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Home My WebLink About05-72P_THOMAS R. & SARA G. FRAIZE SUBDIVISION-SPECIAL EXCEPTION_CLARK STREET�ll.lunnN �NIINrNII .,.il I�. ... I.I I'I• JJ.IdLl,l:llll,l�. .�NIII I,,.. I,I:IIiNlll 'il. Il.nll;l'I Ili.il �pinunllll 'NI• :II'I:I'.Iilll .IIIII.NII.I'ly, "[I glil. ..il IlJlulll •��N �... II � I I II I,I;I I � ; II I II IIIIIII � I LII q I I! IIIII I I II Ilil 4,p�ll I' I II IIIII . I I,I., IIIIIUpimnilpl "dl II In'u m,ll�l�;l 1 I ► I I I I I dull IIIII III III .I� I (( .' I I II�16 II IIIIIII II •'i 11 ll� I II I � IIII. qll I' dillll I I II I I �II II Illllilal!NIII8GI1il I I III I I. . ►IIIIIII IUlnulll �, ' � ...:Igll IP' III►IIII►III I.. Ona'll II I ,.. 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I!o... dlllll lllucnnaillllllll. .�u I linil�u01111111 SUBD:VISION /SPECIAL ION � P. 7, AA T D V TrR-\� T�9 iri. 0 q nn T TIFL-711 WA N�'Mn q, nn T-D) (P- nn NN NN P'_ P 7 rF'III 1� T'l lr\\ N/F ' LOT NAME (NOW OR FORMERLY) MAILING ADDRESS I 50 3 GERICH, ELIZABETH J. 1457 ELLINGTON ROAD 4 CASSETTARI, CHRISTINE 1483 ELLINGTON ROAD 5 OSUMAH, MUHAMMED & KAREN F. 41 BRAMBLEBRAE ROAD 6 CYR. DAWN 1519 ELLINGTON ROAD 7 TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE 8 SOUTH WINDSOR LAND CONSERVATION TRUST INC. PO BOX 415 EAST WINDSOR HILL CT 06028 * 9 CONNErTICUT LIGHT & POWER CO. PO BOX 270 HARTFORD, CT 06141 * 10 PARLAPIANO, FRANCIS & KIMBERLY 1571 ELLINGTON ROAD * 11 ANDROSS, STEVEN & JILL M. 1581 ELLINGTON ROAD 12 FRAIZE, THOMAS R. AND SARA G. 861 CLARK STREET 13 FRAIZE, THOMAS R. AND SARA G. 861 CLARK STREET * 14 BERMAN, JON D. & RUSSO, FRANK WAYNE 819 CLARK STREET * 15 WALDRON, STANLEY 861A CLARK STREET 16 SAVI BANK OF ROCKVILLE PO BOX 660 ROCKVILLE, CT 06068 17 UNITED STATES POSTAL SERVICE 850 CLARK STREET 18 GRANCHELLI, PETER & LISA A. 7 DEMING STREET 19 JAMIL, MUHAMMAD & HUMERA 17 DEMING STREET 24 SIENA, CYNTHIA B. 778 CLARK STREET * 32 TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE 51 48 TOWN CENTER OF SOUTH WINDSOR LLC 1744 ELLINGTON ROAD 63 7 SOUTH WINDSOR LAND CONSERVATION TRUST INC. PO BOX 415 EAST WINDSOR HILL, CT 06028 8 1610 ELLINGTON ROAD ASSOCIATES 1610 ELLINGTON ROAD 9 CONNECTICUT RIVER WATERSHED COUNCIL 15 BANK ROW GREENFIELD, MA 01301 10 CONNECTICUT LIGHT & POWER CO. PO BOX 270 HARTFORD, CT 17 BAER, VIRGINIA W. ET AL 141 MAIN STREET WETHERSFIELD, CT 06109 ZONING DATA BLOCK ZONE: RR —RURAL RESIDENTIAL/INTERIOR LOT REQUIRED PROVIDED MIN LOT AREA* 40,000 SF/80,000 SF 209,771f SF*** Miiv LOT WID—iri** i W /7no C.� I �� 200 A7R 7' T, �•� 409.6' MIN LOT DEPTH FRONT YARD 50 N/A SIDE YARD 20' 21.0' REAR YARD 50' 51.0' MAX. BLDG. HEIGHT 30'/2.5 STORIES <30' MAX % LOT COV. 10% 6.2% MAX % IMP. COV. N/A N/A 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 V','IDTH AT 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. *** EXCLUSIVE OF ACCESS AREA A■ so=■=qp ■lL■!\!=V Mr.r.1 IIVVCIi 1 COVER SH EE_� 2 PLOT PLAN 3 TOPOGRAPHIC 4 DETAILS DWG BY: RAM DPI PROJ: 1978 PLAN REV: FEBRUARY 23, 2006 REV: JANUARY 26, 2006 REV: JANUARY 17, 2006 DATE: DECEMBER 2, 2005 SHEET 1 (gTE 30) ON R0AD C10ySNET234 WF706 CONN. LIGHT & POWER CO (Q7 SNET2353 APPROX. LOC. `/�EX. SHED i FRANCIS KIMBERLY \ PARLAPIANO i a' \ / WF18 \ WF19 n 532A/�g 3 MpP WF100 WF, 2 I I f I I I W o Ig O t•`O� ci to LAWN AREA l0 32,284 S.F. z I� (0.74 AC.) r n. r ,� w I I I _ I S65.3 59HE _ J I _.. .•�1� I',i EXIST. WIRE WNCE iX X 120• .�•-- x X N R. & SARA BAIZE STEVEN & JILL M. ANDROSS S59� ..• J •� �� ^ I WF12 WF17 WF13 9 l WN 4 I � z WFt6 ` w WF15 I Ell00 sf tt N o rj • I . I l� i I f 1� I PROP. 11 21.00' GARAGE 79.0FI- SLAB: - - - - - - - - - - - - - - - - - _EXIST_GRAVEL FARM ROAD___ - -� PROPOSED BiT. DRIVEWAY I PROP. HOUSE a U06GAR:79.0( TOW:80.00 5 FF: 81.00 m .50' 4.00'8 n 5.67 N 01 I-yu- ,_RIGHT OF WAY IN FAVOR OF- CONNECTICUT LIGHT & POWER, CO. 20 S-Y MAP REFERENCES 1. "PLAN SHOWING LAND TO BE ACQUIRED FROM STANLEY WALDRON, TOWN OF SOUTH WINDSOR" 1"=200', 11-12-65, NO. 17304-F, THE CONNECTICUT LIGHT & POWER CO., BERLIN CONNECTICUT. 2. PLAN PRFPARED FOR "TOWN OF SOUTH WINDSOR WEST -SIDE CLARK STREET, SOUTH WINDSOR" 1"=100' JUNE 21 1999 BY MEEHAN & GOODIN, MANCHESTER CT. 3. "SITE PLAN FOR LAW OFFICES PREPARED FOR JON D. BERMAN & FRANK W. RUSSO." BY DESIGN PROFESSIONALS, INC. S. WINDSOR 1"=40', 5/21/90. 