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HomeMy WebLinkAbout133 TALCOTT RIDGE RD LA64RIGE FORMAT ONLY FILE LEGEND TURN END SEC77ONS OF SEDIMENT BARRIER FINISHED GRADE DOWN SPOUT NO mac`. UP SLOPE TO PREVENT LEAF GUARD ��++�• EXISTING GROUND CONTOURS BYPASS OF WATER �JOPQ �� _ THE CONDITIONS OF APPROVAL OF THE CHASE ORCHARDS OPEN SPACE SUBDIVISION ARE A PART OF THIS PLAN. 77 _10- FINISHED=i i I 17, 77711, P.V.C. DOWN SPOUT COUPLING THE LOT OWNER, SITE CONTRACTOR AND BUILDER SHALL READ AND BECOME FAMILUAR WITH THE CONDITIONS PRIOR `? EXISTING SPOT ELEVATION ��'\ 0°8�Q`' o o�° 4j GRADE TO THE START OF CONSTRUCTION. ALL AC77Vl77ES SHALL COMPLY WITH SAID CONDITIONS END SECTION Q� ;a�Uoap�oao o ��I! 6 P.V.C. RISER EXISTING STORM SEWERS, SANITARY SEWERS, AND WATER MAINS ARE SHOWN PER THE APPROVED CHASE ORCHARDS 296 PROPOSED GROUND CONTOURS 6" P.V.C. ADAPTER HUB, —1 I- OPEN SPACE SUBDIVISION AND MAY NOT HAVE BEEN INSTALLED AS OF THE DATE OF THIS PLAN. PRIOR TO ANY =1 EXCAVATION, GRADING OR CONSTRUCTION DEPICTED ON THIS PLAN, THE CONTRACTOR SHALL VERIFY THE LOCATION, 296 PROPOSED SPOT ELEVATION - Q� °� v' °o ono °��Q THREDED P.V.C. PLUG 111=1!1-1'1— F� ° °a°o o n°oQ 6" BELOW FINISHED GRADE 4' P.V.C. PIPE ELEVATION AND AVAILABILTY OF UTILITY SERVICES ANY DECREPENCY SHOULD BE IMMEDIATELY TO THE ENGINEER SO f `Q8v°oo0o Qo°o�° o Q THAT ADJUSTMENTS TO THE DESIGN CAN BE MADE. Q o °00 d� EXISTING TREE LINE CT D.O.T. 2'" STONE 40 0� �Q4�° Q?�°0 0 0° 6" X 6" P.V.C. WYE °Q° 6" X 4" P.V.C. INCREASER COUPLING FILTER FA THE TOP OF FOUNDATION (TOP FDN.), BASEMENT FLOOR (BSM FLR.) AND r RAGE FLOOR (GAR. FLR.) ELEVATIONS �I C � ,p ° T. PROPOSED LIMIT OF CLEARING i =�j q� ° AND GRADING DEPICTED ON THIS PLAN SHALL BE REVIEWED IN THE FIELD B. r� OWNER AND BUILDER PRIOR TO THE EXISTING GRADE \y 6' P.V.C. WYE (1F REQUIRED FOR START OF CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY Or ANY PROPOSED CHANGES TO INSURE 6" P.V.C. SAN. LAT.EXISTING STORM SEWERS OTHER DOWN SPOUT CONNECTIONS) PROPER FUNCTION OF UTILITY SYSTEMS AND DRAINAGE. D i�� HOUSE FILTER FABRIC FOUNDATION NOTE. ALL PIPE AND FITTINGS SHALL CONFORM PRIOR TO ANY CONSTRUCTION OR LAND DISTURBANCE ACTIVITIES, THE CONTRACTOR SHALL CONTACT THE s EXISTING SANITARY SEWERS OAK STAKES 10' ON END SECTION TO A.S.T.M. D-3033 OR D-3034, SDR 35. 1`1 CENTER, TYPICAL CONNECTICUT UNDERGROUND U77LITY PROTECTION PLAN (TEL. 1-800-922-4455) AND REQUEST A UTILITY MARK OUT. w EXISTING WATER MAIN THE MIDDLE SECTION SHALL CONSTRUCTION ENTRANCE SANITARY CLEANOUT 45, 6'P.V.C. ELL 90', 6" P.V.C. ELL BE INSTALLED LEVEL FOLLOWING �� EXISTING GRADE, TYP. ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND ACTIVITIES SHALL BE IN ACCORDANCE WITH "THE THE GROUND CONTOUR LINE NOT TO SCALE NOT TO SCALE �6" P.V.C. PIPE CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" (CGSESC), JA,,tl eY 1988. THE SYSTEMS s PROPOSED SANITARY LATERAL 6" X 6" P.V.C. WYE SHALL REMAIN IN PLACE AND BE PROPERLY MAINTAINED UNTIL THE SITE IS STABILIZE L — THE SATISFACTION OF THE TOWN OF SOUTH WINDSOR. f PROPOSED ELEC., TELE., CA TV LATERAL �FILTER FABRIC PRIOR TO STARTING ANY LAND DISTURBANCE ACTIVITIES, THE SEDIMENT BARRIERS SHOWN ON THIS PLAN SHALL BE I V f Vl A l/A Tr rV/-f- 1-11 AND D - I G PROPOSED GAS LATERAL cni f«vr11c r_A1..7111vv JVIL 4lvu r/icMLY —4" P.V C. PIPE PROPERLY INSTALLED. ADDITIONAL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED TO EMBED BOTTOM OF FILTER FABRIC Z4" PVC FOUNDATION DRAIN ADDRESS FIELD CONDITIONS OR AS DIRECTED BY THE TOWN OF SOUTH WINDSOR. V PROPOSED WATER LATERAL FLOW 4 X 6" P.V.C. INCREASER COUPLING EXISTING GRADE, TYP. THE DRIVEWAY AND SHOULDERS SHOULD BE STABILIZED WITH COMPACETD AGGPL�GATE OR GRAVEL AS SOON AS R PROPOSED ROOF DRAIN OUTLET 6" P.V.C. PIPE TO OUTLET POSSIBLE FOLLOWING 7HE FOUNDATION BACKFILL. 10' MIN. - TOPSOIL AND EXCAVATED SOIL MATERIALS SHALL BE STOCKPILED 47THIN THE AREA OF DISTURBANCE. THE F PROPOSED FOUNDATION DRAW OUTLET STOCKPILED SHALL BE PROTECTED WITH SEDIMENT BARRIERS. IF SOIL STOCKPILES ARE TO REMAIN FOR AN EXTENDED .- __III—_III T/M 1A//10C- TUAA1 7/1 nAV01 TLICV cLlA11 = o=ncn IAI Annnnn 1— L kIVIVI�L 11-1v Jv Iin,J/, IIILI JnnLL Or- accucu Iry AGGORDAivur- YVITH THE "TEMPORARY SLLDING" 0 PROPOSED STREET TREES ROOF/FOOTING DRAIN LATERAL REQUIREMENTS OF THE CGSESC. $ PROPOSED IRON PIN \—EMBED STAKE 12" MIN. NOT TO SCALE ALL DISTRUBED AREAS WHICH ARE TO BE STABILIZED WITH VEGETA77VE COVER SHALL BE TOPSOILEC WITH A MINIMUM OF 4" OF LOAM, FERTILIZED, SEEDED AND MULCHED (OR SODDED) IN ACCORDANCE WITh THE REQUIREMENTS OF THE �— PROPOSED MONUMENT SEDIMEN T BARRIER CGSESC. PROPOSED SEDIMENT BARRIER NOT TO SCALE SEED MIXTURES USED FOR LAWN AREAS SHALL BE NUMBER 1, 19, 20 OR 21 FROM 7HE CGSESC OR AS APPROVED � BY THE TOWN OF SOUTH WINDSOR. SA PROPOSED SOIL STOCKPILE AREA ADEQUATE EROSION AND SEDIMENTATION CONTROLS SHALL BE INSTALLED AS REQUIRED OR AS DIRECTED BY THE PROPOSED CONSTRUCTION ENTRANCE ASSOCigT/ON oPEN SPACE TOWN TOWN OF SOUTH W/NDSOR DURING CONSTRUCTION OF UNDERGROUND UTILITY SERVICES (WATER, SEWER, GAS, ELEC., III C) TELE., ETC.). Tt7P FNn oononccn Tno nc cnllnmATinn1 c1CI1AT1r)A1 I ' 1 I: Isr,, .,I VJLU IVr VI I VVIVUn IIVIv LLL Vn IIVIV I I I I� � 1rlt CONTRACTOR SHALL PROVIDE A METAL WASTE CONTAINER