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SITE PLAN (151)
low~ TOt N OF SOUTH WINDSOR , CONNECTICUT PLANNING AND ZONING CO! MISSION APPLICATION FORMU. 'tADS oR- Application No . : Date Received : .;1-7 Action/Public Hearing by : .�/. MAY 23 1989 Receipt No. : South Windsor Planning & Zoning Commissiory APPLICANT: SAVINGS BANK OF MANCHESTER ADDRESS : 923 Main Street, Manchester, CT 06040 TELEPHONE : 646-1700 OWNER OF RECORD ON LAND RECORDS : South Windsor Development Company ADDRESS : 99 East Center Street, Manchester, CT 06040 COMPLETE LOCATION OF PROPERTY : 959-1017 Sullivan Avenue, South Windsor, CT 06074 ZONE: General Commercial NAME, ADDRESS , & TELEPHONE NUMBER OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Jim Simmons of Orlando Annulli & Sons, Inc. , P. 0. Box 669, Manchester, CT 06040 TELEPHONE : 644-2427 THIS APPLICATION IS FOR : (Check one of the following) 1 . Zone Change to (Public Hearing -required) . 2 . Subdivision . 3 . Open Space Subdivision (Public Hearing required) . 4 . Resubdivision (Public Hearing required) . 5 . Special Exception to Article (Public Hearing Required ) . XX 6 . Site Plan of Development . 7 . Earth Filling [Section 10 � and/or Earth Removal [Section 91 (Public Hearing Required) . 8 . General Plan of Development . 9. Regulation Amendment : Zoning Subdivision 10. Other ( explain in detail) : ��vivSu!�i PLANLNiNG DEPARTMENT FOR FEE SCHEDULE . T APPLICATION ST BE S IGNED THE ?,PPLICA'V'T AND OWNER OF THE PROPS Y AND SUBMITTED IN WITH ai.i, �ta�S AtiD DnCLT`1E\rTc nEnLrrnL ,T TT � r'TTrr 1 rr`T'T T ON A� C�IL�.��I 1 ' � - ' - Savings ank of South Windsor Develop Company •WILSON M.ALFORD,SR.,P.E.&L.S. ENGINEERS m SURVEYORS PLANNERS •WILSON M.ALFORD,JR.,P.E.&L.S. 200 PIGEON HILL ROAD • P.O.BOX 484■ WINDSOR■ CONNECTICUT 06095■ Telephone(203)688-7288 14YPRAUL C, SUMMA 9-` v` PREPA"O THE 5AV I IJ&S BAN IL OF "AMC H ES'i� ,5UULlvAtv AVENVX EA AY 23 1989 `';VTH \N040:5047 GT t�A`( 4 P9b°) SOLith 'v` iiidsor 1 YE A%9- PEAK FLov4 PR1pf; TO G VE► 0pjs 1gtQP''ng & Zoning Commission AC, G �— D•35 rG = 15 MIN. 4,D PRI X O,35 X q'O = 10 `r1~At PEAK FLDW APTEP- t>E,\JELOPMENT RRf-g = 0.5746 (RECHi}R&Ea) t O.i5 AG (t3Y10g55) 0--72 �46- G (RreHAI(&6 PIPES) T, n/ p.5(oX 4,(2 = I,Z8 CF5 (9ECH6X66D W710 TEE &PwLwo) O,r5 x O.E6 x 4,0 = Q,5 CF-5 (YA955) �/�� iNOS BANK OF I'll ANCHESTER SULLIVAN AVE. SOUTH WINDSOR 1989 40' -24" PERFORATED ADS PIPE(AT C9#2) SURROUNDED BY 1 FT OF STONE (BASED ON 40 FT/DAY PERMEABILITY) TOl �L FLOW PRIOR TO SITE IMPROVEMENTS T�x 117 �REA = 0. 7� ACRES ' C = 0.35 TC = 15 MINUTES MAY 2 3 1989 [25 = 4.7 SDUth Windsor / 0 = 1 . 3 CFS Planning & Zoning C000i8Si0D HE�`v IN FFET ABOVE FLOW LINE BOTTOM OF 24" PIPE 100 �\'t. w OUT IN CFS HEAD FLOW OUT ELEV. AREA OF CONTOUR VOLUME BELOW CONTO 0 0 100.00 53.2 0 0. 5 0. 15 100.25 88.4 18 1 0.3 100. 50 99.6 41 1 .25 0.37 101 .00 A. 93 1 . 5 0.45 101 . 50 99.6 144 2 0.6 102.00 53.2 182 . t "AR INTENSITY MAX IN MAX OUT MAX EL. 5.8 0.72 0.60 102.00 DRAINAGE AREA= 0. 19 0 5.2 0.64 0.57 101 .90 RUNOFF COEFF= 0.65 �5 4.7 0. 58 0. 51 101 .70 TIME OF CONCENTRAT 15 /0 4.0 0.49 0.42 101 .40 INTENGITY= 5.8 5 3.4 0.42 0.36 101 .20 ANALYSIS FOR 100 YEAR STORM 2 2. 5 0.31 0.27 100.90 PEAK FLOW IN= 0"7 INTENSITY 5.8 100 YEAR STORM TOTAL TOTAL WATER TIME Q IN IN OUT STORAGE HEAD Q OUT ELEV 0 0 0 0 6 0. 1 0.0 100. 1 3 0. 1 13 3 10 0. 1 0.0 100. 1 6 0.3 52 8 43 0. 5 0.2 100. 