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BLD-20-4542
Please review the plan s details and specifications thoroughly. ��'�'�^�-�^--rr�,�,.�„�,��,.���� IMPORTANT NOTE: ALL BASE DIMENSIONS TO BE WITHIN PLUS OR MINUS 1/4" UNLESS OTHERWISE STATED � \ Should you have any questions, please rea�h out immediately. \ Ifi not, your signature below is an agreement to �onfirm gasew�llcartb� f(yr��,p,�(y�y�y�V�� � your understanding of the plans, and an approval to begin Constru�r� �;��� ��� threaded {�(p> �i��\ � the manufacturing of your structure. �ppr�ved ma��r6ats �� ail,�;jZj�� i ._' �� . ' � , . t � B��AL `��$. ��\ Any changes following the approval signature below, will resutt �A-�� �� �Ap.O$e rOi�� I , ' � in additional charges. 3/8' BOLT d YhSHEF � m � SOL I D HEADER BR I CK TO � � �\ � . � � � � . . � � � � � . -� E,sr;i;,s �� ,.,:_:�-;,, � �;�; � � a •�� � � BE USED ACROSS WALL TOP � �tEv��,a���F. ��r' � ar�,�;, ��oEc����u- ,:;.• '� ����'� - NO HOLES OR FR06S � Authorized Signature ............. ..... ardc�. E� n �„ s�^!s��t�o���-ii�drrw� RALL PLW ; .: � . ; :� . . . . . . . . . . . . . . . . . . . . . . . . . . . � . `�•"•�� �: �•:' FREE SPACE FOR DRAINAGE HOLES � � � � � � � � A?PLIC<."i f�0"�iThc��..r�0`JSI6�UlY0F"ASBUILT"� 8" � � ':; ` CO^J?LI.Ld:CE .-. •. •., ... .. `•';"';: ;`:,�t`• - .:.::.; • Date ............... "i i". ' �•' ' ` NOTE: L I NE OF EXTERNAL VJALL D I MENS I ONS � � � � � � � � � � � . ............ DF7E: ' � U nm�om aoo e . : �ijt', :'i�::.;`; � � 1�,- Base wafl m�sand be a eu�,� oir o�Ficw! � . CAST CONCNE ,,'.•.;i�, �. CmAR YENEEA � �`I�� � . '� � �. PLEASE READ ALL I NSTRUCT I ONS . � holes on top on top � . �E'�� ' BEFORE COMMENCING. IF YOU NAVE smooth finish Outside dimensior� a�. ��'".° `' ROD OETAILS FOR 8 L�CATI�NS 5�1 �� c r i t i c a! a n d m u�� ��^ °rs: i �,;;.: ANY DOUBTS AS TO THE SPECIFICATIONS RE to wiihin 1/4 ���z ; 5/16' STAINLESS STEEL N00 RESIN ANQIOflEO IMO ��. . THAT WE RE�U I RE� PLEASE CONTACT � . . .� - � �� POUNOAiION IISING I@MFIX KB EPO%Y RESIN OR SIMILAR. ` } � -� HARTLEY BOTAN IC I NC. � � � � � � R00 TO BE THIiEA0E0 SA6' t' fROM EAQI ETUI. IOR SCPEYID BAPI. 0 5116' RODS - � � � � � PROTRUSION FROB TOP OF VALL TO BE 2' RUS OR MIXUS 3/8'. � 8 POSITIONS - � � � �� �l - � � � � � F.F.L ROOS TO BE FIXEfI INTO FOfMOhTION A MININIM OF P. N � � / .. � � � . THRESHOLO LEYEL . MULE SIZE IN FOUNOATION - 3716' URfER TNAN fl00 OIAMETER ��� � SEE DETAIL A . � � . � . � . PLEASE NOTE: A CLEARANCE OF "' THE RODS ARE TME QIENiSlBUILOERS RESPONSIBILItt. � � �' . � , . � DD NOT SCALE � � . � 24' MINIHUM IS REOUIRE� . � ��p . . � '.�''� ABUTTING WALL TO BE � � AROUND THE ENTIRE PERINETER � �'j�j,� �!,� �'"i qc N � � / � PLUMB SMOOTH AND � I F I N DOUBT CONTACT . OF. THE GLASSHOt1SE FOR ACCESS , � . � `"'� '�,4'��' � y � '., : .��:�`•`� i . . . . . . C .,:: .�, :;:<.'.._?.`: / oF GooD CONS7RU[r � oN HARTLEY BOTAN I C I NC - �o�usr�e�e oowraPi� FOOTING `� �. . � .. . � . . PACE,VENT FACE,YENT . . . . � � ' � , � �•� . . . . . . . . 90' SP NUNEI SHELYING � PoOTING DEPTH . . . . . . N — — — — — — � fl0U ANCHDREO � � TO LOGIL NOES \ . . Z . . . INTO FOOTING � 1 . � � _ � � . � 135' . 