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HomeMy WebLinkAbout16 GREEN LN NOTES: 1. THIS MAP IS DEPENDENT UPON THE MAP REFERENCED HEREON. ; 2. PARCEL ZONED RURAL RESIDENTIAL. 3,,Op 1O• 8 p P G \ \ CA NoTo aT ��+ 400A3' \ 1 AN}123.37 ` IN 27 z7 ` v \ MXEk 1 -INASk 127.5 C 136� 204.gO' \ S*00 I w�rio Atsw \ �PROP•ANT-TRAO(PAD ICS KV` 1�1 � \ FABRIC � \ I zw I»Is a 0. 1' \ rV L 21 \ / \ 17 O OCt) "K ' \ soTOW. 137.0 o FF: 138.0 24•0. \ o LOT #13 � 12 AL `\ '2gr GAR: 136.0 b f38 /NV.OUCttt37 h �/ ` O LI r PVC R7lm, C - - tom[ O _ No Z" . / — )a ON IMA 6 TP\38 ` PROP. c 2B' �g 1 LOT,\#11 I _ FENCE 0 ` 0 QC v� • , � 0 DO 1\,58••� f�6� `\� ` �S891r � \ hN` ` �1r , � \ :'� � ;ice..ri�t 1. REFERENCE NOTE: AtD `( •HfOGf ?p?�f / <^ 1.. '�7 �. f BOUNDARY AND TOPOGRAPHIC INFORMATION ARE TAKEN FROM PLANS V 111 \ \ _ROkr • P <' ENTITLED -EVERGREEN ESTATES SOUTH WINDSOR. CONNECTICUT lll��� \ -18 LQ T # 1 ��/ �,•+��✓�` PREPARED FOR HORSESHOE LANE ASSOCIATES. LLC, BY DESIGN PROFESSIONALS, / \ a1��EMf �,�;�-�'_ti-��• ; INC. DATED JULY 14, 2000 REV. TO OCT. 18. 2000 SHEETS 4-12. D R' V E k ' N6g3 0 43,3� sq� ft. 2'w 0.99 THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE MATH SECTIONS 20-300b-1 THRU 20-300b-20 ` OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - 'STANDARDS FOR SURVEYS AND MAPS IN THE ' y F \ \ �l \ \ \ LEAD STATE OF CONNECTIcur AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS. INC. SCOTT A. 'I�OORE `��\ �� , _ ' '�°" PIN TO SET THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 ° MONUMENT TO BE SET TO THE BEST OF MY KNOWLEDGE AND BELIEF. THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. I \ I 340_ PROPDaSTOSED CONTOUR �- PROPOSED CONTOUR .za7s PROPOSED SPOT GRADE SILT FENCE 12882 RICH RTEL LJC. No. /.UNLESS on+ERwsa NOTED.oasnw uTUTr REVISIONS : TEL 860.291•8755 DEPENDENT RESURVEY PREPARED FOR SHEET LOCATIONS AS SHOW ARE BASED ON BEST GRAPHIC SCALE FAX 860.291.8757 IMPROVEMENT LOCATION MAP AVAILABLE WOWATION.ALL EXWNG UTILITIES 40 0 20 4o esign Evergreen biter T,<LA ° '° „a„' [professionals, Inc. T pT 2.All CENTS ARE To BE STA12D.N THE FIELD of No. 1� 16 Green Lane � OF !Y A LICENSED TARO SURVEYOR PRIOR TO 1 civil engineers planners surveyors MN Hl^. XS Rl9 Act: flit-/7 CONSTI PLAM�is INVALID UNLESS rt SEARS TIE I inch = 40 feet landscape architects gig gps - NPRESSIGN SEAL AND MR AL"Aim 165 south satellite road, south Windsor, connecticut 06074 SOUTH VfINDSOR CONNECTICUT 01wrKm Or aIr£.• ar-as-os aF THE PROFESSIONAL ENGINEER/SURvETOR. NO, DATE DESCF'JP170N B7 Mu i L y cuu) South Windsor BUILDING DEPARTMENT � II� 'O THE /UNDUNi DEP(, TOWH Of SOUTH WIHDSOII AUG S 2005 -s cartitied that this an and rpetfication$are true -oplea of the D"'Dd•.a p 'dins of wtor tinny t• e, rotted at South Windsor 1b BUILDING DEPARTMENT ftra togrther with amendm DDllcetlon ents stated In a sod!sled -:nth oleo and 1 aarae to eompt} with all zoning. `, Fl-1,71ing and state laws and such orders as small be issu,d t,y the Building Oepartment duAn Il' "•,� If g Pendency t"ls application and final Issuance of • twUdlry per t_ T,._; c 'lined rm �'his Is ed suhlecr to the cnndl lien en Z• orders and nrdinsnc t p _ sa :egblduny building shall M vnth Coudrtionany Kpyrovsrd •�d elth U�.h, .... ',.• r, . n bese filed With _ 1561-4 by C' 'hIi dpp!IcatlOn dnd ttnai jvyu­ae'OI d C,il,aing Building Inspector Clark permit. Oats " /y� / [/ �/_ (p _P Sigae - -17 Th!s of•n is -,t,h.v �. .... —�—____—_�_4l C r•:r•.4 1nC1 • inap.' i r• l.a d .vlrh C,.nd,tto­Uy a proved These 1i.:,l -th ! - '7 pp 1(� /�� 1 L, 1-1:11f. i 1naa�ctor ..-,erb 1.1.I\1ll llv!'11 lljl� Oi" ZOwila� liUO LIf,.'\'•,r l., Proposed UUilding(s), use(s) and/or structura(si shown c,i ;�,� Plan appear(s) to he in South Wi-r 's -� 77 special w •ui'Car i�.C.S :J'1 � p ���y 4pply. G Date -- s &3 ng E cement Officer i- J o-i b uws1 SCANNED 1V-e -moo ► NV(H}123.37 �. IN E.I ..27 Ai X � I ELEC TEL CAN 40 T Iry h (0 y I ?.0• E �2 1 �� �1 ry �JAVg H SO'\ / J) OL n 1 / r i 2�r N SEPTIC TANK r C J J�. sr 4.0 S..