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HomeMy WebLinkAboutBLD-20-3871'� _ _ _- - - -__ -- - __ . ---- _ i�' SOIL TEST P1T DATA 500 GALLON CONCRETE LEACHING CHAMBER %H-� �OCUS INFORMATION NOT TO SCALE NOT TO SCALE CURRENT OWNER: ARTHUR & ANN CHAPRALES TEST PR iP-t �� PR TP-2 TEST PR TP-3 TEST PIT TP-4 4" PERfORATED PVC 20" ACCESS COVER GRD. EL 56.3 GRD. EL.. 55.4 W/SCREW CAP TO IXTEND DOWN TO WIlHIN 3 INCHES : TITLE REFERENCE CTF 216306 �RD. EL 48A GRD. EL 56A TO NA7URAL SUBGRADE OF FlNISH GRADE LE G E N D SHGW EL N A SHGW EL N A LOAM AND SEED SHGW EL 38.0 SHGW EL N A �- T ALL DIS1i1RBED AREAS PLAN REFERENCE: LCP 31551-F 5 DIA. KNOCKOU (TYP.) q A UNSUITABLE A A � 1-1/Y TAPER / / / f / LOAMY SAND LOAMY SANO MAlERIALS lOAMY SAND LOAMY SAND CONC. 12-36" COVER OYFt 5 4 E REMOVED 10YR 5/6 101R 5/6 -'` �' .`,'` � � RISER nl.l. . . , � ' � � � � � '� _,' � � � � � �s��; �ar�c - . . t�+�j`��i �•' �i�il � • : � �� �� ��� �� �� ��..,��, � � J � � ..�....,.•. • :• -. � � � � ,�.� �' ' � �' ' � H�.Y�*`� �� �� ��� �� �� ��n! � � � � � �!� � • . � - � • �.� - • • � • ' � �� �� ��� �� �� ����i: � � � � � �*�'� � � �� . , :: � .f';.. � � � � � �'..�.�► � � , /�_� / �� �� ��� �� �� ���, ��.j '•�: �' .�' ..� •,•; � �, ��.., �� 'O� �'_i �►l'r�l !/S11Tl�S11T l�� � � C ES7IMATED ' UPPER LEVEL UPPER LEVEL 8'-g' EL 43.0 MED./COURSE SAND 60• MED./COURSE SAND -L SEASONAL HIGH EL 50.8 � 66' p �� 4'-10" 10YR 7/4 10YR 7/4 GROUNDWATER ` MED./COURSE SAND MED./COURSE SAND �Q� �/6 FRONT VIEW . - 12>_��w �otR �/s NO NO NO NO SIDE VIEW GROUNDWATER GROUNDWAlER GROUNDWATER GROUNDWATER C��.� OBSERVED OBSERVED OBSERVED OBSERVED EL 38.0 - 120" EL. 45.0 732" EL 44.3 144"" EL. 45.4 120" 1. ONE ACCESS COVER PER SYSTEM SHALL BE RAISED TO FINISH GRADE. - 2. 'CHAMBERS SHALL BE 500 GALLON LEACHING DRYWELL, MANUFACTURED BY SHOREY OR APPROVED EQUAL ONSITE SOIL EVALUATION 3. GEO'fEXi1LE FABRIC MAY BE USED IN IIEU OF DOUBLE WASHED STONE. ONSITE SOIL EVALUATION ' oA�: s�,s�,s . DAiE• 6/15/17 TEST BY: BSC GROUP, WC. ' ASSESSORS MAP: 150 PARCEL: 28.1 ZONING DISTRICT: R-40 SETBACKS: FRONT 30� SIDE 20� RFI�,R 20' OVERLAY DISTRICT: O.K.H. NITROGEN SENSITIVE ZONE: NOT A ZONE II FEMA FLOOD ZONE DISTRICT: ZONE X, DATED JULY 16, 2014 PANEL #25001C0577 J MINIMUM LOT SIZE: 40,000 S.F. EXISTWG LOT SIZE: 40,048t S.F. PROPOSED BUILDING COV: 3,322f S.F. (8.3q) iEST BY: DOWN CAPE ENGINEERING WITNESSED BY: PHILIP RENAUD, BOH' WITNESSED BY: PHILJP RENAUD, BOH , LICENSED SOIL EVALUATOR: K�ERAN J. HEALY, PLS, SE. LJCENSED SOIL EVALUATOR: DOYJN CAPE ENGINEERING PERCOLATION RATE: < 2 MINS./INCH PERCOLAiION RATE: < 2 MINS./INCH SOIL CLASS: CLASS 1 So�� ��Ass: ��ss , '��,, �.T.A.R: 0.�4 �Po,s.F. GENERAL NOTES LT.A.R: 0.74 GPD/S.F. PROPOSED � � � � IRRIC»4TION WELL ��\ 1. THIS PLAN IS INTEN�ED FOR lHE PERMITIING AND CONSTRUCTION OF THE D I STR I B U TI ON B 0 X D ETAI L( H=1 O� \� \�NOT-POTABLE) �� ` SEWAGE DISPOSAL FACILITIES AND ASSOCIAiED SITE WORK. �� �` � � ` NOT TO SCALE ,.�`� � �� - 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 ~" c \��" a�,. � � - � ,_ _ - - � AND YARMOUiH BOARD OF HEALTH REGULAiIONS 6" MAX. �..,,;, � � � - -- - BENCHMARK: TOP REMOVABLE �. � � -" - - -- - - "- OF CONCRETE BOUND COVER r -^ f S�2•42 4 G ���` NOTTiA / ELEVAT)ON 39.20 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED NATHIN 150 FT. OF THE � o r 6� �i , -- 1 f ��- : � �. � �. , , "�]�� /r A DRAVE PROPOSED LEACHING FACILITY. � (40'bU/DE /tI/ HDPE RISER � x / � ^b j (� � '�. � � � _ � _ _ - - � ,.. '-� - � � 4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPS014 SUBSOIL AND OTHER UNSUITABLE ' 21' %/ f� / ` "'� ,.