135' � . . SOL I D BR I CKS TO BE I SOMETR I C WALL LAYOUT =� . , BLINOS ���� �'n"�'�` � DETAIL A � . . � � � � — PURLIN FULL SECTION 27165 , . USED AT THRESHOLD 8 N Z VERTICAL DOOR APERTURE � 3 . . � � . � � - I Z o . . — Y N � X li W O + � 6 _ �t1HESH4L 1L _ ,Ic � PEASE NOTE: FLASHING NOTES: '��\0/ �I,` \ \ \ �� � � IF THE CONSTRUCTION OF THE WALL IS TO BE b �1IG� I � �• a FACE VENT FACE VENT SECTION A- A OF DIFFERENT MATERIALS OR THI[KNESSES WhLL TOP TO BE LEVEL ANO FLA T k I T H S � L I O H E A D E R B R I C K S /�� I r I � _� ADJUSTABLE OOWNPIPE SH O W I N G S P A N D R E L S T O E A V E S A N D R I D G E THAN THOSE SPECIFIED HERE. HARTLEY INC. ALL FLASHING INSTALLATION TO BE CLIENTS ! BURUERS RESpONSIBIUTY. o �C��1 � 1 J MUST BE NOTIFIED SO THAT NEW PLANS CAN THE FLASHING YILL BE REQUIRED TD DRE55 DOYN INTO THE STR�CTURE `� i� � o P 3 BE ISSUED TO SUIT. THE WIDTH OF WhIICH IS 8' FROH THE WALL �� I 4' S 1/4" 4� 5 1/4" _I ALL VERTIGL OIMENSIONS TO BE ThKEN FROM THRESHOLO. � m x o � N~ m� � � . . PLAN VIEW . IF EXISTING WALL IS NOT PLUMB, FLAT ANO OF SUFFICIENT . ~ o I � � LL � � � . � . � - � - � � .� STRUCTURAL INTEGRITY. THEN A MOOOEN DR RENOERED 'GOALPOST FRAME' � � o = n � I 6 � � � . � . s 3 MAY BE RE�UIREO - CONTACT HARTLEY BOTANIC fOR ADOITIONAL INFORMATION. � �� •� _ � � � � . . ;o � . . . . � . . � . . � � . � . . . . o . . . . . . . . . . . . � . � � � � - � � � � � � � — � _ � � RA�IAL POSITIONS � � � � � InPORTeHr NOTE THRESHOLD LEVEL ! ! IF THE B' WALL DIMENSIONS IS EXISTING $TRUCTURE To [HnN�e tHeN HnsT�Er eoreNi� FLASHING DETAIL - SECTION B- B �Oq OF UNK�WN DIMENSIONS MUST BE NOTIFIED IMMEDIATELY. , � z � � . - . . � w o � . PLEASE NOTE: CLIENT / BUILOER � 15' 3 7/8" �— . TO INSTALL RO�S - SEE �ETAIL A � � . . , ~ Z . �So . . � u w � I �� �- o � � . . . . . . . . � . = Z . . � � �n . . -- � � � z o . . . � . � rR= Z IKI FREESTAtAII6 ST,I6ING MQ FREESTNUING STAfiIM6 IK2 FIEESTAIOIN6 ST�611� �.. � W O QD . � � . F– Z \ W O 9l.TTF➢ TIIP 8 IFAEIF SUT7FD TfIP i U-9ELF . . � � . � � — � � 2 t' 77' x/' 11 3/8' l' 11" s 7' 11 3/8' ��xOt 1 315�. . _ � 8„ ` . . N . .. � . I— Z N X li tJ W � � � f . . � �- N . . W O . . � ` � _ � � f a . � O � � � � . � 0 . 0 . . . . VI . . p � Z . . � � �p . . � Z Z O N ZO � . � � � � ^ . . . . . . ' . . . . . H Z , .. � � � Z 1 � . . . . . (n = MK2 fREESTIlOIN6 STM+IN6 M(2 F7�FSf1N01N6 STAGING � _ � . � — — — — — — — — � . X L� SIA,TFO TOP + W9ElF Q�T7E� TOP t WLEL� �. � _ . . � — � . � . � � . . T7E� LELi W O �. . o O . . � W O 4' fl" % 1' 71 3!8' i' 17" a 1' 11 3IB' .. � � . . � . . . . ' � "' FRONT ELEVATION �OOR END ELEVATION � @I Q 2 3/8" 4' 9 1/2` 5' 2 1l2" 4' 9 1/2` 4 1/8" � ' WALL PLAN THRESHOLD ANO INTERIOR PATH LEVEL WHICH SHOUL� BE SLIGHTLY ABOVE NORMAL GROUND LEVEL WALL PLAN SHOWING R0� POSITIONS - SEE DETAIL A ALL BASE DIMS TO DATUM OO THE THRESHOLO LEVEL IS THE LEVEL AT WHICH THE DOOR WILL OPERATE WITH NORMAL CLEARANCE & STAGING SEE �ETAIL A THIS SHOUL� BE THE FINISHED FLOOR LEVE� INSIDE THE GLASSHOUSE. WALLTOP TO BE 2' S 1/2" PLUS OR MINUS 0" ABOVE THRESHOLO. GENERAL NOTES: � � NOIES RELAl1NG TO FOUNDATION AND WALI.ING (CLIENTS RESPONSIBII.IIY) STRUCTURE BU I LT I N ALUM I N I UM ALLOY o s m �s , i i i� i i i i i i i i i i i i AIlbrlckworkup6o150mmaDovegroundlevelfioroUietopofthefoundalbn POLYESTER POWDER COATED WHITE RAL 9910 Allbrlckworkapbeconstructedwtfhaminlmumoompresslvestrengthof tobecor�stiuctedwl',he�gfneeringdassBbrld�whhwaterabaorptlonnotexoeeding796. ROOF VENTS OPERATED BY HYDRAULICHECK AUTOVENTS. 