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Home My WebLink About83-1948 - plan of land004�'� 'o?ONE .? - EC _ 12 ISE Al2 EL 10 o �I 5 W Ill 3 ZONE 'B' a r I -- • SEE VEGETA71ON MGT. NOTES Foe • • INVASIVE PLANT MANAGEMENT NOTES ♦ GENERAL DE.SCRIPTION: ♦ VEGETATION RECLAIMATION IN THE HATCHED AREA SHOWN ON THE PLAN SHALL BE MANAGED BYEARTLETT TREE EXPERTS OFOSTERYHJE, MA. BY CONTRACT WITH THE OWNER ♦ THE BUSH HONEY -SUCKLE, BURNING BUSH EUONVMOUS, BHTERSWEET AND PRIVET, WHERE FOUND SHALL BE CUT LOW AND DABBED WITH APPROVED HERBICIDE IN ACCORDANCE WITH A PROTOCOL PROVIDED TO THE 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. ♦ 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.1" OF WATER PER WEELDURING THE FIRST GROWING SEASON. ♦ SHRUB LAYER SHALL BE MANAGED ON A SEMI ANNUAL BASIS FOR INVASIVES MANAGEMENT INSPECTION AND SHRUB PRUNING TO FOSTER ROOT GROWTH. ' 8s i r • • i REMOVE ELEC. NEPER AND SERVICE LME i — ' FL DO ZON fO6� o r • 4j' -„1 I y t GE \ex�sr, oP� LOCUS LEMS SAY YARMOUTH, MA I KEY MAP GENERALNOTES NO SCALE �l t-LEVATIONS REFER TO NGVD 1929. USE THE BENCHMARK WHICH IS THE SOUTHEAST CORNER CONCRETE PROPERTY BOUND MARKER C\ TOPOGRAPHIC AND LOT LINE DATA PROVIDED BY D0WN CAPE ENGINEERING, LNG 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 UTILITY LINES SHALL BE MARKED OUT AND PROTECTED UNLESS REPLACED. 1 SCAB; 13. RAge ` J • I o J - Fo. BENCHMARK: 6. A SUITABLY SIZED TRASH CONTAINER SHALL BE MAINTAINED AT THE WORK SITE p ✓ I �6 c AND EMPTIED ON A REGULAR BASIS. TOP OF CONC. BOUND (T-EXCAVATION/INSTALLATION CONTRACTOR SHALL VERIFYALL PLUMBING AND N m / % \ — / • oP� ELEV. = 14.9 OR UTH.IIY OR IRRIGATION CONNECTIONS AND ELEVATIONS WITH THE W \ ��. \ j / pPtl • OPS �A•/" r ff tiry _ �v 0 6 O ` �� / • 1 p • • CEDAR EES SAVE • TO YR. •FLOOD SEC • 10 • ___--9 • • • �ppR C'R • < 109, • PLAN P� 56 • l,: ENGINEER PRIOR TO MAKING CONNECTION TO EXISTING SEPTIC SYSTEM. / S. ROOF RUNOFF SHALL BE CONTROLLED WITH FRENCH DRAINS OR DRYWELLS TREE REMOVAL KEY UNTILL THE LAND AREA SURROUNDING THE DWELLING HAS 9. CONTACT CAPE COD ENGINEERING, INC. PRIOR TO SITE PREPARATION WORK 1. DBL. EASTERN RID CEDAR 7" - WIND FELLED, OCT. 31, 2012 AND / OR EXCAVATION TO REVIEW ADDITIONAL REQUIREMENTS. p i 10.DRIVEWAY MODIFICATION SHALL REQUIRE ALL BTTUMINUS, CRUSHED SHELL 2. DHL. BLACK CHERRY, 10" & 12" �P¢S� / BEING ABANDONED. VERIFY SUBSOIL QUALITY AND TOP DRESS WITH SUITABLE 3. 15 " BLACK OAK COMPACTED THICKNESS OF HIGH QUALITY TOPSOIL TO MATCH EXISTING GRADES. SEED AS REQUIRE& 4. 9" E.R. CEDAR SPS / ' REMOVED TO A SATISFACTORY DEPTH SUBJECT TO INSPECTION. PLACE SUBSASE 5. 6" E.R CEDAR AND COMPACT TO MATCH PROPOSED DRIVEWAY GRADE WITH NATIVE - PROCESSED GRAVEL (MASS HIGHWAY SPEC. M1.03.1) USE OF RECYCLED 6. 4" ORNAMENTAL(CRABAPPLE) / SEE VEGETATION 7. 11" E.R. CEDAR COMPACTED THICKNESS.. MANAGEMENT NOTES 8. 15" E.R. CEDAR/ `� a h FOR TREATMENT OF 9. DBLBLACKOAKS &6" h tee• HATCHED AREA �'� 'o?ONE .? - EC _ 12 ISE Al2 EL 10 o �I 5 W Ill 3 ZONE 'B' a r I -- • SEE VEGETA71ON MGT. NOTES Foe • • INVASIVE PLANT MANAGEMENT NOTES ♦ GENERAL DE.SCRIPTION: ♦ VEGETATION RECLAIMATION IN THE HATCHED AREA SHOWN ON THE PLAN SHALL BE MANAGED BYEARTLETT TREE EXPERTS OFOSTERYHJE, MA. BY CONTRACT WITH THE OWNER ♦ THE BUSH HONEY -SUCKLE, BURNING BUSH EUONVMOUS, BHTERSWEET AND PRIVET, WHERE FOUND SHALL BE CUT LOW AND DABBED WITH APPROVED HERBICIDE IN