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HomeMy WebLinkAbout138 CORNERSTONE DR SawM SE, ( 4 Town O-P SOUL/, ?A - c.{ U m a 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR-0) AREA CODE 860/644-2511 May 2,2003 Mr.Thomas Kuhns 138 Cornerstone Drive South Windsor, CT 06074 Dear Mr. Kuhns: Pool season is almost here. I would like to remind you that the Building Permit(s) #28638 for your pool is(are)still open. State Building Codes require the issuance of a Certificate of Use prior to its using your pool. Please contact our office for a final inspection prior to the removal of the winter cover or adding any water to your pool. All permits should be closed by May 31, 2003. Should you have any problems meeting this date please send our office a letter stating the reasons.(The pool still can't be opened). If the pool is opened without the benefit of a Certificate of Use a caveat may be placed in the land records stating there are Building Code Violations on your property. Please call Christopher J.Dougan, Deputy Building Official, or myself should you have any questions regarding this. Our office hours are 8-9a.m. and 1-2p.m. The phone number is 644-2511 ext.230. Very truly yours, John Collins Chief Building Official NO TES - 1. AREA OF LOT 13 = 42,104 SQ.FT. = 0.967 ACRES 2. ZONE OF SUBJECT PARCEL IS RR". LOT IS WITHIN A SUBDIVISION DEVELOPED AS COMES AN "OPEN SPACE SUBDIWSION". N/F PEORp M MINIMUM YARD REQUIREMENTS. FRONT = 50 FEET CROSSI _ --- --`'` EGGY EREsA ' " REAR = 10 FEET " CONSTRUCTION ENTRANCE PAD- 11a NOT TO SCALE ,,� REAR = 50 FEET N F P _ - CORNERSTONE DRIVE 3. BOUNDARY INFORMA71ON TAKEN FROM PLANS ENTITLED - - CUTLER RIDGE If OPEN SPACE SUBDIVISION - RR ZONE PREPARED FOR MANNARINO BUILDERS, �_- --' 0 0 0 0 o INC., SUBDIVISION PLAN, 940 AVERY STREET, SOUTH WINDSOR, CONNECIICUT, SHEET 11,12 & 13, ' ------------- a° o °0 0 0 0� SCALE. 1 lN.=40 FT., DATE. OCTOBER 16, 1998, REVISION DATES TO 7-29-99, ALFORD ASSOCIATES, " W r_ _ ` _ Z INC., CIVIL ENGINEERS, WINDSOR, CONNEC77CUT". J MADER 68�55j4� _ _ °° o 0 0°o° v 4. APPLICANT- �/ MAP PREPARED 8Y' N� CHERYL - --N 62 0 0 N MANNARINO BUILDERS, INC. ALF PIGEON HELL ROAD 0 0 0 0 0 o ALFORD ASSOCIATES, INC 0 0 0 0 000 II % ROBERT MANNARINO '"- --- - o 1169 ELLINGTON ROAD P.O. BOX 484 """ -� � ---'" SOUTH WFNOSOR, CONNECTICUT 06074 WINDSOR, CONNEC7ICUT 06095 68ro9 6;� _-- """- --"------------- n _ 0 0 0 0 o W TEL (B60J 289-TOSS TEL # (860) 688-7288 ----- N _ 5. LEVA NS E 770 A ARE BASED ON M.D.C. DATUM. ----- - I! o°0 0 o d°oo° N PLAN -4" MINIMUM CONN. 6. NO ZONING VIOLATIONS WITH RESPECT TO LOCA77ON OF HOUSE, IF ERECTED AS SHOWN. ---- - - ' _---- 300 -- '� Q DOT 2" STONE 7. CONTRACTOR SHALL VERIFY LOCATION AND ELEVA110N OF EXIS77NG U77LI77ES PRIOR TO ESTABLISHING FINAL -� FILTER FABRIC GRADE OF PROPOSED F0077NGS AND FOUNDA770N. CONTRACTOR SHALL INSTALL TEMPORARY EROSION CONTROL -I- w MEASURES FOR STOCKPILED MATERIAL AND AT TOPS OF SLOPES DURING FOUNDATION EXCAVA770N. M/RAFI FABRIC '-- �- - -�VanoN EASEM - _ _ ��'� \ WIDTH- to' MIN. SILT FENCE AND/OR TEMPORARY VEGETA7701V IF PILES ARE TO REMAIN 1N PLACE FOR EXTENDED PERIODS OF 77ME. - O CpNSE_ ___ ----_ ,� SECTION 8. DURING CONS7RUC770N, M/RAF7 FABRIC CHECK DAMS ALONG SWALES MAY BE REQUIRED BY TOWN STAFF a to NOTES: r' CO 1. THE 'URPOSE OF A STABILIZED CONSTRUCTION ENTRANCE IS TO REDUCE THE '.RACKING OR FLOWAGE OR SEDIMENT ONTO EXISTING PAVEMENT. 9. LEGEND - --' N - --------------- - � 2. BEFORE CONSTRUCTION ENTRANCE INSTALLATION, THE AREA OF THE �- - $ EN11t ONCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER 301 - EXIS77NG CONTOUR UNDESIRABLE MATERIAL PROPOSED YARD DRAIN --'' , " E _ " 146.15 ,^„�.+ -, PROPOSED 68.09�5-- --S 56'f8F55 _E x 310.0 EXISTING SPOT GRADE -' __- _ _+___^�" >; 3. THE ENTRANCE SHOULD BE MAINTAINED IN A CONDITION WHICH WILL F1.=284.0 - , S 12 �i PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO EXISTING PAVEMENT. 1$• + THIS WILL REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR 310 PROPOSED CONTOUR ADDITIONAL LENGTH AS CONDITIONS REQUIRE Q - Q --- - - PROPOSED YARD DRAIN 3f0.0 PROPOSED SPOT GRADE 2g2 �,` O 7F-292.0 GRADE TO DRAIN rn `•;i, N ' �! `r Lr�� , '2g6 SURFACE WATER IS TO BE DIRECTED AWAY FROM THE HOUSE AND GARAGE + q. + W PROPOSED WATER SERVICE ' . FD PROPOSED 670 FOOLING DRAIN LINE 29D- "238 - T PROPOSED TELEPHONE SERVICE TO CONNECT TO EXIST. IN STREET 2$6 I -------286------; �` � D � , --,-' E PROPOSED ELECTRIC SERVICE TO CONNECT TO EXIST. IN STREET EXIST. YD TF-284.04 O b G89 5 /~ S PROPOSED 6"0 SANITARY SEWER LATERAL ' ^�yr3.08 PROPOSED HOUSE 0C.o. PROPOSED SANITARY SEWER CLEANOUT -------- SAN. FL= 287.5 / - - - - - MIRAF7 FABRIC FENCE - TO BE PLACED PRIOR TO ANY CONSTRUCTION AND FD FL= 289.E �- ---- SHALL REMAIN IN PLACE UN77L DIS77JRBED AREA IS STABILIZED 10. PROPOSED HOUSE - f o� PROPOSED GARAGE FLOOR = 29ZO EXIST. HOUSE rn 27. 