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Home My WebLink AboutBLD-17-4665TEST HOLE LOGS ENGINEER: CRAIG J. FERRARI, SE #13871 WITNESS: AMY VON HONE, RS DATE: 3/10/2016 c� O14 PERC. RATE _ < 2 MIN/INCH O CLASS 1 SOILS ,Q \ ELEV. 44V p°' 13.5 ` FILL 32" LS 10YR 3/2 - V �p 43 9.9r B 8 � � �O �p � OLS \ \ F> -0 10YR 5/8sjy \ 52 9.2'/ �ititic / /� /'�^ • LF - 40 PERC C / h oh PAVEMENT TO BUILDING \ co ^ J'` TH 1 /Q 1\` IVIS /��" \ \ G -W ADJ. DATA: WELL: MIW 29 1OYR 7/8 ZONE: A _c �, o ADJ. 1.1 0/ / O 120„ 3.5 / � \ / <;, / GROUNDWATER ENCOUNTERED AT 93" ELEV. 5.75 o / J OHE / � HE OHE EXISTING OHE / o RETAIL �o BUILDING ' CONC. BLOCK 2,940 SF t <� s8 C On o 4v / BENCHMARK: BOUND ELEV. =13.85 \ ti\ w c� EXISTmNA' 0 N D I T KON N S Scale: 1"= 20' 0 10 20 30 40 50 FEET DCE # 16-060 CURB CUTS TO BE CLOSED NEW GRANITE CURB AND SIDEWALK ON RT. 28 TO MATCH EXISTING o 900 AN \ %Apo/ 40;�::� V ! \\ \ o C REQUIRED: W N PROPOSED: MIN. LOT SIZE NOTES 8,235 S.F. CIO 0 MIN. LOT FRONTAGE mQ �Q SYSTEM PROFILE 290' > FW- Q 1. DATUM IS NGVD29 (SUBRACT 1' FOR NAVD88) 125' LEGEND 80' MIN. LOCUS 30' 44' MILL MIN. FRONT (KENS) SETBACK CREEK 20.5' SYSTEM DESIGN: MIN. FRONT (BEATRICE) SETBACK (NOT TO SCAMMARK CORNERS OF 8.5' 2. MUNICIPAL WATER IS AVAILABLE 99 _ EXISTING CONTOUR LOCUS MAP SCALE 1"= 1000' BUILDING HEIGHT PROVIDE MIN. 20" DIAM. WATERTIGHT ACCESS COVERS TO WITHIN 6" OF FIN. GRADE LEACHING BLA�IRSET 44" BE OW PROVIDE INSPECTION PORTS TO WITHIN 3" OF FINISH GRADE 3. MINIMUM PIPE PITCH TO BE 1/8' PER FOOT. X 99 � EXIST. SPOT ELEV. GARBAGE DISPOSER IS NOT ALLOWED SLAB EL. 15.6 GRADE 2% SLOPE II 15.0 FILTER FABRIC \ 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS 99 -��- PROPOSED CONTOUR DESIGN FLOW: 3 BEDROOMS 0 110 GPD = 330 GPD MINIMUM .75' OF COVER OVER PRECAST TOP 12.87' TO BE AASHO H -].Q FINISHED GRADE- 4" LOAM & SEED OR PAVE AS REQ. 1984 ] PROPOSED SPOT EL. USE A 330 GPD DESIGN FLOW � PRECAST H-10 14-15 r 5. PIPE JOINTS TO BE MADE WATERTIGHT. TH1 ., .• RISERS ('fYP.) 2'0 4'OSCH40 PVC CLEAN FILL 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH YY TEST HOLE SEPTIC TANK: 330 GPD (2) = 660 g2"MIN. SUMP MIN. INT. DIM. PIPES LEVEL IST 2' S=0.005 ° 310 CMR 15.000 (TITLE 5.) 4' �oR►TM PVC r 2� USE A 1500 GAL. SEPTIC TANK ,- "� *13.34' 10- 1500 GAL H-10 14' O.C. ° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO SLOPE OF GROUND '' t 2.99' TEE SEPTIC TANK TEE 12.74 8' STONEILEACHINGOFlELD WASHED ° 6"DEPTH MIN BELOW INV. BE USED FOR LOT UNE STAKING OR ANY OTHER UTILITY POLE LEACHING: �' ;: GAS BAFFLE ; °000p0000°go FORRLEVE NES X 12.52' 0.,0. LEVEL BOTTOM ° o 12.35 ' PURPOSE. 330 GPD / (.74) = 446 SF REQUIRED ": 12.72' 12.55' 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC. FIRE HYDRANT ' :� • •. : 4' UQ. LEVEL (ACME OR EQUAL) -' ' 15' X 30' = 450 SF OK r•:' '�+.•' '"�•-••� �' r�•'� ': 30.0' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING 450 SFX = 333 GPD OK °o°o°o°o°0°0°0°o°Oo°0°o0000000000000000o0000a °°°�°°°°°°°°°°°°°°°0000°°°°°°°°°°°°°°°°°°°°°° +,o o„o_�_�_�.