�„�o .., 31 ,`.,: � `-�.. � --,.,... - -- �"" � \ � ( � MATERIALS. 3• / ! .--- � /' ""_' "'- -- 4� _ _._. __ _ �-.�. - �,. - ._ _ _. �,,.._ �:.-----"' G \��a, ( 2" WALLS � � � �` J � ° ----_., ��� �"`"`�--�._�"`� ,.. �`^�___------`"'" �^` � ``�� 5. S SPECIf ED, REPLA E ALL EXCAVATED MA1ER ALS WIiHIN 1HE T F �J_ % �r W // � q��, ""� -...��;- �,_,,,,, ��---^ �~'�'�-.., � ! IF AN OVERDIG I I C I LIMI 0 �_��: . '•. : y '`' ' / ( //� � � / / / .r-' " '- �"-' ^v-.. � m~�'�""""' '"`---.�45--s�� _�--�-""`�"""`^� ` � <yz , � � EXCAVATION WITII QEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND . . ... ...... � j �j 4Y u 1 0 . /t �..- --.._e _..._.� _..._... . � � � t �� . Il { '°fl / /� / --- - ---- ----""�- ` ��,����"'"^-"``� �723• 09.� �' ._, ""--4�' ��" ' "`�--�.�''-, -'.-.- `�-�,R�4S �69. ''`.� r�` DELE7RIOUS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL 9-1/2" O ' O . (5) 5� DIA. � � l . ;� �M � . , � � /r / �� �� """ "�-- • �,;;, .... � ``�y�-"�` - � J ""�••• � � `"^- � .,,� �---- \p . \ . SHALL NOT BE USED. FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 .. 13" KNOCKOUTS �r,.. " ^- ` �7 "`.,,,- --- �" �--- �`. �•\ �yp j � a � �' ,� /-��/ .� /` � P � "'^� `. --0�Arry;4GE-.._� ,�'-�� ^-�.� -� �-•. .�.� -�-�. \ �.,� �� INCHES. A SIEVE ANALYSIS USING A #4 SIEVE SHALL BE PERFORMED ON A ` : 11-t/2" t U' �� ROp �'"� "'�-q� ~ "�- � �, REPRESENTAl1VE SA�IPLE OF FILL UP TO 45% BY WEIGHT MAY BE RETAINED ON THE • • / � ,/ ---- Os --.. . �QSE1DlENT..e..� "`,- "-.,-,:. ",- `O , , , �• • i � � � ,� j � 3 4S!/ f � � 4'� ~'' ..� "'--- „� "'^- .._,,.�^�`` �--. „� � �" -�-- � `.,�: `'^.� �'� � �4 SIEVE. SUCH APIALYSES MUST DEMONS7RAlE iHAT THE MATERIAL MEETS EACH OF � .' ' �o � 1 ` i ` \ N �-^... � �9...,,., , � o ~" `�-- -'` ''"'-�-.. \ � `�� iHE FOLLOWING SPE�,^�FlCAl10NS: / t r �'� ``~- ~'DRAINAGE � � .. . / �, �, ' �v �.,.. -�. � -.... �-rn -.� � . .. t�, Zp BOTTOM ON LEVEL 6' MINIMUM � � � � j � �J t� �/ 1 / s '� - � 5� ��e�"".�'' "'1- ���'"`.�-_ � "-- �`' '`�'�_.��- ��EA�EME�IVT � � ` � �j \ 1D0% MUST PASS �4 SIEVE STABLE BASE / � PLAN VIEW � / � j ( � � / �3 � � g�"" -� 'Sp^ '"- S� ROPO��'E �-.,, � j 3 4' TO t-1 2� ) / /r � / ROPOSED�R P -�''Y 59, ' - `. "� ``- ` ��"'� t � �0% MUST PASS 50 SIEVE CRUSHED STONE I � � I c �j � � _. 0 �-� -�- . �- � T,56b'-GP.L�O��N �. 1 \ 1 .� ` 1 # � � . ... cEcnoN wevu � - / � j (,w �/�� F9U�DAi1� .F6R � � �__ '�...� � � 52_.,,, `�--._ r �S�"PFiC TANI� � '---�-� � �-�k�-- - .. \._ _ -. \ -�.;__ � __.. _.___�. 1 .,.J�__. � . P�-20% MUST PASS �100 SIEVE ' -- - --1 fi�, / W� '� ` '-... I(lt1 �51.6 . \ i� t*-5% MUST PASS 200 SIEVE � - � � � � � % � 1 - � � -. _ _.. �""�,� . ) � �f�`j�' . � � � � - � � a. _ _ � � HOlES• � : � � PR090StE1S. �N� R�% .%� � ,Q / ``^� �e. '�I(OUT,Z �T.+S5,,,� � l:i! 1 \ \ , ` � \ I I � 1. PRONDE INLET TEE OR BAFFLE WHERE SLOPE OF PIPE DCCEmS 0.08 Fi./FT Ott +' ��' �� I � iy ,���U NV'1G,�W�. 