29ZO � � -hr_�-` EXIST HOUSE PROPOSED TOP OF FOUNDATION = 298.0 J C.O. 297 + PROPOSED FINISHED FLOOR = 299.0 14 r BASEMENT FLOOR - 290.3 (WALKOUT) 8 .23 h r '4 0'O., �2 I L_ TOP OF FOUNDA7ION TO BE A MINIMUM OF EIGHT (8) INCHES ABOVE THE FINAL EXTERIOR GRADE. 40'� 306.2--- r `3p6. cn , EXIST. / I ,' , ' BIT. CONC. DRIVE �, o t -- ` ------�,303.o SCHEDULE _ INSTALL CONS7RUCAON ENTRANCE PAD SEEDING SC - R=325.00' IT16 L=92.38' o O ,I 3 _ -` �, PRIOR TO ANY CONSTRUCTION ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH " % - o (A MINIMUM OF 20 FEET LONG) 4" MINIMUM OF TOPSOIL SEED AS INDICATED BELOW. CONDITION SOIL DELTA=1677 08 r, ? g 6�" 'r WITH FERTILIZER AND LIMESTONE AS INDICATED BY SOIL TEST. 4 PERMANENT VEGETATIVE COVER: 70' WIDE CLdrF EASEMENT ` SEEDING DATES: APRIL 1 TO JUNE 15 & SEPTEMBER 1 TO OCTOBER 15 & STREET TREE EASEMENT I; T�� ' � li r' (; � 4_. � OR AT OTHER TIMES, WEATHER PERMITTING 0 4' WIDE CONCRETE WALK ^ , p - -- - ��ti LAWN AREAS: S 41�6 USE THE FOLLOWING MIXTURE OR EQUAL AS APPROVED BY DESIGN ENGINEER: Tyg7F�MA1 _ __W_ 79"Lc KENTUCKY BLUEGRASS 45% ` 78 93, CREEPING RED FESCUE 45% PERENNIAL RYEGRASS 10% APPLY 1-3 LBS./1000 S.F. CORNERSTONE DRIVE TEMPORARY VEGETATIVE COVER: SEEDING DATES: MARCH 1 TO JUNE 15 & AUGUST 1 TO OCTOBER 15 CB 122 OR AT OTHER TIMES, WEATHER PERMITTING TF=290.74 SAN. MH #10 USE THE FOLLOWING SEED OR EQUAL AS APPROVED BY DESIGN FL IN W= 285.50 7F=297.45 FL IN S= 283.24 8" F L= 289.31 BENCHMARK - ENGINEER - FL OUT= 283.24 CONTROL POINT#1457 ANNUAL RYEGRASS 100% FD FL IN= 286.3 ON CATCH BASIN APPLY 1 LB./1000 S.F. ELEV = 299.14 Z�% y 2_ 7 SANITARY SEWER LATERAL FL= 283.2 THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE TM774 SECTIONS SAN. SEWER LATERAL FROM HOUSE MAIN LINE 20-300b-1 THROUGH 2O-300b-20 OF THE REGULATIONS OF CONNE TO TOM 6 � AT 4.2�' STATE' AGENCIES- "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNEC77CUr AS ENDORSED BY THE CONNEC77CUT ASSOCIA77ON OF LAND SURVEYORS, INC.. IT IS A LIMITED PROPERTY/BOUNDARY SURVEY BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND INTENDED TO BE USED FOR AN IMPROVEMENT LOCA77ON SURVEY. GRAPHIC SCALE .n�•. ►��"""''•�..� TO MY KNOWLEDGE AND BELIEF, THIS MAP IS O��p��CNN , �A OF, , ,N�j,'�,� PREPARED FOR SUBSTANTIALLY CORRECT AS NOTED HEREON. 