5 9 0.4 116 35 81 0.9 0.3 100.9 12 0.6 206 81 125 1 .3 0.4 101 .3 15 0. 7 322 150 1.72 1 .9 0.6 101 .9 18 0.6 444 250 193 2.0 0.6 102.0 21 0. 5 550 358 191 2.0 0.6 102.0 24 0. 5 641 466 175 1 .9 0.6 101 .9 27 o.4 717 569 148 1 . 5 0. 5 101 . 5 30 0.3 777 650 127 1 .3 0.4 101 .3 33 0.2 823 719 104 1 . 1 0.3 101 . 1 36 0. 1 853 779 75 0.8 0.2 100.8 39 0.0 869 822 47 0.6 0.2 100.6 42 0.0 872 851 21 0.3 0. 1 100.3 45 0.0 872 865 8 0. 1 0.0 100. 1 48 0 872 870 2 _ 0.0 0.0 100.0 51 0 872 870 2 0.0 0.0 100.0 54 0 872 870 2 0.0 0.0 100.0 57 0 872 870 2 0.0 0.0 100.0 60 0 872 870 2 0.0 0.0 100.0 63 0 872 870 2 0.0 0.0 100.0 66 0 872 870 2 0.0 0.0 100.0 69 0 872 870 2 0.0 0.0 100.0 72 0 872 870 2 0.0 0.0 100.0 75 0 872 870 2 0.0 0.0 100.0 78 0 872 870 2 0.0 0.0 100.0 81. 0 O72 870 In 0.0 0.0 1O<).Cl) 84 0 872 870 . 2 0.0 0.0 A0o m o/X�. o/v � v v v v 90 0 872 870 2 0^0 0^0 �vv^v 93 0 872 870 2 0 ^0 0^0 100^0 96 0 872 870 2 0^0 0^0 100^0 99 0 872 870 2 0^0 0^0 100^0 102 0 872 8702 0^0 0^0 100^0 ^ . 100.0 INTENSITY 4.7 25 YEAR STORM TOTAL TOTAL TIME Q IN IN OUT STORAGE HEAD Q OUT WATER 0 0^0 0 0 5 0 1 0 0 1ELEV 3 0. 1 10 3 8 0^ 1 0^0 1ww^ � 6 0.2 42 8 34 0^4 0^ 1 1v»^ � 9 0.3 94 30 64 0^7 0^2 1»»^� 12 0. 5 167 67 100 1 ^ 1 0^3 1»»^ / 15 0.6 261 124 137 1 '4 0^4 1"� ^ � 18 0. 5 360 199 160 1 ^7 0^5 1w� ^~ 21 0.4 446 291 155 1 '6 0~ 5 1�� ^ / 24 0.4 519 377 142 1 ' 5 0^4 1°� ^o 27 0.3 581 456 1�5 1 '3 0^4 1v1 ^ o 30 0.2 630 525 105 1 ' 1 0^3 1v� ^� 33 0.2 667 584 83 0'9 0^3 1"� ^ � 36 0. 1 692 633 59 0'7 0^2 1°v^ � 39 0.0 704 668 36 0'4 0^ 1 1«»^ / 42 0.0 707 689 18 0'3 0^ 1 1"°^� 45 0.0 707 703 4 0' 1 0^0 1vv^� 48 0.0 707 706 1 0'0 0^0 1"»^ � 51 0.0 707 706 1 00 0^0 1"°^v 54 0,0 707 706 1 00 0^0 1°v^v 57 0.0 707 706 1 00 0^0 1"°^v 60 0.0 707 706 1 0'0 0^0 1°v^v 63 0^0 707 706 0^0 1°v^v 6� 0.0 707 706 1 00 0^0 1°°^v 69 0.0 707 706 1 00 0^0 1°°^v 72 0.0 707 706 1 0-0 0^0 1°v^v 75 0.0 707 706 1 00 0^0 1vv^v 78 0.0 707 706 1 0'0 0^0 1"°^v 81 0,0 707 706 1 00 0^0 1vv^v 84 0.0 707 7061v»^v 87 0.0 707 706 1 00 0^0 1""^» 90 0.0 70 7 706 1 0'0 0^0 1""^v 93 0.0 707 706 1 00 0^0 1""~v 96 0.0 707 706 1 00 0~0 1""^° 99 0.0 707 706 1 00 0^0 1""^v 102 0.0 707 706 1 0'0 0^0 1""^° _ .- - -- - DATE. _PRFPAz=D"FOR:SaV�N•(v�. �3/�N{l .fit-. N1�4!�IG�-{ASTER AL-G-►D z fI.,� �- a-- HYDRAULIC ANALYSIS _LOCAi IOPJ:—SC/L11�/-4►-J_ �� �v nv-r+�.vUiNDs _ _ ssc,. s - �-Gr -- C!VJL ENCIhSE=s w S L}CiL:;= AREq "C'' A x C T Q P-PE FIPE c-IPE PIPE ✓ELOC.'TY YE=_OCITy' IDyv. spy,,, SI.:E SLOPE - L E NG .4 CAF,.CI T Y FLOW FULL DISr,-NARGE � Hw KS FrCJA-TO I «C TOT_ ! iNC. MT_ iNC. TOT INC. TOT_ I INC. TOT. i (INCHESI I IFEETI I C-F.S. } FT_ SEC. f FT/$EC• I F•r o.95Z O-zol Is, Al2S 1 10,3 l -Zo 1 11 s 1 14,01 lo, I t c Ao5i Io PO P} I n.��_ o, I o.oo_] i I (� f - (�.�2 I c��95 I .2.0. - - ��-� 1 �o ! 1 1 1 I •o I - b, 5 I o Aos 1 2. I I I I I I { - - I - - { - - - � i � } - 1 I I I i � • I � 1 I - I� Orlando nnu i and S nc, 147 Hale Road, Mancheste *I,, 27 �J r,v 1989 TRANSMITTAL PROJECT: issue• c'outh Windsor plan"Ai. �D5 TO Tau ry P.A"A LJtr , DATE 5� ! We transmit the following: Herewith ❑ Under Separate Cover Via Copies Drawings No. Date Description Cod 3 � w 4ENi m AA Zama cAt_C4 7 A. For Approval X E. Rejected ❑ I. As Requested ❑ B. Approv d ❑ F. Returned for Correction ❑ J. Job Distribution ❑ C. Approved as noted ❑ G. Release for Fabrication O K. -For Your Record D. R vise/Resubmit ❑ H. For Review&Comment ❑ REMARKS Nit-&J&Aa 4>q-rlgg. COPY TO: ORLAN)DO ANNULLI AND SONS,INC. P r y ~ T-a ap Saum ?d&U&Ot O a 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 A~osoK.00 � AREA CODE 203/644-2511 June 20, 1989 Savings Bank of Manchester 923 Main Street Manchester, CT 06040 RE: Application #89-37P - Conservation plan for the construction of a bank facility located on the southerly side of Sullivan Avenue Dear Madam/Sir: At the June 19, 1989 meeting, the Inland Wetlands Agency/Conservation Commission approved with modifications Application #89-37P - Conservation plan for the construction of a bank facility located on the southerly side of Sullivan Avenue, GC zone as shown on plans prepared by Alford Associates, Windsor, CT dated May 10, 1989 The following modifications must be adhered to for this permit to be valid: 1 . Black and white transparent mylars of sheets # 2 of 3 with the above modifications and this letter reproduced thereon together with two blueprint copies of the entire set of plans, must be submitted to this Commission to be stamped and signed. This must be completed within 65 days of approval prior to any construction activity on the site. 2. Construction activities shall be subject to the approval of the Town Engineer. 3 . The application shall indemnify and hold harmless the Town of South Windsor against any liability which might result from the proposed operation or use. 4 . We recommend a bond in the amount of $2000. to be submitted to Planning and Zoning Commission to ensure compliance with the Erosion and Sedimentation Control Measures. 5 . The permit is valid for one year and shall expire on June 19, 1990. 6 . All approvals required must be obtained and submitted prior to any activity on the site. 7 . A contact person shall be identified directly on the plans. 8. The westerly construction entrance should be eliminated to aid in controling erosion and sedimentation problems. 9 . The construction schedule should include sweeping of the adjacent parking area as necessary throughout construction of the site. Very truly yours, John M. Moran, J Chairman Inland Wetlands Agency/ Conservation Commission JJMJr. /pmm Enclosure cc: Jerry Iazzetta, Town Engineer Marcia Banach, Director of Planning John R. Collins, Chief Building Official Raymond Hallowell, Chairman, Planning & Zoning Jim Simmons, Orlando Annulli & Sons, Inc. , 147 Hale Road, Manchester, CT 06040 �owM aE� a Tiov� o-P S-0� ?j&U&0t 4 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 w R-CO AREA CODE 203/644-2511 June 29, 1989 Mr. James Simmons Orlando Annulli & Sons P.O. Box 669 Manchester, CT 06040 Dear Mr. Simmons : Re: Application 89-37P, Savings Bank of Manchester Due to the number of pending applications and the upcoming August recess, the Planning & Zoning Commission is asking all the applicants received on June 27, 1989 to request a 65 day extension on the time to act on their applications . We have enclosed a standard form for your convenience. Please send us this request by July 11, 1989 . We appreciate your cooperation. Ve Truly Yours, /ol't 1 Raymond F. Hallowell, Jr Chairman of Planning and Zoning Commission Date: 7 g57-A°I Raymond F. Hallowell, Chairman Planning and Zoning Commission Town of South Windsor 1540 Sullivan Avenue TV South Windsor, CT 06074 JUL 10 1989 South Windsor Dear Chairman Hallowell: Panning & Zoning Commission RE: Application -M Tame 66\110657 &&w- or- r