1� . � � �- PRDECKE� `" � ~" � � �� �'�S� \1�\ \ \� l �� � � � � 6. EXISTING,UIILITIES WHERE SHOWN ON THE PLANS ARE APPROXIMA'fE. lHE ENGINEER � � IN PUMPED SYSTEM. � � � � \ DOES NOT GUARANIEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUr7l�RE5 ARE _ � j � j , , ; . �,. o��s i� ,- � - � � �y43� e���, ,�. � �`, `�,°,.� , ' � � EL= 42- '� -� ���, i^-. ",., � 60� 1 I SHOWN. CONIRACTOR SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS 0 2. FlRST 7W0 FEET OF PIPE OUT OF DIST. BOX TO BE LAID IEVEL � f J// � g � � �� \ ` � OF UiIUTIES AND STRUCTURES, WIhIIN THE LJMIT OF WORK, PRIOR TO 'fHE START OF � � / � //.-`'y` ;� ,` '; � •` � �: . S .,� "� . � / ��j / � �: '�j /'` `! /�,. � 63.8 � �-.�. "`- '"`� � s�� � � 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUC110N SHALL BE WAiERTIGHT. f W �'n �. ...�-/�,s' ;` �a k� � I � � '� % /,G�"/ �. �'�; � \ \ `NOTE: � '� CONSiRUCiION. IF ANY DISCREPANCIES ARE DISCOVERED OR FlELD CHANGES '� � � � � �? �� � / '���,''`,/�''.�` , , '//�'iy,� """�.. -�-�. ` �-- 1 Q OSED' R� �� � 1;tf °.%' , ��'�G'.����� "'�--- !` RO?,OSEQ� � � gpUL'CJERi IM ���� i REQUIRED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. - 4. FlLL ALL UNUSED KNOCKOUTS Wlhl MORTAR. ' � �, ,, r /,� �'rt. f � i�� r„ q S SERVATIdPd .. � � /� / OL � � , ! � PROPOSEA �WELCENG�'�'� �"' '�- � � � � S� � , % ,.j`��ASfMEfJT SLA6=56. �, ' I 53.30 '7` POR V �� �t � � r 5. CONCRETE COVER SHALL 8E RAISED TO WIlHIN 6 INCHES OF FlNISHED GRADE. � � ���/� Z.� 4. � /� ;,/l/ �,` ,f � -'' .,'' ��.. �, � � � � �� � I 7, THE CONTRACTOR SiALL BE RESPONSIBLE FOR PROPERLY COORDINAi1N6 THE � \-^� ,, % �/ � i .r' �'f TOF=64.¢7 �� � .�� "`�- �� -r, �.r ` � � UENT �\ I t � I I PROPOSED CONSTRUC110N ACTIVIPES WI'fH DIG-SAFE AND THE APPLICABIE UTILITY PROPOSE v � /;�i �/� FF 65'S5 � �' � l � � POOL �.� 2p•U' l � f, '`�%�'^`/ ' / � �`'� \ #' \ � , b0� GAIL N I I COMPANIES, AND SHALL COMPLEiE THE PROPOSED WORK WITHOUT ANYJNTERUP710NS y . . � . . ` / / / / � � .�A/Jf,�',�'Ji�/,'�/�,`'' ;�`,�'`` . . �t:, � �,�� � �2 : ! � \ C�ONC. �CF�N I � IN SERVICE. � DESIGN CALCULATIONS �°�'�M�'� � j' � � �, � ' ' ,, '���"�`�'� ' �, ~ \ � � � � � ��,/,� \ � � � c�/�F / . � � � �jE �;`%j'.,.' -��i;.';:����" .�` �"'. `� ,�� ; A� � l � � � � ���s� ss� � � � I I � o � � � � � �%VE � �r ' t� '.� ..=,s'���GE / � � � � � � �, � ERVE � ��� � � � � � � 8. � CONiRACTOR IS REOUIRED TO NOTIFY DIG-SAFE PER MASS. STATUTE CHAPTER 82,� � / � � T � '�/ O •^ %r $� l� ��."' �`.. l . � . . ,�, DFSIGN FLOW PROPOSED � � � � / � f / � ,`�f;'d,°'�� %f 'EL 640 % �✓" s� \ v'�' ` .+°�.\'.�A � � � ,` ` SECiION 40 (1-888-344-7233) A MINIMUM OF 72 HOURS PRIOR 70 1HE START OF o FUTURE -- � / a''f� Q(� ��/': f� "`�.: .,Y �t,• � L1M F � , '!%1. t " � C-' / ...�i- �o o ```` � � � �;\ �\ �� � � in � CONSTRUCiION. � n 4 BEDROOMS � 110 GPD/BEDROOM = 440 GPD POOL ✓ � � _ , N �� -�,�,,,, M. � -; y, , T;#4 \OVER I� � n � � I ' SAFEfY FENCE � / ¢ I % 64. ..- PADS ��� �O " _ •� '� K , 4 • -��` ( F `REQU ED .., " RF�UIRED SEP11C TANK FINAL LOCATION ,,.. �' j / Q � �,2 /�, � ` . \ I � � � ��� I ,, I 9. THIS SYSTEM IS NOT DESIGNED FOR 7HE USE OF A GARBAGE GRINDER. INSTALLAl10N Q BY OWNER / �� f/ l j '� � '� `O �--" "�--- 86 ""' �- ; \�� •�»�',� � ��" � i I � I OR USE OP A GARBAGE GRINDER AT 7HIS PROPERTY IS NOT Al10WED PER 310 CMR � 440 GPD X 2009 = 880 GALLONS POOL COMP c3 y /// / ��-P�OPOSED R. p �� � ` °`^'��, ,43�'�� � r# I � ' h�o j .