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Home My WebLink AboutBLD-20-1917I Yarmouthpori, GENERAL NOT ES: SOIL TEST LOGS: SYSTEM DESIGN CALCULATIONS: PUMP DOSING CALCULATIONS: PUMP CHAMBER FLOAT DETAIL:opY "'A TEST HOLE 1: EL -24.0± - - 5E4AGE DE51GN FLOW:. - I NOT TO SCALE _ LOCUS A.) NEITHER DRIVEWAYS NOR PARKING AREAS ARE ALLOWED OVER SEPTIC SYSTEM INE L M OF EF LUENT TO BE PUMPED TO LEACHING FIELD: c UNLESS H-20 COMPONENTS ARE USED. B.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE 5Y5TEM AS DESIGNED UN- LE55 CONSTRUCTED AS SHOWN. ANY CHANGES SHALL BE APPROVED IN WRITING. C.) CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. DEPTH FROM SURFACE) (INCH0-15 501 501L HORIZON N TUB SOL - COLOR SOIL MOTTLING OTHER O- 16 r I 2 Yarmouthpori, GENERAL NOT ES: SOIL TEST LOGS: SYSTEM DESIGN CALCULATIONS: PUMP DOSING CALCULATIONS: PUMP CHAMBER FLOAT DETAIL:opY "'A TEST HOLE 1: EL -24.0± - - 5E4AGE DE51GN FLOW:. - I NOT TO SCALE _ LOCUS A.) NEITHER DRIVEWAYS NOR PARKING AREAS ARE ALLOWED OVER SEPTIC SYSTEM INE L M OF EF LUENT TO BE PUMPED TO LEACHING FIELD: c UNLESS H-20 COMPONENTS ARE USED. B.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE 5Y5TEM AS DESIGNED UN- LE55 CONSTRUCTED AS SHOWN. ANY CHANGES SHALL BE APPROVED IN WRITING. C.) CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. DEPTH FROM SURFACE) (INCH0-15 501 501L HORIZON N TUB SOL - COLOR SOIL MOTTLING OTHER O- 16 A fine Loam an I 2 NONE N NE 15-3 Silt am I 6 NONE Firm 57-92 C 1 Fire a an I I OTR G/6 Enable 92-149 I'm and O 6 NONE MENCOU 142! CONSTRUCTION NOTES: TEST HOLE 2• EL -2G.3± 1.) ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5, AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH. 2.) SEPTIC TANK(5), GREASE TRANS). DOSING CHAMBER(5) AND D15TFJ13UTION BOX(E5) SHALL BE SET ON A LEVEL 5TA13LE BASE WHICH HAS BEEN MECHANICALLY CRUSHED STONE BASE DEPTH FROM SURFACE (INCHES) 501E HORIZON 501E TEXTURE N50AJ 50L COLOR (MUN5EW 504 OTHER MOTTIJNG O- 16 A Fire Loamy 5andI OlR 3/2 N NE I G-53 p Sift Loam I OYR 5/6 NONE 53-132 I fire Loamy Sand I OTR G/6 NONE - 132-132+ C2 Sdt Loam I DYR Gr7l NONE COMPACTED, OR ON A 6 INCH 3.) SEPTIC TANK(5) SHALL MEET A5TM STANDARD C 1127-93 AND SHALL HAVE - TEST HO' E 3- EL -227t AT LEAST THREE 20' DIAMETER MANHOLES. THE MINIMUM DEPTH FROM THE BOT- TOM OF THE SEPTIC TANK TO THE FLOW LINE SHALL BE 48. 