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Home My WebLink About797 Route 28 - Site Plan 2_ N\ ILN WE 9.79 N \ \LOCUS \ 1 20-\1 19 8 16 0.50 - - 1pO .m, SCALE 1 = 100' Y -- 99- EXISTING CONTO ?014 EXIST. SPOT ELEV. . 7 / \ -{-20 g. 0.44 / _l\ \ 20. '8 / 1.33 10.97 / (\ / EaOjA/ •t1P\" EXISTINGGRAVEL TEST HOLE 2� SLOPE OF GROUND PARKING UTILITY POLE \ 69 20.01 \ \ \ NOTE:' NOT ALL SYMB01_5 MAY APPEAR IN DRAWING AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD 1 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED, M6.03.0 SEED. 7„ SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. A/E L.S. LOCUS Q \, BENCH MARK - NAIL SET IN PAVEMENT. EL. = 20.1 (ASSMD} (APPROX 8.3' ABOVE NGVD29) 20.23 / 1892 16.92 70YR 5 1 12" 36" COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT 20.00 \ 98 3 15.92 \ 48" - PERT 2 MIN, '�IN BOTT AT 46 4. DESIGN LOADING FOR ALL PRECAST UNITS \ \ I T TO BE AASHTO-H70 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. 19.58 19.67 \ BE USED FOR PROPERTY LINE STAKING. \ 02-080 \ \ \ \ 3C79 1 \ LO \ \ 'Cr \\ \ A �- 19.49 K \ 20LOC EXISTING� 19.55 \\ \\ - GARAGE \ \ ,� PUMP \ & REMO 19.47 9 56 \ bb SHED \l58\ \\ EXISTING \ - \ SEPTIC +.67 SYSTEM 9.51 \ X o A \ 1'9�\V 19.92 % � \ \ 31 \ \ \9 \ �I \ \ \ \ +20.03 \ � \\ 20 +20A \\ \ \ t�-\ \ +19.6\3 \ \ +19.5a / 17.87 \NF" / +19.4. ,A +18.20 �GgP 1 .76 ,LpC\\NG L/ OT AREA 21,561± S.FQ 0.491 ACR 79 LEGEN -- 99- EXISTING CONTO +99.92 EXIST. SPOT ELEV. --- PROPOSED CONTOVR 198.41 PROPOSED SPOT EL. TT�H} 11, Y TEST HOLE 2� SLOPE OF GROUND Q� UTILITY POLE 2a FIRE HYDRANT NOTE:' NOT ALL SYMB01_5 MAY APPEAR IN DRAWING 7 m*4443MI, s1.I 20 0 20 40 60 Feet SCALE: 1" = 20' NOTES: 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS APPROXIMATE PRIOR TO ANY EXCAVATION ON THIS SITE THE EXCAVATING _ DATE: 4/24/02 IPM - LOCATION: TP -1 EXCAVATOR: REID ELLIS - B.O.H. AGENT: AMY VON HONE R.S. D RS n¢j EXISTING (� CURB CUT 20 C2- MED. SAND TO REMAIN - 7A 2.5Y 6/4 ADJ. GROUNDWATER EL 12.68 GROUNDWATER EL.10.58 (112") t� -1 a_ 20 SP 3g�\ 8.9222" ~� 0.13 � i ,,,,� BOTTOM USGS HIGH GROUNDWATER EST P�� 0 .'lY,0314 „ r,✓-, \ _ INDICATOR WELL: MIW29 2G 7: ✓ ... ..........ZONE: ZONE A �5 �O.dh ADJ. FACTOR: 2.1 n \0 20.'