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Home My WebLink About83-1948 - plan of landKEY MAP NO SCALE LEMS BAY 01 YARMOUTH, MA / / / / Si7• 5 • . � /' i � "' � p�,e �iAC� = Curr�r-� h°ase GENERAL NOTES / / / / p ' -' �• `` 1. ELEVATIONS REFER TO NGVD 1929. USE THE BENCHMARK WHICH IS / ° \ THE SOUTHEAST CORNER CONCRETE PROPERTY BOUND MARKER b, \ - j FLOOD \fa�7. ��= hot3se ZONE' "C" ^ 2. PRIOR TO DWELLING CONSTRUCTION -RELATED WORKACTIVITY THE SHALL 8e CA� STAKED FABRIC, ACKED UP BY TTH THE APPROPRIATE SILT CE, STAKED STRAW BALES. THE SILT xGARAGE / / // // / ti ry • \ ,� - _ RELO' STORY » ZONE B,-- i 22•�� ./` -`-; - � EIST. G . 1 �3 p £ 1. P� I .,0 °P `T� J l ,moi �o F BENCHMARK: TOP OF CONC. BOUND o oP� ELEV. = 14.9 - �. • `. • ,ti �i ZoAlE i •• 1E11 \ chi. \ j[Pf/ Pel A'¢ ncq ZOlyF�? EL 12 I i ' `y w Alp FC.�fO Ay 0 �/ ` � \\�— / �05�`e'�� • °P`� ;fly ^ �' co c°P' ePZE i 12.5 -------- FT.H1�ti ---1- L 43.62----------- N 10 i YR. •FLOOD F(., 7o \ \ a < 10% \ \ \ e SLOPE \ SEE VEGETATION rn MGT. NOTES HAT NE rn of \� \ CB \ A/ 84.7 9 _ s PLAN 1 inch = 20 ft. N KRISTOFF.DWG 2/30/2013 FENCE SHALL BE MAINTAINED THROUGHOUT THE TERM OF THE WORK EFFORT ON THE DWELLING. 3. EXISTING UTILITY LINES SHALL BE MARKED OUT AND PROTECTED UNLESS REPLACED. 4. A SUITABLY SIZED TRASH CONTAINER WYFH A HEAVY COVER SHALL BE MAINTAINED AT THE WORK SITE AND DISPOSED OF OFF ISLAND ON A REGULAR BASIS. 5. THE DESIGNATED BUILDING CONTRACTOR SHALL VERIFY ALL PLUMBING AND OR UTILITY CONNECTIONS AND ELEVATIONS WITH THE ENGINEER PRIOR TO MAKING THE NEW CONNECTION TO EXISTING SEPTIC SYSTEM. 6. ROOF RUNOFF SHALL BE CONTROLLED WITH FRENCH DRAINS OR DRYWELLS UNITLL THE LAND AREA SURROUNDING THE DWELLING HAS DEVELOPED A STABLE GROUND COVER 7. CONTACT CAPE COD ENGINEERING, INC. PRIOR TO SITE PREPARATION WORK AND I OR EXCAVATION ACTIVITY TO REVIEW ADDITIONAL REQUIREMENTS. 8. DRIVEWAY MODIFICATION SHALL REQUIRE ALL BITUMINUS, CRUSHED SHELL AND BASE MATERIALS TO BE REMOVED FROM THE LOCATION OF DRIVE AREAS BEING ABANDONED. VERIFY SUBSOIL QUALITY AND TOP DRESS WITH SUITABLE COMPACTED THICKNESS OF HIGH QUALITY TOPSOIL TO MATCH EXISTING GRADES. SEED AS REQUIRED. 9. NEW DRIVEWAY AREAS SHALL HAVE ALL TOPSOIL AND ROOT MATERIAL REMOVED TO A SATISFACTORY DEPTH SUBJECT TO INSPECTION. PLACE SUBBASE AND COMPACT TO MATCH PROPOSED DRIVEWAY GRADE WITH NATIVE PROCESSED GRAVEL (MASS HIGHWAY SPEC, M1.03.1 IS PREFERRED) USE OF RECYCLED MATERIALS, "ABC" OR "T" BASE MAY ONLY BE USED WITH OWNERS APPROVAL. PLACE APPROPRIATE CRUSHED STONE OR SHELL SURFACE W/ APPROX. I IN. COMPACTED THICKNESS.. 