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HomeMy WebLinkAbout145 GREENWOOD DR SITE COMPLIANCE CHECKLIST TOWN of SOUTH WINDSOR, CONNECTICUT 145 GREENWOOD DRIVE LOT_# 2 Reviewed By 63 e9n ering) CHARBONNEAU ANDRE K Date Reviewed o prove ANDRE FURNITURE INDUSTR,SOUTH WINDSOR, Reviewed By ning) BP_#_28626_ Ph_# (860)528-8826 Date Reviewed .n pro Denied Date Submitted 08/07/03 ***** FOR C f 0 **** As required in the Zoning and/or Subdivison Regulations, no Certificate of Occupancy shall be issued until grading plans have been complied with and approved by the Town Engineer. The minimum requirements shall include Approved Denied N/A ✓ 1 Approved building permit plan 2 Finish grading per approved building permit plan 3 Site work; i e trees, shrubs, dumpsters, required parking / 4 Utility location; ✓ a. sanitary sewer/septic system ✓ b foundation drain t/ c electrical & telephone i/ d. water ✓ e ProP'--t- 5. Sewer connection charge paid 6. Appropriate certification 7 Bonding 8 Planning & Zoning/ Inland Wetlands Considerations A. Lighting B Signage Freestanding Wall C. Fee in lieu of Open Space Sewer Permit No Pav Exc # Show COMMENTS (� GJ6. //aQp,.� )��e�c j/a, jelo, G� ��1 �_ Status ® ✓C.C�l��'C,� �J�/.>t-ar/T .�KDtJ �jh^S�t�G�C�I'eAt-t-t�OC�7' Q.vccl '�S�$e� Electric# 17Q 50 APPLICATION FOR BUILDING PERMIT Plumbing# t i n"z'a. 145 Greenwood Drive HVAC # I l Cl- Date: 28626 Sprinkler# FINAL APPROVALS Estimated Cost $ 2oC,;ovo Building 2c 3.ice F14,��SIGN ETE RED BOXED AREAS Permit Fee $ Engineering u 3 PE OR PRINT ONLY Occupancy Fee $ .c 5 Affidavit u a— ON REVERSE SIDE_7 Appr.for CO. ( ' Total Fee $ TO BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR,CT (Additional Cost) $ 233 The undersigned hereby applies to do work according to the following specifications: a • f 6 3 l lob Locatio�LA5Z'c', t Lot No. Side of Street_ _Zone Applicant n le L •.r -lam Tel# Address Zip �l Lic.# Owner c i•t,L Address Architect -,�S V Address Sq. Ft.New Area: 1st FL 2nd FI. 3rd FL Total New Area #Rooms #Lavatories #Bathrooms #Garages Purpose of this permit: ew City Water Well 0 Septic System 0 Sewer Ins. H.O. S.P. Cert. Area__5 V (,�L Basement�1b L rage/l�/y Approved by S L Date UseGroup "1 Construction Type 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"loca"thedistance from all street lines,side yard lines,and required distances from all other zones and is located in w its use is allowed. '+Signed � I hereby apply for a Certificate of Occupa for the r escribed in this application for the permit. -� Signed '' DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS Electric # 1-19 50 APPLICATION FOR BUILDING PERMIT Plumbing# d Z HVAC # 1 _5 Greenwood Drive Date: %/� / 'Q Sprinkler# 29310 . FINAL APPR VATS - ---- - — — ---- Estimated Cost $ I Z Building (a L� Permit Fee $ 170. COMPLETE RED BOXED AREAS Occupancy Fee $ /O• Engineering j TYPE OR PRINT ONLY Eng.Insp. Fee $ Affidavit Appr. for CO. ► SIGN ON REVERSE SIDE ,U� — — -------- - - - Total Fee $ �y0• � TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR,CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant k Location of Work l d/Y b r Lot No. Applicant's Add'ess �z 3 &�C 1 &c-,-,AAdz 12, Tel.# 160 -P Town e, LN'i ry-1 Sv, G f Zips cv=Y Lic.# s-0 3 A Z Owner 01 rj^ o ,• klcj /4. « Architect Owner's Address k —apt, ; cy-1 L. ► 1 Architect's Address S-t L , g I NQ Zip-�G- )y ZP Sq. Ft. New Area: 1st FI. 2nd FI. 3rd Fl. Total New Area Purpose of this permit, , ' -kc �2 t"11 L - City Waterk Well❑ Septic SystemO Sewer Ins: HO Sp Cert. Area Basement Garage Approved by-Zygs!i�—Date -c Z— Use Group Construction Type ZG. Revised 6102 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 bcated in which this buiifing and its use is allowed. Signed I hereby apply for a Certificate of Occupancy for the work dMcribed In this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS Electric# APPLICATION FOR BUILDING PERMIT Plumbing# 145 Greenwood Drive HVAC # Date: Sprinkler# No. 28952 FINAL APPROVALS Estimated Cost $ ?g 0.0 Building Permit Fee $ Engineering [COMPLETE RED BOXED:AREAS Occupancy Fee $ Affidavit _ TYPE OR PRINT OAppr_for CO. SIGN ON REVERSE ) Total Fee $ TO BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR,CT (Additional Cost) $ The undersigned hereby applies to do work according to the following specifications: Job Location w o t� /7�- j v, -o Lot No. Side of Street Zone Applicant j� e A eZ-, 67,4 f 4- Lev a i��..e tiry 1Co , Tel. # Y6 t� 7 f"+Z Address Zip d�/2-0 Lic. # 91 0/-3 Owner C A 0 h he a tk Address f S S'�..X T d. Architect Address Sq. Ft.New Area: 1st FI. 2nd FI. 3rd FI. Total New Area #Rooms #Lavatories #Bathrooms p#Garages Purpose of this permits— 1 / i.. ti ►, d �I�J 0 7 �k,�e z.. � �z., a�.