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Home My WebLink About83-1925 - Site Plan003N/F SPRAGUE W OHW PICKET FENCE BENCHMARK CONCRETE BOUND— EL.=19.24 (NA V88) I N/F MANNING 7 SWAN LAKE ROAD N/F CARROLL / / / 8.0' f JUNIPERUS VIRGINIA LINT/T OF 35' i NO DISTURB ZON£� N/F LOT LIMIT OF TOO- YEAR FLOODPLAIN £LEV.=120 (PRIVATE - 40' WIDTH) W _w— OHW <a3g LOTS 90&91p PROPOSED LEACH FIELD TEST PIT 1 19,665.t SF,.- 15,3081 5:4 EST PIT-• `'�y. UPLAlb o i8'� jI D BOX - .0, HIGH CAPACITY INFIL IPA RS oA /N/ WENCH FORM 7701V a SWAGE DISPOSAL S STEM DESIGN v DESIGNED BY O E S AND knI LS a r.Q APPROVED BY YARMOUTH B.O.H. 00 1 I -I lop. �z JI/ / `6Y�TgNO _O PROPOSE SEP77C TANK B\EEA. PIPE FOR}lOFF)PROPOSED 3/4" PROPOSED SINGLE - m FAMIL Y HOUSE Ki '" I PROPOSED O TOF=1820 o GRAVEL 'I DRIVEWAY 60.0' BH b A.' 'POSED DECK SO. Hair _ 36.0' jC4 Np FE\ i_� I_ I V� W EDGE Planl Lis/ SYMBOL SCIEN77FIC NAME COMMON NAME SIZE COUNT O ILEX WR77CILLATA W/NTERSERRY 18"-24" 3 O AROMA ARBU77FOLIA RED CHOKEBERRY 18"-24" 3 JUN/PERUS VIRGINIA EASTERN RED CEDAR 18"-24" 4 R RHODODENDRON MAXIMUM ROSE BAY RHODODENDRON 18"-24" 4 KALM/A LA TIFOLIA MOUNTAIN LAUREL 18"-24" 4 C5 CORNUS FLORIDA FLOWERING DOGWOOD 5-6' 1 7SUGA CANADENSIS EASTERN HEMLOCK 57=6' 1 THE PLANTS SELECTED ABOVE WERE CHOSEN FOR THEIR INDIGENOUS CHARACTERISTICS. THE CONTRACTOR SHALL SELECT FROM THIS LIST AND PLACE THE PLANTINGS AS SHOWN ON THE PLAN. IF OTHER PLANTINGS NEED TO BE SELECTED DUE TO AVAILABILITY OR AESTHETICS USE INDIGENOUS SPECIES ONLY. PLANTING BEDS SHALL BE MULCHED. ALL OTHER DISTURBED AREAS TO BE RAKED WITH 4" OF LOAMED AND HYDROSEEDED WITH LAWN SEED. IUNDI`.TURBED GROUND 20" MIN. I II II II II II I II 36" MIN. FENCE POST (STEEL 'T' TYPE OR 2" HARDWOOD) DRIVEN MIN. 16" INTO GROUND, 10' MAX. O.C. WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE, 6" MAX. MESH SPACING) SECURELY FASTENED TO POST W/ TIES OR STAPLES. FILTER FABRIC FASTENED OVER MESH, FABRIC OPENING SIZE SUITABLE FOR VERY FINE SILT/LOAM SOILS. STAKED BALES END TO END OF FLOW p1RECTON II ' II \ MIN. EMBED FABRIC AND FENCE, 8" MIN, - \ BALES TO BE TIED W/ ORGANIC FIBER TWINE ONLY, NO PLASTIC OR WIRE. TO \ N/F -HAY BALES TO BE SECURED W/ MIN. TWO (2) 2"X2" GOOGORMAN WOOD STAKES PER BALE, DRIVEN 18" MIN. INTO GRADE. SILTFENCE ND/DHAYBALE DETAIL SCALE BVW-4 100.00, {V ! CHOKEBE TOR TO PLANT THREE RCD CHOKEBERRY AND THREE 1191WERIERRY I HEREBY CERTIFY TO THE HORIZONTAL LOCATION OF THE PROPOSED BVB' 5 PLANTS IN GROUPS TO ENHANCE FUTURE STRUCTURE, TOP OF BANK AT WATER AND THE WEIAND