ACCORDANCE WITH A PROTOCOL PROVIDED TO THE 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. ♦ 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.1" OF WATER PER WEELDURING THE FIRST GROWING SEASON. ♦ SHRUB LAYER SHALL BE MANAGED ON A SEMI ANNUAL BASIS FOR INVASIVES MANAGEMENT INSPECTION AND SHRUB PRUNING TO FOSTER ROOT GROWTH. ' 8s i r • • i REMOVE ELEC. NEPER AND SERVICE LME i — ' FL DO ZON fO6� o r • 4j' -„1 I y t GE \ex�sr, oP� LOCUS LEMS SAY YARMOUTH, MA I KEY MAP GENERALNOTES NO SCALE �l t-LEVATIONS REFER TO NGVD 1929. USE THE BENCHMARK WHICH IS THE SOUTHEAST CORNER CONCRETE PROPERTY BOUND MARKER C\ TOPOGRAPHIC AND LOT LINE DATA PROVIDED BY D0WN CAPE ENGINEERING, LNG 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 UTILITY LINES SHALL BE MARKED OUT AND PROTECTED UNLESS REPLACED. 1 SCAB; 13. RAge ` J • I o J - Fo. BENCHMARK: 6. A SUITABLY SIZED TRASH CONTAINER SHALL BE MAINTAINED AT THE WORK SITE p ✓ I �6 c AND EMPTIED ON A REGULAR BASIS. TOP OF CONC. BOUND (T-EXCAVATION/INSTALLATION CONTRACTOR SHALL VERIFYALL PLUMBING AND N m / % \ — / • oP� ELEV. = 14.9 OR UTH.IIY OR IRRIGATION CONNECTIONS AND ELEVATIONS WITH THE W \ ��. \ j / pPtl • OPS �A•/" r ff tiry _ �v 0 6 O ` �� / • 1 p • • CEDAR EES SAVE • TO YR. •FLOOD SEC • 10 • ___--9 • • • �ppR C'R • < 109, • PLAN P� 56 • l,: >�l I inch = 20 fL SEP 16 2fl14 ENGINEER PRIOR TO MAKING CONNECTION TO EXISTING SEPTIC SYSTEM. i S. ROOF RUNOFF SHALL BE CONTROLLED WITH FRENCH DRAINS OR DRYWELLS UNTILL 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 i 10.DRIVEWAY MODIFICATION SHALL REQUIRE ALL BTTUMINUS, CRUSHED SHELL Q 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 REQUIRE& r 0 11. NEW DRIVEWAY AREAS SHALL HAVE ALL TOPSOIL AND ROOT MATERIAL. ' 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. >�l I inch = 20 fL SEP 16 2fl14 KRISTOFF.DWG 7/11/20141 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 ANDAMARK KRISTOFF 72 WHITE CEDAR ROAD WEST YARMOUTH, MA ASSESSOR'S MAP 9, PARCEL 7 DECEMBER 27, 2012 SCALE - AS NOTED PREPARED BY Of PIA" x -Pe x CAPE COD ENGINEERING, INC. - ROBERT M. PERRY, P.B. F ' P.O. BOX 1517 C4 nt EAST DENNIS, MA 02641 r ?- 508-385-1445 Y—ec„ secs /4 rp-�4cxw-la F1 Q , ENGINEER PRIOR TO MAKING CONNECTION TO EXISTING SEPTIC SYSTEM. S. ROOF RUNOFF SHALL BE CONTROLLED WITH FRENCH DRAINS OR DRYWELLS UNTILL 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 i 10.DRIVEWAY MODIFICATION SHALL REQUIRE ALL BTTUMINUS, CRUSHED SHELL Q 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 REQUIRE& r 0 11. NEW DRIVEWAY AREAS SHALL HAVE ALL TOPSOIL AND ROOT MATERIAL. ' 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 W/ APPROX.1 IN. COMPACTED THICKNESS.. 12. THE REGRADED LAND AREAS AFFECTED BY THE RPOJECT SHALL BE SHAPED USING APPROPRIATE SUBSOILS AND / OR TOPSOILS. RESTORE LAWN AREAS WITH h NATIVE FESCUE GRASS SEED. MALL TREES NOT FLAGGED FOR REMOVAL SHALL BE PROTECTED FROM CONTACT C WITH MACHINERY. NO EARTH STOCKPILE OR INNAPPROPRIATE GRADE CHANGE IS PERMITTED TO AFFECT ANY TREE. KRISTOFF.DWG 7/11/20141 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 ANDAMARK KRISTOFF 72 WHITE CEDAR ROAD WEST YARMOUTH, MA ASSESSOR'S MAP 9, PARCEL 7 DECEMBER 27, 2012 SCALE - AS NOTED PREPARED BY Of PIA" x -Pe x CAPE COD ENGINEERING, INC. - ROBERT M. PERRY, P.B. F ' P.O. BOX 1517 C4 nt EAST DENNIS, MA 02641 r ?- 508-385-1445 Y—ec„ secs /4 rp-�4cxw-la F1 Q ,