The URL can be used to link to this page

Home My WebLink About83-1925 - Site PlanN/F NNIF N/F FORN/ER SPRAGUE MANNING v EDGE OF PAVEMENT EDGE OF PAVEMENT SWAN LAKE ROAD W — — OHW PICKET FENCE BENCHMARK - CONCRETE BOUND £L. =19.24 (NAV88) / N/F CARROLL Ill 8.0' ♦ ✓UNIPERUS VIRGINIA 9 LIMIT OF 35" i NO DISTURB ZONE - N/F LOT77 LIMIT OF 100 -YEAR £LEV.=120 (PRIVATE - 40' WIDTH) W 7`=_ **r* —gni OHW L, FIELD TEST PIT i HIGH CAPAGTi', IN-TREN 5L`WAGE DISP DES/GNED BY APPROVED B O PROPOSE SEP 77C 4 CAST PROP SED D lR N PIPE FOR , OF RU 36.0 = f— 84.0' PROPOSED SINGLE n I FAMIL Y HOUSE a zt TOF 18.20 INFIL OS AL S STEM DESIGN OCHE S AND Y �,y YARMOUTH B.O.H. 0 Q O.=T(,gNO r6 BI\EER TAA IK TRENCH 'OFT (TYP.) bononcrn 3/4' WATER SERV PROPOSED GRAVEL DRIVEWAY BH N , V RePOSED DECK SO Nair q" jj Np 9 36.0' - BG 14 04 "•o M1 �Av W 3 2 O EDGE OF PA Plan Ll Sf SYMBOL SCIEN77FIC NAME COMMON NAME SIZE COUN O ILEX VER77C/LLATA HINTERBERRY 18"-24" 3 O ARON/A ARBURFOL/A RED CHOKEBERRY 16"-24' 3 1UNIPERLIS VIRGINIA EASTERN RED CEDAR 18"-24" 4 RHODODENDRON MAXIMUM ROSE" BAY RHODODENDRON 18=24" 4 KALM/A LA77FOLIA MOUNTAIN LAUREL 18"-24" 4 j CORNUS FLORIDA FLOWERING DOGWOOD 5'-6' 1 4 75UGA CANAD£NSIS EASTERN HEMLOCK 5-6, 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. 20" MIN. GROUND --\ 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 pIREC110N OF FLOW II 1. MINN. EMBED FABRIC AND FENCE, 8" MIN. - BALES TO BE TIED W/ ORGANIC FIBER TWINE ONLY, NO PLASTIC OR WIRE. N/F - HAY BALES TO BE SECURED W/ MIN. TWO (2) 2"X2" GORMAN WOOD STAKES PER BALE, DRIVEN 18" MIN. INTO GRADE. SILT FENCE / HAYBALE DETAIL NOT TO SCALE \-3-WINTERBERRY C077ROL BARRIER `-�. NO DISTURB ZONE ' __3----..�� N 2' O. C. CHOKEBFRRY °'�, `„ ,l 2 O C THE AREA BEHIND PROPOSED ELEVATION 14 -- 11cSHALL BE CLEARED OF ALL INVAE11,E GOp51Al. /'. -� �'^y LEGE A7701V INCLUDING V/NE GROWTH ALL TREES OVER 4" /N DIAMETER SHALL REMAIN. /• e" �. -�'` \ :, 7HE PURPOSE OF THIS CLEARING IS PREVENT 77 -IE REMAINING NATURAL VEGETA 17ON FROM CHOKING. ~ BVl4'-3.1 8VW-2 `4 ,... •� 7H£ CONTRACTOR WILL N0I7FY THE 1\ CONSERVA 77ON AGENT 72 HOURS PRIG TO SAID LOT CLEARING TO ALLOW THE CENT T6 /BORDERING LEGETATED WETLAND- .., SUPERI4SE THE CLEARING OF AREA WITHIN THE 35' NO DIE7U ONE. VW -4 iOO.00' AVW 1 CONTRACTOR TO PLANT THREE RED BVW-5 CHOKESERRY AND THREE WINTERBERRY I HEREBY CERTIFY TO THE HORIZONTAL LOCATION OF THE PROPOSED PLANTS IN GROUPS 70 ENHANCE FU7URE STRUCTURE, TOP OF BANK AT WATER AND THE WETLAND FLAGS SHOWN NAF HABITAT OF 35' NO DISTURB ZOAIE HEREON WITH RESPECT TO THE PROPERTY LINE. TOWN OF YARMOUTH ,BANK AT WATER CELLE, JR E� No. 9158 Y,,rm ,777th CO is'V tk: i CSTP7I1s,ion ( o. 39418 VD SUNF.'U,Q' c7i �1 �•.. T; l� I� I }� I�> ,T , ESiOISAn CONAL C S; nature: LOCUS SKETCH Iarmouth, MA NOT TO SCALE VISid ,lip. " hT f17l.0?TC t -S 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 PLAN PREPARED BY SWEETSER 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 UNUTIES 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 UTILITY COMPANIES AND MAIMAINING 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 UTILITIES AND SUBSURFACE STRUCTURES