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Home My WebLink AboutDecision 4111 - Topographic Site PlanI 1,1 A v J f7� 1 � Q '. o f,✓N, s r�+•rE Sir OEpLH NA "T-vc.t-6 SO flN p LOCUS /'7.9P /"=2000' C5) X Q —/-Z E•�r' S X _O �� FG.=S.S6 3 y I SA FGE✓- 5-/7G T ik/_ O NON- "IAol r/?,Oz M O 6X2 Mo n�q.,vf/olE 1 GFRq GE USE 5u7vt/ 4 Err W 1 5_� C¢°J v l e �� P i FTJ 0) LEGEND —3— EXISTING ELEV. CONTOUR .. -4 • I PROPOSED SPOT ELEV. —�3 — PROPOSED ELEV. CONTOUR //•2i DRAINAGE INLET GRATE EDGE OF EXISTING PAVEMENT —OHw'-- OVERHEAD ELECTRIC UTILITIES " CENTERLINE 3 •9- CONSISTING OF AT LEAST R INCHES COMPACTED THICKNESS OF C �r—v— -7 EDGE OF VEGETATED WETLAND J OI UTILITY POLE Jl� LLL 1 CS) I EX/ST/NG O PROPOSED SALT TOLERANT �� GA2�GE Z WORK LIMIT RESPECTIVELY. 4. aoRoe",2 1c-1 /� A I I' WITII BFE = I1 PER FIRM PANEL 250015 0006D vEGFTATE'.O/ 2" BINDER COURSE. THE JOB MLX FORMULA SHALLMEET THE MASS. YvE TL.e).vp ZONING DISTRICT • RS -40 DPNSTANDARD SPECIFICATION M3.11.03 FOR BINDER AND TOP 6. ASSESSORS MAP 34, PARCEL 257 'COURSES. THE CONSTRUCTION METHODS SHALL MEET MASS. DPW STANDARD SPECIFICATIONS SECTION 460. NO PAVEMENT WORK SHALL BE DONE DURING RAINY WEATHER. UPON SATURATED ., eo eOeA five h SURFACES, WHERE WATER IS STANDING, WHERE THE TEMPERATUTE • v IS LOWER TITAN 40 DEGREES F. OR WHERE. FROST IS IN THE GROUND, I r S } C5) X Q —/-Z E•�r' S X _O �� FG.=S.S6 3 y I SA FGE✓- 5-/7G T ik/_ O NON- "IAol r/?,Oz M O 6X2 Mo n�q.,vf/olE 1 GFRq GE USE 5u7vt/ 4 Err W 1 5_� C¢°J v l e �� P i FTJ 0) YARMOUTH X3 �xZ P� ��`ED Z 3xS 4x 3 �✓i°i b CONSTRUCTION NOTES 1. THE WORK LIMIT SHOWN SHALL BE FITTED WITH A SILT FENCE. THE FENCE SHALLCONSISTOFA CONTINUOUS, TRENCHED -IN, STAKED FABRIC BACKED UP WITH A STAKED ROW OF STRAW BALES. THE SILT FENCE SHALL REMAIN IN PLACE UNTIL THE DISTURBED GROUND IS STABILIZED COMPLETELY. 2. THE GROUND AREAS DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE RESTORED WITH NATIVE SHRUBS AND GRASSES. SPECIFICALLY,A DENSE ARRAY OF NATIVE SHRUBS IS PROPOSED AS MITIGATION 'A HERE SHOWN ON THE PLAN. A MIX OF FESCUE AND RYE IS SUGGESTED AS A DROUGHT TOLERANT NATIVE SEED AIX. 3. DRIVEWAY SUBGRADE NEAR AND WITHIN SOUTH STREET LAYOUT: PAVED DRIVEWAY AREAS SHALL HAVE THE SUBGRADE PREPARED AS FOLLOWS: SUBGRADE SHALL BE FREE OF TRASH. VEGETATION AND TOPSOIL NO FILL SHALL BE PLACED ON FROZEN SUBGRADE OR IN STANDING WATER. AN INSPECTION IS ADVISED TO QUALIFY THE SUBGRADE SOIL QUALIFY. REMOVE AS INDICATED AND PROVIDE. COMPACTED STRUCTURAL FILL TO ESTABLISH ADE UATEN'ONFROST LEGEND —3— EXISTING ELEV. CONTOUR 3m 1 EXISTING SPOT