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HomeMy WebLinkAbout74 White Cedar Pt site planAp LOAMY SAND 10YR 2/2 Bw LOAMY SAND 10YR 5/6 C MED/COARSE SAND 2.5Y 6/6 C MED/COARSE SAND 2.5Y 6/6 ADJ. GROUNDWATER OBS. GROUNDWATER LOCUS INFORMATION SOIL TEST PIT DATA 0©q�0- CURRENT OWNER: PHIPPS CAPE COD LLC FEMA FLOOD NOT TO SCALE �TI�� TRUST ZONE DISTRICT: 11 7/16/2014 THIS PLAN TITLE REFERENCE: CERT•B202gM2ER PANELELEVATION #25001C0569DATED NAVD 1988 TEST PIT AV TP-1 NGUD 929 1 ti o COASTAL BARRIER RESOURCE SYSTEM AREA GRD. EL 12.7 . PLAN REFERENCE: 4075-J MINIMUM LOT SIZE: 10,000 S.F. BASED ON SP 1.5 SHGW EL 2.5 ON SI TE SOIL EVALUATION CONCRETE BOUND ASSESSO PARCEL 6 EXISTING TOTAL LOT SIZE: 17,997f S.F. EL. 10.7 12" EL 8.7 36" EL. 4.7 72" EL. 1.5 144" EL. 0.45 135" EL O 3 " 5o' BUFF FOUND & HELD EXISTING UPLAND LOT SIZE: 14,337f S.F. COggp,� NK ZONING DISTRICT: R-87 - SP ISSUED 1987 DATE: OCT. 29, 1997 _ EL. 11.7 TEST BY: DOWN CAPE ENG. � SETBACKS: FRONT 25' EXISTING LOT COVERAGE: 2,796f S.F. (19.5%) SIDE 12' WITNESSED BY: AMY VON HONE, R.S., CHO zl�O N 78*3627" W REAR 20' PROPOSED LOT COVERAGE: 3,314t S.F. (23.1 %) LICENSED SOIL EVALUATOR: ARNE H. OJALA, PE. IllEXISTING WELL 42.29' TO REMAIN 9 7 PERCOLATION RATE: < 2 MINS./INCH \ OVERLAY DISTRICT: NONE SOIL CLASS: CLASS 1 � NITROGEN SENSITIVE L.T.A.R.: 0.74 GPD/S.F. ZONE: NOT A ZONE II 35' BUFF °TO \ NEIGHBORHOOD WELLS / CLUSTER COgS1gt E BANK" s PROPOSED EL. 6.7 ELE. METER _ '"- / EXISTING GARAGE TO BE `- \36.9 REMOVED AND REBUILT WITH HOME OFFICE i OVERHEAD EL. 2.5 PREVIOUSLY APPROVED `e Sb A/C CONDENSER EL 1.45 F,/ \ \ 6�- 12.9 o G - (- ) 144 EL 0.7 PROPOSED HOUSE TO BE M ���% BL�� CONCRETE BOUND ROTATED BACK a,FROM \tic ;FOUND &HELD E! N/F EXISTING HOUSE' ;s Y �` �.°�� � LAWN S ` r ANCHOR c� � �-� ,X 12.7 13.6 KRiSTOFF 2012 EXEMF` Q �R4 . AREA \ c'S" S 20 18 E 42.10' FAMILY TRU ROAD �/ k F Q„ �� 9 / 72 WHITE CEDAt ASSESSORS MAP 9 ��3 i r� \ \....� �o ' `\ ` 14.30' l 1 PARCEL p 0 °jPERVIOUS ` ' w UTILITY I ♦ WALKWAY // POLE \ P 2fl.T L I � �F PERVIOUS S ♦ _ P \ f// �-PATIO-�. > � t BENCHMARK \Nil�\ j \ s • • \ \ a ELEV=13.05 NAVD CONCRETE BOUND P r / \ aw \ /// FOUND & HELD ' s s V 6 0 PERVIOUS PATIO 0�:. 0 6 1 \ PROPOSED o DWELL}INGGE 1� EXISTING , Q X 14.1 0 DECK T FLOOR = 10.8 o \ / / DRIVEWAY w \ S SM-205 0 ,o EXIS PROPOSED A� PROPOSED / f DEC 2 STORY \\ PERVIOUS GARAGE \ SM-305 2� \ \ '1� ?.o \ 7 BEDROOM / WALKWAY S SLAB=11.5DWELLING , F. FL OR=13.25 IN, \ ,e / \ 25,, I 0 0 �s \ \ \ 000 \`\\ \ "1 IN, �� // j \ x 12.7 I 13.5 X EXISTING \ Q \ 61 Jr VEGETATION O / o rn O \ PERVIOUS / N ao ii PROPOSED STRAW , \ 0 \ \ ECK E \ PATIO /s ¢f , ' 11, ^ 1 WATTLE / EDGE OF�G \ \ \ ` w. WORK LIMIT LINE \ \ \ j i , / 0 SM-304 \ \ \ \ STATIO ROTATE BUILDING & �\ �\ �. 0 E DECK BACK FROM 0 0CD COASTAL BANK ON \ \ 0 NORTH SIDE. \ \ 0 0 k1 6' \ i� \\ / '.