Loading...
HomeMy WebLinkAbout17 SUMMERWIND DR ROADWAY ELEV. SAN. MH 270.5t I TF=274.66 FL=267.80 WATER AMIN -�- a• '" E---- -� x ----F- C WALK N20'40'2 "E 120.00' \ 10' C L.&P. EASEMENT UNDERGROUND ELECTRIC SERVICE 1 , 6' PVC FOOTING DRAIN �' \Z✓ y' , — k 50' B.L. )) x 1 a 22.1 2 71. 9' 41.7' 6F.272.86 LOT 65 z t a FL-261.1t FL-263.9t 27.8 N N/F LACAVA 2 STORY FRAME " rn LOT 62 CONSTRUCTION CO. FT`274.63 u 22 1 N/F LACAVA i 42.3' b CJ1 CONSTRUCTION CO. CD O DECK \ \ 0�0 \ 260.7 \I \ 1 � I 1 40' R.Y. - I � I I LOT 164 I I � 120.00' S20'40'122"W I I I I 11 N A Q OD O a N O 0 LOT 61 N/F LACAVA CONSTRUCTION CO. NOTES: 1. THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT ' AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPT. 26. 1996. r 2. THE TYPE OF SURVEY PERFORMED IS AN IMPROVEMENT LOCATION SURVEY AND IS INTENDED TO DEPICT THE POSITION (HORIZONTALLY AND VERTICALLY) BETWEEN EXISTING AND PROPOSED IMPROVEMENTS WITH RESPECT TO THE APPLICABLE MUNICIPAL OR STATUTORY REQUIREMENTS. 3. BOUNDARY DETERMINATION IS BASED UPON A DEPENDENT SURVEY. NOTE: 4. THIS SURVEY CONFORMS TO CLASS A-2 HORIZONTAL ACCURACY AND T-2 VERTICAL ACCURACY. THIS DRAWING HAS BEEN PREPARED IN PART 5. THIS SURVEY IS NOT VAUD WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL. ON THE BASIS OF A LIMITED INVESTIGATION TO MY KNOWLEDGE AND BELIEF THIS MAP IS OF SUBSURFACE CONDITIONS. THE SURVEYOR SUBSTANTIALLY CORRECT AS NOTED HEREON. WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS PERTAINING TO SUBSURFACE CONDITIONS INCORPORATED INTO THIS DOCUMENT. To: Charles E. Stone and Heidi A. Stone, ABSOLUTELY NO DIGGING SHOULD TAKE PLACE Bank of America, FSB WITHOUT FIRST ACCURATELY LOCATING ALL and Connecticut Attorneys Title Insurance Company FACILITIES. This survey was conducted on the ground on Jan. 2, 1998 and (a) to my knowledge ZONING DATA and belief, this map is substantially correct as noted hereon and unless otherwise * OPEN SPACE SUBDIVISION AA-30 ZONE depicted or noted hereon; (b) the deed lines and lines of actual possession are * AREA OUTSIDE OF 100 YEAR FLOOD LIMIT the same; (c) all buildings and improvements are located as shown, are erected * LOT AREA = 20,974 S.F. OR 0.482 AC. entirely within the property lines, and do not encroach over, or up"�' the street, deed or building lines or any right of way or easement on or appurtenant to the .NAP REFERENCE: property; (d) there are no utility or other easements or rights of woy affecting "RIDGEFIELD, SECTION IV, PROPERTY OF this property; (e) there are no encroachments or projections on or over the LACAVA CONSTRUCTION COMPANY, FELT ROAD, property or on rights of way or easement appurtenant to the some by buildings RIDGEFIELD DRIVE, SUMMERWIND, SOUTH or improvements erected on adjacent lands; and (f) that the buildings and WINDSOR, CONNECTICUT, SCALE 1"=40', improvements on this property do not violate any building or zoning regulation, DATE: DEC. 1987 " BY J.H. MILLER, LS, PE covenant, deed restriction or other regulation or requirement related to the location thereof. APPLICANT: LACAVA CONSTRUCTION COMPANY 185 SILAS DEANE HIGHWAY WETHERSFIELD, CT. 06109 TEL. 563-3711 SCALE IN FEET . JOHN H. MILLER, P.E., L.S. 40 0 20 40 80 120 LIC. NO. 4142 `�. 