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Home My WebLink AboutDecision 4047 - Civil Detail Sheet26" MANUF. Le BARON, BROCKTON, MA MODEL: LK 110 LABEL SEWER OR DRAIN AS APPROPRIATE WEIGHT: 475 LBS TYPICAL ACCESS COVER SCALE: 3/4" = C-0" BUILDING DOWNSPOUTS 6" LOAM & SEED ALL DISTURBED ` AREAS (TYP,) }l�lCLEANOUT TO GRADE NI /8" 6"OSCH40 ROOF DRAIN TO DRAINAGE 2% MIN. COLLECTOR PIPE 12" SDR35 PVC AT 0.5% MIN. ROOF DRAINS GENERAL NOTES: NOT TO SCALE 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 REGULATIONS 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 NGVD29 ASSUMED FROM TOWN G.I.S. DATA 4. ALL ROOF RUNOFF 70 BE PIPED TO DRAINAGE SYSTEM. COORDINATE DOWNSPOUT LOCATIONS WITH ARCHITECT. ROOF DRAINS 6"OSCH40 PVC AT 1% MIN. PITCH TO ORYWELLS/DRAINAGE 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H-20 UNLESS NOTED. 6. THIS PLAN IS FOR PROPGSED WORK ONLY AND IS NOT TO BE USED FOR PROPERTY LINE STAKING. 7. ALL STORM RUNOFF TO BE CONTAINED ON SITE. PROVIDE VEGETATED SWALES IN PERIMETER AS REQUIRED TO ENSURE RUNOFF IS RETAINED. 8, 4" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. JUTE NETTING ON ALL SLOPES >10%. 9. ALL SEPTIC PIPING 4"05CH40 PVC AT 1% MIN. UNLESS NOTED. 10. SEPTIC COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHCUT INSPECTION BY OWNERS ENGINEER AND PERVISS'ON DETAINED. 11. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. ' 12. SITE LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS, PEDESTRIANS, OR NEIGHBORING PREMISES. 13. TOPOGRAPHY AND DETAIL LOCATION FROM FIELD SURVEY BY DOWN CAPE ENGINEERING. ABUTTING BUILCINGS FROM G.I.S. DATA- APPROXIN!ATE 14. ALL FILL AREAS ARE TO BE CLEARED AND GRUBBED, WITH TOP AND SUBSOIL REMOVED PRIOR TO FILL PLACEMENT. ALL FILL TO BE CLEAN STRUCTURAL FILL COMPACTED IN 5" LIFTS T0.95% MODIFIED PROCTOR MAX. DENSITY. AREAS UNDER BUILDINGS TO BE MONITORED :AND INSPECTED BY FOUNDATION ENGINEER. 48 HR. NOTICE REQUIRED. 15. FIRE SPRINKLER SYSTEM TO BE INSTALLED IN BUILDING. FIRE CONNECTION AND ENGINEERED PLANS (BY OTHERS) REQUIRED TO CODE COORDINATE LINE W/WATER CO. 16. ALL PROPOSED PAVEMENT TO BE FINISHED WITH CAPE COD BERM 12" X 3" BERM TO BE CREATED INTEGRAL WITH BASE AND TOP COATS OF ASPHALT WHERE NOTED. 17, GRADE ALL LAWN AREAS TO PROVIDE POSITIVE PITCH AWAY FROM BUILDINGS TO DRA'NS/SWALES. 18. SEE LANDSCAPE PLAN FOR PROPOSED PLANTINGS. 