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HomeMy WebLinkAboutBLD-19-4060212XGo WALL PILASTER TION; c, EA 4 TIM5ER-LCK AND 5IMPE>ON LSc9e ANGLE CLIP 3/4" COMP D SIMPSON LPC&Z P05T CAP 5TANDOFF POST IBA&E ABU4& Df(i'\" DfTfll[ �?-o �A OF A4,,s S, ti T o PH,!LBROOK MECHANICAL N-1113 90 I V1 lrlll M PLfll I ----92>ele P.T. LEDGER WITH U210 JOIST HANGERS STAGGER BOLTED TO 5TRUCTUIRE W/ 2 ROWS Slt-.,PaON 5E)525312 STRONG 12" DIA. DRIVE SCREWS 0 SONOTUIBE C.C. 4'-e" 5F-L(::)W GRADS MIN. Df(i'\" DfTfll[ �?-o �A OF A4,,s S, ti T o PH,!LBROOK MECHANICAL N-1113 90 I V1 lrlll M PLfll I f 19- rF dr'�SO 4o T VARNUN" Gm\ c > WILBROOK a ui NMECNAN�CRL "' P� No. 30690 S�O�VAL 4 U C.. ........... U EXISTING HURRICANE CLIP 41�0.00� SOT OF FTG - NOTE, ADJU ,!' U: FAnRIC AND GRAVEL PACK SUBJECT TO WATER TABLE ELEVATION. 5/Es" X 12" A.U. #5 HO><IZCNTAL RI<f3AR ® - SMART VEN'r EL 8.0' - MAXIMUM. I FT ABOVE DUST GAP #5 HORIZONTAL REBAR u--- fOUIlDHOH "'fl[L [,,[Tfll[ 1 "=1 '-0" 2x6 EXTERIOR s / WALL b-- #5 VERTICAL WET SET DOWELS TO 1/2" EXT GRADE SLAB MECHANICAL #5 HORIZONTAL. P L`rWOOD REe"AR a----- ___ ER4 r SS�oNAI ESC WATER TABLE e-- k 2XIU r.T. SYP P.T. RIM JO3T5 - Ott; 2>< P.T. SILL PLATE 41�0.00� SOT OF FTG - NOTE, ADJU ,!' U: FAnRIC AND GRAVEL PACK SUBJECT TO WATER TABLE ELEVATION. 5/Es" X 12" A.U. #5 HO><IZCNTAL RI<f3AR ® - SMART VEN'r EL 8.0' - MAXIMUM. I FT ABOVE DUST GAP #5 HORIZONTAL REBAR u--- fOUIlDHOH "'fl[L [,,[Tfll[ #5 HORIZONTAL REf3AR •-- a" MIN. CLOSED CELL / SPRAY FOAM 1 "=1 '-0" / ��N Ft�gsS #5 VERTICAL WET SET DOWELS TO s° T VARNU o PHILBROOK SLAB MECHANICAL #5 HORIZONTAL. 6 �2 REe"AR a----- ___ ER4 r SS�oNAI ESC °� '�" �- ?171$✓ #5 HORIZONTAL REf3AR •-- a" MIN. CLOSED CELL / SPRAY FOAM ,, I .;..... .b . ..: k . ........ ...... ,, I APA NARROW WALL: 111(o" CDX W/ 8D RING- SMART -VENTS SHANK (a 3" O/C ALONG ALL THE PERIMETER OPENINGS. NAIL OVER -LAP ZONEr- W/ 8D 0 3" O/C EW AND INSTALL SOLID PI.1'U1OOD OR L5TA21 STRAPS ON THE INSIDE WALL FACE fXISI1nG RfflR flfvqllon PKAT flfVfl110n Tlohl stcliori ihRU UISHO lffi f lfvqlTlon w cv 3 ; �ivtv`,rittcv - ----_ - ------------------- - ------------- -------------- - ---- I RECEIVED JAN 0 9 2019 HEALTH DEPT. s= n { LEGEND "" L/IJIIIVV /VIVIVVI\ X 99.1 EXIST. SPOT ELEV. —[99]— PROPOSED CONTOUR 198.41 PROPOSED SPOT EL. TH1 DATE: OCTOBER 16, 2018 TEST HOLE 2YYY%. SLOPE OF GROUND Scale: 1 "= 20' UTILITY POLE FIRE HYDRANT NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING DICE # 17-444 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 S�• BENCHMARK: CEMENT BOUND =9.8' NAVD88 EXISTING CONCRETE BLOCK RETAINING WALL AND SAS (TO REMAIN) TH1(A&M) i i i A° ` X 10 O / EXISTING STOCKADE EXISTING GRAVEL FENCE (TYP.) DRIVE W L.