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Home My WebLink About05-51P_THOMAS S. JUNKIS ET. AL. RESUBDIVISION-SPECIAL EXCEPTION_FOSTER STREET7'I \\ \ A S 17-, R � S iJ lmo;� �V� S I O N / SPECIAL rX C E P �'I�N RECEDED NOV I � M05 SOUTH WINDSOR PLANNING DEPT. 4 nn T N\T T N\T (2 r_,0 a DTE r k - k w U U �...:/ C N' U &-2b \' G.—✓ %_Z=00' V V .1 V u'NN V CL—lb V e_6 Successors to Petersen & Hoffman i d'esign rofessionals, inc. S civil engineers • planners • surveyors landscape architects • gis • gps 165 South Satellite Road South Windsor, CT 06074 998 Farmington Avenue West Hartford, CT 06107 (860) 291-8755 FAX (860) 291-8757 www.designprofessionalslnc.com a c Y M OWWLSKQLP efivor Aw o KEMI D� Aw 74 10L Row a� A ' a9raiuos �g �� S/TE oWVE SST ° yF v� ANW 40, S 'fIACILL DESIGN PROFESSIONALS INC. LOCA T1ON PLAN 1 "=2000' 66-5 r MW TOWN OF "O5' AUTHORI THESE DRAWIN99 ARE THE PROPERTY OF DESIGN PROFESSIONALS, INC., AND HAVE BEEN / PREPARED SPECIFICALLY FOR THE OWNER/APPLICANT FOR THIS PROJECT. THEY ARE NOT "�`/'ji—}� TO BE USED FOR ANY OTHER PURP05E OR BY ANY OTHER PERSON OR PERSONS NOR REPRODUCED IN ANY MANNER WITHOUT THE EXPRE55 WRITTEN PMMIS51ON OF DESIGN ZJ'` PROFE55IONAL5, INC. DATE. THESE PLANS ARE INVALID UNLE55 THEY BEAR THE ORIGINAL SIGNATURE AND IMPRESSION SEAL OF THE PROFESSIONAL ENGINEER OR SURVEYOR. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-30OB-20 OF THE REGULATIONS OF CONNEC11CUT STATE AGENCIES — "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLOSE. TO THE BEST OF M_Y_.E AND BELIEF, Tl T a MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RICHARD P. MARTEL LIC. No. SUJITH WINDSOR PIANMING DEFT. (860) 875-2700 HOME (860) 604-2801 CELL V ll 1_J.L N/F 500' ABUTTER LIST MAP LOT NAME MAILING ADDRESS 66 5 COLLEEN H. LANZA 155 GREENWOOD DRIVE 66 32 LAURA M. SOCHA 9 BIRCH HILL DRIVE 66 33 UAN T. & SUSAN M. SAM 21 BIRCH HILL DRIVE 66 34 GLENN & BRENDA CHAISSON 31 BIRCH HILL DRIVE 66 35 JOANN CARON—PRESCOTT 41 BIRCH HILL DRIVE 66 36 RICHARD A. & CAROLE S. STROUD 49 BIRCH HILL DRIVE 66 37 KEVIN E. & MARGARET C. MINGUY 387 FOSTER .STREET 66 38 EVELYN M. MADDALUNO 61 BIRCH HILL DRIVE 66 39 CRAIG C. ANDERSON 77 BIRCH HILL DRIVE 66 40 DANI£L F. & ROBYN J. JONES 91 BIRCH HIL L DRIVE 66 47 EVANS £. ar ANiv—MAR%E AIM, /V/ BIRCH H'LL OR%YE 66 42 ROBERTS. & PATRICIA A. NOWAK 64 BIRCH HILL DRIVE 66 43 MARK A & KIMBERLY A. RICHARD 54 BIRCH HILL DRIVE 66 44 KURT & KIMBERLY N/EM/EC 42 BIRCH HILL DRIVE 66 45 THEODORE W. & ROXANNE L. HINDSON 28 BIRCH HILL DRIVE 66 46 ALIC£ KAPTONAK 18 BIRCH HILL DRIVE 66 47 DONALD R. & MURIEL J. PARILLE 6 BIRCH HILL DRIVE 66 48 ✓ULIEN & LYNDA OUIRION 453 FOSTER STREET 66 49 LORI 8. HART 459 FOSTER STREET 66 50 THOMAS S JUKN/S, JAMES A. ✓UKNIS 477 FOSTER STREET JEAN A. MURPHY, JOAN B. CONNORS & MARGARET S. COOKE 66 51 DONALD EUGENE & ✓OYCE ANN LAMB 480 FOSTER STREET 66 52 JOHN SALCIUS 470 FOSTER STREET 66 53 DAN E. & JUDITH D. .r'LMORE 460 FOSTER STREET 66 54 LAWRENCE M. COX & KIMBERLY