4. "ASBUILT OF SANITARY SEWER CONSTRUCTION, ELLINGTON ROAD AREA, SOUTH WINDSOR, CT, ELLINGTON ROAD STA 59+00 TO 72+00." BY JAMES P. PURCELL ASSOCI^,TES. GLASTONBURY CT. 1"=40' HORIZ 1"=4' VERTICAL SEPTEMBER 1976. 5. "RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR EAST HARTFORD-WAPPING ROAD, FROM WAPPING CENTER WESTERLY ABOUT 5,200 FEET ROUTE NO. 15." OCTOBER 1932, PROJECT #132-01 SHEET 1 OF 2 1"=40'. 6. TOWN OF SOUTH WINDSOR ASSESSOR'S MAP #50. Z u o Z m 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD REVISIONS BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO 3 2-23-06 ADD APPROVAL LETTERS RAM 2 1-26-06 REVISE DRIVEWAY NOTE TO REFLECT GRAVEL RAM CONSTRUCTION. 1 1-17-06 ADn IWC APPROVAL LETTER RAM 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 TELEPHONE (860) 644-2511 December 23, 2005 Certified 4700204600001974441514 Design Professionals, inc. Attn: Becky Meyers 165 South Satellite Road South Windsor, CT 06074 RE: Appl. 905-72P - Fraize House Site, RR Rural Residential zone Dear Ms. Meyers: At the December 21, 2005 regular meeting, the Inland Wetlands Agency/Conservation Commission approved with conditions application #05-72P - Fraize House Site - IWA/CC application for a residential house site and associated utilities at 861 Clark Street, RR Rural Residential zone. This approval is subject to the following conditions: i. One blueprint copy of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission. This must be completed within 65 days of approval prior to any construction activity on the -site. Plans submitted to Phl ming & Zoning Commission shall be considered having met this requirement. 2. The application shall indemnify and hold harmless the Town of South Windsor against any liability, which might result from the proposed operation or use. 3. The permit is valid for five years and shall expire on December 21, 2010. It is the landowner(s)/applicant(s') responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. All approvals re,i fired must be obtained and submitted prior to any activity on the site. 5. A contact person shall be: identified on the plans. Fraize House Site December 23, 2005 Page 2 6. We recommend a bond in the amount of $2,000 be submitted to the Planning & Zoning Commission to ensure compliance with the erosion and sediment control measures. 7. Stone check dams must be placed before and after the existin- culvert. 8. The plan should reflect the proposed grading and topography that will remain undisturbed. Very truly yours, INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION A WAtnIQr Elizabe A. Warren, Chairperson EW:dr cc: Chief Building Official g to... a�a( �. �S 6W& �1 G a C 1540 SULLVAN AVENUE • SOUTH WINDSOR. CT 06074 '4OSobC�H�4 TELEPHONE (860) 644-2511 CERTIFLED MAIL, # 70041160 0007 4128 2263 January 26, 2006 Thomas R. and Sara Fraize 861 Clark Street South Windsor, CT 06074 Dear Mr. and Mrs. Fraize: Re:. Appl #05-72P, Fraize Subdivision/Special Exception We -are pleased to advise you that the Planning & Zoning Commission voted on January 24, 2006 to approve with Tr ';fications the above -referenced application to approve a Special exception to Article 4.6 of the Zon:ag Regulations and minor subdivision for property located at 825 Clark Street, RP. zone. 1. Drainage and construction for this lot is subject to the approval of the Town Engineer. 2. The lot shall be serviced 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" = 401, shall be submitted, showing proposed contours, elevations and the location of the footing drains: No building permit will be issued untilthe proposed contours, floor elevations and location 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 'f c work. This cash bo_ 'must be submittal 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 approval locati ,,c 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. Engineering comments dated 111 V06 must be addressed to the Town Engineer's satLsfaction. 