�r� ax e �� Gas �. � P � City Water ❑ Well ❑ Septic System ❑ Sewer Ins. H.O. Cert. Area BasementGarage Approved by f Date 1-IL 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. Signed � i r-a u , �. I hereby apply for a Certificate of Occupancy for the work described in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS Location of Job: AFFIDAVIT Additional Fee$ 3042.00 State of Connecticut) ss.South Windsor County of Hartford Andre K. Charbonneau 145 Greenwood Drive Owner of Agent for the building erected Contractor under Permit No.2 8 6 2 6/2 9 310 issued by the Building Department of the Town of South Windsor being duly sworn,make oath and say that the actual cost of the completed work authorized un sa' it was $5 0 8, 0 0 0. Signed Subscribed and sworn to before me this day of t A.D.20 0 Estimated Cost$ 274,150.00 Difference: $ 233,850 .00 Notary Public DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT APPRO� 1540 SULLIVAN AVENUE Bldg.Permit# �s 107, 644-2511 ext. 230 ?��2, Date Building Inspector Application must be printed or typed FEE SCHEDULE t ' Location of Job: �1 t� y roc s-yr-r-, An-co br- $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT - C _C, APPLICANT ADD MIT APPLICANT PHONE# L `71-I Z - r� o W N s Fq OWNER t' r-e (' r r�ram- -�/ OWNER ADDRESS �� �� V �Q l�L��CICI br (:07 :�.�: OWNER PHONE 10 C ESTIMATED COST$ I LP IS THIS A CONTRACT COST? _Yes No FEE ENCLOSED$ TYPE OF JOB: �SOR-Cod New Installation _Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YESO SIDENTIAL ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATI 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 DESCRIPTION OF WORK a c sin nTHE UNDERSIUN ED HEREBY APPLIES FOR A PERMI I I 1 1'0 PERFORM I HE WORK DESCRIBED AND 1977— COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. 7y CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE 77 - 3 -� -� N STATE OF CONIC ECTICUT UCC-3 FINANCING 3-1'ATI=IVIE,NT /11V ENDIVIIHN'I- I'OHM 111SlrtICUOI-IS CMefu _ -� _ — I21:?rlUeting fti ly CUSt Il) >hace for filing Office use Only Naugle The All-Gas & Equipment Co. Addioss 3150 Main Street City Ilartford, 1 Stale CT Zile 06120 1.INII IAL rlhlAl•ICll,1(3 I'AI'Eh1El II'ITLE IF 2. U TrJUAINATIOI I: Glrecllvmless WIN rinanch)o Stalamanl Ito IWiad abova is wnnlnalod wiul raspod w socwlly Inlwosl(s)of 1110 Seouled folly abtholilinU this 1'euuinallort'Slalumenl• 3.R111 CONTINUATION: Elfuclivenass of Ilia 1'Inro)c1dU Sktandn)t klmlhilud above Y11111 respect to 600wlly Inleresl(s)of tile Smiled Pill IY author lziury kds Culltlnuullon s ult"MCIit Is conlit wild(or _ Il+o widilhtml 1st(xl xovided by a+),1610 flu Ilar_ �••_-,�,_ — ,_-,•_ __—,—_—„ I.[ ASSIGNMENT(full or paidal):Olve timiat of ossignoo III Il(ln)7a or 71)and address of Os-ykJllae III Aull 7c;and£II59 tilve llellla of a.^.9(Jllor Ul l(elll 0. 5) AMI'_110DA1'I rr(PARTY INFORMA'I IUhI) 1'11is Avnelldmnul affects ❑ Debtor pr ❑ Sacurnd Pmtl of locortl. Chock Dn1Y Pile of those avo bozos. Also check u118 of tile follovdnl)buxos alp(provide alyropd0te kdollilatllll)Ill liems G alhl/of 7. ❑ CI IAMOC nawo:uxllw adds ass:Elva owl ent locold nanw W ilenl Ga w Ub;also 01ve new t DRLE"f li umue: OPrc I ecold llama U AIJD IIEII IIC:Ct)I III>I+DUI Ilaal 711 Ol'%b alld OISe I1e111 male(d naillo Ch:u l[re)ill Ill:m 7a w-7b an)Uor new address(If adlbess ch,olUe)Ill ilam 7c to be dulelerl in Ilen)f)a or GI). also cumplele trains 7d-7(f(it applicable). G. CURRENT RECORD IN1:0110AM ION — — —_---- -- — -- u:l. Olt ' Gb.II�ILiIVIDl1AL'S Vv;i'I'PIAIv1� I'IRS1'IJAMC_' I P.1IUULI:IdA1viG .,UPI1X 7. Cl IAIdOI-U(1411M OR AD01il1 IPill,OIIMA'I ION: 7a. OrtCAP1Un11UrPS I IA.MG ' -- —---- 7b.lN[11VIU11%,Lls I-AS'r wmii, — i i-ms'r NAFA� �— rvnl�liu rani, Slid R 7C._ M ILIi,U ADDlicSS CITY 7<I<I I I'nX IUIr'L Ihl L R n ^IOId Vie'I:YPL Cit gRGnhllZnl t011 71.JIIRISDIC IlOhl UI ORGAI ilZn1101.1 ltl•Ultu%�I117J•:I'IOIJnL ID 1!,O{''I'IOI IAI. 061� U. AIviu.wmu,i'1'(COLLATERAL CI IANCE):check only Ills box. Describe collaleral X1 deleted ur ❑ added,or dive entire C) rest Molt Collateral de scrip(iolt,or(losclHill collateral assitpled. •a'1.11. J.'611owicig described � �we �beel CUI)011 itic above desctibed eh.o.c's i-eri.t I)ro.perty 1ocatecl lC > o.t1J1C CtICUI.(Sa.ICI.Teil..l pfUpl':rty DC;.111.(,clescc.tbc cl i,rt Schedt.116.11. WI)i.ch.equipu'rerrt rc111ai1-is ii).c pi.operl.y of 1:Itc 9cc.urcd 1avty rtt.i11 tirrlcs-hcrei to i.ticlt.]dLill; the.r:i.t;ttt oP'1110 3ecuced Nay-to :Il1aICe aCaSOI"lahlC' (fJt.fy tU.rGl.l"10�%L•'tI1� CICSCrIbCCI CC(LI.II).rl1G'.rlt:{—ICl�'ll7t;.lI101"l LIl1Cl.er4.l'Ctl:IIICI.j)r'U�)a-11( CU.C11:1111G1'11FLt11. YL11atom a.nd hardware. .