3f d ANGLE SCALE FOR DRAWING IN FEET 20Wmm � ushig rtwrtardeslgnaUon to BS5288: Part 1:1992Table 1. VERT I CAL FACE VENTS OPERATED BY MANUAL SW I NG THROWS PRO�ECT I ON For fully bonded canstructlon� the brlckworlc Is fio be construtded tri ellher oi the fd4owing: Seetablebelowformbcdetallsofaffindarddesarcwrtardeslgnatlon. GLAZED IN TOUGHENEO SAFETY GLASS DESCR I PT I ON: CLIENT:- MRS. DEBORAH COLEMAN a Engllsh bond -one oa�►se of headeB and are course °f streh�s a'"�emately CAST Al UM I N I UM R I DGE CREST I NG & F I N I ALS F I TTED TO R I DGE 214 PLEASANT ST. TypeafMatar(porfbnbyvolurtre) B:Flemishbond-headersandstretd�ersal6ematelyhthesamecwuise. ALUMINIUM SWING DOOR COMPLETE WITH LOCKS & BLACK HANO�ES SOUTH YARMOUTH � ��: � �: ���6 C��_N������������� ������� OGEE ALUMINIUM GUTTERS GENERAL ARRANGEMENT DRAWI NG Mn o2664 Ma Cement 8and 1:4 to 5 bond wRh no cavlty. Wa� tles are io be proNded at ceMres rwt exceeding 450mm vertical and 450mm BL I NDS AS DRAWN . T H E V( C T O R I A N G R A N D C L A S S I C Cement Sand wltli Plastldzer 1:5 ta 6 h��l. M wau �S ta be of tlre stalnless steel double trtengle iype to BS7243 and In acoordance wlfh SHELV I NG AS DRAWN . DD140: part 2:1987 ard BS5268: part 3:1985. SPANDRELS TO EAVES & RI�GE ON ALL MAIN RAOIALS ABUTT I NG The mbdng end uae of mortars should be in acxadance wltli the R a damp proof course Is to be used. the membrane must have mortar above and below (effectively S T AG I N G A S D RAWN . recommendatlons glven In BS5268: pert 3 or BS5390. sarMvvlc�ed in fhe mortar bed). and must not Ile directly agalnst the br�kworlc. Readymbc mortsrs afwuld oomplywHh tlie r�equlremer�ts of BS4721 3 No. L I GHT BRACKETS If a damp proof cairse la not uaed, tl1B�1 R IS f6COrtlrt19�1d6d tllat 5 Wet81prO0fl�Q 8p611t IS 8dded t0 ORAWN : MOD I F I CAT I ON : CHECKEO : andbeequt�eMtotheabrnrespedfic�on. y��m�, Nur [ovERs HARTLEYBOTANICINC DPB RM 1 No. 24" POTTING SHOE DATE: SCALE: The foundatlon, orfootlrg should be ota suttab�e deplh to sult bcal ground oondltlor►s. THESE DETA I LS MUST BE ADHERED TO 155-B New Boston Street D9 . 10 . 19 1: 5 0 AB fedllg bdCkN�Ork fiUm 6' ebOV6 groUnd 16V61 t0 be C01181RJCUed The depth Of 1he TOUndetlOn fS the d18M/bU8d0r8168pOnSlWiKy WOUl7TII MA Ol SOl DRA W I NG No : ORDER No : usingtypeMNorMlbrk�cs(BS3921)wkhwatsrabsaptionnotexoeeding7296. IF YOU HAVE DOUBTS RELATING TO THESE DETAILS H821478-001 HB21478 a�°�bo1n�Yi1��������"OYO��' PLEASE CONTACT HARTLEY BOTANIC IN� Te1:7819331993 ISSUE A '� LEGEN D �I� 99 "- EXISTING COh'TOUR � . I',x 99'� EXIST. SPOT ELEV. ---[��9}'-' PROPOSED CONTOUR I���98�4� PftOPOSED SPOT EL TH 1 '�,� TES7 HOLE �I2� SLOPE OF GROVND �,`� unurr Po�E I y� FIP.E HYDRANT Y N6iE: NQT ALI. STAI[k:f5 AIAY APPE4R RJ Df+},K',tlG c��g���� �;s��.�sEi�aRaGE �Y�����i F�ROFILE � � � . . � (NOT TO SCALE) . � � � ACCESS COVERS TO WITHi3J 6" GG" FIN. GRAiDE . . � sus Ettv. i5S � . . 1���.' �� MINII.<UM _75' f1F C(1VFR MrtA PRF!'ACT i . � . � ��� � �� ���!