J. PECKHAM—COX 470 FOSTER STREET 66 55 ROBERT D. & RITA G. GAGNER 442 FOSTER STREET RR SR 91rkdRO y .f 1edRFN .L C7dP/d d..Td FnSTFR STRFFT 78 16 HARRY L. & EDITH W. WELLES 623 AVERY STREET 78 17 DIANA M. SPRING 490 FOSTER STREET 78 18 LINDA ✓. HANSON 496 FOSTER STREET 78 19 BARBARA LAGACE 504 FOSTER STREET 78 20 ANGELO A & AUDR£Y W. LONGO 514 FOSTER STREET 78 21 EARLE F. & DOROTHY ARMSTRONG 522 FOSTER STREET 78 22 DENNIS A & DEBORAH S. MART/N 532 FOSTER STREET 78 50 GERARD & PATRh_IA P. PELLETIER 525 FOSTER STREET 78 51 RAFAEL A. & SANDRA GONZALEZ 523 FOSTER STREET 78 52 JOSHUA J. & LINDA P. KAPELNER 20 DEEPWOOD DRIVE 78 53 MICHAEL & KAREN A88RUZZESE 30 DEEPWOOD DRIVE 78 54 CAROL B. LEES 40 DEEPWOOD DRIVE 78 55 ROBERT E. & ANNE M. BEAULIEU 50 DEEPWOOD DRIVE 78 83 PAUL W. & SYDNIE R. COTE 59 DEEPWOOD DRIVE 78 84 DOUGLAS R. & DIANA G. BRANSCOMBE 49 DEEPWOOD DRIVE 78 85 ROBERT L. ✓R. & SARPARA L. BETTEKER 39 DEEPWOOD DRIVE 78 86 MIKE R. & ANNETTE' M. LYON 29 DEEPWOOD DRIVE 78 87 PAUL A & HELEN M. AITNER 19 DEEPWOOD DRIVE 78 88 DONALD M. & INARA 0. LARSON 509 FOSTER STREET 78 89 NANCY J. TOMASELLI 497 FOSTER STREET 78 90 FATIMA T. LOBO 78 BIRCH HILL DRIVE 78 91 CHARLES K. & ANNA S. WELCH 86 BIRCH HILL DRIVE 78 92 CALEB A. CADMAN 96 BIRCH HILL DRIVE 78 93 FRANK M. & WENDY J. LOMBARDO 108 BIRCH HILL DRIVE Zoning Data Block ZONE: AA-30 USE: RESIDENTIAL ITEM REQUIRED/ALLOWED PROVIDED LOT 1 PROVIDE[' LOT 2 Lot Area 30,000 sq. ff./ 46,878 sq. ff. 60,000 sq. ft.* 100,325 sq. ft. Lot Width 150 ft./225 ft.** 216.7 ff. 237.9 it. Min. Lot Depth 150 ft. 219.4 ft. 393.4 ft. Lot Coverage 15% 4.9% 2.2% Side Yard 20 ft. 40.0 ft. 77.0 ft. Rear Yard 50 ft. 63.0 ft. 122.0 ft. Front Yard 50 ft. 75.19 ft. 175.5 ft. SPECIAL EXCEPTION REQUESTED FOR SECTION 4.6 INTERIOR LOTS. * ALL INTERIOR LOTS SHALL HAVE A MINIMUM AREA WHICH IS DOUBLE THE: REQUIRED AREA FOR THE ZONING DISTRICT IN WHICH THE INTERIOR LOT IS ESTABLISHED. ** ALL INTERIOR LOTS MUST HAVE A WIDTH AT THE MINIMUM LOT WIDTH LINE EQUAL TO ONE AND ONE—HALF (1.5) TIMES THE REQUIRED LOT WIDTH FOR THE ZONING DISTRICT IN WHICH IT IS LOCATED. SHEET INDEX. 1 COVER SHEET " KEY MAP 2 PLOT PLAN 3 1 SITE PLAN DPI PROD. NO: 05-2120 DWG BY: RAM REV: OGTOBER 2(6, 2005 (OHANGE ORDER) DATE: AUGU5T 5, 2005 SHEE v 1 0 tow" sF m � `Tcrcun o_P Soum �%Ac 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CT 06074 f�OSaR cO`� TELEPHONE (860) 644-2511 October 17, 2005 CERTIFIED MAIL 7004 1160 0007 4128 1587 Thomas S. Juknis, et al 205 Sandstone Drive South Windsor, CT 06074 Dear Mr. Juknis: Re: Appl # 05-51P, Juknis Interior Lot We are pleased to advise you that the Planning & Zoning Commission voted on October 11, 2005 to approve with modifications the above referenced application for a Site Plan of Development and Special Exception to 4.6 for the creation of one interior lot. This approval is for the subdivision of property located at 477 Foster Street, AA-30 zone as shown on plans prepared by Design Professionals, Job No. dated 08-03-05, as revised. This approval is subject to the following modifications: 1. Drainage and construction for this lot is subject to approval of the Town Engineer. 