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HomeMy WebLinkAbout74 White Cedar Pt site plan 12012022EL. 10.7 12" EL 8.7 36" EL 4.7 72" EL. 1.5 144" EL 0.45 135" LOCUS INFORMATION INS IN I SOIL EST PI T DATA S01 � o Oy a , CURRENT OWNER: PHIPPS CAPE COD LLC FEMA FLOOD `� �-- �G C/O BESSEMER TRUST ZONE DISTRICT: "AE", ELEVATION 11 DATED 7/16/2014 NOT TO SCALE 9l\ TITLE REFERENCE: CERT. 202912 PANEL #25001 CO569J THIS PLAN HIS �''A VIP COASTAL BARRIER RESOURCE SYSTEM AREA 1988 TEST PIT TP -1 NGVD 1929 '�° PLAN REFERENCE: 4075-J MINIMUM LOT SIZE: 10,000 S.F. BASED ON SP 11.7 GRD. EL 1.5 SHGW EL 12.7 2.5 ONSITE S0IL EVALUATION CONCRETE BOUND i \ ASSESSORS MAP: PARCEL: 9 6 EXISTING TOTAL LOT SIZE: 17,9971 S.F. EL. 10.7 12" EL 8.7 36" EL 4.7 72" EL. 1.5 144" EL 0.45 135" I A LOAMYSAND 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 C' FOUND & HELD EXISTING UPLAND LOT SIZE: 14,337± S.F. OAs A ANK ZONING DISTRICT: R-87 - SP ISSUED 1987 EXISTING LOT COVERAGE: 2,7961 S.F. 19.5% DATE: OCT. 29, 1997 ' DOWN CAPE ENG. I SETBACKS: S CONT 12' ( 25 EL 11.7 TEST BY: WITNESSED BY: AMY VON HONE, R.S., CHO o N 78.3627" w REAR 20' PROPOSED LOT COVERAGE: 3,3141 S.F. (23.1 LICENSED SOIL EVALUATOR: ARNE H. OJALA, PE. EXISTING WELL 42.29• TO REMAIN EL. 9.7 PERCOLATION RATE: < 2 MINS./INCH OVERLAY DISTRICT: NONE CLASS t' / NITROGEN SENSITIVE SOIL CLASS: E ZONE: NOT A ZONE 11 0.7 4 GPD S.F. , I L.T.A.R.: / 35 \ NEIGHBORHOOD WELLS /CLUSTER suFFE/rp COASTAL B PROPOSED EL 6.7 ELE. METER ® REMOVED AND REBUILT AGE TO E WITH HOME OFFICE OVERHEAD PREVIOUSLY APPROVED \ i EL. 2.5 A/C CONDENSER \ ANCHOR g EL 1.45 12.9 �G \ CONCRETE ,\SOUND EL. (-0.3) 144 EL. 0.7 PROPOSED I4gUSE TO BE h ��' �QpJ \ FOUND & HELD ROTATED BACK \FROM �' LL ���' 'l � ANCHOR EXISTING HOUSELAWN / 2.7 13.6 WIRE N/F \� \ AREA S\ick \ \zo'ls E 4 / / / KRISTOFF 2012 EXEMPT \ Q �<c, Pi tJ,Y 2.10 / FAMILY TRUST ,yp/ 72 WHITE CEDAR ROAD � \ / ! ASSESSORS MAP 9 \ 2 p \ PARCEL \ 7 ®. N ® o/ J ` P PERVIOUS ! / / E UTILITY �• °, �O �� ,, WALKWAY , MT POLE r P/ f PERVIOUS P BENCHMARK PATIO r '_ ELEV=13.05 NAVD CONCRETE BOUND \ \ \\ k P / /� ' FOUND &MELD o \\\ \\ \ \ \ / A/ l f ,o S' 9V. "` l J / % / PERVIOUS k PATIO #74 E / I II w �\ X 14.1 EXISTING EXISTING 0 PROPOSED 1°DECK DWELLING DRIVEWAY T FLOOR ® 10.8 SM -205 S . PROPOSPROPOSED DECI PERVIOUS GARAGE / t 'S \ 2 STORY / WALKWAY s SLAB- 11.5 i SM -305 2� \ \ 0 2 y \ / 7 BEDROOM J'�fjJr / i / "'�- 25.7' 3 O \ DWELLING \\0 ���, \ \\ F. FLOOR=13.25 1J J \\ \ I ° 0 0 \ '9 X 12. \ \\ 11 0 7 13.5 X I \ \ \ EXISTING\ O 0 \ s TI1 r VEGETA 0N • PERVIOUS / \ \0 ' \ \ Jt PA110 PROPOSED STRAW\ \\ 0 \ \ '; ECK / YJ �i \ / i / Q WATTLE / EDGE OF \ �\' . 0 m 1 \ <\ \ i{ifs / f 5. / Z. / o WORK LIMIT LINE \ O ` 0 4 \\ SI~4 204 S \ � J \ \ \ \ \ \ RINSICn \ \ \ s r, STATIO SM -304 \ \ �y �j4fc� J \ l �o \ IROTATE BUILDING & \yam \ j �- \ l \ \� ^. 0 / . / \ j \ \ \\ ��. 