+_� 0 0 0 o n r_�_�_�_�_o.o ° 11.85 WITHOUT INSPECTION BY BOARD OF HEALTH AND .74 PERMISSION OBTAINED FROM BOARD OF HEALTH. USE A 15' X 30' PIPE AND STONE LEACHING FIELD 6' CRUSHED STONE OR MECHANICAL 5.0' --- 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CAWNG COMPACTION. (15.221 [2p DIGSAFE (1-888-344-7233) AND VERIFYING THE ADJUSTED GROUNDWATER 6.85' N OF ALL LOCATIONOND & OVERHEAD UTIU11ES 2.5 1 (_1.5% SLOPE) ( % SLOPE) (1 % SLOPE) PRIOR COMMENCEMENT OF WIORK. ADJ. DATA: 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE FOUNDATION 14' SEPTIC TANK 2' D' BOX 59 LEACHING L: MIW 29 WELL: WEL REMOVED 5' BENEATH AND AROUND THE PROOOSED FACILITY ZONE: A LEACHING FACILITY. MA *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL ADJ: 1.1' 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND APPROVED DATE BOARD OF HEALTH UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM 13. PERMISSION FOR USE OF BEATRICE WAY TO BE OBTAINED PRIOR TO BUILDING PERMIT ISSUANCE. TEST HOLE LOGS ENGINEER: CRAIG J. FERRARI, SE #13871 WITNESS: AMY VON HONE, RS DATE: 3/10/2016 c� O14 PERC. RATE _ < 2 MIN/INCH O CLASS 1 SOILS ,Q \ ELEV. 44V p°' 13.5 ` FILL 32" LS 10YR 3/2 - V �p 43 9.9r B 8 � � �O �p � OLS \ \ F> -0 10YR 5/8sjy \ 52 9.2'/ �ititic / /� /'�^ • LF - 40 PERC C / h oh PAVEMENT TO BUILDING \ co ^ J'` TH 1 /Q 1\` IVIS /��" \ \ G -W ADJ. DATA: WELL: MIW 29 1OYR 7/8 ZONE: A _c �, o ADJ. 1.1 0/ / O 120„ 3.5 / � \ / <;, / GROUNDWATER ENCOUNTERED AT 93" ELEV. 5.75 o / J OHE / � HE OHE EXISTING OHE / o RETAIL �o BUILDING ' CONC. BLOCK 2,940 SF t <� s8 C On o 4v / BENCHMARK: BOUND ELEV. =13.85 \ ti\ w c� EXISTmNA' 0 N D I T KON N S Scale: 1"= 20' 0 10 20 30 40 50 FEET DCE # 16-060 CURB CUTS TO BE CLOSED NEW GRANITE CURB AND SIDEWALK ON RT. 28 TO MATCH EXISTING o 900 AN \ %Apo/ 40;�::� V ! \\ \ o C ASSESSORS MAP 37 PARCEL 63 LOCUS IS WITHIN FEMA FLOOD ZONE X (0.2 PCT ANNUAL CHANCE FLOOD HAZARD) AS SHOWN ON COMMUNITY PANEL #25001 CO569J DATED 7/16/2014 OWNER OF RECORD GAIL CAMPANELLI 25 MID TECH DRIVE, SUITE C WEST YARMOUTH, MA 02673 REFERENCES DEED BOOK 28950 PAGE 97 PLAN BOOK 237 PG 17, PB 503, PAGE 58 PB 649 PG 63 ZONING SUMMARY ZONING DISTRICT: B-2 BUSINESS DISTRICT REQUIRED: W N PROPOSED: MIN. LOT SIZE 20,000 S.F. 8,235 S.F. CIO 0 MIN. LOT FRONTAGE mQ �Q ISLAND RD 290' > FW- Q LOT WIDTH 125' 80' 80' MIN. LOCUS 30' 44' MILL MIN. FRONT (KENS) SETBACK CREEK 20.5' 20.6' MIN. FRONT (BEATRICE) SETBACK 30' 7.1' 8.5' MIN. SIDE SETBACK 25' LOCUS MAP SCALE 1"= 1000' BUILDING HEIGHT 35' - ASSESSORS MAP 37 PARCEL 63 LOCUS IS WITHIN FEMA FLOOD ZONE X (0.2 PCT ANNUAL CHANCE FLOOD HAZARD) AS SHOWN ON COMMUNITY PANEL #25001 CO569J DATED 7/16/2014 OWNER OF RECORD GAIL CAMPANELLI 25 MID TECH DRIVE, SUITE C WEST YARMOUTH, MA 02673 REFERENCES DEED BOOK 28950 PAGE 97 PLAN BOOK 237 PG 17, PB 503, PAGE 58 PB 649 PG 63 ZONING SUMMARY ZONING DISTRICT: B-2 BUSINESS DISTRICT \ ��• �y `s�ijrh 0 SITE IS WITHIN THE HOTEL/MOTEL OVERLAY O �! �\\ DISTRICT 1 `� SITE st Pk l IS NOT LOCATED WITHIN A STATE V' ZONE II WATER PROTECTION DISTRICT L TILITIES ARE EXISTING ON ROUTE 28 ALL U / /� • ^ • / O - NEW WATER \�� O DETER PIT AT \ O EXISTING CURB ,I .