FOR DISf JSAL OF CONSTRUC77ON DEBRIS. BSMT. FLR. PROPOSED BASEMENT FLOOR ELEVATION y M 10' WIDE STREET TREE EASEMENT IN FAVOR THE CONTRACTOR SHALL SUPPLY PORTABLE (OR OTHER ACCEPTABLE) SANITARY FACILITIES FOR USE BY 1m 1 10.00, OF THE TOWN OF SOUTH WINDSOR CONSTRUC7ON WORKERS. GAR. FLR. PROPOSED GARAGE FLOOR ELEVATION I I I ) 3� y I ( \ 25' CONSER VA T/ON EASEMENT INSPEC T70N BY THE TOWN OF SOUTH W7NDSOR STAFF /S REQUIRED PRIOR TO THE ISSUANCE OF A CER T/FICA TE OF Ts T7SBURY SILT LOAM I OCCUPANCY. THE INSPECTION EVALUATES COMPLIANCE TO THE APPROVED PERMIT PLOT PLAN AND PERMANENT S17E I I I S 83 STABILIZATION. THE BUILDER SHALL CONTACT THE TOWN OF SOUTH WINDSOR AS DIRECTED FOR INSPECTIONS. 26' OS" E CS CHESHIRE FINE SANDY LOAM y II I \I 12000' \ A FINAL AS—BUILT PLAN IS REQUIRED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY, THE PLAN SHALL l _ INCLUDE ALL INFORMATION AS REQUIRED AND DIRECTED BY THE TOWN OF SOUTH W/NDSOR, INCLUDING BUT NOT WC WALPOLE LOAM \ o _ — LIMITED TO. HOUSE LOCATION & ELEVATIONS, UTILITIES, DRIVEWAY AND GRADING. /��.. LIMIT OF WETLANDS \ 1 \ 00 - - — LIMIT OF WETLANDS BUFFER I I \ S N �326' OS"E- •••••••••• UPLAND SOIL TYPE LIMIT I y I \ 120.00 y II I A 26,364 S.F. y , ' =0.6052 AC. � 6 � Li l,3 ,x Ci A- c I (P4 I i i 1 r �� � y Q I 3L2 371{ I I o 0 316 31s o �� o - 321- ArCH p3i6.1 N I 64.oo' DECK 00 I h I I 44.0' I " INV. 306.0 y Z I PROPOSED HOUSE i O I 5 I o TOP FDN.= 317.0 2 . " c� s I GAR. FLR.=3/6.5 o s cd I ' y s 5 \ > BSMT. FLR.=309.5 cv) I I z � y a y I '•<•�: I � I i I \ s I y 0 I 31G =TAKE BOXY y R=13.00' s4. L=20.42' R 50'F.Y. 10=90' 00' 00" y \ ( I PROPOSED 70' WIDE EASEMENT IN FAVOR OF PROPERTY ADDRESS: REFERENCE IS MADE TO MAPS TITLED: y S A CONNECTICUT LIGHT A D POWER COMPANY 133 TALCOTT RIDGE ROAD � I'1 � "CHASE ORCHARDS OPEN SPACE SUBDIVISION, DEVELOPED BY CHASE ASSOCIATES", SHEETS 1 I ' THROUGH 27 OF 27 SHEETS, MAP NUMBERS A-97-39-1, Kl, K2, Sl, S2, S3, S4, S5, S6, T1, T2, T3, PROPERTY ZONE: T4, T5, Cl, C2, C3, C4, C5, C5, C7, C8, D1, D2, D3, Al AND A2, DATED 11110197, REVISED OPEN SPACE THROUGH 5127198, BY ENGITEK — LUCHS, GLASTONBURY, CT. LOT OWNER: 1 `tf• «vi'uMr I ` THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH I,QOUBLE GRAIEj ` �- __ JOHN DORAN 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES "MINIMUM STANDARDS FOR ° F% sos:ss ° ,s6 Coac. K N ,� `� ' _-318 CHASE ASSOCIATES 0 4 83'26 �►. 