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 he stamped and signed. The letters of approval of this Commission as well as the Inland Wetlands Ageney/Conservation 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 life OfHoc 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. taw" 9�•( %. O-P13V&U&O& 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 sop Co�� AREA CODE 860 / 044-2511 February 16, 2006 Becky Meyer, Project Engineer Design Professionals, Inc. 165 South Satellite Road South Windsor, CT 06074 Re: 825 Clark Street South Windsor, CT Dear Ms. Meyer: The South Windsor Water Pollution Control Authority, at its regular meeting of February 7, 2006, gave approval for the connection to the Town's sewerage system for proposed residential home located at 825 Clark Street; as more specifically shown I plans entitled "Thomas R. & Sara G. Fraize, Subdivision/Special Exception, 825 Clark Street, South Windsor, Connecticut", Prepared by Design Professionals, Inc., Job No.: 1978, Sheet No.: 3/4 "Topographic Plan", Dated 12/02/05 with revision dates 1/17/06, 1/26/06 also Sheet No.:4/4 "Detail", Dated 12/02/05 with revision dates 1/17/06, 1/26/06, and subject to the following conditions: 1. A private easement between 'he two property owners must be obtained, reviewed and approved by the Town Attorney, 2. Technical approval of the Town Engineering Department, 3. Final Authority approval and acceptance of the sanit - sew, rage 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 Town regulations and appropriate techrlcai specifications relating to sanitary sewer construction. This approval letter must be superimposed on the final approval pi:,• •,. Very truly yours, Joseph 3. Carino, Chairman Water Pollution Control Authority JC:ead Cc: Michael J. Gantick, Director of Public Works Jeff Doolittle, Town Engineer Marcia Banach, Director of Planning Chris Dougan, Chief Building Inspector Thomas R. and Sara G. Fraize, Applicants � n /- iO STANLEY WALDRON SEE NOTE 4) ��-- --- - Zo s• . i 325 86 HE 3 'ro1,3g"W $62 06'15 IF - �R.t"VE FF•R�•1 ROAD �- / -- --- _ 12' Gf1AV64 . - JON N IF PRO?OSEo U. BERMAN &\ \ FRANK WAYNE RUSSO tp \ w °s . �� IACCESS AREA cS ��'� W d QR REAR LOT AREA a 78,194 S.F. Q' N I L 1 1.79 AC;. \ 209,771 S.F. a {� 4.81 AC. I w \ o .Q gl of Z \ II 5 w 20' S:Y uj 4 Do --- .EXIST. WIRE FENCE ...•-"•Xv Y X X X I X X x X- y-'� ....... N TOWN OF SOUTH WINDSOR NOTES 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. TOTAL AREA OF PROPERTY = 287,965 SQ. FT. (6.61 AC.) ACCESS AREA = 78,194 S.F. (1.79 AC.) REAR LOT AREA = 209,771 S.F. (4.81 AC.) 3. PROPERTY IS IN ZONE RR. 4. THE PROPERTY LINES AS DEPICTED HEREON WERE DETERMINED BY STANLEY R. WALDRON. 5. PROPERTY IS IN FLOOD ZONE X - AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN - PER FIRM COMMUNITY PANEL NO. 090036 0006D REVISED FEBRUARY 23, 2001. 6. ELEVATIONS BASED ON AS -BUILT SANITARY SEWER STRUCTURES GIVEN BY THE TOWN OF SOUTH WINDSOR ENGINEERING DEPARTMENT. 7. INLAND WETLANDS IDENTIFIED BY HIGHLAND SOILS, LLC IN MAY 2004 AND OCTOBER 2004 AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH 2O-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. RICHARD P. MARTEL 12882 LIC. No. GRAPHIC SCALE 40 0 20 40 60 ( IN FEET ) 1 inch = 40 ft. Sincerely, �K..d �� td.kChairman Planning & Zoning Commission PK/bmm cc: Zoning/Wetlands Enforcement Officer Chief Building Official Assessor Fire Marshal Town Engineer Becky Meyer, Design Professionals R Tel. 860.291 8755 Fax 860.291 8757 es■ign in c.- nc. civil engineers • planners surveyors �I landscape architects • gis gps 165, South Satellite Road, South Windsor, Connecticut 06074 PLOT PLA DESIGN: RAM DRAWN: RAM ( CHECKED: RPM, JOB NO.: 1978 DA TE:• 12-02-05 DRAWING No.: JOBS1197811978-BASE.DWG PROP. BIT. APRON Cr S' , 1g12Q DOSE%, ;,� LEGEND • IRON PIN TO BE SET 0 EXISTING IRON PIN EI EXISTING MONUMENT `QJ EXISTING UTILITY POLE EXISTING PROPERTY LINE - - - EXISTING EASEMENT BOUNDARY REGULATED AREA INLAND WETLANDS ZONE LINE OWNER/APPLICANT: THOMAS R. AND SARA G. FRAIZE 861 CLARK STREET SOUTH WINDSOR, CT 06074 TEL. (860) 648-1303 RESURVEY PREPARED FOR: THOMAS R. & 05111 RA O. FRAIZE � b5 CLA�K STREET SHEET 0 5 ESMH TF:64.73 SAWCUT CONTgAQTpR TO CONFIRM - ESMH / PAVEMEN�NVERT PRIOR TO TF:71.60 / STRUCnON OF INV:60.50t SANITARY LATERAL INV:59.86't 301 ♦d, �Q� SNET233 VdA�R MP\N/ -RO •� �L / / MP\N. ZAP 0 LING. ^ g '" ANTI -TRACKING PROW 6"�2" STONE 0 R / vAPPROX.�LOC. Stoll, Li'L _ _ _ _ ; � EX. HOUSE \P SPN•. g Q ' ° 9" HEMLOCK FILTER FABRIC / , , (SEE DETAIL) Mft , SNET234 - - � _ � µq 06 ! X 10" HEMLOCK i 07 •OG 14" HEMLOCK s ESMH - 7:66.43 1 T 12"\HEMOCK ` ,; INV-58:00t �� / /N7A9S ` - / 7 18" "HEMLOCK - w 2' 2'-_MINIMVM_CO- OVER PIPES-CL 3 GAS SS 1' INV: 1NULA�D_ MINIMUM SEPARATIO 5.78 SAN. 6 o _ P OPPT.N264""' CP 2 AHLPOUT:62. 