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Home My WebLink About797 Route 28 - Site PlanI I I I I II I I I I i . I i i I �i { v AREA PLAN SCALE: 1 " = 100' //-Ior9.e1/i e ;•� $ 0.52 x(-20. , - 19.79 X0.50 \ .. 20. 0.13 OM 4 -}-20.7 163 \0.44 R/ O 20.33 OJ/EF/F 19.7 / / \\ 20.24 ALO V1P� EXISTING GRAVEL t .rib PARKING \ v \ 69 \ + 9196 2.0.01\A \\ Z3 \ }20 ..1 20.00 A 9 8 e� 19.58 9.67 O \ \ \\ \ 20.09 \ 3 \ \ \ 9479 N \ 19. 0 \ I. \ \ EXISTING 19.55 It \ \ 2(\00 \ GARAGE 19.47 SHED \1�.[•i'� � ;b \ \ 67 \\ 19.82 19.75 9.92 \`12; \ 6 \ 39.3, \ \ \Vv \ \ \ +20.03 -}•20.0; \\ 0 �/�17.87 NE +19.4 0A .76 _01300p LOT AREA A�6 N 21,561 ± SQ. FT. 79 1G 0.49± ACRES LEGENR LOCATION: TP -1 EXCAVATOR: REID ELLIS B.O.H. AGENT: AMY VON HONE R.S. EXISTING CONTO +99.92 EXIST. SPOT ELEV. -{$]-- PROPOSED CONTOUR 198.4] PROPOSED SPOT EL. TH1 19.92 0.0 TEST HOLE 2� SLOPE OF GROUND MIRAFI 140N FILTER FABRIC OVER PEASTONE UTILITY POLE SIDE YARD SETBACK: 25' (10.7' TO REMAIN, 26' ON PROPOSED BLDG.) FIRE HYDRANT NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING BENCH MARK - NAIL SET IN PAV`::MENT. EL. 20.1 (ASSMD) - (APPROX 8.3' ABOVE -N EXISTING CURB CUT y1P� TO REMAIN DATE 4/24/02 1PM ASSESSORS MAP 33 PARCEL 75 ADDRESS: #797 ROUTE 28, SO. YARMOUTH, MA TITLE REFERENCE OB 9515 PG 191 OWNER : ELIZABETH CLEMENTS APPLICANT: MAR 7' CARON FEMA FLOOD ZONt: B (Al2 EL. 10 TO SOUTH OF LOT) GROUNDWATER CfvERLAY PROTECTION: N/A 16.92 - 23 C1 LOAMY MED. SAND 6.4 -u 2.5Y 5/4 _- 15.92 PERC 2 MIN.JIN 48 TITLE 5 FLOW: MIXED USE NO GARBAGE DISPOSAL ALLOWED BOTT. AT 46 APARTMENT (1) DE841 SDR,(.',MC110 G b/1000 SF) =163 GP10 D DESIGN FLOW C2- MED. SAND 1 SERVICE BAY (125 GPD/BAY) 125 GPD ADJ. GROUNDWATER EL. 12.68 298 GPD j rGeI �� VE 2.5Y 6/4 USE 330 GPD DESIGN FLOW O.Eb GROUNDWATER EL.10.58 (112") SEPTIC TANK: 330 GPD (200%) - 660 GALLON REQ. (1500 GAL. MIN.) Y N p� USE 1500 GALLON H-20 SEPTIC TANK - - USE Ct LAYER CUSS 1 SOILS FOR LEACHING <5 MPI - 0.74 GPM/SF .TAR 8 70' 3 8.92 BOTTOM 132" LEACHING: 330 GPD/0.74 GPD/SF -446 SF LEACHING AREA REQUIRED. 0.73 / USE (1) 7$ X 4' WIDC X TEFF. DEPTH LEACHING TRENCH .51 / \ i' lJ��11LOtLGB4�lND_�ATE�ES1 G p ✓ \ INDICATOR WELL: MIW29 BOTTOM CAPI - 74' X 4' - 296 SF X 0.74 - 219 GPD X0314 SIDEWALL - 2(74.0'+J, 0') X 1.0'= 156 SF X 0.74 - 115 GPD id +20. 7 !y: 901 6 ZONE: ZONE A DATE' 4/02 452 SF 334 GPD >330O.K. 3�. 33 0.4� / \ ADJ. FACTOR: 2.1 ccp'y' IC S 540.24 aR'�2 FpO!oti y\P�'� / ::-1. :EX 3A_. 