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Home My WebLink AboutBLD-20-4543�� G_i T W i Q AREA CALCULATIONS VVITHIFJ 50' BUFFER %GNc I FlLE=751 a3.GWG � 1 �� 1 �\ � �/ �/ � I � � � �I ! \ � �` l `2p� WIpE wAY, a�'_=—_ l 1 N 80'17'Sp w� RiCHARD A. Ec JDAN P. WHITE CERTIF!CATE #159405 FAAa 1 E PCL 53 MARIA TROZZI, TRUSTEE DB 18142 PG 69 MAP 16 PCL. 51 AR EA 58,072t S.F. (1.33t AC.) �� JANEf A. DURYIN, TUSTE� MICHAEL J DURKIN, TfiUSTe.E DO 27124 PG 232 MAP 16 PCL. 50 � l�' � �� S �9'3E'20" E ' �1�� A1-�ta"l'i 1 346.77• x r /� ` �_''�--__- %..l C��...�� / —_ � / � \ J � % PROPuSFD DRNEWAY ?l I �-�, / / EXTENSION TO 8E "> � �� ,� STONE OR SHELL M ! � BZ '� j�� i CONSTRUCTION �� - rl' � pROP SED 2ND � �' � � � � �STO DECK \ � � � �� i-� � �1 ��q�y �\ , � 38• � � � PP.DPOSED 2ND STORY DECK OVEF 1ST FLCOR ADDI71i RUNOFF TO DRAIN INTO ORYWELI. � � ` P I \ PP�E R � � ! � L- . B� EACN � tA � I- I ro PROFOSEO ^? � PROPOS-0 5'XS' POOI �p GARAGE A�;4CHWERY ENCLOSURE ' UNDER 2ND STOP.`( DECK } ` j- - � „�,w B� � � �-+ - -1 gL io ��w��ti p.'JD.� � r �C3 � s�� z<• -�\ � � % N / / / /)C/ (�. . � / � � pROPO5E0 `-SEFTIC ThVK 1 J / �� POOL �PROPOSED G' STAhdPE� /� 7f � E CONCREfE AFRON � -��_�,..' \ O��J PRO� . � RROU\D POOL � v �� Ea ;,�i G ti J. � FLAGPOLE f t° Av✓�� `• " + 11'± 100.00, ' �/TRANS i � � � TC ' � TCF= � �.?RANS 2 I � }�9.6" 9.8� � � ��— , FR.OPOSED� : ��.�j / \ B ,-i7' "1;- �� T;'�-. � PATIO,� - 8 ro w m �� p o 1 '$'" �" e.' K�a �� _ /--- . rn h N 'o �_ � �f J ��`=--- � � / `q � NK � � u\ \ o SfP- gi � _- -Wl \ — TOP O��P � 8.2�— — — — —� =A'L--- � .i o � � ' . w L ._ — -`,Vl - '- s %.�� J � � \�_ N — —. -- �� - � -pROPCSF� 51NG E-�L FENC' in S.F --- ED� o � � _m. �- — — — _ 6.C' ,�nK A ,J,"1,69�1 � -�` X�-' -WL� J 3 SECTION OF i.3' EXISTING LO HOUSf TO ➢ 9E REMOVED . i� � �c.—a i ^ 6.1' _ � MITIGA� �,� �-�' _ — � Z 5.1' �.% -- '�' 18.Sp' - �- �- ��^�/�J L - — — _ ` _ � / / �.��ln� /t'"'Y-'.oct l. �� F�NCE LIP'E (T`/PICAL) r BR!AN F Ac �ENNIF�F, P. � � q� � GALLa�HER � � CEP,i�FICATE j204^sti9 � }ry�' A+AP iS PCi.. 49 �, � --� 1 o / E-�i `�4T ".. —V�J�vv --' ..- -C� ,H CONCREfE OO��/ � N RE7AINiNG WALL �� P -�' n "� � O �Q� . �`-' - �.FAN GH _ _ — — _"' . . . ' � -- �� r-- BAY �/ j � — �E�r� � s C� / �' �F� � �ENF_RA.L f�OTES: OWNER GF FECORC: FLI R. & ELAINE R. BIGDELiAZ�P,I 18 JUNI?cR'ROAC� � FdCDINAY, M�4 C2053 REF-EReNCES: DEEQ 800K 284g6 PAGE ��45 . IAhD CUURT PLAN 724}2 . LAND COURT P�N �73145 � PLAN 500K 60 P.4G� 141 ASSFSSOR� `v!kP 16 PARCEL 52 FLCOC ZONES: AE �EL11j VE (EL13) YERTICFlL DAT:UM: NAVD 198£3 � ZGNING D:ST4�CT: R-25 LOT AR��: 25,000 S.F. fRONTAGE: 150' S�ACKS: FRONT: ,30' SIDE: 15' R�R: 20' PROPOSEC PAT14S TQ BE DRY .. LA;D SLATE CCNSTRUCT!ON 7Hc SEr TIC SY�TEM SHOWM ON TNIS PIAN IS APJ APPROY,lA1ATE L6CATIOU � C^NTRRCTOR T�,, �/ERIFY LO�ATIGN pF CXISTIPIG iEPTIC SYSTCM CO�l',POWFIdI'S h�� SEf'71C L�NE APJD RELOC4TE AS IJ rDED TO CCh1PLY W��H BOA?D OF� .