ELEV. • I PROPOSED SPOT ELEV. —�3 — PROPOSED ELEV. CONTOUR ® DRAINAGE INLET GRATE EDGE OF EXISTING PAVEMENT —OHw'-- OVERHEAD ELECTRIC UTILITIES " CENTERLINE PROPERTY LINE CONSISTING OF AT LEAST R INCHES COMPACTED THICKNESS OF TOP OF BANK �r—v— —' —' — EDGE OF VEGETATED WETLAND TITLE REFERENCE' CERT. # 124170 UTILITY POLE Jl� LLL EDGE OF PROPOSED PAVEMENT / GRAVEL AND 1 OR PROCESSED STONE. THE PROCESSED GRAVEL AND/ WETLAND FLAG STATION O PROPOSED SALT TOLERANT NATIVE SHRUB (3 GAL. MIN SIZE) X — X-- WORK LIMIT YARMOUTH X3 �xZ P� ��`ED Z 3xS 4x 3 �✓i°i b CONSTRUCTION NOTES 1. THE WORK LIMIT SHOWN SHALL BE FITTED WITH A SILT FENCE. THE FENCE SHALLCONSISTOFA CONTINUOUS, TRENCHED -IN, STAKED FABRIC BACKED UP WITH A STAKED ROW OF STRAW BALES. THE SILT FENCE SHALL REMAIN IN PLACE UNTIL THE DISTURBED GROUND IS STABILIZED COMPLETELY. 2. THE GROUND AREAS DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE RESTORED WITH NATIVE SHRUBS AND GRASSES. SPECIFICALLY,A DENSE ARRAY OF NATIVE SHRUBS IS PROPOSED AS MITIGATION 'A HERE SHOWN ON THE PLAN. A MIX OF FESCUE AND RYE IS SUGGESTED AS A DROUGHT TOLERANT NATIVE SEED AIX. 3. DRIVEWAY SUBGRADE NEAR AND WITHIN SOUTH STREET LAYOUT: PAVED DRIVEWAY AREAS SHALL HAVE THE SUBGRADE PREPARED AS FOLLOWS: SUBGRADE SHALL BE FREE OF TRASH. VEGETATION AND TOPSOIL NO FILL SHALL BE PLACED ON FROZEN SUBGRADE OR IN STANDING WATER. AN INSPECTION IS ADVISED TO QUALIFY THE SUBGRADE SOIL QUALIFY. REMOVE AS INDICATED AND PROVIDE. COMPACTED STRUCTURAL FILL TO ESTABLISH ADE UATEN'ONFROST A TOPOGRAPHIC SITE PLAN SHOWING PROPOSED ADDITION TO AN EXISTING GARAGE BUILDING AT 193 SOUTH STREET SOUTH YARMOUTH, MA ASSESSORS' MAP 34, PARCEL 257; PREPARED FOR ACiARLES WHITE MANAGEMENT COMPANY to 30 COMMONWEALTH AVENUE, BOSTON, MA 02115 M.%C R 15, 2006 SCALE- 1"-10' PPP,RY PREPARED BY �C!V iL CAPE COD ENGINEERING, INC. y ROBERT NI. PERRY, PE P.O. BOX 1517 EAST DENNIS, MA 02641 TEL - 508-385-1445 t GENERAL NOTES SUSCEPTIBLE SURGRADE LAYER W'ITHIIN 2 FT. OF THE GRADE AT SOUTH STREET, PRESERVING THE LOCATION AND PITCH OF PARKING SURFACE BASE. ALL FILL MATERIAL WHICH MAYBE CONSULT IA'ITH APPROPRIATE AUTHORITY AT YARMOUTH HIGFF A'AI' REQUIRED MYTIHN THE PARKING AREA SHALL BE PLACED IN 1. PLAN REFERENCE' LAND COURT PLAN 9190 H, LOT T, LIFTS NOT TO EXCEED 6', AND COMPACTED TO 95% OF THE ADDITIONAL LOT LINE DATA PROVIDED BY BSC, INC., MAXIMUM DENSITY AS DETERMINED BY METHOD D. SUGGESTED GRADING SCHEME. n# 4. DRIVEWAY AREAS SHALL BE PROVIDED WITH A FOUNDATION CRAIG FIELD, PLS; WETLAND DELINEATION AND CONSISTING OF AT LEAST R INCHES COMPACTED