1 c..::'. ". -FEST HOLE LOG PARKIN G..` ,t V / / SQUARE UP EXISTING SPA^E '`fl= + •94 / / CZ \ FOP. 1E' WIDE VAN ACCESSIBLE /HANDICAPPED SPACE 90O1 /p �9n- P-CMDE HCP SIGNAGE TO CODE. �/y 9SFS6 t 20.00 3 �\ .15.,8... 9.67 \. EXITING ._;.� SUIL.ING 20 C9 /3 E0.F�Q U9N3.5EPTIG 1 RESERVE \ \ ( CO. ' 71, �\ - 1. GRA L 2 00 \PARKING bb \0 GAfLCIi S \ { PR)POSED ED E OF 0.67 � 951 \ GRAVEL LA -19.E2 .� \ v4'-,� ACCESS - /�} DRIVE PROPOSED ` w� • �' :: c''�" - `n :. \ \ '.`\o- 1500 GAL H-20 SEPTIC TANK ao \ ,\ '.1'. \ �r'�iti\ ,19J5 ',p 0 L x w � ( 6� 9.92 31 t��39' 11 `1 \ L''1 �, ta`��j R\OVA /� ' • x 5' UNSURABLIL 1 �:`L r\I - 501l. - LIMO- ROPOSED ` \ aU!i-DING F&^. °'p is I \ \ 1' SLAB EL 21.1. .TOP FOUND. 21.1. PROPOSED � , 'V•V � - I � 3600 SF AV, SOIL ABSORBTION "'t r \ A. SYSTEM: A * X 74' \ � \ ' - 1 1 K X 1.0' EFI'. DEPTH t1i. LEACHING TRENCH o 1 \:!, L, WITH VENT. ,1 W \<•� �C, w. L ' 9• o INSPECTION JR/ �,v0�\�0 POFT t , � Et•2 PROPOSED- GRA1'EL PARKING AREA, - Ix T AREA 5 - J FUN VENT UP SIDE ' 21,561± SQ. CF BUILDING 0.49E ACRE :LEV 21.1 NC. COVERS H 20 CO TOP --FOUND --- -__-- /y PRECAST H-10 - IS -- 2'0 IF EQ. 9" MI COVER - ,. 19.fi5 14" 19.50 10"_ 15_00 GAL H-20 Tr -F- •. - SEPTIC TANK 1 .25 15' AT 1% 4' LIQ. LEVEL 4"OSCH40 PVC ACME OR EQUAL GAS BAFFLE 3' AT 1% " SCH4C ' •�• •^RAVEL -&--MEG ---1T '',, ASSESSORS MAP 33 PARCEL 75, 0.49 ACRES 6" LOAM AND SEED ALL DISTURBED AREAS NOT GRAVELLED EROSION CONTROL NETTING ON ALL SLOPES >10% (TYP.) CONCRETE COVER TO WITHIN PVC VENT 2" PEAS,ONE & UP SIDE 0 TO 6' OF GRADE BUILDING _ FILTER FABRIC -.PROVIDE --. BLOCK UP D -BOX, 241.0. RISER UVLR STONE- - INSECT SC aN TO 6" OF GRADE, MORTAR ALL COMPONENTS INSPECTION PORT - MANHOLE COVER 24" DIA. H-20 I lAORTAFI ALL CbMPbTItEN'YS "-- 40 PRECAST DONUT 2 OVER 7R NC i 19.55 . 1 ie" Twry Annn oc( ^nmr v 19.05 '= - - �. �. �,...�-..--.-..-.-..-...- .,-.r.. Lao 19.05 - _-- ----- _ _ 19-18 INVERT 11'8.68 -^-- 17.68 17_88 PIPE LEVEL 1ST 2' _ CTED_GRAV0 -- - COMPACTION (TYP.) ACME DB5 H 670 OR EQUAL 3/4 "-1-1 2" DOUBLE WASHED STONE TO 4' WIDE X 74' LONG X 1.0' MIN. FF. DEPTH 6 MIN. SUMP/ p S P T IG PRORLE S LOCATION: TP -1 EXCAVATOR: REID ELLIS B.O.H. AGENT: AMY VON HONE R.S. 508-362-A,';41 ZONING DISTRICT: B-2,11NOT IN APD NOT To SCAL. fax ENGINEER: RICK JUDD R.S. COMPACTED SUB -GRADE MIN. LOT AREA: 20,000 SF (21,561 SF PROVIDED) ELEV. DEPTH -Sm MOX I down 19.92 