� H�f,LTH REGI?LAT;ONS . "�HE LAWN'!N ?HE MITIGATION AREA IS �0 B� SCRAPED AND THE AREA IS TO 8= PLAN?ED WITH NEW =�!GLAND COASTAL S,1LT TOLFRANT GRP.SS 611Y. ROOF P.U4QPF TO BE DIREC7ED 70 DRY VYcLLS OF� STONC TRENCHES A�ONG DRIP L.IFE E'X!ST!NG BRICK PATIO TO BE RG�AIRED AS' NECESSARY POST CON�iRU�TION . ��aEmF.�s�4:��6. fE�3 f� 202Q �tiJ�. PLAN OF L/�ND IN WEST YAR�v10UTH, M�-� 1 88 E_�� RR`r' AVErJUE PREPARED FOR: .AL_I 8c EL_.AIN� BIGDELI�ZARi SCAI_.E: 1" = 3Q' CECEMBER 21 , 20': 5 G�<APHiC SCP,LL IN FEE=T :� 30' 15` 0' 30` 60 DE�v'�,P,REST LA'�JD SURVEYING \�-33E? M�lYFAIR RO.AD SOIJTH GEPJNIS, MA U2660 5G8-364-9C49 � : � L 4�_p�� r- — — — — — — — — — I 24'-0" EDGE OF GUNITE — — — — — �—,-� � I � POOL WALL (TYP.) � I I — J SKIMMER (TYP.). SEE DETAIL `16/S-1' FOR MORE ' INFO. LOCATION PER POOL CONTRACTOR. I I ', � � ' PROPOSED POOL � � I I ' I I MAIN DRAIN. SEE DETAIL 15/S-1' FOR ' MORE INFO. ' I � ' I I I I POOL STAIRS. LAYOUT PER POOL I I CONTRACTOR. ' I I � � ' LIGHT (TYP.). SEE DETAIL'14/S-1' FOR MORE INFORMATION. LOCATION PER POOL CONTRACTOR � I � I I I I ' I I I L— — — — — — — — — — — — — — — — — — — )TE: SEE SHORELINE POOL SUBMITTAL FOR )DITIONAL INFORMATION, SKIMMER, DRAIN, 3HTS, ETC. SHOWN FOR ILLUSTRATIVE PURPOS II.Y ACTUAL LOCATIONS PER CONTRACTOR Rl'-0" MAX. 12 6'-0" MIN. SHALLOW END � WATER LEVEL CONC. WALL/FLOOR (TYP.). SEE DETAILS ' 12 & 13/S-1' FOR MORE INFO. ROCK PACK: PROVIDE 4" MIN. THiCKNESS OF 1%2" STONE @ FLOOR OF POOL (TYP.) 1 � POOL PLAN APPROX. SCALE: 3/8" = t'-0" 24'-0" MAX. LENGTH 20'-0" MAX. WIDTH 4'-6"f MIN. TRANSITION DEEP END MAX. SLOPE � � � 3 0 � \ 1 ' � 1 POOL SECTION APPROX. SCALE: 3/8" = 1'-0" _ ____ _- ! H o � ' w o � CW7 A POOL DECK � CAP BY orheRs m'�.> . // � a � � o.. ' � r'" � , � � cv 4�i� j , i i ; ; FREE-DRAINING i STI2UCTURAL � ; FILL (fYP.) / - 3" MIN. CLR. � CYP. - SOIL SIDE) PROVIDE ROCK PACK. SEE SECTION ' I I/S- I' FOR M,ORE I �FO. CONTINUOUS BOND BEAM @ �TOP OF WALL w/ (4) #4 BAfZS (Tl'P. ) � WATER SURFACE POOL FINIShi PER � CONTRACTOR (TYP.) 2° MIN. CLR. (TYP. - WATER SIDE) !i3 @ I 2" O.G EACI1 WAY / �, (� ) O 4'�/ 8" MIN.'GUNITE' 12 TYP. LOW WALL DETAIL APPROX. SCALE: 5/8" = 1'-0" i�� POOL DECK & CAP BY OTHERS (TYP.) • . . . <, / � .' a _ % p � 7 � � ;, fV , ,,, � �+ }L- 1 FREE-D STRUCTURAL FILL (TYP.) 3" MIN. CLR. / TP _ C(lii. SITIFI CONTINUOUS BOND BEAM @ TOP OF WALL w/ (3) #4 BARS (TYP.) WATER SURFACE POOL FINISH PER CONTRACTOR (TYP.) 2" MIN. CLR. '. - WATER SIDE) #3 @ 6" O.C. (VERT. AXIS) #3 @ 9" O.C. (HORIZ. AXI5) ��' ti�� S �w�`�� CERTIFfED qS BUILT 1S REQUfRE 5w`��P�' BEFORE FINAL IfVSpECT�pN 10" MIN. 