7 3 WATER 6" MIN. ISAND COVER I / \ C. , IN.61.86 - / ( ;5 1 • 7" HEMLOCK _ 1 / I M APPROX. LOC. N 1 ` 12' ` 9 / / EX. SHED STEVEN & JILL M. I\` ♦ ♦ O MLOCK j ANDROSS 1a' ' ) ` �/ / _ y SOIL TYPE DESCRIPTION SILT FENCE (TYP.) - / BxB Buxton silt Foam (3-8% slopes) 5" / Moderately well drained, silty soils, slowly permeable .40 I `' I 6 OPVC 2.0%Ma / A• E EoB Elmwood very fine sandy loam (3-8% slopes) \ ` si �" " ��'+ Moderately well drained, moderately coarse to medium textured soils 1 \ 10" HEMLOCK - ° th / g59.51 /' Ma Made land -• surface soil & subsoil have been stripped and filled \` N� - SEEDING MIXTURE �� 0.21' / SOILS NOTED WERE TAKEN FROM SOIL SURVEY, HARTFORD COUNTY BY USDA SEEDING MIXTURE 13 FRANCIS do KIMBERLY TYPE III (SLOPES) �� 10 20 / SOIL CONSERVATION SERVICE, SERIES 1958, NO. 14 ISSUED FEBRUARY 1962 DISTURBEDTYPE 1I AREAS 10" \ 13\ PARLAPIANO / / 6'L N - ^ ' v±Fn ` ' - "'� AND ARE APPROXIMATE \ ` 7" HEMLOCK 20 /+'�3on/ SI T FENCE (TYP.) / , -..�-- --"'- \ ♦ I` 80. 5 /EXIS 9NG M i Y -- - 7 m_ XISTING GRADE zo REMAIN SEEDING THIS AR BEGINNING ER OF_ BA BANK TObEPLANTE MIXTURE A TO BE NO SOONER K AND 50'_FROMOPOF TYPE II MOWED ANNUALLY THAN WITHI AUGUST O PROPOSED MAX. FROM TO BEI SEEDING------,,,,,0 III -_-_ GRADE a_ 13.1 SLOPE 30 _BOTTOM_ PLANTED MIXTURE TOTAL HEIGHT OF -BANK WITH -TYPE _ _ 8. f �. 15TH. O - _ - 2.5't W O -- -- - - - o� Mi APP OX. 23' _ Y. APPROX 73' 0' -. U - 6" HEMLOCK a O EX. 4 PIPE ♦ \ / 15 FL: 66.47 ,♦ \ \ SEE INSET A \ NW686^'Y�e ^ / d`''�- -'�� \\. ♦\ ~"F'L� / 2 I CONN. LIGHT de POWER CO. 6 _ NF17 v\s•Z's SEEDING MIXTURE _ _ is _6 _ p 8 5 TYPE IV IN y 0 ' 1 - ` - ` •..- 5 4" _ 6D DISTURBED WETLAND AREAS s ' 70 72 o Z \ 5" INSTALL UTILITIES AND SET 24' CM P �6 1Y 1 ? . . G ♦ \ \ CULVERT TO PROVIDE MINIMUM 12" OF - �6 '�� REGRADE AREAS AT flO a \ 5""� ` \ \ ODIFlED. RII MAX. SLOPE OF 3:1 y 0 �O \ S_ \ ♦ - - WF14\ (� CLEARANCE BETWEEN BELL OF CULVERT AND pro / / it EN SIPA ;.; LOAM, SEED & STABILIZE. Z �� \ BOTTOM OF SANITARY PIPE AND MINIMUM ' " -'' t ` O 5" _ _ - O SLOPE OF 1% WITHIN CULVERT. INSTALL y 2 s� 6 ' / 1 ^ ♦ `1 / z INSULATION ON SANITARY LATERAL MAIN �(j$ y ' i�. t, \ } / t^ W 4" \ / MINIMUM 2' COVER OVER SANTARY AND GA $ ' f • 7 y ` f:l k = i_: 1 ] . 1 ` ` ` LU LU PIPES. �C INSTALL 2' STONE CHECK DAM DOWN?iLOP2/ _ � F, A' 6" 6' \ `\1�' WF15� N / 100' S-4.4X / t >' ''1 O ,a" \ . ♦ 1 ,, II OF CULVERT DURING CONSTRUC710N r,,; \ v •1 � 3 INCORPORATE STONE INTO BASE 8F'BANK' 6" PVC WHEN CONSTRUCTION IS COMPLE g� ` ` • 11 EX.DIRT MOUNDS \ . 4"0 ` } (SEE DETAIL)EX. 15 LF 36" CRIP �� '•� :"!�''1:: `\ (A FL IN:62.97 a / ' "'> / EX. TREES , .ti;?�:`,- .. \ TO REMAIN ` _ _ O FL OUT:62,62 / , / .r... I \ N T• NO EX. DIRT 7 \ ANTI -TRACKING APRONC. ti MOUND ` 1 6"-2" STONE OVER 15" SPF irE SILT FENCE (TYP.) \ \ I FILTER FABRIC (SEE DETAIL) \ \ I PROP. BIT. APRON 1 1P / I N M / \ ♦ I 0. 2 Z ' ;D of / \ ♦ 1 � � 12_ I THOMAS R. do SARA G. _ �� `♦ �� r� - r- i - 1 /"w1, \ ,_ .�. `J \EBARY SEEDING MIXTURE 2.0 FRAIZE ♦ v ♦ ♦ ♦ cfv / 15" SPRUCE TYPE II IN , I . \ ` \ \ / / C. DISTURBED AREAS rt I IN :71.64II \I ♦♦\(TYP.) SILT FENCE N� � I STANLEY WALDRON NOTE F1.0 I \ - - I $62p615 E SEE �Y;"", �•- /. ��4.01'35" i / / /, PROP. SHER o EoB I \ - - - - , \ 438.04 .. ' FLOOR:76.0 Q6' ♦ .I I _ _ - ` �..►•"" _-- = .r' _ ' / , PROP. 21. _ . RR 1 \ GARAGE - . - wnarr FAN•A Root �. �/ / / SLAB: 79.0 EDGE OF PINES ` t. -r. i i i i' _- i i i _ ► 2r 49'------+-- ��---------------- �- /r r - - - - - - - ' 12 GftAVE4 OR GR ROSS SLOPE) / / - _-- EXIST. GRAVE FARM ROAp / -• i�?'� 1 1vEWA N r I I INV 6� - �- - I- -- -- _ - - - - - - - _ - `. PROPOSED \ JON D. BERMAN & 1 .. / I 1pp' S-2.0 6" pVd NV:75.64 -$- - INV:77.24 4 --- I N RAIN GRAVEL / �'.' �/ \ \FRANK WAYNE RUSSO - , "" PROPOSED BIT. DRIVEWAY ADEpDE T� ` \ I \ 1 \ I \\ +rr _ r `_ ♦ I 2.71 �u --- _� -� - I_---._�7a_ . ___-_ \` `` - ' a0. ��tS: a PROP. HOUSE �O - - \ \ O ` \ \ W \ I 1°1• CAR:79.00 a � N \ \ \ c0 1n g TOW. 5 I +� / w \ 1n o ` ACCESS A,RE.A \ I v', X \ ! : O _ _ _ I 3 FF:81,00 / - _ c \ - \ f , o s\ p LAWN AREA �; -'- - - - _ - - 78,194 >.F. \ O. \ N w REAR LOT AREA ¢ - - N w _ 1.79 AC, \ .t ♦ I 32,284 S.F. do $ ' 209,771 S.F. I a \ \ . , i �\ \ ` \ `z (0.74 AC.) o M 0.50Id 4.000 / 4.81 AC. a1w ` \ , ♦ SILT FENCE (TYP.) w - - \ ` ♦ ` i i` I� 7s _ . 