•-^" PATIO -- g D NEWAY w' �`"•' g•&� 1� 15.240(4). '� U S E 1, 5 00 GALLON SEPTIC TANK `� h� // � 5�8, ` 3'g c� E �O � � � � � •6 A / 33'� � � � \ =s`'0 T `2.0'� ' � Q � ¢ C�E OF REQUIRED LE/+GHING FACILffY �''3 ��/ ,� �,� 135,p� /' n� m 62 �� � I '1 , _ �o � j ,._-- 63'7 i1 y, DESIGN PERC. RATE: <2 MIN/INCH X E !, � � � o�oa�o � � � � � �' � i `V � I � LONG TERM APPL RATE: 0.74 GPD/SF PROPOSED WALL `�� ��� t � � ° ��'� Q W � � 440 GPD i 0.74 GPD/SF = 595 SF TOP = 59.7 � � o, BOT = 55.8 PROPOSED WALL � \ � y, � I(I UT)150 8 � y�� � � � o i ���� OF LACHING FACILRY PROVIDED � � . � � TOP = 67A � � . � . - � � J �� N PROPOSED BOT = 63.8 � U S E (3) 500 GALLON H-20 CONCREfE LEACHING CHAMBERS IN TRENCH OUTSIDE RINSING / °� y � � �` � °' CONFlGURATION WITH 4' STONE ON ENDS AND 4' STONE ON SIDES. S T A n O N P R O P O S E t � ��-� ,� �` t � 1 � � �� � � � � � � a, � 4 k` � P R O P O S E D N PROPOSED FENCE G E N E R A T O R S S ` � 4 �;\ ��: l� �� ' � I S T O R M T E C H N BOTTOM ARFA: 33.5' X 12.83' = 429.8 S.F. PROPOSED WALL �3>• `^- �. � SC-310 CHAMBERS SIDEWALL AREA: 2 X(2 X(33.5' + 12.83')) = 185.3 S.F. TOP = 64.0 L O r 26 �F ) k S � o E � ' � EFFECTNE LEACHING AREA = 615.1 S.F. BOT = 60.5 ` � a . � . . . . . .. . >,p�. `� i` 4 � � � � � � � ! �. . ' 0 615 S.F. X 0.74 GPD/S.F. = 455 GPD (INSTALLED CAPACIiY) � , � 1 � 455 GPD > 440 GPD (15 GPD RESERVE CAPACffY PROVIDED) ' 48.0 � I a �� . t F ' � , t S � � 1 500 GALLON SEPTIC TANK (H-10) LOT 66 `�`- '` ` ' � ^- , S88'�4�57"E� 8.3�� � I � i t t PROPOSED a NOT TO SCALE � � � I � � � � �1 � I U � � J TRENCH DRAIN � � � � � � RIM=49.5 N �'�' RAISE AT LEAST ONE EXISi1N6 COVER ' � {� � � I a 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. TO WITHIN 6' OF FINISHED GRADE UTILITY BOXES # ! � � 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-10 THE RISER SHALL BE 18' HDPE PIPE SERVICING LOT 6❑7 I LOADING. CONC. COVER ' , 3 3. ALL PIPE CONNEC110NS AND CONCRETE CONSTRUCTION 6� M,q� '� E SHAu BE wA,�Rn�T. /� s���j"°F�'FSSFti � SYSTEM PROFILE w 4. 'fEES SHALL BESCH. 40PVC AND SHALL BE LOCATED VARIANCES RE UESTED . �'I�2 G�:r � � WITHIN 72` OF TANK WALL AND ACCESSIBLE FROM TANK �,/ `q -` �� Kt�renNJ. �► R��s�,IY�I� NOT TO SCALE � COVER. N 5. FlLL ALL UNUSED KNOCKOUTS WI7H HYDRAULJC CEMENT. �c � 4� 0 „� 10'-6" � � � i � � �o'-o" . = � o• � 3 � � � � 4� MIN. , •� uQuio 5'-B' v 4'-6" IOCAlE DEPiH a o O O O INLET TEE OUlLET TEE� ; � 5'-8� _ UNDER COVER W/GAS BAFFIE 0 3• o � � 3' a < ui PLAN VIEW CROSS-SECTION VIEW BOTioM oN LEVEI. STABLE BASE r . . . . i1TLE V � . � � . � � : � � . NONE � TOWN OF YARMOUhI � � � � . NONE FLOOR PLANS SEE ATTACHED ■ � � , c�5 HEALY "' � . . �� No.,a,gs o� QEC 1� 2p19 ,I�,��f�i51ERQ�J�,�� . � � HEALTH DEPT. �� �� � SLAB FLOOR 57 � � � _ �� � `� � EL 53.67 WflRK �JIUST �� � ORM TO ALL T��� gy�q JS � REGULATIO `D TE YARPJlOUT 'YATCR DEPT � �4" SCH. 40 PVC L=66f FT. 5=0.025 ELEV 56.0-57.0 .,. .. ur.r..�.. Yr.e�caonth %%aith Dr��rtQaent �������� JAN - 2 2020 � YARMOUTH � �� � OLD KIN 'S HIGHWAY �Pf�,,:o.�i.� 4p,p��� �.k 4' scri. 4o Pvc 9.a3.