� s 1�1 X GREAT ISLAND REALTY TRUST L O I/ WHITE CEDAR ROAD PROPOSED \ \ 9 PROPOSED o /` ASSESSORSPARCEL MAP 9 STEPS \ `� �' 6 ®' 0, 38.9' 9• \ \ ` PROPOSED N� SM-303 \ 0 \ t \ 1 GENERATOR BOT. 2.7 x \ 0 0 \ \ \ . \ 0 EL 12.1-- PLANT SHRUBS AT 8' O.C. TO \ 0 0 0 \ \ I \ • � ZON \ CONCRETE BOUND X 12.5 ALLOW FOR A MAXIMUM 4 0 FOUND & HELD PATH WAY. V �� 0 \ 1,� 0 \, \ 0 � � \ \ \ ' ev►LDING sECK� �\ PROPOSED M-20 �' 0 0 0 \� ELEVATED PROPOSED (15 SHRUBS) 96f ` 0 A/C CONDENSER s S.F. OF PLANTINGS FOR (5) 0 ' TREES TO BE REMOVED. \ 0 LIGHTING LEGEND MITIGATION TO BE SPACED 0 0 AROUND EXISTING CEDARS IN SM 0 BEDROOM `--- 23.9' EXISTING 7 THIS AREA AND GENERALLY SM-302 �. RUN ALONG THE PREVIOUSLY 1 0 0 0 0„ W 144.96� �0 00� SUBSURFACE APPROVED VEGETATION. (3'x32') 0 0 ' S 7V A 4 3 Oo LEACHING FIELD 0 0 EXISTING c' 02 1 \ 0 N O 500 \ GALLO 0 F � EXISTING 2,000 1,2 ® 0 'n c' �, ,• �' GALLON �K N SEPTIC PUMP CHAMBER F`-� 9 PROPOSED 480f S.F. OF , ` 0 0 \ > PLANTINGS TO BE SPACED • ` 1 0 0 N \ \ \ t. 0 0 AROUND EXISTING CEDARS IN . � \ THIS AREA AND GENERALLY CO) RUN ALONG THE EXISTING cr v ➢ \ VEGETATION 6' WIDE. , C ga 3 PROPOSED 45t S.F. OF PLANTINGS FOR GENERATOR N -AMITIGATION TO BE SPACED ` SM-101 .`no AROUND EXISTING CEDARS IN ` O , N/F THIS AREA AND GENERALLY 1 SM-201 GREAT !LAND REALTY TRUST RUN ALONG THE EXISTING \ WF�iITE CEDAR ROAD y VEGETATION. INCLUDED IN �n 0 ASSESSORS MAP 9 OVERALL (3'x15') 2.3 x ` 0 , ti 0 . "^ o PARCEL 5 TOTAL MITIGATION AREA SM-301 `� t, a► °' q WALL SCONCE S P SOLAR WALKWAY LIGHT NOTE: THE SEPTIC COMPONENT ELEVATIONS ARE BASED ON THE 2004 DESIGN PLANS AND MODIFIED TO REFLECT THE CURRENT NAVD-88 DATUM. PLANTED = 621 +/- S.F. 1i wo a S YS TE M PROF I LE L= FTH. 40 PVC N� 1Ln o NOT TO SCALE S=O.- cn 0 FIRST PIPE LENGTH TO BE SET LEVEL FINISH GRADE EL.- 12.0 USING NAD-1988 VERTICAL DATUM FOR MIN. 2' 11.0-12.0 p V N TOP FOUNDATION n Z 4' SCH. 40 PVC VENT N EL. 11.2t 4" SGH. 40 PVC i ,i W/BIRD SCREEN L 13f FT. S=0.08 �\ ! CONTRACTOR TO CONFIRM w� INVERT INTO SEPTIC TANK ' ' 1= 7 AND MAINTAIN A MINIMUM I= 6.7 OF A 2% SLOPE TO THE 1= 7.76 1= 7.59 6.70 TANK FROM THE NEW ' I= FOUNDATION WALL AND TO � 7.54 LEACHING 1= 6.25 I- 6 0 DISTRIBUTION 5.2 SEPARATION FIELD ALSO PROTECT SYSTEM BOX DB-9 DURING INSTALLATION. 1= 6.5 :e i= 6.2 ELEV= 1.5 < -, •: USING 1.5 NAVD 1988 (FMLY ELEVATION 2.5 NGVD-1929 SEPTIC TANK PUMP CHAMBER EXISTING TANKS & LEACHING COMPONENTS TO REMAIN LEWIS BAY oF�y��F �OQO lip Cj 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 C RECT. �"OF o KIERAN J. c� HEALY cn No.48135 LAND 12/1/2022 KIERAN J. HEALY, PLS DATE FOR THE BSC GROUP, INC. PLAN OF LAND 74 WHITE CEDAR ROAD IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) PROPOSED HOUSE LOCATION PLAN NOVEMBER 14, 2022 DEC 0 2 2022 HEALTH DEPT, REVISIONS: NO. DATE DESC. 1 12/1/22 HEALTH DEPARTMENT NOTES ISSUED FOR PERMITTING NOT FOR CONSTRUCTION PREPARED FOR: LONGFELLOW DESIGN BUILD JAMES BUSTAMANTE 367 MAIN STREET FALMOUTH, MA 02540 BSC 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 Q 2022 BSC Group, Inc. SCALE: 1 " = 10' 0 5 10 20 ma FILE: 50629-SP DWG. NO: 6795-02 SHEET 1 OF 1 JOB. N0: 50629-00