�e�: t GP,P,BAGE DISPOSER IS t�lOT A�LGtMED � DESIGN FLOW: 1 BEDROOMS m 110 GP� = 110 GPD USE A 110 GPD DESIGN FLOth' SEPTiC TANK: 1t0 GPD (2) = 22L� USE A 15C0 GAl_. SEPTIC TANK LEACHING: SIDES: N/A BOTTOM 30 x 15 (.74) = 333 GPD TOTAL• � 450 S.F. 333 GPD USE 30' z 15' FIELD OF 2 ROWS OF 6 STANCARD QU1CK 4 WFiLTRATORS NlITH 3' STGNE AT SIDES ANQ EPJDS, 3.3' BETNlEEN P.ONS VARIANCE REQUESTED UNDER TOMM OF YAftMOUTti HEP.LTH REGS: TOP OF FOUkDATION Tn BE 0.10' BELOW HIGHI PqNT IN ROAD (2.1' VARIANCE RE0.) �� � ��� ���. � � HtGH I . PT. EL � � �o � . , ia.r�.,, \� i .�� � `PROPOSEC ' I PREGIST F;-10 � �� RISERS (TYP.) ..,.�.. 4'S�'H40 S�'C . � 2'r . 4"05CH10 PVC � � p{PES LEVEt. 75T � j � �j� lEE � � 7500 GP1 H_«0:•: �E � .,� � � I -� � * 1 ' •�, � SE"TIC TPNK I..` 10.55r � _ .�.�! . I.: ��, � . �-: . ". o � o o ao"�°a � 4' LG. IEVEl �GA$ B�FF�E o a�oounaooao�nac � �. �. AC4E OP. EQUA� �'" ° �o°o°o„c°o°u�o° . � � : _ .: . ...,t �. . . . . � , . �. ' 9.90' 9.�3 , �� .. . ..; r. ,. . . qe�0000000n000�00000000[ . . . . O�O�O�O�OnOOO�O�O�O�q�O� � . . � . � � � � -- 6" CRUSNED SC4E OR �tECNAt4!CP._ � . CUlAPACTION. (15.?'L1 [2)) � � � � ( � % SLOPE) � (! _ : SLOFE) { + 7, SLOPE) FOUP�DATIOPJ- 1�' - SEPTIC TANK 55' D' BdX 7' - �w�;€� ����� a'���i�� ACCESS (:OVERS T4 WTH!N 6" OF RN. GRRf)E . . '0? FkDN. ELLV. 14.0' - �� 12.0� A4WiMUAS .75' OF CO1�R R P / a•X a' au��aox � % , � - , Q�°��;"r/`' � �`1 '�`�^` � / .P � y�� �� ��i2i- oa� � �����h, . . li � -. _ \ OR�� . . , � i � �,\ K'9} �'. II � ' } � \ � y`v /C �..� � / � �� �_'�� �� � f 78����\� pppc��� � I. \_ Pine �c^ _.-. ' \ ��� � ,/ � eff 508-362-4541 �T fax SCB-362-9R80 , � downcape.com �O �'��� ���� �r�:�������.�, ���. � ' civif enc;ene��s /ar�d surve.yor� 939 Moin Sfreet ( Rte 5AJ YARMOUTHPORf MA 02675 ALL SYSTEM COMPONEt�l75 SHP.LL BE. MARKED W(TN A4AGNE?!C TAPE OR C00.S?ARABLE 65EANS POR FU?URE LO��?ION. � � R�:C�f;QE INSPECi10N FORTS TO � YATHW �3" OF FINfSH GRADE 2 e SLOPE REGUIRc^u 2" PEASTONE OR GEOTEXTILE FlLTER FABRIC OVER�STO�E � II f\ _ __ ''_�- 0.67' � 3/4" TO 1 1 f2" DOUE3�E WASH�_D STONc IEACHING FACILITY 10.01 USE AUJ. N'hTER AT [L 24' 0 � . � � PRECAST H-10 . � � ���T f l�1�� �M�.A� . . R!SENS {TY?.) . � � . 4'eCH40 PyJ 2�► . . . .: - ' ''" DAVID MASON, R5 ARNF F' OJALA, PE, SE _. .; :. , ra ExFsrtr�c �'eox- ENGINEER: �• *70.5 q 95 � isro cu. H-2o TEE (NOTE: WORK BACK 70 PROPOSED SEPTIC Tlu�K UTILIZING WiTNESS: AMY VON HCNE, RS / (PROP) SEPTIC TANK � 9•7' a' uo. � ��� - EY�ypN,j�S,BTNES � PROP SED ELEVP.T!ONS WILL I WORK) DATE: __ 6/ 13 %01 � 5�6 j i O �, . . . ACME OR EQUk: .� . ;:.�. PERC. RATt = < 2 �11N/INCN o°o°o°o°o°o°o°e°o°o90"0� CIASS � _ SOILS o°o�o°o°o°o°o� . (��Y SLOPE) . FOUNDA710N- � �� -- SE('71C TANK ewsnr+c euiox+c ' ��, % � dbl. 7', 8� ook \ ,`. /� � dbl. in , �� � \ �� ; �° �,u oo� 6" CRUSHEO STONE OR MECNAtiICAL COMPACTION. �(15.221 [2]) � ELEV. �^`�c�1 ELEV. ( � % SLGPE) .. � v p" 12.8` p^ 12.8' - �g - A - D' BOX ORGANlC LS lOYR 4/2 4�. ��. A B LS LS 70� oaks a:; i LVi.,U� 6blFii" SCALE t"-'L000't ASSESSO�S 1.iAP 5i F�RCEL 105 LOCUS IS 1"11THIN FEti1A FLOOD ZCPdE B AND V13 EL 13 Zo��l `C� �id�1/ClYifl�� . . ZONING DISTRICT: RS 40 MIM. LdT SIZE 40,000 S.F. MIN. FRONT SETBACK 30' MIN. SI�E SEIBACK 20' MIN. REAP. SE7EACK 20� REF�R��l��S LAND COUP.T CERT �190226 LAND CQURT PLAN #4i437-A 10„ 10Y'R 3/3 30 10YF. F�5 10.3� {���E,�. 