2033 ELLINGTON ROAD SURVEYS AND MAPS IN THE STATE OF CONNEC77CUT" AS ENDORSED BY THE CONNECTICUT OJ`" W �'✓ASSOCIATION OF LAND SURVEYORS, INC. �' hI — SOUTH WINDSOR, CT 06074 s ` ° D�--- \ STREET LINE —316 (860) 648-2006 6•au 1HE TYPE OF SURVEY PERFORMED IS A LIMITED PROPERTY/BOUNDARY, ZONING LOCATION SURVEY. s —a s s I / C.B. D —D n —_D COAL WALK ENGINEER/SURVEYOR: SMH. / 7F. 311.7z _—D —_D ROBERT JOHNSTON, PE THE BOUNDARY DETERMINATION CATEGORY IS DEPENDENT RESURVEY. DROP MH. C s �s �C FL. 306.24 w 1'w�^O —D —D — JAMES W. DUTTON, LS r. 311.1 s s --306.46 //'11 (,� ENGITEK, INC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. INV. 284.83 s w , w INV. 3ozoo N E I I s s s IDG46 pO�O 0 67 EASTERN BOULEVARD w w y s /T r\ SMH. GLASTONBURY, CT 06033 THIS SURVEY CONFORMS TO VERTICAL ACCURACY CLASS V-Z w w ° s S 7F. 315.29 S \S S INV. 308.39 (860)-633-9401 THIS SURVEY CONFORMS TO TOPOGRAPHIC ACCURACY CLASS T—D. I I I w w s s y w —� 8'WA7ER � S S w w 3i RE7//SED S/o 99 ^ COMA'/ENTS THIS MAP WAS PREPARED FOR THE PURPOSE OF ZONING COMPLIANCE DETERMINATION. c ° w �- w — 9 PL 0 T PLAN / / NO ZO� Vf�Ug177OJ1fS'BXIST RELATING TO THE PROPO ~;QCATION OR SIZE. y I w w w ENGITEK INC ��`4 oq -�4 w w LOT 51 CHASE ORCHARDS "TO yA� �YVA, 1 C;E',A(4b''BELIEF, THIS MAP IS SUB i��I4 L1yj.!60 �,1'? S NOTED HEREON" I I w EN6/if'EERS,SUi?I�EYOASRErYI�/i?Oif'NENTALCOA'SULTANTS `�� �\s�, '•< o o' �,(? 67 EASTERN BOULEVARD, GLASTONBURY, CONNECT/CUT 06033 /`'Q' ° ` Mgr - J i"� PREPARED FOR THIS UJA lS� 7�'Llb'UHLaS I T BEARS THE LI j'&DNA �� AND��`$�OF THE UNDERSIGNED PHOAF Q601633-9401 FAX 1860/633-8851 S[lVEYD ati 'a �- CHASE A SSOCIA TES _w �` � LS•'•''Y''' L��"�;.. ��.,� SCALE/NFEET • � A -97-39-51B SOUTH WINDSOR, CONNEC TI CU T �74 "rt`�ct� « 40' 20' O 20' 40' SCALE. 1"=20' DATE. 4/27/99 SHEET. 1 OF. 1 ���IPPf7;jia9E1bnb0 %A��..Lbl1CpGAMM J 14AY 1999 South Windsor BUILDING DEPARTMENT; �i S Mt f6 THE :OR Tfiis Ee►tiffsd tfif•t trls plan - .'rto rbs sapies &f tha p►4posed builo-,, .. e'reeted tit ..�• t� ltng®th@r with ■mondmant• statedi n -10c::tion ano uU fll@d with plan and I egroe to comply with uh zoning. 1 Building Find state lyws old such ardws as shall be f issued by th0 Building Ooportment during pendency of this application and final issuance of a building permit. Signed This plan Is approved subiect to the condition that orders and ordinances regulating building shall be complied with. gonditionall7 Approved Those filed with @,uilding Inspector �Cler F 1 , o U 0 LEGEND 322 ` - - EXIS77NG GROUND CONTOURS 320 ^� 4.:M2 EXIS77NG SPOT ELEVATIONS I EXIS77NG BIT. PAVEMENT I I +328.3 � I \ N - - - - - - - - - - - EXIS77NG CONC. PAVEMENT +3zz.a y 10. � 10' WIDE STREET TREE EASEMENT 1N FAVOR I I 00' OF THE TOWN OF SOU 7H WINDSOR s'acLc EXIS77NG BIT. CONC. CURB. I N �. y � I \ 25' CONSERVATION EASEMENT II n I .26' ns'• r +329.4 -D -D - D D - EXIS77NG