•3 DATE: 4/02 0 0.33 g2a�4 F 9.. A /-.r ASSESSORS MAP 33 PARCEL 75 ADDRESS: #797 ROUTE 28, SO, YARMOUTH, MA TITLE REFERENCE: DB 9515 PG 191 OWNER ELIZABETH CLEMENTS APPLICANT: MARIE CARON FEMA FLOOD ZONE: B (Al2 EL. 10 TO SOUTH OF LOT) OROUNDWATER'OVERLAY PROTECTION: N/A I TITLE 5 FLOW: MIXED USE NO GARBAGE DISPOSAL ALLOWED APARTMENT (1) BEDROOM (110 GPD/BEDROOM) 110 CPD DESIGN FLOW 841 SF OFFICE (75 GPD/1000 SF) = 63 GPD - 1 SERVICE BAY (125 GPD/BAY) - 125 CPD USE 330 GPD DESIGN FLOW 298 GPD SEPTIC TANK' 330 GPD (2007) - 660 GALLON REO (1500 GAL MIN) - USE 1500 GALLON H-20 SEPTIC TANK USE Cl LAYER CLASS 1 SOILS FOR LEACHING <5 MPI = 0.74 GPM/SF LTAR LEACHING: 330 GPD/0.74 GPD/SF =446 SF LEACHING AREA REQUIRED. USE (1) 74' X 4' WIDE X TEFF. DEPTH LEACHING TRENCH BOTTOM CAPACITY = 74' X 4' = 296 SF X 0.74 = 219 GPD SIDEWALL = 2(74.0'+4.0') X 1.0'= 155 SF X 0.74 = 115 GPD 452 SF 334 GPD >330 O.K. CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE ENGINEER: RICK JUO (1-88B-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR ELEV. , DEPTH EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS, 19.92 2. 0.0 SEINE Q� POND 2a FILL 0 AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD 6. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED, M6.03.0 SEED. 7„ SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. A/E L.S. LOCUS Q ALL SEPTIC WORK" AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. BENCH MARK - NAIL SET IN PAVEMENT. EL. = 20.1 (ASSMD} (APPROX 8.3' ABOVE NGVD29) 20.23 / 1892 16.92 70YR 5 1 12" 36" COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT B- LOAMY MED. SAND 10YR 5/6 Cl LOAMY MED. SAND en 15.92 2,5Y 5/4 48" - PERT 2 MIN, '�IN BOTT AT 46 n¢j EXISTING (� CURB CUT 20 C2- MED. SAND TO REMAIN - 7A 2.5Y 6/4 ADJ. GROUNDWATER EL 12.68 GROUNDWATER EL.10.58 (112") t� -1 a_ 20 SP 3g�\ 8.9222" ~� 0.13 � i ,,,,� BOTTOM USGS HIGH GROUNDWATER EST P�� 0 .'lY,0314 „ r,✓-, \ _ INDICATOR WELL: MIW29 2G 7: ✓ ... ..........ZONE: ZONE A �5 �O.dh ADJ. FACTOR: 2.1 n \0 20.'•3 DATE: 4/02 0 0.33 g2a�4 F 9.. A /-.r ASSESSORS MAP 33 PARCEL 75 ADDRESS: #797 ROUTE 28, SO, YARMOUTH, MA TITLE REFERENCE: DB 9515 PG 191 OWNER ELIZABETH CLEMENTS APPLICANT: MARIE CARON FEMA FLOOD ZONE: B (Al2 EL. 10 TO SOUTH OF LOT) OROUNDWATER'OVERLAY PROTECTION: N/A I TITLE 5 FLOW: MIXED USE NO GARBAGE DISPOSAL ALLOWED APARTMENT (1) BEDROOM (110 GPD/BEDROOM) 110 CPD DESIGN FLOW 841 SF OFFICE (75 GPD/1000 SF) = 63 GPD - 1 SERVICE BAY (125 GPD/BAY) - 125 CPD USE 330 GPD DESIGN FLOW 298 GPD SEPTIC TANK' 330 GPD (2007) - 