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Home My WebLink About83-1696aW NZ wo U ¢O � a C O V¢9Y LNL iNF QV¢Z r N v1N �m �?f USO' NOZNV S _a n mo iOL'Oy 3¢o 5i ) ¢ O ONS >.O O iq¢CL_N >0 FZ¢ O 4�1 �O=JLLN�WOFOZ O3p JOU ¢ O o NmXELmNOL3L ,0iz ¢�U��NyEUm OO�LLpmOOi'QNONmN �... V ADDRESS: 229 ROUTE 6A, YARMOUTHPORT, MA. 02675 ASSESSORS MAP 122 PARCEL 91 PLAN REF. PB. 247 P.41 ZONING DISTRICT: R-40 RESIDENTIAL 40,000 R-40- AREA = 40,000 S.F., FRONTAGE = 150' SETBACKS; 30' FRONT, 20' SIDE, 20' REAR MAX BUILDING COVERAGE 25% 2 1/2 STORIES FLOOD ZONE: C YARMOUTH COMMUNITY PANEL 250015 0001 D REVISED JULY 2, 1992. NOTE: ABUTTING BUILDINGS, FENCES, TOPOGRAPHY AND ABUTTING LOT LINE 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-H20 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. PARKING CALCULATIONS: 615 SF (1/200) = 4 SPACES REQUIRED. (4) SPACES PROVIDED. SEPTIC FLO 2333WS61 P5 OCE OST OFFlCE (75%1000; - 175 GPD 221 GPD FLOW EXISTING TITLE 5 SYSTEM DESIGN CAPACITY = 252.4 GPD- D.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. (221.1 GPD < 252.4 GPD O.K.) REF. 8/24/94 SITE PLAN BY DOWN 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) 30 0 30 60 90 01-344 n a N 0 0 0 CO z 5 a DANIEL pJALA m a � v t �1 #240 RT 6A .!" MAP 122 PCL 60 a aIL 0 � Ynt4 #232 RT. 6A a cxem+6 O MAP 122 PCL 53 -st `a + t• or E OB 14488 PG 82 J` \252. GPD TM3 APA ITY i o SYS o '71 \ j 00 "S PF�g OE �M1 MAP 122 PCL 52 O #27.0\�ea0 e,\3 1 DB 14789 PG 19 '\� Y'all #226 RT. 6A !`� / _ .•4�c \ 7.13 \ MAP 122 PCL 91.1 n`i I O AN \? .27.49 4�U -q�; 3'. 27`s.D tgep55si ` n.c. \ s " 0t w 6.19 S(5. .` `� \S PG \.oQ ,` 4.71 1 -26.00 '� OLD YARMOUTH INN #223 RT. 6A MAP 122 PCL 92 DB 11915 PG 134 EXISTING LOCATION COBBLER SHOP \J_ 0 5p' / \ (JINTERNAL WETLAND LOT LINE IL 4,25.1 24.74 0 �` ��.\,��{-25.6\ / ' 1 23.40 / 1 'OD\\ \Y IL�\ 25.19'° ; SET IN PAVEMENT ENCHOARK- MAG NAIL 4.3 i \�- ELEV. 23.8 (NGVD DATUM _ 9 0 ,n 4 IR5.47 ASSUMED OM G.I.S.) ` +24.9 n \ti ">< MAP 122 PCL 122 \ -` `={25.35+24.99\�\ i 56.81 AC.f } 1500 GAL /T eGisw - 10 I IL��- ' H-20 �*45` H-20 .� \✓ 1000 GAL P LOT LINE (TYP.) ',24. � z 8 1A WETLAND 2 .39 DELINEATION i(-13.61 394 } 1994 B.HALL°/I- SQL \✓ Q / 3.22 2 \_\ O PROPOSED Q•� / \+23. �1/, / CO BLON SHO -i-2 �` /�X1S KGRA ING J'" _22.41 TOP FOUND. TM,�a•?. P -422. ./ 20 / ELEV. 25.0 2 .51 FFLR. 26.0 ApR4' 4• -/ 21 2-21.78 \ y1\ p \ 20 `` 22. V� VNF PAVED DRIVE �1 F P OR lb- �GQ 1.40 NG GL�,RING EX1 HCP RAMP \ .. 