` ` '�' LOT #13 N tih 75' - 18'x36' TRENCHES T g, / INV: 126.0 (PER DESIGN PLAN) LOT #11 t ' \ 1 \ J NOTES: `�5 T 4 sp. ) _` ''0jCC) ci 1.PARCEL ZONED RURAL RESIDENTIAL RR. .?v�' 2.1NIS MAP 5 DEPENDENT ON INE MAP REFERENCED HEREON. 3.UIIJTY LOCATION BASED ON WORMAIM SUPPLIED BY CONTRAC70 L 0 M� \ t1,, •sue, \ \ / y 4.nNAL ORADMG MOT CONPImPITtRENCE H�` MINOMY INFFO NATI ON ARE TAKEN FROM PLANS C p "`O0, ?\\ Ew1TRED MROREEm MAIM.SOUTH MNDSOR.coNlE-ma �L FR0 \ PREPARED FOR HORSESHOE 20 LANE ASSOCIATES.U.C.BY DESMOI PROFESSIONALS. w T 12 RMc DA1ED LLr 11.7000 REV.TO OCT.14 zDOD sIEZTs{-12 160f'�FF ` V F- N69-3" MfNT 15 p R 3�. 43F 3�sq, ft. w 0.99 ac. THIS SURVEY AND MAP HAS BEEN PREPARED INACCORDANCE VAIN SECTIONS 2D-3006-1 T1RU 20-30015-20 N/•F \ Q OF THE REGULATIONS T"AS OQ R SE STATE EON EC I 'STANDARDS FOR SURVEYS AND MAPS N RE: S C O TT A• MOOR E STALE OF CONNEC CONFORMS O EODORSED BY THE COMCLASSUT ASSOCIATION Of LAND SURVEYORS.INC. ` 7H5 SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. ^`\ To THE BEST OF MY KNOTILEDOE AND THIS MAP IS SUBSTANTIALLY CORRECT AS N01ED HEREON. ` 1 129a2 RICHARD P.Y M No. AS-a&T TEL 860.291.8755 DEPENDENT RESURVEY PREPARED FOR SHEET LOCATIONST.�OTHERWSHOISE NOTED.1O1ED'OD ON `� �"S10NS GRAPHIC SCALE so FAX 660.291.8757 ® I AVAIAKE AS RMA ARE BASED ON BEST ' ����� SHOULD IB BIELD% 01L ALL PRIOR TO CONSTs 40 RUCTION ,Y A 1/�„� $I LAND SURVEYOR.�T VIEn O `TO rofessionalS, Inc. Eve eea BSteteNs 2 ALL U7R11E5 ARE TO BE S7A/QD N 11NE r1EED CONSTRUCTION. 1 civil en neers planners surveyors �` �OA 1 INS PLAN IS INVALID UNLESS IT BEARS THE 1 6111103 PER TOWN COMMENTS CBS g� p Yars 12 _ C ANV Br,INS .K>;7 ATZ: r27J-J2 OF B4'IiESSION SEAL AND ORIONAL SIGNATURE 1 inch = 40 feet landscape architects gis gps OF THE PROFESSIONAL ENGINEER/SURVEYOR. N0. DATE DESMIP77ON BY 165 south satellite rood, south Windsor, Connecticut 060741 SOUTH WNMOR CONNEC11CUT QaD BCIBHBr/Ti85 0AJ£ 05-2s-aT JUL 7 2005 South Windsor gGILDING DEPARTMENT -ir �rzc n La n,C.. r a�3 oS APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WTTH A RESIDENTIAL BUILDING PERMIT APPLICATION? ❑ YES ❑NO U BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL (3 INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑M )CED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION [.-.a.)k ).n r i n SIZE OF MAIN DRAIN NO.OF TOILETS STYLE NO.URINALS STYLE NO.OF BATHTUBS NO.OF SHOWERS NO.OF LAVATORIES NO.OF CONDUCTORS SIZE NO.OF STACKS SIZE AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS NO.OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW ❑YES ❑NO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER WATER HEATER: TYPE MANUFACTURER II DESCRIPTION OF WORK fil tW THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM'I HE WORK DESCRIBED AND ITTU— COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. 2�r13G�- -: 3 C CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT �a DATE (o-y �l DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT T PERMIT# OWN OF SOUTH WINDSOR Application' �C) BUILDING DEPARTMENT 2!P 1540 SULLIVAN AVENUE Bldg.Permit# M 644-2511 ext. 230DatBuilding In ctor Application must be printed or typed FEE SCHEDULE Location of Job: �� fd'CGvt $0-$1,000=$15.00 �� Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT APPLICANT ADDRESS (T �6ygU APPLICANT PHONE# �GIoU 3�2 I OWN OWNER (�Vki �L VV1lr P,ex('J Sf q� OWNER ADDRESS ] &0) OWNER PHONE 0 C t ESTIMATED COST$ l D 00, d—V IS THIS A CONTRACT COST? —Yes c,/No �r FEE ENCLOSED$ TYPE OF JOB: SOR-Co /New Installation _Alteration/Addition/Repair Revised 4/01//2002 Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- **-31914-B 1,000 B10 FINAL 03/22/06 JFF A it Electric # APPLICATION FOR BUILDING PERMIT Plumbing# 16 Green Lane Date: 7-/y 1'>s HVAC # SpFINALrinkler# RO 31914 --- I Estimated Cost $1 , - - -- -- - - Permit Fee $ / Buildings 04 �''�'� COMPLETE RED BOXED AREAS c� En inee n I Occupancy Fee $ / g TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit Appr. far CO. a .L 1 . SIGN ON REVERSE SIDE j Total Fee $ �75 TO THE B ILDI G DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant (1aa,t'K M(, r-rDL,3 Location of Work \G Lot No. Applicant's Address i Id 6tek Ix L4::. Tel.