4.) SCHEDULE 40 PVC INLET AND OUTLET TEES SHALL L9(TEND A MINIMUM OF G' ABOVE THE FLOW LINE OF THE SEPTIC TANK AND SHALL BE INSTALLED ON THE CENTERLINE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE. 5.) RAISE COVERS OF THE SEPTIC TANK AND D15TRI13UTION BOX WITH PRECAST 4 BEDROO LUNG @ I 10 GPD - 440 GPD I . DETERM VDU E. LEACHING CAPACITY REQUIRED, - DAILY FLOW = 440 GALLONS (PER TITLE 5 FLOWS) INLET INVERT _ a ED M (MAX.) @ I 10 GFD = 440 GPD REQUIRED NUMBER OF DOSES PER DAY - 8 D05E5 Storage Volume SEPTIC TANK CAPACITY REQUIRED, NUMBER OF GALLONS - 440!8 - 55 GPD - (231- 676 Gallons) 6 40 GPD @ 200 = 880 GAL. REQUIRED - - HIGH ALARM DAILY FL = 4 2. DRAIN BACK VOLUME: pyrte sA PUMP ON - SEPTIC TANK CAPACTTY PROVIDED, 2' FORCE MAIN - G.Gt GALLONS 1500 G LLON nm A (M N. ALLOWED) PUMPING VOLUME = DOSING VOLUME + DRAIN BACK VOLUME 5 3' -Cycle Volume (88± GALLON PER DOSING) LEACHING CAPACITY PROVIDED: PUMPING VOLUME - 55 GALLONS + 6 6 GALLONS - 61.6 GALLONS -.t Low Water, Pump OH - - - 2.0 LEACHING CHAMBER CAN LEACH: - I s SUMP 3. TOTAL DYNAMIC HEAD: I Mt. - Vt=[(33.5 X 12.83) + (33.5 X 2.0)2 + (12.83 X 2.0)21 X 0.74 GPDFF=455.10 GPD 455 GPD>440 GPD REQUIRED 4. PUMP MUST BE CAPABLE OF PUMPING AT LEAST 5 GPM _ _ - NOTE: A GARBAGE DISPOSAL 15 NOT PERMITTED WITH THI5 DESIGN. AGAINST A TOTAL DYNAMIC HEAD OF. I O'± FT NSE ONE LIBERTY 1/3 HP. LOW HEAD EFFLUENT INSTALLP PUMP OR ENGINEER APPROVED EQUIVALENT) *FLOAT INSTALLATION NOTES: N (I - 1500 GALLON SEPTIC TANK- - - I .) FLOATS SHALL BE INSTALLED Wfil1.A CABLE WEIGHT ONE (1) - 1500 GALLON PUMP CHAMBER HP LOW HEAD EFFLUENT PUMP FLOATS AND ALARMS AND SHALL NOT BE TETHERED TO THE DISCHARGE UNE IN ORDER N _ ONE (1) - U13ERI Y EFFLUENT PUMP, 113 ONE ( I) 3 OUTLET DISTRIBUTION BOX (H-20 Rated) TO ALLOW FOR THEM TO BE PULLED UP TO THE TOP OF PUMP CHAMBER.. - -. - NOT TO SCALE - DEPTH (INCHES) HORIZON TO(TILURE (USDA) COLOR (MUN5EW MOOITUNG OTHER 0-13 A fine Loamy Sand I OYR 312 1 NONE -30 5 Fire Loarry 5ard I OYR 518 N 1 Cl Fine SaidIOtR6/6 BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LE55 THAN 196. NONE PERC P 61 < MI N 451-105 2 50t Loam IOYR E - THREE (3) - 500 GALLON LEACH CHAMBERS WITH 4' OF STONE ALL AROUND - PU M P N oES k- REQ U I RE M E NTS : 2.) FLOATS SHALL BE INSTALLED 50 THAT THEY CAN BE Q ONE (1) -. MUSHROOM VENT CAP 15Y 5WEET-AIR! -- - ACCESSED FROM OUTLET MANHOLE COVER. .) ALARM LOCATION SHALL BE APPROVED BY OWNER. ALARM SHALL BE A RED WARNING 3.) FLOATS MUST BE INSTALLED SO THAT THEY ARE LAND COURT PLAN 181 1 2-C - LIGHT WITH AUDIBLE ALARM LOCATED WITHIN THE BUILDING AS SHOWN ON THE PAN. FREE TO MOVE THROUGHOUT IT5 TRAVEL AND NOT CONTACT CERTIFICATE # _ 1275907 2.) THE CORDS FOR THE FLOATS SHALL BE ONE CONTINUOUS