STORM SEWERS f I I 1 \ 50'vV ` +328 8 (A\TER ADJUSTMENT) - s s s s - EXISTING SANITARY SEWERS �\ I /317.70 'Op I \ +3286 - G G G G - EXIS77NG GAS LINES -E E E E -- EXIS77NG ELECTRIC LINES I I - \ 4 _ \ --� S 83'_26_0_5" E 115.50' -- -- I _ w w _ w w EXISTING WATER LINES 319.8 \\ I I` © -_1 � \ 1 � A - F - F - F F - EXIS77NG FOUNDA77ON DRAIN \ =0.6027 AC. \\\ I I I (AFTER ADJUSTMENT) \ -R -R -R R - EXIS77NG ROOF DRAINS "�6 h \\ - \' 327.0 FORMER LOT LINE I 1 +323.0 \ �� o EXISTING STREET TREE 325.4 �� _ 50' R.Y. \ \ h 3'OAK O e �� 0 \ 4, 3 4 o U n \ ^ +325.6 \ ❑HH EXIS77NG UTILITY HAND HOLE �� �� EXIS77NG LIGHT POLE ( ' I I\\ \, \\\ ADJUSTED LOT LINE .50' 0119 EXIS77NG WATER GATE O I ` \ \\ \ �. � AREA TO BE CONVEY J +317 3 \ \ A=1 TO LOT 50 ED OGG EXJSTING GAS GATE I I ` I \� \ \ 3zss c `326 10 SF-00025 AC II \ +319.0 \ 5 \\ \ +321.9 \ \ Ac EXIS77NG A.C. CONDENSER I I Q Q 3'PE R 1 \ v a 10 \\ ' IRON PIN TO BE SET \ R I ,1,I I At APPROX. -P +322.2 _34 -t-WATER SERVICE 317.10 / H O \ �316.77 -f- M \ +322.9 MONUMENT TO BE SET I \ 0/g +33 50.98, \ 318.4 N 3t57t5.9 I3t6.37 \ ' 322.6 N 38' t CONC. PAD 35 EXIS77NG IRON PIN �/ c n -31 6 6.07 /316.69i 316.53 ^ 322.8 STEPS +323.5 66s EXISTING MONUMENT DECK A •S M '�/ BIT. DRIVE O s WETLAND LIMITS \ 20.35' O / o O Ili +323.3 \5.3t \ h Zoo, �..� BUFFER LIMITS EXISTING HOUSE 52 / TOP FDN.=324.39 2.Go, m ,s.ss GAR. FLR.=316.74 + BSMT. FLR.=316.74 , /321. I o . x+316.19 �� s SILL=325.79 v m y I 314.6 316 10 \ \ ��\\ 20O I I B I� S INV=317.19 75 3 - \,.317.59 _i x INV=313.2t Zoo I / \� y I3"OAK I 317.66�j�\ 15.70 ^ 24.0 219.28 16.52' `d 32t.+ 1035' h / 39.2 A323.78 2�J/ 32074 .76 10 +323.3-50- 323.35/ YR=13.00' \ `22.6 L=20.42' fly323.53 117=9D' DD' DQ" h \ G 315.2 /0 320.74 322.3D• 323.09 +323.1 / m / II \\ GG +320.9 I 0 \ m O °� 0 \ v� C, 3zo.o PROPOSED 70' WIDE EASEMENT 1N FAVOR OF +317 3 + m CONNECTICUT LIGHT AND POWER COMPANY llsADS 310.66 312.4 31199 0 . 3 PEAR \ � 17 99 31 (AFTER AD JU /V PROPERTY ADDRESS: REFERENCE IS MADE TO MAPS TITLED: 31zs7 106.50' ) _ o C.B. w/suMP F " p \ CO IC KK. +315.6`� P R m_ - -3/6 133 TALCOTT RIDGE ROAD "CHASE ORCHARDS OPEN SPACE SUBDIVISION, DEVELOPED BY CHASE ASSOCIATES", SHEETS 1 DOUBLE GRATE N B3.26' 05 TG. 310.32 " THROUGH 27 OF 27 SHEETS, MAP NUMBERS A-97-39-1, Kl, K2, S1, S2, S3, S4, S5, S6, T1, T2, T3, FL. 305.96 m QI 311'27 T4, T5, Cl, C2, C3, C4, C5, C6, C7, C8, D1, D2, D3, Al AND A2, DATED 11/10/97, REVISED FL=306.7t(FDN. DRN.) _ STREET PROPERTY ZONE: s o , \ £NH 3,5., LINE RR - OPEN SPACE THROUGH 5/27/98, BY ENGITEK - LUCHS, GLASTONBURY, CT. BPvc \ CONC. WALK. 315.47 THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SEC77ONS 