1. f}ATUM IS NGVD - Bw � I � � 2. MUPIlClPP.L WATER IS EXISTING � � LS C 1OYR 5/6 3. M!�IIMUM PIPE PI7CH TO BE 1/6" PER FOOT. � ZS�� I�•%� 4. GESIGN LOADING FOS2 SEP11C TANK � . MFS � TO BE AASHO H-?Q � : C �i+, 5. PIPE JOfN7S TO BE MRDE WP,TERTIGHT. � . PERc I/� I 6. CONSTRUCTION DETAllS TO EE IN ACCCRDANCE VnTH �� lOYR 6�4 310 CMR 15.000 (TI'T�E 5.) FS � 7. TtiIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO HOLLISTCR � � PURPO E.FOR LOT I.INE STAKING OR ANY OTHER 10YR 7/4 W%�i� .134�� 1.63� 129�� 2.05� g, p�pE FOR SEPTIC SYSTEM TO SCH. 40-4" �PVC. � (UNCCNSTRUCTLD). - NGWE 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEAIED tri 7". 8'. 12' o� % iy v�9� wh pine T�� �8� oa1� � �W�R��£ C � ��� ��' �-T'� � A oak PROP. 1 � W P �aY � � ?. ��-' �"� INSPECTION � �. . 7p" � PORT ��� ook "fiF-"� � �" ,^ti `�,n. i J�� ��g � � ��ii' ,y'' A�Op ..� r�f�.%S"l} / � , �G�.�.o � � �p oak \ �l)' oa �p � S , �`���sFa LOT 2 �J..�� `�..���'` o�,� �-� ���s�P�F / n�, \'�,v 1.96 ACt � '� �� / � � ����,, e . �` � �:�-��,:, �, ��� s. �\ __ � . ��, . � t7"o��.'- ��� � � �,/e EXISi1NG � _� � - \ c � �1 �' '•.r, h;. � `` WORKSHOP / C--' i f \'.l � .• `-,./ -wn, 1 � � . �� / ' ��\///' '�; q' x'' P � 70�� �`,, � / �;\ '�� // �4� l ��' ; .J��(. C�0'e`\ ����� � � k 8" oak WITHOUT INSPECTION BY EOARD OP 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 dc OVERHEAD Ui1LITIES PRIOR TO COMMENCEMENT OF WORK. GROUNDWATER ADJUSTMENT DATA: 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE ZONE: A REMOVED 5� BENEATH AND AROUND THE PROPOSED WELL: MIW 29 LEACHING FACILITY. ADJ:0.3� �READING = 6.16� FOR 4�2010� 12. GUTTERS AND DOWNSPOUTS TO BE DIRECTED TO DRYWELLS OR ROOF DRIP LINES TO STONE TRENCHES PROPOSED SEPTIC SYSTEM REAIOVE EXIST COTTAG[ � PRO?OSED SEPTIC �R��K � i'PROP. EGRE55 �?AIRS � '� 35" oak r � � , � . i . y ��. -� f , i ; - ��>r� [�.r�.��, eR6voscv � � - Sj � - � / i � ' � �� , I �"sra+� w�v.i (rn ) � .� �, � � �c � � ,F��PU�___ "XW_-W�"�� �\ ', _ _ 2k.:.'I � �.. , �y ,e, '\ � i :GJ \:: �'� / . � �� r{<i '�'.> RvPWy9q�R j/ � ` nP�t PR��, �.:.:A tn � , `�.'.'� �.z' . � .. � W / . � G %� �Gr-,. �� �\ 20� _ �' � �, �"I. . � � W Q 1.� 6 � � � 'oa A _- �R. . Q�� 24'� '�`. UGWIRES ' 9 \ , � i `�-bs . J J,�,(iR i , � I �� sy \ \� �., J ` LAYM AREA qFyjo � : . _ .?� j , / / � wa�i e�c.� \ � � o�4,p � . � /f . �r / � u�R � \ � � TM ,C �2 �``�9 _`<� �^'��-� I � 24� r .. . / ..:.: - GUY � V� ,� J �j�v �q �'y ,1;ti, `�` �. � / ��'/ 'NIRF �-�!r_ .. � �. 5�6�70 (cF ��'FR. _.. . .. `. - u'.. ,�' � � Y \ -c �-�'� ' 4� \ , PROPOSED F 7 PROPOSED GAR6.GE WlTH � UVING AREA EXISiiNG PAVEO DRIVEIVAY TO BE REMOVED EXISTING VEGETATED AREA TO �E CLEARED FOR CONSTRUCiION AND REPLACE N1TH "CAPE FRIENOIY LA4M" PER LANDSCAPE PLAN EXiSTING VEGETATED AREA _�+, . �NVASIVE PLANT SPECIES TO BE REMOVE� IN 2D0' RIPARIAN � ZON£, AREA TO BE SUPPLEMENTED `b �1 S�'PT1C TANK �� � i@v' MET "pc'-; �- �--i-. � W/ NATIVE PLANTNGS �� , t j .\ tovc 0 �` t--i- �� (SEE LANDSCAPE PLAN) V � . � I ' 'r--12 �e.c'� / � \ Z� . t/ � / � � �� UMP CLEAN ` e�, 11 Q , / �G �G�� .. a' �\���0° k RENQ;� ° . n i �'� � � �. ., i � .pk,J'\ �4E � � . � � _ � - n� F0� � � SEPPC TANK i�'�� � � � �O � �j ' t� �-^- _ .i. O � ` � L% ' i i T � �" 'Y L � .