1 I I ' I I 1 ` ` ♦ ` .` 6"'.P ' p S,s� SEEDING -MIXTURE �" +r ` s �"' ' ' 0a1 1 ' ? p . \ \ - \ \ \ I `� ` \ LEGEND i \ \ 270 F. ♦ \ TYPE I _18_ _ _ - ` WI ' Z I �Z+ \ \ 0' S.Y. I \ cr IN LAWN AREA - - CL ,' w \ \ \ _N � -�-'-1 _ / 1 ` \ • IRON PIN TO BE _T M I\ _ 6 00 ` �� \ ♦ ♦ , ' -r qT - - "- - ` WI X I_ - - '-�'' `XIST. VA FENCE X_ \ �- ` X` X - ,.� ' / E ' ® EXISTING IRON PIN 1 , \ I , , _ _ _ X o EXISTING MONUMENT Sr �9� �,��- I - - - - -76- - X X . �r`1 II "J - __ .._ --''- ---- �.�+'� / EXISTING UTILITY POLE �' ..-� EXIST. WIRE \ X X •-_.1 X - "` 1 X00_ _ "... EXISTING SANITARY MANHOLE AND PIPE 20 s• ^ ` 9" � 1 � 12" OAK � i f1 16" OAK ._-.•-r-^- i- � ` 1 1 ' � � �/ EXISTING WATER MAIN AND HYDRANT 00 � � � � - G - P� ' POSED GAS SERVICE F_01N�USTZI 67.55 RIGHT OF WAY IN FAVOR OF965.58 -S - PROP. 6" PVC SANITARY LATERAL (S=2.0% MIN.) RODENT- � � i ~" � c CONNECTICUT LIGHT &POWER, CO.00-,,,,•....-^^ +.,,..-�"W � � � - " \ SCREEN -- ^�- �- - s + �.� +� j45g•30'21 ' ' ` ' ' = = _ - - - _ _ �.�' �-- o PROPOSED SANITARY CLEANOUT ♦ iC68,28 o"� - 6 - W - PROPOSED WATER LATERAL M � BX �,_ +�•- \ 1 , � ' _ _ _ - F -PROP. 6" PVC FOUNDATION DRAIN (S=1.0% MIN.) i ' ' 6 r / / -ETC- PROPOSED ELEC/TEL/CATV SERVICE z ...•---- TOWN OF SOUTH WINDSOR - / - ' / 0 - 939 - EXISTING CONTOUR +r + NOTES 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. MAP REFERENCES 1. "PLAN SHOWING LAND TO BE ACQUIRED FROM STANLEY WALDRON, TOWN OF SOUTH WINDSOR" 1"=200', 11-12-65, NO. 17304-F, THE CONNECTICUT LIGHT & POWER CO., BERLIN CONNECTICUT. 2. PLAN PREPARED FOR "TOWN OF SOUTH WINDSOR WEST -SIDE CLARK STREET, SOUTH WINDSOR" 1 "=100' JUNE 21 1999 BY MEEHAN & GOODIN, MANCHESTER CT. 3. "SITE PLAN FOR LAW OFFICES PREPARED FOR JON D. BERMAN & FRANK W. RUSSO." BY DESIGN PROFESSIONALS, INC. S. WINDSOR 1"=40', 5/21/90. 4. "ASBUILT OF SANITARY SEWER CONSTRUCTION, ELLINGTON ROAD AREA, SOUTH WINDSOR, CT, ELLINGTON ROAD STA 59+00 TO 72+00." BY JAMES P. PURCELL ASSOCIATES. GLASTONBURY CT. 1"=40' HORIZ 1"=4' VERTICAL SEPTEMBER 1976. 5. "RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR EAST HARTFORD-WAPPING ROAD, FROM WAPPING CENTER WESTERLY ABOUT 5,200 FEET ROUTE NO. 15." OCTOBER 1932, PROJECT #132-01 SHEET 1 OF 2 1"=40'. 6. TOWN OF SOUTH WINDSOR ASSESSOR'S MAP #50. o u o Z m I 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD REVISIONS BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO 2 1-26-06 PER ADD'L TOWN ENGINEER COMMENTS RAM CONSTRUCTION. 1 1-17-06 PER TOWN ENGINEER COMMENTS RAM 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IkI IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY 2. TOTAL AREA OF PROPERTY = 287,965 SQ. FT. (6.61 AC.) ACCESS AREA = 78,194 S.F. (1.79 AC.) REAR LOT AREA = 209,771 S.F. (4.81 AC.) 3. PROPERTY IS IN ZONE RR. 4. THE PROPERTY LINES AS DEPICTED HEREON WERE DETERMINED BY STANLEY R. WALDRON. 5. PROPERTY IS IN FLOOD ZONE X - AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN - PER FIRM COMMUNITY PANEL NO. 090036 0006D REVISED FEBRUARY 23, 2001. 6. ELEVATIONS BASED ON AS -BUILT SANITARY SEWER STRUCTURES GIVEN BY THE TOWN OF SOUTH WINDSOR ENGINEERING DEPARTMENT. 7. INLAND WETLANDS IDENTIFIED BY HIGHLAND SOILS, LLC IN MAY 2004 AND OCTOBER 2004 AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. 8. STABILIZE LAWN AREAS WITH SEEDING MIXTURE TYPE I. STABILIZE ALL NON LAWN AREAS WITH SEEDING MIXTURE TYPE 11. 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. 12882 RICHARD P. MARTEL LIC. No. 10 �0 .72 ._ REGRADI ' IMMIREa P / MAX. SL _ ' 11' ;.:'.:..::.: 7 3.4 4 LOAM, S r ENERGY DISSIPA / - (SEE D.ET .,. \ 100 S-4.4% :.�. n a 14 , \ 6 PVC EX. DIRT INSET A - 22" MOUNDS > EX. TREES SCALE: 1 = 20 Tel. 860.291 8755 GRAPHIC SCALE Fax 860 291 8757 TOID U_UG1P 1�C� PLAN 40 0 20 40 80 e s ' n ( IN FEET) Irofessionals, 1ne. DESIGN. RAM DRAWN RAM CHECKED: RPM1GBS 11 civil engineers • planners surveyors 1 inch = 40 ft. I landscape architects • gis gps JOB NO.: 1978 1DATE.