-. ........... ..........._...--..... ____._-_._.-_...____..___�.-_....-•- - .... .... ......._ ----- _U.NAMC ov PARTY or RECORD ANTI IORrI_INQ TI IIS AMI:III JDIv1 L" �11 this Is an A.Wildunnd auulodzed by a Debklf wilidi adds Colhdond or adds the Ilulbmi/Ing Del6r,or if this is:t1'eln)inatiull autf lwizod by a PubUM,check horn t-J The All-Gas & Equipment- Co. 3150 Main Street IIa1�'' _ord,. S'I' O�) .0 seal enter ll:ulln of lit,i of aulbul Tall lit.,Alm?nl 111•I r �a. oaold nznlTON)s NnMr-_-_ ' olt Uh,a+IrnvuiunT.'S LAS)'TnNIL" rIRsT"rlr,l�)r. M1DDI_L'"NAME ^ui=rlX io.ohTloran�rlu_�i I(er-IRuacc DATA Fl1_I Plli 0I`FI(:13 C Orly—COI•I 1.112C-I'ICUT UCC FI NAbI01140,siwriz mfllT AM E fl Dfd l'VIT(Funs UCC 3)(R I'_V.04/20/2003) IeK EROSION & SEDIMENT CONTROL PLAN KEY Reference Map: NIF "Resubdivision Plan Land Of Paul Kuehn Greenwood Drive Resubdivision Mountain Kevin E. & Margaret C. Mingu;i PV PERMANENT VEGETATIVE COVER Laurel Estates Prepared For Andre K Charbonneau & Daniel Lanza South Windsor, Connecticut" 1"=40' 8-12-97 Rev. 11-26-97 Class A-2 by Gardner & fTV TEMPORARY VEGETATIVE COVER Peterson Associates, Kenneth R Peterson, L.S. l X X -I I 376 .� S23.20'57"W ST SILT FENCE Notes: X X 374 390.52' -- = 1. Parcel is not located in a flood hazard zone. Panel No. 090038 noes R- ' , 372 2. Parcel is not located in inland wetlands as shown on the reference map. 3. Bearings and elevations are based on the reference map. k I 370 366 I 1 / 3 R . . t L.. d Underground utility structure and facility locations i•e.a hereon hcwv-e I TENNIS - - 6-"._.... ,, facility IV- Y1Va1al nv�cu uca cvu uu.c been complied, in part, from record mapping supplied by the respective COURT I / .' ,' utility companies or governmental agencies, from parole testimony and 44 21 f from other sources. These locations must be considered as approximate 1 , .l.l ' in nature. Additionally. other such features may exist on the site, the / YARD DRAIN existence of which are unlmown to J.R. Russo & Associates. The size, TC-2CG nfN / I] lnnni'inT nr,a nvio�nr.ne of oil c,,,el. feed„•.e.. �•.� be hel.i .dealer .We.l n i 1 1 Ir-JUJ.AV / ava.u,.avu uuu as►a. ,.cua.c Va au auou aGGLbLLacA ml1Dl. UG 11G1LL LLC76cd-lillilcu &uu N/F FL=361.00 n ,' PROP. GARAGE verified by the appropriate authorities prior to construction. Call Before Evans E. & Ann-Marie King 50'REAR LINE PV / FF=367.80 You Dig 1-800-922-4455. - 24" OAK'TO ' / �' 364 5. Foundation dimensions as shown on this plan are for site design purposes / 22't only. Foundation contractor will use Architectural plans for layout and BE REMOVED . X I X _ construction of the buildings) foundation. X 16% ,' 366 X X / '�bo5 5- / I LEGEND: 6. Roof leaders to be tied into yards drain system. 376 YARD DRAIN 'S'�� , /125�,5 ' ,' ,' I ♦ UTILITY POLE FUTURE POOL Lot .Area = 100.740 s.f. TF=370.00 AREA - �� � c WATER GATE 2.31 AC. 3-18" hL=359.00 PROP. ' 1�r c 7 g, B �,, +' 98'f Cl I OP CATCHBASl;J MAPLES LE PATIO fie' S V, '2833' �' ❑ EXIS77NG' CATCEXISTING H ANGLE 10° UPSLOPE ate•/y ,' `` �� FILTER FOR STABILITY AND SIGN FABRIC SELF CLEANING. BACKFILL THE TRENCH ' I -¢ HYDRANT AND COMPACT THE �' EXCAVATED SOIL. 18" ,^o RET. WALL / ', I -E- - U.G. ELEC. LINE ' - - c- - U.v CA S L!I'✓E FLOW-� COMPACTED - ' OAK w T/W EL=36 24" ' ' ` b - - W- - U.G. WATER LINE w � 100' BACKFILL � OfAK � � PROIP. BIT. - - - ,'Oct / PROP. HOUSE -� GARAGE DRIVE - -- = EXISTING SANITARY SEWER T n FT='370.00 DRIVE -c- nr?ln47%I��'ASTTefav SEWERORM �1 r7 '_I TI�l i� Z� -I I I I N "•�\ 1633 ,,' DJM I. rr=JJy.J , ,.v, .+ ,.,, ,,, ✓�rru, Q t- % -W- PROP. WA TER LINE �_ -1 I I _ - 12.s3 6. 85 t -E- PROP. ELEC. LINE O w / ? 361 --2rl-- EXISTING CONTOUR ' 374 �. N ,' Q �, PROP. CONTORT; 256XO EXISTING SPOT GRADE LA / rn .� .� s 17- 2�.o EXISTING I.P.e fill � PROP. SPOT GRADE 15" , / 0 • 3> �' 1g' �' I BOTTOM OF CV CO BIRCH 00 a.i' 369 A 1 i PV 0 10 R ■ I EXISTING MONUMENT DRAINAGEWAY 0 5-10" LA g3 • • 36�' I r9 12" B CHES YARD DR IN / rn 3 1 sf �. I , ,' O PROP. I.P. I 1 CZ c� OAK TF=369.0 �, +I, 368 25 R 62 o PROP. MONUMENT ' ' ILL, L LI yet s 1'.61 i ' I I 3 I 1 LLLL B B LLL �0 �j FL=35R nn ■7 L/ it �m � ... CTAWrn /!A VP AI J"C n1� CII T ��AI/`C A _-1-Li-LL- _�_i 1_i 1 i �- O' ,.,( - - "'r""" ""`�r"'�"' v' ✓'�'' ' "w� -1 LLLLLL LLLLLLLLL LLLLLL A - ■ V �� 61 O �� � � 15'SC �� I ��� I I I� LLLL LLLLLLLLL�LLL ---- A ` v ', �3 �jE+� ` , �� 8'R / O � i ; L LLLLLLLLL L TEMPORARY,-' ® " / 30 R �j I e� POINTS "A" SHOULD BE TOPSOIL'' TV S5 2 7k ADS 4" OOTING i I Cq HIGHER THAN POINT B ST