660 GALLON REO (1500 GAL MIN) - USE 1500 GALLON H-20 SEPTIC TANK USE Cl LAYER CLASS 1 SOILS FOR LEACHING <5 MPI = 0.74 GPM/SF LTAR LEACHING: 330 GPD/0.74 GPD/SF =446 SF LEACHING AREA REQUIRED. USE (1) 74' X 4' WIDE X TEFF. DEPTH LEACHING TRENCH BOTTOM CAPACITY = 74' X 4' = 296 SF X 0.74 = 219 GPD SIDEWALL = 2(74.0'+4.0') X 1.0'= 155 SF X 0.74 = 115 GPD 452 SF 334 GPD >330 O.K. Fao� y�PxlSTlnu ASSESSORS MAP 33 PARCEL 75, 0.49 ACRES �?? \- TEST HULL LUG aa4'.fs�"qp /AOa6 . .GRAVEL \. V %S0 / + 94 / / N�2 'PARKING�\ WIDE` SQUARE JP EXISTING SPACE \ VAN ACCESSIBLE FOR 16' WIDE S lE aC C HANDICAPPED SPACE / 1 00 01 Z py -;TO Pyo - '\ _ /PROVIDE HCP SIGNAGE TO CODE. L ]7. .tn ! COMPACTED T A ,P SURFACE TO BE CO CED 0 HC S <� -�- P � � HARD DURABLE SUBAGE WITH DENSE n \ + PP `'�3 P�:- 4" � �; �U,\ �� lo 1 GRADEc CRUSHED STONE f� O '0.1', 0 ? 44' EXIAITING BUIL 1.119. a\ T.O. L. bU9ND. .,:. 4afi�Sf ,: IPPTIC :RES€RVI I a\ ::: 9679 N , ' NEW FS 'Ria. \ \ GRAVEL 20100 \PARKIN DEMO bb \. 1 `p 9 h d3` L GARAGE/ \5 \ t PROPOSED 7 � f j EDGE OF 9.6T GRAVEL'. a \ 1 \ w�q. \ ACCESS 19.82 PROPOSED '>a4 '! . qy' \ �\ �: DRIVE 1500 GAL H-20 SEPTIC TANK \N .-�� \ A. 1975. 0.92 A. \U` ."� \ f i \ \ \ 39 31 O _: 1 / RL 5 UNSUITABLE -SOILREMOVAL V 1 n \ +20.03 LIMIT PROPOSEDv -. BUILDING � \\ }\ FL 1 V.- SLAB EL. 21.1 1. .9.a TOP FOUND. 21.6 PROPOSED , 1 \ \, 3600 SF SOIL ABSORBTION 1 \( SYSTEM: 4' X 74' 1\ -4 7 "} X 1.0' EFF. DEPTH LEACHING TRENCH WITH VENT, +19.4p,GY. INSP!:CTION PORI' 9- 76 .LON PROPOSED GRAVEL PARKING 4 AREA D� -E{.-19.4 / �B TEA RUN VENT UP SIDE 21,561± �F �-' 79 01` BUILDING 0.4,x$ Ad,R .L7 4-5' HIGH DENSLY PLANTED EVERGREEN HEDGE ALONG FENCE CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE (1-88B-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR , - EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS, sr 2. 0 SEINE Q� POND 2a 0 AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD 6. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED, M6.03.0 SEED. SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. 7, LOCUS Q ALL SEPTIC WORK" AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. t AND YARMOUTH HEALTH REGULATIONS. 8. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT F INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED 3. } VERTICAL DATUM IS ASSUMED. .MUNICIPAL WATER IS AVAILABLE. FROM BOARD OF HEALTH. 