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HomeMy WebLinkAboutApproved Site plan 6.15.2026_j J w Y A a 00 L2 c0 N 0 N c 0 -v v J w z ¢ rr w Y M oD c0 N 0 N a� c 0 c 0 -v a� 0 a v .a I rn 3 v i a V) 1 O L0 d00- 0 ca c 3 v i 0 to 00 0 i E 0 aZi NOTES: 1. ELEVATIONS DEPICTED ON THIS PLAN ARE ON NAVD 88 DATUM. 2. THE TIDAL INFORMATION WAS OBTAINED FROM THE HTTPS://BUZZARDSBAY.ORG/TECHNICAL-DATA/TIDAL- DATU MS-MA/INTERACTIVE-TIDAL-DATUM -VIEWER/ HTL=2.9', MHW=1.4' MLW=-2.3' 3. THE ENTIRE DWELLING IS WITHIN FLOOD ZONE AE ELEV.=11 4. BUILDING HEIGHT IS TAKEN AT THE RIGHT OF WAY LINE IN FRONT OF THE DWELLING AND THE AVERAGE EXISTING GRADE IS ELEVATION 7.2'. 5. NO DUCT WORK OR MECHANICALS BELOW ELEVATION 13.1 6. THERE IS NO GRADING PROPOSED IN CONNECTION WITH THE WORK. 7. ALL STAGING AND ACCESS WILL BE OVER EXISTING DRIVEWAY. 8. NO DISTURBANCE TO THE SITE VEGETATION IS PROPOSED ON THE WATER SIDE OF THE PROJECT. SOME SHRUBS ADJACENT TO THE FOUNDATION MY BE DISTURBED ON THE STREET SIDE OF THE DWELLING DURING INSTALLATION - ALL OUTSIDE OF THE 50' BUFFER. 9. STORMWATER TO DRAIN TO DRIP TRENCHES ALONG THE BUILDING FACE. IF DRYWELLS ARE REQUESTED, APPROVAL FROM THE CONSERVATION AGENT IS REQUIRED. NEW BUFFER DISTURBANCE COASTAL BANK (STRUCTURES) 0-35' 35-50' 50' -100 LAND SUBJECT TO COASTAL STORM FLOWAGE TEMPORARY DRIVEWAY 50'-100 EXISTING 1,150f S.F. 1,166f S.F. 748t S.F. 3,064t S.F. PROPOSED 1,150f S.F. 1,145f S.F. 736f S.F. 1 3,031 f S.F. n f' �I - FLOAT - • i 'WEE THEART CREEK N/F FIELDS POINT MFG CORP ASSESSORS MAP 14 PARCEL 7 _ 130.00' S41'43'40"W FLOOD ZONE �`" �� , "AE-13" ED i �=E p,jyH YN"L all, i,� m- A •••. "' -- _,•_ 0�--.._ '� .� a-�, a m.,.' • • • all, ,,irl2ppp alt, EDGE � -- � .. MgRsy .. - It, = OF SALT MARSH e_� \ 'kill -'-)CIS�PIER air, air, _ \ ' 'EL•c,�4 0 air, Af'v" i 1i, N/F �_ _ "` bAt T MARSH MICOZZI MANAGEMENT INC. Y sill µ �- �. `�` °' � riEXISTtNG WOOD " ASSESSORS MAP 14 all, � PARCEL 1 3 �" \� 6OPry pf CO '��.T a� WALK01, ER �. FL NET Of S.F. -21 t S.F. -12f S.F. -33t S.F. 238t S.F. ON SITE AL Bq \ STRUCTURE 4 OOD Z NE 1 N -7- - N! _ - #2330 '\ FLOQD�� O qE `'�,� ZOAIE E EL --13 WALKC EL. 10.17 NAVD 88 6 �SECOND STORY - _ o GRAVEL `K _ ! CBIDH �fp 6;4' D� 2pN� 2 STORY O�RHAIYG 32.5' P FND N� FRAME HOUSE SWEETHEART CREEK LLC ny C. qF F� 14' #,361 �i� ASSESSORS MAP 14 Gd F 71. ��� FF=11.0RY PARCEL 3 t �+ F�. GAS A OD FRAME 8 S' y,E I METER - GAR G TOR �/FFER�gHD 18. S B=9.4 3 12- OOD ZO o ao OVER ANG "AE-i1" co qNk gU TAL PP '�► ? S �R A' �_ TION OF i• O' %%'E N 7J E IS11NG `i • _ ., is __" % 0 eUFFERND Epp, y SEPTI <<F�,�.. ,v„ i '4 00. OF \ / �cu X ' n•, uu� , G, auJv,. Mh, A f O �LgNO wF'\AN1ED.. , 9 ` A�SES:cr;:^TJ iwrAD ; ' ' B'�Nk .4s7.4Z GRA I r -� 'UP �v 4,. _- . BENCHMARK c4 .I "_'1 �, v<J `�• GARAGE SLAB. ELEV 9.4 cli _ems 10.E - ,' vu `n, A y NAVD88 r--5111 !: `/ ' -"`" `3 / FND .000 FND T �Vb _, - � EXISTING DWELLING L 332.gg' 1983.44' BENCHMARK TOP OF CONC. BOUND ELEV 6.00 NAVD88 LOCUS INFORMATION UPLAND AREA (FROM EDGE OF WETLAND) 12,599 S.F. EX. BLD. COVERAGE (FROM EDGE OF WETLAND) 2,999/12,599=23.8% PROP. BLD. COVERAGE (FROM EDGE OF WETLAND) 2,996/12,599=23.8% UPLAND AREA (FROM COASTAL BANK) 12,036 S.F. EX. BLD. COVERAGE (FROM COASTAL BANK) 2,999/12,036=24.9% PROP. BLD. COVERAGE (FROM COASTAL BANK) 2,996/12,036=24.9% IV Nqq CURRENT OWNER: STEPHEN & ALISON BRINKMANNN TITLE REFERENCE: CERT. 222663 PLAN REFERENCE: L.C. 14426-H ASSESSORS MAP: 14 PARCEL: 2 ZONING DISTRICT: R-25 SETBACKS: FRONT 26.7' SIDE 15' REAR 20' OVERLAY DISTRICT- NONE NITROGEN SENSITIVE ZONE: NOT IN A ZONE II FEMA FLOOD ZONE DISTRICT: "AE EL.