• 12-02-05 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: J08SA'978/1978-BASE.DWG ----PROPOSED CONTOUR ht as EXISTING SPOT GRADE x6L,9s PROPOSED SPOT GRADE EXISTING TREELINE -- EXISTING PROPERTY LINE - - - EXISTING EASEMENT BOUNDARY REGULA"=D AREA INLAND WETLANDS SILT FENCE -• ZONE LINE - " SOILS OWNER/APPLICANT: THOMAS R. AND SARA G. FRAIZE 861 CLARK STREET SOUTH WINDSOR, CT 06074 TEL. (860) 648-1303 RESURVEY PREPARED FOR: THOMAS R. & SARA G. FRAIZE 025 CLARK STIR E FT SOUTH V V uN1Ll eyO�CONNECTICUT SHEET 3, SEDIMENTATION AND EROSION CONTROL NARRATIVE 1. PRIOR TO THE START OF CONSTRUCTION, FILTER FABRIC BARRIERS OR HAYBALES SHALL BE INSTALLED IN CONFORMANCE WITH "GUIDELINES FOR SOIL EROSION AND SEDIMENTATION CONTROL" AS PUBLISHED BY THE CONNECTICUT COUNCIL FOR SOIL CONSERVATION SERVICE. SUCH MEASURES SHALL BE MAINTAINED IN PLACE UNTIL SUITABLE PERMANENT VEGETATION IS ESTABLISHED. 2. HAYBALES AS SHOWN TO BE BUTTED TIGHTLY END TO END AND STAKED IN PLACE USING TWO 2" x 2" x 36" WOODEN STAKES PER BALE. 3. HAYBALES TO BE PLACED SO THAT STRING DOES NOT COME IN CONTACT WITH THE GROUND. 4. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY. 5. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN AGENCY. 6. ANTI -TRACKING APRONS SHALL BE INSPECTED REGULARLY TO ENSURE PROPER OPERATION. STONE TO BE ADDED TO OR REPLACED AS REQUIRED, AND CONTRACTOR WILL BE RESPONSIBLE FOR SWEEPING EXISTING ROADS AS REQUIRED. 7. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD CHIP MULCH OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. 8. ALL DISTURBED SLOPE AREAS IN EXCESS OF 3:1 SHALL IMMEDIATELY RECEIVE MULCH AND TEMPORARY SEEDING IN ACCORDANCE WITH THE FOLLOWING RECOMMENDED APPLICATION RATES: MULCH: RATE: HAY OR STRAW 90# / 1000 S.F. TEMPORARY SEEDING: RATE: PERENNIAL RYEGRASS 1.0# / 1000 S.F. 9. CONTRACTOR SHALL INSTALL SOD WHERE REQUIRED TO STABILIZE BASE OF SWALES ON SITE. 10. FOR AREAS WITHIN THE STREAM CORRIDOR THE FOLLOWING SHALL APPLY: a. ESTABLISH A HABITAT MANAGEMENT AREA 50' FROM THE TOP OF BANK WHICH SHALL REQUIRE ANNUAL MOWING BEGINNING NO SONNER THAN AUGUST 15TH AND WILL ACHIEVE A MEADOW SITUATION FROM MAY -AUGUST b. SEEDING SHALL BE KENTUCKY-31 TALL FESCUE ® 3.60 LBS/1,000 S.F. c. ANNUAL INSPECTION IS REQUIRED IN THE CULVERT AREA TO ADDRESS ANY SEDIMENT ACCUMULATION WHICH MAY OCCUR. THE AREA SHALL BE DREDGED ACCORDINGLY TO ENSURE CONTINUED STREAM FLOW. d. CLEAT PERPENDICULAR TO SLOPE IN AREAS OF REGRADING, THEN SEED AND HAY MULCH TO STABILIZE e. REGRADE VERTICAL SLOPES NEARING CULVERT TO AVOID COLLAPSE. MAINTAIN MINIMUM 1' OF COVER OVER TOP OF PIPE. f. PLANT LEGUME CROWN VETCH 30% UP FROM BASE OF BROOK FOR STABILIZATION. g. ESTABLISH 2" STONE RIP RAP ON BOTH SIDES OF CULVERT DURING CONSTRUCTION FOR PONDING OF WATER AND SEDIMENT ACCUMULATION. INCORPORATE STONE INTO BASE OF BANK WHEN CONSTRUCTION IS COMPLETE. h. FOR ADDITIONAL SEEDING SEE SCHEDULE BELOW. CONSTRUCTION SEQUENCE 1. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR AND THE OWNER SHALL HAVE A PRE -CONSTRUCTION MEETING WITH THE TOWN OF SOUTH WINDSOR. 2. THE SURVEYOR SHALL STAKE -OUT THE LIMITS OF CLEARING AND GRUBBING. 3. INSTALL ANTI -TRACKING APRON AT ENTRANCE DRIVE AS SHOWN ON THE PLANS. 4. THE CONTRACTOR SHALL COORDINATE WITH THE PROPER AGENCIES FOR RELOCATION OF ANY UTILITIES OR SIGNS. 5. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AT LIMITS OF CLEARING AND GRUBBING. MAINTAIN ALL CONTROL MEASURES AS CONSTRUCTION PROGRESSES. 6. REMOVE TOPSOIL FROM AREAS OF DISTURBANCE AND STOCKPILE IN THE LOCATIONS AS SHOWN ON THE PLANS. RING SOIL STOCKPILES WITH SILT FENCE IMMEDIATELY AFTER CREATION. ESTABLISH VEGETATION ON SOIL THAT IS TO BE STOCKPILED FOR LONGER THAN 30 DAYS. REFER TO SEEDING SCHEDULE FOR VEGETATIVE COVER OF DISTURBED AREAS. 7. CUT AND FILL ALL AREAS OF CONSTRUCTION TO SUBGRADE ELEVATIONS. IMMEDIATELY STABILIZE SLOPED AREAS WITH HAY MULCH OR BY HYDROSEEDING. 8. PLACE PAVEMENT, CURBING, AND LOAM, SEED AND MULCH OR HYDROSEED ACCORDING TO SEEDING SCHEDULE. ESTIMATED START DATE FOR CONSTRUCTION - SPRING 2006 ESTIMATED COMPLETION DATE FOR THE PROJECT - FALL 2006 SEEDING SCHEDULE ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10 OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135 POUNDS PER 1000 SQ. FT. 1. LAWN GRASS SEED MIXTURE - SEEDING MIXTURE TYPE I (LAWN AREA): BLUEGRASS BLEND (3 VARIETIES) 50% OF MIXTURE CHEWINGS RED FESCUE 30% OF MIXTURE PERENNIAL RYEGRASS 20% OF MIXTURE APPLICATION RATE: 4.50 LBS PER 1000 S.F. WITH WOOD HYDRO -MULCH a 1200 LBS. PER ACRE. 2. SEEDING MIXTURE TYPE II (LOW MAINTENANCE) TALL FESCUE (3 VARIETIES) 70% OF