� TH1(DCE) \ 9 / A� / // GARAGE 70. A 7 DECK \ x EXISTING DWELLING TOF = 10.7 FFLR = 11.95DECK r� OPOSED ADDf -W BpRbok TOF"=1 .0 SLAB 7A0 k\ y/ rn o 89.48' DROOM r=J P = BEDROOM M SECOND FLOOR FAMILY WALL BETWEEN ROOM BEDROOMS TO BE REMOVED FOYER DECK FLOOR PLANS NOT TO SCALE BATH PATIO KITCHEN PORCH NOTES 1. DATUM IS NAVID 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 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 LOCUS MAP SCALE 1"=2000'± ASSESSORS MAP 23 PARCEL 325 LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL 11) AS SHOWN ON COMMUNITY PANEL #25001CO588 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 WITNESS: PHIL RENAUD DATE: 10/27/09 PERC. RATE _ < 2 MIN/INCH (SEE NOTE) Ott 30" 32" to 84" DINING I MASTER BEDROOM ROOM BATH V FIRST FLOOR Ae FI LL FILL A MLS A 1OYR 3/2 LS 10YR 3/2 C1 g MS A� 1OYR 5/4 1OYR 4/6 C2 MS C 92" 1OYR 5/4 MS 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 T�TLE 5 SITE FLi OF ENGINEER: DANIEL E. GONSALVES SE # 13587 WITNESS: AMY VON HONE DATE: 12/27/17 PERC. RATE — < 2 MIN/INCH (SEE NOTE) CLASS I SOILS --ELEV. 1 p" 9.2' 3" 18" 30" 7.7' 6.7' 5.0' G—W WELL: ZONE ADJ: DEC. � •Ip,l it I i ° II��� �i V� � h DATE DANIEL A. OJALA, P.E., P.L.S. ANN ROCkCA a, DATE: OCTOBER 16, 2018 REV: JANUARY 8, 2019 (SEPTIC DESIGN, BEDROOMS) A Scale: 1 "= 20' 0 10 20 30 40 50 FEET 4 off 508-362-4541 JAN fax 508-362-9880 downcape.com © HEA awn, cope en jineering, inc. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 DATE DANIEL A. OJALA, P.E., P.L.S. GEN D EXISTING CONTOUR EXIST. SPOT ELEV. PROPOSED CONTOUR PROPOSED SPOT EL. TEST HOLE SLOPE OF GROUND UTILITY POLE FIRE HYDRANT ,yUROLS MAY APPEAR IN DRAWING # 17-444 ---•mom. 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 EXISTING CONCRETE BLOCK RETAINING WALL AND SAS (TO REMAIN) EXISTING STOCKADE FENCE (TYP.) L'q� SECOND FLOC WALL BETWEEN BEDROOMS TO BE REMOVED FIRST FLOOR 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-110 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 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 a Ro�fe �R e 0 0° c� e �e S G�o�ep t ocus e ° o c�or Lewis L81V iS Pond Bay Rodeo Polder �1 LOCUS MAP SCALE 1"=2000'± ASSESSORS MAP 23 PARCEL_ 325 _ LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL 11) AS SHOWN ON COMMUNITY PANEL x/25001 CO588J 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 L_G 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) CLASS I SOILS p" ELEV. 30" 32" m FI LL A MLS 10YR 3/2 C1 MS 1OYR 5/4 C2 MS 10YR 5/4 4 p" 9.2' 3" 18" 30" FILL VA 10YR 3/2 B /LS IOYR 4/6 C MS 2.5Y 6/4 r//� UNSUITABLE SOIL 7.7' G—W ADJ. DATA: WELL: MIW-29 ZONE: A ADJ: 1.8' DEC. 2017 6.7' 5.0' 92" 96" 1.2' GROUNDWATER @ 64" GROUNDWATER @ 72" PFRC NOTE: THE PERC RATE OF <2 MIN/INCH HAS BEEN USED BASED ON 2010 RESULTS AT THE RECOMMENDATION OF THE ASSISTANT HEALTH DIRECTOR T�TLE- 5' Sd7 E � "; L A F'. OF #166' � III s�tli JR�i � I �i i�l�' � ilitl, �� WEST YARMICUTH', �� �V�B ����Cpl PREPARED FOR ....... ED F. DATE: OCTOBER 16, 2018 REV: JANUARY 8, 2019 (SEPTIC DESIGN, BEDROOMS; Scale: 1"= 20' k` 0 10 20 30 40 50 FEET RECEIVED JAN 092019 off 508-362-4541 fax 508-362-9880 I � downcape.com HEALTH DEPT. RNA civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 DATE DANIEL A. OJALA, P.E., P.L.S. 17-444 DESMARAIS.DW( LEGEND -- as — EXISTING CONIOUH X 99-' EXIST. SPOT ELEV. —[99]— PROPOSED CONTOUR [98.4] PROPOSED SPOT EL. TH 1 TEST HOLE 2% SLOPE OF GROUND 1-0-) UTILITY POLE