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Home My WebLink About1020 Route 28 Site Planv at "off r i ti t it E N POND �' oo / �.�-LL1CU5 < t ' LOCUS MAP ASSESSOR'S MAP 50. PARCELS 187 6 188 ZONING DISTRICTS. 82. MIN FRONTAGE - 125' MIN LOT AREA - 20000 S.F. MAX BUILDING HEIGHT - 35' SETBACKS: FRONT - 30'. SIDE - 25'. REAR • 20' MAXIMUM SITE COVERAGE - 70X MAXIMUM BUILDING COVERAGE - 25X FLOOD ZONE B. MAP 250015 0004 C. DATED 6/17/86 GENERAL NO TES : 1. PROPERTY LINE INFORMATION WAS COMPILED FROM AVAILABLE PLANS AND DEEDS OF RECORD AND DOES NOT REPRESENT AN ACTUAL ON THE GROUND SURVEY. 2. VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS SET, SEE SITE PLAN. J. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEED RESTRICTIONS OR ZONING REGULATIONS. IT SHALL REMAIN THE CLIENTS RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL PERMITS. VARIANCES ETC. FOR THIS PROJECT. 4. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY TO HAVE THE PROPOSED BUILDING FOUNDATION DESIGNED TO ACCOUNT FOR THE EXISTING GRADE AND SOIL CONDITIONS AT THE LOCATION OF THE PROPOSED BUILDING. ALL SEPTIC SYSTEMS AND FOUNDATIONS FROM THE FORMER BUILDINGS ON THE SITE ARE TO BE LOCATED AND REMOVED PRIOR TO CONSTRUCTION. 5. ALL STORMWATER RUNOFF FROM IMPERVIOUS AREAS TO BE CONTAINED ON SITE. 6. ALL CONSTRUCTION METHODS AND MATERIALS AND M41NTENANCE OF THE SEPTIC SYSTEM SHALL C ?.'CPM TO AMASS. D.E.P. TITLE 5 A',D LCCA' - BOARD OF HEALTH REGULATIONS. 7. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH- STANDING H-20 WHEEL LOADS. 8. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR APPROVED EQUAL. 9. SEPTIC TANK AND D -BOX SHALL BE REINFORCED PRECAST CONCRETE AND WATERTIGHT. 10. D -BOX IS TO BE WATER TESTED TO CHECK FOR LEVEL. lI. BEFORE CONSTRUCTION CALL 'DIG -SAFE'. 1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT. FOR LOCATION OF UNDERGROUND UTILITIES. 12. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE CONSTRUCTION INSPECTIONS. l3. FIRE ALARM AND SPRINKLER SYSTEMS ARE REQUIRED FOR THIS BUILDING. 14. AN APPROVAL NOT REQUIRED PLAN IS TO BE FILED TO COMBINE PARCELS 187 A 188 INTO ONE LOT. N AREA CALCULATIONS: B' MIN. TOTAL LOT AREA - 26.870' S.F. CLAY BRICK LEVELING COURSE FR. TOTAL BUILDING AREA - 4.2203 S.F. - 16V TOTAL PAVED AND WALK AREA - 18.2703 S.F. - 68X 4- MIN. PEASTONE TOTAL IMPERVIOUS AREA - 22.4903 S.F. - 84v 8' H2O CAST IRON PARKING CALCULATIONS: 4 M FRAME AND GRATE a I SPACE PER 3 SEATS REQUI RVD RESTAURANT USE CLAY BRICK LEVELING COURSE 45 SEATS / 3 - 15 SPACES �c 1.5 SPACES PER DWELLING UNIT j2EOUIRED MULTI FAMILY USE m 3 UNITS X 