'GLJNITE' PROVIDE ROCK PACK. SEE SECTI ON � REV;E1Nc D F0�' �� uING A"�� 'I°;G CODE Co�.4PLl- ' I I/S- I' FOR MOfZE I NFO. ANCE. ERRt�� a Cl 0�','�ISS 0�'S p0 NOT RELIcVc THE APP! ICANT FROM THE RESFOYS�BILITY OF'AS 6UILT" CU47?LIA�'�CE. DATE: ol � d S � .Zo � TYP. HIGH WALLB � AF�L.�` 1 J APPROX. SCALE: S/8" = 1'-0" i— COPING PLASTER TIGHT TO RING ANTI-VORTEX COVER �f,,� a � r, a - Y ��I+� ��r � , %�i,,,�j � �j/,��j �' //��ji;/; /ii /. j �� , % �!/��'�/ � �� , � � ��. �/ � e:j SEE DETAIL'12 & 13' FOR � �/ j �% / �� TYP. POOL WALL REINF. PROVIDE #3 TIfl BAR �'// � � / AS SHOWN %�' !��%%' '�� * � % �� /; l/ / PROVIDE ADD'L #3 `�'' �� HYDRO5TATIC VALVE �� / �0,�� BENT BARS AS SHOWN � i/ . � ;"r �� % ,�� ;,§/. % / '��% PROVIDB %4' 0 CONDUIT `*� (3 EA. WAY - 6 TOTAL) ��;,':,i :O TO DECK BOX 12" MIN. �� ABOVE WATER LEVEL � � COLLECTION TUBE �� i�� 2" LINE VACUUM BREAKER (11 V SOOVV).1GHT /�- . TO 2nd MAIN DRAIN OR %" STONE GROUND PER LIGHT �� PROVIDE ADD'L #3 BENT S1DE SUCTION NOTE: DRAIN COVERS MANU. SPECs. � BARS AS SHOWN (2 EACH SHALL BE VGB COMPLIANT wAY-aTOTAL� MAIN DRAIN DETAIL � 1 J APPROX. SCALE: N.T.S. 14 POOL LIGHT DETAIL APPROX. SCALE; N.T.S. NOTES: 1. FOR ADDITIONAL POOL INFORMATION SEE POOL SUBMITTAL FILE BY THE POOL INSTALLER. 2. POOL TO BE CONSTRUCTED IN ACCORDANCE WITH THE 9TH ED1T10N OF THE MASSACHUSETTS BUILDING CODE, SECTION R326. 3. POOL STRUCTURE TO BE CONSTRUCTED ON UNDISTURBED COPING SKIMMER CAP SHALL BE FLUSH PROOFROLLED NONORGANIC AND NON-EXPANSIVE SOIL WITH COPING & CONRETE SLAB R'ITH A MINIMUM BEARING ALLOWABLE OF 3000 PSF AND 6x8 16' SKIMMER WEIR A MIN. 4" LAYER OF 1�/z" COMPACTED STONE. ALL WORK . TO BE IN COMPLTANCE WITH THE AMERICAN CONCRETE � ° INSTITiJTE ACI-318-14. WATER LEVEL t3" ° ° ° j SKIMMER BASKET 4. SKIMMER, MAIN DRA1N, POOL L1GHT & RELATED DETAILS @ POOL STRUCTL7RE TO BE DESIGNED BY OTHERS AS � REQ'D. ��i /; ��: PROVIDE (2) #3 TIES 5. THE SHAPE AND DIMENSIONS OF THE POOL MAY BE �� % //, �%% � % AS SHOWN �/ /� ,� AATTHE MAXIMUM LEONG HwW1LL B 24 OS: / �„ /� �� B. THE MAXIMUM WIDTH W1LL B� 20'-0". � �"% C, THE SHAPE MAY BE RECTANGULAR OR IRREGULAR. �� %' j'/ t, ;� D. THE DEPTH SHALL NOT EXCEED 5'-0". %�j �� ' E. 