# Town Zip 4f: Lic.# Owner 5 c, ti, Architect Owner's Address s4".,Z_g Architect's Address Zip Zip— Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd A. Total New Area Purpose of this permit City Water❑ Well❑ Septic System❑ Sewer❑ Ins: HO SP Cert. Ares Baseme f, Garage Approved by Date ✓ Use Group Construction Type 5-15 Revised 6/02 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this building and its use is allowed. Signed I hereby apply for a Certificate of Occupanngc work described in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS Electric# APPLICATION FOR BUILDING PERMIT Plumbing# 16 Green Lane HVAC # Date: Sprinkler# No. 29646 FINAL APPROVALS Estimated Cost $ D-7 u Building ' - y COMPLETE RED BOXED AREAS Permit Fee $ 1 v Engineering TYPE OR PRINT ONLY Occupancy Fee $ Affidavit ---SIGN SIGN ON REVERSE SIDE " Appr.for CO '-0 Total Fee $ TO BllI=ignedtere'by ARTMENT,TOWN OF SOUTH WI DSOR,CT (Additional Cost) $ The und applies to do work according to the following specifications: !h — Y y Job Location / rz e j if t-a— Lot No. Side of Street Zone Applicant tra l At k n 0 d�t < f:'u Sn Tel.# �b Q -b a )- �7 73 Address c/� Qia lit /l G %r1 50� C Zip e Lic Owner Ate 10 1/I h Mgl r 4 h/ Address Architect ,�If �" Address S4 Ft.New Area: 1st FL 2nd FL 3rd FL Total New Area #Rooms #lavatories #Bathrooms #Garages Purpose of this permit: City Water Well ❑ Septic System Sewer ❑ Ins. H.O. S.P. Cert. Area Basement Garage Approved by ( -- fate _Use Group Construction Type Revised 9/01 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this building and its use is allowed. Signe I hereby apply for a Certificate of Occupancy for the work described in this application for the permit. Signedi' DO NOT WRITE BELOW THIS LINE JUN 0 12004 INSPECTION COMMENTS Facetwin screen Print for flanne, from "UNIX" 6/16/2009 11:21:56 AM inspection / Approval Date Date By Approval Code Description Due Completed whom Code Time -------- ------------------------------------------------------------- E02 UNDERGROUND 00/00/00 06/10/03 CJD A B10 FINAL 00/00/00 09/02/05 PJP D B10 FINAL 00/00/00 06/01/09 JFF A m cn w r N m m l0 N N V1 r m m w A ^J r N W l0 APPROVED Type of Inspection Date of Inspection i Code fricial tot or permit number i T m m N Facetwin screen Print for flanne, from ''UNIX'' 6/17/2009 10:34 45 AM Inspection / Approval Date Date By Approval Code Description Due Completed whom Code Time -------- ------------------------------------------------------------- E02 UNDERGROUND 00/00/00 05/10/02 RAN A B10 FINAL 00/00/00 06/09/03 CID D B09 OTHER 00/00/00 01/29/09 IFF B09 OTHER 00/00/00 01/29/09 IFF B10 FINAL 00/00/00 05/18/09 IFF D B10 FINAL 00/00/00 06/16/09 IFF A 05/31/2009 22:51 8603471239 MARK_MERROW PAGE 01 Law Offices of Mark Merrow, LLC 7605AWROOKROAD MIDDLETOWN,Cr06m TEL(860)347-1250 FAX(860)347-12.,39 FACSIMILE MESSAGE DATE: June 1,2009 FROM: Mark Merrow TO: Alice AT: South Windsor Building Department FAX NO. 860 644-7280 PAGES (Including coven sheet) 2 If you do not receive all of the pages,please caIl our office as soon as possible. Thank you. CONFIDENTIAL COMMUNICATIONS: This facsimile transmission may be privileged attomey/client communication,the disclosure of which is prohibited. Forward it to the intended recipient(s). If received in error,do not read or copy the contents but call (860)347-1250 immediately. Thank you. RE: Mark Merrow 16 Green Lane Final pool inspection approved sticker 06-17-04 ..3^1r�1'tS.`.err+:IT:'T_3!!!•47'?._. ,,.,..,.. Wit..,._.....;. R>Y...vv.7i�.7.'*t7^1,^,:=:J:C%i'.TF`•1SiI:!P,'. .. C'L�!'31'Y�i3>ZB'!'45G1TgTt ?'