PIECE FROM THE PUMP CHAMBER THE PUMP BODY, PIPING, OR OTHER OB.IECT5. ASSESSORS' MAP 121 PARCEL 45 - TO THE DISCONNECT FULL BOX. THE CORDS SHALL BE ENCASED IN 3' ELECTRICAL CONDUIT. - - CONCRETE WATER TIGHT RISERS OVER INLET AND OUTIE T TEES TO WITHIN 6" OF - - _ - 3.) ALARM AND PUMP TO BE WIRED DIFFERENT U AW -247 (5DN-252 OUT OF ORDER) - LEGEND FIN15H GRADE, ORAS APPROVED SY THE LOCAL BOARD OF HEALTH AGENT. - DATE OF TESTING: 4/3/2019 PERCOLATION RATE: LE55 THAN 3 MIN iNCF IN'C2' LAYER OF TEST PR # I ,AND "CI' LAYER OF TEST PIT #3. _ ATIONS 5 4 J ALL PUMP, WIRING, ALARM, AND FLOAT INSTALLATIONS SHALL CONFORM TO MASSACHUSETTS FL _ 0 ' 1 . 1' Estimated Depth To High Water: 6J PIPING SHALL CONSIST OF 4' SCHEDULE 40 FVC OR EQUIVALENT. PIPE SHALL WITNF55ED BY: MATTHEW J. WROBEL, ELT, J.M. ORR EILLY ASSOCIATES, INC. - - STATE PLUMBING AND MASSACHUSETTS STATE ELECTRICAL CODES A5 WELL AS TO g oB - -- 32 EXISTING CONTOUR BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LE55 THAN 196. AMY VON HONE, AGENT, YARMOUTTI HMI l DEPARTMENT MANUFACTURERS SPECIFICATIONS. PC 32 PROPOSED CONTOUR 7.) DISTRIBUTION LINES FOR 501L ABSORPTION SYSTEM (AS REQUIRED) SMALL BE GROUNDWATER ENCOUNTERED STANDING !d 149' IN TEST HOLE I USE A LOADING RATE OF 0.74 GPO/SF FOR SIZING OF SOIL N350RPfION 5Y5TEAA. - 5.) PUMP SHALL BE LIBERTY PUMP - 113 HP -LOW HEAD EFFLUENT PUMP OR ENGINEER APPROVED EQUAL. INSTALLER SHALL VERIFY PUMPS WITH MANUFACTURER FOR FLOW AND TDM (SEE PUMP - x! Z- EXISTING SPOT GRADE 4' DIAMETER SCHEDULE 40 PVC LAID AT 0.005 FT/T'T. UNE 5HALLBE CAPPED - D051NG CALC5 POR DETAILS). 24x5 PROPOSED SPOT GRADE AT END OR AS NOTED. - " 6 ) ENGINEER SHALL REVIEW AND APPROVE 5UBMRTAL5 ON PUMPS, FLOATS. AND CONTROL - w- WATER SERVICE LINE 8.) OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT LEAST 2' BEFORE PITCHING TO SOIL ABSORPTION 5Y51 -EM. WATER TEST DISTRIBUTION - BOX TO ASSURE EVEN D15TR 13UTION. 9.) DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF 6" MEASURED BELOW THE OUTLET INVERT. - 10.) 15A5E AGGREGATE FOR THE LEACHING FACILITY SHALL CONSIST OF 3/4' TO I-1/2" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST AND SHALL BE - INSTALLED BELOW THE CROWN OF THE DISTRIBUTION LINE TO THE BOTTOM OF THE 501L ABSORPTION SYSTEM. BA5E AGGREGATE SHALL BE COVERED WITH A 2' LAYER OF 1/8' TO 112' DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST. HIGH GROUNDWATER LEVEL CALCULATIONS: Depth To Water Table (4-3-19): 12.4 FEET. EL- 11.6 Appropriate Index Well: AW -247 (5DN-252 OUT OF ORDER) Water Level Range Zone: A (d-2) Current Depth To Water Level For Index Well (03/19): -" 22.4 Water Level Adjustment: ' 1 . 