2. The lot shall be services by the Town of South Windsor sanitary sewer system and are subject to the approval of the Water Pollution Control Authority prior to filing of mylars and issuance of building permits. 3. Water shall be supplied to this lot by public water. 4. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 5. Footing drains are required for the house. Prior to the building of any structure on a lot, a topographic map, drawn to a scale of 1" = 40', shall be submitted, showing proposed contours, elevations and the location of the footing drains. No building permit will be issued until the proposed contours, floor elevations and locations of footing drains have been approved by the Town Engineer. 6. If for any reason, finished grading and other site work is not completed, the Town Engineer shall determine the amount of a cash bond to ensure final grading and site work. This cash bond must be submitted prior to issuance of a Certificate of Occupancy. 7. No building permits will be issued until all modifications have been complied with, and the final plans have been filed in the Town Clerk's office. 8. An as -built plan is required prior to issuance of a Certificate of Occupancy per Section 4.13.10 of the zoning regulations. 9. The appv A locations of the house, garage and driveway are an integral part of this special exception in order to preserve existing trees. If modifications are proposed subsequent to this approval, neither the driveway nor the structures will be allowed to encroach any closer to the north property boundary. 10. If driveway site drainage bypasses the catch basin in the road, the applicant will need to resolve the problem to the satisfaction of the Town Engineer. 11. In the event the Fire Marshall determines existing turn around is unnecessary, a change order relocating the house further south should be submitted and handled administratively by the town staff. Black and white transparent mylars of Sheet ## 2 with the above modifications, together with three blueprint copies of the entire set of plans must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission must be reproduced on the mylars. After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department. The attached Special Exception form must be completed and filed in the Town Clerk's office. The special exception will take effect upon filing. Sincerely, -T t k , U,�1fZ�,U . Timothy H. Wentzell, Chairman Planning and Zoning Commission THW/rfs cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Design Professionals, Inc. NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. PROPERTY IS IN ZONE AA-30. 3. PROPERTY IS IN FLOOD ZONE X: AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN PER FIRM COMMUNITY PANEL NUMBER 090036 0007 D MAP REVISED: FEBRUARY 23, 2001. 