�9 oKra N+�e-t��y' L= 30t FT. ��4-F�o'79� �i.V� s= a.os �� FlRST PIPE LENGfH FlNISH GRADE TO BE SET IEVEL � 53.0-54.5 FOR MIN. 2' � 4' SCH. 40 PVC � �� �I ois�ieunoN 1,500 GAL BOX NOTE: SEPTIC TANK MAGNETIC REFLECIIVE TAPE SHALL BE PROVIDED IN THE TRENCH OVER ALL PVC PIPING 0000 0000�0o LEACHING 000000000o CHAMBERS 0 0 0 0 0 0 0 0 0 0 BOT =48.55 10.55 SEPARATION ELEV=38.0 � ESi1MATED S.H.G.W. (BOTTOM OF TEST PI� IPROFESSIONAL ENGINEER LOCUS NOTT�NGHAM DRNt c� � x D mZm MARSH SIDE DRNE LOCUS MAP NOT TO SCALE 'I� N I � SEPTIC SYSTEM DESIGN #5 MARSH SIDE DR[VE IN YARMOUTH PORT MASSACHUSETTS (BARNSTABLE COUNTY) SITE PLAN FEBRUARY 4, 2019 1 3/22/19 MODIFY DWELLING 2 5/1/19 MODIFY DWELLING 3 8/21/19 IRRIGATION WELL 4 9/20/19 ADDITIONAL DEEP HOLE 5 10/28/19 9' FND. WALL ,1htJ 02 2020 HEALTH DEPT. P�EPARED FOR: ARTHUR & ANN CHAPRALES 1356 OLD POST ROAD MARSTONS MILLS, MA 02648 508-862-2370 x 101 -� : �-_�' ..' 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 Q 2019 BSC Group, Inc. SCALE: 1 " = 20' o t o zo ao �, FILE:YAR\50206\C\D\50206-SP-REV, DWG. N0: 6521-01 JOB. N0: 5-�206.0� SHEET 1 0 .. . � . . . . . ,, : . . . . . . . . � . . . � � � ��fi5•-6° ... � : . � � � .. 6'-0" ' 16�_��� 15;_0�� 11'-6" I _ I I _—� If �—� � � � � . . . . � � . . . � 7'_6"t �tYP ) � �: . . . . .. . . ry . . . . --1 -, � � � LL e- � - � � i � . � . � . '� � � � . FOUN�ATION FOOTING� � � . �. . .� �� �.� �o ... �� � . � . � BLENDS W/ FROST � . � � � � � . � . .� . .� - �� � GRADE� BEJ�.M �. . .. � . . . N . . . . . � � � � � ELE4. TO F�N. W6LL= f/-57'-4' . . � � . � . . � . � � ' . � � � . � EXTENT OF DROPPED o �� ��Tx � 0 14K N/ALL w/ FROST GRADE B64M . . . � � . � rcuuAnat � �ZK qIRPOCNET � . � . .� - - . . . � 4�_0'� � . mu! m�. � . . . . � 10'w x 2'N x 4b . . . � .. .EIEv iJ FaOi.NC=Si 0" � 1 . F _�" _� . . . . . . a �� `� � . � � - � �. . 12'� x 4•_0" SQUARE � nev. ro ron nur- 5s a"� I o m N � � � � � FOOTING PAD . � � � � � � � � o � � � � - PROVIDE 4 EA. �5 .. : . � �... � a..�. ` . . � � � _ � � � � e�ev. [o. roo?u�c= s5-e' �. BARS EACH WAY � � � . . . � .. ,.. � � . . � DBL 3-1/2" . . . � �. � �� COWMNS � � � H —_� . 39K o- _ fiK � � 28K . . . � - . � I . • ... . . . � � �OBL 4" � ... .. �. . . . �� r . . �. . 1FB-D7MC � �. . . . � � � COLLIMNS � � . . � . . . . . . . . N � (2J 1.5'M1125 LVL FA N00 . � . . � . . . � . . c�ev r.o roo*iNc= s'-a' t 2" x 3'-s" 54uARE FULL BASEMENT � � � � FOOTING PAD c�cv. ew,. sr9= ss'-o' � _ �[�cv. r.o. �nn. wnu= s�'-a' � . . PROVIDE 4 EA. (�5 . . . � - BARS EACH WAY . .. . � � � � - . . � FLE4. 6C RWR= 65'-i � . F .. � .. . . .�. . .. �i Fo-z FOUYICjQti0Y1 WQ�� e�cv r.a. raotir+c= ss'-a' � = 8'-10° . ryrosraui rn �. WR POCNET � - . ELEV. i0. FUIV. WALL � 6t-6" . . � �.. � � �� 10'Wr2'H�4b . . . .. . ��. � �. . ELEV i0. 09L 9L RAIE 64'-9 � .. FOUNDATION FOOTING � � � � . �� - � . 6K � -. - � . . � BLENDS W/ FROST � . . �' - � !�RP��T �� � . � . � GRADE . BEAM � �� .._ ' . . � �v to �nrmwc.- eo_c. � � . ta^x: Yx a �b � 14K . OUTLINE OF �. . .. . � � � ... � � . . . . �� � . . � � ENIARGED . CaNa�t� �rr�NiNc wuls . . . � � � 3K ei.ev. ro: wnu= ea'-z' - � 3K . � FOOTING � ,. . � n� To raunel n i wui . . . . . . . . . .. . . . � � . . REYNNS FULL H�L71T � � � _ wau cam+ucn�x L�� � �I CRAWL SPACE -� �q.� o _ . . ' . . . . . . . ELEV. C2Adl StA9= 60'-2' b���w ,I . . o � PROVIDE MiNIMUN 2�-6" � � � � . � ' �� . . �� �' � - � � � �� WALL STUB FOR � FUTURE � � � �� � - - � � � � � � � :. � � . . .. _ . . . . . i7 � � �� � � RETAINiNG �WALL. � . . � � � � � � � . nics� a¢��s,w.