4. DESIGN LOADING FOR ALL PRECAST UNITS LOCUS =Alii. VARIANCE FROM BOH REGULATION: TOP FOUNDATION<2' ABOVE HI PT. RD (1.37' PROVIDED) TO BE AASHTO-H70 UNLESS NOTED, 10. Fao� y�PxlSTlnu ASSESSORS MAP 33 PARCEL 75, 0.49 ACRES �?? \- TEST HULL LUG aa4'.fs�"qp /AOa6 . .GRAVEL \. V %S0 / + 94 / / N�2 'PARKING�\ WIDE` SQUARE JP EXISTING SPACE \ VAN ACCESSIBLE FOR 16' WIDE S lE aC C HANDICAPPED SPACE / 1 00 01 Z py -;TO Pyo - '\ _ /PROVIDE HCP SIGNAGE TO CODE. L ]7. .tn ! COMPACTED T A ,P SURFACE TO BE CO CED 0 HC S <� -�- P � � HARD DURABLE SUBAGE WITH DENSE n \ + PP `'�3 P�:- 4" � �; �U,\ �� lo 1 GRADEc CRUSHED STONE f� O '0.1', 0 ? 44' EXIAITING BUIL 1.119. a\ T.O. L. bU9ND. .,:. 4afi�Sf ,: IPPTIC :RES€RVI I a\ ::: 9679 N , ' NEW FS 'Ria. \ \ GRAVEL 20100 \PARKIN DEMO bb \. 1 `p 9 h d3` L GARAGE/ \5 \ t PROPOSED 7 � f j EDGE OF 9.6T GRAVEL'. a \ 1 \ w�q. \ ACCESS 19.82 PROPOSED '>a4 '! . qy' \ �\ �: DRIVE 1500 GAL H-20 SEPTIC TANK \N .-�� \ A. 1975. 0.92 A. \U` ."� \ f i \ \ \ 39 31 O _: 1 / RL 5 UNSUITABLE -SOILREMOVAL V 1 n \ +20.03 LIMIT PROPOSEDv -. BUILDING � \\ }\ FL 1 V.- SLAB EL. 21.1 1. .9.a TOP FOUND. 21.6 PROPOSED , 1 \ \, 3600 SF SOIL ABSORBTION 1 \( SYSTEM: 4' X 74' 1\ -4 7 "} X 1.0' EFF. DEPTH LEACHING TRENCH WITH VENT, +19.4p,GY. INSP!:CTION PORI' 9- 76 .LON PROPOSED GRAVEL PARKING 4 AREA D� -E{.-19.4 / �B TEA RUN VENT UP SIDE 21,561± �F �-' 79 01` BUILDING 0.4,x$ Ad,R .L7 4-5' HIGH DENSLY PLANTED EVERGREEN HEDGE ALONG FENCE I TURB D AREAS NOT GRAVELLED 6" LOAM AND SEED ALL D S E EA 'i EROSION CONTROL NETTING ON ALL SLOPES >10% B PVC VENT 1 V 21 1 CONCRETE COVER TO WITHIN UP SIDE OF ' H-20 CONC. COVERS TO 6" OF GRADE 2" PEASTONE & BUILDING -..-TOP --FOUND-EI-2 1- - .. _.._ ___... _..----- - ___.---------.----- �---'- ---_--- FILTER FABRIC ----PROVIDE _. BLOCK UP D -BOX, 24"I.D. RISER OVER STONE INSECT SCREEN .o TO 4" OF GRADE, MORTAR ALL COMPONENTS IN ;PECTION PORT MANHOLE COVER 24" DIA, H-20 PRECAST H-10 _ ISERS-(TP:)-_. __.__ __.-__.. _____--_-_..__._ -___ -MORTAR ALL COMPOE�EN 2'0 IF REQ. 9" MIq. COVER0 - - RECAST DONUT 2 OVER TRENL t 9.55 ,: :" •-' I I- THICK 4000 PSI CnNC,. WCWWr_ .. -------------_--._ .----------`- _. 18"0 OBSERVATION HOLE IN R 19.65�`.�,�..a^.°s-r•-,..�,;.x� • 19.50 10" 14"- ..1500 GAL H-20_TEE__ _ -_.