STOCKPILE • . DR A N 12' 13'R N/F I I ELEVATION N/F . YARD DRAIN '56'-8( ADS V 28'R Paul G. Kuehn PLAN VIEW Robert J. & Lucille M. Ignagni , TF=357.00 � S=1 8%% 30'R ' PROP. TREE LAND (TYP) FL=357.00 , N � SOURCE: U.S. DEPARTMENT OF AGRICULTURE, SOIL -\� RFT. WALL 140'-6" PVC 28'Pi I CONSERVATION SERVICE, STORRS, CONNECTICUT I 374 YARD DRAIN 364 -T/W EL=368.0 ,' SDR 35 5=2.0% MIN. � 3 2 7 £.Y'ST. TPeE Li 1rE (TIT) "1 368- PLACEMENT do CONSTRUCTION OF I� A SYNTHETIC FILTER BARRIER f dOo / +0 �) NOT TO SCALE � 15" LINE ' / O 20 yDE � ` 366 OAK _M_ J 0 I Cast Iron Frame & Grate ' i 0=05018'13" `z ' R=200.00' 12' cp� ` N 237 i 0' w 7 PV ' ' 03 50'BUILDING LINE i N0O•`i� \ j CLEAN-OAT i ' / \ 364 O� cA ,' 8" ADS 'A � � 360 � 10' ELEC. ESMT. \ ~�°` N/F u7 i Lawrence M. & Joan L. Murphy \ `�r 358 \ \ PV �24" Diameter PVC Pipe N/F �i CONTRACTOR TO VERIFY LOCATION \ / -- - - - - - -- - YARD DRAIN DETAIL Robert L. Kaminski & ELEVATION OF EXIST. FOOTING \ ( CONTRACTOR TO VERIFY LOCATION I DRAIN/STORM DRAIN LATERAL PRIOR & ELEVATION OF EXIST. SANITARY NOT TO SCALE TO CONSTRUCTION ` �\ , LATERAL PRIOR TO CONSTRUCTION L EXIST. l \ u BIT. LA*N/ STREETS/ 362 i� / 11 d0/ APRON 28.60' CROSS-COUNTRY PAVED AREAS \ �I �: / �� 10 , N19'17'35"E Ittll "NEENAH" R-75W SERIES CONC \ LL / 0,000, ESN+•(. _"-356 FLOOR BOX FRAME AND LID. TOPSOIL & SOD S \ u E 15 RCP EQUAL W/S.S. CAP SCREW 24" SQUARE 20' SLOPE RIGHTS ° �� _ __________ _____--------------------------------- LID CLOSURE 4T APPROVED GRANULAR NON- RESERVED r -------- OR ------------ 13" ORGANIC BACKFILL MA7EMAL PLACED AND COIIPAC7ED IN WLE. CLASS "B" CONCRETE 11.5" ONE FOOT(17 (MAX) UF75: " EXIST. DMH 0=75 31 21 \ u CABL MIRAn 14ON JJ60 TF=358.3 BIT. CONCRETE PAVEMENT GRASS FILTER FABRIC R=25.00; �4H :R0P' , FL=352.7 356 1/2" OR EQUAL WARNING TAPE PER CONN. MIRAFI 14ON (SEE NOTE) GENERAL STA7U7E SEC77ON \ TRANS -- - - ---FILTER FABRIC '' 16-345, AS AMENDED, PLACED OR EQUAL ��/ `� $" PVC 1 11 12"(MIN) TO24"(MAX) ABOVE 11 • -___ _-- - - W- Plot Plan TOP OF PIPE. / II ==_�_ - _ _ - ry- - � �o ° SAND BLANKET - - - W 8" WATER MAIN fi W Property Of �-�` t 12"SAND MIN. 358 /p rr K cv 4• �'� a ??' 0=39�Y0 30 6" 12"MIN r F. N: «' i " !Y PIPE• AS SPECIRED *c ' / �- 1 3/4'STONE :�/ .^V :: , CLEAN-ou7w 1/2 O.D. PIPE W R=175.00 SCREW-IN PLUG ' s- F L=121.59 = ` ~` / D Andre K. C r eau 1 3/4"BROKEN TRAPROCIC - :' _.:+' 'x ;� W �EXIST. MH a b a ran /2 0.0. PIPE 6"MIN. =Y: i 45' ELBOW _ 7F=358.9 8MCH MARK - 1 6*MIN. 2-6" 1' FL=353.6 EXIST. SAN. MH Lot 2 Greenwood Drive = /I& PIPE - IN GROUND WA7ER TF=358.3 2.-0" 1' PIPE ,�M,GIE FL=347.8 South Vindsor, Connecticut _ _ oTE: s" 0 PVC SEWER SECTION PIPE AND FITTINGS TO BE ASTM D-3033 OR D-3034 SDR-35 NOTE: J.R. RUSSO & ASSOCIATES 45' ELBOW 1. INSTALL CLAY STOPS WHERE NECESSARY. WYE 2. FILTER FABRIC SHALL BE NONWOVEN CLASS 2, WITH PERMITTIVITY OF 0.5 TO 0.1 SEC-1 TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS Land Surveyors & Professional Engineers AND SEC-1 ADS OF 0.43 MM TO 0.22MM AND SHALL MEET AASHTO M288-96 MAP IS Sq�i AIlGTIALL Y CORRECT ��s11 D HEREON. i a'i•" �,,.•. - IId' egg �i1f This survey an.cl ma has been prepared in accordance with Sections 20-300b-1 thru 20-300b-20 of the te'' ' •' �' p`' °� 4 ......... y P P P " �, Qt� .,RCi°°�, �� ®`®x�! >�R. e,�,•°apt,` , `rr Regulations of Connecticut State Agencies - "Minimum Standards for Surveys and Maps in the State of � '� cs+ • � � �Y � `'s 1 SHORAN ROAD CLEAN-OUT DETAIL g P - " ��: •. ay r. . •. . + EAST WINDSOR CONNECIICUT 06088`� i TYP/C,4 L S,4 N/TAR Y SEWER TRENCH SECTION Connecticut as endorsed by the Connecticut Association of Land Surveyors, Inc. It is a Improvement cc: G:{ 'co: ,," O;` _ 1 C? Location Surve;� based on a Dependent Resurvey conforming to Horizontal and Vertical ,Accuracy Class A-2 = � � �: � r o NOT TO SCALE NOT To SCALE .* o & T-2. •� �•• -- °• •• �--a �'. No`~ •; �� (860) 623-0569 �I1I s No.8048 W J TENS `.,n '•.�7C ®.°v��ti FAX' (860) 623-2485 •. a ,` This document and copies thereof are valid only if they bear the live signature and embossed seal of '°Qi�O SURD 3 J the designated professional, Unauthorized alterations render any declaration hereon null and void. +r ��, -.,k�`® BY SCALE DATE SHEET CHECKED NO. o JU/LF 1"=20' 3-7-02 1 of 1 JRR 2000-052 v al v IReference Map: N/F "Resubdivision Plan Land Of Paul Kuehn Greenwood Drive Resubdivision Mountain Kevin E. & Margaret C. Minguy Laurel Estates Prepared For Andre K Charbonneau & Daniel Lanza South Windsor, Connecticut" 1"=40' 8-12-97 Rev. 11-26-97 Class A-2 by Gardner & Peterson Associates, Kenneth R. Peterson, L.S. ---------- X \ ----- �\ X _ T- X S23°20'57 Notes: EXlS77NG FE X I W ' NCE X-390.52'_�_____ X 7 - 9 Parcel + t + a ft a t, ,t t kT_ nnnnlae nnno a ■ _ / ) -�� , , --��� 1. 