10. THE RE -GRADED LAND AREAS AFFECTED BY THE PROJECT SHALL BE SHAPED USING APPROPRIATE CONSOLODATING SUBSOILS AND / OR TOPSOILS. RESTORE LAWN AREAS WITH NATIVE FESCUE GRASS SEED. 11. ALL TREES NOT FLAGGED FOR REMOVAL SHALL BE PROTECTED FROM HARM OR CONTACT WITH MACHINERY. NO EARTH STOCKPILE OR \ INNAPPROPRIATE GRADE CHANGE IS PERMITTED TO AFFECT ANY TREE. ISED PROPOSED DWELLING & DRIVEWAY VISED PROPOSED CONTOURS REVISIONS TOPOGRAPHIC PLAN OF LAND SHOWING PROPOSED ADDITION AND MODIFICATION TO AN EXISTING DWELLING PREPARED FOR BRETT AND MARK KRISTOFF AT 72 WHITE CEDAR ROAD WEST YARMOUTH, MA ASSESSOR'S MAP 9, PARCEL 7 DECEMBER 27, 2012 SCALE - AS NOTED PREPARED BY CAPE COD ENGINEERING, INC. ROBERT M. PERRY, P.E. P.O. BOX 1517 EAST DENNIS, MA 02641 508-385-1445 '�(1 IN inn i�a�� / INVASIVE PLANT MANAGEMENT NOTES TREE REMOVAL KEY ♦ GENERAL DESCRIPTION: 1. DBL. EASTERN RED CEDAR 7" - WIND FELLED, OCT. 31, 2012 ♦ VEGETATION RECLAIMATION IN THE HATCHED AREA SHOWN ON THE PLAN SHALL BE MANAGED BY BARTLETT TREEEXPERTS S� OF OSTERVILLE, MA. BY CONTRACT WITH THE OWNER 2. DBL. BLACK CHERRY, 10" & 12" �p ♦ THE BUSH HONEYSUCKLE, BURNING BUSH EUONYMOUS BITTERSWEET AND PRIVET, WHERE FOUND SHALL BE CUT LOW AND 3. 15 " BLACK OAK�P� DABBED WITH APPROVED HERBICIDE IN ACCORDANCE WITH A PROTOCOL PROVIDED TO THE YARMOUTH CONSERVATION 4. 9" E.R CEDAR COMMISSION PRIOR TO WORK BEING DONE. 5. 6" E.R. CEDAR ♦ ALL WORK SHALL BE DONE UNDER THE DIRECT SUPERVISION OF BARTLETT TREE EXPERTS. LOCUS 6. 4" ORNAMENTAL(CRAB APPLE) / SEE VEGETATION ♦ ALL SLASH BRUSH AND DISCARDS SHALL BE COLLECTED AND REMOVED FROM THE ISLAND ENVIRONMENT. 7. 11" E.R. CEDAR MANAGEMENT NOTES ♦ IN THE AFFECTED HATCHED ZONE THE SPECIFIC PLANT COUNT FOR REPLACEMENT SHALL BE ESTABLISHED ON A ONE - TO - 8. CEDAR • FOR TREATMENT OF ONE BASIS FOR THOSE PLANTS REMOVED. SUCH NATIVE SHRUBS AS ARROW WOOD VIBURNUM,NORTHERN BAYBERRY, BEACH 9. DBLBLACK OAK 5"& 6 DB B tee. HATCHED AREA PLUM, AND OTHER NATIVE COASTAL HARDY SPECIES THAT ARE CONSIDERED ACCEPTABLE FOR THE COASTAL BUFFER ZONE. _ A THICKET OF DENSE, WOODY NATIVE SHRUBS AS THE UNDERSTORY FOR THE CEDAR WOODS IS THE DESIRED OUTCOME. ♦ SHRUB SIZE SHALL BE NO LESS THAN 2 GALLON • ♦ ALL PLANTING HOLES SHALL BE PROPERLY PREPARED IN ACCORDANCE WITH STANDARD LANDSCAPE PRACTICE. ♦ PROVIDE WATER AT REGULAR INTERVALS TO ALL PLANTINGS. DEEP WATERING IS RECOMMENDED FOR THE FIRST 4 WEEKS, AND APPROX I" OF WATER PER WEEK.DURING THE FIRST GROWING SEASON, 1 SHRUB LAYER SHALL BE MANAGED ON A SEMI ANNUAL BASIS FOR INVASIVES MANAGEMENT INSPECTION AND SHRUB PRUNING TO FOSTER ROOT GROWTH. 06 4` • / / cv ` KEY MAP NO SCALE LEMS BAY 01 YARMOUTH, MA / / / / Si7• 5 • . � /' i � "' � p�,e �iAC� = Curr�r-� h°ase GENERAL NOTES / / / / p ' -' �• `` 1. ELEVATIONS REFER TO NGVD 1929. USE THE BENCHMARK WHICH IS / ° \ THE SOUTHEAST CORNER CONCRETE PROPERTY BOUND MARKER b, \ - j FLOOD \fa�7. ��= hot3se ZONE' "C" ^ 2. PRIOR TO DWELLING CONSTRUCTION -RELATED WORKACTIVITY THE SHALL 8e CA� STAKED FABRIC, ACKED UP BY TTH THE APPROPRIATE SILT CE, STAKED STRAW BALES. THE SILT xGARAGE / / // // / ti ry • \ ,� - _ RELO' STORY » ZONE B,-- i 22•�� ./` -`-; - � EIST. G . 