40 0 40 60 #@'��; V. ALF� �^p.. ,r��P'�; M. LF��� �- ;r°� ° ° �` : ,' = MANNARINO BUILDERS, INC. L.S. NO. 9344 ( IN FEET ) * IMPROVEMENT LOCATION SURVEY t tvo: 9l344 :1 No. 9344 �• CML ENGINEERS THE LOCATIONS OF UNDERGROUND UTOff TILITIES ARE CUTLER RIDGE ll "AND `�""E` �f.�Po�=.1�CFNS�O .;���,��' �:ylQ'��CEtySE�' ����� APPROXIMATE AND ALL UTILITIES MAY NOT BE •���FSS/ONAL � ►►'► °•su Rv;a'►► 4 WILSON M. ALFORD,JR.,P.E.T3 L.S. SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR 4`'••••##As- LOT 13 - ''► �""""''' SHALL CALL 1-800-922-4455 AND HAVE THE DATE REVISION 138 CORNERSTONE DRIVE SOUTH WINDSOR, CONNECTiCUT SCALE: 1 IN. = 40 FT. DATE: MAY 14, 200E UTILITIES MARKED ON THE GROUND. NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL " D:M9915613 P:M9B009 FOLDER:MANNARINO FILE-MANNARINO-CUTLER II I NO TES I. AREA OF LOT 13 = 42,104 SQ.FT. = 0.967 ACRES 2. ZONE OF SUBJECT PARCEL /S RR". LOT IS WITHIN A SUBDIVISION DEVELOPED AS pE0R0 M. GOMES AN OPEN SPACE SUBDIVISION". F MINIMUM YARD REQUIREMENTS., Y TMERESA GROSSI N/ 50 FEET SIDE FRONT 10 FEET NIF pEGG SET IRON PIN REAR = 50 FEET 12-4-01 3U_-;.r,• J. BOUNDARY/NFORMA7701V TAKEN FROM PLANS EN777LED - CUTLER RIDGE !l OPEN SPACE SUBDIVISION - RR ZONE PREPARED FOR MANNARINO BUILDERS, INC., SUBDIVISION PLAN, 940 AWRY STREET, SOU774 WINDSOR, CONNEC77CUT, SHEET 11,12 & 13, ;'n6.73 Q SCALE. 1 IN.=40 FT., DATE- OCTOBER 16, 1998, REVISION DATES TO 7-29-99, ALFORD ASSOCIATES, MADER 8.66'40" W i� 0+ INC., CIVIL ENGINEERS, WINDSQR, CONNECTICUT. NIF CNER N 6 62.47, 4. APPLICANT MAP PREPARED BY MANNARINO BUILDERS, INC. ALFORD ASSOCIATES, INC. clo ROBERT MANNARINO 200 PIGEON HILL ROAD 09 5" W 1169 ELLINGTON ROAD P.O. BOX 484 N 66 T� SOUTH WINDSOR, CONNEC77CUT 06074 WINDSOR, CONNEC77CUT 06095 IRON PIN 139'26 c TEL. 1 (860) 289-7055 TEL. #(860) 688-7288 SET 12-4-Ot � 1 5. ELEVA77ONS ARE BASED ON M.D.C. DATUM. "i Q 6. NO ZONING WOLA77ONS WITH RESPECT TO LOCA77ON OF EXISTING HOUSE, AS SHOWN. h 0 ON EASEMENT Z LEGEND - �o cn CON VAT1 +W `~'' 310-- EXIS77NG CONTOUR t. A x 310.0 EXIS77NG SPOT GRADE N rn r. Wy WATER SERVICE --------------- 2 FD-- F0077NG DRAIN LINE EXIS77NG YARD DRAIN E 146.15' � G GAS SERVICE 7F=28Z71 S 68'p9�15 „ ). S 56',8'555" E .,r,,...... FL=284.61 1S4y__----__ 1 -T,E,TV TELEPHONE, ELECTRIC AND CABLE TV SERVICES S SANITARY SEWER LATERAL WV i ce' ;J. EXIS77NG YARD DRAIN WATER GATE < G! TF=292.75 ING WALL ? i . + + �`9p RETAIN - ' -� FL=29065 H?4JRANT + - ;, CONCRETE WALK 1 m GV GAS GATE So v � CHIMNEY 6'x i.9' , 9 _ TELEPHONE BOX EXIST. YD ?