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Home My WebLink AboutSand Hill Road PW Street File 40% 44 III 1540 SULLIVAN AVENUE SOUTH WINDSOR. CONN. 06074 f�dsoR•co�'� AREA CODE 203/644-2511 January 19, 1995 Resident 254 Sand Hill Road South Windsor, CT 06074 Dear Resident: It is a standard procedure of the Street Services Division to evaluate each plow route for any safety obstructions prior to the release of our crews. It has been noted that on January 12, 1995, snow had been blown, pushed, or shoveled onto the roadway in front of your property after our plows had come through for their last pass. We are striving to keep our streets clear for the motoring public, as well as emergency vehicles. We would appreciate everyone's help in reaching this goal. If the snow in front of your property has been placed there by your contractor, please remind them of the Town ordinances. If, while clearing your driveway or sidewalk, you placed the snow in the street, please try to distribute the snow differently to eliminate this from becoming a problem. If you have any questions, please feel free to contact me at 644-2531. Sincerely, Scott C. p Street Services Specialist SCL/gh cc: Michael J. Gantick, Director of Public Works Melvin Stead, Jr., Street Superintendent Sergeant Gerald Lewis, South Windsor Police Services STATE OF CONNECTICUT MEMBERS TRAFFIC COMMISSION Commissioner of Transportation Department of Transportation Commissioner of Public Safety Commissioner of Motor Vehicles 24 Wolcott Hill Road • P.O. Drawer A Wethersfield, Connecticut 06109 Phone : 566-5228 May 21 , 1990 Sergeant Thomas C. Hart Police Services 151 Sand Hill Road South Windsor CT 06074 Dear Sergeant Hart: Subject: Geometry Study Route 73 at Sand Hill Road Town of South Windsor This is to confirm receipt of your letter dated May 1 , 1990. The letter, which describes the turning movement problem, will be forwarded to the Bureau of Highways ' Office of Traffic Engineering for review. You will be contacted by a representative of that office during the course of their study. Very truly your`, Wi iam W. Stoeckert Executive Director An Equal Opportunity Employer Y S 0.NN S£q P 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 '►�soR•Co AREA CODE 203/644-2511 May 8, 1981 Willie G. & Katherine Jones 304 Sand Hill Road South Windsor, CT 06074 Dear Mr. & Mrs. Jones: The Town of South Windsor will be furnishing you with a lateral within the next few weeks, which will provide .you with future access to the Sanitary Sewer System. Attached is a drawing showing the proposed location of the lateral. Prior to your connecting to the Sanitary Sewer System, a connection fee shall have to be paid to the Town; also, an assessment fee will be established by the South Windsor Sewer Commission. ; « If you have any questions, please contact Mr. Page or myself at 644-2511, Extension 22, within the next week so that we may answer your questions and concerns, prior to the start of construction. Very truly yours, TOWN Or SOUTH WINDSOR o, i Dianna-Jo Li sk Assistant Project Engineer w DL:bw a Attachment r E 204,000 N 177,200 LAY 27 ZCl/-4 8 5'o�-ors � ;� � ��`�• B.M.#206 ELEV. 235.060 ` wv, I R.R.SPIKE 1N 20 ELM M.H t S SST \ t_AT. 14• ,t. 2�s 7 bc�ri � c a\� O G9a e 233.7 1 „r CB \ e x ro ` 2i 2 7 ' 930 SIGN RA _ t I, MAPLE C, ' SIGN 20•EL 160.67` J (STATE ROUTE 74) NET 4 2785 0 �` 4l 23�5 4 .