1 l 1J 11V 1. la\,a MelA lrl a ilwvl llazarll zolle, tQ11G1 19V. V<7VVuu VVVJ 1.7. ' '�' ` '� \ `✓ f'-<. I 2. Parcel is not located in inland wetlands as shown on the reference map. In �4 `T .r• >'»''`' ' ------'" '\-/\-� /' J-�.�•%�'`'l `' A, }i 3. Bearings and elevations are based on the reference map. X M \ BURIED (V 4. Underground utility, structure and facility locations noted hereon have �::>:«:<:•;:.; ` � , _.�.;`-�, cn J\_t•-� - PROPANE �--,. r Ik 2' z '•.TANK HH PANEL \\ t �.��aJ,•. been complied, in part, from record mapping supplied by the respective �_ o .�� IRRIGATION , utility companies or governmental agencies, from parole testimony and - - - - - G :<: .:.:.::::::: ::::; ;: ;::.......:::::::......, 21 t from other sources. These locations must be considered as approximate :. ;.POOL �: 0 44 PP :::N. CANOPY':• - in nature. Additionally, other such features may exist on the site the / HOUSE.;:. z / Y Y :` HH P I / ANEL � e existence o which h are unknown to J.R. � Russo & Associates e >: i >E '� < ::: :: lRRI(,`A71nN;>. , The size r / , ; location and existence of all such features must be field determined and NIF I , O \ c� r a m GARAGE verified verified b the appropriate authorities;...;.�, y prior to construction. Call Before , 50'REAR ENE ' \ »::::.:N. C. n--Marie Kin - Evans E. & An M co - r You Di 1 800 922 4455. 9 - � / g YARD DRAIN AN :::»::::>::>::>::>::::<:»:::::: _J - TF-36 --- 7.4 / - rO - ^� - FL-364.9 N/ / a I 3 - r FL- C 362.4 OUT ':> > > < > > »' > >' >>'•:>s>:>..::::....:..:.:;.;:.; ( CONC. �. \ u ,YARD DRAIN R 369x4 6' STONE 11'gLK �l ,// ELEC.\`\`��`�.��� / TF=369.0 METER 5 / FL=367.5 /N I IN-GROUND POOL /� „ EXIST. 11 BIT. PA VED r FL=367.0 OUT ) \`�.. ......... JV Q/� ".. DRIVE / It - �� HH PANEL \\ HOT :::>::>:::>::::>::::>:::<::.::::>:::.;::>:«::9''>::::::>?S.>:.:. C• .- ".,„CA,,v,, � : - . � l lJB ..•. �2:.r..���:is >::r>is�:S:: � � �:�i.... ICJ /�Lc� XX <»>EE.'•:`•3:`•:E? :`•? \� .� ! 1 I \ r6 ..:.:.........................:.:...........................:.................................:........................................... .. O j 1 L l L 1.•., �o I tK \ 369x8 , 1: 3 ll t :o::::::::::::.::::::::::::::::::::::::::::::::::.::::::::::::::::::::::::::::::::::::::•:::::::::::::.:.:.::::::::::::::::::::::::::::: 1 �� I \ 4. h .n� .... ) :: I 1 1 :::;:»GARAGE.:::.:: :. >:: : : EXI STI N G H 0 SE.....::>>:::>::':::>{:;..:: :..::.. :>.: :....::::>:: :•;:. .: : .. YARD DRAIN :::>::::>::::>::::>::::>«::;<::::>:>::::>::::>::::>: FF370.2..............;:.;:.;:.:;;::.;:.;:::.;:.::.;:................................::.;;:.;:.:; II - 100, 1, TF 368.9 / Lot A e a 74 0 s. :>::>: :««:>:»:.;:.;:.::.::.>:.>;:.>:.;:.>:<.>:.::.::.::.::.:::::.>::>::>::;::>::>::>::>::::>::::>::::>::::>:::<:>::::>::::>::>:<::<:::>::>::>::»::::>::>::>::»::::>::>::>::::::::::::::::»::::::>::>::. L z , f :::::::::::: ::::.::::::::::.:::::::::::::::: :::..........:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::.:.:..:.: II ., I ::. .3.:::::::::::::........... :.::::::::::::::::::::::::.::::::::::::.:::::::::::::::::::::::: :: ::::::::::::::::::::::::::::::. 2.31 Ac. , :::.:::::t:::::::::.:::::::::::::::::::: :::::::::::::::::: ::::::::::: ::::: :.: .::::::::::::::::::::::::::::::::::..::::::::::.. 1. I v, ::::::::: . ::::::::::::::::::::::::.:::::.::::::.,..:. l :::::::::::::::::::::::::::::::::.:::::::::::::::::::::::::::::::::......::::::::.::::.:::::::::::::::::. ::. :.:::::::::::::::::::::::::::::..:.:_:,. ..:: rT ::•..: .. I w•::::::::::::::.:::::::::::::::::::::::::::::::.::::::::::::::::......:::::;.......:::::::::::::::::: .63. :::::::::::::::::::::::::.:::::::.:: 84. f EDGE OF w:::::::::::::::.::::::::::::::::::::.::.:::::::::::::::::::::::::::::::::::::::.::::::::::::::::::::.72 . :::: :::::::::::::::::::.:::: 33. 9 : ::::.::.:::::::::...........:::::::::::.:•:::.:::::::::::: ::::::::::::::::::::::::::::::.:.:s•.. ........................................ ..........................y ''C't........................................+►y 3 ...• �.. � •••. :-': .. LANDSCAPE STONE ' . : .. :. -.+:..: .: .. •i:•isJ:•i:•isJ:•i:•i:•is4:•isvis4:6:4i:•:isi?i?ii:}iii:::isYiiiiiiii:.y:v:v:i•i}i:i:iiiiiiii4i::i9:J:iv:•iii:Wi:,'.y .N:............................. I .- ..�.. .::: .:....' ::: .........:..�.:.: / \ ::::::v::::::::::::•:::•::v:•::::.�:::::v.�:::::.:>ii:_ii?iii:i:i:.