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Home My WebLink About229 Route 6A - Site Plan 2t . x � x 1240 RT 6A MAP 122*PCL 60 V ADDRESS: 229 ROUTE 6A, YARMOUTHPORT, MA. 02675 #232 RT. 6A ASSESSORS MAP 122 PARCEL 91 MAP 122 PCL 53 DB 74488 PG 82 PLAN REF. PB. 247 P.41 ZONING DISTRICT: R-40 RESIDENTIAL 40,000 R-40- AREA = 40,000 S.F., FRONTAGE L 150' SETBACKS; 30' FRONT, 20' SIDE, 20' REAR MAX BUILDING COVERAGE 257 2 1/2 STORIES MAP 122 PCL 52 DB 14789 PG 1 FLOOD ZONE: C #226 RT. 6A v` YARMOUTH COMMUNITY PANEL 250015 0001 D REVISED JULY 2, 1992. 000.0 NOTE: ABUTTING BUILDINGS, FENCES, TOPOGRAPHY AND ABUTTING LO UNE INFORMATION FROM TOWN G.I.S. MAP INFORMATION AND IS APPROXIMATE. LOT LINE INFORMATION FROM PLAN BOOK 247 PAGE 41 WETLAND DELINEATION NOT MARKED WITH TRIANGLES IS APPROXIMATE GENERAL NOTES: 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 G.I.S. DATA 4. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H2O UNLESS NOTED. 6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO BE USED FOR PROPERTY LINE STAKING. 7. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. 8. ALL SEPTIC PIPING 4' SCH40 UNLESS NOTED. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT' _ INSPECTION BY ENGINEERING AND PERMISSION OBTAINED. ` Al PARKING CALCULATIONS: 615 SF (1/200) = 4 SPACES REQUIRED. (4) SPACES PROVIDED. SEPTIC FLOW: NEW 645 SF OFFICE (75/1000 = 46 GPD 2333 SF POST OFFICE (75/10003 = 175 GPD 221 GPD FLOW EXISTING TITLE 5 SYSTEM DESIGN CAPACITY - 252.4 GPD- O.K. UTILIZE PORTION OF EXISTING 77.4 GPD SURPLUS IN EXISTING TITLE 5 SYSTEM ON OWNERS CAMPUS PER 15.352 THE INCREASE IN FLOW IS WITHIN EXISTING APPROVED CAPACITY. REF. 8/24/94 SITE PLAN BYKDOWN CAPE ENGINEERING SEPTIC TANK: 46 GPD (X2) = 92 GPD- USE 1500 GAL (MIN. ALLOWABLE) H-20 SEPTIC TANK PUMP CHAMBER: - COMMERCIAL- DUPLEX PUMPS REQUIRED- USE 1000 GAL H-20 P/C RESERVE CAPACITY 170 GAL > 46 O.K. SITE PLAN SHOWING RELOCATED COBBLER SHOP IN YARMOUTH PORT, MA. PREPARED FOR: HISTORICAL SOCIETY OF OLD YARMOUTH P.O. BOX 11 YARMOUTH PORT, MA. 02675 DATE: 8-27-04 SCALE: 1"=30' REVISED: 10-13-04 (SILT FENCE) REVISED: 10-27-04 (ROTATE BLDG) REVISED: 2-2-05 (REV. BLDG, HCP RAMP) 30 0 30 60 90 01-344 s €I oA�>ra OJALA OLD YARMOUTH INN #223 RT. 6A MAP 122 PCL 92 DB 11915 PG 134 Z�2/O5� K o 252 CAP YS o cies 0 P`' O °\ �`�.� v" \ AIAP 122 PCL 91.1 \\ \ III QOSM1ysFs \ \ , \ lA1F' i \�$ •'\ \ c i 6 " Op / m D -Box ' R P CE �0 HNEW D -9 j. 1 µ xc Ou. M'OAC \o N INTERNAL LOT LINE WETLAND °o IL N PAD IL 1 � � •\ -a0 �\ `\•� 1c ; BENCH RK: MAG NAIL ,L v SET IN PAVEMENT Nl_ \ •\\ \\\c\ \,, ELEV. 23.8 (NGVD DATUM MAP 122 PCL 122 ASSUMED FROM G.I.S.) ,\ \ ` ` 56.81 AC.t �\ \ \, , ' \o E%I C N'\ 1500 GAL /T BGism. - 10 ,L j �✓ '\ `1 '\ H-20 sol H-20 / I \✓ - '\ . 3�\ 1000 GAL P JE (TYP.) WETLAND •\ 2 N. jE v,_ QQG / DELINEATION \ ox 1994 B.HALL \ /.,` S\�S \'✓._ _ T/ PROPOSED / LOBAION SHO>Y_/ K / TOP FOUND _ 20 ELEV. 25.0 FFLR. 26.0 `/ -_� / / PAVED DRIVE L / EX15¶ \ HCP RMP 1:12 MX. � 4' BE. RAILS / �c TUFTS \ GATE »>�w,o HOUSE - - WETLAND \, EXISTING LOCATION COBBLER SHOP 1 SITE PLAN SCALE: 1"=30' 30 0 30 60 90 ryv. A% 1 A.BUTTINC HOUSE 'LOCATION APPROX. FROM TOWN.. G.I.S. DATA (TYP•) I / N ^, m / / I �46 x f I xl1� 52 I I -�54 I j f I I x I l I l off 508-362-4541 fax 508 362-9880 down cope engineering, inc. CIVIL ENGINEERS LAND SURVEYORS 939 Main Street — YARMOUTHPORT, MASS. v ROUTE 6A s C) 7!y LOCUS NE LAA' f In q� LOCUS MAP SCALE 1" = 2000' t . x � x 1240 RT 6A MAP 122*PCL 60 V ADDRESS: 229 ROUTE 6A, YARMOUTHPORT, MA. 02675 #232 RT. 6A ASSESSORS MAP 122 PARCEL 91 MAP 122 PCL 53 DB 74488 PG 82 PLAN REF. PB. 247 P.41 ZONING DISTRICT: R-40 RESIDENTIAL 40,000 R-40- AREA = 40,000 S.F., FRONTAGE L 150' SETBACKS; 30' FRONT, 20' SIDE, 20' REAR MAX BUILDING COVERAGE 257 2 1/2 STORIES MAP 122 PCL 52 DB 14789 PG 1 FLOOD ZONE: C #226 RT. 6A v` YARMOUTH COMMUNITY PANEL 250015 0001 D REVISED JULY 2, 1992. 000.0 NOTE: ABUTTING BUILDINGS, FENCES, TOPOGRAPHY AND ABUTTING LO UNE INFORMATION FROM TOWN G.I.S. MAP INFORMATION AND IS APPROXIMATE. LOT LINE INFORMATION FROM PLAN BOOK 247 PAGE 41 WETLAND DELINEATION NOT MARKED WITH TRIANGLES IS APPROXIMATE GENERAL NOTES: 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 G.I.S. DATA 4. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H2O UNLESS NOTED. 6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO BE USED FOR PROPERTY LINE STAKING. 7. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. 8. ALL SEPTIC PIPING 4' SCH40 UNLESS NOTED. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT' _ INSPECTION BY ENGINEERING AND PERMISSION OBTAINED. ` Al PARKING CALCULATIONS: 615 SF (1/200) = 4 SPACES REQUIRED. (4) SPACES PROVIDED. SEPTIC FLOW: NEW 645 SF OFFICE (75/1000 = 46 GPD 2333 SF POST OFFICE (75/10003 = 175 GPD 221 GPD FLOW EXISTING TITLE 5 SYSTEM DESIGN CAPACITY - 252.4 GPD- O.K. UTILIZE PORTION OF EXISTING 77.4 GPD SURPLUS IN EXISTING TITLE 5 SYSTEM ON OWNERS CAMPUS PER 15.352 THE INCREASE IN FLOW IS WITHIN EXISTING APPROVED CAPACITY. REF. 8/24/94 SITE PLAN BYKDOWN CAPE ENGINEERING SEPTIC TANK: 46 GPD (X2) = 92 GPD- USE 1500 GAL (MIN. ALLOWABLE) H-20 SEPTIC TANK PUMP CHAMBER: - COMMERCIAL- DUPLEX PUMPS REQUIRED- USE 1000 GAL H-20 P/C RESERVE CAPACITY 170 GAL > 46 O.K. SITE PLAN SHOWING RELOCATED COBBLER SHOP IN YARMOUTH PORT, MA. PREPARED FOR: HISTORICAL SOCIETY OF OLD YARMOUTH P.O. BOX 11 YARMOUTH PORT, MA. 02675 DATE: 8-27-04 SCALE: 1"=30' REVISED: 10-13-04 (SILT FENCE) REVISED: 10-27-04 (ROTATE BLDG) REVISED: 2-2-05 (REV. BLDG, HCP RAMP) 30 0 30 60 90 01-344 s €I oA�>ra OJALA OLD YARMOUTH INN #223 RT. 6A MAP 122 PCL 92 DB 11915 PG 134 Z�2/O5� K o 252 CAP YS o cies 0 P`' O °\ �`�.� v" \ AIAP 122 PCL 91.1 \\ \ III QOSM1ysFs \ \ , \ lA1F' i \�$ •'\ \ c i 6 " Op / m D -Box ' R P CE �0 HNEW D -9 j. 1 µ xc Ou. M'OAC \o N INTERNAL LOT LINE WETLAND °o IL N PAD IL 1 � � •\ -a0 �\ `\•� 1c ; BENCH RK: MAG NAIL ,L v SET IN PAVEMENT Nl_ \ •\\ \\\c\ \,, ELEV. 23.8 (NGVD DATUM MAP 122 PCL 122 ASSUMED FROM G.I.S.) ,\ \ ` ` 56.81 AC.t �\ \ \, , ' \o E%I C N'\ 1500 GAL /T BGism. - 10 ,L j �✓ '\ `1 '\ H-20 sol H-20 / I \✓ - '\ . 3�\ 1000 GAL P JE (TYP.) WETLAND •\ 2 N. jE v,_ QQG / DELINEATION \ ox 1994 B.HALL \ /.,` S\�S \'✓._ _ T/ PROPOSED / LOBAION SHO>Y_/ K / TOP FOUND _ 20 ELEV. 25.0 FFLR. 26.0 `/ -_� / / PAVED DRIVE L / EX15¶ \ HCP RMP 1:12 MX. � 4' BE. RAILS / �c TUFTS \ GATE »>�w,o HOUSE - - WETLAND \, EXISTING LOCATION COBBLER SHOP 1 SITE PLAN SCALE: 1"=30' 30 0 30 60 90 ryv. A% 1 A.BUTTINC HOUSE 'LOCATION APPROX. FROM TOWN.. G.I.S. DATA (TYP•) I / N ^, m / / I �46 x f I xl1� 52 I I -�54 I j f I I x I l I l off 508-362-4541 fax 508 362-9880 down cope engineering, inc. CIVIL ENGINEERS LAND SURVEYORS 939 Main Street — YARMOUTHPORT, MASS.