---------- - - --'EEE-----._-_ SEPTIC TANK 0 0 0 o O o 15' AT 17 000000000000000 19.05 4' LTO. LEVEL 0 0 0 0 0 i 4"05CH40 PJC GAS BAFFLE 3' AT t% 19.05 17.68 1918 INVERT 11868 17.68 _- ACME OR EQUAL _ 4'05CH40_PVC ____-------- 19,22/ 19.2 PIPE IEVEI 1ST 2' I ------ - fi -GRAVEL-& -MECH --- -_ON__12'_COMPACTED_GRAVEL__ _ ..____._ COMPACTION (TYP.) ACME D85 H-20 OR EQUAL 6"MIN, SUMP 3/4"-1-1/2" DOUBLE WASHED STONE TO 4' WIDE X 74' LONG X 1.0' MINS FF DEPTH S SEPTIC' PRC3FILE ZONING DISTRICT: B-2, NOT IN APDNOT TO SCALE I MIN. LOT AREA: 20,000 SF (21.561 SF PROVIDED) 2"DOUBLE WASHED PEASTONE MIN LOT FRONTAGE: 125' (100.77' PROVIDED) OVER TOP OF PIPE WITH 12.68 ADJUSTED GROUDWATER ELEV. MIN FRONT YARD: 30' (109' PROVIDED) MIRAFI 140N FILTER FABRIC OVER PEASTONE - SIDE YARD SETBACK: 25' (10.7' TO REMAIN, 26' ON PROPOSED BLDG.) 4"SCH40 PVC AT 0.57 REAR YARD SETBACK: 20' (20.9' PROVIDED) TITLE 5 ORIFICES MAX. BUILDING COVERAGE: 25% - (4.441 SF 20.67 PROPOSED) VENT WITH SOLID SCH40 MAX. BUILDING & PAVEMENT COVERAGE: 707. (11,596 SF = 53.8% PROPOSED) MAX. BUILDING HEIGHT: 35' (20'1 PROPOSED) d w v EXISTING USE: RESIDENTIAL APARTMENT, RETAIL Pf;OF'OSED USE: RESIDENTIAL AFAR -MEN[, AUTO TOWING OPERATION (H, L5j TOWING OPERATION INCLUDES MINOR AUTOMOTIVE REPAIR WORK (STARTERS, BATTERIES E`2,) \ .0 AND SHORT TERM STORAGE OF MOTOR VEHICLES. THE OFFICE FOR THE TOWING OPEPAlON ' WILL OCCUPY THE FIRST FLOOR OF THE FRONT BUILDING. ACCESSORY AUTO SALES PPOI'OSED. PRIMARY 3/4" 1.5" DOUBLE WASHED STONE LEACHM ; TRENCH cgs THE EXISTING APARTMENT IS ON SECOND FLOOR OF FRONT BUILDING AND WILL REMAIN. TRENCH - F THE PROPOSED REAR BUILDING WILL CONSIST OF A 30' X 40' HEATED AFEA WITH A SINGLE �+-�p� �';aq &&��q C SSS LIFT AND A SMALL BATHROOM. THE REMAINDER OF THE PROPOSED BUILDING WILL BE SEP DTIC TRENCH C1 `O )SS SECTI O'4, F ' AVAILABLE FOR TRUCK STORAGE AND PARKING. V1.� {� SECTION1 ' Ex STING TREES OF AT LEAST 4" CALIPER THAT EXIST IN BUFFER ZONES SHALL DE 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" PEASTONE OVER HEAVY DUTY H-20 COVER 8" DENSE GRADED CRUSHED STONE NOTE: ZONING RELIEF REQUESTED FOR GRAVEL PARKING SURFACE LABELED "DRAIN" F&C COMPACT IN 2 LIFTS WITH 70 TON VIB. ROLLER 7107 SF OF GRAVEL IS PROPOSED INCLUDING 2440 SF OF DRILL (2) 1-0 HOLES IN COVER 8" H-20 F&G'S EL. LISTED EXISTING GRAVEL SURFACE PREVIOUSLY PERMITTED. COMPACT BACKFILL IN 6" 2'X 2' GRATE (TYP.) (ONLY 2440 SF OF PREVIOUSLY PERMITTED 4600 SF WAS LIFTS (TP. ALL DRAINAGE) CONSTRUCTED) MIRAFI 