t4vGq' 5� � The applicant, 6A)IN6S LN&e= 4* M - , hereby requests a 65 day extension o the action to with respect to the above referenced application. Very Truly Yours, �J q o'M M 8 r T_a apS ?d&U1440t C � ..1 U 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 l�osoR.co� AREA CODE 203/644-2511 July 12, 1989 Mr. Jim Simmons Orlando Annuli & Sons, Inc. P. O. Box 669 Manchester, CT 06040 Re: Application #89-37P, Site Plan of Development, Manchester Savings Bank Dear Mr. Simmons : Attached is a copy of comments from the Planning and Engineering Departments regarding the above-referenced application. Please make the necessary revisions to the plans and submit 6 complete sets (including architectural elevations, landscaping plans, etc. ) to the Planning Department. If you have any questions regarding the comments or the procedure, please contact me. Very truly yours, Marcia A. Banach Director of Planning cc: Jerry Iazzetta, Town Engineer Savings Bank of Manchester - Planning Dept. Review Comments ^r NOTE: The leased portion of this site cannot be treated as an independent site; it is an integral part of the entire property. �? Therefore, site data should be---provided for the entire property; and at least a boundary survey (A-2) of the entire property. Key map should also reflect the entire site. Zoning Data Table - should reflect entire site (with exception of parking; parking formula can reflect leased site only) Plot Plan Parking areas contiguous to main travel way are in conflict with PZC policy of maintaining clear travel ways. Hazardous to bank patrons who would have to walk within main travel way to access bank. - Dumpster pad enclusure material? (stockade fence pref ered) GENERAL NOTES - Drainage easement requested in favor of Town of South Windsor for road drainage (will not affect lease parcel area) o � ' 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 fN�soIt-co�' AREA CODE 203/644-2511 June 27 , 1989 M E M O R A N D U M TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer RE: Savings Bank of Manchester A (� \_J _ We have reviewed the drawings dated May 10, 1989 and the attached drainage calculations for the proposed Savings Bank of Manchester project and have the following comments: Drainage Calculations 1 . The system proposed is a "recharge" system. With no backup as to the ability of the soil to absorb the storm water runoff, we cannot approve the system. The soils data for test hole #3 shows trace mottling at 23 inches below the surface which would seem to indicate a poor situation for this system. 2 . C factors used need to be detailed as to how they were derived. Key Map 1 . This does not show all of the existing development in the shopping center. Topographic Plan 1 . Boring Data for hole #3 only goes to 50 inches below surface - why wasn't ground water determined? A recharge system is proposed and the location of groundwater would seem to be a critical item. 2 . Sanitary sewer pipe size and type should be determined by the engineer not pump manufacturer. 3 . Pipe from basement sump should be determined by the engineer not pump manufacturers . 4 . How was length of 24" perforated pipe determined? 