16" �� &. ��� c�. cD Compiled E-CA 2 t/t2/98 AS BUILT P.C. Check�.�'S, 1 7/29/97 STAFF COMMENTS �• Consulting Engineers, Land Planners & Surveyors P.C.Designed —� No Date Description • 1137 Silas Deane Highway, Wethersfield, CT 06109, Tel.(860)563-9375 Drawn 16.k .3 . Revisions IMPROVEMENT LOCATION SURVEY Sca eked iii�� 1 "= 40' \ �puuiii�ej`i co �t g~l�o�" H 41�'1°�► PROPERTY OF Date 6 26 97 Sheet Of of LACAVA CONSTRUCTION COMPANY Na. 4142 0*4 NO. 4142 �' SUMMERWIND 1 1 0 .` l � ` 4��cENs�°,s� �.• LOT 64 0 sip."+...s��1 t,��'-•�ro..���',�o4 ''••.�,;,", so '•a;°�N� a' SOUTH WINDSOR CONNECTICUT Job No. < File No. c� i a 0 �_ o � _ tD �o a ►-. P CO co � E I TO TI?: E iLJ, L,?T. luiivn :,i SL-I:I .,,tIJ50Fl This certitlod that this plan and specifications are true copies of the proposed building or alterations to be erected at tt' +A GoTCaI Somm( WINO Street g together with amendments stateA in application ano �1 lr filed with plan and I agree to comply with all zoning, ..�-1w Budding and state laws and such orders as shall bf- Yy�' issued by the Building Department during pendency of this application a d final issuance of a uilding I permit. L 1AH 1 G {1VU- Signed ,v ` This Wan Is approve lect to the eonditlon that svL J-1 �:e,,in(ysor orders and ordinance regulating building shell be (� P compiwd with. ; BLJILM-':`3 DEPAF° 9 - E f v I, Conditionally Approved These filed with Building Inspector )µ' Clark • ;� ` ��}, late No. • _ + CONNECT TO EXISTING STUB AT STREET LINE ACTUAL FIELD LOCATION MAY VARY FROM THAT INDICATION. CONSTRUCTION ENTRANCE CONNECT TO EXIST. STUB F.L. TO MATCH EXIST. ROADWAY ELEV. 6" PVC FOOTING DRAIN 270.5t CONNECT TO EXISTING SAN. MH 8" PVC FL TO MATCH TF=274.66 EXIST. CONTRACTOR.TO FL=267.80 VERIFY ELEV. PRIOR TO CONNECTION) water wan a—�— — — N20' 0' 2"E �f. 1;20.00' c.L.&P. EASEMENT PROPOSED UNDERGROUND \ ELECTRIC•SERVICE \ \ $ \ I 6" PVC FOOTING DRAIN I I I \ \ c 2AOc. I �262At $ I I \ 1 2n.o LOT 65 (CY) \ N o* HOUSd 2�t.o LOT 62 N/F LACAVA .�5 a �, Aq� v N/F LACAVA CONSTRUCTION-W. \ cr (0 CONSTRUCTION CO. o ct co 1 N P OPOSEd N OPSOIL \ I R.Y. PROPOSED SILT FENCE I I LOT 164 I I 1 120.00' 1 11 f IS20'40'22"W1 I I I I I I I N 1 N � 1 a N 41 LOT-61 N/F LACAVA CONSTRUCTION CO. NOTE: THIS DRAWING HAS BEEN PREPARED IN PART ON THE BASIS OF A LIMITED INVESTIGATION OF SUBSURFACE CONDITIONS. THE SURVEYOR WILL NOT BE RESPONSIBLE FOR ANY ERRORS NOTES: OR OMISSIONS PERTAINING TO SUBSURFACE 1. THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH THE "STANDARDS CONDITIONS INCORPORATED INTO THIS DOCUMENT. FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT AS ADOPTED ABSOLUTELY NO DIGGING SHOULD TAKE PLACE BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON WITHOUT FIRST ACCURATELY LOCATING ALL SEPT. 26, 1996. FACILITIES. 