0.0 OVER TOP OF PIPE WITH 12.68 ADJUSTED GROUOWATER FILL MIRAFI 140N FILTER FABRIC OVER PEASTONE SIDE YARD SETBACK: 25' (10.7' TO REMAIN, 26' ON PROPOSED BLDG.) ENGINEF-RS 4"SCHAO PVC AT 0.5% A/EL.S. 18.92 10YR 5 1 12" REAR YARD SETBACK: 20' (20.9' PROVIDED) % 8- LOAMY MED. SAND YARII1PORT, MASS. MAX. BUILDING COVERAGE: 25% - (4,441 SE = 20.6% PROPOSED) tOYR 5/6 36" - ASSESSORS MAP 33 PARCEL 75 ADDRESS: #797 ROUTE 28, SO. YARMOUTH, MA TITLE REFERENCE OB 9515 PG 191 OWNER : ELIZABETH CLEMENTS APPLICANT: MAR 7' CARON FEMA FLOOD ZONt: B (Al2 EL. 10 TO SOUTH OF LOT) GROUNDWATER CfvERLAY PROTECTION: N/A 16.92 - 23 C1 LOAMY MED. SAND 6.4 -u 2.5Y 5/4 _- 15.92 PERC 2 MIN.JIN 48 TITLE 5 FLOW: MIXED USE NO GARBAGE DISPOSAL ALLOWED BOTT. AT 46 APARTMENT (1) DE841 SDR,(.',MC110 G b/1000 SF) =163 GP10 D DESIGN FLOW C2- MED. SAND 1 SERVICE BAY (125 GPD/BAY) 125 GPD ADJ. GROUNDWATER EL. 12.68 298 GPD j rGeI �� VE 2.5Y 6/4 USE 330 GPD DESIGN FLOW O.Eb GROUNDWATER EL.10.58 (112") SEPTIC TANK: 330 GPD (200%) - 660 GALLON REQ. (1500 GAL. MIN.) Y N p� USE 1500 GALLON H-20 SEPTIC TANK - - USE Ct LAYER CUSS 1 SOILS FOR LEACHING <5 MPI - 0.74 GPM/SF .TAR 8 70' 3 8.92 BOTTOM 132" LEACHING: 330 GPD/0.74 GPD/SF -446 SF LEACHING AREA REQUIRED. 0.73 / USE (1) 7$ X 4' WIDC X TEFF. DEPTH LEACHING TRENCH .51 / \ i' lJ��11LOtLGB4�lND_�ATE�ES1 G p ✓ \ INDICATOR WELL: MIW29 BOTTOM CAPI - 74' X 4' - 296 SF X 0.74 - 219 GPD X0314 SIDEWALL - 2(74.0'+J, 0') X 1.0'= 156 SF X 0.74 - 115 GPD id +20. 7 !y: 901 6 ZONE: ZONE A DATE' 4/02 452 SF 334 GPD >330O.K. 3�. 33 0.4� / \ ADJ. FACTOR: 2.1 ccp'y' IC S 540.24 aR'�2 FpO!oti y\P�'� / ::-1. :EX 3A_. 1 c..::'. ". -FEST HOLE LOG PARKIN G..` ,t V / / SQUARE UP EXISTING SPA^E '`fl= + •94 / / CZ \ FOP. 1E' WIDE VAN ACCESSIBLE /HANDICAPPED SPACE 90O1 /p �9n- P-CMDE HCP SIGNAGE TO CODE. �/y 9SFS6 t 20.00 3 �\ .15.,8... 9.67 \. EXITING ._;.� SUIL.ING 20 C9 /3 E0.F�Q U9N3.5EPTIG 1 RESERVE \ \ ( CO. ' 71, �\ - 1. GRA L 2 00 \PARKING bb \0 GAfLCIi S \ { PR)POSED ED E OF 0.67 � 951 \ GRAVEL LA -19.E2 .� \ v4'-,� ACCESS - /�} DRIVE PROPOSED ` w� • �' :: c''�" - `n :. \ \ '.`\o- 1500 GAL H-20 SEPTIC TANK ao \ ,\ '.1'. \ �r'�iti\ ,19J5 ',p 0 L x w � ( 6� 9.92 31 t��39' 11 `1 \ L''1 �, ta`��j R\OVA /� ' • x 5' UNSURABLIL 1 �:`L r\I - 501l. - LIMO- ROPOSED ` \ aU!i-DING F&^. °'p is I \ \ 1' SLAB EL 21.1. .TOP FOUND. 