�\ � _ / p�V{���o�,wy+,',�� . `� � \ / � .' OFiCA�„ ,..� 1 �Pli � . _ _ � 'f�p � r / 'T�E�.�� � ��� /5 g��' ��� �� � � Ci�' f�,° � �; PR � � 9�%� � � G� � � y i� G � � � ���� � � - i Y _ �9�� . � ��� H�\ \�N ' r� e��%� � cY��.:. . -f � � '�r ' ��� � /��.. �'. � �� � ,��` " � �✓ �.��� � � � �� �� � �1i . / , �'� 7 �J G� �> � � •� � , � ✓ ��QpQ. � . / � � i� �� ; �. L '� +(� � �\ � i'Z� i/.� METAL . . . . . ` ^ / � \ W VER' � � �%��, �l J V v/ ..�'� ..F�� � j C . , . . . � . '� � ��� j d / � L i i ,� '�,/ i yo.. . . . � � . . � _ � � � V � � _ � � / � ..� � � � � � �/� � ` ?oh?rCi h � .._�' NOTE: EXIS�NG 5 E3EGR60M SEPTIC 5`!STEM TO DE R[TAI`�ED F6R � �� � �',� � u� `��. i v�s�vs PROPOSED DWELUNG QNSTALLF.D 70/24/Ot) � � . � 1 ' ,�/'S� �� � \ .. � � � % � °Nrn°cusT � , s REF. SITF AND SFWkGE PLAN D. 6/77/07, FRFPARED� RY DAYiD �� � /�y� ' � ��/ ��> � - � % v � � B. MASON, RS, DBC ENYRONMEN7AL DESIGtva � f\�� /� � . ,/ � �� � , � ,- �� � �r ��,� {EXISTIMG SYSTEM CONSISTS OF ? FE! CAP ENVIRO CHAMBERS � � � ` �._, o„ � v � ,� .�� H77N .4' STONE AROUND AND 10` UNDE�) . � � � r� � _ � � \ r, 1 u�r a �r: . sicr �'� � � � \ /�(f � � \ �� J '� m EXISTIhG PAV[D DRIV[ri'AY TO BC �EMOVED PROP. RE-LOCA'FQ � � IAtT,GA71(Xd PLANTINGS � . REPLACiP7G EXISTING LAVNJ � : . � (SSOt Sf) . EENCY.l.1ARK S70NE DOUr E1.=13.54' EXISTING �GET.ATED �AREA INVASIVE PLANT SPECIES 'f0 gr o-4^VE� 1`! 2CYJ' RI?P.F11N ZO4E. AREA TO BE SUPPLEMENI_D w/ Nnnv� Pv,Nn���s � . (SEE LAiJDSCRPE P�AY� > � � a�,>,., S � \ r� ��-�i ��r,.�� '� .,`�'`*` UA'9�5� A\...nt. � �, ,. ` ��`i`?'""� � o!k� , �; � '� +.�` .r.IV�L Ir�� . ,� ¢ G�� � SS'.o tua e�rc., f � : � /- � � �` /^ � C U� 4�' .`� GS ` i, r YS\S_ E ,< ��z��)'; ��_'`�� � � :" ��- GATE �ANiFI_ ,�, OJtiLA, ��., P.LS. ��%F x . :,P.3` ,� / � r; rw' � ( � �<: i � � � .� < ti� 5� � � I � % - � f.%ISTING / ,,4 ow�uiwc y�� �` (ro ee. "• REu0VED1 �/�. � REF. CURRENi RDA � APPROVAL � `Y� � .� . � \� . � . � � �. . � . ��� . �� .�. ' . � � . . . . ��� � ��������� �•����� � . � ����� �I"'A���4A�� 4 FREPARED F0� � �"`���d`�4,� ��� �%����s°�i"`� �i����,�a�"� JANUARY 3, 2Q13 REV. �i/2S�/13 (P�fAiN HSE S�PTlC iNFO, i F) ���J. 8/23/13 (EGRESS STA!RS ON GARAGE) Scate: 1 "= 30' � D 15 30 45� 60 � 75 FEET � LEGEND '--` 59 -- EXISTING C�JNT^UR , x 99�� EXIST. SPOT ELEV. . � �� .--[�}-- PROPOSED CONTOUP. �I I Isa.al p2ppp5ED sPer �!_. TH1 � '�i � �'�`�- TEST NpLF . 2� SLOPE OP GROUND � II �� . UTIL!T'.' POlE i � FIRE HYDRANT Y I NCfiE: f1GT Ai1 S1'1!FUIs MhY ?FPFAR Gy � i.�'Ai'i�tiG I_- _ - -_ _-__" q�9t-se ��i ��, /!-� e� ^1F�C . . . . . �'i, :�� R'°"° '^'y�y �' p . ALL SYSTEM COMPON�N"�S SNa!� �t �!"eF'�,1�li���� e �sJW.ea..."�Jk7Pl�ftti76� � . �„� Fi �..l�i.-�s� !-,f1�w �%_E � MARKED WI?F! AMGN�;"IC TAPc Ci? E . . � .. � � �. . � •�..T•,••p �(;;�� To SCa;.E) .`��� - --- COMS'A:2F�81[� 1tFP,NS FOR FJ��JR.E LQCAi:.`',�":. � � ACCESS COVERS T6 WRHiN &" fir Fi'rd. Gf:�1D� � . . . . . � � �'ROVIiE INSFECTION FCRT� TC; . _'� � Su� R_Ev. 13.5' -� .. . . . . � 1^AiHIN 3" O� F�N�SH Gf2A�E r� _.' '_.__ � _ � }� �.�- _ �J•r� tvc r� c P � . . 2% SLOPE f�EQUI^nCC 0'icF �`(57E'rd.� ���y.Q� � � �„ , ----�_. ��..�J MINIAiVM JS' OP CO"yE1? C._R PR";A„T ---u--------'- �_�� , � � r - . .. . . . . 