�•�'S'. ..ram IiMS.ri�'liw LY=-*S�� row am / MANHOLE EXTENDED TO GRADE- (REQUIRED IF FILL OVER TANK EXCEEDS 12') ` MANHOLES / z � INLET- ON QQ IN ® O CM 91130 D OUTLET(WITH FlLTER) a e ® ® ® ® VARIES0 a 0 ® ® ® ® ® ®a INLET BAFFLE W OUTLET BAFFLE \\��oo g 0•/ \ Igp CONNECTION AT MID DEPTH � A e ® ® ® � ® a❑ ® ® ® ® ® �a ���� � GAS DEFLECTOR ® ® ® ® 2/3 REQUIRED CAPACITY IN 1/3 REQUIRED A O a® ® ® ® ® ® ®O C ACITY IN FIRST COMPARTMENT C�COMPARTMENT SECOND RA , //V ,� OF 'I Z*t Sp VOR pF TiQ�E q IWM JV� LENGTH NOT GREATER THAN 4 TIMES WIDTH OR DEPTH - - r `TOwN 4 0 CB TWO COMPARTMENT SEPTIC TANK R \ I I ` DRYWELL INSTALLATION DETAIL NOT TO SCALE Cc \ \ ♦ p INV(N): 123.37 ` ►wr10WAtsNM*DRML TO BE \ ♦ �` �' `\ IN bV): 127.27 OR APPROVED EQUAL oo a Fool a rm a�cAsr- HEAVY am �♦ << I N V(E): 13 . ♦ \ 1 \ \ ` y -q<<C INV(6"): 127.5 it e F b c6" Min. DRYWELL\ . 8 0, `� 0 12" min ♦ ` � TOP 1320 � \ � ••� � � o, 0 1. SET POSTS AND 2. STAPLE THE SILT ' ^ I \ \ 6 /\ PROP. ANTI-TRACK PAD o. O \\' ANGLE POSTS EXCAVATE A 6'x6' TRENCH FENCING TO THE �\ ♦ ' `' NYT131 528.fl `' TP \ \ ` 6 " STONE OVER FILTER ' S'UPSIOPE UPSLOPE FROM POSTS. END OF THE POST 1 / - - O o o i POST SILT ♦ "CJ 0 0 0,$ o /\�� FOR STABILITY FENCING , / \ 0 0 �� „ AND SELF- , , \ FABRIC •g 0,3t /\\\ 2 CLEANING. �� '\ I \ NOTES: 12' min, o mo o 95' ♦ - \ \ ' �Q ,g \\ 1" Broken Stone L 1z• MIN. INV.=127.75 • 36" �� or Screened - - t - - 1 11-II-11�-11 I: ♦8 LF-4" PVC `V•`128.00 1. THE BUILDING LOT SHALL BE LOAMED, SEEDED, AND MULCHED 4•PERFORATED Gravel - - _ ff=,iiT= = q, - - _ , \ o \ I \ - i 1=1I I Mull -� WITH STRAW PRIOR TO ISSUANCE OF C.O. (IF THE SEASON DOES 18" min P.v.c. _I �- ITI_ ITI- `�, ♦ C1 \ , - I NOT PERMIT SEEDING, THEN THE LOT MUST BE STABILIZED WITH �� , - " #12P ` _ STRAW OR EROSION CONTROL NETTING TO PREVENT WINTER AND / , _V_ GROUND WATER t� III � ' / _ �l , ' � � Q � �_ � / ' � ' l SPRING EROSION. . PROPERLY INSTALLEU EROSION ANU SEDIMENTL - �R��I�u WATER ` 3 , X137 - OR MOTTLING �' I 4 CF 414, \` - j 3. ATTACH FILTER FABRIC TO 4. BACKFlLL THE CONTROLS MUST BE IN PLACE TO CONTROL ANY EROSION AND 'r' FILTER IT INTO THE,TRENCH AND EXTEND TRENCH EXCAVATED SOIL T / ♦ C/ \� ♦ \ SEDIMENTATION PROBLEMS. THE BUILDER/OWNER IS RESPONSIBLE 48' min. ,' ; 46.s p �'� ` ♦ \ FOR ALL STABILIZATION REQUIREMENTS. COMPACTED TED ^I< I v, 46•s0 h �, LEDGE ! 1250 GAL. 2g O \� �� - ► ' SEPTIC TANK 9�' 20.p, p PO co 2. ROOF LEADERS TO BE DISCHARGED TO DRYWELL (6' DIA x 4' DEEP CONCRETE). `%"'� ?""-ITT!`' - I I I-I -1T I I-Ili: r -' ' INSTALL RIS S (co, �\ `'' ♦ \ \ I � -11= �� 1 ti , �'- I , TO GRADE `� 2 O' 43 p• j •\ �' 3. ALL ROADWAY UTILITIES ARE TO BE INSTALLED IN COMPLIANCE TYPICAL 3' WIDE LEACHING TRENCH T'=II �IIITIII- I �' ' o = J� Q Cv ♦/ r ca ,� , D-BOX � Q WITH THE APPROVED "EVERGREEN ESTATES" SUBDIVISION PLANS. NOT TO SCALE o`0 do' a x l wF�� O CONSTRUCTION OF SYNTHETIC FILTER BARRIER ?`�\ j �� �' kj3�2o.p° TOW: 138.0 ( 2� �. ` 0, / 4. FINISHED GRADING AROUND THE HOUSE SHALL ALLOW A 3 INCH SOILS TESTING 3-14-00 , s O DROP IN GRADE AT A DISTANCE OF 6 FEET FROM THE FOUNDATION >, rn, \ y o FF: 139.0 p AS SPECIFIED IN THE STATE OF CONNECTICUT BASIC BUILDING CODE. BY S.HOPKINS & TOWN SANITARIAN �26�' GAR: 137.0 � 5. PARCEL ZONED RURAL RESIDENTIAL RR. T.P.#14 PERCOLATION TEST 12P: LOT 13 � `\ \�� c� 6. HOUSE SEWER TO BE 4" I.D. EXTRA HEAVY CAST IRON HUBLESS PIPE - LITTER TOPSOIL # TIME READING ASTM A-888, OR APPROVED EQUAL AS SPECIFIED IN TABLE 2 OF THE O 8 L E 8c , " - _ `j N _ o - - - - - - - ` CONNECTICUT PUBLIC HEALTH CODE, LAID AT A MINIMUM SLOPE OF 1/4" PER LINEAR FOOT. 1 '- 1 8 DARK BROWN SUBSOIL , \ !O N� o `. ` - - - - `O� 2 & x136. 18-32 ORANGE-BROWN SILTY SAND 3: 40 17 \ I � � o \ TIE ENDS OF TRE= CHES 33 TOP " , 4 BOTTOM 12&5, 7. TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING. FILL MATERIAL, 32-72 LT.BROWN FINE SILTY SAND 3: 42 20.25 (DRY) �11 TOGETHER WITH 4 .PVC PIPE. 6 IF REQUIRED, TO BE PERVIOUS, GOOD QUALITY AND CLEAN NO LEDGE, NO WATER, NO MOTTLING \.' \ , , „ �' W* INV 13ZO FINE SAND WITH LESS THAN 5% FINES, PLACED AND COMPACTED HOLE REFILLED _ \ �� I �� - _ TP 4G� / IN 6" LIFTS TO 90% DENSITY. FILL MATERIAL TO BE PLACED PRIOR TO 3: 45 15 . _ _ _ / TRENCH EXCAVATION. NO TRAFFIC OTHER THAN TRACK DRIVEN EQUIPMENT T.P.