20-300b-1 THROUGH s S C.B. 313.18 °�D -D 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES MINIMUM STANDARDS FOR SMH. I / FL 306.2 ° --D _ LOT OWNER: DROP MH. F S �-_S 8 PVC FL. 306.24 NW D - SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNEC77CUT TF. 311.1 s S 306.46E ALCpTT JOHN DORAN / CHASE ASSOCIATES INV. 284.83 S, W z- -� S /D 1 / 314.36 INV. 30.00 N, E s G'E Rp 0 2033 ELLINGTON ROAD ASSOCIATION OF LAND SURVEYORS, INC. W w __ w I s s _s / AD TF. 315.29 SOUTH WINDSOR, CT 06074 UNDERGROUND FEATURES HAVE BEEN COMPILED, IN PART, BASED UPON INFORMATION FURNISHED BY W o �� s s -_S� INV. 308.39 OTHERS. THIS INFORMA7ON IS TO BE CONSIDERED APPROXIMATE, ENGITEK, INC. AND 774E (8N0) /SURVEYOR- UNDERSIGNED Y UNDERSIGNED SURVEYOR DO NOT TAKE RESPONSIBILITY FOR SUBSEQUENT ERRORS OR OMISSIONS I W W I W W �- \ S s s s WHICH MAY HAVE BEEN INCORPORATED INTO THIS PLAN. � � � W w � W 6"w�w � � s ENGINEER/SURVEYOR. a o w __ w DAMES W. K, INC., LS THE TYPE OF SURVEY PERFORMED IS A LIMITED PROPERTY/BOUNDARY, ZONING LOCATION SURVEY. I I w W ENGITEK, INC. -- W -- w\ 67 EASTERN BOULEVARD 3w w w GLASTONBURY, CT 06033 THE BOUNDARY DETTRM/NA77ON CATEGORY IS DEPENDENT RESURVEY. I W I (860)-633-9401 THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. /"i S~-BUIL T THIS SURVEY CONFORMS TO TOPOGRAPHIC ACCURACY CLASS T-2. REVSED 1/11/2000 TOPO NOTES: PL 0 T PL A N THIS MAP WAi , PARED FOR THE PURPOSE OF ZONING COMPLIANCE DETERMINATION. ENGITEK INC. � �i�f7rrq UNDERGROUND UTILITY LATERAL LOCATIONS SHOWN PER INFORMATION PROVIDED LOT 5) CHASE ORCHARDS e� 0i BY 774E INSTALLER, UTILITY COMPANY AND/OR TOWN OF SOUTH NNDSOR. NO ZQTN0`v,q to kiST RELATING TO THE EXISTING HOUSE LOCATION OR SIZE. MSIM AS,SUiYIYEAMS&E�YIV/AON.NE.YTALCONSULTANTS ® Q e� LOCATIONS AND ELEVATIONS OF THE SERVICES WERE VERIFIED IN THE FIELD eee A. W. O a THIS Ey 'NOT VALID UNLESS IT BEARS THE LIVE SIGNATURE AND SEAL OF THE ONLY WHERE VISIBLE FROM WITHOUT EXCAVATION. PREPARED FOR 67EASTERNBOULEI/A/TD, GLASTONBURY, CONNECT/CUT06033 UI� SIt�VE 19J?.:G,' PRIOR TO RELEASE OF THE LOT BOND, THE PLOT PLAN SHALL BE REVISED (IF CHASE ASSOCIATES PHONE.°/860/633940>FAX. /860/633-885> "Ti*i K ND.CE-EF, THIS MAP IS SUBSTAN77ALLY CORRECT AS NOTED HEREON" NECESSARY) TO SHOW ALL INFORMATION AS REQUIRED BY THE TOWN OF SOUTH SCALE/NFEET WINDSOR, INCLUDING BUT NOT LIMITED TO. FINAL GRADING (CONTOURS), U77LITY AA-" �-�� 5- LATERALS, DRIVEWAY AND WALKS ALSO, IRON PINS SHALL BE SET AT ALL LOT SOUTH WINDSOR, CONNECTICUT SCALE.- /"=20' DATE.- 11512000 SHEET.° / OF- / J74 CORNERS PRIOR TO RELEASE OF THE LOT BONG ` 40' 20' O 20' 40' �grrun�uv��