140N FABRIC OVER H-20 3" MIN. PEASTONE PRECAST RISERS AS REO. SLADS DN 112 OR E12�O HDPRI 0. DHOLES 0 ICK ADJUSTING COURSE - SET LEVEL INV. 16. - �nP PROPOSED 2.0' ( P.) _ i' 4"S H40FA7G Ai 2- IN H-20 Rom _ VV FOF-DOAINCDFRPS IPE12OHPWNTREE 6'0X4' SHOREY PROPOSED 3"CALIPER LP H-20 OR EQUAL 600 GALLON RECAST PARKING/BUFFER TREE -- "'--"- --"" - _--� - ',. ------ - H-20 CATCH BASIN LEACHING TRENCH BETWEEN 4' MIN AROUND PIT STRUCTURES, SEE CROSS SECTION EL. 14,6SECTIONAL PLATE '------- MIRAfI 140N FART?IC OVER b 6'0X5' SHOREY SOLID 3' PFhS70NE OVERLAP b' ECTI O s e �q�•H R U y= RAI NAG BASIN H-20 OR EQUAL I1 C; (V f� i 1 i 16,/1 8 K4m•/• 12"0 LOTTED H-20 �, OORRi1C,hTFri HOPE PIPe. ADS P1 12 OR EQUAL V' REINFORCED NEW BLACK RUBBER 75" t DOUDLE - - Q HOSE (172• ID) WA ;HrD STONE DOUBLE STRAND 12 CA 3 -- GALV ANNEALED TWISTED WF?E TREE WRAP. IAP ENDS DOWN _ \\ 1J DO NOT STAPLE L� 3, \l\ AROUND TRE 1 SPACED 1/Y.10' TRENCH CROSS SECTION �N II SPACED V -D FROM TRUNK, NTS I. POSED 3 �4 3 T \\1 11 STAKESDDRWN�AT ANGLE AND DARKOIIINAPPROVED BY HEALTH DEPT. DATE l\ 1t PULLED VERTICAL WIN WIRE \ MIN 4'-0- BURIED i� � 20 O 2D 40 60 Fet 1' 4" \ MIN 3' DEEP SAUCER Et �:.. MIN f®fv 14r SCALE: 1'I = 20' Y DEPTH SHREDDED BARK MULCH _ �yQ REMOVE BURLAP FROM TOP ,;,i `i .6LL Ulm v J.mW�;i`�'v �. HALF OF ROOTBALL off 508-362-4541 s I COMPACTED sue -GRADE fox 508 362-9990V797 Ra 200 SOIL MIX down cape en gin eerin g, Inc. , CIVIL ENGINEI_RS 12"1_ 12" LAND SURVEYORS �R I� A l MIN MIN 939 Main Street - YARMOUTHPORT, MASS. ti TREE PLANTING A, i L SCA ; y :1" = 1 BATE: 5/31/8L DATE CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE (1-88B-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 6. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED, M6.03.0 SEED. SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. 7, ALL SEPTIC PIPING 4"0 SCH-40 PVC AT 1% MIN, UNLESS NOTED. ALL SEPTIC WORK" AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. AND YARMOUTH HEALTH REGULATIONS. 8. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED 3. } VERTICAL DATUM IS ASSUMED. .MUNICIPAL WATER IS AVAILABLE. FROM BOARD OF 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-H70 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 LINE STAKING. 02-080 I TURB D AREAS NOT GRAVELLED 6" LOAM AND SEED ALL D S E EA 'i EROSION CONTROL NETTING ON ALL SLOPES >10% B PVC VENT 1 V 21 1 CONCRETE COVER TO WITHIN UP SIDE OF ' H-20 CONC. COVERS TO 6" OF GRADE 2" PEASTONE & BUILDING -..