_8S. c:J, ' --,- t� -2 J AGO EXIST. CON01170NlNG UNIT TF--284.0 1 5.3 x4.1 'ATCHW �16.3'� DECK a ��•. 0 v 23.5' :. P 12' 32.6' -- 3 LIGHT POLE - ` h OEM ELECTRIC METER EXISTING HOUSE �oN A (12-4-01) EM f r. AC I m SAN. FL= 287.5 ' FD FL= 289.2 0 � ' U} 1 LXCT- FlOLISE }. ' i5, (A9.4' COVERED ENTRY rn - e. EXIS77NG HOUSE - N r j - ° -� S o HOUSE GARAGE FLOOR = 297,06 + < / + FINISHED FLOOR = 299.99 o „ N BASEMENT FLOOR (WALKOUT) = 290.41 � 22.5' 40' - c , EXIST. p' r SLATE WALK , BIT. CONC. DRIVE �. o` LANDSCAPED AREA -RETAINING WALL R=325.00' SET 1 0 PIN r <7 '� + ; L=92.38' 12-4-01 DEL TA=16'1 T08" r \ +�` SET IRON PIN 10' WIDE CL&P EASEMENT WV & STREET 7REF EASEMENT y,, low, I` 4' IWDE CONCRETE WALK �Oti WA7E_"A! _ ---' - --- _ - -�_ 9 �, S __I,y_ 41 56 fig"£ 18 93• i CORNERSTONE DRIVE CS f22 TF=290.78 SAN. MH #10 FL IN W= 285.50 TF=297.45 FL IN S= 282.88 8" FL= 289.31 BENCHMARK - FL OUT= 282.88 CONTROL POINT fl457 FD FL 1N= 285.08 ON CATCH BASIN ELEV. - 299.14 FL /N (FROM TD)= 288.62 FD FL= 295.14 SANITARY SEWER LATERAL FL= 2832 SAN. LATERAL FROM HOUSE TO MAW THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECT70NS N LINE 102'- 670 AT 4.29' 20-300b-1 THROUGH 2O-300b-20 OF 77-IE REGULA77ONS OF CONNEC77CUT STATE AGENCIES- MINIMUM STANDARDS FOR SURVEYS AND MAPS /N THE STATE OF CONNEC77CUT" AS ENDORSED BY THE CONNEC77CUT ASSOCIATION OF LAND SURVEYORS, INC.. IT IS A LIMITED PROPERTY/BOUNDARY SURVEY BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND INTENDED TO BE USED FOR AN IMPROVEMENT LOCA77ON SURVEY. GRAPHIC SCALE CONeef�Intard�� al` �N�os„' TO MY KNOWLEDGE AND BELIEF, THIS MAP IS ^.��,,�•"A 'Ji '� .�•��. ' A"-F-. PREPARED FOR tv 40 0 40 80 so Or SUBSTANTIALLY CORRECT AS NOTED HEREON. ) �'� •3 7 �; MANNARINO BUILDERS, INC. IN FEET L.S. No. 9344 % '^ * IMPROVEMENT LOCATION SURVEY THE LOCATIONS OF UNDERGROUND UTILITIES ARE °h No. 9344 aV`IL Elm IvFmc •. Euse�,•'�;40,.,� --_<. CUTLER RIDGE !1 W"D-5019,CONNEC-nCLM APPROXIMATE AND ALL UTILITIES MAY NOT BE • �r , .p ,• • SHOWN. PRIOR TO CONSTRUCTION CONTRACTOR •�`',FSS{ordni ,E'�as+'° '•`.