6" LOAM & SEED OR OTHER STABILIZATION- SEE LANDSCAPE PLANS FIRST FLOOR - - (TYP.) \ 76.51 \ 72.1± 71.0± 73' AT 1.5% UTILITIES & STORAGE IN FULL BASEMENTS 4"SCH40 AT 2% MIN. \ WORKING UO. LEVEL RANGE 9000 GAL.H-20 SEPTIC TANK ACME PRECAST OR EQUAL SCHEMATIC SITE&SEPTIC DESIGN 05-077 I SGkttNINU/HLANIJNUb I'tH LANUt;UAYt F'LAIV 6' CHAIN LINK FENCE AROUND /RETENTION BASIN. BLACK VINYL COATED LINKS. LOAM & SEED DISTURBED AREAS (TYP.) �°°r I >°°°°U0 °o W 00 O° W / °o 1 00 °o o ° 00 3 0 REMOVE ANY LOAMY MATERIAL FROM BENEATH RETENTION BASIN BELOW RIM GRADE AND REPLACE WITH CLEAN SAND, COVER WITH 4" LOAM AND HYDROSEED BASIN AREA SEE LANDSCAPE PLANS FOR DETAILED PLANTING SCHEDULE 3" SCH-40 SECTION VIEW AGE MANHOLE DET NOT TO SCALE CONCRETE MINIMUM STRENGTH: 5000 PSI AT 28 DAYS STEEL REINFORCEMENT: ASTM -AS -615 GRADE 60 DESIGN LOADING: PASHTO HS -20 BIORETENTION BASIN DETAIL TIMBER GUARD RAIL - NOT TO SCALE - PROPOSED GRASS LINED BIORETENTION BASIN EXCAVATETO LINE & GRADE SHOWN ON PLAN 4" LOAM & SEED LINING ON BOTTOM AND SIDE SLOPES. -H 6" NATURAL STONE TRAPROCK APRONS `I/ LeBARON OR EQ. `n BELOW SWALE ENTRANCE a ° PROP.H-20 F&G ,ABOVE BOTT. 23.5" FRAME 6'-8" X 6'0 °O °O0 PARKING \ 2'01.D. PRECAST °o°°o°o°o°°°h°°o°o oo°o°o°o°oo°o BOLT SECURELY IN PLACE /CONCRETE RISER. H-20 MORTAR ALL °0000°0000 0 � � �°o°°o°°o°°o oh°°°°°^0 1000 GAL. INLETS, UNITL GROUND COVER HAS PROPOSED COMPONENTS oa4F 0 HOLE 12" SDR35 DRAIN LINE 0.5% min. 6" LOAM & SEED ALL DISTURBED AREAS NOT PAVED, 12"X3" CAPE COD BERM INTEGRAL WITH TOP COURSE /WHERE IN NOTE: CONCRETE CURBING REQ. ENTRANCE AREA 0000°0000ao°0°o°00°o°o°a° EXTEND GRAVEL 6" MIN. PEST EDGE PAVE REMOVE TOP & SUBSOIL COMPACT SUBGRADE NOTE: REMOVE FROST SUSCEPTIBLE MATERIAL TO A DEPTH OF 36" BELOW FINISHED GRADE. REPLACE WITH NON FROST SUSCEPTIBLE MATERIAL (LESS THAN 10% PASSING #200 SIEVE) NOTE: COMPACT ALL FILL IN 6" LIFTS TO 95% MOD. PROCTOR DENSITY WITH VIBRATORY ROLLER COMPACTER PAVEMENT CROSS SECTION NOT TO SCALE 75.5± 75.5± 4"SCH40 PVC VENT LINE PITHES BACK TO � eIIFAmm Em SEEN LEACHING FIELD 12" PERF. HDPE c� UNS JUST [INTO 12"0H-20 HDPE SIDES WITH GRASS STONE MULCH BETWEEN SHRUBS NOTE: PLACE FILTER FABRIC BETWEEN MDC p EASTONE -1) , '°°°°°"°"°0 i°o 0 0 o U°o°o 6'-8" X 6'0 ALL FRAME AND GRATES UNTIL PARKING TRAP � n a °o°°o°o°o°°°h°°o°o oo°o°o°o°oo°o H-20 IS PAVED AND FOR RETENTION BASIN °0000°0000 0 � � �°o°°o°°o°°o oh°°°°°^0 1000 GAL. INLETS, UNITL GROUND COVER HAS PROPOSED • 'o°ooa°o°p" o e °o °o ° ��o LEACHPIT STAB!LIZEO. 