2. THE TYPE OF SURVEY PERFORMED IS AN IMPROVEMENT LOCATION SURVEY AND IS ZONING DATA INTENDED TO_DEPICT THE POSITION (HORIZONTALLY AND VERTICALLY) _BETWEEN * OPEN SPACE SUBDIVISION AA-30 ZONE EXISTING AND PROPOSED IMPROVEMENTS WITH RESPECT TO THE APPLICABLE * AREA OUTSIDE OF 100 YEAR FLOOD LIMIT MUNICIPAL OR STATUTORY REQUIREMENTS. * LOT AREA = 21,000 S.F. OR 0.482 AC. 3. BOUNDARY DETERMINATION IS BASED UPON A DEPENDENT SURVEY. 4. THIS SURVEY CONFORMS TO CLASS A-2 HORIZONTAL ACCURACY AND T-2 MAP REFERENCE: VERTICAL ACCURACY. "RIDGEFIELD. SECTION IV, PROPERTY OF 5. THIS SURVEY IS NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL. LACAVA CONSTRUCTION COMPANY, FELT ROAD, TO MY KNOWLEDGE AND BELIEF THIS MAP IS RIDGEFIELD DRIVE, SUMMERWIND, SOUTH SUBSTANTIALLY CORRECT AS NOTED HEREON. WINDSOR, CONNECTICUT, SCALE 1"=40', DATE: DEC. 1987 " BY J.H. MILLER, LS, PE • APPLICANT: LACAVA CONSTRUCTION COMPANY B 185 SILAS DEANE HIGHWAY JOHN H. MILLER, P.E., L.S. SCALE IN FEET WETHERSFIELD, CT. 06109 TEL. 563-3711 LIC. NO. 4142 40 0 20 40 80 120 C�. ���s.� � �Qm�rL �C ✓�i�i��n c.�. gyp. Compiled _ Consulting Engineers, Land Planners & Surveyors P.C. Check 1137 Silas Deane Highway, Wethersfield, CT 06109, Tel.(860)563-9375 D n ed No D at e Description Drawn - 7) Revisions Checked W IMPROVEMENT LOCATION SURVEY Scale 1'—40' dr or ? Date 6 26 97 4j4�, a 14 PROPERTY OF Sheet Of LACAVA CONSTRUCTION COMPANY 1 1 3 0 4142 NO +t+2 SUMMERWIND o E„s������ <rcE��s�° LOT 64 Job No. o •. L SOUTH WINDSOR CONNECTICUT a File No. � 1 Fr� South Windsor BUILDING DEPARTMENT I To !HE This certified that this t'i^ "I'! za: L-t r -Imes of thr Frcpasc:, t-.., o. lir v..lcn-. rr.-cted Dt str«< / J rI`'Fi.deid l hhlreitr rl wp,Itl Gt�hrS t anC 1 I. S i. c.�,^dt r I ",d / io 67 L Ihl cat, 1"! f a t al,rf n "d t th t d n Ir, C.iL'hl3 sr. ,a r f: <<j "h—e �- RECVVEQ v JUL 23 1991 sDUTH NNDSOR ENG.DEPT. 9 CONNECT TO EXISTING STUB AT STREET LINE ACTUAL FIELD LOCATION MAY VARY FROM THAT INDICATION. CONSTRUCTION ENTRANCE CONNECT TO EXIST. STUB F.L. TO MATCH EXIST. ROADWAY ELEV. 6" PVC FOOTING DRAIN 270.5t CONNECT TO EXISTING SAN. MH 8" PVC FL TO MATCH TF=274.66 EXIST. (CONTRACTOR TO FL=267.80 VERIFY ELEV. PRIOR TO CONNECTION) vow main l a- PMc c k.20.00' ` ;� 10' C.L.&P. EASEMENT PROPOSED UNDERGROUND ELECTRIC SERVICE •; S m \ II I 6' PVC FOOTING DRAIN I \ P 22.]3' �_ 28.o I 41. 