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HomeMy WebLinkAbout83-1918 - Topographic PlanBPNrNMARx: 1 PK NAIL SET IN PAVEMENT ELEV. = 12.5 1 L a f J Z PARCEL 101 GARY AND KATHLEEN WALKER 62 PLEASANT STREET SOUTHYARMOU'lil, MA 02664 C] 89.49ENTIRE PARCEL IS CONTAINED WITHIN THE RIVERFRONT AREA 1 - - - - - - - - - - - - -- LtWT OF 104 FT. BUFFE{I � i N0/moo CATCH BASIN 0 M1p O C _ m / o I I 2 a© a � © o i ACCESS \ l: I EDGE�69 — — i ELEC ' ( OF LAWN\ PANEL ` l k1v � IN HATCHED ZONE MANAGE INVASIVE Y 15' CONC. PIPE INV.=4.4 _ — RESTORE RIPRAP IN ROAD LAYOUT AROUND OUTFALL PIPE ME �ftm 1 1 F rWI® m PLAN 'D '*Z or MAR9h BASS RIVER 1 inch = 20 2L COAST20 PROPOSED STONE VETMENT 15 I - BANK EXISTING GROUND SLOPE FACE 100 YR FLOOD 1:1.5 SLOPE 1:1 10 • ELEV,-9 TOP OF STONE ELEV.. = 6.0 SALT MARSH 5 0 ,V L p o° TOE OF STONE ELEV. _ -2 p 10 20 -� 30 40 PROFILE A -A 1 " = 10' APPROXMATE 50' L PIER SEBMENTJJJ TO BE MODIFIED APPROVED PLANT DATE �1- PLANTS AND RESTORE / AS PER NOTES. / / J/ E �CiINE ^ \ ` is c 1w REWORK PIER FRAME AT LOWER ELEV. MEW UAKMDAII �0 e Pl ANT RMIDRAT1Qi(N]St m ♦ GENEML DESCHMION: ♦ VEGETATION RECLAIMATION IN THE HATCHED AREA SHOWN ON THE PLAN SHALL BE MANAGED IN GENERAL, CONFORMANCE AS DESCRIBED. ♦ A WORK LIMIT SHALL BE FITTED WITH A FABRIC3IGT:1 MCE TO SEGREGATE THE WORK FROM THE MARSH AREA • WITHIN THE HATCHED ZONES THE INVASIVE, NUISANCE VEGETATION PREDOMINANTLY RUSH HOINP YSI1f KBE AND 2a RnULS V'EET, ENGLISH IVY AND OLD PRIVET SHALL BE RWM REMOVED WITH EFFORTS TO REMOVE ROOTS BY CHAINING ANHPULLING. REMEDIAL EFFORTS TO PAINT THE RE.MMINING STEMS WITH AN APPROVED HERBICIDE ON A MAINTENANCE BASIS IS INTENDED TO ELIMINATE THE RECURRENCE OF THE NUISANCE VEGETATION OVER TIME. ♦ LN THE AFFECTED HATCHED ZONE THE SPECIFIC PLANT SPACING FOR REPLACEMENT SHRUBS SHALL BE CONSISTENT WITH NORMAL NURSERYMENS' PRACTICE TO ACHIEVE AN INITIAL SUITABLE DENSITY OWING TO THE SLECTED STOCK SIZE AND FUTURE PROSPECT OF PROPER GROWTH ALLOWING PLANTS TO FILL IN. SUCH NATIVE SHRUBS AS VIBURNUM,NORTHER.N BAYBERRY, BEACH PLUM, AS INDICATED AND OTHER NATIVE COASTAL HARDY SPECIES THAT ARE CONSIDERED ACCEPTABLE FOR THE COASTAL BUFFER ZONE. A THICKET OF DENSE, WOODY NATIVE S-1. i2 LOCUS / SOUTH YARMOUTH, MA KEY MAP NO SCALE SHRUBS IS THE DESIRED OUTCOME. S 9Rtic n CONSTRUCTION NOTES �� • SHRUB SIZE SHALL BE NO LESS THAN 3 GALLON DECK EL.