1' Estimated Depth To High Water: 1 1.3 FEET, EL -12.7 . - - PANEL -Q- OVERHEAD UTILITY SERVICE -U- UNDERGROUND UTILITY SERVICE -G- GA5 SERVICE LINE TEST HOLE) BORING LOCATION 5T SEPTIC TANK oB DISTRIBUTION BOX SAS SOIL ABSORPTION SY5TEM PC PUMP CHAMBER 11.) VENT SOIL ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET; - Cr CESSPOOL WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS, TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE 005ED. 12.) SOIL ABSORPTION SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9.OF PROPOSEDHDPE LINER Rene ve RESERVED FOR FUTURE FLOOR PLAN FROM EL -22..5°50 TO EL= - 8.50 BH BULKHEAD CLEAN MEDIUM SAND (EXCLUDING TOP501U. T LENGTH QF LINER -76'±5 STEP 13.) FIN15H GRADE SHALL BE A MAXIMUM OF NOT TO SCALE Approximate Location of Existing Ce55pools 36' OVER THE TOP OF ALL SYSTEM - - _ SEE NOTE #22 x 2s.2 COMPONENTS, INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, DOSING CHAMBER f' - _ _ (Per BOH Records an file) BENCHMARK: OS OUTSIDE SHOWER AND 501E NTS. INCLUDING SYSTEM. SEPTIC TANKS SHALL HAVE A MINIMUM COVER I SEE NOTES # 18 4 # 19 00 x las x 237 Top of Concrete Bound rO.a UTILITY POLE OF 9'. - _ - > p - EL -25.2± (NAVD 1988) ® CATCH BASIN 14.) FROM THE DATE OF INSTALLATION THE SOIL A850RPilON SYSTEM UNTIL 3 SEASONS I I- 10.9 N 4 ° n NO - wv RECEIPT OFA CERTIFICATE OF COMPLIANCE, THE PERIMETER OF THE SOIL AB50RP- - ROOM I I tl�- o @ - WATERGATE - TION 5Y5TEM 5HALL BE STAKED AND FLAGGED TO PREVENT THE USE OF 5UCH - i GABA( NO BASEMENT. i I `� . t171.07 --i Q ! CONCRETE BOUND, FOUND o x' . . n AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM. CP #3 1 1+ CB FND LIMIT OF WORK BEDROOM BATH KITCHEN ,. - 16.6 � -X � 15.) THE BOARD OF HEALTH SMALL REQUIRE INSPECTION OF ALL CONSTRUCTION . I, BY AN AGENT OF THE BOARD OF HEALTH (OR THE DESIGNER IF TH15 SYSTEM RE- ' UNFINISHED BASEMENT t� �-`� i x 20.1 -FENCE 'QUIRES A VARIANCE) AND MAY REQUIRE 5UCH PERSON TO CERTIFY IN WRITING C - - - - J - - - I ` ! - I`� : • P2 ..2X \ � r EDGE OF CLEARING THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE = I _ V I i - PFanlrr ANn APPROVED PLANS. 48 HOURS ADVANCE NOTICE 15 REQUESTED. - - C�' `\ ` 1 22 O± I \ N BEDROOM - LIVING - BQrdPil"In I - Utility 16.) 