3"PVC TO PUMPt- PIT 1000 GALLON PRECAST H-20 CATCH BASN ORIFICE IN LATERAL 60" O.C. WITH SHIELDS o °oo°0°08 , ivovo80000c�°o°o° SHOREY OR EQUAL 4" MIN. PEASTONE AND MIRAFI 140NS '8X6'-8' SHCR_Y SCLI STONE ° 507.SAND .R AS REQ. OVER STONE BASIN H-20 OR EQUAL 12" COARSE SAND OVER PARENT MATERIAL �o°Oo888888��Doc oeo--mom 20% COMPOSTED LEAVES 30% TOPSOIL 12" DEEP TOTAL B (TYP.) MANHOLE COVER SEE DETAIL Ll _ o o8n80088 0 0 0 o°o°o°o °c"j°oeeo (TYP.) - NOT TO SCALE - COMPACT BACKFILL ' CLEANOUT DETAIL: jo p0p°�VD°�°o°0°0°0°°° p0°o 000 oa °000°°°o°i SE TIONAL PLATE H-20 RATED FEMALE ADAPTOR & THREADED PLUt - 1/4" ORIFICE AT 5' O.C. VALIE BOX TO SLEEVE TO ALLOW MCVEMEN7 GRADE AT EA. END. 6.00' 4"0SCH40 PERFORATIONS DOWN VENT AS SHOWN POURED CCNCREFE DONUT ;r 1.5 CU 1 r I CAST IRON COVER 3"SCH40 PVC DRAIN BACK LINE TO PUMP CHAMBER , HOLE 12" SDR35 DRAIN LINE 0.5% min. 6" LOAM & SEED ALL DISTURBED AREAS NOT PAVED, 12"X3" CAPE COD BERM INTEGRAL WITH TOP COURSE /WHERE IN NOTE: CONCRETE CURBING REQ. ENTRANCE AREA 0000°0000ao°0°o°00°o°o°a° EXTEND GRAVEL 6" MIN. PEST EDGE PAVE REMOVE TOP & SUBSOIL COMPACT SUBGRADE NOTE: REMOVE FROST SUSCEPTIBLE MATERIAL TO A DEPTH OF 36" BELOW FINISHED GRADE. REPLACE WITH NON FROST SUSCEPTIBLE MATERIAL (LESS THAN 10% PASSING #200 SIEVE) NOTE: COMPACT ALL FILL IN 6" LIFTS TO 95% MOD. PROCTOR DENSITY WITH VIBRATORY ROLLER COMPACTER PAVEMENT CROSS SECTION NOT TO SCALE 75.5± 75.5± 4"SCH40 PVC VENT LINE PITHES BACK TO � eIIFAmm Em SEEN 3" CAST IRON CHECK VALVES 3"PVC BALL VALVES (2) 4'0 VALVE PIT 67.5 LEACHING FIELD 12" PERF. HDPE RESERVE000 UNS JUST [INTO PLANT SIDES WITH GRASS STONE MULCH BETWEEN SHRUBS 0 0 CAL. AF PITCH EASTONE -1) a MIX OR STONE MULCH PER PER LANDSCAPE PLAN �IIl1 LANO SURVEYORS LANDSCAPE SPECS. 211111 OF LEACH FIELD °0000°0000 0 4"SCH40 PVC MAX. SLOPE 3:1 TRANSITIONAL 4:1 TYP. HERBACEOUS 4 W Ili • . • . �1 ELECTICAL CONDUIT SWEEP \/ �/\ \\j\\j\\>/ ..- • �� iilllii�i�IIIIIIIIIIIII��J 3" CAST IRON CHECK VALVES 3"PVC BALL VALVES (2) 4'0 VALVE PIT 67.5 R ALL JOINTS JON -SHRINK GROUT /8 YPWEEPHOLE LEACHING FIELD 12" PERF. HDPE 18 0 UNS JUST [INTO PLANT SIDES WITH GRASS STONE MULCH BETWEEN SHRUBS I LATERALS PITCH EASTONE -1) a MIX OR STONE MULCH PER PER LANDSCAPE PLAN FABRIC OVER VENT LANO SURVEYORS LANDSCAPE SPECS. TO SAND AT BOTTOM OF LEACH FIELD °0000°0000 0 4"SCH40 PVC MAX. SLOPE 3:1 TRANSITIONAL 4:1 TYP. HERBACEOUS 4 W \ e90' ELECTICAL CONDUIT SWEEP \/ �/\ \\j\\j\\>/ ..