21.1. PROPOSED � , 'V•V � - I � 3600 SF AV, SOIL ABSORBTION "'t r \ A. SYSTEM: A * X 74' \ � \ ' - 1 1 K X 1.0' EFI'. DEPTH t1i. LEACHING TRENCH o 1 \:!, L, WITH VENT. ,1 W \<•� �C, w. L ' 9• o INSPECTION JR/ �,v0�\�0 POFT t , � Et•2 PROPOSED- GRA1'EL PARKING AREA, - Ix T AREA 5 - J FUN VENT UP SIDE ' 21,561± SQ. CF BUILDING 0.49E ACRE :LEV 21.1 NC. COVERS H 20 CO TOP --FOUND --- -__-- /y PRECAST H-10 - IS -- 2'0 IF EQ. 9" MI COVER - ,. 19.fi5 14" 19.50 10"_ 15_00 GAL H-20 Tr -F- •. - SEPTIC TANK 1 .25 15' AT 1% 4' LIQ. LEVEL 4"OSCH40 PVC ACME OR EQUAL GAS BAFFLE 3' AT 1% " SCH4C ' •�• •^RAVEL -&--MEG ---1T '',, ASSESSORS MAP 33 PARCEL 75, 0.49 ACRES 6" LOAM AND SEED ALL DISTURBED AREAS NOT GRAVELLED EROSION CONTROL NETTING ON ALL SLOPES >10% (TYP.) CONCRETE COVER TO WITHIN PVC VENT 2" PEAS,ONE & UP SIDE 0 TO 6' OF GRADE BUILDING _ FILTER FABRIC -.PROVIDE --. BLOCK UP D -BOX, 241.0. RISER UVLR STONE- - INSECT SC aN TO 6" OF GRADE, MORTAR ALL COMPONENTS INSPECTION PORT - MANHOLE COVER 24" DIA. H-20 I lAORTAFI ALL CbMPbTItEN'YS "-- 40 PRECAST DONUT 2 OVER 7R NC i 19.55 . 1 ie" Twry Annn oc( ^nmr v 19.05 '= - - �. �. �,...�-..--.-..-.-..-...- .,-.r.. Lao 19.05 - _-- ----- _ _ 19-18 INVERT 11'8.68 -^-- 17.68 17_88 PIPE LEVEL 1ST 2' _ CTED_GRAV0 -- - COMPACTION (TYP.) ACME DB5 H 670 OR EQUAL 3/4 "-1-1 2" DOUBLE WASHED STONE TO 4' WIDE X 74' LONG X 1.0' MIN. FF. DEPTH 6 MIN. SUMP/ p S P T IG PRORLE S EXISTING TREES OF AT LEAST 4" CALIPER THAT EXIST IN BUFFER ZONES SHALL BE NOT TO SCALE ., RETAINED. IF SUCH TREES DO NOT EXIST, 3" CALIPER TREES SHALL BE PLANTED AT INTERVALS OF AT MOST 20' (301.4.4) (TYP. ALL BUFFERS) PROPOSED GRAVEL SECTION: 2" PFASTONE OVER HEAVY DUTY H-20 COVER B" DENSE GRADED CRUSHED STONE 9D LABELEDp DRAIN" F&C COMPACT IN 2 LIFTS WITH 10 TON VIS. ROLLER �� DRILL (2) i "0 HOLES IN COVER 8" H 2'X 2' GRATE EL. (TY LISTED ED 0 01 1\ 11 ISO \, 11 PARKING CALCULATIONS: 1\I 11 20 0 20 40 CO- Feet -� APARTMENT: 1 DWELLING UNIT = 1.5 PACES p� 20 0 20 40 60 I O't ' OFFICE: 841 SF (1 200) - 4.2 ACES _ a".fel/ MERCANTILE H6 3600(1/2100)-L7•••••"'''SSSSSPACES SCALE: 1" 20' _ /I ^�/ TOTAL: 7.4 SPACES REO.. SCALE: 1" = 20' ..._ --- -- - 8 SPACES PROVIDED - NOTES: i INCLUDING 3 IN GARAGE BAYS 1 VAN ACCESSIBLE HCP SPACE PROVIDE - i. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATNG 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 "a PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGS. , 3C 6d- AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD B. 6" LOAM AND 5:ED ALL DISTURBED AREAS NOT PAVED, M6.03.0 SEED. SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. 