501L REMOVAL, ALL P501L AND SUBSOIL SHALL BE REMOVED FOR A DISTANCE OF 5' FROM THE 501L AB50RPTIDN 5Y5TEM DOWN TO THE FINE SAND LAYER. AREA TO BE BACKFILLED WITH CLEAN SAND AND COMPACTED TO MINIMIZE SETTLEMENT. - 17.) ENGINEER SMALL VERIFY 501L5 PRIOR TO INSTALLATION OF ANY SEPTIC COMPONENTS. - I8.) EXISTING CESSPOOLS. CESSPOOLS # I AND #2 SHALL BE REMOVED. ANY CONTAMINATED SOIL WITHIN 5' OF THE ABSORPTION SYSTEM 511ALL BE REMOVED AND REPLACED WITH CLEAN SAND. AREA TO BE COMPACTED TO MINIMIZE SETTLING.. 19.) EXISTING CE55POOL5 : CESSPOOL #3 TO BE PUMPED DRY, FILLED WITH CLEAN SAND, AND ABANDONED IN PLACE. 20.) EXISTING WA57ELINE(5), INSTALLER TO CONFIRM WA5TEUNE(5) BY WATER TESTING WITHIN THE DWELLING FRIORTO SETTING ANY5Y5TEM COMPONENTS, 21;) AN EFFLUENT FILTER (USE MEL A 100 12X28 VC) SMALL BE INSTALLED AT THE OUTLET END OF THE 1500 GALLON SEPTIC TANK. 22.) HDPE LINER: THE 501L ABSORPTION SYSTEM SHALL HAVE A 40 ML HDPE LINER SHOWN ON PLAN VIEW TDF OF LINER SHALL BE FROM ELEVATION .2 2.50 DOWN TO ELEVATION 18.50. LINER SHALL BE APPROX. 76 FEET. PLAN VIEW SCALE: I" = 10' CV , `, t PROPOSED 40ML HDPE LINER \ FROM EL -2250 TO EL -18.50 LENGTH OF LINER-7G't 5EE NOTE #22 1 FLOW PROFILE: NOT TO SCALE THREE (3) 18' DIAMETER CONCRETE RAISED TO WITHIN 6' OF FINISH FGRADE (OR AS NOTED) TOP OF FOUNDATION (SEE NOTE #5) H-10 1,500 GALLON SEPTIC TANK ROOM - .1 Al I Pole //. _ .` }\, ' I Ve sated #7 I x 19.3 #2 ryti y -e Wetland �► � i � � ,P�`y LOT B-6 I },,19,9+ / ,` $fit ,,b,P �/ 25.3x - C9/ / BASEMENT � , - Area 19 687SF_ I - t � � �" 6 FIRST FLOOR y � �- � - _. I 15.2 45.Ot2� IGVV r--- o .± PLAN VIEW -I 0 I - I DS Q: 11' - - SCALE: I ° = 20' F I -I m.e o -S � i J No SeFlow rid i (� ; y Q -I� r 7r' 4 ' O: ; .x22.3 A6�.y i \1 ,� ��$" 1 r /mow T !'" !. Roof earn 1 I�ati�� 11� j 15OF Bedroom Ow 8� NN� v+1i XOD�' 1 PROPOSED VENT x" `? - - > i t 1 T05 EL- 20.8± ' - '. CO .G U G Bedroom Bedroom - - - -_ J y i- r) - BH `W O fieri 16.0 N^/• g ^ 0 - ;a�� • IP �M_p' k-l,y31 f;//// �•i•// './., ..(.. X3.8' \` Q - LLI'\�� IN&S'.j1v'f'I v�/tiY = U '�� 4� �( �• StairILA o 20 ROOF - - I / .2 i 1 x 30.8 i N on % L P 11.a qEj -.17 .i Paved Driveway - - _ _ `I r `, _ SECOND FLOOR a 19.1 ., YARIA0. J Ery a o } ; I -PLD KINGS HIGHWAY 7.9 X u X 20s R �' EIVED 35utility 'L.• . x25.2 - SEP 7 I zo�J Pole i #42� 2q /175.90' / ` 31. 2 SOUTH YARMOUTH, MA 24.9 / x 191% - x 29.9 - 1t �ONE (1)COVER TO13EBUILT UP - - - - TO WITHIN G' OF FIN15H GRADE - - - - INSPECTION NOTE:PRIOR To FINAL INSPECTION BY THE ENGINEER, SYSTEM WORK MU C NFORM TO ALL NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. TOW W & REGULATI N q 4' 5CH. 40 PVC VENT PIPE &L 501L V l' ERI FI CAT^II ON (PASSIVE VENT) BY'SWEET AIR! YA M H WATER DEPT DATE VENT - - SEE NOTE 17 TWO (2) 18' DIAMETER CONCRETE COVERS - - RAISED TO WITHIN G' OF FINISH GRADE - - 30' DIA POLY -LOCK COVER (SEE NOTE #5) 5 TO FINISH GRADE - - - (GREEN) Dsconncct -l- Proposed EL=24.0± roposed EL -24.0± is -^-gat q 1mctionfSgS r7YtY{OFR}A - S C 0.Ot ,Box SPEED LEVELERS Existing EL -2 NDT WITHIN 9Propcsed - J . Sm••i Uo� 9 RPV: 5-13-19: ADDED HDPE LINE R, HDPE LINER NOTES. 