'II3E RADIUSES SHOWN FOR THE DEEP END AND �/�'i' , ,�. %j /. ,/jj 2" GJ PVC PIPE �f / ,,, SHALLOW END SHALL BE AS SHOWN BUT MAY BE EQUALIZER �� OUT TO PUMP INTERPOLATED TO DEPTH. (COMMERCIAL ONLI� �� j PROVIDE ADD'L #3 F THE PITCH FROM THE 3HALLOW END TO THE DEEP E D % ; �' / B E N T B A RS AS SHOWN N �/ ,�� SIiALL NOT EXCEED THE PI'I'CH SHOWN. % i/� @ 6�� O.C. /°' �'� 6. THE POOL CONSTRUCTIO N I S T O BE IN FULL COMPLiANCE WITH THE 9TH EDITION OF THE MASSACHUSETTS BUILDING CODE, SECTION R326. LISTED IN THE 2015 SKIM M ER SECTION INTERNATIONAL POOL AND SPA CODE ARE THE i v ADDITIONAL STANDARDS THAT WII.L BE ADHERED TO, APPROX. SCALE: N.T.S. INCLUDING BUT NOT LIMTTED TO THE FOLLOWING. AG104.1-ANSI/NSPI-3, STANDARD FORPERMANENTLY INSTALLED SPAS.AG103.1-ANSUNSPI-5, STANDARD FOR RESIDENTIAL IN-GROUND SWIMMING POOLS.AG106.1-ANSUAPSP-7, STANDARD FOR SUCTION ENTRAPMENT AVOIDANCE IN SWIMMING POOLS, WADING POOLS, SPAS, HOT TUBS AND CATCH BASINS.AG1033-ASCE/SEI-24, FLOOD RESISTANT DESIGN AND CONSTRUCTION.AG105.2, AG105.5-STM F 1346, PERFORMANCE SPECIFICATiON FOR SAFETY COVERS AND LABELING REQUIREMENTS FOR ALL COVERS FOR SWIMMING POOLS, SPAS AND HOT TUBS.AG105.2-UL-2017, STANDARD FOR GENERAL-PURPOSE SIGNALING DEVICES AND SYSTEMS THE ENGINLF.R'S STAMP ON THIS DRAV✓ING QUALIPIES THE STRUCTURAL DESIGN ONLY AND ASSUMES THAT THE FOUNDATION/FOOTING BEARING SURFACE IS UNDISTURBED, OR PROPERLY COMPACTED, NON-ORGANIC SOIL WITH A MINIMUM BEARING ALLOWABLE OP 3000 PSF AND THAT ALL CONSTRUCTION WILL BE PERFORMED BY QUALIFIED CRAFTSMEN IN ACCORDANCE WITH THE 9TH EDITION OF THE MASSACHUSETTS BUILDING CODE. ALL DIMGNSIONS AND ELEVAT[ONS ARE FOR DBSIGN AND REFERENCE PURPOSES ONLY AND SHOULD BE VERIFIED AND APPROVED BY THE OWNER CONTRACTOR AND FRAMER. ON SITE VERIFICATION OF CONSTRUCTION IS LIKELY REQUIRED. IT IS THE CONTRACTOR'S OR OWNER'S RESPONSIBILITY TO EMPLOY PHELAN ENGINEERING TO PERFORM ON STfE VERIFICATION IF REQUIRED OR DESIRED. IT IS ALSO THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO ASSURE THAT TIMELY NOTIFICAT[ON OF THE PRO7ECT PROGRESS IS PROVIDED 50 TEIAT ADEQUATE ON SITE ENGINEER PRESENCE IS OBTAINED. �LIABILITY IS SEVERELY DIMINISHED IF ENGINEER ON SITE VERIFICATION IS NOT PERFORMED. IN ADDIIION, NOTHING IN THIS STATEMENT RELIEVES THE CONTRACTOR OF HIS/HER RESPONSIBILITY REGARDING THE PROVISIONS OF 780 CMR 107. 43`�NoF �S�O 2� W1tUAMM. yGN� � PriEtANRA� m � � �� DESIGN & PLANNING REVISIONS O DATE DESCRIPTION h� �� 11'*[ � � ii � � � STRUCTURAL & CNIL CONSULTANTS 76 CARLISLE ROAD WESTFORD, MA TEL. (978) 256-4014 � PROJECT SWIMMING PODL SHORELINE POOLS BIGDELIAZARI RESIDENCE 188 BERRY AVENLTE WEST YARMOUTH, MA SCALE: AS NOTED D O N O T S C A L E O F F D R A W I N G DATE: 1 I/07/2019 DRAWING TITLE POOL PLAN, SECTIONS, AND DETAILS CONSTRUCTION DRAWINGS DRAWING NUMBER 19270-5-1