+o Co9. X 234.E' x- - h ET 2 5- �, 9 3 L— SNET v226.06 C8, siGN t.F. SIGN 15 t /1— O c B t. / r— / 2F23 .25. f` / m / - - — F BIT. OD u- ! m N -n i 0o F- o I CC j eo N N 1 — t m j ( SNI T 't J 37 6 8 I T. / _ �-- x X J 240 1' 2`�3• CONC. � �' ~ j POOL r =� M E M O R A N D U M July 30, 1979 TO: Richard A. Shattuck, Director of Public Works RE: SAND HILL ROAD CULVERT In accordance with your request, the following are costs on different alternatives for the Sand Hill Road Drainage Project. TYPE OF CULVERT COST OF MATERIALS 60" R.C.P. $ 5,500 Twin 42" R.C.P. 5,900 5 x 3 Precase Box Culvert 12,600 Poured-in-Place Box Culvert 19,000 The 60" R.C.P. is not recommended due to utilities in the street restricting the size of the pipe. Twin 42" R.C.P. could be used, but would cause a backwater effect, raising the elevation of the water prior to flowing through the pipe and also maintaining and cleaning the pipes from debris would be more difficult than the proposed precast box. The poured-in-place reinforced Concrete Box Culvert was rejected because the street would be closed to traffic for an extended period of time, and it is more costly when compared to the precast reinforced Concrete Box Culvert. Additional costs, above the material costs, would be shop drawings including the design for placement of reinforcing bars and extra man hours spent building the poured-in-place Box Culvert along with more man hours in Engineering. The reasons for selecting the precast box culvert are as follows: 1. Design flow is obtained at a low elevation. 2. Easier to clean and maintain. 3. This was Engineering's first attempt at utilizing a precast box. It is planned to utilize precast boxes at several other locations including Strong Road, Deming Street and Dart Hill Road where there is minimum clearance. The bids ranged from a low of $43,930.00 to a high of $48,331.00--a spread of 10%. Therefore, it is felt that the bids are very legitimate. It is recommended that the project go ahead as bid and the additional money be used from the Deming Street Culvert budget. If desired, bid items can be removed from the contract to stay within the $35,000 budget with Town forces providing services for the road repair, curbing, loam and seed, guard rail and rip-rap. BID PRICE BID PRICE WITHOUT THE BIDDER AS BID ABOVE-STATED ITEMS M & P Pipe Jacking Corp. $43,930 $32,720 Coven Construction Co. , Inc. 44,430 37,260 Black & Warner Construction Co. , Inc. 45,655 36,875 C.F.I. Construction Co. 45,900 36,510 Central Paving Co. , Inc. 46,442 39,765 Mather Corporation 47,634 38,484 Mastrobattisto, Inc. 48,331 36,801 E. Page Town Engineer/Planner PRELIMINARY PROJECT DATE ♦ i �i ITEM QUANTITY UNIT UNIT COST TOTAL • ■iir� . . ■iriiir�nrf�l�innnln+ No IMF, 0 . I�rMEN r►tlm No isimrir( ISO ONSHIN 0 V, m 0 son NONE lirnrl®®[ Irii OMENS MEN rirrn �e�r�r� ��rrn 't/��)� �s ll�rli:�_;!"►1��';r;T�l�'1^� '-�;�� i��._ ri�r lMEN isrONE l.! ■ril�r fNONE�if�rlriMEN tnr�� Ir/aP1 /! (M�/i�/li IS ��iiii� Iii��r1 In so" 0 MIit ■�i!! a� �iiirllmm us MEN Noiiiii I_ ■t� cent;, . ■ ■ lI rrlr�,- ll►!iii!"�i lL�lrOii�l ■niiii ■rii Noiiiir lii�re�! iiii■ I�[i��iiri Irt��ii! iiiii ■�iriii ■rr�r _ ■r■ii ■ Nrrritr iIS IS �i�■ il,. ■�iiini��riii - l ■ ��■■ i�► �irrin fir f it re� ■®�i®er CI) OL Po PP % 0 Li� 00 ' 005 Sh � Z� D - _ .noo �St; MEMORANDUM July 26, 1979 To: Richard A. Shattuck Director of Public Works Re: Sand Hill Road Culvert Bids Bids were received which exceeded the budget appropriation for this project. The project called for a poured in-place concrete box culvert. Would you please have the Engineering Department investigate the possibility of installing pipe--perhaps twin pipes of adequate capacity. This may bring the cost within the w Iappropriatio if it is deemed feasible. Allan S. Young Town Manager ASY:prb PROJECT 0c,X J } j aN I X' Q { . DATE: a I t/ ell v , ENO/ARCH. ESTIMATE $ U \ m BIDDER OR DESCRIPTION OF ITEM TOTAL OR QUANTITY y Z $ 4 1, n� �r ► 1 )i.�_'�r �i_Sllb� - y.�: 1.3C.%- �_r�cc�_. �, _ - _ ��, -�a5,-- - cl r �: l.�I�•'`C � Gi ��'Cir YiF'S Cis,+S� (fU,�tc. 1/_`_�� . — �7i��L��- C� -�J_ - ,-- �OJ, p p c�c ( �may, Uo, s lG . L, i. ........... W C•- - - ?� ~. 9LW OF' u `7 --- ---- -12 13 -14 - ---15- --- -- 16-----� - 17-- - -- 1.8- v �C oo ci0 ao , t>v 1.G�G °`' Sb� ��, , od- � ��<> 1G, � e O OU �—