0 ` , \ m \ \ � DECK BACK FROM c ` COASTAL BANK ON \ \ \ 0 ` i 11 X NORTH SIDE. ' N/F \ \ 0 \ \ / GREAT ISLAND REALTY TRUST\ 0 9 PROPOSE() WHITE CEDAR ROAD PROPOSED \ ` \ J \ DECK` ASSESSORS MAP 9 STEPS 6 , 38.9 1 PARCEL 5 \ .O \ \ ', PROPOSED � �1. 5M-3fl3 \ \ `\ \ GENERATOR BOT. 2.7 x \ 3 \ \• ® EL 12.11 PLANT SHRUBS AT 8' o.c. To \ 0 \1 ` \ / i SONE \ \ / -� CONCRETE BOUND X 12.5 ALLOW FOR A MAXIMUM 4' ` ` \� C? \ \ \ \ \%� 6� E / VENT O \ FOUND &HELD PATH WAY. \ 0 LACK `✓ gU1LDIP1G S� \ ' 0\ �\._ PROPOSED ? r 5M-202 \ 0 0 ATED PROPOSED (15 SHRUBS) 961 \ \ 0 0 \i� \a' A/C CONDENSER ' S.F. OF PLANTINGS FOR (5) \ 0 � \ - � I I�HTING LEGEND TREES TO BE REMOVED. \ \ 0 MITIGATION TO BE SPACED \ 0 SM 0 0 -_�� 23.9' \ EXISTING 7 WALL SCONCE AROUND EXISTING CEDARS IN SM -302 \ \ 0 THIS AREA AND GENERALLY 0 0 !O BEDROOM 5 c�i, t ' " 14q.,96' '�0° Oo SUBSURFACE RUN ALONG THE PREVIOUSLY \ \ 0 o� 14'30 W O LEACHING FIELD P APPROVED VEGETATION. {3 x32) \ 0 {� 00 --► _. S 79 4 �'O SOLAR WALKWAY LIGHT o EXISTING r, y + EXISTING 2,000 1,500 GALLON Oy + GALLON SEPTIC PUMP CHAMBER F` TALI L 0 -nil\ \ �F C-) \ PROPOSED 480± S.F. OF ` \ \ ` 0 0 0 z, \ PLANTINGS TO BE SPACED AROUND EXISTING CEDARS IN \ \ 0 t� , " m v \ O THIS AREA AND GENERALLY \ \ z r o RUN ALONG THE (EXISTING\ `\ \ VEGETATION 6' WIDE. , G PROPOSED 45± S.F. OF\ \ i PLANTINGS FOR GENERATOR \ ` ~ o \ SM -101 MITIGATION TO BE SPACED i r AROUND EXISTING CEDARS IN \ \ ` 4 D R V NOTE: GENERALLY SM -201 � k GREAT ISLAND REALTY TRUST � \cam THE SEPTIC COMPONENT ELEVATIONS THIS AREA AND GEN \ o \ it ARE BASED ON THE 2004 DESIGN RUN 'ALONG THE EXISTING o , IpH TE CEDAR ROAD S VEGETATION. INCLUDED IN \ \ cn \ \ t o ASSESSORS MAP 9 PLANS AND MODIFIED TO REFLECT OVERALL (3'x 15') 2.3 x \ 0 1 � • � � "" PARCEL 5 THE CURRENT NAVD-88 DATUM. TOTAL MITIGATION AREA SM -30 1 \ `• E , lG-n" SYSTEM STEM PROI ILE 4" SCH. 40 PVC PLANTED = 621+/- S.F. o \ L= FT. NOT TO SCALE S=O.- �! \ 1 0 N ` FIRST PIPE LENGTH N o TO BE SET LEVEL FINISH GRADE Ln �" \ USING NAD -1988 VERTICAL DATUM FOR MIN. 2' 11.0-12.0 �o 0 , N TOP FOUNDATION 4' SCH. 40 PVC VENT EL. 11.2± 4' SCH. 40 PVC .t, ,�, y ,� �, W/BIRD SCREEN \ \ \ L=131 FT. lik \ \ \ \ CONTRACTOR TO CONFIRM ! INVERT INTO SEPTIC TANK AND MAINTAIN A MINIMUM I- 7 I- 6.7 1= 7.76 1= 7.59 6.70 OF A 2% SLOPE TO THE TANK FROM THE NEW 1= 7.54 LEACHING FOUNDATION WALL ,AND TO 1= 6.25 DISTRIBUTION 5.2 SEPARATION FIELD ALSO PROTECT SYSTEM i= 6.0 BOX D13-9 DURING INSTALLATION. :; 1= 6.5 1= 6.2 ELEV= 1.5 USING 1.5 NAVD 1988 (FMLY ELEVATION 2.5 NGVD-1929 SEPTIC TANK I � C PUMP CHAMBER EXISTING TANK$ & LEACHING COMPONENTS TO REMAIN 71 LEWIS BAY o 0 2� 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 ECT. ® KIERAN J. o HEALY us No 48135 r_tANo9 12/1/2022 KIERAN J. HEALY, PL 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 1If> DEC 0 2 2022 EAL I 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 BS 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2022 BSC Group, Inc. SCALE: 1" = 10' 0 5 10 20 Fm FILE: 50629 -SP DWG. NO: 6795-02 SHEET 1 OF 1 JOB. NO: 50629-00