MIXTURE PERENNIAL RYEGRASS 10% OF MIXTURE CREEPING RED FESCUE 10% OF MIXTURE ALSIKE CLOVER 5,o OF -"11XTURE REDTOP 5% OF MIXTURE APPLICATION RATE: 3.50 LBS PER 1000 S.F. WITH WOOD HYDRO -MULCH EQUAL TO CONWED 3000 OR APPROVED EQUAL AT 1200 LBS. PER ACRE. 3. SEEDING MIXTURE TYPE III (SLOPES)* CORONILLA (CROWN VETCH W/INOCULANT*) 58% OF MIXTURE MANHATTAN VARIAL PERENNIAL RYEGRASS (NURSE CROP) 22% OF MIXTURE RED FESCUE (NURSE CPOP) 10% OF MIXTURE BLACKWELL SWITCHGRASS (NURSE CROP) 10% OF MIXTURE *USE 4 TIMES AMOUNT WHEN HYDROSEEDING HYDROMULCH IN PLACE SEEDING WITH CONWED 3000 OR APPROVED EQUIVALENT 1400 L '3 PER ACRE AND INSTALL NORTH AMERICAN GREEN EROSION CONTROL BLANKET MODEL S150BN OR APPROVED EQUAL. 4. SEEDING MIXTURE TYPE IV (WET AREAS) WESTMIX SEEDING MIXTURE FROM NEW ENGLAND WET PLANTS, INC. SEEDING RATE IS ONE POUND PER 2,500 S.F. WITH SUPPLEMENTAL NURSE CAP OF WINTER WHEAT IF REQUIRED. 5. UPLAND LOW MAINTENANCE AREAS KEN LUCKY-31 TALL FESCUE ® 3.60 LBS/1,000 S.F. 6. TEMPORARY VEGETATIVE COVER SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 PERENNIAL RYEGRASS 100% APPLY ONE POUND PER 1,000 SQ. FT. WITH WOOD HYDRO -MULCH EQUAL TO CONWED 3000 OR APPROVED EQUAL AT 1200 LBS. PER ACRE. o 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY u o z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m 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 IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. 2 1-26-06 PER ADD'L TOWN ENGINEER COMMENTS RAM 1 1-17-06 REVISE SANITARY SEWER DETAIL RAM NO. DATE DESCRIPTION BY ANGLE POSTS 1. SET POSTS AND 2. STAf THE SILT 5' ANGLE O S EXCAVATE A 6%6" TRENCH FENCING TO THE FOR STABILITY POST UPSLOPE FROM POSTS. SILT END OF THE POST AND SELF- FENCING CLEANING. 95 L 12" MIN. 3. ATTACH FILTER FABRIC TO 4. BACKFILL THE FILTER THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT FABRIC IT INTO THE TRENCH THE EXCAVATED SOIL. COMPACTED BACKFILL �II- '' CONSTRUCTION OF S`,'NTHETIC FILTER BARRIER N.T.S. y <;y 4 y 1(_ i S. y S 12' I IKENCH MIN. WIDTH MIN, VARIES SEE TYPICAL TRENCH SECT10 SECTION NOT TO SCALE roo 6" CT D.O.T. 2" STONE TO BE PLACED Z pp OVER FILTER FABRIC MATERIAL OCJ SEE SEDIMENT AND EROSION to N SHEET FOR PAVEMENT WIDTHS �U THRU STREET ANTI-TRA(,wNG APRON N.T.S. SAW I IIT AND SEAL JOINT WITH TACK COAT M 04.01 1' 01, 1 1/2' (COMPACTLD) CLASS 2 BITUMINOUS -CONCRETE SURFACE COURSE (OR MATCH EXISTING, IF GREATER) M 04 - 2' OR 1 112' (COMPACTED) CLASS 1 OR 2 BITUMINOUS CONCRETE BINDER LLURSE ( OR - MATCH EXISTING, IF GREATER) (COMPACTED) ROLLED GRAVEL BASE. (COMPACTED) PROCESSED GRAVEL SUBASE OVER COMPACTED SUBGRADE (OR MATCH EXISTING, IF GREATER) (TRENCH P: FILL) M.02- GRADE, B (OR PROCESSED TRAPROCK) NUIES 1, ALL SAW CUT AND SEALED JOINTS TO BE EITHER PARALLEL WITH, OR PERPEN- DICULAR TO, THE CENTERLINE OF THE PIPE. 2, ALL MATERIALS ARE TO MEET FORM 814A, AS AMENDED PERMANENT PAVEMENT PATCHING DETAIL Tracing Wire (Wind wire around corporation) ALL WORK WITHIN THE STATE R.O.W. SHALL MEET THE CURRENT STATE OF CONNECTICUT P17PARTMENT OF TRANSPORTATION SPECIFICATIONS, INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: TRENCH BACKFILLING: SHALL BE PLACED IN SIX-INCH (6") LAYERS AND COMPACTED BEFORE SUCCEEDING LAYERS ARE PLACED OR, IT SHALL BE PLACED IN SUCH LAYERS AND COMPACTED BY SUCH OTHER MEANS AS ARE APPROVED BY THE STATE INCLUDING THE USE OF A SUITABLE HOEPAC MACHINE OR BY JETTING. IN ALL CASES 90% COMPACTION SHALL BE ACHIEVED THROUGHOUT THE TRENCH AREA. EXCAVATIONS IN OFF -PAVEMENT AREAS ARE TO BE PROPERLY BACKFILLED TO SUBRADE LEVEL AND WHERE APPLICABLE, TOPPED WITH FOUR INCHES OF LOAM AND EITHER SODDED OR SEEDED. GROWTH MUST BE ESTABLISHED IN GRASSED AREAS BEFORE CANCELLATION OF THE PERMIT. SIDEWALKS DISTURBED BY CONSTRUCTION SHALL BE REPLACED TO PROPER LINE AND GRADE AND SHALL CONFORM TO LOCAL TOWN REQUIREMENTS. TIGHT SHEETING SHALL BE USED TO PROTECT THE HIGHWAY WHEN AND AS DIRECTED BY THE STATE DEPARTMENT OF TRANSPORTATION REPRESENTATIVE. ALL OR PORTIONS OF THE SHEETING SHALL BE DRAWN OR REMAIN IN PLACE AS DIRECTED. BITUMINOUS PAVEMENT: SHALL CONSIST OF TEN INCHES (10"), MEASURED AFTER COMPACTION, OF SUBBASE, UPON WHICH SHALL BE PLACED NOT LESS THAN SIX INCHES (6"), MEASURED AFTER COMPACTION; OF ROLLED GRAVEL BASE, UPON WHICH SHALL BE PLACED THREE INCHES (3"), MEASURED AFTER COMPACTION, OF