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Home My WebLink About83-1948 - plan of land003ZONE 1A Al? f 0 u • SEE VEGETATION MGT. NOTES rr>R • KEYMAP GENERALNOTES NO SCALE 1. ELEVATIONS REFER TO NGVD 1919. USE THE BENCHMARK WHICH IS THE / SOUTHEAST CORNER CONCRETE PROPERTY BOUND MARKER. TREEREMOVALKEY 2. TOPOGRAPHIC AND LOT LINE DATA PROVIDED BY DOWN C4PEENGIA'EERING, INC YARMOUTHPORT, MA. 1. DBL. EASTERN RED CEDAR 7" - WIND FELLED, OCT. 31, 2012 10" & 12"3. 3. PRIOR TO CONSTRUCTION -RELATED WORK ACTIVITY THE WORK LIMIT SHALL BE FITTED WITH THE APPROPRIATE SILT FENCE, STAKED FABRIC, BACKED UP BY 2. DBL. BLACK CHERRY, THE TERM OF THE WORK EFFORT ON THE DWELLING. * BLACK OAK 4. PRIOR TO CONSTRUCTION -RELATED WORK ACTIVITY THE WORK LIMIT SHALL BE FITTED WITH THE APPROPRIATE SILT FENCE, STAKED FABRIC, BACKED UP BY 4. 95ElL CEDAR STAKED STRAW BALES. THE SILT FENCE SHALL BE MAINTAINED THROUGHOUT THE TERM OF THE WORK EFFORT. 5. 6" E.R CEDAR 5. EXISTING UITLHY LINES SHALL BE MARKED OUT AND PROTECTED UNLESS REPLACED. 6. 4" ORNAMENTAL(CRABAPPLE) / BENCHMARK: AND EMPTIED ON A REGULAR BASIS, 7. ll"E.R.CEDAR 7. EXCAVATION! INSTALLATION CONTRACTOR SHALL VERIFY ALL PLUMBING AND ELEV. = 14.9 SEE VEGETATION 8. 15"E.R. CEDAR / MANAGEMENT OO S 9. DBL BLACK OAK 5" & 6" `. DB 1 /a /� • FOR HATCTREATMENT HED AREA ZONE 1A Al? f 0 u • SEE VEGETATION MGT. NOTES rr>R • e • INVASIVE PLANT MANAGEMENT NOTE ♦ GENERAL DESCRIPTION: ♦ VEGETATION RECLAIMATION IN THE HATCHED AREA SHOWN ON THE PLAN SHALL BE MANAGED BYBARTLETTTREEEVERTS OFOSTERVILLE, M. BY CONTRACT WITH THE OWNER ♦ THE BUSH HONEY -SUCKLE, BURNING BUSH EUONYMOUS, BITTERSWEET AND PRIVET, WHERE FOUND SHALL BE CUT LOW AND DABBED WITH APPROVED HERBICIDE IN ACCORDANCE WITH A PROTOCOL PROVIDED TO THIN YARMOUTH CONSERVATION COMMISSION PRIOR TO WORK BEING DONE. ♦ ALL WORK SHALL BE DONE UNDER THE DIRECT SUPERVISION OF BARTLETT TREE EXPERTS. ALL SLASH BRUSH AND DISCARDS SHALL BE COLLECTED AND REMOVED FROM THE ISLAND ENVIRONMENT. ♦ IN THE AFFECTED HATCHED ZONE THE SPECIFIC PLANT COUNT FOR REPLACEMENT SHALL BE ESTABLISHED ON A ONE - TO - ONE BASIS FOR THOSE PLANTS REMOVED. SUCH NATIVE SHRUBS AS ARROW WOOD VIBURNUM NORTHERN BAYBERRY, BEACH 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. 1 SHRUB SIZE SHALL BE NO LESS THAN 1 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. 4 SHRUB LAYER SHALL BE MANAGED ON A SEMI ANNUAL BASIS FOR INVASIVES MANAGEMENT INSPECTION AND SHRUB PRUNING TO FOSTER ROOT GROWTH. cP • �A' IT— CP/ 1I j /moi I • • , i \ REMOVE ELEC. METER AND SERVICE LINE jl •Z� OOD��eyr, wo I + i ' . � I x + �cr • . O <v __OCp1Ep GARAGE ` I ex/ST. GAR w ,. �1 ' SLAB,�3O Gf LL11 I w\ by , / PO � � 9 1 00 13.125 0 W 1 H16F1 '-- - --- ---I -- - ---- - �T A,2.. 23, - • CEDAR EES SAVE 11 . x Ott 1 .. FLOOD 3:.r ' ;oo YR. —go COO < 10� • Co� PLAN LEWIS BAY LOCUS �_ YARMOUTH, MA KEYMAP GENERALNOTES NO SCALE 1. ELEVATIONS REFER TO NGVD 1919. USE THE BENCHMARK WHICH IS THE SOUTHEAST CORNER CONCRETE PROPERTY BOUND MARKER. 