2L TEE (9' Min - 36" Max O'REILLY M. ' Conduit .\3,CIVIL O'REILLY For Electrical 2'LAYER OF 1/8' 1/2N STONE 0.36200 NO. 46M NANCY ELLIS"ICI_ Floats to be located to t e± accessbie from hatch Cheri ' ' .22. 0�; n 314 - 1-1/2STONE �OFFSS NALQr (SEE DerAlu vane i % / . N SUS 463 OLD CHATHAM ROAD SOUTH DENNIS, MA 02660 c ace a e PITCH 2" dia. Force Mam 2 DROP SEWAGE D15PO5AL SYSTEM DESIG } - --- ° � 3G WHARF LANE, YARMOUTHPORT, MA Ifo• Bleeder I 80 USE THREE (3) SHORTY PRECAST 4.2`± 51. Hod 22,82 500GA4'ONLEACH AROUND �- - J.M.1REILLY & ASSOCIATES - I reeh2' Au. Pace Longest Rvn WITH 4' OF STONE AROUND -� v EL -16.31 SILT LOAN TP # I I ! MamBack to the -1 CF Poured 15'-3.6' Pum! Chamber Concrete (END VIEW y Professional Engineering & Land Surveying Sex I Pump, Thust131Mkmg LEACHING CHAMBER EL=12.7± NIGH GROUNDWATER 0 20 40 GO at all bends - 1. 36'± 33.5'x 25.0' x 2.0' _j SZ- EL- 11.6± OBSERVED GROUNDWATER 04/0312 0 1 9•- 1579 Main Street - Route 6A DB -3 - SCALE I P.O. Box 1773 -660 I) -130X_ - DATE: SCALE CALEB Brewster, B 02031(508)898 JOB (608BNUMC 1,500 GALLON PUMP CHAMBER H2O _ - GAlobslEllw.-Ice - 8702 - 36 Wharf Lane Yarniwthportklwg18702. 505 PIAN FIELD ROTATED REV. 5- 13-I 9.dwg 41) L/ 19 As Noted MJW JMO JMO-87 :W s•= �!!J7 1 PROPOSED FIRST FLOOR PLAN 7_.0 - 1 FT. m CV 11 Ex19TIN¢ (ALLY pPCPC®EC °STEEL fILLEC -NEW 36 x 51 x 9 CONC / PAD WITH (2) NEN' 3 J" LALY � / DcwmN9 TD ExlenNc 6AgPdTl! j sEAme ----------"— - Ewsnrly 4413xiD VEAm —EXIATIN. (3) 2.1 i .,A. DIRECTION Or 2x6\' �71uTG AEOVS NEW 4%6 EPC9T YP PRI E%19TINC CJNDATIDH 61O_ m w s c 0 0 w w Z e N REA9EC TC PORCH 2 PROPOSED SECOND FLOOR PLAN a°=11 Al TOWN OF YARMOUTH REVIEWED FOR BUILDING AND ZONING CODE COMPLI- ANCE. ERRORSNOT RLIEVE THE APPLICANT FRONOR OE RESPONS BIILLITY OFEAS BUILT - COMPLIANCE. DATE: _f - 3 / / J 910 n e1n�1a 1O s1D i I910'11I10hL) � __�i�6'n �.s _Pj •/"_ ___5:60 /(' ' i' -4a" 1 1�•4�" N PROPOSED BASEMENT PT PLAN n' 1 FT.ZAI CAP E A R C H IT E CTU RE PC BOX 645, SARNnTABLE, MASSACHU9E77F 02530 T - 50B 367 5900 E- KMwprAPEARCHITECTURE.NET WWW, CAPFARCH IT-ECTURE. NET GENERAL NOTES: 1. ALL EXTERIOR WALLS SHALL BE 2X6 @1 6" O.C. UNLESS NOTED OTHERWISE. 