TWO -COURSE BITUMINOUS CONCRETE, COMPACTED TO 95% DENSITY. (PREMIXED BASE MAY BE REQUIRED IN SUBSTITUTION OR ROLLED GRAVEL BASE WHERE THE EXISTING PAVEMENT THICKNESS EXCEEDS THREE Ii -HES UP TO THE THICKNESS OF EXISTING PAVEMENT ENCOUNTERED, BUT NOT TO EXCEED SIX INCHES, OR WHEN PREMIXED BASE IS OTHERWISE ORDERED IN SUBS-11TUTION OF ROLLED GRAVEL BASE BY THE STATE.) ALL PAVEMENT SHALL BE CUT TO STRAIGHT LINES AND SQUARE CORNERS AND SHALL BE PAINTED WITH APPROPRIATE ASPHALTIC MATERIALS. AFTER THE FINAL PAVEMENT HAS BEEN PLACED AND COMPACTED, THE JOINTS SHALL BE SEALED WITH 85/100 ASPHALT OR AN APPROVED SUBSTITUTE. BRIC ION O.A.E.) I MVUIr ItU KIY KAI' PIPE DIAM. A B C D E F G H WT RIP -RAP IN TONS 24 17' 10' 2-1/2' 1-1/2' 1' 8' 2-1/2' 5-1/2' 15 ENERGY DISSIPATOR DETAIL nts EDGE OF PAVEMENT 5' Min. Cover 22.5' Corporation Service Line - Water Main WATER SERVICE DETAIL 1-1/2' Cover GEOTEXTILE IF NECESSAR GRAVEL BA_.._ J 8" DEPTH AFTER COMPACTION PLACED IN TWO COURSES CROSS SECTION BITUMINOUS CONCRETE DRIVEWAY ROW Line Rod Curb Stop Wind tracing wire around curb stop AI T C IV. I .J. o... ...0 ....... Q ... FILTER FAr RIC .. .o.'o. .0 6...... ci...... ...... ..---�MIRAFl 140S OR EQUAL (IF REQUIRED - SEE PLANS) WIDTH OF GRAVEL DRIVE TO BE 8" ROLLED GRAVEL AS SPECIFIED ON PLANS. GRAVEL CRIVE DETAIL IN LINE CLEANOUT TYPIE NOT TO SCALE PIPE SIZE PER PLAN 0 1 M N I Ii1 Nm_ts,.-- m I A NOT TO SCALE VIEW LOOKING UPSTREAM NOTES: NOT TO SCALE 1. KEY STONE INTO THE DITCH BANKS AND EXTEND INTO THE ABUTMENTS A MINIMUM OF 18" TO PREVENT FLOW FROM FLANKING THE CHECK DAM. 2. THE MINIMUM DESIGN CAPACITY SHALL CONVEY A 2 YEAR - 24 HOUR PEAK FLOW. FLOW` 4VA FLOW LCT DOT NO.3 STONE (CRUSHED) GEOTEXTILE �IFNECESSARY RIES SECTION A -A (NOT TO SCALE) STONE CHECK DAM INSTALLATION IN BROOK S\n*,- OPPER 6"-30' BEND !/ EDGE OF PAVEMENT 6" Y BRAN( 'I WOOD 2"x 2" STRIP TO BE CARRIED FROM SEWER TO ---- SURFACE OF GROUND 6" Y BRANCH PROPOSED SANITARY SEWER PROPERTY LINE- 6" Y BRANCH I .1 STOPPER 30' BEND ED STONE NNTING REQUIRED) MATERIAL IN CONNECTION TO BE SAME AS MAIN SEWERS TYPICAL SANITARY SEWER HOUSE CONNECTIONS NOT TO SCALE NOTES: 1. ALL HOUSE CONNECTIONS TO BE LAID TO GRADE OF 1 /4" PER FT. MIN. AND CARRIED TO THE EDGE AS SPECIFIED BY THE ENGINEER. 2. "Y" SPACING AS DIRECTED. OF PAVEMENT OR PROPERTY LINE CL �^I' 4" min, topsoil Warning tape per Conn. General Statute section 16-345, as amended, placed 12" 4-1 4(min.) to 24" (max.) above the top of �A �, 12 Q� � 64 Q� Q =� ��n 4. Aphproved granular non -organic Class I material v U Q Q v 0 Q - O Q �! 44 0 Sand blanket .12.... _ ......................... 6" insulated PVC SDR-35 - Filter Fabric (around pipe and traprock) 1/2 O.D. 6" PIPE f- 3/4" Broken Traprock 1//2 O.D. U 3/4" Crushed stone bedding material - a 6' PIPE in rock excavation or s directed by the engineer. The material shall meet D.O.T. M.01.01.21 for 3/4" stone. Backfill to centerline of 12" Min. pipe when using Polyethylene or A.B.S. pipe. " " " ' " " " 24" RCP culvert in brook ........... Clean fill within brook Install rip rap around culvert to prevent erosion. 4" gravel base °....°° 44 4°4 4 °4°°°° °°°°4° 4 SANITARY SEWER LATERAL SECTION THROUGH BROOK NOT TO SCALE Tel. 860.291 8755 Fax 860.291 8757 lesign 1fri,o w w s s' O n a I s,, inc. DESIGN.- RAM DRAWN• RAM CHECKED.• GBS civil engineers • planners-urveyors landscape architects • gis gps JOB NO.: 1978 DATE. 12-02-05 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: J086/1978/1978-BASE.DWG 12" 4" min. topsoil - Approved granular non-organi(. Class I material Warning tape per Conn. General Statute section 16-345, (-.3 amended, placed 12" (min.) to 24" (max.) above the top of the pipe. Sand Blanket 6" insulated P'., SDR-35 Filter Fabric (around pipe on i traprock) ,�3/4" Brcken Traprock 3/4" Crushed stone bedding material - in rock excavation or as directed by ` the engineer. The material shall meet D.O.T. M.01.01.21 for 3/4" stone. Backfill to centerline of pipe when using Polyethylene or -�- Top 24" RCP culvert A.B.S. pipe. F 12" O.D. 12" PIPE SANITARY SEWER LATERAL TREK"CH SECTION NOT TO SCALE OWNER/APPLICANT: THOMAS R. AND SARA G. FRAIZE 861 CLARK STREET SOUTH WINDSOR, CT 06074 TEL. (860) 648-1303 PREPARED FOR: SHEET THOMAS' R. & III 7.CX G.:7RAIZE 4 � b5VJSeAll�lliV 57�15e14�T SOUTH III WUNDSOR, cONN ELL,' 1cUT X4