=11 ", (DWELLING) DATED 7/16/14 PANEL #25001CO588J PORTIONS OF LOT ALSO WITH VE-13 AND AE-13 MINIMUM LOT SIZE: 25,000 S.F. EXISTING TOTAL LOT SIZE: 21,303±S.F. BUILDING HEIGHT: 7.2'x35.0' MAX. ELEV 42.2' ABOVE SEA LEVEL BASE FLOOD ELEVATION: ELEV. 11 (AE) DESIGN FLOOD ELEVATION: ELEV. 13. PROPOSED TOP OF FOUNDATION: ELEV. 13.2 f K -- NIF FIELDS POINT MFG CORP ASSESSORS MAP 14 PARCEL 7 130.00, 1 S41'43'40"W FLOOD ZONE PLANTED I AREA \� G- _ �Lpp `2 ®• . a►1tz DOD •�, �4 �?oNE AE r-&- PROPOSED MULTI `" ' S'4L T \ 9 ® LEVEL DECK \4�,LfZZ "'I'SEDGE OF SALT MARSH WISPIER ` ^ A' EL iL .40 AL AL -�_ N F MHO ` � AL � SRtT MARSH MICOZZI MANAGEMENT INC, '-JiL �� EXISTING WOOD` ASSESSORS RCE MAP 14'' �.. _ -WALKQ �_ STRUC E\, -! �LOOD 20 ' O NL A 2330 \r LD TF,W._ ~�-� - `� ZONE AE L EL. -1 PROPOSED DWELLING j EL. =10.17 N�,�- T.0.F.=13 0 � � - \. b � �""'- •LA., = ..._� \�� PROPOSED FFF 14.3 CRAWL SP=9.5 -� ! "� �`\ RINSING STATION 1 SECOND STORY AVEL ECK '� ® �� EXISTING F<D 4'1.0' ✓ �' CB/DH PLANTED AREA �AZ® Op�?pN,e -►,.�� STORY O� , F N jF DD qF FRAME 'HOUSE 3 SWEETHEART CREEK LL. VEON LINEASS •4?p Fj 14. 361 ie� ASSESSORS BASED ON MASS �� 1z' `7.7 , a�'�. FF=11.0 2 ST RY PARCELM3P 14 COORDINATES F G A __39� 35, PROPOSED L'73 M R _ GAR FRAME R �U�;c �TLq/V® ONE CEDAR TREE STAKED STRAW 1. ' S B=9.4 TO BE REMOVED WATTLE LINE ZO N oo AND REPLACED OIE 1" `�S' co, WITH TWO CEDAR NO GRADING 1 - AMG ,N ^ ¢ gANk BU�� L TREES PROPOSED WITHIN lZa pP z ER VELOCITY FLOOD .. _so, TION OF ZONE iTo E TING / q� BtIFFERTL­ V9 PROPOSED y,,�` 12 / °\ Sp• C GARAGE g4Vp AND - ,; �. ��� BgNK ST�L SLAB = 9.5 #355 g - / r P W BENCHMARK CONTRACTOR TO ' -j , I, ; i GARAGE SLAB. PROTECT SEPTIC ~` �, u i ELEV 9.4 LAI SYSTEM DURING Est `1 \ v NAVD88 CONSTRUCTION., H CEDARS TO L �� ;' T3 REMAIN SOME R� 7 Q®, ` '^�..` EL. =4.4 'To m -: FND LOW BRANCHES 1g�3 44�_-J W TO BE TRIMMED. CB H \ ma x..: (� UP FND �• i�,a 4;14 lAb WIDEN DRIVEWAY FOR WIDEN �_ CONSTRUCTION DRIVEWAY FOR CONSTRUCTION PROPOSED DWELLING 3 L=332.9g Re 1983.44, BENCHMARK TOP OF CONC. BOUND ELEV 6.00 NAVD88 28 WW U) =z I - SILVER LEAF pQ N LANE SEAGULL BEACH RD. IN �vQ"Q4_ �OSS p''�NF LOCUS WHALE LOCUS 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 CT. � KIERAN J. rva HEALY u, No.48135 6 15 2026 OLS KIERAN J. HEALY, DATE PROFESSIONAL LAND SURVEYOR PLAN OF LAND 361 GREAT ISLAND ROAD IN YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) PROPOSED CONDITIONS DECEMBER 3, 2025 NO. DATE DESC. 1. 12 12 25 ADD NOTES 2. 6 15 26 ADD PARKING AREA TEMP. DRIVEWAY WIDENING Yarmouth Conservation Commission APPROVED PLAN Date: �. Signature: PREPARED FOR: STEPHEN & ALISON BRINKMAN 17 CLARK LANE ESSEX, CT 06426 SDBRINKMANN@COMCAST.NET ;-` BSC 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2025 BSC Group, Inc. SCALE: 1 " = 20' 0 10 20 40 Fr FILE: 5048500-SP-1.dwg DWG. NO: 6771-02 SHEET 1 OF 1 JOB. NO: 5-0485.00