� m � anaa�um � � � � TOP OF WALL � = 60.5 � � � . M�a�N, atAN�nax FlLL Mn uAaIINE � � � C, ACIE➢ W 11Fl5 NOT i0 IX'SED 9' �� . z2�-o• PHILBROOK ENGINEERING i tvamphilQgmai(.com ' , "508-385-8682 I ,4._a:, � 13._�„ � � - � I � . . �y��'(HOFMqgS . � . ._ . . . . . . - . . . .. . � . ��`� ��y . . . �� !� TVARNUM G�,� . . o PNILBROOK �, v . _CHANI r �' �s� . . . � No.3069 � Q. ,� {� 0 . . C".� _ ��. . . . . . i . S�ONAL EN . . .. P19� 45 PROJECT PROFESSIONAL OF RECORD CONSTRUCTION PERMIT DR_AWING SET s FOUNDATION CONSTRUCTION SPECIFICATIONS ; �7'-0° 1, BASEMENT TO BE MECHANICALLY VENIILATED AND DEHUMIDIFIED. 2 ANCHOR BOLTS - USE 5/8" DIAMETER x 12" W/3"x3''xl/4° WASHER, LOCATE 12" FROM ENDS AND OPENINGS, 12° FROhd ENDS OF PLATE SECTIONSt MAX. OF 40" O.C., OR AS NOTED. BOLTS T0 BE EMBEDDED NOT LESS THAN 8'INTO CONCRETE. �0 NOT COUNTER SINK WASHER AND NUT INTO SILL PLATE, USE A SECOND SILL PLATE 10" SONO-TUBE ON BIG-FOOT 3. ALL FOUNDATION WORK IS TO BE fIELD ERECTED BY �.C: IN ACCORDANCE BF28 FOOTER FORM. WET SET 4. FGUN AiIONTDIMENSIONS �UBJ�CTLTO�C�HANGE, PLEASE VERIFY FOUNDATION — 2 EA. �5 VERTICAL SHEAR DOIh' LS. PROVIDE 5/8" x 12" ANCHOR PLAN WITH FLOOR PLAN. 80LTS AT TOP 5. LALLY COLUMNS TO BE PRONDED BY G.C. PLATES TO BE PR VIDED BY HUNTINGTON NOMES. WELDING -0F COLUMNS TO PLATES �IF NEEDED) BY G.C. 5/8" x 12" Anchor Bolts 6. FOOTIBEL W FROST LME ETERMINED ON SITE BY G.C. TO ENSURE f00TINGs STAY �-o•• spaced @ 40" O/C w/ Z ANY FOOTING AND UNOER SLAB DRAINS TO BE PROVIDED BY G.C. TO ADEQUATELY MANAGE Dedicated Corner Bolts SITES GROUND WATER. . .. . � � � . �� � .. . � � � �. . . . � . . . ��� . � m . � � . 4��_g,� . . � m . . � . . � . � . . .. . . I � �, 5/8" x 12" Anchor Bolts spaced C� 40" O/C w/ " �° Dedicated Corner Bolts wo , � � N Standard Footing: 12° d`x 18" w. w/ 8 Each #5 � Horizontal Bars. �� Wet-set 60° #5 Dowels @ 32" O/C Extending a 'o�-,•• Minimum of 42" Above the Footing Standard Wnll; 10" x 8'-10" w/ 1 Each #5 Horizontal Bar ---- Top, Middle & Bottom. Provide #5 Dowels Wet-set mi�+�o v,e �Rov��E �e sHEnR spaced 32" O/C Extending Above the Footing a VN�EN FCOIING TO 24' BY ADOING � DOWELS SPACED �� C � . � . MIYIIYIIUYI'1 Of ��}2�� �- � . � � . � � � , 6' ALONC THE INSIDE OF 111E GARACE � 16" 0/C �VERTICALLY _ � � � � , . . � . . � � � � FACE F00➢NGS � . . � . .. � Fo-2 . � ¢ o . . . � i� �� ii � . . . . � g �ara e Wall; 8 x 3-10 w/ 1 Each #5 Norizontal Sar 8" CMU eia�k P�e�: � . cARncE s�Ae ' � � � � � -N �� � � � Top & Bottom. Provide.#5 Dowels Wet-set . � � � � � � � � � Drys[ack w/ Cores Verticol � � � � � - � m � � i� - - � � and Cep Un:il Backfill. � Upon nFv. caa �ne- t/-sa'-c �-� � . �$�C1C2L� � Z ���. EXteil('�Illg �fi�JOVe '�f12 F00 f 111g Q � . Placement of 5��-5���, Minimum of 24�� � . � - . - � Open Cores le Crecte pTa q,�g TpwAu,l pp[¢5 1�g' p^t f-p' 2'-0" � � � � -. � � � � � � � � � Unreinforced Pier to fooGr.q ,.� � -�� Deep Frost Wall; 8" x 6'-4" w/ i Ench #5 Horizontal 8ar n�s��n�+o�s,�w�u Top & Bottom. Provide #5 Dowels Wet-set '� . TOBEPWfEUMFRHHI . ... ,. . . . �. . . ����"��,AS�^� spaced 32" O/C Extending Above the Footing a NEm3 i0 OHR 1N15 MEA �,�a�NT,,,�� NE Minimum of 36". NOTE This Wall Adjusts Downward in height at the Walk-out 5ection Along the Left 5ide m� u+�.s ne[ to � eAcicmi m k/ afA4. QtANULAR FYL AHD YACMNE . . . . . . . . . G . . . . . : . .. . . . . . . . . c6wacnn w uFls Nor Ta �xcun e' - .. � . . � . .. o . . . . . �. : . . .