4. HORIZONTAL DATUM: NAD '83. 5. NO WETLANDS INDICATED ON TOWN WETLANDS MAP. 6. PROPERTY AREA = 149,642 SQ. FT.. = 3.43 AC. 7. LOT 1 IS A CONVENTIONAL LOT; LOT 2 IS A PROPOSED INTERIOR LOT. MAP REFERENCES: 1. BIRCH HILL ESTATES, FOSTER STREET, SOUTH WINDSOR, CONN. PROPERTY OF U&R HOUSING CORP. SCALE fi"=10V DATE: JAN 21, 1963 BY HAYDEN L. GRISWOLD, C.E. 2. PROPERTY OF RICHARD JOHNSON & JUDY ERWIN 459 FOSTER STREET SOUTH WINDSOR, CONNECTICUT SCALE 1"=30' AUGUST 19, 1980 BY JOHN H. MILLER. LOT #26 BIRCH HILL ESTATES SUBDIVISION N/F FATIMA T. LOBO LOT #36 BIRCH HILL ESTATES SUBDIVISION N/F MIKE R. & ANNETTE M. LYON O I Pi"E \ .20• �2200, / LOT 2 \ AREA = 1SQ. FT. = 2.30 .30 AC. AREA BEHIND ACCESS WAY \= 91,432 So. FT. \ 2.09 AC. \ PROP. HOUSI TOW: 362.75 FF: 363.75 GAR:361.75 BSMT: 354.75 LOT ,#,35 BIRCH HILL ESTATES SUBDIVISION N PAUL P. & HELEN M. AITNER PROP. BIT. OF.IVE 175.53' 1 1 PROP. BIT. CURB r la. �o ^OC' 4 \ \ ' MAP 66 LOT 50 \• \ TOTAL AREA 149,642 SQ. FT. s8 F \ 3.43 AC. LOT #27 � BIRCH HILL ESTATES SUBDIVISION ` 4 N/F ` \ \ ROBERTS. & PATICIA A. NOWAK \ \ LOT #28 BIRCH HILL ESTATES .2 SUBDIVISION 8171' N/F / MARK R. & KIMBERLY A. RICHARD _ n x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH 2O-300b-20 LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE INFORMATION. ALL EXISTING UTILITIES SHOULD STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS BE FIELD VERIFIED PRIOR TO CONSTRUCTION. SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. 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 CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 10-26-05 CHANGE ORDER - REMOVE TURNAROUND RAM 12882 IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DA TE DESCRIPTION BY RICHARD P. MARTEL LIC. No. 2" PIPE N/F JULIEN & LYNDA QUIRION GRAPHIC SCALE 40 0 20 40 80 IN FEET 1 inch = 40 fiw OF ACCESS WAY 20 S.Y. 63' LOT #33 BIRCH HILL ESTATES SUBDIVISION N/F NANCY J. TOMASEW ACCESS WAY AREA = 8,893 SQ. FT. = 0.20 AC. 166z90' 94_55' `M� 0'_ S.Y. 2a.3 g 14.1 EX. HOUSE N_ 1 o oRc �I PATIO wood RAMP O/H IEX. GAR. U a FF:348.03 EX. BIT. DRIVE 7- 1 I LOT 1 > AREA - 46,878 SQ. FT. - 1.07 AC. , I \ 20' S83 42 +231.44, N/F (273.1' DEED) LORI B. HART PARCEL A TO BE CONVEYED TO AN ABUTTER AREA = 2,438 SQ. FT. = 0.05 AC. Tel. 860.291 • 8755 1 Fax 860.291.8757 . g lesign rofess'on Ps, 'nc, civil engineers • planners surveyors landscape architects • gis gps 165 South Satellite Road, South Windsor, Connecticut 06074 RESUBDIVISION PLAN PLOT PLAN DESIGN.• RAM DRAWN.• RAM I CHECKED: R, ✓oe No.: 2120 1D A 7F 08-03-05 DRAWING NO: 2120-2&3. dwo LEGEND 00 EXISTING IRON PIN p IRON PIN TO BE SET o EXISTING MONUMENT $ EXISTING UTILITY POLE EXISTING STONE WALL PROPOSED PROPERTY LINE EXISTING PROPERTY LINE t Oy,N S£I Jam/ /'+)� J t 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SO�R.co:+' AREA CODE 860 / 644-2511 October 21, 2005 Design Professionals, Inc. 165 South Satellite Road South Windsor, CT 06074 Attn: Becky Meyer, Project Engineer