� � / _ +. ; \ STOP (VERIFY LOCATION IN �IELD) NEW LINE / 1'0\HOME 10' C SEPTIC/ I v HING `� F P E R' 0 P 0N"U"1T� lu" N S Scale: l "= 20' ��P�(N OF �Ss9c�*��N 0 oma° DANIEL ti�� °� DANIEL A. A. OJALA 0 10 20 30 40 50 FEET U OJALA "' � CML No.40980 ,o � -o No.46502 �sS1o`'�°��cis° .1 3-20- 2017 ANIEL A. OJALA, P.E., VL.S. DATE OHE - Yarmouth Health Department PPD 2Z-2 4a -&e- Date LE iSITEE PLAN OF #237 ROUTE 28 WEST YARMOUTH. MA PREPARED FOR GAIL CAMPANELLI DATE: JUNE 22, 2016 REV: AUGUST 4, 2016 (GRADING) REV. 2-4-17 (WATER SERVICE, BERM PER ZBA) REV. 3-20-17 (SIDE SETBACK) Scale: 1 "= 20' 0 10 20 30 40 50 FEET off 508-362-4541 fax 508-362-9880 downcape.com town cape eerinB, inc. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOU THPOR T MA 02675 16-060 REQUIRED: EXISTING: PROPOSED: MIN. LOT SIZE 20,000 S.F. 8,235 S.F. 8,235 S.F. MIN. LOT FRONTAGE 125' 290' 290' MIN. LOT WIDTH 125' 80' 80' MIN. FRONT (RT 28) SETBACK 30' 44' 42.8' MIN. FRONT (KENS) SETBACK 30' 20.5' 20.6' MIN. FRONT (BEATRICE) SETBACK 30' 7.1' 8.5' MIN. SIDE SETBACK 25' 0' 3.1' MAX. BUILDING HEIGHT 35' - - \ ��• �y `s�ijrh 0 SITE IS WITHIN THE HOTEL/MOTEL OVERLAY O �! �\\ DISTRICT 1 `� SITE st Pk l IS NOT LOCATED WITHIN A STATE V' ZONE II WATER PROTECTION DISTRICT L TILITIES ARE EXISTING ON ROUTE 28 ALL U / /� • ^ • / O - NEW WATER \�� O DETER PIT AT \ O EXISTING CURB ,I .� � / _ +. ; \ STOP (VERIFY LOCATION IN �IELD) NEW LINE / 1'0\HOME 10' C SEPTIC/ I v HING `� F P E R' 0 P 0N"U"1T� lu" N S Scale: l "= 20' ��P�(N OF �Ss9c�*��N 0 oma° DANIEL ti�� °� DANIEL A. A. OJALA 0 10 20 30 40 50 FEET U OJALA "' � CML No.40980 ,o � -o No.46502 �sS1o`'�°��cis° .1 3-20- 2017 ANIEL A. OJALA, P.E., VL.S. DATE OHE - Yarmouth Health Department PPD 2Z-2 4a -&e- Date LE iSITEE PLAN OF #237 ROUTE 28 WEST YARMOUTH. MA PREPARED FOR GAIL CAMPANELLI DATE: JUNE 22, 2016 REV: AUGUST 4, 2016 (GRADING) REV. 2-4-17 (WATER SERVICE, BERM PER ZBA) REV. 3-20-17 (SIDE SETBACK) Scale: 1 "= 20' 0 10 20 30 40 50 FEET off 508-362-4541 fax 508-362-9880 downcape.com town cape eerinB, inc. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOU THPOR T MA 02675 16-060 I RD CIJJ5 MILL ,r CREEK LOCUS MAP' SCALE 1 1000' ASSESSORS MAP 37 PARCEL 63 C\ A- New Single T.am'i.ly Residence for n Single Famil A New y Residence for Gail Campanelli Located at 237 Route 28 in South Yarmouth, Massachusetts i a General Structural Notes: Index of Drawl Concrete strength - 3,000 psi @ 28 days. Built-up wood beams Q piece) - fb = 1,200 psi; E = 11500,000 psi. Fully spike together with 2 rows of 1. Cover: General Project Notes, Schematic Site Plan I Od annular ring nails each side. "875 2. First Floor Plan, Second Floor Plan Floor joists - fb = psi; E = 1,400,000 psi. Studs and posts - fb= 1,150 psi; E = 1,400,000 psi. 3. Foundation Plan, Second Floor Framing Plan Wood members used for placement against concrete or in exposed weather locations shall be pressure 4. Roof Framing Plan, Typical Wall Section, Typical Eave Detail Typical treated with ACQ preservative to minimum retention of 0.6 PCF in accordance with AWPA C3. Building Sec tion, Exterior Elevations. Wood trusses - live load deflection < L/480; total load deflection < L/240. 