1.5 - 4.5 SPACES V I'D1A VENT � ° I SPACE PER 2 OCCUPANTS REQUIRED BUSINESS USE CLEANOUT 12' HDPE PIPE 23 OCCUPANTS MAX / 2 - 11.5 SPA CP LEACHING . TEE TO LEACHING • BASIN TOTAL PARKING SPACES REQUIRED - I SPACES TOTAL PROVIDED • 22 EXISTING - 8 PROPOSED -(40 �- TOTAL 1 HANDICAPPED SPACES PROVIDED - 2 SPACES CATHOLIC CHURCH CA,LIPEP TFE`ES AT 20" 0; wfrM,M Tu^ 20PUFFER 0'W RESIDENTIAL �+, Ir� \ •.\ /PGF OF PA FMENT��. 'L I B/DH FND R PLA1'T A 4 .IC:"" RY' H101 / :� /' •\ 'CATCH 8A Si LEr E.Y PLAY7tEY�RC>C s• H-•k �Dtt TO LR Fr 1HE 7 j'� I - PA°TiN, AAEA FPI. AFI. ,N., 0\ / W PARCEL 188 `+`a �� - EXISTING PAVED q .PAR'Y/lyl, COT EXISTING SEPTIC O LEACHING PITS•' - - t � I O � / / BL u B��oAY E'S'IONE"TjRI YCA-4 / N I `� ? / 1 CATCH BASIN r LANE 0 / r 5XST/NGTOCX• fq Ts TOTALS PFz74 r. I�T _ I f !1 SEPTIC S STCM { P 700, 7 -v u o m RESIDENTIAL O r• 6' DEEP r 6' DI O O 0 O LEACH PIT W/4' STONE r v l r' 1 APop ADD/T Ov 7 STpRY "Gf OF PAVEMENT I \DRIVE ZONING WA I VERS REQUIRED.- 3.5 EQUIRED:3.5 DIMENSIONAL REQUIREMENTS l� 3YARD SETBACK REQUIRED FOR THE BUILDING. Z7- 15 PROPOSED.� 03.5.L 70X MAXIMUM SITE 'COVERAGE ALLOWED. 84X'75 PROPOSED. 301.4 PARKING DESIGN CRITERIA - 301.4.2 /0'x 20' PARKING SPACES ARE REQUIRED. WAIVER REQUIRED TO USE rA EXISTING SPACES AS MARKED AND 10'x 18' FOR NEW SPACES. { 1 2r b MHB/LP HP 30/.4.4 20' WIDE BUFFER REQUIRED FROM RESIDENTIAL ABUTTER. l0' FROM ALL DRIVE' t B' DEEP r 6 Of ^� LEACH IPIT /4' TONE o / N 1• RESIDENTIAL 1M d , Y CATCH BASIN O ` //,/ - 110'It 1 �. i f 1 Il o.... i.. RfSfRYf 4RK NCD A.f fVfD .{UP O CATCH BASIN Y y J/ / t PARL CB/CEN i W 1 VNrir. - 1 ` I i \\ 1�7' LA:, t PER T.RFES AT 20' CC� LB/DH CHIP £D 4' KITHIN THE 20' BUFFEP - } /D SCO VER STONE PARKING I PAVED PARKING �� D 1 r SEVEN - ELEVEN SEAFOOD SAM'S D - r CONYENfFNCCONVENIENCE'STDR RESTAURANT 11 LEGEND i IC 41� - 5 y CONCRETE BOUND FOUND WATER GATE -W- WATER L 1 NE U HYDRANT GAS GATE TYPE 1-I BITUMINOUS CONCRETE _G_ GAS LINE 2' BINDER COURSE, I' TOP COURSE ® CATCH BASIN a UTILITY POLE W/ GUY WIRE 8.5• DENSE GRADED CRUSHED STONE ___- OHW - OVER HEAD WIRES OR 12' GRAVEL BASE -T- UNDERGROUND TELEPHONE LINE 440.4 EXISTING SPOT ELEVATION PAVEMENT DETAIL .__l /oo_ EXISTING CONTOUR NO SCALE 4D.4o PROPOSED SPOT ELEVATION RUNOFF DIRECTION 0.. -.,-15 30 60 OTHER. - 30/. 4.5 A 4' WIDE BY 5' HIGH PLANTING STRIP SHALL BE USED TO SCREEN PARKING FROM RESIDENTIAL LOTS. - 301.4.9 20• WIDE BUFFER REQUIRED FROM A WAY. 301.5 PARKING DEMAND - 31 PARKING SPACES ARE REQUIRED. 30 SPACES ARE PROPOSED. r 1 S / TE PLA OF LA/VO / 020 ROUTE 28> MAP SO . PARCEL S / 87 F SOUTH YAR"oUTf-/ "A PREPARED FOR �JOH/V 5 / AMOS SCALE: / 20 FEBRUARY e5. 