7, ALL SEPTIC PIPNG 4"0 SCH-40 PVC AT 1% MIN. UNLESS NOTED. - ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 31D CMR 15.00 TITLE 5. AND YARMOUTH HEALTH REGULATIONS. S. COMPONENTS NUTTO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION VERTICAL DATUM IS ASSUMED. MUNICIPAL WATER IS AVAILABLE. INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD CF HEALTH. 4. DESIGN LOADING FOR ALL PRECAST UNITS 9. VARIANCE FROM BOH REGULATION: TOP FOUNDATION<2' ABOVE HI PT. RD (1.37' PROVIDED) : TO BE AASHTO-H10 UNLESS NOTED. 10. ABUTTING BUILDING LOCATIONS FROM TOWN GIS DATA AND ARE APPROXIMATE. SHOWN FOR 5. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO REFERENCE ONLY. BE USED FOR PROPERTY UNE STAKING. ARNE H. OJALA PLS, PE DATE 3"CALIPER PARKING/BUFFER TREE COMPACT B,CKFILL IN 6" LIFTS (TYP. ALL DRAINAGE) MIRAFI 140J FABRIC OVER H-20 - - 3" MIN. PESTONE PRECAST' �,,.-'•:,' RISERS SLOTTED 12"0 HDP DRI AS REQ. ADS N-12 OR EQ. HOLES q �%`�-B ICK ADJUSTING COURSE SET LEVEL INV. 16. MORT R 1 PROPOSED 2.0' 4"S H4�\ 29. IN H-20 C.B. TRAP FROM ROOF p NS LEACHPIT 12.0 veg pir .. CII X41 SHOREY ". w E BOW i LP H-20 OR EQUAL PROPOSEDp . ........ 600 GALLON PRECAST ...................... ........ ....- .......................... _ ......._.. H-20 CATCH BASIN LrACHING TRENCH BETWEEN 4' MIN AROUND PR STRUCTURES. SEE CROSS SECIXN7 EL 14.6 SECTIONAL PLATE MIRAFI 14ON FABRIC OVER 6'0X5' SHOREY SOLID 3" PEATMNE OVERAP ' SECTION- e BASIN H-20 OR EQUAL 12"R SLOTTED H - TO IR -i1 1 j.. JI°d" DRAINAGE / , CORRUGATED HOPE PIPE -.--�J •II ADS N-12 OR EO' AL REINFORCED_ NEW BUCK RUM 75 1.5_DOUDL HOSE (1/2 10) .WASHED STONE DOUBLE STRAND 12 CA 3• ":I GAW ANNEHED TWISTED WIRE I -i TREE WRAP. LAP E1A1$ DOWN DO NOT STAPLE �3•�7 '3 STAKES EQUALLY SPACED TRENCH CROSS SECTION AROUND TREE 2 1/2•■2 112"1 ��;�;';r,.� y t` NTS SPACED IIIDARK FROM 7RLMK, I " �81' y N ?, 11T STAINED DARK BROWN. APPROVED BY HE,.LTH DEPT. DATE." lw l3 STAKES DRNLTI AT ANGLE AND PURLED VERTICAL WITH WIRE MIN 4'-0' BURIED t �- ^-� �'°^^�' rf MIN 3` DFIP SNlCB7 -3' DEPTH SHREDDED BARK MULCH OF I01 psi'`, •REMOVE BRIM FROM Tea HALF OF ROOTRAI.I off 508-362-A,';41 ZONING DISTRICT: B-2,11NOT IN APD NOT To SCAL. fax 508 362-9E80 COMPACTED SUB -GRADE MIN. LOT AREA: 20,000 SF (21,561 SF PROVIDED) 2"DOUBLE WASHED PFASTONE -Sm MOX I down MIN LOT FRONTAGE: 125' (100.77' PROVIDED) OVER TOP OF PIPE WITH 12.68 ADJUSTED GROUOWATER MIN FRONT YARD: 30 (109' PROVIDED) MIRAFI 140N FILTER FABRIC OVER PEASTONE SIDE YARD SETBACK: 25' (10.7' TO REMAIN, 26' ON PROPOSED BLDG.) ENGINEF-RS 4"SCHAO PVC AT 0.5% LAND REAR YARD SETBACK: 20' (20.9' PROVIDED) 939 Main TITLE 5 ORIFICES VENT WITH SOLID SCH40 YARII1PORT, MASS. MAX. BUILDING COVERAGE: 25% - (4,441 SE = 20.6% PROPOSED) - MAX. BUILDING & PAVEMENT COVERAGE: 70% (11,188 SF - 527 PROPOSED) ° E:�IS`ING USE: RESIDENTIAL APARTMENT, RETAIL' P'OL OSED USE: RESIDENTIAL APARTMENT, AUTO- TONING OPERATiGN (i Mi) i U1 °° o`?'° •° °°� TOWING OPERATION INCLG:ES A'.ril.n JJ O/[QTTJZ nEATR I QR`( �.;tnKlcrt u,:< ;.�,)_.-... ___ ___ _. -_: ___�_ _. _ •CL_.._ I _ _ T� AND SHORT TERM STORAGE OF MOTOR VEHICLES. S.`JE._QF"ICE FOR THE TOWI'•'. Of E_'1TION A 3/4" - 1.5" DOUBLE WASHED STONE LEACHING TRENCH 0 FIRST FLOOR OF 'HE FRONT Bl11LDING. PRIMARY E EXISTING APARTMEN I ON SECOND FLOOR OF FRO r1 BUILDING AND WILL. REMA:iI. TRENCH E PROPOSED REAR BU L ILL CONSIST OF A 30' X 40 HEATED AREA WITH A TINGLE UFT AND A SMALL BATHROOM. THE REMAINDER OF THE PROPOSED BUILDING WILL BE _ SEPTIC _ TRENCH GROSS SEC _ g Ifu '4 AVAILABLE FOR TRUCK STORAGE AND PARKING. y� TRENCH �j.,] .",3 d L EXISTING TREES OF AT LEAST 4" CALIPER THAT EXIST IN BUFFER ZONES SHALL BE NOT TO SCALE ., RETAINED. IF SUCH TREES DO NOT EXIST, 3" CALIPER TREES SHALL BE PLANTED AT INTERVALS OF AT MOST 20' (301.4.4) (TYP. ALL BUFFERS) PROPOSED GRAVEL SECTION: 2" PFASTONE OVER HEAVY DUTY H-20 COVER B" DENSE GRADED CRUSHED STONE 9D LABELEDp DRAIN" F&C COMPACT IN 2 LIFTS WITH 10 TON VIS. ROLLER �� DRILL (2) i "0 HOLES IN COVER 8" H 2'X 2' GRATE EL. (TY LISTED ED 0 01 1\ 11 ISO \, 11 PARKING CALCULATIONS: 1\I 11 20 0 20 40 CO- Feet -� APARTMENT: 1 DWELLING UNIT = 1.5 PACES p� 20 0 20 40 60 I O't ' OFFICE: 841 SF (1 200) - 4.2 ACES _ a".fel/ MERCANTILE H6 3600(1/2100)-L7•••••"'''SSSSSPACES SCALE: 1" 20' _ /I ^�/ TOTAL: 7.4 SPACES REO.. SCALE: 1" = 20' ..._ --- -- - 8 SPACES PROVIDED - NOTES: i INCLUDING 3 IN GARAGE BAYS 1 VAN ACCESSIBLE HCP SPACE PROVIDE - i. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATNG 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 "a PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGS. , 3C 6d- AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD B. 6" LOAM AND 5:ED ALL DISTURBED AREAS NOT PAVED, M6.03.0 SEED. SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. 