2. TOPOGRAPHIC AND LOT LINE DATA PROVIDED BY DOWN C4PEENGIA'EERING, INC YARMOUTHPORT, MA. 3. PRIOR TO CONSTRUCTION -RELATED WORK ACTIVITY THE WORK LIMIT SHALL BE FITTED WITH THE APPROPRIATE SILT FENCE, STAKED FABRIC, BACKED UP BY STAKED STRAW BALES THE SILT FENCE SHALL BE MAINTAINED THROUGHOUT THE TERM OF THE WORK EFFORT ON THE DWELLING. 4. PRIOR TO CONSTRUCTION -RELATED WORK ACTIVITY THE WORK LIMIT SHALL BE FITTED WITH THE APPROPRIATE SILT FENCE, STAKED FABRIC, BACKED UP BY STAKED STRAW BALES. THE SILT FENCE SHALL BE MAINTAINED THROUGHOUT THE TERM OF THE WORK EFFORT. 5. EXISTING UITLHY LINES SHALL BE MARKED OUT AND PROTECTED UNLESS REPLACED. 6. A SUITABLY SIZED TRASH CONTAINER SHALL BE MAINTAINED AT THE WORK SITE BENCHMARK: AND EMPTIED ON A REGULAR BASIS, TOP OF CONC. BOUND 7. EXCAVATION! INSTALLATION CONTRACTOR SHALL VERIFY ALL PLUMBING AND ELEV. = 14.9 OR UTILITY OR IRRIGATION CONVECTIONS AND ELEVATIONS WITH THE ENGINEER PRIOR TO MAKING CONNECTION TO EXISTING SEPTIC SYSTEM. & ROOF RUNOFF SHALL BE CONTROLLED WITH FRENCH DRAINS OR DRYWELLS UNTHLL THE LAND AREA SURROUNDING THE DWELLING HAS � 9. CONTACT CAPE COD ENGINEERING, INC. PRIOR TO SITE PREPARATION WORK AND! OR EXCAVATION TO REVIEW ADDITIONAL REQUIREMENTS. / p / 1 AND BASE MATERIALS TO BE REMOVED FROM THE LOCATION OF DRIVE AREAS / BEING ABANDONED. VERIFY SUBSOIL QUALITY AND TOP DRESS WITH SUITABLE e • INVASIVE PLANT MANAGEMENT NOTE ♦ GENERAL DESCRIPTION: ♦ VEGETATION RECLAIMATION IN THE HATCHED AREA SHOWN ON THE PLAN SHALL BE MANAGED BYBARTLETTTREEEVERTS OFOSTERVILLE, M. BY CONTRACT WITH THE OWNER ♦ THE BUSH HONEY -SUCKLE, BURNING BUSH EUONYMOUS, BITTERSWEET AND PRIVET, WHERE FOUND SHALL BE CUT LOW AND DABBED WITH APPROVED HERBICIDE IN ACCORDANCE WITH A PROTOCOL PROVIDED TO THIN YARMOUTH CONSERVATION COMMISSION PRIOR TO WORK BEING DONE. ♦ ALL WORK SHALL BE DONE UNDER THE DIRECT SUPERVISION OF BARTLETT TREE EXPERTS. ALL SLASH BRUSH AND DISCARDS SHALL BE COLLECTED AND REMOVED FROM THE ISLAND ENVIRONMENT. ♦ IN THE AFFECTED HATCHED ZONE THE SPECIFIC PLANT COUNT FOR REPLACEMENT SHALL BE ESTABLISHED ON A ONE - TO - ONE BASIS FOR THOSE PLANTS REMOVED. SUCH NATIVE SHRUBS AS ARROW WOOD VIBURNUM NORTHERN BAYBERRY, BEACH 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. 1 SHRUB SIZE SHALL BE NO LESS THAN 1 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. 4 SHRUB LAYER SHALL BE MANAGED ON A SEMI ANNUAL BASIS FOR INVASIVES MANAGEMENT INSPECTION AND SHRUB PRUNING TO FOSTER ROOT GROWTH. cP • �A' IT— CP/ 1I j /moi I • • , i \ REMOVE ELEC. METER AND SERVICE LINE jl •Z� OOD��eyr, wo I + i ' . � I x + �cr • . O <v __OCp1Ep GARAGE ` I ex/ST. GAR w ,. �1 ' SLAB,�3O Gf LL11 I w\ by , / PO � � 9 1 00 13.125 0 W 1 H16F1 '-- - --- ---I -- - ---- - �T A,2.. 23, - • CEDAR EES SAVE 11 . x Ott 1 .. FLOOD 3:.r ' ;oo YR. —go COO < 10� • Co� PLAN LEWIS BAY LOCUS �_ YARMOUTH, MA 1 inch = 20 ft Yarmouth SEP16 2014 EIVED KRISTOFF.DWG -3j312014-WORK`LAIfT_PER--CONS.