ZYXI FIRE HYDRANT NOTE. NOT ALL SYMBOLS MAY APPEAR IN DRAWING LICE #>7-444 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 MA APPROVED DATE BOARD OF HEALTH 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 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 "EST HOLE LOG TH1(A&M) ENGINEER: A & M LAND SERVICES WITNESS. PHIL RENAUD DATE: 10/27/09 PERC. RATE = < 2 MIN/INCH (SEE NOTE) 30" 32" EM FILL FILL A MLS A/L/ 10YR 3/2 S 18" 10YR 3/2/ C1 B / MS /LS 10YR 5/4 30" 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 lutiuniri Ww � wmm � i � nmi�o ei wwuaiu w ooa i rcummuip� �l�uuNM911� iam�Firy ami io mmm if I iwi ��:+uw � Wwiuw Ii�M .rna i muuai i u�uu wriom umm . � � �� J4ii WN LOCUS MAP SCALE 1"=2000'± 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 SUMMAIRY 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 L_OG TH1(DCE) ENGINEER: DANIEL E GONSA V _S_—#j3587 WITNESS: AMY VON HONE DATE: 12/27/17 PERC. RATE _ < 2 MIN/INCH (SEE NOTE) CLASS I SOILS >i ELEV. 0" 9.2' 3" 0 UNSUITABLE SOIL 7.7' G—W ADJ. DATA: WELL: MIW-29 ZONE: A ADJ: 1.8` DEC. 2017 6.7' 5.0' A 1\1 N R01v CC"', 0, .1p Y f �• 6 'ES" ILVERLEAF LAI NEVVEST YARMOU7H., MA PREPARED FOR DATE: OCTOBER 16, 2018 REV: JANUARY 8, 2019 (SEPTIC DESIGN, BEDROOMS) Scale: 1 "= 20' RECEIVED JAN 092019 HEALTH DEPT. 0 10 20 30 40 -5O FEET / off 508-362-4541 I s'fox 508-362-9880 Idowncape.com CSC n'l; Cape C� Jr� C;� 16�', 4"'r,- ;, civil engineers land surveyors 939 Main Street (Rte 6,1) YARMOUTHPORT MA 02675 17-444 DESMARAIS.DWG pa �Rou fe N --- ra P� s P ocus Q 0 Lewis Lewis Pond Bay 1� Rod/o Power LOCUS MAP SCALE 1"=2000'± 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 SUMMAIRY 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 L_OG TH1(DCE) ENGINEER: DANIEL E GONSA V _S_—#j3587 WITNESS: AMY VON HONE DATE: 12/27/17 PERC. RATE _ < 2 MIN/INCH (SEE NOTE) CLASS I SOILS >i ELEV. 0" 9.2' 3" 0 UNSUITABLE SOIL 7.7' G—W ADJ. DATA: WELL: MIW-29 ZONE: A ADJ: 1.8` DEC. 2017 6.7' 5.0' A 1\1 N R01v CC"', 0, .1p Y f �• 6 'ES" ILVERLEAF LAI NEVVEST YARMOU7H., MA PREPARED FOR DATE: OCTOBER 16, 2018 REV: JANUARY 8, 2019 (SEPTIC DESIGN, BEDROOMS) Scale: 1 "= 20' RECEIVED JAN 092019 HEALTH DEPT. 0 10 20 30 40 -5O FEET / off 508-362-4541 I s'fox 508-362-9880 Idowncape.com CSC n'l; Cape C� Jr� C;� 16�', 4"'r,- ;, civil engineers land surveyors 939 Main Street (Rte 6,1) YARMOUTHPORT MA 02675 17-444 DESMARAIS.DWG f �• 6 'ES" ILVERLEAF LAI NEVVEST YARMOU7H., MA PREPARED FOR DATE: OCTOBER 16, 2018 REV: JANUARY 8, 2019 (SEPTIC DESIGN, BEDROOMS) Scale: 1 "= 20' RECEIVED JAN 092019 HEALTH DEPT. 0 10 20 30 40 -5O FEET / off 508-362-4541 I s'fox 508-362-9880 Idowncape.com CSC n'l; Cape C� Jr� C;� 16�', 4"'r,- ;, civil engineers land surveyors 939 Main Street (Rte 6,1) YARMOUTHPORT MA 02675 17-444 DESMARAIS.DWG j € i r. ,. ........ ..... ... .. so I ........... ... ..... ...... ......::.. CrD ,> —Cot-� r r CD II l V p�j O C1 .......... T f 5 y g ...:: ... � G bfDROOM X. xx -- XXX c II O M W . .... ............. . .. -.-..-.... .. ......:- Fl .... ....... ... .... ....... ... :. 2 :5 5 X. 5 I 2