- VEGETATION \\ \\ o°r\\/�\\/�\\/�\\� `2"OSCH40 LATERAL o0� oC� o a �EACHING 3"PVC TO PUMPt- PIT SEE LANDSCAPE PLAN ORIFICE IN LATERAL 60" O.C. WITH SHIELDS CONNECTION I 4" MIN. PEASTONE AND MIRAFI 140NS SOIL FILTER MIX STONE /FABRIC 507.SAND o � OVER STONE l 12" COARSE SAND OVER PARENT MATERIAL F&C'S TO GRADE (NOT SHOWN) 20% COMPOSTED LEAVES 30% TOPSOIL 12" DEEP TOTAL RAIN GARDEN DETAIL MANHOLE COVER SEE DETAIL Ll SIDE ELEVATION VIEW- (TYP.) - NOT TO SCALE - COMPACT BACKFILL ' CLEANOUT DETAIL: 4"0SCH40 PEFORATIONS DOWN VENT AS SHOWN �,` / 24" LO. PRECAST CONC. RISER AS REQ. Le BARON CAST IRON LAO -910 SEE PAVEMENT SECTION H-20 RATED FEMALE ADAPTOR & THREADED PLUt i/ /4'0 PRECAST DONUT 1" OVER FIELD 1/4" ORIFICE AT 5' O.C. VALIE BOX TO SLEEVE TO ALLOW MCVEMEN7 GRADE AT EA. END. ° 4"0SCH40 PERFORATIONS DOWN VENT AS SHOWN POURED CCNCREFE DONUT ;r 1.5 CU R ALL JOINTS JON -SHRINK GROUT /8 YPWEEPHOLE PRESSURE FLOW TO LEACHING FIELD SAS PITCH TO DRAIN BACK LEACHING FIELD 12" PERF. HDPE 18 0 UNS JUST [INTO I I I LATERALS PITCH EASTONE -1) - PUMP OUT WELL TEE AT 1% FABRIC OVER VENT LANO SURVEYORS I I 5' O.C. CU. FT. MIN. TO SAND AT BOTTOM OF LEACH FIELD 2"05CH40 PVC 4"SCH40 PVC _ I \ e90' ELECTICAL CONDUIT SWEEP PORT 'RISER poOo `2"OSCH40 LATERAL o0� oC� o a �EACHING 3"PVC TO PUMPt- PIT T- 4"X2" TEE ORIFICE IN LATERAL 60" O.C. WITH SHIELDS CONNECTION I I FIELD (TYP.) BOTTOM STONE PLAN VIEW DRILL ORIFICES IN EACH LATERAL ON TOP ° ° I OF PIPE (12 O'CLOCK POSITION) o � SEE PLAN FOR LOCATIONS l 4"SCH 40 PVC MANIFOLD AS REQ. ELEV. 71.2 MANHOLE COVER SEE DETAIL Ll SIDE ELEVATION VIEW- (TYP.) MORTAR ALL COMPONENTS (TYP.) COMPACT BACKFILL ROM APPROVED SOURCE. 4"0SCH40 PEFORATIONS DOWN VENT AS SHOWN �,` / 24" LO. PRECAST CONC. RISER AS REQ. LATERALS CENTER CENTER SEPTIC i/ /4'0 PRECAST DONUT 1" OVER FIELD 1/4" ORIFICE AT 5' O.C. ° 1__4" THICK 4000 PSI CONC. W/WWF 1 r I CAST IRON COVER PRESSURE FLOW TO LEACHING FIELD SAS PITCH TO DRAIN BACK LEACHING FIELD 12" PERF. HDPE 18 0 OBSERVATION HOLE. IN CTR. I I I LATERALS PITCH I = - PUMP OUT WELL I AT 1% LANO SURVEYORS I I 5' O.C. CU. FT. MIN. TO SAND AT BOTTOM OF LEACH FIELD .005 4"SCH40 PVC ' � 3000 PSI CONC I PLAN VIEW INSPECTION PORT DETAIL MAN QLD ool �EACHING ACCESS COVER DESCRIPTION AROUND CONNECTION I I FIELD SEE DETAIL. EL. 49.5f 12" PERF. HDPE PITCH TO DRAIN BACK AT 0.5% PLAN VIEW DRILL ORIFICES IN EACH LATERAL ON TOP ° ° I OF PIPE (12 O'CLOCK POSITION) o � PUMP OUT WELL SEE ORIFICE SHEILD DETAIL l ADJUSTING BLOCKS/RISER AS REQ. ELEV. 71.2 4"MANIFOLD INVERT EL. Ll 