FLAGS SHOWN NIF HABITAT OF 35' NO DISTURB ZOI'E. HEREON WITH RESPECT TO THE PROPERTY LINE. TOWN OF YARMOU7H y►�� TOP F BANK AT WATER ti 'LAWRENCE' W. DECELLE, JR Na. 9158 I 39418 DeCELLE BURKE & Associates, Inc. 1266 Furnace Brook Pkwy., #401 Quincy, MA 02169 (617) 405-5100 (0) (617) 405-5101 (F) GENERAL NOTES: 1. LOCUS: ASSESSORS MAP 49 LOT 220 RECORD OWNER: THE IRM CORP. C/O MARK GORMAN 77 RUSSELL ROAD WELLESLEY, MA 02482 2. ROBERT PERRY, P.E. OF CAPE COD ENGINEERING, DELINEATED THE WETLANDS FOR THIS LOT AND WERE FIELD LOCATED BY THIS OFFICE. TOPOGRAPHY AND PROPOSED HOUSE AND SEPTIC LOCATION SHOWN HEREON WAS COMPILED FROM THE SEPTIC DESIGN PLN! PREPARED BY SWEEFSER ENGINEERING OF SOUTH DENNIS, MASSACHUSETTS DATED APRIL 26, 2012. DATUM AS REFERENCED IN THE SWEETSER PLAN IS NGVD-1929. 3. ALL CONSTRUCTION TO CONFORM TO YARMOUTH PUBLIC WORKS AND MASS HIGHWAY STANDARDS. 4. EXISTING UTILITIES WHERE SHOWN IN THE DRAWINGS ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY LOCATING AND COORDINATING THE PROPOSED CONSTRUCTION ACTIVITY WITH DIG -SAFE AND THE APPLICABLE UTIUTY COMPANIES AND MAINTAINING THE EXISTING UTILITY SYSTEM IN SERVICE. DIG -SAFE SHALL BE NOTIFIED PER THE STATE OF MASSACHUSETTS STATUTE CHAPTER 82, SECTION 409 AT TEL 1-888-344-7233. THE ENGINEER DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL UBUTIES AND SUBSURFACE STRUCTURES ARE SHOWN. LOCATIONS AND ELEVATIONS OF UNDERGROUND UTILITIES WERE TAKEN FROM RECORD PLANS. THE CONTRACTOR SHALL VERIFY SIZE, LOCATION, AND INVERTS OF UTILITIES AND STRUCTURES AS REQUIRED PRIOR TO THE START OF CONSTRUCTION. 5. CONTRACTOR TO PAVE AND LOAM AND SEED ALL DISTURBED AREAS. AREAS TO BE STABILIZED PRIOR TO THE REMOVAL OF THE EROSION CONTROL BARRIER. 6. THE PROPERTY HAS A FLOOD ZONE AE OF ELEVATION 12 AS SHOWN ON FIRM 25001CO587J DATED JULY 16, 2014. THE CORRESPONDING ELEVATION AS SHOWN ON THE PLAN IS 13.1 WHEN CONVERTING THE NGVD-29 PLAN DATUM TO THE FEMA DATUM OF NAVD-88. DEED REFERENCE: Barnstable County Book 12608 Page 138 PROJECT TITLE 8: LOCATION: PROPOSED NOTICE OF INTENT PLAN SCALE: 1"=20' ...O � LIMIT 35' 3-W7NTERBERRy PROPOSED OS10N RIER "�-- CONTROL BARCH � 'NO DISTURB ZONE 2' 0..0 .- ' UK 9pNK .•' �.. 17" SIAL / !`. 1 z D.C. ..•' \ -` THE AREA BEH/ND PROPOSED ELEVA 7701V 14 SHALL BE CLEARED OF ALL INVA.iI LE I�••' /" \ VEGETA DON INCLUDING VINE GHALTH. ALL IOP M' \ \•• •> TREES OVER 4" /N DIAMETER SHALL REMAIN. THE PURPOSE OF THIS CLEARING IS PREMENT • -, r -__ ._�. ' "" �.,� 77 -IE REMAINING NA 7URAL VEGETA 70N FROM " ,.� r .,-' .. Byly_2 .