Re: Juknis Subdivision 477 Foster Street, South Windsor, CT Dear Ms. Meyer: The South Windsor Water Pollution Control Authority, at its regular meeting of October 4, 2005, gave approval for the connection to the Town's sewerage system to Juknis Subdivision located at 477 Foster Street, South Windsor, CT as more specifically shown on plans entitled "Thomas S. Juknis ET. AL., Resubdivision/Special Exception, 477 Foster Street, South Windsor, Connecticut", Prepared by Design Professionals, Inc., South Windsor, CT, Job No. 2120, Drawing No. 2120-2&3.dwg, Sheet No. 3/3, Dated 08/03/05 and subject to the following conditions: 1. Approval of the Planning and Zoning Commission. 2. Technical approval of the Town Engineering Department. 3. Final Authority approval and acceptance of the sanitary sewerage connection will be given once the sewer line has been installed and inspected by the Town staff, and based upon the written verification of the Town staff that. said sanitary sewer line was installed in substantial conformance with the design plans approved by the Authority, and meeting all '-'own regulations and appropriate technical specifications relating to sanitary sewer construction. This approval letter must be superimposed on the final approval plans. Very truly yours, / Joseph J.Carino, Chairman Water Pollution Control Authority JC:ead Cc: Michael J. Gantick, Director of Public Works Jeffrey Doolittle, Town Engineer Marcia Banach, Director of Planning Christopher Dougan, Chief Building Inspector Galen B. Semprebron, Dc=_.ign Professionals PROPERTY SURVEY/RESURVEY PREPARED FOR: THOMAS S. JUKNIS, JAMES A. JUKNIS JEAN A. MURPHY. JOAN B. CONNORS AND MARGARET S.TRCOOKE SHEET 3 LEGEND 0 EXISTING IRON PIN p IRON PIN TO BE SET 0 EXISTING MONUMENT FXI�TING I JTll ITY PQI F EXISTING CATCH BASIN AND PIPE EXISTING SANITARY MANHOLE AND PIPE - - - - EXISTING WATER MAIN S SANITARY LATERAL W WATER LATERAL F FOUNDATION DRAIN EXISTING STONE WALL - - EXISTING CONTOUR --- PROPOSED CONTOUR O PROPOSED SANITARY CLEANOUT .. . . . EXISTING TREELINE PROPOSED TREELINE PROPOSED PROPERTY LINE - EXISTING PROPERTY LINE \ EXISTING WELL EXISTING SPOT GR/IDE LOT #26 BIRCH HILL ESTATES SUBDIVISION N FATIMA T. LOBO /A c� La Lj Li Li W 000 00 0 0 0 0 ❑ O 0 p O 6" CT D.O.T. 2" STONE TO BE PLACED 00 0 p 003 OVER FILTER FABRIC MATERIAL Z 000000 000 0 0 E SEE SEDIMENT AND EROSION Loo O 0 0 3001 SHEET FOR PAVEMENT WIDTHS ❑oo 3 00 00❑ Oo 000 Oo 00❑ 00 01 000 EDGE OF PAVEMENT THRU STREET ANTI -TRACKING APRON N.T.S. LOT #36 BIRCH HILL ESTATES SUBDIVISION N/F MIKE R. & ANNETTE M. LYON \ E / PROP. TREELINE` SILT FENCE (TYP.) Ai % A PR T01 FF: / GAI SI / LOT 2 AREA 100,325 SO. FT. s 2.30 AC. AREA BEHIND ACCESS WAY E - 91,432 SQ. FT. � E 2.09 AC. 0 LOT #27 BIRCH HILL ESTATES SUBDIVISION N/F ROBERTS. & PATRICIA A. NOWAK NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. PROPERTY IS IN ZONE AA-30. 