=9.0 ♦ EASTERN RED CEDAR TREES SHALL BE 6 FT. BALLED AND 1. ELEVATIONS REFER TO NGVD 1929. TRANSFER THE ELEVATION BENCH MARK RURLAPPKD FROM THE PK NAIN IN NORTH COVE LANDING TO THE IMMEDIATE WORK • ALL PLANTING HOLES SHALL BE PROPERLY PREPARED IN DECK EL=7.0 AREA AS NEEDED, ACCORDANCE WITH STANDARD LANDSCAPE PRACTICE. 2. LOCUS: YARMOUTH ASSESSORS' MAP41, PARCEL 102 ♦ PROVIDE WATER AT REGULAR INTERVALS TO ALL 3, PLAN REFERENCE: LCP 7844 B LOT 3 AND A TOPOGRAPHIC SURVEY DURING PLANTINGS. DEEP WATERING IS RECOMMENDED FOR THE DECEMBER, 2011 PREPARED FOR CAPE COD ENGINEERING, INC. BY FIRST 4 WEEKS, AND APPROX. i" OF WATER PER SCBOFILELD BROTHERS OF CAPE COD, ROBERT FREEMAN, PIS WEEK.DURING THE FIRST GROWING SEASON. 4. CONSTRUCTION ACCESS SHALL HE VIA THE ACCESS ROUTE SHOWN ON THE • REMOVAL AND TRIMMING OF THE BITTERSWEET VINES AND PLAN. MINIMAL VEGETATION ALTERATION SHALL OCCUR TO PROVIDE THE ANY BUSH HONEYSUCKLE SHRUBS WITHIN THE BUFFER MINIMUM AREA NECESSARY TO ACCESS THE WORK ZONE. AREA OUTSIDE OF THE HATCHED ZONE IS ENCOURAGED AS 5, THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH NEEDED. THE INSTALLATION OF THE STONE BUTTRESS. MINIMAL SIZED EQUIPMENT PARCEL 100 DONNA & KARAM SKAF'F 56 PLEASANT STREET SOUTH YARMOUTH, MA 02664 NOTES: 1: SEE LAND COURT PLAN 7844-B, LOT 3 2. ELEVATIONS REFER TO NGVD 1929 BASED ON BENCHMARK STATION "M 28 PU" (EL: 12.04). (THIS BENCHMARK IS SHOWN AS REFERENCE MARK 16 ON FIRM 25001500040 WITH AN INCORRECT ELEVATION) * MAINTAIN 4 FT. DECK HEIGHT OVER MARSH SURFACE 2"x4" w/ 2"x6' RAIL CAP PIER FRAME DETAIL (NO SCALE) REWORK LAN',RAFD SEGMENT TO MATCH DECK ELEV. = 7.0 TRIM PLBLIC ACCESS STAIRS TO MATCH RUBBER TRCK MINI -EXCAVATOR SHALL BE USED TO ACCOMPLISH THE PROPOSED WORK WITH CONSIDERATION GIVEN TO THE RESPECTIVE STONE SIZES. NO EQUIPEMENT IS PERMITTED ON THE EAST SIDE OF THE WORK LIMIT. 6. ONLY THE AREA FOR EQUIPMENT ACCESS AND THE MINIMAL AREA NECESSARY AT THE TOE OF THE BANK MAY BE ALTERED. THIS AREA SHALL BE DIRECTLY ALONG THE LINE OF THE TOE STONE. J7. A WORK i AMIT, AS SHOWN ON TIM PLAN, SHALL BE STAKED, FLAGGED FOR COMM-iSSION STAFF REVIEW PRIOR TOCONSTRUCTION. WORK LIMIT SHALL THEN BE FITTED WITH A STAKED FABRIC SH.T FENCE is ALL FIELD STONE