1:12 MAY. 4' BET. RAILS / � TUFTS `tib GATE tim HOUSE 1 �✓_ \ i - - WETLAND �✓ �s 3 o f I C) Ir x 0 SITE PLAN SCALE: 1"=30' 30 0 30 60 90 -46 •48 50- 52- I 1�63s-03 ABUTTING HOUSE LOCATION APPROX. FROM TOWN G.I.S. DATA (TYP.) llyoff 508-362-4541 fax 508 362-9880 down cape engineering, in c. Cl VIL ENGINEERS LAND SURVEYORS 939 Main Street - YARMOUTHPORT, MASS. v ROUTE 6A >C) LOCUS d� ^(SNE R9i�RO�U q0 (LOCUS MAP SCALE 1" = 2000' ADDRESS: 229 ROUTE 6A, YARMOUTHPORT, MA. 02675 ASSESSORS MAP 122 PARCEL 91 PLAN REF. PB. 247 P.41 ZONING DISTRICT: R-40 RESIDENTIAL 40,000 R-40- AREA = 40,000 S.F., FRONTAGE = 150' SETBACKS; 30' FRONT, 20' SIDE, 20' REAR MAX BUILDING COVERAGE 25% 2 1/2 STORIES FLOOD ZONE: C YARMOUTH COMMUNITY PANEL 250015 0001 D REVISED JULY 2, 1992. NOTE: ABUTTING BUILDINGS, FENCES, TOPOGRAPHY AND ABUTTING LOT LINE 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-H20 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. PARKING CALCULATIONS: 615 SF (1/200) = 4 SPACES REQUIRED. (4) SPACES PROVIDED. SEPTIC FLO 2333WS61 P5 OCE OST OFFlCE (75%1000; - 175 GPD 221 GPD FLOW EXISTING TITLE 5 SYSTEM DESIGN CAPACITY = 252.4 GPD- D.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. (221.1 GPD < 252.4 GPD O.K.) REF. 8/24/94 SITE PLAN BY DOWN 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) 30 0 30 60 90 01-344 n a N 0 0 0 CO z 5 a DANIEL pJALA m a � v t �1 #240 RT 6A .!" MAP 122 PCL 60 a aIL 0 � Ynt4 #232 RT. 6A a cxem+6 O MAP 122 PCL 53 -st `a + t• or E OB 14488 PG 82 J` \252. GPD TM3 APA ITY i o SYS o '71 \ j 00 "S PF�g OE �M1 MAP 122 PCL 52 O #27.0\�ea0 e,\3 1 DB 14789 PG 19 '\� Y'all #226 RT. 6A !`� / _ .•4�c \ 7.13 \ MAP 122 PCL 91.1 n`i I O AN \? .27.49 4�U -q�; 3'. 27`s.D tgep55si ` n.c. \ s " 0t w 6.19 S(5. .` `� \S PG \.oQ ,` 4.71 1 -26.00 '� OLD YARMOUTH INN #223 RT. 6A MAP 122 PCL 92 DB 11915 PG 134 EXISTING LOCATION COBBLER SHOP \J_ 0 5p' / \ (JINTERNAL WETLAND LOT LINE IL 4,25.1 24.74 0 �` ��.\,��{-25.6\ / ' 1 23.40 / 1 'OD\\ \Y IL�\ 25.19'° ; SET IN PAVEMENT ENCHOARK- MAG NAIL 4.3 i \�- ELEV. 23.8 (NGVD DATUM _ 9 0 ,n 4 IR5.47 ASSUMED OM G.I.S.) ` +24.9 n \ti ">< MAP 122 PCL 122 \ -` `={25.35+24.99\�\ i 56.81 AC.f } 1500 GAL /T eGisw - 10 I IL��- ' H-20 �*45` H-20 .� \✓ 1000 GAL P LOT LINE (TYP.) ',24. � z 8 1A WETLAND 2 .39 DELINEATION i(-13.61 394 } 1994 B.HALL°/I- SQL \✓ Q / 3.22 2 \_\ O PROPOSED Q•� / \+23. �1/, / CO BLON SHO -i-2 �` /�X1S KGRA ING J'" _22.41 TOP FOUND. TM,�a•?. P -422. ./ 20 / ELEV. 25.0 2 .51 FFLR. 26.0 ApR4' 4• -/ 21 2-21.78 \ y1\ p \ 20 `` 22. V� VNF PAVED DRIVE �1 F P OR lb- �GQ 1.40 NG GL�,RING EX1 HCP RAMP \ .. 1:12 MAY. 4' BET. RAILS / � TUFTS `tib GATE tim HOUSE 1 �✓_ \ i - - WETLAND �✓ �s 3 o f I C) Ir x 0 SITE PLAN SCALE: 1"=30' 30 0 30 60 90 -46 •48 50- 52- I 1�63s-03 ABUTTING HOUSE LOCATION APPROX. FROM TOWN G.I.S. DATA (TYP.) llyoff 508-362-4541 fax 508 362-9880 down cape engineering, in c. Cl VIL ENGINEERS LAND SURVEYORS 939 Main Street - YARMOUTHPORT, MASS.