• ''� CHOKING, 777E CONTRAC70R WILL N077FY THE \ CONSERVA770N AGENT 72 HOURS PR/ TO /""-�-- SAID LOT CLEAR/NG TO ALLOW RE GENT TO BORDERING VEGETATED WETLAND` -,"- ., SUPERVISE THE CLEARING OF - AREA WITHIN THE 35' NO 0T57U ON.'. n BVW-4 100.00, {V ! CHOKEBE TOR TO PLANT THREE RCD CHOKEBERRY AND THREE 1191WERIERRY I HEREBY CERTIFY TO THE HORIZONTAL LOCATION OF THE PROPOSED BVB' 5 PLANTS IN GROUPS TO ENHANCE FUTURE STRUCTURE, TOP OF BANK AT WATER AND THE WEIAND FLAGS SHOWN NIF HABITAT OF 35' NO DISTURB ZOI'E. HEREON WITH RESPECT TO THE PROPERTY LINE. TOWN OF YARMOU7H y►�� TOP F BANK AT WATER ti 'LAWRENCE' W. DECELLE, JR Na. 9158 I 39418 DeCELLE BURKE & Associates, Inc. 1266 Furnace Brook Pkwy., #401 Quincy, MA 02169 (617) 405-5100 (0) (617) 405-5101 (F) GENERAL NOTES: 1. LOCUS: ASSESSORS MAP 49 LOT 220 RECORD OWNER: THE IRM CORP. C/O MARK GORMAN 77 RUSSELL ROAD WELLESLEY, MA 02482 2. ROBERT PERRY, P.E. OF CAPE COD ENGINEERING, DELINEATED THE WETLANDS FOR THIS LOT AND WERE FIELD LOCATED BY THIS OFFICE. TOPOGRAPHY AND PROPOSED HOUSE AND SEPTIC LOCATION SHOWN HEREON WAS COMPILED FROM THE SEPTIC DESIGN PLN! PREPARED BY SWEEFSER ENGINEERING OF SOUTH DENNIS, MASSACHUSETTS DATED APRIL 26, 2012. DATUM AS REFERENCED IN THE SWEETSER PLAN IS NGVD-1929. 3. ALL CONSTRUCTION TO CONFORM TO YARMOUTH PUBLIC WORKS AND MASS HIGHWAY STANDARDS. 4. EXISTING UTILITIES WHERE SHOWN IN THE DRAWINGS ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY LOCATING AND COORDINATING THE PROPOSED CONSTRUCTION ACTIVITY WITH DIG -SAFE AND THE APPLICABLE UTIUTY COMPANIES AND MAINTAINING THE EXISTING UTILITY SYSTEM IN SERVICE. DIG -SAFE SHALL BE NOTIFIED PER THE STATE OF MASSACHUSETTS STATUTE CHAPTER 82, SECTION 409 AT TEL 1-888-344-7233. THE ENGINEER DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL UBUTIES AND SUBSURFACE STRUCTURES ARE SHOWN. LOCATIONS AND ELEVATIONS OF UNDERGROUND UTILITIES WERE TAKEN FROM RECORD PLANS. THE CONTRACTOR SHALL VERIFY SIZE, LOCATION, AND INVERTS OF UTILITIES AND STRUCTURES AS REQUIRED PRIOR TO THE START OF CONSTRUCTION. 5. CONTRACTOR TO PAVE AND LOAM AND SEED ALL DISTURBED AREAS. AREAS TO BE STABILIZED PRIOR TO THE REMOVAL OF THE EROSION CONTROL BARRIER. 6. THE PROPERTY HAS A FLOOD ZONE AE OF ELEVATION 12 AS SHOWN ON FIRM 25001CO587J DATED JULY 16, 2014. THE CORRESPONDING ELEVATION AS SHOWN ON THE PLAN IS 13.1 WHEN CONVERTING THE NGVD-29 PLAN DATUM TO THE FEMA DATUM OF NAVD-88. DEED REFERENCE: Barnstable County Book 12608 Page 138 PROJECT TITLE 8: LOCATION: PROPOSED NOTICE OF INTENT PLAN SCALE: 1"=20'