ARE SHOWN. LOCATIONS AND ELEVATIONS OF UNDERGROUND UTILNIES 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 NCVD-29 PIAN DATUM TO THE FEMA DATUM OF NAVD-88. DEED REFERENCE: Barnstable County Book 12608 Page 138 PROJECT TITLE & LOCATION: PROPOSED NOTICE OF INTENT PLAN I 142 SWAN LAKE ROAD YARMOUTH, MA 02664 PLAN TITLE: PROPOSED SITE PLAN � o LO 90 91 ' ' 19,8654- SF,% PROPOSED 15,3081 S.F:4 EST :PIT 2L UPLAND IS- A � � Q 0 00 A � II 15 17 OHW L, FIELD TEST PIT i HIGH CAPAGTi', IN-TREN 5L`WAGE DISP DES/GNED BY APPROVED B O PROPOSE SEP 77C 4 CAST PROP SED D lR N PIPE FOR , OF RU 36.0 = f— 84.0' PROPOSED SINGLE n I FAMIL Y HOUSE a zt TOF 18.20 INFIL OS AL S STEM DESIGN OCHE S AND Y �,y YARMOUTH B.O.H. 0 Q O.=T(,gNO r6 BI\EER TAA IK TRENCH 'OFT (TYP.) bononcrn 3/4' WATER SERV PROPOSED GRAVEL DRIVEWAY BH N , V RePOSED DECK SO Nair q" jj Np 9 36.0' - BG 14 04 "•o M1 �Av W 3 2 O EDGE OF PA Plan Ll Sf SYMBOL SCIEN77FIC NAME COMMON NAME SIZE COUN O ILEX VER77C/LLATA HINTERBERRY 18"-24" 3 O ARON/A ARBURFOL/A RED CHOKEBERRY 16"-24' 3 1UNIPERLIS VIRGINIA EASTERN RED CEDAR 18"-24" 4 RHODODENDRON MAXIMUM ROSE" BAY RHODODENDRON 18=24" 4 KALM/A LA77FOLIA MOUNTAIN LAUREL 18"-24" 4 j CORNUS FLORIDA FLOWERING DOGWOOD 5'-6' 1 4 75UGA CANAD£NSIS EASTERN HEMLOCK 5-6, 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. 20" MIN. GROUND --\ 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 pIREC110N OF FLOW II 1. MINN. EMBED FABRIC AND FENCE, 8" MIN. - BALES TO BE TIED W/ ORGANIC FIBER TWINE ONLY, NO PLASTIC OR WIRE. N/F - HAY BALES TO BE SECURED W/ MIN. TWO (2) 2"X2" GORMAN WOOD STAKES PER BALE, DRIVEN 18" MIN. INTO GRADE. SILT FENCE / HAYBALE DETAIL NOT TO SCALE \-3-WINTERBERRY C077ROL BARRIER `-�. NO DISTURB ZONE ' __3----..�� N 2' O. C. CHOKEBFRRY °'�, `„ ,l 2 O C THE AREA BEHIND PROPOSED ELEVATION 14 -- 11cSHALL BE CLEARED OF ALL INVAE11,E GOp51Al. /'. -� �'^y LEGE A7701V INCLUDING V/NE GROWTH ALL TREES OVER 4" /N DIAMETER SHALL REMAIN. /• e" �. -�'` \ :, 7HE PURPOSE OF THIS CLEARING IS PREVENT 77 -IE REMAINING NATURAL VEGETA 17ON FROM CHOKING. ~ BVl4'-3.1 8VW-2 `4 ,... •� 7H£ CONTRACTOR WILL N0I7FY THE 1\ CONSERVA 77ON AGENT 72 HOURS PRIG TO SAID LOT CLEARING TO ALLOW THE CENT T6 /BORDERING LEGETATED WETLAND- .., SUPERI4SE THE CLEARING OF AREA WITHIN THE 35' NO DIE7U ONE. VW -4 iOO.00' AVW 1 CONTRACTOR TO PLANT THREE RED BVW-5 CHOKESERRY AND THREE WINTERBERRY I HEREBY CERTIFY TO THE HORIZONTAL LOCATION OF THE PROPOSED PLANTS IN GROUPS 70 ENHANCE FU7URE STRUCTURE, TOP OF BANK AT WATER AND THE WETLAND FLAGS SHOWN NAF HABITAT OF 35' NO DISTURB ZOAIE HEREON WITH RESPECT TO THE PROPERTY LINE. TOWN OF YARMOUTH ,BANK AT WATER CELLE, JR E� No. 9158 Y,,rm ,777th CO is'V tk: i CSTP7I1s,ion ( o. 39418 VD SUNF.'U,Q' c7i �1 �•.. T; l� I� I }� I�> ,T , ESiOISAn CONAL C S; nature: LOCUS SKETCH Iarmouth, MA NOT TO SCALE VISid ,lip. " hT f17l.0?TC t -S 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 PLAN PREPARED BY SWEETSER 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 UNUTIES 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 UTILITY COMPANIES AND MAIMAINING 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 