#37 3: 47 DR J � �'�� X136. DUMP UNLOAD OR OTHERWISE COMPACT THE FILL 3: 49 DRY l IS TO CROSS, VA UNTIL 12" OF FILL. MATERIAL 0 - 2" LITTER PERCOLATION RATE _ < 1 MIN./INCH TP 38 +� �\ �♦ I�/ ', ♦ LOT 11 AREA AFTER TOPSOIL REMOVAL U L - 1 5. 5 TO BE DUMPED AT THE EDGE OF THE STRIPPED AREA AND 2 12 SILTY SUBSOIL f ` \�, ` ` r .• ♦ ` SPREAD AND COMPACTED WITH TRACK DRIVEN VEHICLES. 1 2-78" MEDIUM SANDOT 12 8. SYSTEM AREA TO BE LOAMED, SEEDED, AND GRADED NO LEDGE, NO WATER, NO MOTTLING TO SHED SURFACE RUNOFF AWAY FROM SYSTEM. T.P.#38 6' �� \ \� 4ZI\3i 4-_ S C, . f t. 9. NO UNDERGROUND FUEL TANKS, BURY HOLES, OR OTHER O - 10" TOPSOIL 5��� ', \\ C ' =-�, g g �C SOURCES OF POLLUTION TO BE WITHIN 75 OF A WELL. \ �� 10-37" COARSE SAND - �j\�$ ��8 F \�� �� _ 10. IT IS RECOMMENED THAT THE HEALTH DEPARTMENT BE CONTACTED 37-71" MEDIUM FINE SAND BEFORE ANY SITEWORK IS PERFORMED. NO LEDGE, NO WATER, MOTTLING @ 54" � � \� , \ \ S� \ / \ / �ROOTS TO 45" 1 11. SOIL TESTING DONE BY DESIGN PROFESSIONALS, INC. \I . 33., , � \ �\ \ CV --(p SEPTIC SYSTEM DESIGN THE DESIGN ENGINEER 12. AS REQUIRED BY THE HEALTH DEPARTMENT, \ ` SHALL SUPERVISE STAKING OF THE SEPTIC TO ASSURE CONFORMANCE ,Qa`� TO THE PLAN AND ALL REQUIREMENTS OF THE PUBLIC HEALTH NO. BEDROOMS = 4 CODE OF THE STATE OF CONNECTICUT. NO. LARGE CAPACITY TUB JACUZZI = 0 / 13. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE STATE OF CONNECTICUT DEPARTMENT 100 - 200 GAL. = 0 >200 GAL. = 0 OF HEALTH CODE. REQUIRED TANK CAPACITY = 1250 GAL 14. NO STORMWATER, GROUND WATER, COOLING WATER, OR MATERIALS CLASSIFIED AS HAZARDOUS PERC RATE = 1-10 MIN/INCH `� ' '�G'Ron 20 \ \ \ REQUIRED LEACHING AREA = 660 SF ARE TO BE DISCHARGED TO THE SEPTIC SYSTEM. T USE SYSTEM WITH EFF. AREA = 3.0 SF/LF �\ 7�Q 15. IF SOIL CONDITIONS ARE ENCOUNTERED THAT ARE DIFFERENT THAN A5 DEPICTED ON THIS TOTAL TRENCH LENGTH REQUIRED = 220 LF � N6 PLAN, THE INSTALLER SHALL STOP WORK AND NOTIFY THE HEALTH DEPARTMENT AND THE C�?PROVIDE: 3 TRENCHES 75 LF/EACH � � . , �0 DESIGN ENGINEER IMMEDIATELY. TOTAL LEACHING AREA PROVIDED 675 SF 16. ALL DISTURBED AREAS ARE TO BE LOAMED AND SEEDED OR PROTECTED BY SILT FENCE = ` \ AS SOON AS POSSIBLE. a 17. ALL GRADING IN THE AREA OF THE PROPOSED SYSTEM SHALL BE DONE TO DIRECT SURFACE M•L•S•S• ` RUNOFF AWAY FROM THE SEPTIC SYSTEM. 18. TRUCKS SHALL NOT BE PERMITTED ON THE FILL AREA AFTER THE FIRST 12" OF FILL HAVE HF= 20 (REST=54"; S=5.5%) BEEN PLACED AND COMPACTED. FF= 2.0 (4BR) `� `, -4�-0- 19. ALL FILL MATERIAL SHALL BE PLACED AND COMPACTED TO 90% DENSITY PRIOR TO THE PF= 1 .0 (<5.0 MIN./IN.) ` I EXCAVATION FOR THE TRENCHES. M.L.S.S.=HFXFFXPF 20. THE CONTRACTOR SHALL FURNISH SUFFICIENT INFORMATION (LOCATION & ELEVATION) T0 =20X2.OX1.O=40 L.F. M ON . N a�`�� co��l /F THE ENGINEER FOR THE PURPOSE OF CREATING AN AS-BUILT DRAWING FOR THE HELATH ,. pF o DEPARTMENT. SCOTT A . MOORS 21. ONCE THE TOPSOIL HAS BEEN REMOVED FROM THE AREA OF THE SYSTEM, THE CONTRACTOR � 3ir:a SHALL SCARIFY THE TOP 3 TO 4 INCHES OF THE ENTIRE AREA PRIOR TO PLACEMENT OF FILL. SCARIFICATION SHALL ONLY TAKE PLACE WHEN THE SOIL IS DRY AND UNSATURATED. 22. THE BOTTOM OF THE TRENCHES SHALL BE ADJUSTED AS NEEDED TO MAINTAIN A MINIMUM OF 18" TO MOTTLING, AND 48" TO LEDGEROCK. ANY ADJUSTMENT TO SYSTEM ELEVATION OR LOCATION MUST BE APPROVED BY ENGINEER AND HEALTH DEPARTMENT. LEGEND ,�,►,ral�rn;1�1� 23. THIS MAP IS DEPENDENT ON THE MAP REFERENCED HEREON. „D» BOX ELEVATIONS i f� ® IRON PIN TO BE SET 24. BACKWATER PREVENTION VALVE WITH ACCESS TO SURFACE (NOT THROUGH CB) SHALL o MONUMENT TO BE SET APPLICANT: BE PROVIDED ON THE FOUNDATION DRAIN. INVERT INVERT - -300- - EXISTING CONTOUR IN OUT 30o PROPOSED CONTOUR DAN ROULIER ASSOCIATES, INC. x287.3 PROPOSED SPOT