—COM. - 7/11/2014 ADDED PROPOSED UTILITIES 7/11/2014 REVISED PROPOSED GARAGE & DRIVEWAY LOCATION 12/30/2013 REVISED PROPOSED DWELLING & DRIVEWAY 3/19/2013 REVISED PROPOSED CONTOURS REVISIONS TOPOGRAPHIC PLAN OF LAND SHOWING PROPOSED DEMOLITION AND RECONSTRUCTION OF 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 _�eu'tsed 4Waje& KEYMAP GENERALNOTES NO SCALE 1. ELEVATIONS REFER TO NGVD 1919. USE THE BENCHMARK WHICH IS THE SOUTHEAST CORNER CONCRETE PROPERTY BOUND MARKER. 2. TOPOGRAPHIC AND LOT LINE DATA PROVIDED BY DOWN C4PEENGIA'EERING, INC YARMOUTHPORT, MA. 3. PRIOR TO CONSTRUCTION -RELATED WORK ACTIVITY THE WORK LIMIT SHALL BE FITTED WITH THE APPROPRIATE SILT FENCE, STAKED FABRIC, BACKED UP BY STAKED STRAW BALES THE SILT FENCE SHALL BE MAINTAINED THROUGHOUT THE TERM OF THE WORK EFFORT ON THE DWELLING. 4. PRIOR TO CONSTRUCTION -RELATED WORK ACTIVITY THE WORK LIMIT SHALL BE FITTED WITH THE APPROPRIATE SILT FENCE, STAKED FABRIC, BACKED UP BY STAKED STRAW BALES. THE SILT FENCE SHALL BE MAINTAINED THROUGHOUT THE TERM OF THE WORK EFFORT. 5. EXISTING UITLHY LINES SHALL BE MARKED OUT AND PROTECTED UNLESS REPLACED. 6. A SUITABLY SIZED TRASH CONTAINER SHALL BE MAINTAINED AT THE WORK SITE BENCHMARK: AND EMPTIED ON A REGULAR BASIS, TOP OF CONC. BOUND 7. EXCAVATION! INSTALLATION CONTRACTOR SHALL VERIFY ALL PLUMBING AND ELEV. = 14.9 OR UTILITY OR IRRIGATION CONVECTIONS AND ELEVATIONS WITH THE ENGINEER PRIOR TO MAKING CONNECTION TO EXISTING SEPTIC SYSTEM. & ROOF RUNOFF SHALL BE CONTROLLED WITH FRENCH DRAINS OR DRYWELLS UNTHLL THE LAND AREA SURROUNDING THE DWELLING HAS 9. CONTACT CAPE COD ENGINEERING, INC. PRIOR TO SITE PREPARATION WORK AND! OR EXCAVATION TO REVIEW ADDITIONAL REQUIREMENTS. / p / 10. DRIVEWAY MODIFICATION SHALL REQUIRE ALL BITUMTNUS, CRUSHED SHELL AND BASE MATERIALS TO BE REMOVED FROM THE LOCATION OF DRIVE AREAS / BEING ABANDONED. VERIFY SUBSOIL QUALITY AND TOP DRESS WITH SUITABLE o , rY CO.WACTED THINKNESS OF HIGH QUALITY TOPSOIL TO MATCH EXISTING Q GRADES. SEED AS REQUHLEd. W 11. NEW DRIVEWAY AREAS SHALL HAVE ALL TOPSOIL AND ROOT MATERIAL "IT V REMOVED TO A SATISFACTORY DEPTH SUBJECT TO INSPECTION. PLACE SUBSASE AND COMPACT TO MATCH PROPOSED DRIVEWAY GRADE WITH NATIVE PROCESSED GRAVEL (MASS HIGHWAY SPEC. M1.03.1) USE OF RECYCLED MATERIALS, "ABC" OR "T" BASE MAY ONLY BE USED WITH OWNERS APPROVAL. � PLACE APPROPRIATE CRUSHED STONE OR SHELL SURFACE Wl APPROX. I IN. COMPACTED THICKNESS - 11. THE RE -GRADED LAND AREAS AFFECTED BY THE RPOJECT SHALL BE SHAPED USING APPROPRIATE SUBSOILS AND! OR TOPSOILS. RESTORE LAWN AREAS WITH h NATIVE FESCUE GRASS SEED. 13. ALL TREES NOT FLAGGED FOR REMOVAL SHALL BE PROTECTED FROM CONTACT WITH MACHINERY. NO EARTH STOCKPILE OR DVNAPPROPRIATE GRADE CHANGE IS PERMITTED TO AFFECT ANY TREE. 1 inch = 20 ft Yarmouth SEP16 2014 EIVED KRISTOFF.DWG -3j312014-WORK`LAIfT_PER--CONS.—COM. - 7/11/2014 ADDED PROPOSED UTILITIES 7/11/2014 REVISED PROPOSED GARAGE & DRIVEWAY LOCATION 12/30/2013 REVISED PROPOSED DWELLING & DRIVEWAY 3/19/2013 REVISED PROPOSED CONTOURS REVISIONS TOPOGRAPHIC PLAN OF LAND SHOWING PROPOSED DEMOLITION AND RECONSTRUCTION OF 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 _�eu'tsed 4Waje&