6. ' Building Sections, Stair Section Truss top and ,bottom chords shall be minimum 2.x 6 nominal. Perforated Shear Wall -Notes: Each exterior wall shall act as a Perforated shear wall._ Usedouble studs at each end of shear walls. Use Simpson HDU5-SDS2.5 hold-down bracket at each double stud with Ys" tie -down anchor bolt with minimum 8' embedment in concrete. Use Simpson HDU5-SDS2.5 hold-down brackets with Ys" threaded rod connection between first and second floors at each double stud. Use standard Y2' anchor bolt at 36 o.c. along shear walls in between hold-down brackets. Zoning: Plywood wall sheathing shall lap continuously onto cap -plates and sole plates. B-2,''Business; Hotel/Motel Overlay District 1 Plywood shall be nailed on all 4 edges and will require solid. blocking. Site is not within State Zone 11 Water Protection District Plywood shall be fastened .with 8d nails at 6" o.c. about perimeter, 8d @10" o.c. at interior of panel. FEMA Flodd Zone X Assessors Map 37, Parcel 63 Wood Windows: Wood -windows shall be as manufactured by Andersen Corporation - A Series, size and type per plan Building Program: Full Frame with'Low-E4 glass, exterior window finish - white, hardware finish - white, full window, screen. Two StorySingle Fa mily, 3 Bedroom Residence: Install -precisely per manufacturer's written instructions.First Floor. Living, Dining, Kitchen, Bedroom w/Bath, Powder Room, - Laundry, dry, Mechanical, 1 car garage. ' Trim: Exterior T ri Second Floor: 2 Bedrooms each w/Bath, Storage Attic. All exterior trim including rakes, corner boards, soffits, moldings and decking to be as manufactured by Azek Building Products. Building Code Analysis: Install precisely per, manufacturer's written instructions.Use: Residential, R -3, Buildings with no more than 2 dwelling units onstruction Type VB: Wood Construction Connectors: Height: 40' (+20' with sprinkler) All connectors to be by Simpson Strong -Tie Company, Inc. Floor Area: 7,000 SF per floor (+200% with sprinkler) Use appropriately sized joist hangers. Use concealed flanges as required. Number of Stories: 2 (+1 story with sprinkler) Connectors in exterior locations to be supplied with additional corrosion protection. Exterior below Provide automatic residential fire sprinkler system grade connectors to be stainless steel. Fire Ratings: Install precisely per manufacturer's written instructions.. Structural Frame - 0 hours Bearing Walls -0 hours Roofing installation Notes:. Floor and Roof Construction - 0 hours Asphalt roofing shingles shall be TruDefinition Duration (Algae Resistant) as manufactured by Fire Separations: Owens Corning Roofing and Asphalt, LLC. Garage to residence and attic: 1/2" gypsum or equivalent to garage side Install ice And water shield at all roof edges. Extend down onto fascias and rakes 1 Extend back on Means of Egress: roof deck minimum 36" inboard of heated wall line. 1 Exit per Unit Install 6" aluminum drip edges at all eaves under ice and water shield. Stair clear width 36" Install 6" aluminum drip edges at all rakes over ice and water shield. Egress Windows as required by code Provide ice and water shield at all valleys extending back 18" each side of valley. -1-ure: Loads and Strud, TOWN OF YA-RMOUTH Provide