� . . . Foundation Wail -� � iC'rlrttl4; C��" `�:� c6'�r�49TF1 PROVIDE �5 SHEAR � � . � . DowELs sPncED = 3�-lO° REV1EWc� FO" ZU".CIN3 AND 01I�iG CCDE CCt,�PLI- 76" o/C vER1lCA��Y , E,Ev:ra ron v+au=s�-s•�� ANCE, ERROf;SG��:P.'iSS10?!SDGNUTRELI�VETHE APPLICkIvT FRObi THE R�SP�NS;BILI �Y OF'AS BUILT" e�c¢ 10 roa iar= so'-e' � COMPLIA1vEE. — — DATE; . � S , ��J inia[xm srs -- - . . . . . .. . . . . . . �. .. . . . B �LOWG �- :,IAL . . . . � . . N � . . . .. . . . � m.� � . . . . �o .. . : � . . . . . . i � I Q � .. . . m . .. � . . . � � � . . � . . � . .� ���..� �s��� � . ,2'-0�` ,2,-0,, 11 LJ 1`! ��1 V 4�I T�1 V IIC�l'e�E�, Il�T�. 344 FASSETi- RD, EAST MO�TPELIER, VERMONT 05651 OFFICE (802) 479-3625 FAX (802) 479-0575 FOUNDAT�IOi�I VI/ALL PLAN ^ SITE LOCATION; YARMOUTH, MA SCALE W1ND SPEED (ULT/ASD)A 140MPH�108MPH SNOWSLOAD (GRO�ND�/ABD); 30PSF/25PSF 3/16° = 1'-0" PRo7EcT: � 10223 SHEET SIZE: 18x24 DRAWING NO: 1 Or 2 � II I�� I . . _ _. . — . . . . .. . . �. . . . . � . . . . � , ' . . .._. . .� . . . . . . � � � .� . .. . � . � � . . . . . � . . �. � �. �.. . '. . . . . : . . _—. . _ _.. .--' ._ — . . . . . . . . .. � . . . � � . .. � . .. � � . . . .. � � . . . . . _-. . . . . �. . . . � . . . . . _ . . . .. . . . .. . . . . . � li .. � . � . . .. . . . . . . � , �. . � . .. . � � . . . � . .. � � � . . . . . . . � . � - � � : .. . . .: . � � � . . � � . .. � I Suggested Stem Wall HT. . . � .... � . Load Bearing Wa�J � .. — �� .. . � � . .. . � . : � Garage Ooor Opening , . I . . . � . � � � . : � � . � .. � . . � . .. . . . . . . . . . � �. � 1�2" Thermal .. . .. . .. . . . . � . . . . � . � �_6.� � . � . . . . . � � . � . � . . . . . � . � . � . .. � - BfeOk Control Joint � � � 2z6 P.T. Sill Plate �� . � . � . � � . � . . �. . ... � . . .. � tO 4' Fein(orced Concrete Slab Pitch SIa6 to Doors � . . . . . .Finished Grade '� � � � .. . � o . .. � . 1/B" per FT � � � . � � � �. .. � . . � . � . � . � . . � . .. � . . . • _ w/ W2.1k2.1-6X6 WN4d " ' . . `'. _ . ' � , - Finished Grade � . . � . . � . _ .� . -. on 2' Risers.. . . . . � � . . ...o. . . . �� � . � . , . . � .. . . � . . . . . . . . . . . � ; . 'c �i: . � ...., � .. . 4 _ . . . . � � . . . . . ; . . . . .. . � . �_� ...• ' � � .. � . . � � � . . . � �.. �,. . . . . I ip" I . .. . . . .. �.� , � �--{ � �_6 � . . � � � �� . . � Foundatioo�lnsulation as Necessary � � �- I . � I . � . � .. � � � �� � � . . . �� � . � . - . .. ' ''�.: � to Protect Slab from Frost � . . . .:� . . I . �' ; . .. . .. . : � . � : � .. � � . . . . � � . . � � . - �. . .- . ..4'-0" Each Way . _ . . � I 12^; . . .. . o . . . . . . . .� .. . . . . ' . . . . �. . .. � �. �.'. � . . . i .. � - � . . � � . . . . . . . . . ,. .� . . . . . . . ... .. . . . , .. . . . . . . .. . . .. . . �, . � . .. . � .. � � . � � � . � � . . . . . .. . .. . .. . . . . . . . . . Y�� , � . . . . . . . . . . . . : . ' . ... . � . . . . . .. B THICKENED SLA� C� BEARTNG WALI. ; ., : � � ..>� . FO 2 � . � . . � � . ,.. . . .. � � . . ���Load Eearing Wall . � � � � � . a: ' �e T o I g. `,s _ ' --- 2x6 P.T. Sill Plote 1'rs" 1,_b,n p� .. . . � .. . . . � � . .. . . . .. . � . � - . . . , � . . p . . . o � �e � . . . . .. � . � . . . . . Finished Grade . .. . . . . . � . . . . . . � . . � . .. � . . . . . D . . . . .. . . . . . . . . . � .. . . . .. A GARA6E STEM WALL . ;. Fo-z _ . D .. ' � GARAGE DOOR APRON , . . .. . .. . . .. .. . . �. FO-2 � . . � � �..