-TOP --FOUND-EI-2 1- - .. _.._ ___... _..----- - ___.---------.----- �---'- ---_--- FILTER FABRIC ----PROVIDE _. BLOCK UP D -BOX, 24"I.D. RISER OVER STONE INSECT SCREEN .o TO 4" OF GRADE, MORTAR ALL COMPONENTS IN ;PECTION PORT MANHOLE COVER 24" DIA, H-20 PRECAST H-10 _ ISERS-(TP:)-_. __.__ __.-__.. _____--_-_..__._ -___ -MORTAR ALL COMPOE�EN 2'0 IF REQ. 9" MIq. COVER0 - - RECAST DONUT 2 OVER TRENL t 9.55 ,: :" •-' I I- THICK 4000 PSI CnNC,. WCWWr_ .. -------------_--._ .----------`- _. 18"0 OBSERVATION HOLE IN R 19.65�`.�,�..a^.°s-r•-,..�,;.x� • 19.50 10" 14"- ..1500 GAL H-20_TEE__ _ -_.---------- - - --'EEE-----._-_ SEPTIC TANK 0 0 0 o O o 15' AT 17 000000000000000 19.05 4' LTO. LEVEL 0 0 0 0 0 i 4"05CH40 PJC GAS BAFFLE 3' AT t% 19.05 17.68 1918 INVERT 11868 17.68 _- ACME OR EQUAL _ 4'05CH40_PVC ____-------- 19,22/ 19.2 PIPE IEVEI 1ST 2' I ------ - fi -GRAVEL-& -MECH --- -_ON__12'_COMPACTED_GRAVEL__ _ ..____._ COMPACTION (TYP.) ACME D85 H-20 OR EQUAL 6"MIN, SUMP 3/4"-1-1/2" DOUBLE WASHED STONE TO 4' WIDE X 74' LONG X 1.0' MINS FF DEPTH S SEPTIC' PRC3FILE ZONING DISTRICT: B-2, NOT IN APDNOT TO SCALE I MIN. LOT AREA: 20,000 SF (21.561 SF PROVIDED) 2"DOUBLE WASHED PEASTONE MIN LOT FRONTAGE: 125' (100.77' PROVIDED) OVER TOP OF PIPE WITH 12.68 ADJUSTED GROUDWATER ELEV. MIN FRONT YARD: 30' (109' PROVIDED) MIRAFI 140N FILTER FABRIC OVER PEASTONE - SIDE YARD SETBACK: 25' (10.7' TO REMAIN, 26' ON PROPOSED BLDG.) 4"SCH40 PVC AT 0.57 REAR YARD SETBACK: 20' (20.9' PROVIDED) TITLE 5 ORIFICES MAX. BUILDING COVERAGE: 25% - (4.441 SF 20.67 PROPOSED) VENT WITH SOLID SCH40 MAX. BUILDING & PAVEMENT COVERAGE: 707. (11,596 SF = 53.8% PROPOSED) MAX. BUILDING HEIGHT: 35' (20'1 PROPOSED) d w v EXISTING USE: RESIDENTIAL APARTMENT, RETAIL Pf;OF'OSED USE: RESIDENTIAL AFAR -MEN[, AUTO TOWING OPERATION (H, L5j TOWING OPERATION INCLUDES MINOR AUTOMOTIVE REPAIR WORK (STARTERS, BATTERIES E`2,) \ .0 AND SHORT TERM STORAGE OF MOTOR VEHICLES. THE OFFICE FOR THE TOWING OPEPAlON ' WILL OCCUPY THE FIRST FLOOR OF THE FRONT BUILDING. ACCESSORY AUTO SALES PPOI'OSED. PRIMARY 3/4" 1.5" DOUBLE WASHED STONE LEACHM ; TRENCH cgs THE EXISTING APARTMENT IS ON SECOND FLOOR OF FRONT BUILDING AND WILL REMAIN. TRENCH - F THE PROPOSED REAR BUILDING WILL CONSIST OF A 30' X 40' HEATED AFEA WITH A SINGLE �+-�p� �';aq &&��q C SSS LIFT AND A SMALL BATHROOM. THE REMAINDER OF THE PROPOSED BUILDING WILL BE SEP DTIC TRENCH C1 `O )SS SECTI O'4, F ' AVAILABLE FOR TRUCK STORAGE AND PARKING. V1.