UTILITIES AND SUBSURFACE STRUCTURES ARE SHOWN. LOCATIONS AND ELEVATIONS OF UNDERGROUND UTILNIES 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 NCVD-29 PIAN DATUM TO THE FEMA DATUM OF NAVD-88. DEED REFERENCE: Barnstable County Book 12608 Page 138 PROJECT TITLE & LOCATION: PROPOSED NOTICE OF INTENT PLAN I 142 SWAN LAKE ROAD YARMOUTH, MA 02664 PLAN TITLE: PROPOSED SITE PLAN PROPOSED GRAVEL DRIVEWAY BH N , V RePOSED DECK SO Nair q" jj Np 9 36.0' - BG 14 04 "•o M1 �Av W 3 2 O EDGE OF PA Plan Ll Sf SYMBOL SCIEN77FIC NAME COMMON NAME SIZE COUN O ILEX VER77C/LLATA HINTERBERRY 18"-24" 3 O ARON/A ARBURFOL/A RED CHOKEBERRY 16"-24' 3 1UNIPERLIS VIRGINIA EASTERN RED CEDAR 18"-24" 4 RHODODENDRON MAXIMUM ROSE" BAY RHODODENDRON 18=24" 4 KALM/A LA77FOLIA MOUNTAIN LAUREL 18"-24" 4 j CORNUS FLORIDA FLOWERING DOGWOOD 5'-6' 1 4 75UGA CANAD£NSIS EASTERN HEMLOCK 5-6, 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. 20" MIN. GROUND --\ 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 pIREC110N OF FLOW II 1. MINN. EMBED FABRIC AND FENCE, 8" MIN. - BALES TO BE TIED W/ ORGANIC FIBER TWINE ONLY, NO PLASTIC OR WIRE. N/F - HAY BALES TO BE SECURED W/ MIN. TWO (2) 2"X2" GORMAN WOOD STAKES PER BALE, DRIVEN 18" MIN. INTO GRADE. SILT FENCE / HAYBALE DETAIL NOT TO SCALE \-3-WINTERBERRY C077ROL BARRIER `-�. NO DISTURB ZONE ' __3----..�� N 2' O. C. CHOKEBFRRY °'�, `„ ,l 2 O C THE AREA BEHIND PROPOSED ELEVATION 14 -- 11cSHALL BE CLEARED OF ALL INVAE11,E GOp51Al. /'. -� �'^y LEGE A7701V INCLUDING V/NE GROWTH ALL TREES OVER 4" /N DIAMETER SHALL REMAIN. /• e" �. -�'` \ :, 7HE PURPOSE OF THIS CLEARING IS PREVENT 77 -IE REMAINING NATURAL VEGETA 17ON FROM CHOKING. ~ BVl4'-3.1 8VW-2 `4 ,... •� 7H£ CONTRACTOR WILL N0I7FY THE 1\ CONSERVA 77ON AGENT 72 HOURS PRIG TO SAID LOT CLEARING TO ALLOW THE CENT T6 /BORDERING LEGETATED WETLAND- .., SUPERI4SE THE CLEARING OF AREA WITHIN THE 35' NO DIE7U ONE. VW -4 iOO.00' AVW 1 CONTRACTOR TO PLANT THREE RED BVW-5 CHOKESERRY AND THREE WINTERBERRY I HEREBY CERTIFY TO THE HORIZONTAL LOCATION OF THE PROPOSED PLANTS IN GROUPS 70 ENHANCE FU7URE STRUCTURE, TOP OF BANK AT WATER AND THE WETLAND FLAGS SHOWN NAF HABITAT OF 35' NO DISTURB ZOAIE HEREON WITH RESPECT TO THE PROPERTY LINE. TOWN OF YARMOUTH ,BANK AT WATER CELLE, JR E� No. 9158 Y,,rm ,777th CO is'V tk: i CSTP7I1s,ion ( o. 39418 VD SUNF.'U,Q' c7i �1 �•.. T; l� I� I }� I�> ,T , ESiOISAn CONAL C S; nature: LOCUS SKETCH Iarmouth, MA NOT TO SCALE VISid ,lip. " hT f17l.0?TC t -S 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 PLAN PREPARED BY SWEETSER 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 UNUTIES 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 UTILITY COMPANIES AND MAIMAINING 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 UTILITIES AND SUBSURFACE STRUCTURES ARE SHOWN. LOCATIONS AND ELEVATIONS OF UNDERGROUND UTILNIES 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 NCVD-29 PIAN DATUM TO THE FEMA DATUM OF NAVD-88. DEED REFERENCE: Barnstable County Book 12608 Page 138 PROJECT TITLE & LOCATION: PROPOSED NOTICE OF INTENT PLAN I 142 SWAN LAKE ROAD YARMOUTH, MA 02664 PLAN TITLE: PROPOSED SITE PLAN