�°Ismail 12-5-01 ADDED AS-BUILT HOUSE, DRIVEWAY, UPLITIE.S AND G?ADES WII_SON M. ALFORD,JR.,P.E.B L.S. SHALL CALL 1-800-922-44-55 AND HAVE THE LOT ) UTILITIES MARKED ON THE GROUND. DATE REVISION NOT VALID WITHOUT A LIVE ;IGNATURE AND EMBOSSED SEAL 138 CORHERSTONE DRIVE SOUTI I Wit,-IDSOR, CONNECTICUT SCALE: 1 IN. = 40 FT. DATE: MAY 14, 2001 U:M9915613 P:M96009 FuLDER-.IAIIIIAf;iNO FILE!I.'mf*IAlt II10-CUILER 11 NO TES - 1. AREA OF LOT 13 = 42,104 SQ.FT. = 0.967 ACRES COMES 2. ZONE OF SUBJECT PARCEL /S RR" LOT/S IMTHIN A SUBDIVISION DEVELOPED AS cSSI NIF pEpRO M• A MINIMUM YARD REQUIREMENTS *OPEN SPACE SUBDIWSION" REsp ORO FRONT = 50 FEET Y 1NE SIDE = 10 FEET N� pEGO SET IRON PIN REAR = 50 FEET 12-4-01 J. BOUNDARY INFORMA77ON TAKEN FROM PLANS EN777LF-D - 'CUTLER RIDGE If OPEN SPACE SUBDIVISION - RR ZONE PREPARED FOR MANNARINO BUILDERS, INC., SUBDIVISION PLAN, 940 AVERY STREET, SOUTH WINDSOR, CONNEC77CUT, SHEET 11,12 & 13, i� 3C'h ' Q SCALE. 1 /N.=40 FT., DATE.- OCTOBER 16, 1998, REVISION DATES TO 7-29-99, ALFORD ASSOCIATES, MApER N 6862.40 W INC., CIVIL ENGINEERS, WINDSOR, CONNEC77CU71 N/F ONERY 4. APPLICANT. MAP PREPARED BY: MANNARINO BUILDERS, INC. ALFORD ASSOCIATES, INC. 5" w C/o ROBERT MANNARINO 200 PIGEON HILL ROAD 1169 ELLINGTON ROAD P.O. BOX 484 IRON PIN N 68t39.26, SOU771 W INDSOR, CONIVEC77CUT 06074 WY/NDSOR, CONNEC77CUT 06095 TEL. #(860) 289-7055 TEL. if (860) 688-7288 SET 12-4-01 5. ELEVA77ONS ARE BASED ON M.D.C. DATUM. 13 0 6. NO ZONING WOLA77ONS WITH RESPECT TO LOCA77ON OF EXIS77NG HOUSE, AS SHOWN. I` NO ZONING V70LA77ONS WWfTH RESPECT TO LOCA77ON OF PROPOSED POOL o a vA�pN EASEMEN? IF ERECTED AS SHOWN. CON . Z LEGEND - rl ^^310__-��� EXIS77NG CONTOUR ci ro PROPOSED POOL cNrn 1`; SURFACE ELEV.= 293.0 x 310.0 EXISTING SPOT GRADE to � --------------------- _. EXIS77NG YARD DRAIN w E 146.15 Wy WATER SERVICE 7F=287.71 S 68.Og'15 S 56'18'55 E FD-- _ F0077NG DRAIN LINE FL=284.61 1o2----------- - �.. GAS SERVICE r G T_ a 36.7' . + _ ---E 7V TELEPHONE, ELECTRIC AND CABLE TV SERVICES EXIS77NG YARD DRAIN ' , 33' - p 7F=292 75 S SANITARY SEWER LATERAL + + WV r' -, 0 FL=290.65 i90 RETAINING WALL F Y o ��-p WATER GATE 23 '' ' CONCRETE W/LK. ^ ".I HYDRANT CHIMNEY , rl, ra yY� + JGV ^s,ia.�� :.1,,'- x GAS GATE EXIST. YD 21'Y.: c_n f TF=284.04 HATCHWAY 16.3• DECK i i•i ;= O p 5.3'x4.1' 23.5' Q� m TELEPHONE BOX 12' ----- I ACCI AIR COND1770NING UNIT -'n6•�" ; �^ EXISTING OUSE -oH a (12-4-Oi EM ,r LIGHT POLE AC � m SAN. FL= 287.5 p EM ELECIFlC METER FD FL= 289.2 c, o - ` w COVERED ENTRY �U3 EXIST. NOOSE + f' 9r= < , _ HOIIjSE- J4 , rJ f; r;''I' + 1 /' + 