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HomeMy WebLinkAboutplan(N a a_ a M a 0 N M N N 0 ZZ 0 v v V) J Q CL Q 2 a_ rn CV N N O N 0 i 0 0 v Q 0 CL J o+ 3 O Z I 0 N O fl- co �3 0 T N 0 0 0 N r- 0 o.: ci E v z a� U_ COIR ENVEL OPE PLA CEMENT PROPOSED 8" SAND COVER - PLANTED WITH BEACH GRASS COIR ENVELOPES 3'± x 3'f EXISTING BEACH FACE ± -2.0' V TOE ANCHOR POSTS SPACED 3' O.C. 10' LONG 7' BELOW ENVELOPE (4"x4"x10' GREEN OAK) �f 10.0' + 5.0' t 2.0' NOTES: 1.) EACH ENVELOPE SECTION 40' LONG. ENVELOPE SECTIONS TIED TOGETHER AT EACH END TO FORM A CONTINUOUS ENVELOPE. 2.) 10' WIDE COIR MATTRESS AT TOP TO PREVENT SOIL EROSION BEHIND ENVELOPES. 3.) 8" OF SAND COVER SHALL BE PLACED UPON INSTALLATION. AFTER INSTALLATION, IF THE SAND COVER IS LESS THAN 4", SAND FILL SHALL BE PLACED TO RESTORE THE COVER TO 8". 4.) BEACH GRASS TO BE PLANTED AT 12" O.C., 2 CULMS/HOLE. NOTES: 1. THIS PLAN IS BASED ON A LIMITED SITE SURVEY ON MAY 11, 2020. THERE ARE OTHER EXISTING FEATURES THAT ARE NOT DEPICTED ON THIS PLAN. 2. ADDITIONAL WETLANDS ON THE PROPERTY BEYOND 100' FROM PROPOSED WORK AREA. 3. LIMITED SURVEY OF AREA BETWEEN THE DWELLING AND THE BASS RIVER. 4. SEPTIC SYSTEM LOCATION IS ON THE FRONT SIDE OF THE DWELLING ACCORDING TO A SEPTIC AS -BUILT CARD ON FILE WITH THE YARMOUTH BOARD OF HEALTH. SEPTIC SYSTEM LOCATION IS OUTSIDE OF THE PROPOSED WORK AREA. 5. ALL LOCATIONS AND UTILITIES TO BE CONFIRMED PRIOR TO ANY CONSTRUCTION. 6. THIS PLAN IS BASED ON NAVD-1988 DATUM. A WATER LOGGER / TIDE GAGE WAS SET UP NEAR THE SITE AND MLW WAS RECORDED AS -1.0 OVER A TWO WEEK CYCLE. MHW WAS LOGGED AS ELEVATION + 1.5. 7. THE COIR ENVELOPES ARE NOT PERMANENT STRUCTURES. THEY ARE A BIODEGRADABLE TEMPORARY SOLUTION. 8. THE TEMPORARY ACCESS ROAD TO THE BEACH SHALL BE RESTORED TO ITS ORIGINAL CONDITION. COIR ENVEL OPE DETAILS 20 OZ. JUTE INNER LINER LAYER 1000 GR. OUTER COIR LAYERS BEACH COMPATIBLE SAND FILL COIR ENVEL OPE DETAIL NOT TO SCALE PROPOSED SACRAFlCIAL COIR ROLLS TO BE PLACED 661 *S.F. N4124'05"E 12'f 61-1 SALT MARSH Ko h SM SM-200 <v 51 t PROPOSED COIR ROLLS 168f LF. 467t S.F. J All ux-rum THE / D 0 . ,, 4- COASTAL BANK TOP OF ENVELOPE CLOSURE STITCH SPACEING 2.5" MATERIAL OVERLAP 6" ;OIR ENVELOPE SECTION SIZE �3'x3'X40' 0+00 0+20 0+40 0+60 0+80 1+00 PROFILE A —A LOCUS INFORMATION CURRENT OWNER: TITLE REFERENCE: PLAN REFERENCE: ASSESSORS MAP: PARCEL: ZONING . DISTRICT: SETBACKS: MINIMUM LOT SIZE: EXISTING LOT SIZE: NITROGEN SENSITIVE ZONE: FEMA FLOOD ZONE DISTRICT: OVERLAY DISTRICT: GERALD & MARIAN B. MANNING TRUSTEES GERALD MANNING LIVING TRUST DEED BOOK 25668 PAGE 293 PLAN BOOK 586 PAGE 61 120 1.3 R-40 FRONT 30' SIDE 20' REAR 20' 40,000 S.F. 215,482t S.F. (4.95 ACRES) NOT IN A ZONE II ZONE "X" & ZONE "AE—EL9" DATED 7/16/2014 PANEL # 25001CO583J NONE THIS SET OF PLANS IS FOR PERMITTING ONLY AND NOT FOR CONSTRUCTION. (THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION SPECIFICATIONS) CB/DH FOUND & HELD , N /F \ JAMES S. & MERYL E. KAYE ,10 k 125 MAYFLOWER TERRACE R=662.12' ASSESSOR MAP 120 �4,-7,zrj PARCEL 1.2.1 L=11.00' 4J Qy 0 I � ` -76 SM-106� <F _ �_ _ 3 ? ® un DECK y F p0 P .� GRAVEL \ SM-1Cm�= <13 `L d [pRIVEWAI „> / 1 is p 2 STORY WOOD FRAME HOUS #121 a F.F. ELEV. - 19.2' gT BENCHMARK SET T.O.F. ELEV. - 17.8' I TOP SPIKE SET BUILT 200 = P ELEV. = 12.38' pGF' v111/ v111/ �y� . SLATE '� �. I ono o. NAVD 88 s:, — — SM 104 _. a �� �` PATIO 9 o g , vIII. — �:• �g 'All z< �l \111/ SM-103 eN� C �9ti fir. U GMETVN ' w _ SALT MARSH v111/ c — umG r= i 4A 1,A PROPOSED ;. ` y TEMPORARY } ` ,` � ACCESS �t F` 0o' to h;, 111. >g ,r y M F \ ROAD o`ro. 101 GENERA 01 �o SM-100 \III/ V 3 GE G F > L � o, WF-105�� \ o a.. a°..w 0 WF-101�il 'o \III/ £` Z Z Q o MHW WF-100 — � N 228, N5 2 N /F TOWN OF YARMOUTH BUTTERCUP LANE ASSESSOR MAP 119 PARCEL 38 S5 27'16-W 38�� LOT IA 295, 482± S.F (4.95ACRES) N/F GERALD & MARIAN B. MANNING TRS GERALD MANNING LIVING TRUST 121 MAYFLOWER TERRACE ASSESSOR MAP 120 PARCEL 1.3 MA MAINLAND NAD 83 S13 OS 5S�"W 2 S3'32 40"W 126.19* N /F DAVID F. & LESA C. DOVELL rn � 117 MAYFLOWER TERRACE ASSESSOR MAP 119 oPARCEL 57 0 N /F RICHARD & JEAN GORSKI 117 MAYFLOWER TERRACE ASSESSOR MAP 119 gyp. PARCEL 56 CB/DH FOUND & HELD c c CB/DH FOUND j & HELD /w `t a O N O W W Q BASS RIVER LOCUS �VO F9 MAYFLOWER TERR LOCUS MAP NOT TO SCALE I CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON THIS PLAN ARE CORRECT. 14 OF `� KIEiiAN J. HEALY NO. 48135 Q KIERAN HEAL PLS DATE FOR THE BSC GROUP PLAN TO ACCOMPANY A NOTICE OF INTENT 121 MAYFLOWER TERRACE IN YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) PROPOSED COIR ENVELOPES NOVEMBER 10, 2022 N0. DATE DESC. PREPARED FOR: GERALD MANNING 121 MAYFLOWER TERRACE SOUTH YARMOUTH, MA 02664 gerrymanning@comcast.net Y:: BSC GMOUP ,s.,.. i....z..r i 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2022 BSC Group, Inc. SCALE: 1 " = 30' 0 15 30 60 FEu FI LE:...-YAR\5072000\SURVEY\DRAWINGS\50720-EXC-.dw DWG. NO: 6854-01 SHEET 1 OF 1 JOB. NO: 50720.00