1 �3 p £ 1. P� I .,0 °P `T� J l ,moi �o F BENCHMARK: TOP OF CONC. BOUND o oP� ELEV. = 14.9 - �. • `. • ,ti �i ZoAlE i •• 1E11 \ chi. \ j[Pf/ Pel A'¢ ncq ZOlyF�? EL 12 I i ' `y w Alp FC.�fO Ay 0 �/ ` � \\�— / �05�`e'�� • °P`� ;fly ^ �' co c°P' ePZE i 12.5 -------- FT.H1�ti ---1- L 43.62----------- N 10 i YR. •FLOOD F(., 7o \ \ a < 10% \ \ \ e SLOPE \ SEE VEGETATION rn MGT. NOTES HAT NE rn of \� \ CB \ A/ 84.7 9 _ s PLAN 1 inch = 20 ft. N KRISTOFF.DWG 2/30/2013 FENCE SHALL BE MAINTAINED THROUGHOUT THE TERM OF THE WORK EFFORT ON THE DWELLING. 3. EXISTING UTILITY LINES SHALL BE MARKED OUT AND PROTECTED UNLESS REPLACED. 4. A SUITABLY SIZED TRASH CONTAINER WYFH A HEAVY COVER SHALL BE MAINTAINED AT THE WORK SITE AND DISPOSED OF OFF ISLAND ON A REGULAR BASIS. 5. THE DESIGNATED BUILDING CONTRACTOR SHALL VERIFY ALL PLUMBING AND OR UTILITY CONNECTIONS AND ELEVATIONS WITH THE ENGINEER PRIOR TO MAKING THE NEW CONNECTION TO EXISTING SEPTIC SYSTEM. 6. ROOF RUNOFF SHALL BE CONTROLLED WITH FRENCH DRAINS OR DRYWELLS UNITLL THE LAND AREA SURROUNDING THE DWELLING HAS DEVELOPED A STABLE GROUND COVER 7. CONTACT CAPE COD ENGINEERING, INC. PRIOR TO SITE PREPARATION WORK AND I OR EXCAVATION ACTIVITY TO REVIEW ADDITIONAL REQUIREMENTS. 8. DRIVEWAY MODIFICATION SHALL REQUIRE ALL BITUMINUS, CRUSHED SHELL AND BASE MATERIALS TO BE REMOVED FROM THE LOCATION OF DRIVE AREAS BEING ABANDONED. VERIFY SUBSOIL QUALITY AND TOP DRESS WITH SUITABLE COMPACTED THICKNESS OF HIGH QUALITY TOPSOIL TO MATCH EXISTING GRADES. SEED AS REQUIRED. 9. NEW DRIVEWAY AREAS SHALL HAVE ALL TOPSOIL AND ROOT MATERIAL REMOVED TO A SATISFACTORY DEPTH SUBJECT TO INSPECTION. PLACE SUBBASE AND COMPACT TO MATCH PROPOSED DRIVEWAY GRADE WITH NATIVE PROCESSED GRAVEL (MASS HIGHWAY SPEC, M1.03.1 IS PREFERRED) USE OF RECYCLED MATERIALS, "ABC" OR "T" BASE MAY ONLY BE USED WITH OWNERS APPROVAL. PLACE APPROPRIATE CRUSHED STONE OR SHELL SURFACE W/ APPROX. I IN. COMPACTED THICKNESS.. 10. THE RE -GRADED LAND AREAS AFFECTED BY THE PROJECT SHALL BE SHAPED USING APPROPRIATE CONSOLODATING SUBSOILS AND / OR TOPSOILS. RESTORE LAWN AREAS WITH NATIVE FESCUE GRASS SEED. 11. ALL TREES NOT FLAGGED FOR REMOVAL SHALL BE PROTECTED FROM HARM OR CONTACT WITH MACHINERY. NO EARTH STOCKPILE OR \ INNAPPROPRIATE GRADE CHANGE IS PERMITTED TO AFFECT ANY TREE. ISED PROPOSED DWELLING & DRIVEWAY VISED PROPOSED CONTOURS REVISIONS TOPOGRAPHIC PLAN OF LAND SHOWING PROPOSED ADDITION AND MODIFICATION TO AN EXISTING DWELLING PREPARED FOR BRETT AND MARK KRISTOFF AT 72 WHITE CEDAR ROAD WEST YARMOUTH, MA ASSESSOR'S MAP 9, PARCEL 7 DECEMBER 27, 2012 SCALE - AS NOTED PREPARED BY CAPE COD ENGINEERING, INC. ROBERT M. PERRY, P.E. P.O. BOX 1517 EAST DENNIS, MA 02641 508-385-1445 '�(1 IN inn i�a��