THICKNESS OF TOPOGRAPHIC DATA BY CAPE COD ENGINEERING, INC. PROCESSED GRAVEL OR 6- COMPACTED THICKNESS OF DENSE GRADED CRUSHED STONE. THE GRAVEL AND/OR STONE SHALL MEET 2. TITLE REFERENCE' CERT. # 124170 STANDARD MASS. IIIGHM'AY SPECIFICATIONS FOR PROCESSED GRAVEL AND 1 OR PROCESSED STONE. THE PROCESSED GRAVEL AND/ 3. ELEVATIONS REFER TO NGVD 1929. BENCHMARK IS OR DENSE GR.AIIED STONE. SHALL BE INSTALLED USING THE MASS. THE CATCH BASIN RIM IN THE STREET ELEV. = 5.58 DPW STANDARD SPECIFICATIONS OUTLINED IN SECTION 401 AND 402, RESPECTIVELY. 4. THE SITE LIES WITHIN THE COASTAL FLOOD ZONE 5. THE PAVEMENT FOR THE DRIVEWAY AREA SHALL CONSIST OF TWO A I I' WITII BFE = I1 PER FIRM PANEL 250015 0006D COURSES OFCLASS 1 BITUMINOUS CONCRETE. A i"TOP COURSE AND A 2" BINDER COURSE. THE JOB MLX FORMULA SHALLMEET THE MASS. 5. ZONING DISTRICT • RS -40 DPNSTANDARD SPECIFICATION M3.11.03 FOR BINDER AND TOP 6. ASSESSORS MAP 34, PARCEL 257 'COURSES. THE CONSTRUCTION METHODS SHALL MEET MASS. DPW STANDARD SPECIFICATIONS SECTION 460. NO PAVEMENT WORK SHALL BE DONE DURING RAINY WEATHER. UPON SATURATED SURFACES, WHERE WATER IS STANDING, WHERE THE TEMPERATUTE IS LOWER TITAN 40 DEGREES F. OR WHERE. FROST IS IN THE GROUND, A TOPOGRAPHIC SITE PLAN SHOWING PROPOSED ADDITION TO AN EXISTING GARAGE BUILDING AT 193 SOUTH STREET SOUTH YARMOUTH, MA ASSESSORS' MAP 34, PARCEL 257; PREPARED FOR ACiARLES WHITE MANAGEMENT COMPANY to 30 COMMONWEALTH AVENUE, BOSTON, MA 02115 M.%C R 15, 2006 SCALE- 1"-10' PPP,RY PREPARED BY �C!V iL CAPE COD ENGINEERING, INC. y ROBERT NI. PERRY, PE P.O. BOX 1517 EAST DENNIS, MA 02641 TEL - 508-385-1445 t 6. THE PAVEMENT SHALL PROPERLY MEET AND MATCH THE PAA'EMENT GRADE AT SOUTH STREET, PRESERVING THE LOCATION AND PITCH OF THE GUFTER LINE. AND THE EXISTING CATCH BASIN RISE ELEVATION. CONSULT IA'ITH APPROPRIATE AUTHORITY AT YARMOUTH HIGFF A'AI' -. - DEPT. PRIOR TO PERFORMING WORK. y 7. PAVEMENT AND EARTH GRADES SHALL NOT RESULT IN RUNOFF 7 ENTERING THE T RAVELLED WAY ON SOUTH STREET. SEE PLANFOR ti - SUGGESTED GRADING SCHEME. n# R. REFER TO ANY ORDER OF CONDITIONS ISSUED FOR THE PROPOSED I 1 WORK ACTIVITI' 151' THE YARMOUTH CONSERVATION' COMMISSION. A TOPOGRAPHIC SITE PLAN SHOWING PROPOSED ADDITION TO AN EXISTING GARAGE BUILDING AT 193 SOUTH STREET SOUTH YARMOUTH, MA ASSESSORS' MAP 34, PARCEL 257; PREPARED FOR ACiARLES WHITE MANAGEMENT COMPANY to 30 COMMONWEALTH AVENUE, BOSTON, MA 02115 M.%C R 15, 2006 SCALE- 1"-10' PPP,RY PREPARED BY �C!V iL CAPE COD ENGINEERING, INC. y ROBERT NI. PERRY, PE P.O. BOX 1517 EAST DENNIS, MA 02641 TEL - 508-385-1445 t