272.0 I 271u0 N LOT 65 I \ N fRcP0277 HOUSE rn LOT 62 N/F LACAVA cD - S 4 'R N/F LACAVA CONSTRUCTION�O- \ $ 22.00 �! I o CONSTRUCTION CO. 0 0 1 I I I I � c \ I N / P POSEd OPSOIL R.Y. S KPIL / I PROPOSED SILT FENCE I LOT 164 1 120.00' r S20'4J'22"'N I I N I cJ� 11 i co 1 N N LOT 61 N/F LACAVA CONSTRUCTION CO. NOTE: THIS DRAWING HAS BEEN PREPARED IN PART ON THE BASIS OF A LIMITED INVESTIGATION OF SUBSURFACE CONDITIONS. THE SURVEYOR WILL NOT BE RESPONSIBLE FOR ANY ERRORS NOTES: OR OMISSIONS PERTAINING TO SUBSURFACE 1. THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH THE "STANDARDS CONDITIONS INCORPORATED INTO THIS DOCUMENT. FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT " AS ADOPTED ABSOLUTELY NO DIGGING SHOULD TAKE PLACE BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON WITHOUT FIRST ACCURATELY LOCATING ALL SEPT. 26, 1996. FACILITIES. 2. THE TYPE OF SURVEY PERFORMED IS AN IMPROVEMENT LOCATION SURVEY AND IS ZONING DATA INTENDED TO DEPICT THE POSITION (HORIZONTALLY AND VERTICALLY) BETWEEN * OPEN SPACE SUBDIVISION AA-30 ZONE EXISTING AND PROPOSED IMPROVEMENTS WITH RESPECT TO THE APPLICABLE * AREA OUTSIDE OF 100 YEAR FLOOD LIMIT MUNICIPAL OR STATUTORY REQUIREMENTS. * LOT AREA = 21,000 S.F. OR 0.482 AC. 3. BOUNDARY DETERMINATION IS BASED UPON A DEPENDENT SURVEY. 4. THIS SURVEY CONFORMS TO CLASS A-2 HORIZONTAL ACCURACY AND T-2 MAP REFERENCE: VERTICAL ACCURACY. "RIDGEFIELD, SECTION IV, PROPERTY OF 5. THIS SURVEY IS NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL. LACAVA CONSTRUCTION COMPANY, FELT ROAD, TO MY KNOWLEDGE AND BELIEF THIS MAP IS RIDGEFIELD DRIVE, SUMMERWIND, SOUTH SUBSTANTIALLY CORRECT AS NOTED HEREON. WINDSOR, CONNECTICUT, SCALE 1"=40', DATE: DEC. 1987 " BY J.H. MILLER, LS, PE APPLICANT: LACAVA CONSTRUCTION COMPANY 185 SILAS DEANE HIGHWAY B JOHN H. MILLER, P.E., L.S. SCALE IN FEET WETHERSFIELD, CT. 06109 TEL. 563-3711 LIC. NO. 4142 40 0 20 40 80 120 cp Compiled .�. (� • ��� �em�.�n'>r �C ✓�i,�v� '�' �'Consulting Engineers, Land Planners & Surveyors P.C. Check 1 7 29 91 STAFF COMMENTS Designed 1137 Silos Deane Highway, Wethersfield, CT 06109, Tel.(860)563-9375 o Dote Description • Drawn R Revisions LFileNo. d IMPROVEMENT LOCATION SURVEY 1"-40' at d 6/26/97 10 vvvrr� PROPERTY OF Of LACAVA CONSTRUCTION COMPANY 3I 41, � No. 4142 SUMMERWIND o LOT 64 . L ` 4'"► n>, SOUTH WINDSOR CONNECTICUT v jUL 9 1997 South Windsor BUILDING DEPARTMENT. TO THE BUILDING DEPT. TOWN OF SOUTH This certified that this plan and specifications are to J. copies of the proposed building or alterations to L. erected at 17 Se,'m ..,�,�,�,—�� Street together with amendments stated in application ar. liled with plan and I agree to comply w rth all zoning Building and state laws and such orders aS _hnll t issued by the Building Department during pendent Cof this application and final issuance of a bolldln permit. Signed This plan Is approved subject to th.' c—drtl n the orders and ordinances regulating bidding Shall b complied with. Conditionally Approved These fil.•d with Building Inspector Glat► Date r