7, ALL SEPTIC PIPNG 4"0 SCH-40 PVC AT 1% MIN. UNLESS NOTED. - ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 31D CMR 15.00 TITLE 5. AND YARMOUTH HEALTH REGULATIONS. S. COMPONENTS NUTTO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION VERTICAL DATUM IS ASSUMED. MUNICIPAL WATER IS AVAILABLE. INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD CF HEALTH. 4. DESIGN LOADING FOR ALL PRECAST UNITS 9. VARIANCE FROM BOH REGULATION: TOP FOUNDATION<2' ABOVE HI PT. RD (1.37' PROVIDED) : TO BE AASHTO-H10 UNLESS NOTED. 10. ABUTTING BUILDING LOCATIONS FROM TOWN GIS DATA AND ARE APPROXIMATE. SHOWN FOR 5. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO REFERENCE ONLY. BE USED FOR PROPERTY UNE STAKING. ARNE H. OJALA PLS, PE DATE 3"CALIPER PARKING/BUFFER TREE COMPACT B,CKFILL IN 6" LIFTS (TYP. ALL DRAINAGE) MIRAFI 140J FABRIC OVER H-20 - - 3" MIN. PESTONE PRECAST' �,,.-'•:,' RISERS SLOTTED 12"0 HDP DRI AS REQ. ADS N-12 OR EQ. HOLES q �%`�-B ICK ADJUSTING COURSE SET LEVEL INV. 16. MORT R 1 PROPOSED 2.0' 4"S H4�\ 29. IN H-20 C.B. TRAP FROM ROOF p NS LEACHPIT 12.0 veg pir .. CII X41 SHOREY ". w E BOW i LP H-20 OR EQUAL PROPOSEDp . ........ 600 GALLON PRECAST ...................... ........ ....- .......................... _ ......._.. H-20 CATCH BASIN LrACHING TRENCH BETWEEN 4' MIN AROUND PR STRUCTURES. SEE CROSS SECIXN7 EL 14.6 SECTIONAL PLATE MIRAFI 14ON FABRIC OVER 6'0X5' SHOREY SOLID 3" PEATMNE OVERAP ' SECTION- e BASIN H-20 OR EQUAL 12"R SLOTTED H - TO IR -i1 1 j.. JI°d" DRAINAGE / , CORRUGATED HOPE PIPE -.--�J •II ADS N-12 OR EO' AL REINFORCED_ NEW BUCK RUM 75 1.5_DOUDL HOSE (1/2 10) .WASHED STONE DOUBLE STRAND 12 CA 3• ":I GAW ANNEHED TWISTED WIRE I -i TREE WRAP. LAP E1A1$ DOWN DO NOT STAPLE �3•�7 '3 STAKES EQUALLY SPACED TRENCH CROSS SECTION AROUND TREE 2 1/2•■2 112"1 ��;�;';r,.� y t` NTS SPACED IIIDARK FROM 7RLMK, I " �81' y N ?, 11T STAINED DARK BROWN. APPROVED BY HE,.LTH DEPT. DATE." lw l3 STAKES DRNLTI AT ANGLE AND PURLED VERTICAL WITH WIRE MIN 4'-0' BURIED t �- ^-� �'°^^�' rf MIN 3` DFIP SNlCB7 -3' DEPTH SHREDDED BARK MULCH OF I01 psi'`, •REMOVE BRIM FROM Tea HALF OF ROOTRAI.I off 508-362-A,';41 fax 508 362-9E80 COMPACTED SUB -GRADE T -Sm MOX I down - inc. cape engineering, Cl VIL ENGINEF-RS LAND SURVEYORS 939 Main Street - YARII1PORT, MASS. X7 7 R ; 1i PREPARE, DFOR: SCALE: V = 20' ATE: 5/31/02