The URL can be used to link to this page

Home My WebLink About83-1881 - Landscape PlanROGER r t BASS _ _" - PROPOSED 2' X B' F SITT NG/STORAGE AREA r< ff- r' F � r , ., ,'y f` t _ • ' ti' z�� '.(�'. i' Kar � � �� • I� ,, � . GALVANIZED EL: 6P76E _6 OF COPE_ _ _ MANAGEMENT VEGETATION] OP QF SAREASEE NOTE 5. PROPOSED VEGETATION a... 2°5 MANAGEMENT AREA; _ w SEE NOTE 4. L, 70� FLOOD ZONE A5, EL-6ORT ' NGVD f` f w PION OF FENCE w — LL TO BE REPLACED PROPOSED w HAYBALE SILTFENCE PORTION OF WALKWAY - _ PROPOSED WALL I -. ` TO -BE -RECONFIGURED _ —10{ �. PROPOSED RECONSTRUCTED EXTENSION INTO _ _ _ ., RETAINING WALL; TOP OF GRADE EL.=16' l m _ 6 E 0 EXISTING PINE TREE - a' - NEW WALL ' SECTION A A) TO BE REMOVED T GALVANIZED j X01 v �' STEEL SPIKE I �� j y ��"'�— J.,,. EL: = 6.76 PROPOSED DECK n ITC- DECK EXTENSION r DECK EL.=22.5' o IV+I O I PROPOSED 2' HIGH +? � RETAINING WALL; ' EL=23'± i u -H PROPOSED 18' X 18' PATIO; EL.=21'± EXISTING PROPOSED 8' HIGH DWELLING ' STEP -OVER WALLS GJ MAP 101, PARCEL 163 N/F V) LONG POND ACRES ESTATESLd ' p; v - O o -H MAP 101, PARCEL 161 MAP 101, PARCEL 162 N/F N/F JOHN E. & ALDONA A. JAMES F. & SUSAN MATTIE MCLAUGHLIN �- 125.00' BLUE ROCK ROAD SITE PLAN 10 Q 10 20 40 SCALE: 1"=20' CONSTRUCTION NOTES: 1. THE SCOPE OF WORK FOR THIS PROJECT INCLUDES THE FOLLOWING: 1) REPLACEMENT OF THE EXISTING BLOCK RETAINING WALL AND RAISING THE HEIGHT TO 5' EXPOSURE, (2) REMOVAL OF ONE PITCH PINE TREE, 3) ADDITION OF A 2'X8' SITTING/STORAGE AREA TO THE EXISTING PIER, 4) RECONFIGURING THE EXISTING ELEVATED WALKWAY, 5) MANAGING THE INVASIVES IN THE VEGETATED BUFFER (SEE NOTE 5),6) CONSTRUCT A SMALL ADDITION TO THE EXISTING DECK, 7) ADD A PATIO AND 3 SMALL RETAINING WALLS TO THE AREA NORTH OF THE UPPER DECK, AND 8) PROVIDE NATURAL EROSION CONTROL TO THE SCARPED AREA SEAWARD OF THE EXISTING VEGETATED BUFFER. 2. ELEVATIONS REFER TO NGVD. CONTACT SHOREFRONT CONSULTING FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED. 3. CONSTRUCTION ACCESS SHALL BE VIA THE ACCESS ROUTE SHOWN ON THE PLAN AND DIRECTLY OVER THE APPLICANT'S PROPERTY. STAGING AREA FOR MATERIAL SHALL BE IN THE DRIVEWAY. 4. THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE INSTALLATION OF THE NEW RETAINING WALL, DECK EXTENSION, AND PATIO. EQUIPMENT AND MATERIALS HANDLING SHALL BE IN ACCORDANCE WITH THE WORK PROTOCOL SUBMITTED WITH THE NOTICE OF INTENT, THE RESULTING ORDER OF CONDITIONS AND AS DIRECTED BY THE YARMOUTH CONSERVATION AUTHORITIES. 5. THE EXISTING VEGETATED BUFFER CONSISTS OF INVASIVES (BITTERSWEET, ETC.) AND VARIOUS OVERGROWN VEGETATION. IT IS THE INTENT OF THIS APPLICATION TO REMOVE ALL INVASIVES, CUT BACK OVERGROWN VEGETATION THAT EXTENDS OVER THE SCARP, AND REDUCE THE OVERALL HEIGHT TO FIVE (5) FEET. THE AREA SEAWARD OF THE SCARP WILL BE NOURISHED WITH CLEAN FILL, AND VEGETATED WITH SPARTINA PATENS AS NEEDED. 6. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RETURNED TO THEIR PRE -CONSTRUCTION CONDITION. ALL WORK SHALL BE INSPECTED BY SHOREFRONT CONSULTING AND RECEIVE APPROVAL BEFORE REMOVING EQUIPMENT FROM THE SITE. 7. THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND RESTORED TO RESEMBLE THE PRE -CONSTRUCTION CONTOURS AND CONDITIONS. 8. THE CONTRACTOR SHALL OBTAIN A COPY OF THE ORDER OF CONDITIONS ISSUED FOR THE PROJECT BY THE YARMOUTH CONSERVATION COMMISSION PRIOR TO THE START OF ANY WORK. 9. THE ELEVATED WALKWAY AND STAIRS SHALL BE RECONFIGURED AS SHOWN IN SECTION A -A (PROPOSED). 10. THE 2'X 8' SITTING/STORAGE AREA SHALL BE FRAMED TO MATCH THE EXISTING PIER. 11. THE PROPOSED DECK EXTENSION SHALL BE FRAMED TO MATCH THE EXISTING DECK, 12. A PORTION OF THE EXISTING FENCE FROM THE SHED TO THE WATER'S EDGE SHALL BE REPLACED IN-KIND, AND IN THE SAME LOCATION. 13. THE EXISTING PINE TREE SHALL BE REMOVED ENTIRELY, INCLUDING THE STUMP. ALL MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED FACILITY. 14. THE EXISTING TIMBER RETAINING WALL SHALL BE REMOVED ONLY AS NECESSARY FOR INSTALLATION OF THE GEOGRID. ALL MATERIAL SHALL BE DISPOSED OF AT AN APPROVED OFFSITE FACILITY. r1plT l BUFFER ZONE CONSISTS OF LAWN AND BRUSH VEGETATION EXISTING DWELLING 21 20 EXISTING DECK; EXISTING SHRUBS (TO BE RELOCATED) TOP OF l COASTAL BANK SLOPE SALT MARSH �) 0 EX. VEGETATION `APPROXIMATE MHW (ALONG EDGE OF MARSH) G�fA T A KfSTCRN EDGE OF EXISTING VEGETATION EXISTING ELEVATED (INVASIVES AND BRUSH; VARIES) WALKWAY, AND PIER; DEQE LICENSE NO. 1770 TOP OF YARMOUTH, MA /COASTAL BANK --_--""-- ------- "-- SECTION A A (EXISTING SCALE. 1'=10' RUSH EXISTING DWELLING WALKWAY AND STAIRS TO BE RECONFIGURED - PROPOSED FILL W/(LOAM AND SEED); PROPOSED RELOCA eT, VOLUME=85t CU. YDS. SHRUBS (TYP) EL. =22.5' ?0 FENCE F_. TOP OF WOOD WALL TOCW tG- X 3.39 1C -4- 12 DATE N ION 10 _ EXISTING_WOODE 4 I WALL,! EL - 14 S -" REMO/ED) 6 - ----I. DRAWING NO. MATT 0 ? EXISTING SHRUBS (TO BE RELOCATED) TOP OF l COASTAL BANK SLOPE SALT MARSH �) 0 EX. VEGETATION `APPROXIMATE MHW (ALONG EDGE OF MARSH) G�fA T A KfSTCRN EDGE OF EXISTING VEGETATION EXISTING ELEVATED (INVASIVES AND BRUSH; VARIES) WALKWAY, AND PIER; DEQE LICENSE NO. 1770 TOP OF YARMOUTH, MA /COASTAL BANK --_--""-- ------- "-- SECTION A A (EXISTING SCALE. 1'=10' RUSH EXISTING DWELLING WALKWAY AND STAIRS TO BE RECONFIGURED - PROPOSED FILL W/(LOAM AND SEED); PROPOSED RELOCA eT, VOLUME=85t CU. YDS. SHRUBS (TYP) AINING WALL; = 16'± (SEE WALL AIL B -B) � I ' I I I i j 2i o fio 50 C, 70 PO SECTION _A -A (PROPOSED) .-A7 tT 4' NF Fitt GATE ; ( � "FCi 9' a. NO AX, i f. M4 fej t•= vPLE{x?{a,j" WALL DETAIL ISOMETRIC VIEW NO SCALE EXISTING OR 90 1^Q I i Q ';i0 X DRAINAGE SWALE CAP LANDSCAPE SEAL WALL BLOCK; "IDEAL" FOLD GEOTEXTILE DE BACK BRAND OR EQUAL (TYP) FR DRAINING •29 GEOTEXTILE FILTER GREGATE ALL AROUND 5 5.33'± EXPOSED HEIGHT NATURAL SOIL OR " RETAINED BACKFILL ` 4. EXISTING GRADE GEOGRID (TYP) EXISTING WALLS. ;+ LEVELING PAD; STONE {SEE NOTE. 14) OR CONCRETE DRAINAGE COLLECTION 5' MIN. PIPE (OPTIONAL) PREPARED NATURAL SOIL. FOUNDATION SECTION B -B WALL DETAIL SCALE: 1/4"=1' fi> OFP4 o1 S FFF� S7E4Q h r^^ PI KEY MAP NO SCALE PLAN REFERENCES: l-L FIRM MAP COMMUNITY PANEL #250015 0002 REVISED JULY 2, 1992. SITE IS LOCATED IN ZONE A5 (EL.