�:?:•i}iii:4:J}iii:•:is^iii:Ji:•i::•iiT:^::i:. ..............:............. , r -INC ,.. ... .. ... . .., RET. WALL `° \ 8..:. .63•. ••: .6�•:• T \ ::;;;;:::::: T W EL=369.2 \ ::.;�.;::«<:>::>;::::>:•:;:::::>::>::::::::;:::::::::::::::::;;::>::>::>::>:<::: •;cn::. O '::>::»::>::>::>::>:::. . ..:::::.. , CO c/RCh B!Y'C:i� �\ � N\ CON u �_ :.... ,, 1 YARD DRAIN \ \ \ ;<::>:<%:::>:::>:::>:::>:::>:::>::. co _ 72 HH PANELS ,__,, I = \ \< ::t 67'>?>`':'s ... . TF 362.0 (DESIGN) ° CO �.t\,-_ 4 ', OAK IRRIGATION I� \ �\�/ <':<:><'':< ; <:>:> :"-<: IZO n2 ... , 17 . FL INACCESSIBLE \ GT :::::::. ..... ;A� : o,L� ' EXIST. / II BIT. PAVED �/' p M b -----368-- DRIVE If j �\\ 367x7 \%LANDSCAPED36 x7 ''�// I, } NSF ^ AREA\ s1 /` „ ti Paul G. Kuehn Robert J. & Lucille M. Ignagni ' EXIST. TREE LINE (TYP) ^_ 1RRiGA770,V a� �D C EX�S�N .V/ II } i X � ,. CLEAN-OUT 18'f �� ��; . u =05°18 13 t BELOW GRADE- - , \ EXIST. II I BIT. PAVED I _ i R=200.00 _ \ \ _ DRIVEQ. it lY ' !� ,/ I 50'BUILDING LINE 1400 " II 10' ELEC. ESMT. ` �° II IN FAVOR OF CL&P NIF Lawrence M. & Joan L. Murphy \ \ "`: 000, 358 Robert L. Kaminski ` \ �,�-�� I� / BRICK Y �\\ �ii --PILLARS a II / // �� EXIST. u BIT. / /i APRON -- -- 28.60' „ /II 10� �i� �357 2 N19017'35"E CABLE NOTE: f E�Ec. . ' __ HH AS-BUILT LOCATION OF EXISTING UTILITIES WERE 20' SLOPE RIGHTS ` I� II ESMT' 356 -"" PROVIDED BY THE CONTRACTOR AND/OR OWNER. RESERVED \ II I II ===15" RCP-- __--------355 9--------------------- - IN FAVOR OF I lid ' I ANDRE K. CHARBONNEAU \ TELE. WATER VALVE BOX �I�HH A"- BELOI.' GRADE A=75°31'21" rd6 CABLE -11" \ R=25.00' 1 3HH� ,,%RCP/ EXIST. DMH L=32.95 f /TRANS -15 II 7F=358.3 - __ II FL=352.7 - _ _ _ _ _ _ _ _ - = REV. 8-12-03 TOWN ENGINEERS COMMENTS � 8» PVc - - - _ - - - As- Built Plan II - - W- / IIW_ _ - - LEGEND. _ 8" WATER MAIN ' W _?o, ,p, Property Of / / W l Q1W -ru uv HH UTILITY PANEL - R=175.00' O � L=121.59' EXISTING MANHOLE � � � W ,EXIST. DMH Andre K Charbl onne au / 7F=35&9 BENCH MARK EXISTING CATCH BASIN FL=353.6 _EXIST. SAN. MH Lot 2 Greenwood Drive FENCE FL=347.8 South Windsor, Connecticut -occxD- MASONRY WALL - -E T- - U.G. ELECTRIC, PHONE, & CABLE SERVICE - - c- - U.G. GAS LINE J.R. RUSSO & ASSOCIATES - - w- - U.G. WATER LINE c�- j EXISTING SANITARY SEWER �� EXISTING STORM SEWER TO THE BEST OF MY KNOWLEDGE AND BELI,,F THIS Land Surveyors & Professional Engineers N GRAPHIC SCALEt EX/STING TREELINE MAP /S SUBSTANTIALLY CORRECT AS NOTE HEREON. 4 o --. 56-- EXISTING CONTOUR 'Ki- o zo 0 10 20 ao ao 351 x0 EXISTING SPOT GRADE coy Y:c� o • EXISTING I.P. This survey and map has been prepared in accordance with Sections 20-300b-1 thru 20-300b-20 of the �o,�.''US NFciT 1 SHORAN ROAD N ■ EXISTING MONUMENT Regulations Hof Connecticut State Agencies - Minimum Standards for Surveys and Maps in the State of E' +�` Connecticut as endorsed b the Connecticut Association of Land Surveyors, Inc. It is a Im rovement -� =` EAST WINDSOR, CONNECTICUT 06088 o Y Y P yip Z o ( IN FEET ) Location Survey based on a Dependent ResurveX conforming to Horizontal and Vertical Accuracy Class A-2 CD o & T-2• (860) 623-0569 1 inch = 20 ft. �� �` 0. 146 FAX: (860) 623-2485 This document and copies thereof are valid only if they bear the live signature and embossed seal of odtiO 1.0 'yEN °� the designated professional. Unauthorized alterations render any declaration hereon null and void. '••�„ R BY SCALE DATE SHEET CHECKED NO. o JAJ 1"=20' 8-5-03 1 of 1 JRR 2000-052 CZ CZ fV' C O N O STEEL SCHEDULE: 3 COPING 11" a) VERTICAL REBAR #3 (%" DIA.) ON 12"t1" CENTERS WITH ADDITIONAL REBARS EVERY 6" IN DEEP t1" BOND BEAM END OF POOL WHERE WATER DEPTH IS 5 FT. AND GREATER b) HORIZONTAL REBAR #3 (%" DIA.) ON 12"t1" CENTERS WITH ADDITIONAL REBARS EVERY 6" IN TRANSITION AREA OF POOL, RUNNING PARALLEL TO LONG AXIS OF POOL ' c) OVERLAP ALL BARS 15" MINIMUM TILE 3b 4 REBARS TO BE LEFT EXTENDED 20 POOL SHELL: FOR GROUNDING BY ELECTRICIAN POOL SHELL TO BE GUNITE CONCRETE (PNEUMATICALLY APPLIED) 2500 PSI MIN. 28 DAY STRENGTH (3) #4 REBARS IN BEAM IJ C1bl7/1AITA1 DC❑AD il.. i ivvw � 1I1L �[.or-,1 Q FINISH: 6" TO 8" GUNITE CONCRETE WALLS a) COPING - PRECAST CONCRETE, WHITE TO GRAY IN COLOR SET IN MORTAR MARBELITE 3c b) TILE - FROSTPROOF CERAMIC 2" c) MARBELITE - A CONCRETE FINISH, WHITE CEMENT WITH WHITE SAND APPROX 'A" TO %" THICK VERTICAL REBAR 1 a O PLUMBING: ALL UNDERGROUND PLUMBING TO BE POLYETHELENE NSF APPROVED 100 PSI TEST OR PVC 5" TO 6" GUNITE CONCRETE FLOORS SCHEDULE 40. ABOVE GROUND TO BE COPPER OR PVC. O5 EQUIPMENT: SEE DETAIL SHEETS ATTATCHED ©LIGHTS - 110V 250 WATT TYPICAL WALL SECTION • N.T.S. O TURNOVER - LESS THAN 8 HOURS DEEP END WATER DEPTH AS CALLED FOR IN CUSTOMER PRINT; NORMALLY SHALLOW END WATER 7'-6" MIN. IF THERE IS A DIVING BOARD, DEPTH AS CALLED FOR DEPTH TO MEET BOCA, NSPI AND IN CUSTOMER PRINT DIVING BOARD MANUFACTURER'S SPECIFICATIONS 3"f1" � A DIMENSION TOP OF WALL 3'>f1" B DIMENSION CONDUIT TO THIS POINT BY AQUA, REMAINDER BY ELECTRICIAN : -H PRESSURE WATER LINE Lo G AUG,t 12 I 1 MINIMUM OF ONE SKIMMER ;,� PER 1000 SO. FT. OF --� 1 PVC & ST. STEEL SURFACE AREA 6 LIGHT NICHE • / r RETURN LINE TO POOL 136" FILI LH I SKIMMER LINT STRAINER GUNITE CONC. SHELL 2 ` t TR4'-6" MAX PUMPFILTER BACKWASH LINE TO SURFACE DRYWELL OR VIA SEPARATION �2 RETURN SUCTION 1�., TANK TO DRYWELL, SEWER, ETC FITTINGS (MIN.) LINE 2 1 ih" NOTE: NO BACKWASH PIPING IS REQUIRED FOR CARTRIDGF FI1 TFR _.. .