AND BEDDING STONE SHALL BE OF CLEAN COMPOSITION, FREE OF ANY DEBRIS, ORGANICS OR FINES SUCH AS SILT OR CLAY. 9. FILTER FABRIC SHALL BE MIRAF1600X, SINGLE LAYER OR APPROVED EQUAL. THE FABRIC SHALL BE PLACED WITH SEAMS VERTICALLY ALIGNED, WITH A MINIMUM OF 3 FT. OVERLAP. EACH RIN OF FABRIC SHALL BE FIRMLY PINNED TO THE SLOPE TO WITHSTAND MOVEMENT DURING THE STONE SETTING. 10. BEDDING STONE SHALL BE OF NATIVE, BANK RUN COBBLE STONE OR CRUSHED NATIVE GRANITE OF 4 INCH (VHNUS) DIAMETER 11. FACE STONES SHALL BE OF NATIVE GRkNrrF, FIELD STONES AND SMALL. BOULDERS AS SPECIFIED FOR WEIGHT ON THE TYPICAL PROFILE DETAIL. SELECT PRIMARILY UNIFORM, ANGULAR STONE SHAPES AND FIT INTO PLACE FOR MAXIMUM STABILITY. FACE STONES SHALT. FIRMLY CONTACT THE RED STONES AND FACE STONES DIRECTLY AWACENT. FACE ROUGHNESS SHALL. BE ON A SCALE OF 0.5 FT. TO 1.0 FT. 12. DISTURBED EARTH AREAS ABOVE THE COMPLETED STONE ARRAY ON THE BANK AND THE ACCESS ROUTE SHALL BE PLANTED WITH COASTAL HARDY PLANTS CONSISTENT WITH EXISTING CONDITIONS 13.REMAMG EXCESS FIELD STONES- AND BEDDING STONE SHALL BE REMOVED FROM THE BUFFER ZONE UPON COMPLETION. 14. HE TOWN WAY DRAIN OUTFALL SHALL. BE INSPECTED AND THE CONFINING RIP RAP STONES SHALL BE AUGMENTED AS NECESSARY. CONSULT WITH TOWN OF YARMOUTH ENGINEERING AND HIGHWAY DEFT. ACCORDINGLY. IS. THE UPLAND ACCESS ROUTE AND WORK SITE SHALL BE GRADED, RAKED OUT AND RESTORED TO THE PRE CONSTRUCTION CONTOUR AND CONDITION THE AND SHALL BE OVER • SEEDED WITH NATIVE GRASS AS EXISTS TODAY. TOPOGRAPHIC PLAN SHOWING PROPOSED CONSTRUCTION OF A STONE WALL EMBANKMENT AND RELATED BANK STABELIZING MEASURES AT 62A PLEASANT STREET SOUTH YARMOUTH, MA ASSESSORS MAP 61, PARCEL 102 PREPARED FOR SUSAN AND DEWITT DAVENPORT VARY 13, 2012 SCALE - AS NOTED RF PREPARED BY CAPE COD ENGINEERING, INC. ' • ROBERT M. PERRY, P.E. P.O. BOX 1517 e a EAST DENNIS, MA 02641 DAVENPORT.DWG NAL 508-385-1445 DECK EL.=9.0 2"x4" MIDRAIL MATCH DECK EL. DECK EL=7.0 2"x6" DECKING NEW STRINGER 3 3"x8" STRINGERS � i'x8" SPLIT CAP 12' PIER FRAME DETAIL (NO SCALE) REWORK LAN',RAFD SEGMENT TO MATCH DECK ELEV. = 7.0 TRIM PLBLIC ACCESS STAIRS TO MATCH RUBBER TRCK MINI -EXCAVATOR SHALL BE USED TO ACCOMPLISH THE PROPOSED WORK WITH CONSIDERATION GIVEN TO THE RESPECTIVE STONE SIZES. NO EQUIPEMENT IS PERMITTED ON THE EAST SIDE OF THE WORK LIMIT. 