3. PROPERTY IS IN FLOOD ZONE X: AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN PER FIRM COMMUNITY PANEL NUMBER 090036 0007 D MAP REVISED: FEBRUARY 23, 2001. 4. HORIZONTAL DATUM: NAD '83. 5. VERTICAL DATUM: NAVD '29. 6. NO WETLANDS INDICATED ON TOWN WETLANDS MAP. 7. PROPER I Y AREA � 149,642 SQ. FT.. = 3.43 AC. 8. ALL UTILITIES COMING FROM THE STREET WILL BE UNDERGROUND. 9. SOME TREE LOCATIONS ARE APPROXIMATE (NOT FIELD LOCATED). 10. FOOTING DRAIN AND ROOF LEADERS TO DICHARGE TO PROPOSED DRYWELL. TEST PIT TO BE EXCAVATED AND SOIL CONDITIONS EVALUATED BY A PROFESSIONAL ENGINEER PRIOR TO INSTALLATION OF DRYWELL. ALTERNATIVE TO INSTALLATION OF DRYWELL IS TO CONNECT FOOTING DRAIN AND ROOF LEADERS TO PROPOSED CATCH BASIN WITHIN FOSTER STREET. 11. EXISTING TREES TO BE REMOVED INDICATED WITH "X" ON PLAN. 7 TREES OF 10" CALIPER OR GREATER TO BE REMOVED TO ACCOMMODATE DRIVEWAY AND UTILITIES. MAP REFERENCES: 1. BIRCH HILL ESTATES, FOSTER STREET, SOUTH WINDSOR, CONN. PROPERTY OF U&R HOUSING CORP. SCALE 1"=100' DATE: JAN 21, 1963 BY HAYDEN L. GRISWOLD, C.E. 2. PROPERTY OF RICHARD JOHNSON & JUDY ERWIN 459 FOSTER STREET SOUTH WINDSOR, CONNECTICUT SCALE 1"=30' AUGUST 19, 1980 BY JOHN H. MILLER. 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 10-26-05 CHANGE ORDER - REMOVE TURNAROUND IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION 1. SET POSTS AND 5N PG 3LO POSTS EXCAVATE A R" `" TRENCH U FOR STABILITY POST UPSLOPE FROM POSTS. SILT AND SELF- FENCING I.LGAIYIIYG. �YI 95�L 12" MIN. -...- 3. ATTACH FILTER FABRIC TO THE WOODEN POSTS AND EXTEND IT INTO THE TRENCH LOT #35 BIRCH HILL_ ESTATES LOT #28 I BIRCH HILL ESTATES , SUBDIVISION I � N/F MARK R. & KIMBERLY A. RICHARD i GRAVEL BASE J 8" DEPTH AFTER COMPACTION PLACLJ IN TWO COURSES CROSS SECTION BITUMINOUS CONCRETE DRIVEWAY N.T.S. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. RAM 12882 BY RICHARD P. MARTEL LIC. No. 2. STAPLE THE SILT FENCING TO THE END OF THE POST 4. BACKFILL THE TRENCH AND COMPACT THE EXCAVATED SOIL. 583 4'=•`23144' L (273.1' DEED�~ N/F ) LORI B. HART o ONVEYED ECB ■ ` TF: 318.95 ECB • TF:318.88 I I■ " ■ I 1■ ■ ■ I }■ r I SNET2448t1 W/TRANSFORMER15 ■11 -.+.. �, 1 Or 'r M I■ I■M � r ■ I ESMH I ■ „�? r �. TF: 328.79 X ti 1■ FL:316.49 � S ■ r I Q. FT. ■ r 1 �+ ■ r SNET2447t ■ W/TRANSFORMER SPRUCE 4PROP. ' TYPE C-CB Y�qn 1 `. ,■ 35._. I■ 1r NORTH OF ECB TF-.MATCH EXISTING ICE (TYP. OAK+ ■ I INV:MATCH EXISTING 1 1Z '8'+ I 1 OAK , PROP. SAN. LATERAL ■ FL- 323.62f 3 2 ■ , , FL t STORM:328.18 ■� ROP. SAN. CONNECTION ® =15.1'L ■ FL- 323.421 \ I I■ r r\ l■� F ANTI -TRACKING APRON �® 6"-2" STONE OVER W_ . I■ t ' 44 LTA FILTER FABRIC GRAPHIC SCALE 40 0 20 40 80 IN FEET ) 1 inch = 40 ft. ECB 1P.9 TF:337.51 z FL:333.71 I� y f1 �SNET5069 N 1 BITUMINOUS CURB ■\ , r i TF: 340.72 ■ - < FL:330.87 �■ S EX. ■ 1 MAILBOX Ir C �a$,I I; a, 1 1 1■ 41 1 j ■ � N gF� 1■ ■ 1 ZME _ ■ 1 ■ 1 o ■ ■ ECB TF:345.83 JI* FL(15"): ''*2 1 11 1 ` 1 1 1 Ik SNET10171 � � 1 �S ESMH TF: 347.34 FL: 338.09 A APPLICATION OF GRADE V-7 3/8= PVMT_ CROSS -SLOPE cn w LU in �- WH X Q e ip W U) N N Uj w Z W U U) w rn (J J Z NOTES: 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED, PAINTED AND GROUTED WITH CEMENT. 