__ _. . _. ... ...._ . ._._.. WATER LENGTH 1 30'-34- 34--38' 38'-42` 42'-44` MAIN DRAIN A DIM. 8' 10' 12' 14' t HYDROSTATIC PRESSURE RELIEF VALVE INSIDE 8 DIM. 10' 12' 14' 14' t MAIN DRAIN C) TYPICAL PLUMBING SCHEMATIC N.T.S. CHECK VALVE OR GATE VALVE F-- PRESSURE NOTES. GAUGE A. SWIMMING POOL IS DESIGNED TO MEET SECTION 421 SEPARATION OF THE 1996 BOCA NATIONAL BUILDING CODE TANK B. SWIMMING POOL IS DESIGNED TO MEET SECTION 428.5.1 OF THE MASS. STATE BUILDING CODE. F- ;r ROUTE WATER TO A C. SWIMMING POOL IS DESIGNED TO MEET THE 1999 TO POOL — DRYWELL, SEWER, OR SURFACE CONN. BUILDING CODE SUPPLEMENT — F �— — D. SEE CUSTOMER PRINT FOR EQUIPMENT DETAILS FILTER _ FROM STATE OF CONN. THIS DESIGN&DRAVING ARE THE PROPERTY OF. POOL CONST. #503482 ;vftolt & 0PUMPT ',TATE OF MASS. #11398153 RY RD.Paa NOTE: WITH THIS SYSTEM NO WATER IS LOST SINCE IT IS >a� sON"£c� two EAST IMNDSOR, CT 06088 RETURNED TO THE POOL. THE DIRT FROM THE FILTER .1+ �,� c IS TRAPPED IN THE SEPARATION TANK FILTER BAG �� +�.aIV, X TELEPHONE: 860-623-9886 WHICH CAN BE EMPTIED INTO THE TRASH BARREL A _ —1A; • E � OALTERNATE PLUMBING SYSTEM „66Qo,, N.T.S. �,• 4 SWIMMING POOL ..••' AL ly STANDARD CONSTRUCTION DWG �� _ 4 f�j' - - <� DRAWN BY: CHECKED BY: DATE: �� -i GCC 04 04 02 N/F �� SEDM •NT �0l�IZR01, ELAN KEY Reference may: Kevin E. & Matrggaret jp �� �- - ....r„•��. P� �Twn ( "FAsubdivision Plan Land s Pa-al xuolm = "•....-...�,. G Laurel EstateD PreQL° Ii �oa � • ....,.,..rw t a 'w'a�4 p3 i 9rto5'1 r �. - +• lr1nldsor haredtom d,mdpD n +.,•w. "a*. � '' vEaTA7K . Connecticut 1 --4® ^, _ i c X '�' .""`..w.......,,,..,,,, Peterson Associates. xenneth M cam..,",k '. Notes: 1 I• Parcel is not located in n ---•---. � _""` ----- .< ' flood hazard zone. Panel PROPOSED wow . Parcel is not located in inlnnd wetlands as shown ®� the POOL 370 �"..,,.,� .... 1rENNOUR IS + ' a ..366 Bearings 02nd �gevations are based oz, the reference ma p. COURT 4. Underground utility. structure and facility locations noted hereon have been complied. in part. from record mapping supplied + ? ✓ f ._ . 1 utility companies or governmental ens � by the respective ` ------.- . ' , ��"° d'� , --• °� -...� :from other sources. These �t ems, parole testimony and I Fri/1' � +, I ,� �/i YARD DRAIN � � � . � is netur�e. Adds: • locations must be considered as approximate ____�- + / existence of which any, 'unknown to J.R.er such features & Associates. Thsite. � the 1.v471ks F. Ann-Marie K��� ----�-- / TF= 61.430 W location and existence of all such i WM -- ----- 50°hl�w� + �/ FLU=36 a.��0 �° � ,' :8 verified by the appropriate authl such ien features must be field determined and 1 ° You Dig 1--8t?4-522-4455. prior to construction, Ca Before 24s OAK,'TO ' -----�., ' 364 BE REMdVE0 ,` / ----.' S. 22 t Foundation dimensions as shown on this plan are for site de - - contractor will Architectural plans for layout and 371i -' ?85 - �. + � J �/ S'1.5K 366 r , 7.7 construction of b use Architect sign purposes �` `"'---�--_ � building(s) foundation. YARD DRAIN + LEGEND: B. Roof leader f� i� e ^ 7 Tito yards drain system. C!' aGlat Area = 1042,740 s.,f. TF�S7t3�.0O - �e� R/TIUTY POLE ' f {in .2.°31 Ac,. FL�359.OD ; � ,° ,' ►� s;a dATER GATE + 1 IS AIAPLFs '1� � � PATIO ,- ', �`�- 9$'f. •'+ � PROP. CATCHBASIN a ' . ; 0 EXISTING MANHOLE 1 1 �: '� , + � .�..jai" - :.; •� �f:; , ® EXISTING CATCH BASIN - SIGN FILTER �9� �, � �uAUUTY AND •• '`� lRET. WALL. • ° - HYDRANT FABRIC Irk �s;��IP9C. 13ACKFIL.L THE TRENcm f T/W - s--- AND COMPACT 7I�E - .. .~..`•�" w EL-3B ` f/ , rr a U. ELEC. LINE ' 44a GAS LINE FLOW-----•� EXCA%IA7ED SOIL- ; ,il.� WA R m - i PUEa. :;H '*�t tG�ARAG :. PROP. BIT.> _ - -— rE uN �, CraPA 'TD .. � E @= FILL ,,,` •T, /pp��++���• 3jrAC ',' �, DRIVE ° ' = = _ �E'X/STING SANITARY SE3fFR A -~ l r '' ,!` OS MT."::" P'I` � ' �9 ,,' a::asac• +EXISTING STORM 53EL+rER - ,� 5 PROP. SANITARY SEii£R e lI • _,t , .� •850# --W— PROP. WATER LINE 3,re27 �' �� €-- PRl ? ELEC. LINE _ I �' ca / i ` EXISTING CONTOUR >s7 I �' PRE? CONTOUR ` t I r,s I •' / zoo EXIS77NO SPOT GRADE P2 ' B d✓1tY '� ��•'�� A /` PV 10,R ,' / � E> NSGPOp GRADE a� YARD DR N BOTTOM OF ; 4AfC 1� o � •1Ft�6 . 