2. ALL INTERNAL WALLS SHALL BE 2X4 Cl9 16" O.C. UNLESS NOTED OTHERWISE 3. CONTRACTOR SHALL VERIFY ALL WINDOW OPENING PRIOR TO ORDERING WINDOWS. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTCR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE OESIGNERS ATTENTION. ENGINEER: .JOHN C SPINK 57 CLAY STREET, MIDDLEBORO, MA PROJECT: PROPOSED FRONT ADDITEON LOCATION: CARLDs, FIGUEIRDA ifs WHARF LANE YARMOLITHPORT, MA DWG, TITLE: PROPOSED FIRST AND SECOND FLOOR. PLANS, (OPTION 6) PROJECT NO. PCS'T OKH DWI'.'. NO. 4 REVISED DESIGN 81919 3 REVISED DESIGN 0"72419 y REVISED DESIGN c 71 519 1 REVISED DESIGN ,71019' REV. NOTES. DATE REVISIONS: I _ DSCAL=:e 1FT ATE: 020419 PROJECT: PROPOSED FRONT ADDITEON LOCATION: CARLDs, FIGUEIRDA ifs WHARF LANE YARMOLITHPORT, MA DWG, TITLE: PROPOSED FIRST AND SECOND FLOOR. PLANS, (OPTION 6) PROJECT NO. 1915 DWI'.'. NO. CCPYPIDHT CAPE ARCHITECTUREEXPRESSLY RESERVES ITS COMMON LAW CCPYR113 HT THESE PLANS ARE NOT TO RE REPRODUCED OR COPIED IN ANY FORM WITHOUT FIRST OBTL.IN!NG THE WRITTEN CONSENT OF CAPE ARCHITECTURE 7 N PROPOSED .`SECOND FLOOR rRAMINMPLAN X. - i F -r. INp rs e cxTeN oco YSING 2% I Z` .M1G @2° O.C. E PROPOSED ROOF FRAMING PLAN 4'= V A4 C A P E A R C H IT E C T U R E PQ BOX 645, BARNSTABL E, MASSACHUSETTS L2630 T - 50B 357 5900 E - KMB@CAP'ARCHITECTURE.NET �'/W.C4a�PEARCH1B�sTECTU RE, NET GENERAL NOTES: 1, ALL EXTERIOR WALLS SHALL j BE 2X6 (iib° Q.C. UNLES5 NOTED] OT`!ERWISE. 2, ALL INTERNAL WALLS SHA.LI- BE 2X4 C 16° O.C. UNLESS NOTED OTHERWISE 3. CONTRACTOR SHALL VERIFY I ALL WINOOIk OPENING PRIOR TO ORDERING WINDCWB. 4. CONTRACTOR SHALL VERIFY ALL DIMENS!ONS PRIOR TO CONSTRUCTION. CCNTRAC'I-CR ASSUMHS RESPONSIBILITY FOR I ANY MISSING OR INCORRECT DIMENSICNS NOT BROUGHT TO I THE OES'IGNERS ATTENTION. EN13INEER: JOHN C SPINK 57 CLAY STREET, MIDDLEBORO, MA POST OKH 1 I O'31C19 ftED EBIGN REV. LN OTES OATE REVISIONS: i i SCALE: FT I i r -- DATE: 070419 PROJECT: PROPOSED FRC114T ADDITION LOCATION: CARL05 FIGUEIROA 36 WHARF LANE YARMOUTHPORT, MA DWG. TITLE: PROPOHED SECOND AND ROOF FRAMING s PROJECT NO. 1915 DWG, NO. i 1101--k 4 COPYRI3HT CAPE ARCHITECTURE EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT THESE PLANS ARE NOT TO BE REPRODUCED OR COPIED IN ANY FORM WITHOUT FIRST OBTAINING THE WRITTEN CONaENT OF CAPE ARCHITECTURE j - SECOND FLOOR C SECOND FLOOR HEADI I SECOND FLOO FIRST FLOOR CEI FIRST FLOOR HEADE FIRST FLC NEW DORMER — NEW FARMERS PORCH O ■ ■I■■ ■■■ ■I■It 0llilm■' ■ ■I ■i■I■ = ■ ■■I■ ■■' I- ■ ■ �.