ice and water shield at all ridges extending down roof 18" each side of ridge leaving proper Floor load: .40 psf live load, VIEWED FOR BUILDING AND 7 NING REODE 0 pening for functioning ridge ventilation. Habitable attics and sleeping rooms: 30 psf live lo d a 10 CCOMPLI- ANCE, ERRORS OR OMMISSIONS DO NOT RELIEVE THE APPLICANT F THE RESPONSIBILITY Install breathable roofing underlayment as called for by roofing manufacturer. Ground Snow Load: 30 psf COMPLIANCE.ROM OF'AS BUILTx Install new stack vent boots and exhaust fan vents (as required). Apply ice and water shield over flanges Basic Wind Speed: 110 MPH DATE: minimum 12" wide per manufacturer's instructions. Assumed Soil Bearing Capacity: 2,000 psf Install roofing'starter strip at all roof edges. Exposure Category: B BUI IN FFICLAL Install new asphalt roofing with continuous ridge vent from end to end of ridge. Surface Roughness Category:. B Use closed cut valleys installed per manufacturer's recommendation. Climate Zone: 5A (all of Massachusetts) At roof to wall intersections provide metal flashing 6" up wall and 6" onto roof.. Occupancy Category: `II Provide and install 2" -wide continuous aluminum soffit vents (color white) at all eaves.. Wind-borne Debris Region: Yes A CERTIFIED AS BUILT IS REQUIRED BEFORE FINAL INSPECTION FILE COPY IAKRO ASSOCIATES ARCHITECTS 27 Eastview Terrace, Marstons Mills-, MA 02648 Tel. and Fax: 508-419-1217 SCAM APPROVED BY: -TS DRAWN BY DATE:REVISED C_ DRAWING NUMBER 170� -7 5z, - .t BY DRAWING NUMBER i k .__ +L- ..-_Y'�Jtt'E "TR.._.._.r•�rr-.:r r" -41w. §.1.� .5r--6. 'ut:C--.. AKRO ASSOCIATES ARCHITECTS 27 Eastview Terrace, Marstons Mills, AAA 02648 Tel. and Fax: 508-419-1217 DCL.- ZJi DRAWN REVISED DRAWING NUMBER I (e'e--- I 8 A New. Single Family Residence for Gail C-ampanelli Located at 237 Route 28 in South Yarmouth, Massachusetts VO ASSOCIATES :ARCHITECTS iew Terrace, Marstons Mills, MA 02648 ax: 508-419-1217 5(1 - ��t cvrtG��T� t�rn�itstbN jp I'Z _fit cc�M��T�.-. ot►��rJS�aN ��• �.. 1Z (�.GoNG {StE� �� is ;p tj DATE: REVISED DRAWING NUMBER j�o:1 ................................................. . : kj t it:aQ 4 j 3 Z!d, A } �! �}��"��?•��.�-`h� t t'� SVS... �� .`� : v;1 1 ,X i`'lCr :OMI .......... Z. k L ' __ __-:_:: �_ '', �y �' 1 GJ�:I.;. ��v� i��l�l•�L--- �' ;.-7"�' � �'�-r� Gc.t1�� P�►�t �- .. .......... ... CR Zzu _..____---i/Z_._Pr;/�-✓1�i-�:�� _ �z�c� ��J�'�1t-1:Cs:_�.�1� .D G. � , Ig �� hp D ��ofcd-lUv�1`n:ot�_,1D_.Mii�- ��. -:, 1' ___._ �..}Cclr� �. a�tS�G• _ . _ .:.. om _eta VU -�Y�'pp 3 V7 Q ® °IlA�.. VT SII, - j II • SII _ CP - A New Single Family, Residence for P-4 arnaneG a� i -I SOCIATESARCHITECTS, rrace, Marstons Mills, MA 02648 Located'at 237• Route 28 in South, Yarmouth Massachusetts -8-419-1217 SCAtE:Zd APPROVED BY: DRAWN BY Z2 DATE; tllY� REVISED DRAWING NUMBER 1(zpC>1 a All 1 Z U -Co _ ... .... ... ._ ._._._ _ _ ...._ _ iFIT / ' Z i ' err i r LC�- 1 .. --- - .:---- - 4- %� t .i........_•`—!tea w. �. ^0.7..�__ it I ( �t ei, ' 1 ik i f '. `"�F.'_._,_.•.. A New Single Family Residence for Gail Campan.e.11i Located at 237 Route 28 in South Yarmouth, Massachusetts r e BY: DRAWN DRAWING �N+UMBER 1, C"