6. ONLY THE AREA FOR EQUIPMENT ACCESS AND THE MINIMAL AREA NECESSARY AT THE TOE OF THE BANK MAY BE ALTERED. THIS AREA SHALL BE DIRECTLY ALONG THE LINE OF THE TOE STONE. J7. A WORK i AMIT, AS SHOWN ON TIM PLAN, SHALL BE STAKED, FLAGGED FOR COMM-iSSION STAFF REVIEW PRIOR TOCONSTRUCTION. WORK LIMIT SHALL THEN BE FITTED WITH A STAKED FABRIC SH.T FENCE is ALL FIELD STONE AND BEDDING STONE SHALL BE OF CLEAN COMPOSITION, FREE OF ANY DEBRIS, ORGANICS OR FINES SUCH AS SILT OR CLAY. 9. FILTER FABRIC SHALL BE MIRAF1600X, SINGLE LAYER OR APPROVED EQUAL. THE FABRIC SHALL BE PLACED WITH SEAMS VERTICALLY ALIGNED, WITH A MINIMUM OF 3 FT. OVERLAP. EACH RIN OF FABRIC SHALL BE FIRMLY PINNED TO THE SLOPE TO WITHSTAND MOVEMENT DURING THE STONE SETTING. 10. BEDDING STONE SHALL BE OF NATIVE, BANK RUN COBBLE STONE OR CRUSHED NATIVE GRANITE OF 4 INCH (VHNUS) DIAMETER 11. FACE STONES SHALL BE OF NATIVE GRkNrrF, FIELD STONES AND SMALL. BOULDERS AS SPECIFIED FOR WEIGHT ON THE TYPICAL PROFILE DETAIL. SELECT PRIMARILY UNIFORM, ANGULAR STONE SHAPES AND FIT INTO PLACE FOR MAXIMUM STABILITY. FACE STONES SHALT. FIRMLY CONTACT THE RED STONES AND FACE STONES DIRECTLY AWACENT. FACE ROUGHNESS SHALL. BE ON A SCALE OF 0.5 FT. TO 1.0 FT. 12. DISTURBED EARTH AREAS ABOVE THE COMPLETED STONE ARRAY ON THE BANK AND THE ACCESS ROUTE SHALL BE PLANTED WITH COASTAL HARDY PLANTS CONSISTENT WITH EXISTING CONDITIONS 13.REMAMG EXCESS FIELD STONES- AND BEDDING STONE SHALL BE REMOVED FROM THE BUFFER ZONE UPON COMPLETION. 14. HE TOWN WAY DRAIN OUTFALL SHALL. BE INSPECTED AND THE CONFINING RIP RAP STONES SHALL BE AUGMENTED AS NECESSARY. CONSULT WITH TOWN OF YARMOUTH ENGINEERING AND HIGHWAY DEFT. ACCORDINGLY. IS. THE UPLAND ACCESS ROUTE AND WORK SITE SHALL BE GRADED, RAKED OUT AND RESTORED TO THE PRE CONSTRUCTION CONTOUR AND CONDITION THE AND SHALL BE OVER • SEEDED WITH NATIVE GRASS AS EXISTS TODAY. TOPOGRAPHIC PLAN SHOWING PROPOSED CONSTRUCTION OF A STONE WALL EMBANKMENT AND RELATED BANK STABELIZING MEASURES AT 62A PLEASANT STREET SOUTH YARMOUTH, MA ASSESSORS MAP 61, PARCEL 102 PREPARED FOR SUSAN AND DEWITT DAVENPORT VARY 13, 2012 SCALE - AS NOTED RF PREPARED BY CAPE COD ENGINEERING, INC. ' • ROBERT M. PERRY, P.E. P.O. BOX 1517 e a EAST DENNIS, MA 02641 DAVENPORT.DWG NAL 508-385-1445