■uu-u--um yrr�� r m 0 w 'a C Id Z _ - - - - - NEW DORMER AND /. DOOR EXISTING RAKE EXTENDED TO B" 1 X 1 0,1 x3 TRIM 11 F-1 �� NEW PORCH NEW FARMERS PORCH NEW DECK—/- - - j PROPOSED FRONT ELEVATION q° ff - 1 FT. 2 PROPOSED SIDE ELEVATION qll — 1 FT. A2 A2 omll.11� 1 ^7�-r nn`,1 9LL ��a mmim NUN 11 PO BOX 645, BARNSTABLE, MASSACHUSETTS 02630 m 0 w 'a C Id Z _ - - - - - NEW DORMER AND /. DOOR EXISTING RAKE EXTENDED TO B" 1 X 1 0,1 x3 TRIM 11 F-1 �� NEW PORCH NEW FARMERS PORCH NEW DECK—/- - - j PROPOSED FRONT ELEVATION q° ff - 1 FT. 2 PROPOSED SIDE ELEVATION qll — 1 FT. A2 A2 omll.11� 1 ^7�-r nn`,1 9LL ��a CAPE ARCHITECTURE PO BOX 645, BARNSTABLE, MASSACHUSETTS 02630 T - 508 367 5900 c NEW DORMER w - - Z - E - KM B@cAPEARCHITECTURE. NET WWW.CAPEARCHITECTURE.NET REVISIONS: GENERAL NOTES: 1. ALL EXTERIOR WALLS SHALL NEW DORMER, 1xB,- BE 2X6 @16" D.C. UNLESS NOTED '1x3 TRIM OTHERWISE. 2. ALL INTERNAL WALLS SHALL - - - -- - BE 2X4 @ 16" D.C. UNLESS. - - - _ NOTED OTHERWISE EXISTING RAKE 3. CONTRACTOR SHALL VERIFY EXTENDED TO ALL WINDOW OPENING PRIOR TO IX10,1X3 TRIM ORDERING WINDOWS. 4. CONTRACTOR SHALL VERIFY I ALL DIMENSIONS PRIOR TO - CONSTRUCTION.- CONTRACTOR ASSUMES RESPONSIBILITY FOR - - ANY MISSING OR INCORRECT - WITH NEW B' DEEP DIMENSIONS NOT BROUGHT TO THE DESIGNERS ATTENTION. - RAKE I ENGINEER: JOHN C SPINK PROJECT: 57 CLAY STREET, PROPOSED MIDDLEBORO, MA - - O O --- --- ---- �POST ❑KH 3 REVISED DESIGN 81 S 1 9 V �( z REVISED DESIGN 71 519 1 REVISED DESIGN 71 01 9 L S D m REV. NOTES. DATE c NEW DORMER w - - Z - REVISIONS: - - - - - - - - - - - - tt - - - - =— ------.._-_._._.._-_ - - -- - N D-FLuoR CEILIIaG— - SCALE: a - 1 Fr SECOND FLOOR HEADER ■ I DATE: 05041 9 1X1O, 1X3 TRIM I - - WITH NEW B' DEEP RAKE I m PROJECT: PROPOSED ADDITION - - SECOND FLOOR FIRST FLOOR CEILING k� NEW PORCH 4'90 —NEW DECK ------ ---- _ _. _. 3 PROPOSED SIDE 2 ELEVATION 4n - 1 FT. A2 ■!■ C ■' ■'■■ ■■■ ;FM ® ® � ❑ ❑ FIRST FLOOR HEADER LOCATION: CARLOS FIGUEIROA O OA ro 36 WHARF LANE m YARMOUTH PO RT, MA FIRST FLOOR — — — — — — — — — — — DWG. TITLE: PROPOSED ELEVATIONS (OPTION 6) — — — — — — — — - — — — — — — — — — — nr,— PROJECT NO, 1 91 5 4 PROPOSED REAR ELEVATION 4u 1 FT. SEP 6 201 DWG. NO. A CERTIFIED AS E3LNU I3 REQUIRED OLD KING'S HIGHW Y Az BEFORE FINAL INSPECTION �' ,r 4= RECEIVED YARMOUTH COPYRIGHT OLD KINGS HIGHWAY CAPE ARCHITECTURE EXPRESSLY --------- RESERVES ITS COMMON LAW St� 12019 COPYRIGHT TOWN CLERK CTHESE THESE PLANS ARE NOT TO BE REPRODUCED OR COPIED IN ANY SOUTH YARMOUTH, MA t ` .FORM WITHOUT FIRST OBTAINING THE WRITTEN CONSENT OF CAPE ARCHITECTURE n''