1 MORTAR ALL COMPONENTS (TYP.) (O.5% PITCH DRAINS TO ( COMPACT BACKFILL ROM APPROVED SOURCE. OWNERS ENGINEER 70 INSPECT &CERTIFY LATERALS CENTER CENTER SEPTIC PIPING 1/4" ORIFICE AT 5' O.C. SEE PAVEMENT SECTION WITH CRIRCE SHIELD 5 3" CAST IRONp,1ure CHECK VALVE (t sssure Tap tYl1) C! BALL VALVE w H-20 4'0 MANHOLE 0 //C .5� PITC � -_` a YE ^� 3" PRESSURE FLOW TO LEACHING 3/8" WEEPOOLE PITCH TO ORAPN SACK L58" � �- 3"SCH4C IPVC DRAIN BACK LINE TO PUMP CHAMBER SECTION VIEW :seas° ° c° 888° 0 12" o°0188°88 VALVE PIT DETAIL y NOT TO SCALE CONCRETE MINIMUM STRENGTH: 5000 PSI AT 28 DAYS 2""05CH40 STEEL REINFORCEMENT: ASTM -AS -615 GRADE 60 WITH 1/4" ORIFICES DESIGN LOADING: AASHTO HS -20 DT 12 O'CLOCK OSITI LEAC MIRAFI 2"PEASTONE z EL. 75.5 MAX. I I I INSPECTION PORT PITCH EL. 73.8 MIN I SEE DETAIL I AT 1% LANO SURVEYORS POUR 1 CU. FT. MIN. - YARMOUTHPORT MASS. 20" MIN. .005 ' � 3000 PSI CONC I 3"PVC TO PUMP THRUST BLOCK ool MARK LATE T (1/4"0 DESCRIPTION AROUND CONNECTION I P 3"SCH4 1Z 12" PERF. HDPE PITCH TO DRAIN BACK AT 0.5% PLAN VIEW DRILL ORIFICES IN EACH LATERAL ON TOP ° ° I OF PIPE (12 O'CLOCK POSITION) PUMP OUT WELL SEE ORIFICE SHEILD DETAIL BOTTOM STONE �t ELEV. 71.2 4"MANIFOLD INVERT EL. Ll 1 EXCAVATE TO CLEAN VIRGIN MATERIAL I (O.5% PITCH DRAINS TO ( COMPACT BACKFILL ROM APPROVED SOURCE. OWNERS ENGINEER 70 INSPECT &CERTIFY LATERALS CENTER CENTER SEPTIC PIPING DETAILS SEE PAVEMENT SECTION RI 740N FABRIC OVER STONE O WITH FABRIC OVER e° - Z„ 8o°Qeoeo °o°0 00 00000 ° o0 0 0°0 °o° 80 0°8 °°°0°0 2" 8°0°00 0 8°8°8°8 8 °a o 0 8 8 a °0°0 0 00 0°° 8 8 0 °°0°°°°°0,°,8°0° °oaa o o°o°0°°°o°e°a °°°o "Oo° 000 0 oo°°o°°0°8°°0°8°8°°0°°0°°00°°0°8°°0°°°°°o°°a°°o°°o°o°°o°° °O°o 10" TOTAL OF ,75" - 1.5" STONE ORIFICE SHIELD OS200 DOUBLE WASHED ONLY ORENCO SYSTEMS INC ENGINEER TO INSPECT PH. 1-800-348-9843 ON OR EQUAL SEE DETAIL NOT TO SCALE ...:.:1111.......` I -T I SEPTIC PROFILE s^ 9000 GAL. H-20 TANK CLEARWELL PUMP CHAMBER) NOT TO SCAI F 4'0 AMPHIDROME REACTOR (VERIFY EXACT DIMENSIONS OF ALL STRUCTURES PRIOR TO SETTING- INVERT ELEVATIONS TO BE HELD) INTERNATIONAL FUND FOR ANIMAL WELFARE YARMOUTH, MASSACHUSETTS designLAB ARCHITECTS DOWN CAPE ENGINEERING, INC. NOTE: GROUNDWATER 40'+ BELOW SURFACE 1 BOTT. TH PER TEST WELL RESULTS STEPHEN STIMSON ASSOCIATES LANDSCAPE ARCHITECTS CIVIL SITE PLAN OF LAND AT IN YARMOUTHPORT, MA PREPARED FOR: [.F.A.W. DATE: MARCH 1, 2006 REVISED: APRIL 13, 2006 (CCC, TOWN COMMENTS) REVISED: MAY 16, 2006, (DD