2" PEiSTONf UR GEOTFX(li � . PnEGasr r:-70 FIITER FABftlC OVER 5T01E .\�i.-- I '�� R!SERS (T.?-) � �±`SC4�s� � 7'e � � 4"ASCHYO PVC L . . �s� -_-� �� P!PES l.E�IcI 1ST 2' I .' \\'�1 1.0� _-__�'� io � -- iy .... �_L - �_� � � y�--��.��� . ?O.D1� ---- i 0.6a %� � �e iso� c,u n-zo rE� `3 - '-+ --� �� i � -J �'� SEF?i� `.A.iIY. . ... . . i �i.:.�'-� � o e o�v`"��'__ � . +-.i _ =r-r �-1u� . :Y�. . . . � 4� l]Q LEYE_ 9.��' _' __' . . . �.. i � . o o�000 c�a�a9 2� :� 1 �Qa wo FlG o�aDupu�aaeoo � 1 eCM£ O4 E4U4i °°a°c°.:°o„o°u o: `e'•a �6i� � � � I 9 90' 1 � °-7g' «� .._ - -� -= `_ _� ��_9_01' i ,; , , - �'_� �J:. . ' . • ,' ; .' � � ' 3/4" TO 1 1 /?_" ^vCU8LE W� ;HE^v STOtiE `- � o n o o n e o 0 0`0 o c ODO�OG000�0�0�0�6pU���O� .. � . . � 6nl''n�ndn�nG��r��n�n�n�nbr .� . � . . .. . � � j 5" G�.USHER �CNE Oh' Ri'.:CHAi+i{CA'_ � . �I � � � CDlAPAcT!ON. (15.227 [2]} . � . � . ` �� � ��'�����N'i ��d���!'�3. .. . C � 7. S�OP[� . � � . ( � n SLOP:'_) � { � _°/'� SIUPE� � � � FOUNpATION-- '�� - SEP;IC TANK -- 65' t�' �Gh -- �• LEACHING GARBA.GE D(SP05ER IS �iOT NLION+ED FkCiLlTY -- _ --- __ US'c AG�i. XATEfi AT �L. 2.4' � DESIGN FLOV�1: 1 BFDROOMS C�➢ 110 GPD = i10 Gr�D rr"���� "����� "��Q���`� _ ._-_ C P.CCESS CO�ERS TO Nfi�H!N 8" 0� FiN. GRAnE . USE A 1 i0 GPD DESIGN FLO�ti I roa F,wr�. �sv. ia.o• ..SV �-�--_ SEP�IC TaNK: 110 GPD {2) = 22G � �,'.� 1? D' Mwi�ut� �s' o� ce�.�E� er�e pR��r �nar � F^n�� H-SO � � � ���� ��k � �M�t.,A USE A 1540 GAL SEPTfC TANK I P,,�� �.� i � � �- a'scruo av� � z'a � LEACHING .: � ".. : ENGINEER: � Tc ens�r�c o'eox DAVID MA�ON, RS / ARNE H. QJALA, FE, SE BOT O N/A *10.5' . �o• u, , �� � i AMY VON HONr., RS / � �� ��-� tEE (NO�: WvRK BACK TO �ROPQ�cC .,EPT{C 7ANlC UTILIZIhG NlITNESS: M 30 x 15 ( 74) = 333 ^vPD (PROP) 5•9`�� � SEPTIC T6NK ��7� Ex�STING C'BOX I"1LET ELEYATIOiJ; P..4SFD oN ExisT ST .. . . � � . � 4' �'. �``�� cns 3eeFl_. : � �ELEVATI4NS. TNESE PROPQSED ELEYA710P1S W1LL WORK) CATE: � 6/13/01 � 5�6�1Q �� TOTAL: 450 S,F. 333 GPD ��"K �`a� � PERC. RATt - < 2 �rlN/I�CH � � �� USE 3C' x 15' FIELD 0� 2 ROVJS 0� 6 STANDAR� 0000�00000000000�o„ooeoc CtASS �_� __._ SOILS QUICK 4 lNFIL7RATORS WITH :5' S'iONE A�f SIDES AND o°o°o°o°o°o°o°� „o°o°o�n°o� ENDS, 3.3' BET�NEEN RONlS s" c+:us�Eo sTow� oft MECHANICR� � �. � � . COMPAC?ION. (15.221 [2]) � � ELEV. ELEV. 4 � VAPIANCE RFQ+1F_STF.D UNDER TOWN OF YARidCN1iH I (_�a;5 SLDP�j (�% SIG�"Ej �' ��•B� Q� �Z-F'� � HEALTH REGS: TOP OF FUUNDATIODI TO 8E 0.?0' �� H BELOYF FifGH POINT IN ROR.D (2.7� VAR!ANCE REG.) � � FOUNCATiON- �� SEPTIC TANK 38 D� BOX � � ORGANIC LS 10YR 4/2 I �� 4' I �" ( ' w�cN 2 � A B . i � . . .. PT. EL 1��/0 / ���� � . . . � � � LS LS � ', 14.1'�, . . . . . I c...✓aa^.mov oeeaac SCALE ?"=2400'� ASSES�ORS M�^ 51 PArC�L 105 LOCUS IS 1h17HiN �EhAA FLO�D ZONE B AND V13 E�. 13 �C)����G Sl��/I�t�.�Y ZONING DiSTRICT: RS 40 MIN. LOT SIZE 40,O�J0 S.F. NIIN. FRONT SETBACK 30' MIN. SIDc SETBACK 20' Mlt�. REAR SETSACK 2G' R���Ci�G�i���7 _ LAND COUR? CERT �190225 LP,�!D COURT PLAN �j41437-A ii � - �,...,., 10Yr2 3/3 � 10YR 5/G I ����� ' ��1 , P�o^cs�c 10" 30 10.3' _._._., _._.._-� � / '4'x 4' PULLBOX . � I i -- - � � i 1. DATUM IS NGVC o' , _ �� Q��P �� ��.� ���`y�, � BS � 2. MUNiCIPA.I !"