� . ... � � � p �� . � foundation Insulation as Needed to �� .'•. . . � � � � � � . . . . � � . � � 8" CMU Blocl<Pier: �� � � �. . � ��� . � � Meet Energy Model Requirements � � � � � ���b � �. . . � . � . � . . � � � � . . .. . � � . � . . . .. � . Drystnck w/ Cores Vertical and . :'; � � . � � �" . � . � .� �.. 5�8" x 12" Anchcr�Bolts �� � � � � � � � � . . . . � � . Cap Until Backfill. UponPlacement . ... . ' � �. . . . spoced � 40" O�C w� � � � � porch Posts � � - � � �.- � � � � � of Sub-slab, Open Ca�es to Create. . � � , e'' � � � � � �. , � Dedicated Comer Bolts . �. 4" Reinfwced � � . . � � . . � � . �� � � Unreinforced Pier ta Footing : � . .�, . � �� o � � � . Concrete Slab � � Er�bedded Column Base � � � �. � � . � � : � � � . � � � � . � � �. �. � � � . � . . . : . �.. 2x6 P.T Sill Plale -�- 4' Reinforced Concrete Slab . . . .. . .. . . . . . .. _ . . - � 4" Reinforced Concrete SIa6 �� � e 2xfi P.T. Sill Plaie — e . � . . � � . . � � � � �� Flnished Grade � �P. .:A . . . . � o��•� . � � . . � � . � � �� . � � . . � � Finished�Grade � � � � � ' � � . � � � � . � � � � .. c .� � � � � UnGer SaS Insu!otion lo Ne>{ . .� � . . � . � � .. � � � � � .. � . . � . . �. � D :� . � . � .. . . . � �. . . . . . . �Energy h�odel ReGuirements . � . . - . � . . � , . � . . . . � � . . . � . . � � �. . � . . . . . � � � .. . . . .. . . . .� . � � .� � . . � � � � .� � � .� � � � . . � . � . . . . . . ;. � , . e . . . . . . � � � �. . . . � � � � � � � . . � .. � - . .. � . - �` . � � . . .� � .. � . � .� .-. � � . . � . . . . . . . �: -' ��, �� ... � �' . . �, ':• •'� .. 4" Reinforced Concrete 57ab . . � �5. e.�• . :� �. .. . ' .. . . � . . - � � . . � � � : �.. � .� . � . . . � � � � � . . � . . . � � . � .�.o :. � . . .. . . . .. . . .. T � . . ' � � a �. .p�.. . . . � " � ' � . . ' � , . . � : 4 .:. . . N �' �.:. . . . . � N . . . . � . . - 'p� ry � . .., . .' . � N . � O .. ,. . � e�,! S. ��� � : � . � • e:. . . . • t � �p' . . . . . . .... N. . . . . . . . . . . . . � � ' � ���•-6� . . . . � 2'-0° . . . .1�_6,. .. , .. . .. .e. e .. _ . I 1 -6 . � � .� . - ., . . . . . . . . � . . . . . � .. � . . .��� 6,� . . . . �.- . . . . .. � . .. . . - - � : . . .. . . � . � . .. � . .. . . � TNICKENED SLAB C� FULL FDN: E FULL FOUNDATION F WALKOUT CONDITION � � COVER�D PATiO Sl.A6 Fo-z Fa 2 .. . . . �...Fp_Z �. . . ._ .. . � .� . � � F0--2 . � � . � � - �. � . . .� . � . � . � . � � . .. �. . �. . . . . .. �. PHILBROQK ENGINEERING tvarnphil�gmail.com �T 508-385-8682 5/8" x 12" A,nchor Bolts Standard Footing: 12" d. x 18" w �UN'I'�N�'I'�l�l spaced @ 40 O/C w/ w/ Z EQch #5 Horizontal Bars. Dedicated Corner 8olts Wet-set 60" #5 Dowels @ 32" O/C �Q��� I��. Extending a Minimum of 42" Above � the Footing 344 FASSETT RD; EAST MONTPELIER, VERMONT 05651' ` . OFFICE (802) 479-3625 FAX- (802) 479=0575 ` : ���j,tH��MqSsqcy . . � . .. . . .. . � . . - . _ . � . � ��� T VARNUM. GN�, � � �o PHILBROOK � ,''., � �� (�� MECHANICAI � "' � . � � P PNo.306900� �� � � � F��S e.a``, ss � �� ����o.�. e1v�. P19-45 PROJECT PROfE5SI0NAL CF RECORD CONSTRUCTION PERMIT DREIWING SET � � SITE LOCATION; YARMOUTH ��MA � � � SCALE � � � � � F �./ � � D � � �./ � � � L L S E � � O N S �� �ND SPEED (ULT�ASD)� t �OMPH�108MPH � � EXPOSURE CATEGORY: B° 1/2" = 1'-0" SNOW LOAD (GROUND/ASD); 30PSf/25PSF