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2019 Jan 09 - Sign Off Transmittal, Plans
R cc Res ence SCfllf: 1 /4"=1'-0" 166 SiwerLeaf Lane West Yarmouth, M14 11.26.18 f, ::. ...... .. ..: ..... ....... .. .. .. .. ...... ::. :..: .::.� ... ... ................................. ... - :.i:.: . - f.. .: ..... . .. ...: .. i.. .:.:. df. ...; :f ::.. c:. ... ... {.... .. .......... . . .. . .: .:.. .. '.. .. ....................... ................ : . .. . .............. ... .. ..< ..: _.:: ..>::. 's. '� l '..:: ::: ... . . . . . ...... ... . . ... ... ,:: .:.: _,...._........ ...... .._ .. .. _.,... , ._........ .... .............. s :. ...... ......... .......... .......... ..............,.. .. -::. _... .. ..... .............. ... _.. ........ :> ........ ..... ......... ........ ......... .. ... :. .. . . .. .... . " ...... ......... :......: » ..::: .... .... .. :.:: :. 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SLOPE OF GROUND C-QD UTILITY POLE FIRE HYDRANT NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED EXISTING 3 BEDROOM DWELLING ADD 1—BEDROOM IN PROPOSED ADDITION REMOVE 1 BEDROOM IN EXISTING HOUSE EXISTING 3 BEDROOM SEPTIC SYSTEM TO REMAIN APPROVED MA DATE BOARD OF HEALTH I EXISTING CONCRETE BLOCK RETAINING WALL AND SAS (TO REMAIN) EXISTING STOCKADE FENCE (TYP.) NOTES 1. DATUM IS NAVD 88 2. MUNICIPAL WATER IS EXISTING 3. MINIMUM PIPE PITCH TO BE 1 /8" PER FOOT. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H-10 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE 5.) 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED j WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 11. FLOOD ZONE FOUNDATION DESIGNED BY OTHERS i I : WALL BETWEEN BEDROOMS TO BE REMOVED SECOND FLOOR FLOOR PLANS NOT TO SCALE FIRST FLOOR a Route 41�1 0 0 C, Oin 5 G`o,e Locus Q 0 �c o� Lewis 9 Lewis Pond Bay PoW e� LOCUS MAP SCALE 1 "=2000'f ASSESSORS MAP 23 PARCEL 325 LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL 11) AS SHOWN ON COMMUNITY PANEL #25001 C0588J DATED 7/16/2014 ZONING SUMMARY ZONING DISTRICT: R-25 DISTRICT MIN. LOT SIZE 25,000 S.F. MIN. LOT FRONTAGE 150' MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 15' MIN. REAR SETBACK 20' MAX. BUILDING COVERAGE 25% MAX. BUILDING HEIGHT 35' SITE IS LOCATED WITHIN THE AQUIFER PROTECTION OVERLAY DISTRICT TEST HOLE LOG TH1(A&M) TEST HOLE LOG TH1 (DCE) ENGINEER: A & M LAND SERVICES ENGINEER: DANIEL E. GONSALVES, SE #13587 WITNESS: PHIL RENAUD WITNESS: AMY VON HONE DATE: 10/27/09 DATE: 12/27/ 17 PERC. RATE _ < 2 MIN/INCH (SEE NOTE) PERC. RATE _ < 2 MIN/INCH (SEE NOTE) 0" CLASS I SOILS ELEV. 30" 32" 84" FILL A M LS A 10YR 3/2 /LS 10YR 3/2 C1 B MS //S 10YR 5/4 10YR 4/6 C2 MS C 10YR 5/4 MS 92" 96" 2.5Y 6/4 1.2' GROUNDWATER ® 64" GROUNDWATER @ 72" PERC NOTE: THE PERC RATE OF <2 MIN/INCH HAS BEEN USED BASED ON 2010 RESULTS AT THE RECOMMENDATION OF THE ASSISTANT HEALTH DIRECTOR A p°) 9.2' 3„ FILL � UNSUITABLE SOIL 18" 30" 7.7' G—W ADJ. DATA: WELL: MIW-29 ZONE: A ADJ: 1.8' DEC. 2017 6.7' 5.0' T�TLIECommmni�i���pI �II�� i,' S OF PREPARED FOR � DATE: OCTOBER 16, 2018 REV: JANUARY 8, 2019 (SEPTIC DESIGN, BEDROOMS) aCC�C��MGD 0 10 20 30 40 50 FEET Ji=�l�i 0 9 2018 z RECEIVED _HEALTH DEPT. N 9 2019 fax 508-362-9880 � I downcape.com HEALTH DEAT. �'o ��� cape envin��n, inc. civil engineers land su eyors 939 Main Street (Rte 6A) YARMOUTHPORT MA 02675 DCE #>7-444 N0.=34873 E0301 DATE DANIEL A. OJALA, P.E., P.L.S. ANN vi��uk."pc Scale: 1 20' 17-444 DESMARAIS.DWG ' off 508-362-4541 JA PEI 0 s.< i ;le I i RECEIVED i JAN U 9 2019 HEALTH DEPT. I S(fll 'i�'8w I 'Y�yla ..........