SET) SCal e: 1 40' 0 20 40 60 80 100 FEET off 508-362-4541 fax 508 362-9880 down cape engineering, inc. Cl VIL ENGINEERS LAND SURVEYORS 939 Main Street - YARMOUTHPORT, MASS. 05-077 SITEPLAN.DWG IFAW Headquarters Yarmouthport, MA designLAB architects 374 Congress St, Suite 507 Boston, MA 02216 t 617 350 3005, f 617 350 6006 EL. 75.5 MAX. VENT W/ STAINLESS BUGSCREEN Inc. INSPECTION PORT cape EL. 73.8 MIN SEE DETAIL CII4L ENGINEERS AT 1% LANO SURVEYORS TOP STONE Street - YARMOUTHPORT MASS. 20" MIN. 72.5 72.0 TOP STONE 0.57 INV. 72.0 MARK LATE T (1/4"0 DESCRIPTION NE INV. 71.5 OR RC AT N CENTER P 3"SCH4 12" PERF. HDPE PITCH TO DRAIN BACK AT 0.5% PUMP OUT WELL SEE ORIFICE SHEILD DETAIL BOTTOM STONE �t ELEV. 71.2 4"MANIFOLD INVERT EL. i ST IN CENTER, L. I •� NOTE: DISTURBED SOILS IN LEACHING AREA EXCAVATE TO CLEAN VIRGIN MATERIAL 68.0 RAISE TO AT ENDS (O.5% PITCH DRAINS TO ( PUMP CHAMBER) AND REPLACE WITH CLEAN MEDIUM SAND ROM APPROVED SOURCE. OWNERS ENGINEER 70 INSPECT &CERTIFY ALL SYSEM COMPONENTS. ...:.:1111.......` I -T I SEPTIC PROFILE s^ 9000 GAL. H-20 TANK CLEARWELL PUMP CHAMBER) NOT TO SCAI F 4'0 AMPHIDROME REACTOR (VERIFY EXACT DIMENSIONS OF ALL STRUCTURES PRIOR TO SETTING- INVERT ELEVATIONS TO BE HELD) INTERNATIONAL FUND FOR ANIMAL WELFARE YARMOUTH, MASSACHUSETTS designLAB ARCHITECTS DOWN CAPE ENGINEERING, INC. NOTE: GROUNDWATER 40'+ BELOW SURFACE 1 BOTT. TH PER TEST WELL RESULTS STEPHEN STIMSON ASSOCIATES LANDSCAPE ARCHITECTS CIVIL SITE PLAN OF LAND AT IN YARMOUTHPORT, MA PREPARED FOR: [.F.A.W. DATE: MARCH 1, 2006 REVISED: APRIL 13, 2006 (CCC, TOWN COMMENTS) REVISED: MAY 16, 2006, (DD SET) SCal e: 1 40' 0 20 40 60 80 100 FEET off 508-362-4541 fax 508 362-9880 down cape engineering, inc. Cl VIL ENGINEERS LAND SURVEYORS 939 Main Street - YARMOUTHPORT, MASS. 05-077 SITEPLAN.DWG IFAW Headquarters Yarmouthport, MA designLAB architects 374 Congress St, Suite 507 Boston, MA 02216 t 617 350 3005, f 617 350 6006 Key Plan Legend �V.iA�=I, 4-} �-�zaoFrMss � c OJALA CIVIL N' 30792 DESIGN D }Y IN NOT ISSUED�b CONSTRUCTION orf 508-562-9880 to. SOB 362-9890 1/0 Inc. wn cape engineering, CII4L ENGINEERS LANO SURVEYORS 839 Main Street - YARMOUTHPORT MASS. Key Plan Legend �V.iA�=I, 4-} �-�zaoFrMss � c OJALA CIVIL N' 30792 DESIGN D }Y IN NOT ISSUED�b CONSTRUCTION MARK DATE DESCRIPTION PROJECT NO: 05.002 DRAWN BY: DAO CHECKED BY: AHO DATE: MAY 49, 2006 SCALE: AS NOTED Drawing Title: CIVIL DETAIL SHEET 100% Design Development Set C1.1