a°°°°°°°° 4'X 6'0 o°o°o°o H-20 RATED F&C LeBARON LB268-3 H-20 OR EQUAL MANHOLE FRAME AND COVERS LABELED "DRAIN" DRILL (2) 1"O HOLES IN COVER MORTAR ALL COMPONENTS (Typ,) TOP STRUCTURE EL LISTED ON PL ooOo°o°o : m. o °°°°°°°°° 4" MIN. PEASTONE opooa0000 ooa°°°o,o AND MIRAFl 140NS °o FABRIC OVER STONE SUBSOIL 'oouacouon H-20 FOR 5' AROUND :;°e°°°'0°0°° LEACHPIT < 0 AND REPLACE SHOREY OR EQUAL °°°°:°:°o WITH CLEAN 00000 000 SAND. °oo'oa°oo`oo'o aoaoaaa°a 7.01: 3/4" - 1 1/2" DOUBLE WASHED STONE / 4' MIN. AROUND PIT NOT TO SCALE FILL- SAND A SANDY LOAM - lOYR 5/2 18" 8. ..,. Ap SANDY LOAM 8 HORIZON DETAIL SHEET TO ACCOMPANY 1 OYR `�/2 LOAMY SAND 24" IOYR 6/6 B HORIZON EL 8.33 26'� LOAM' SAC') 10YR 6/6 171"TE FIRAN 48" C1 PERC RATE: <2MIN/IN. C1 HORIZON C1 PERC RATE: <2MIN/IN. OF LAND IN WEST iL7•RMO ' MA C1 HOR'ZOC MEDIUM/COARSE SAND MEDIUM/COARSE SA -NO 2.5Y 7/4 2.5Y 7/4 GROUNDWATER EL. 7.17' ADJ. GROUNDWATER EL 6.4' DWATER ENCOUNTERED GRO DWATER ENCOUNTERED AT 7.1'- el. 4.97 AT 6-3' - el. 4.2 120 120" EL 2.5 96" GROUNCM'ATER ADJ. M'W29 ZONE A TEST HOLE LOGS- 10/24/03 REA-014 9.0- 2.2' ADJ. ISSUED FOR PERMITTING, NOT FOR CONSTRUCTION FILL- SAND Ap SANDY LOAM 10YR 5/2 B HORIZON LOAMY SAND 10YR 6/6 C1 C1 HORIZON MEDIUM/COARSE SAND 2.5Y 7/4 AW. GRO #25 COSYHOME TERRACE PREPARED FOR: PRINCE NOMINEE TRUST SCALE: 1" = 20' DATE: 2/20/04 REVISED: 12-3-04 SHEET 3 OF 3