8. EXIS77NG HOUSE - ' 1 39.8' I 12 GARAGE FLOOR = 297.06 FINISHED FLOOR 299.99 I 40'g BASEMENT FLOOR (WALKOUT) = 290.41 , EXIST. SLATE WALK BIT. CONC. DRIVE + LANDSCAPED AREA -RETAINING WALL R=325.00' SET IRO P PIN � + 12-4-01 i :.,•1 L=92.38• DEL TA=16'17 081, + ` SET IRON PIN ' I i!., , 12-4-01 10' CLRE EASEMENT �� MEN �� wv & STREET TREE EASEMENT I , 4' WIDE CONCRETE WALK �l r �o _ _ - - <' WA7Fl_MA/N _ __WW,- - - -_ - S 415619-E _ 18.93 , CORNERSTONE DRIVE ce 122 7F=290.78 SAN. MH #10 FL IN W- 285.50 7F=297.45 FL IN S= 282.88 8" FL= 289.3f BENCHMARK - FL OUT= 282.88 CONTROL POINT#1457 FD FL IN= 285.08 ON CATCH BASIN ELEV = 299.14 FL /N (FROM YD)= 288.62 FD FL= 295.14 SANITARY SEWER LATERAL FL- 283.2 SAN. SEWER LATERAL FROM HOUSE TO MAIN LINE THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SEC77ONS 102'- 6"0 AT 4.2% 20-300b-T THROUGH 2O-300b-20 OF THE REGULA77ONS OF CONNEOT7CUT` STA TF AGENCIES- MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECT7CUT" AS ENDORSED BY THE CONNEC77CUT ASSOCIAT70N OF LAND SURVEYORS, INC. IT /S A LIMITED PROPERTY/BOUNDARY S©IRVEY BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND INTENDED TO BE USED FOR AN IMPROVEMENT LOCA77ON SURREY. GRAPHIC SCALE annq�� naai•.� +o 0 4o eo ttt►t GpNNiv� 4At TO MY KNOWLEDGE AND BELIEF, THIS MAP dS ��t��G�M•"'q • 0►�tibF OO1y/y��i�L�" F 'AAA SUBSTANTIALLY CORRECT AS NOTED HEREQN. o� . FORoiQ � A PREPARED FOR T,� •Cp�o� p�O q g' `� ` �� '•�► = TOM AND LESA KUHNS IN FEET ) : :; , �� � �; � ' - f/ �;*`. L.S. NO. 9344 THE LOCATIONS F N No. 9344 No. 93Lf4 IMPROVEMENT LOCATION SURVEY <,,:: . �, I CIVIL ENG7II�IEERS UNDERGROUND UTILITIES ARE 3-8-02 ADDED PROPOSED POOL & CHANGED NAME IN WILE BLOCK .��41 p ",a� �f ''o [ p '�0 0�,, (iV i LER RIDGE Il I vinNoso�+,ooNN�CTtCUT APPROXIMATE AND ALL UTILITIES MAY NOT BE 0 o CENSE.• • '..!cErasE,. ••'-*iFSS!ONAL , ►►►', • ON 0 S U R V�#6f I� SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR 12-5-01 ADDED AS-BUILT HOUSE, DRIVEWAY, U77LI77ES AND GRADES '��.,�,,,,11a►►►►' '�•..,,,,,a,a►' S' SHALL CALL 1-800-922-4455 AND HAVE THE LOT 13 - 9I�, qir° `+ #} `��' <: WILSON M. ALFORD,JR.,P.E.&L.S. UTILITIES MARKED ON THE GROUND. DATE REVISION 13i3 CORNERSTONE DRIVE SOUTH 1�`INDSOR, GOrINECTICUT NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL SCALE: 1 IN. = 40 FT. DATE: MAY 14, 2001 D:M9915613 P:M98009 FOLDER:MANNARINO FILE:MANNARINO-CUTLER 11