GRADE PO BOX 823 REFERENCE NOTE: 127.i7 127.00 BOUNDARY AND TOPOGRAPHIC INFORMATION ARE TAKEN FROM PLANS SILT FENCE BONERS, CT 06071 ENTITLED "EVERGREEN ESTATES", SOUTH WINDSOR, CONNECTICUT TELE: 8607763-3538 PREPARED FOR HORSESHOE LANE ASSOCIATES, LLC, BY DESIGN PROFESSIONALS, INC. DATED JULY 14, 2000 REV. TO OCT. 18, 2000 SHEETS 4-12. z{x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 860.291 •8755 IMPROVEMENT LOCATION PLAN DEPENDENT RESURVEY PREPARED FOR: SHEET z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE L�O� LIVOe �� ��� _ r INFORMATION. ALL EXISTING UTILITIES SHOULD STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS GRAPHIC SCALE es� O O D PLAN EVERGR.�Z'N ESTA T S' m BE FIELD VERIFIED PRIOR TO CONSTRUCTION. SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. 20 0 10 20 40 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD TO THE BFS-T-OF-MY-KN'0� DGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. Cprofessionals inc. BY A LICENSED LAND SURVEYOR PRIOR TO '� . DESIGN.•KM/ DRA; 1/:MHA CHECKED. GBS �� Green ���� CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 11-21-02 REV. D-BOX PER B.DEPTULA KMI 12882 1 inch = 20 ft. 0. Civil Engineers • Planners • Surveyors • CIS ✓oB No.: 1273 DATE 10118/02 IMPRESSION SEAL AND ORIGINAL SIGNATURE SOUTH H[ 'V�111�1 SOF".y CONNECTU UT OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY RICHARD P. MARTEL LIC. No. 165 south satellite road • south Windsor • Connecticut 06074 ORAIy/NG NO: JOBS 1273 1273L0T12PP.DWG i lAl.:{!R:!9.`\f QT35�."..a2.w.lXaRil•�SSI.:S."ACz._m :. x -._••••••.:",-.Mmm. aaEtY13A296U7+yS uiIF29:is16,8S.CCiWC3YC0^..Ir,:lAC.7YdSLS:,3b�.1KP� - -^-'is.)�Yl�'�'"""�""' _ -_- g�.'.�:�'1SS�.`i.• w�.n ..aili�.�',.a:2.�,-.•_•sue FEW Q= AIO emNows■�■ MANHOLE EXTENDED TO GRADE (REQUIRED IF FILL OVER TANK EXCEEDS 12•) \ �MANHOLES�177R1 120z;99j 0a ® ® O ® ® iJ0 v4INLET-.- OMOUTLET(1MTH FILTER o® ® ® ® ® ® ®o or■ ,�■, o� R�pAt VAR1E3 ® ® ® ® ® ® ®W a N OUTLET BAFFLE \ 3.[ oo 8a0 121 ® ® ® ® ❑a INLET BAFFLE o7O' I_CONNECTION AT MID DEPTH am ® ® ® ® ® ❑0 �J� GASDEFLECTOR45I p_h �y 2/3 REQUIRED CAPAgrr IN 1/3 REQUIRE � L/" E�SEM�A OQ.P®® ® ® ® ® ® ®® AQ I FIRST COMPARTMENT CAPrArvgtortilnruCOND ll +• , I I I I m . .m�... I I ` i T o e'-o•MA. F SOU LENGTH NOT GREATER THAN 4 TIMES WIDTH OR DEPTH 7-0 TWO COMPARTMENT SEPTIC TANK DSOR ov \ O , 3IN CB \ NOT TO SCALE � \ \� , I "► � O 1 ` DRYWELL INSTALLATION DETAIL � \ �► � p Z-r : , 9 R INV(N): 123.37 NM' eior TO ace � \ SI'' 1N-gW): 127.27DRYwEm ` \ \ p iwPRoM RoTowo a Foor o cnsr- r+�►vr am \\II ► v \ FIA1. . INV(E): 133 Z INV(6"): 127.5 ij e F w Ic 6 Min. / /' \� �� DRYWELL\ _ 1 `\ \ 20� S�/fin I ` �� TOP 132.0 nq 12 r�lin �t 1. SET POSTS AND 2. STAPLE THE SILT BOTTOM 128.0_ � /\ PROP. ANTI-TRACK PAD °• o• O / ANGLE POSTS EXCAVATE A 6'x6• TRENCH FENCING TO THE ' INV 131.5 TP \ ` • •� o o 5' STABILITY POST UPSLOPE FROM POSTS. SILT END OF THE POST 1 ♦ �\ - 6 ST01`lE OVER FILTER FOR STABILITY FENCING J \ ° oCCP \�\ 2„ AND SELF- / FABRIC a / '$ �,c$ dS' CLEANING. NOTES: 6 min. ° �m o • �� \\�- o� R_ ol;�% _°�, \\� 1 Broken Stone al, J/ rt I- 1V MIN. I• /��- - _� \ \ gx� or Screened 1 u i � �. \\, VVIII-I -�- -I _I- � -��I-__I I 1=' � I / �� ac1. THE BUILDING LOT SHALL BE LOAMED, SEEDED, AND MULCHED \ 8 4'PERFORATED Gravel llj �,iii- iil�ll-IIII _ _ _ _ _ - _ _ WITH STRAW PRIOR TO ISSUANCE OF C.O. (IF THE SEASON DOES -111=jj Ill' cv \ NOT PERMIT SEEDING, THEN THE LOT MUST BE STABILIZED WITH 18 min. ��� �� , - - - #12P � • STRAW OR EROSION CONTROL NETTING TO PREVENT WINTER AND svl svI �"\ \\ \ ` . I \ _ I �/ l SPRING EROSION.). PROPERLY INSTALLED EROSION AND SEDIMENT -!- = GROUND WATER OR MOTTLING T ATTACH FILTER FABRIC X 4. BACKFlLL THE CONTROLS MUST BE IN PLACE TO CONTROL ANY EROSION AND FILTER THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT �\ 'i1 FABRIC IT INTO THE TRENCH THE EXCAVATED SOIL SEDIMENTATION PROBLEMS. THE BUILDER/OWNER IS RESPONSIBLE 48" min. FOR ALL STABILIZATION REQUIREMENTS. COMPACTED LEDGE BACKFlLL ' O SO cfl �� O , .