7 25�R ,. 00" 2 ■ EXISTING MONUMENT DRIUNAGEWAY O PROP. I.P 1l� - PROP. MONUMENT � f r 1 5°R' - --•+ STAKED HA YBALES OR STL T FENCE ` s A Ir ` b�. I A+ TEPQL3ARY.-' �. N � l a � o ' 75'-8'/ADS - �s TOPS OIL= , �T STO PIL..E ,.• 4 OOTING �� e POINTS "A' SHOULD BE RJR 'f 2' f 3'R � -� a 14IGHER THAN POINT "B~ e I E_ L ATION 't1�/F � -Y.t•,rw" � ����IN `�`d '56`-8" AIDS � '' �I�'R "�; ' � G�Kuehn Robert J. d: Lzunitl,a M. I81na<g�>yi '° - '�.,+ PLAN VIEt'i ��,��� � FL■"357.00 PROP. 'TREE 1dN ' `�` WALL a n " a . p r r -T EL-368.0 �'N'ARYD�DR�AMN 9140-6 PVC/�q� pp `28'R+ � SOURCE: U.S. DEPM iMENT O AGRICULTURE, SUL. 'oi�B�G �! ' TF=�7V�VW ° SDR J.5 S=2.VA .1i im. _ %-^E'XIST TR&; r1 NC (TYF') ' ' fLs3S6.010 - ,° " , '364 CONSERVATION SERWCE, 5,T RS, CCNNECTICUT C PLACEIr1ENT C71ON OF ' ����' ''�� � r �' `' ,' � ���� ,' • A SYN7�'IET1G FILTER `B I M J156 ° To SCALE r OAK ,' ( NOT �y , •lV Z / - R-1E00.00 , � � Cost iron Frorne do Grate !ix III~' g87 i%�`T ®� , , +,'r' 'fit!► ` P�� gwllrl CLEAN°,W1' 50°l wtwvc c ---- 0400 7` i ' ;1 p' REC. ESAIT. �A ap �/ � '` I /�`. 360 .'p a i 00 Lattrrernce M. d Jcar>: L. Murphy , - 000 000 PV �----24' aiamttsr Ff1C P i K�F ,�r'"� CONTRACTOR TO VERIFY LOCATION � � -- .Robcrrr� L. Ifavn°riaTs�ica ems'- ,� , & ELEVATION OF EXIST. FOOTING - 1 _ _ DRAIN/STORM DRAIN LATERAL PRIOR `�'� ,+, CONTRACTOR TO VERIFY LOCATION _ --- � YARD ORM MAIL ik `/ + �- do ELEVATION C=F EKST. SANITARY " - ' ' `^—■-- it TO CCkISTRIJCTICN�I -- s' LATERAL PRIOR TO CONSTRur'nnu _ NOT To SCALE awos�-ter P SAs / 362 �fs I / r �'c: -r rAPORY "' 2�°sa' PROPOSED POOL LOCATION fL9W!H• FRAME�s ..... �__-� .... . SCALE: 1" = 20'-0" CO E sccpr /$,&E Altai sb. 2,a• 9QUAR£ nrxar 4 S1taD OR s� l/ G .��''' Eat Nf 9•f 7'S5'A' t.iD��/'4.S CAP SoREw .. ?0' SLUPE RIGHTS � c I{ �- �® E� rimp T _ _ �Ta6 13• cz�r�.rwcW°e a RM M4NWM RESERIWD \ __ .15- _us ___- __ PREPARED FOR: �1.er 4'' FL4=AW r.K` r ` � 4 / d -- - = =_=:___= ANDR 1 5 GREENWOOD& SANDY ixAss'18' OONCJlE7E Ora•FWT(11 (k")+M �ELE: R SOUTH WINDSOR, CT. 06074 air. oDNr�iElE PA1,EgQli GRASS �.7ET! FAsplC� R=2Fi-DO' -� �� I A u -ts r ��` + „r-- T - EX15T. OMfH at gwx I r AQUA POOL & PATIO ie+ TAW Pa EM L$.�2.95 �! FL=35Z7 ;s APRIL 18, 2002 N \ �s I GEi�RAR stxTvsl�snc'I�oMr �� ` ��iW��YR- ��t� � '+ �-rr=Jxf.J 6 _c 1 -34)A$AMMM RAM: OR EOLIAL � � ` n �7 P ME �'1 J AN1 W 1;a set Ir 8' PVC `• ti. .r 21 // e ... — W .ter *rn a/Irl�r • oeeeei 1D1 iu�. '1•'11 MIN lff� tYEAM-OUTYY, .-- -�'' ' -- - - -•• ' AS 358_ W Flo V t. r 1 ra I]! 40a PM 5 M►�-It1 PLL+G � R-17'5.00' Property Of 45£I E104M 1/ AM .s r WIL ® W s EX1S7: (�{(/( L=121.59' \ �• r-a- r ®. '.-- FL .153 6 BEN�N MOMAnd � ar b o?2ne�Gu i PJI'M:--e1M OfOtA1D IMi>BR �S3�SAW. AIH � Lot 2 Greenwood Drive, -- Aj No>r: e- o F uc si~ R Ft=.347.8 .�. cc``� South Windsor, Connecticut � PIPE AND FITWGS TO BE SECTlSfz! AS'tM f!-3o3:i OR i}-30.14 `- snta-ss L,W E160W 1. PWAU CLWr STOPS MijVM NEOISSAttY. J..R. RUSSO & ASSOCIATES - 2. FLTEA FABRIC SIO L BE NOtiM EN CUSS Z N47H PERIMTIiMTY OF 0.5 To 0.1 WC-1 ; Ally :fC-1 .S[JS OF 0.43 1°Y 1'0 QZ71it AND SiiALL MEET+1AS11TCi�12IIe-9E �� TO 7HE BEST O�' MY Ktjo KEDGE' AND BELljy- THIS Land Surveyors & ProfesSa�mc0 Engineers MAP /S Y CORIWE'CTuMOsTFr�1lEREQId /�" / ,/� f /'�/ f �"' / fihis 13urv�: and nma has been +,®° CONIV, L'LIF/''t/ r--�„IV ��E j O���L. y P prepared In accordance with Sections 20-300b-IL thru 20-300b-20 of the ®•'`�,�•'H R. •• C'�` t•� � ••..•• C 'd P. ;'r�Q Res;� .�`,��;.•�K R. q' •ri°°® , I Regulations of Co�alec'I:icut State Agencies -- "ifin3mum 3'tan�iards3 for Sur Surveys anali Maps in the 8tatx of . ��',° cA:G' .�,�Q-:,•off Gs';CG r .w. ..._.. ......_.._.. .. ... ... •. 1~Y�'/C,4L SA/Vt TAR} >�EH�E�? 7f�'�NC�-1 SAC 7r'I 0Ji� C�nn��ti�ut� � e�ndo�°� �y the c�n�e�ticut As>s�i�tio� ®i hand sum Inc. f � . � o...� � � ..�' .�.. � sfto�rA� ao�o NOT TO SCALE NOT To : •,...*..� .�'...'.'�'. Surveyors, 1q, its � improvement ov.�C► p; _ & T-2 bl�esed an a p ..8o „Q conforming to Horizontal and We►rtical Accuracy Clues A-2; k: i* a ;* LW Wes. C LIW OWN . . e�r. „+s e . �•.fl No.80411 r No.0804$ •.• LAP �, �•pQ"• gip, .t�O :tea` 7hi.s document amd copies tberetof are valid only M they- bear the live a' � sea . �.� FAX NO 623-•24M the dea}gnatelf prt�ctfeeodionetL Unautharked alteratfons� render awry declarant h a�na nuLTT and void of ''' �eSUK�� ,� ����• � �� DY SCALE DATE SFtEET CFIEgCEO N0. apse...r..en.r—®eaesas...,.. s. . ■wn.... a_ ,r.r eeerrrow .—•- ,....... _.-. .".. +KI,2F 1=211• �7--+02 1 of ! ,�, Z000-Q52