=6') ASSESSORS MAP 101, PARCEL 162 ELEVATIONS REFER TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD 29). FOR REFERENCE SEE: LAND COURT CERTIFICATE #171769 LAND COURT PLAN 32679-B, SHEET 7 OWNERS OF RECORD: JAMES F. MATTIE SUSAN MATTIE TOPOGRAPHIC SURVEY DATA SHOWN ON THIS PLAN WAS PROVIDED BY SCHOFIELD BROTHEF OF CAPE COD BASED ON A FIELD SURVEY DURING APRIL, 2010. SCHOFIELD BROTHERS C CAPE COD IS RESPONSIBLE FOR THE TOPOGRAPHIC DATA ONLY. ALL DESIGN DATi DETAILS AND NOTES PREPARED BY OTHERS. PROFESSIONAL LAND SURVEYOR THE PROPOSED WORK IS NOT LOCATED WITHII A NHESP BOUNDARY AND THEREFORE IS NOT SUBJECT TO MESA REVIEW. LEGEND - - - ?0 FENCE F_. TOP OF WOOD WALL TOCW TOP OF CONCRETE WALL X 3.39 SPOT ELEVATION -4- 12 DATE N ION 10 _ EXISTING_WOODE LIMIT OF WORK/ACCESS I WALL,! EL - 14 S -" REMO/ED) 6 - ----I. DRAWING NO. MATT I or ' r C 10 AINING WALL; = 16'± (SEE WALL AIL B -B) � I ' I I I i j 2i o fio 50 C, 70 PO SECTION _A -A (PROPOSED) .-A7 tT 4' NF Fitt GATE ; ( � "FCi 9' a. NO AX, i f. M4 fej t•= vPLE{x?{a,j" WALL DETAIL ISOMETRIC VIEW NO SCALE EXISTING OR 90 1^Q I i Q ';i0 X DRAINAGE SWALE CAP LANDSCAPE SEAL WALL BLOCK; "IDEAL" FOLD GEOTEXTILE DE BACK BRAND OR EQUAL (TYP) FR DRAINING •29 GEOTEXTILE FILTER GREGATE ALL AROUND 5 5.33'± EXPOSED HEIGHT NATURAL SOIL OR " RETAINED BACKFILL ` 4. EXISTING GRADE GEOGRID (TYP) EXISTING WALLS. ;+ LEVELING PAD; STONE {SEE NOTE. 14) OR CONCRETE DRAINAGE COLLECTION 5' MIN. PIPE (OPTIONAL) PREPARED NATURAL SOIL. FOUNDATION SECTION B -B WALL DETAIL SCALE: 1/4"=1' fi> OFP4 o1 S FFF� S7E4Q h r^^ PI KEY MAP NO SCALE PLAN REFERENCES: l-L FIRM MAP COMMUNITY PANEL #250015 0002 REVISED JULY 2, 1992. SITE IS LOCATED IN ZONE A5 (EL.=6') ASSESSORS MAP 101, PARCEL 162 ELEVATIONS REFER TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD 29). FOR REFERENCE SEE: LAND COURT CERTIFICATE #171769 LAND COURT PLAN 32679-B, SHEET 7 OWNERS OF RECORD: JAMES F. MATTIE SUSAN MATTIE TOPOGRAPHIC SURVEY DATA SHOWN ON THIS PLAN WAS PROVIDED BY SCHOFIELD BROTHEF OF CAPE COD BASED ON A FIELD SURVEY DURING APRIL, 2010. SCHOFIELD BROTHERS C CAPE COD IS RESPONSIBLE FOR THE TOPOGRAPHIC DATA ONLY. ALL DESIGN DATi DETAILS AND NOTES PREPARED BY OTHERS. PROFESSIONAL LAND SURVEYOR THE PROPOSED WORK IS NOT LOCATED WITHII A NHESP BOUNDARY AND THEREFORE IS NOT SUBJECT TO MESA REVIEW. LEGEND - - - EDGE OF MARSH FENCE TOWW TOP OF WOOD WALL TOCW TOP OF CONCRETE WALL X 3.39 SPOT ELEVATION 2— ELEVATION CONTOUR DATE N ION PROPERTY LINE orrIppop LIMIT OF WORK/ACCESS 011 MARSH PR ECT JAMES AND SUSAN MATTIE 190 BLUE ROCK ROAD YARMOUTH, MA TREE NO, DATE N ION HY 4ffEf TDLE PLAN SHOWING PROPOSED LANDSCAPING — PRaEcr No. S ` AS SI DATE O7/ PR ECT JAMES AND SUSAN MATTIE 190 BLUE ROCK ROAD YARMOUTH, MA ORAWN w CHMc W DRAWING NO. MATT SHOREFRONT CONSUL TING 290 CENTER STREET DENNISPORT, MA. 02639 (508) 280-8046 or