!Rl'ER IS EXIS?ING �'� r � � � � 1 , � i �` I C I 3. M!N!MUN ?IPE PITCH TQ BE 1/8" PER FObT. � � ' ���� � � � �.j�21" C�4: � . . � . . { � . ? QYR 5�S i G.7' � � � 4. DESiGN LOADING ��CP, SEFTC TA�JK j ; F�yQ � � 25�' MFS TO BE AASNO H-7� ��. �_..._ R� . . �� � ,, � .� � �'�'.�y �•, � � �� . � C �/ 5. PIPE d01NTS TO SE MADE WATERTIGHT. � . '�, �- � } � \ � �� �, � � >, � .. . PERC � `�( � 6. CONSTf:UCTfON �ETAILS TO BE IN ACCOFDANCE WITH / / . , � . /��I 10YR S�4 3?4 CMR 15.000 (TlTLE 5.) .. i � ,.-' ' � 'bm � . f., . , G �, FS 7. THIS PLAN IS FOR PROPOSED tiYOP.K CNLY AND NCT TO i8'�.rh �c� v ' /", � � �P��� �j < � � � � 6E UScD FOR L07 LINE STAKING OR �NY OTHER � .� n ; �"3�L�I��iC tOYR 7 4 PURPOSE. i, ��� ��`'?�`'.h Pp�� � W/�Y � � 134'� � 1.63� 129�� 2.05� � g. plpE FOR ScPT1C SYSTEM TO SCH. 40-4" PVC. �I � � t. ✓ � fi � = � . � �UNCONSTRUCTEDj . � . I ����_� -� -�����b �`�., �'���, �U� . � NGWE 9.TCOMPONENTS NUT TO 8E BACKFILLED OR CONCEALED E TH AND \ \ @ oo' 10" oaks dbl 10" & S" oak . d61. 7", 8" oak �f���.(��' �� /" `� �� 7 ' tri 7', 8'. 72' oak �A�\ � 2693, �n • ,� /' \ NFw �'�/ 19� wh pine ,� 4 18" o�� \� 0 � "� �?� i��` �. Ri�,`�qY t � ook PROP. � \i � � �t _� `�"`�� . %'�.�. INSPECTION � � \ . . 12" x'- PORT oak ��-=�c "fiF� � � f £ 11' ,a 'O,p p /.` 4�'p„t� � '. � �� i \ l IjC.�q . � � obk ,� � � \ { 2U' oa�f ,P � �`��M`� � � LOT 2 � `� l�.>�°'� ,� ��F`�%, � ��� f 1.96 ACt ; � �� � `"�``'���?` -`. iF / � / �\ \yF. ��. i - r x��/ 4 � ` 9�" _ ,��' ' � � ��� . _ � `, , �"'- 1i�`�ok . \ � V � `£ EXtSTINC � .-..- . � . � �... ��I 4i'ORKSHOP � t: ~'�\ �� �\�-�.'+ i � � � �\ � � \/ �� � f � � '�� � �` \ ` 'k�' \ \ ` ` r � / ^� �l I . �C"iC C�u.Y, \� � j � \ t I� �- . . ��\ �. fi -- ` � --'�cc'�/ kI�HOUT INSPECTIC!v BY BOARD OF H AL PERMISSION OBTAINED FROM BOARD OF H£ALTH. 10. CONTRACTOR SHALL BF RESPONSIBLE FOR CALIING DIGSAFE (7-888-344-7233) AND VERIFYING THE �OCATION OF ALL UNDERGROUND & 0'JERHEAD UTILITIES � PRlOR TO CDMMENCEMENT OF WORK. GROUNDWATER ADJUSTMENT DATA: 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE ZONE: A REMOVED 5 BENEATH AND AROUND THE PROPOSED LEACHiNG FACIUTY. WELL: MIW 29 ADJ:0.3� �READING = 6.16� FOR 4�2010� 12. GUTTERS AND DOWNSPOUTS TO BE DIRECTED TO DRYWELLS OR ROOF DRIP LJNES TO STONE TRENCHES PROPOSED SEPTIC SYS7EM R[MOVE EXIST COT7AGE � � PROPOSED SEPTIC TANK � � � � PROP. EGR'cS5 STP!-.5 �1 Q > i � . �. •� \ W i i � �36 . ock -�� �Kr ,cx� .�s�one weu. (rn.) t�5 . }-i � . . . . : � � -�j �` � �Qy� I _.. � ��_ � i• ___ __ �.-�� - O . PROPOScC GARAGE th"TH � � 4 XA PU' ILHOXw�� W \ � �-� 1. - '.,• � � pq p : 2 - �O. UVING AREA . . � .. � i, ,\ � �' . ��`. i Pp � � � C�i� E . � � Q � � �„� � „ � v��l j� _ ��`'=-Q?�yS'!r+F"(2 �� � : � � � � G�t�� Si � EXISTING PAVED DRIVE4tlAY TO BE RcMO�D - ���r � � ���5�."" W � �-, 'L ��� � �`.-oa� � ����" �\�-'� �A�� � Q�OP�p-2a"o�t � �. �. . . � �cvnR_s 'l ` �^,f �K �y � � � li �^'(��� ` - � EXISTING VEGETATED AREA TO 6E . �. 9 � � s�, Qc. � i r"�r-y, '� p��� y CLEARED FOR CONSTRUC710N AND ��� � � I LAHN AREA 'OF C�� fi � !d"� ! � . ��. S �.' �y `� � � q s � t �� ,„.. / �:�� REPLACE Y�iTH "CAPE FRfENDLY LAWN" . ELEy._ \ \� OF,AB,p -h ip} �.. 1. /.. 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