2006 EAGLE SURVEY I NG I NC _ 923 Route 6A Yarmouthport, MA. 02675 (508) 362-8132 \1/ (508).432-5333 JOB NO: 05-019 FIELD: CFW/KPK CALC: SAN CHECK: CFW DRN: SAH B' MIN. CLAY BRICK LEVELING COURSE FR. _ - MORTARED IF PLACE .IRON WITH I' 4- MIN. PEASTONE TO FINI 8' H2O CAST IRON 4 M FRAME AND GRATE CLAY BRICK LEVELING COURSE l/4 /FT- 0 00 O0 MORTARED IN PLACE00 FROM BASIN I'D1A VENT MORTAR ALL o CLEANOUT 12' HDPE PIPE JOINTS LEACHING . TEE TO LEACHING • BASIN 1O - 3/4-11/2WASHED T STONE ALL AROUND fH-201 o 90 v, -20 SOLID 00 . CATCH BASIN 6' DIAM. I J I -20 CONC SLAB 4' MIN. W/12' DIA LEACH HOLE �+-- 6' DIAM-•••--� CATCH BASIN LEACHING BASIN DETAIL DETA IL NO SCALE NO SCALE ZONING WA I VERS REQUIRED.- 3.5 EQUIRED:3.5 DIMENSIONAL REQUIREMENTS l� 3YARD SETBACK REQUIRED FOR THE BUILDING. Z7- 15 PROPOSED.� 03.5.L 70X MAXIMUM SITE 'COVERAGE ALLOWED. 84X'75 PROPOSED. 301.4 PARKING DESIGN CRITERIA - 301.4.2 /0'x 20' PARKING SPACES ARE REQUIRED. WAIVER REQUIRED TO USE rA EXISTING SPACES AS MARKED AND 10'x 18' FOR NEW SPACES. { 1 2r b MHB/LP HP 30/.4.4 20' WIDE BUFFER REQUIRED FROM RESIDENTIAL ABUTTER. l0' FROM ALL DRIVE' t B' DEEP r 6 Of ^� LEACH IPIT /4' TONE o / N 1• RESIDENTIAL 1M d , Y CATCH BASIN O ` //,/ - 110'It 1 �. i f 1 Il o.... i.. RfSfRYf 4RK NCD A.f fVfD .{UP O CATCH BASIN Y y J/ / t PARL CB/CEN i W 1 VNrir. - 1 ` I i \\ 1�7' LA:, t PER T.RFES AT 20' CC� LB/DH CHIP £D 4' KITHIN THE 20' BUFFEP - } /D SCO VER STONE PARKING I PAVED PARKING �� D 1 r SEVEN - ELEVEN SEAFOOD SAM'S D - r CONYENfFNCCONVENIENCE'STDR RESTAURANT 11 LEGEND i IC 41� - 5 y CONCRETE BOUND FOUND WATER GATE -W- WATER L 1 NE U HYDRANT GAS GATE TYPE 1-I BITUMINOUS CONCRETE _G_ GAS LINE 2' BINDER COURSE, I' TOP COURSE ® CATCH BASIN a UTILITY POLE W/ GUY WIRE 8.5• DENSE GRADED CRUSHED STONE ___- OHW - OVER HEAD WIRES OR 12' GRAVEL BASE -T- UNDERGROUND TELEPHONE LINE 440.4 EXISTING SPOT ELEVATION PAVEMENT DETAIL .__l /oo_ EXISTING CONTOUR NO SCALE 4D.4o PROPOSED SPOT ELEVATION RUNOFF DIRECTION 0.. -.,-15 30 60 OTHER. - 30/. 4.5 A 4' WIDE BY 5' HIGH PLANTING STRIP SHALL BE USED TO SCREEN PARKING FROM RESIDENTIAL LOTS. - 301.4.9 20• WIDE BUFFER REQUIRED FROM A WAY. 301.5 PARKING DEMAND - 31 PARKING SPACES ARE REQUIRED. 30 SPACES ARE PROPOSED. r 1 S / TE PLA OF LA/VO / 020 ROUTE 28> MAP SO . PARCEL S / 87 F SOUTH YAR"oUTf-/ "A PREPARED FOR �JOH/V 5 / AMOS SCALE: / 20 FEBRUARY e5. 2006 EAGLE SURVEY I NG I NC _ 923 Route 6A Yarmouthport, MA. 02675 (508) 362-8132 \1/ (508).432-5333 JOB NO: 05-019 FIELD: CFW/KPK CALC: SAN CHECK: CFW DRN: SAH