�- _ _ _ \��/ ' / 1 26 LF CI ^ 20 0) O pORn, . ROOF 1 r7ADPRc Tr) IMP ntcru n Pr_�n Tn nlavu��l I (� nl n A nP170 rOl`ICRETE> -fir -�,T��', � I _.oy _. _ vt.�✓t li"�t wl_tJ tv Vt♦ t t�LLL v Vtn X v�u /, ll ' r.� ii \1// � - -L�Irttllj•,•,1 II�1 .- -�1 IIII' D-B(�w '{t S=2.1/ ��O, 3 3. ALL ROADWAY UTILITIES ARE TO BE INSTALLED IN COMPLIANCE TYPICAL 3 WIDE LEACHING TRENCH ��lJ'--IIII 1� I III � '�� / INV. �N/�:12 17 1 < 0� L� -III-I1-� o WITH THE APPROVED "EVERGREEN ESTATES" SUBDIVISION PLANS. NOT TO SCALE INV. PUT.1 .001\ 4. FINISHED GRADING AROUND THE HOUSE SHALL ALLOW A 3 INCH CONSTRUCTION OF SYNTHETIC FILTER BARRIER 0 �'`� k1 �20.0' TOW: 137.0 gnii q TFgTINI; .�-14-(1Cl n/ �1 �1 3s Q (� DROP IN GRADE AT A DISTANCE OF 6 FEET FROM THE FOUNDATION "�" ` " "' ��" �"�" �J� co FF: 138.0 `� 0' `J AS SPECIFIED IN THE STATE OF CONNECTICUT BASIC BUILDING CODE. BY S.HOPKINS & TOWN SANITARIAN Jt 5. PARCEL ZONED RURAL RESIDENTIAL RR. T.P.#14 L 13 / \ 12501 SAL. 42$� GAR: 136.0 �\ SEPTIC TANK / PERCOLATION TEST 12P: LOT INV. IN:126:f2 ` A Wf')llcf= cP\AII-P TO RP A" I n rVTPA I-IF•A\/V ( ACT IRnNI WI 9'CC PIPF n nIf 1 t-r'rrn n_ r�r�r��tl � /I / � u,v ^I1r.nnc �- .. ,., .,� T ".. . , ..� . , U - o LI 1 I r M 6C I Ut'JVIL TIME READING c 120 LF 4" PVC IINV. vU t: ASTM A-888, OR APPROVED EQUAL AS SPECIFIED IN TABLE 2 OF THE 8 - 18" DARK BROWN SUBSOIL . - " " ' S=1.0% (INSTALL RISERS` _ O - - - - - - - - CONNECTICUT PUBLIC HEALTH CODE, LAID AT A MINIMUM SLOPE OF 1/4' PER LINEAR FOOT. 18-32" ORANGE-BROWN SILTY SAND 3: 40 17" V t� O r \\ GRADE) - - - - - - nor 2 3 •R�25\ X135. \`� 7. TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING. FILL MATERIAL, 3: 42 20.25" DRY 34 3 BOTTOM 128.S, IF REQUIRED, TO BE PERVIOUS, GOOD QUALITY AND CLEAN 32-72 LT.BROWN FINE SILTY SAND \ , \� s os oo \ 1111� INV 132.0 /. 6 SAND ._._ . LESS _ ___ _.. .__ PLACED___ _ COMPACTED. ____ NO I Fr)rF NCB WATFR Nin KAnTTI INC, HOLE REFILLED _ x I�••� C ♦ - �� FINE SAND WITH LESS THAN 5� FINES, PLACED AND COMPACT EU "' ' '"' '' �► 3: 45 15 - 1 _ TP 14 IN 6" LIFTS TO 90% DENSITY. FILL MATERIAL TO BE PLACED PRIOR TO rr,z M -� ♦ - TRENCH EXCAVATION. NO TRAFFIC OTHER THAN TRACK DRIVEN EQUIPMENT T.P.#37 3: 47 18 \ \ _0 rT7 IS TO CROSS, DUMP, UNLOAD OR OTHERWISE COMPACT THE FILL �� 3: 49 DRY To 38 z z �► 4p /� �` 1' LOT 11 AREA AFTER TOPSOIL REMOVAL UNTIL 12" OF FILL. MATERIAL 0 - 2 LITTER PERCOLATION RATE _ < 1 MIN./INCH i z Tn RF f)i1MPFn AT THF_ Fn(.F OF THE STRIPPFn ARFA ANn 7 - 17 qII TY CI IRgC)II �7 �< 1 _t -I'r- �� o-rr-1 r 1 ,n i�1 SPREAD- AND COMPACTED VWITHv TRACK DRIVEN VEHICLES. - .,.� .,..""...� L � Liu 12-78 MEDIUM SAND8. SYSTEM AREA TO BE LOAMED, SEEDED, AND GRADEDNO LEDGE, NO WATER, NO MOTTLING y1 / c�I \ TO SHED SURFACE RUNOFF AWAY FROM SYSTEM. # 6\ I ��� ft. T.P. 38 I o o n T 9. NO UNDERGROUND FUEL TANKS, BURY HOLES, OR OTHER SOURCES OF POLLUTION TO BE WITHIN 75' OF A WELL. O - 1 O TOPSOIL ,0 7)'S ' DCSC C. 10-37„ COARSE SAND � �� ` CO 10. IT IS RECOMMENED THAT THE HEALTH DEPARTMENT BE CONTACTED 37-71 MEDIUM FINE SAND > - BEFORE ANY SITEWORK IS PERFORMED. NO LEDGE, NO WATER, MOTTLING © 54 �. 11. SOIL TESTING DONE BY DESIGN PROFESSIONALS, INC. ROOTS TO 45" a 2s �` \ '�,\ \\ \ SO' R \ \� / °(CIV � 1� 12. AS REQUIRED BY THE HEALTH DEPARTMENT, THE DESIGN ENGINEER SEPTIC SYSTEM DESIGN '� 3`3• �`� �' \ \ \ o ` SHALL SUPERVISE STAKING OF THE SEPTIC TO ASSURE CONFORMANCE TO THE PLAN AND ALL REQUIREMENTS OF THE PUBLIC HEALTH NO. BEDROOMS = 4 ��S \ / \ CODE OF THE STATE OF CONNECTICUT. 8 NO. LARGE CAPACITY TUB/JACUZZI = 0 1` \ S6 13. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE STATE OF CONNECTICUT DEPARTMENT 100 - 200 GAL. = 0 >200 GAL. = 0 � OF HEALTH CODE. REQUIRED TANK CAPACITY = 1250 GAL 8 \ E 14. NO STORMWATER GROUND WATER COOLING WATER OR MATERIALS CLASSIFIED AS HAZARDOUS PERC RATE = 1-10 MIN/INCH � \ \ H�OG'� 20'6 ARE TO BE DISCHARGED TO THE SEPTIC SYSTEM. REQUIRED LEACHING AREA = 660 SF �,\ ,ROW \ \� 15. IF SOIL CONDITIONS ARE ENCOUNTERED THAT ARE DIFFERENT THAN AS DEPICTED ON THIS USE SYSTEM WITH EFF. AREA = 3.0 SF/LF PLAN, THE INSTALLER SHALL STOP WORK AND NOTIFY THE HEALTH DEPARTMENT AND THE TOTAL TRENCH LENGTH REQUIRED = 220 LF \ N DESIGN ENGINEER IMMEDIATELY. TOTAL LEACHING AREA PROVIDED/EA675 SF � � ` S9°3�� ,, • � � �� \ \ 16. ALL DISTURBED AREAS ARE TO BE LOAMED AND SEEDED OR PROTECTED BY SILT FENCE O2 1r1, AS SOON AS POSSIBLE. \ 17. ALL GRADING IN THE AREA OF THE PROPOSED SYSTEM SHALL BE DONE TO DIRECT SURFACE M•L•S•S• \ RUNOFF AWAY FROM THE SEPTIC SYSTEM. HF= 20 (REST=54"; S=5.5%) 18. TRUCKS SHALL NOT BE PERMITTED ON THE FILL AREA AFTER THE FIRST 12" OF FILL HAVE FF= 2.0 (4BR) �� (�• BEEN PLACED AND COMPACTED. -4--Q-- 19. ALL FILL MATERIAL SHALL BE PLACED AND COMPACTED TO 90% DENSITY PRIOR TO THE PF= 1.0 (<5.0 MIN./IN.) \ EXCAVATION FOR THE TRENCHES. M.L.S.S.=HFXFFXPF M ON . 20. THE CONTRACTOR SHALL FURNISH SUFFICIENT INFORMATION (LOCATION & ELEVATION) TO =20X2.OX1.0=40 L.F. N /F � THE ENGINEER FOR THE PURPOSE OF CREATING AN AS-BUILT DRAWING FOR THE HELATH DEPARTMENT. 21. ONCE THE TOPSOIL HAS BEEN REMOVED FROM THE AREA OF THE SYSTEM, THE CONTRACTOR SCOTT A . MOORE SHALL SCARIFY THE TOP 3 TO 4 INCHES OF THE ENTIRE AREA PRIOR TO PLACEMENT OF FILL. SCARIFICATION SHALL ONLY TAKE PLACE WHEN THE SOIL IS DRY AND UNSATURATED. 22. THE BOTTOM OF THE TRENCHES SHALL BE ADJUSTED AS NEEDED TO MAINTAIN A MINIMUM OF 18" TO MOTTLING, AND 48" TO LEDGEROCK. ANY ADJUSTMENT TO SYSTEM ELEVATION OR LOCATION MUST BE APPROVED BY ENGINEER AND HEALTH DEPARTMENT. LEGEND r�y�,Ir�arrt, 23. THIS MAP IS DEPENDENT ON THE MAP REFERENCED HEREON. ++� � CiON1� +oy� 0 IRON PIN TO BE SET ++���,�;��~SEMp- 24. BACKWATER PREVENTION VALVE WITH ACCESS TO SURFACE (NOT THROUGH CB) SHALL o MONUMENT TO BE SET APPLICANT: e���+� �• `� -, 300 EXISTING CONTOUR DAN ROULIER ASSOCIATES, INC. R�'¢ - - = ° ` BE PROVIDED ON THE FOUNDATION DRAIN. 300 PROPOSED CONTOUR �y' �; PO BOX 823 g.�0 0. ' 47 REFERENCE NOTE: X 287.3 PROPOSED SPOT GRADE o . BOUNDARY AND TOPOGRAPHIC INFORMATION W ARE TAKEN CONN FROM PLANS �■ � '� SILT FENCE SOM ERS, CT 06071ENTITLE '->.ss,oNA ?\� PREPARED FOR HORSESHOE LANE ASSOCIATES, LLC, BY DESIGN PROFESSIONALS, TELE. 860 763-3538 INC. DATED JULY 14, 2000 REV. TO OCT. 18, 2000 SHEETS 4-12. o I�x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 860 291•8755 IMPROVEMENT LOCATION PLAN DEPENDENT RESURVEY PREPARED FOR: SHEET Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE ■ m INFORMATION. ALL EXISTING UTILITIES SHOULD STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS GRAPHIC SCALE ■ ��`� u�tvo �� oO�' �4;1�( BE FIELD VERIFIED PRIOR TO CONSTRUCTION. SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. 20 0 10 20 40 eSl�r1 'VERGREEN .ES'TA T.I�IS 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.BY A LICENSED LAND SURVEYOR PRIOR TO di rofessionals inc,I CONSTRUCTION. 2 12-18-02 REVISE SEPTIC LOCATION MHA �' t IN FEET� ) � DESIGN:KM/ DRA Gt9V.•MHA CHECKED: GBS �� ����� ���� 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 11-21-02 REV. D-BOX PER B.DEPTULA KMI 1 inch = 20 ft. I �- IMPRESSION SEAL AND ORIGINAL SIGNATURE _ 12882 i 4'ivil Engineers • Planners • Surveyors • GIS JOB NO.: 1273 DATE.• 10118102 OF THE PROF'ES310NAL EIIGItI[LL/ Ui?VCY012. N NO. DATE DESCRIPTION BY RICHARD P. MARTEL LIC. No. 165 south satellite road • south windsor Connecticut 06074 U`'AW1NG NtJ• JDBS 127.3 1273LOT12PP.0ING COUT � NDSO� CONMICTUCUT Y.'.A`*"S7¢V.' f '.15:.`w4p..W.:av ".L 7s2:alh'W?I:.:..i[..'1t'." ..:t=S.:'XYo71'fE'6_";Si'i:.:'i"�.-._.. :.:;�5.°'l:.G!'.>tdE ,7f�Ct:ilr!='41s.�'"F.i7t'S• . - .. .. .,,. ... tXi.•�'^aYR'Ssn:tw�c�.S*.'b4911kc".Mf�:7-'.^•4.IM'�•' .+6V1+"•1TF!R•'lld04AYl�lNSYilf'n+•.apie'iP:•.TY•{Y,'.f77C\11AR•ttM.+hR.'KK^G'+T8'�it!7�Ax+��+f6pR1!°'-• '�, .,•'fA'lll.YagNf90L _ .. ";x"�kpgp/x6O,CCu`Cl.A1..Nf.'.Adt�l./qRM.!"/.wl.C%':"--+•"�9,ffGR�lp�ltl.�„t�•( fei.