� {� SECTION1 ' Ex STING TREES OF AT LEAST 4" CALIPER THAT EXIST IN BUFFER ZONES SHALL DE 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" PEASTONE OVER HEAVY DUTY H-20 COVER 8" DENSE GRADED CRUSHED STONE NOTE: ZONING RELIEF REQUESTED FOR GRAVEL PARKING SURFACE LABELED "DRAIN" F&C COMPACT IN 2 LIFTS WITH 70 TON VIB. ROLLER 7107 SF OF GRAVEL IS PROPOSED INCLUDING 2440 SF OF DRILL (2) 1-0 HOLES IN COVER 8" H-20 F&G'S EL. LISTED EXISTING GRAVEL SURFACE PREVIOUSLY PERMITTED. COMPACT BACKFILL IN 6" 2'X 2' GRATE (TYP.) (ONLY 2440 SF OF PREVIOUSLY PERMITTED 4600 SF WAS LIFTS (TP. ALL DRAINAGE) CONSTRUCTED) MIRAFI 140N FABRIC OVER H-20 3" MIN. PEASTONE PRECAST RISERS AS REO. SLADS DN 112 OR E12�O HDPRI 0. DHOLES 0 ICK ADJUSTING COURSE - SET LEVEL INV. 16. - �nP PROPOSED 2.0' ( P.) _ i' 4"S H40FA7G Ai 2- IN H-20 Rom _ VV FOF-DOAINCDFRPS IPE12OHPWNTREE 6'0X4' SHOREY PROPOSED 3"CALIPER LP H-20 OR EQUAL 600 GALLON RECAST PARKING/BUFFER TREE -- "'--"- --"" - _--� - ',. ------ - H-20 CATCH BASIN LEACHING TRENCH BETWEEN 4' MIN AROUND PIT STRUCTURES, SEE CROSS SECTION EL. 14,6SECTIONAL PLATE '------- MIRAfI 140N FART?IC OVER b 6'0X5' SHOREY SOLID 3' PFhS70NE OVERLAP b' ECTI O s e �q�•H R U y= RAI NAG BASIN H-20 OR EQUAL I1 C; (V f� i 1 i 16,/1 8 K4m•/• 12"0 LOTTED H-20 �, OORRi1C,hTFri HOPE PIPe. ADS P1 12 OR EQUAL V' REINFORCED NEW BLACK RUBBER 75" t DOUDLE - - Q HOSE (172• ID) WA ;HrD STONE DOUBLE STRAND 12 CA 3 -- GALV ANNEALED TWISTED WF?E TREE WRAP. IAP ENDS DOWN _ \\ 1J DO NOT STAPLE L� 3, \l\ AROUND TRE 1 SPACED 1/Y.10' TRENCH CROSS SECTION �N II SPACED V -D FROM TRUNK, NTS I. POSED 3 �4 3 T \\1 11 STAKESDDRWN�AT ANGLE AND DARKOIIINAPPROVED BY HEALTH DEPT. DATE l\ 1t PULLED VERTICAL WIN WIRE \ MIN 4'-0- BURIED i� � 20 O 2D 40 60 Fet 1' 4" \ MIN 3' DEEP SAUCER Et �:.. MIN f®fv 14r SCALE: 1'I = 20' Y DEPTH SHREDDED BARK MULCH _ �yQ REMOVE BURLAP FROM TOP ,;,i `i .6LL Ulm v J.mW�;i`�'v �. HALF OF ROOTBALL off 508-362-4541 s I COMPACTED sue -GRADE fox 508 362-9990V797 Ra 200 SOIL MIX down cape en gin eerin g, Inc. , CIVIL ENGINEI_RS 12"1_ 12" LAND SURVEYORS �R I� A l MIN MIN 939 Main Street - YARMOUTHPORT, MASS. ti TREE PLANTING A, i L SCA ; y :1" = 1 BATE: 5/31/8L DATE