2. LADDER RUNGS SHALL BE PRO- VIDED IN CATCH BASIN WHERE HEIGHT OF STRUCTURE EXCEEDS B FEET. 3. IN SANDY SOILS APPLY DAMP- -.0-ING QN ALL F^v'v'R IYALLS. 4. RED BRICK NOT TO BE USED. 5. WHERE PRECAST CONCRETE UNIT IS USED FOR SUMP THE TOP OF THE UNIT SHALL BE AT LEAST 6" BELOW THE BOTTOM OF THE PIPE OUTLET FROM THE CATCH BASIN. 6. WHERE MASONARY CONCRETE UNITS ARE USED CORBELLING WALL BE PERMITTED. MAX. CORBEL TO BE 3". NO PROJECTION SHALL EXTEND IN- SIDE OF LIMITS. 7. ADJUST FRAME ELEVATION WITH BRICKS 6" TO 12" 8. PROVIDE MINIMUM 2'-0" OF COVER OVER PIPE AT BELLS 9. PROVIDE 6" OF 3/4" TRAPROCK UNDER EACH STRUCTURE AT BASE. -1'-1 5/8"- BRICK LEVELERS 1--- 4'-8 3/4" ---1 7 a `CLASS 'C' CONC. " f w 3 OR PRECAST CO C. BLOCK it 4.# 4'-4" --I CLASS 'C' CONC. 5'-4' SECTION B-B SECTION A -A TYPE 'C' CATCH BASIN not to scale FINISH GRADE 3-5/8' M.M. 1 COVER ADJUST TO GRADE IMTM CONCRETE MANHOLE BLOCK 00 CaAD®® ® ® O ® , 2' BROKEN STONE VARIES p c ®® ® ® n n 171;9 Ld Ld 1G I--m r3=?l v-� ICSI IQI 1 ` J F?1 n n =�J 6.J 61 ® ® ® pdOD ®® ® ® ® ® ® ®® pdpD 4" 8'-0" DIA. 2' 8'-0" DIA. All Around DRYWELL INSTALLATION DETAIL NOTE: NOT TO SCALE DRYWELL TO BE ROTONDO 8 FOOT DIAMETER PRECAST - HEAVY DUTY OR APPROVED EQUAL LAWN/ CROSS-COUNTRY STREETS/ PAVED AREAS STREETS/ LAWN/ PAVED AREAS CROSS-COUNTRY SEE PAVEMENT DETAIL SEE PAVEMENT DETAIL 1 4" Min 4 Min. T I APPROVED GRANULAR NON -ORGANIC BACKFILL MATERIAL PLACED AND O. % 1. 12" 0 COMPACTED IN ONE FOOT (MAX.) LIFTS D O ' 12" 0 0 Q Q 0 0. . . 0 WARNING TAPE PER CONN. GENERAL Q STATUTE 16-345, AS AMENDED, 0.ry PLACED 12" (MIN.) TO 24" (MAX.) �. ABOVE THE TOP OF THE PIPE. O BANK RUN GRAVEL FILL O _ PLACED AND COMPACTED 0 0 SAND BLANKET IN 6" LAYERS. NO STONE LARGER THAN 0 1-1/2". MATERIAL {' 12" SHALL MEET D.O.T. PIPE, AS SPECIFIED M.02.05 d 1/2 O.D. 1/2 O.D. PIPE 3/4" BROKEN TRAPROCK PIPE 1 /2 O.D. PIPE 4 4 4 4 4 4 4 4 4 4 3/4" CRUSHED STONE BEDDING MATERIAL IN ROCK EXCAVATION OR 1 /2 O.D. PIPE 4 d d 6" Min. Q a 4 4 a 4 4 a 4 4 a d AS DIRECTED BY THE ENGINEER. THE MATERIAL SHALL MEET D.O.T.- ,_ 4 4 4 4 Q 4 a Q 4 4 6" Min. 4 n 4 M.01.01.21 FOR 3/4" STONE. BACKFILL TO � ' ' TERUNE OF PIPE a Q WHEN USING POLYETHYLENE OR A.B.S PIPE. 12" PIPE 1 12 12 PIPE 12" 1 TYPICAL SANITARY SEWER TRENCH SECTION NOT TO SCALE IA Tel. 860.291 • 8755 RESUBDIVISION PLAN Fax 860.291.8757 emsNgn SoTE PLAN rofessionals, inc.. DESIGN: I?AM DRAw.I?AM CHECKED: R civil engineers • planners surveyors landscape architects • gis • gps ✓OB NO.: 2120 DATE: 08-03-05 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: 2120-2&3.dwG TYPICAL STORM DRAIN .TRENCH SECTION NOT TO SCALE PROPERTY SURVEY/RESURVEY PREPARED FOR: THOMAS & JUKNIS, JAMES A. JUKNIS JEAN A. MURPHY, JOAN B. CONNORS A�jN�jD�MAR�jGj�jA�Rj�ET S%.jj�jC�O�O°�K°Ejj� 4 U U !i" OS" 11d l" S !i J USISe Ji SOUTH H WINDSOR, CONN ECTRICUT SHEET 3, 11,