5 . "Sump Pump Flow Elevation = 105 .5" note on drawing has arrow pointing to intersection of lines for sanitary and basement sump. Which line is this flow line for? 6 . Yard drain has note "to be connected to sump pump system" . This should be connected to the regular storm drainage system for this site. Marcia A. Banach RE: Savings Bank of Manchester Detail Sheet 1 . Perforated Pipe detail - dimensions are required from edge of pipe to define size of 2" diameter stone enclosure. 2 . Detail is required for pavement section. Note #14 indicates 2" bituminous concrete and 8" processed stone base, this appears to be inadequate due to the site conditions and the proposed usage. 3 . Detail required for sidewalk showing expansion joints, etc. Also note 16 indicates 6" processed stone base, 8" minimum is Town standards . 4 . Yard drain detail doesn't match conditions shown on plans. Also this should not be a PVC structure. Note says "Flow line as specified see plan" . The plan does not indicate this information. Also the size and type of pipe out of this structure is not indicated either on this detail or the plan. General Comments 1 . There should be only one construction entrance. 2 . Construction notes should address the sweeping of the existing parking lot - possibly on a daily basis . With the above comments and reservations, the Engineering Department cannot recommend approval until all of the above have been satisfactorily rectified. JCl/jsv cc: Michael J. Gantick, Director of Public Works - . RECEIVE[) JUL 13 IM, EL WINDSOR k4�mI ���'-_.� w�ro� -' ° ~ MEMORANDUM July 131 1989 /'' TO: /Marcia Banach' Director of Planning/ Michael Ganti ck, Director of Public Works FROM: Melvin Stead, Superintendent of Streets �^ / ' RE: _ ~ This application is for a site owned by U&R Realty and is .part of the parcel the Town has been seeking a drainage easement to provide an outlet for an existing drainage system on Ayers Road. Perhaps this would be the time to encourage providing a means to direct the drainage flow off Sullivan Avenue and into a drainage facility. Original thoughts were to acquire the easement at the rear of Good Time Novelty. However, an alternate may be as suitable if proposed development includes drainage facilities in its design. MCS/ds '0rl N +E4 o r s Gory K. Tyler Chief of Police R•CON Police Services SOUTH WINDSOR POLICE DEPARTMENT CONSTRUCTION REQUIREMENTS 89-37-P Project Title: Savings Bank of Manchester Date: Ju-y 18, 1989 1. Developer is responsible for the purchase and installation of all street and traffic signs. Any signs on or intersecting with a State Highway must be cleared through the Department of Trans- portation. All signs must be in place before a c.o. is issued. C100"2. Developer is responsible for the purchase of all street lighting g g through Connecticut Light and Power. CUP will install all lighting once they have received payment from the developer and the locations of the lights has been reviewed by the Police Department. All lighting must be in place before a c.o. is issued. L3. Developer will submit three (3) 812- x 11 or 811 by 14 maps of the proposed project to the Police Department for the purpose of identifying and locating all signs. Completed maps will be distributed to the developer, Town Planner and the Police Department. Any changes in road design will require new maps. 4. Temporary street signs must be in place as soon as possible and maintained throughout the project. 5. Emergency phone numbers for the duration of the construction must be provided to the Police Department on a company letter- head. If the developer occupies or owns the building/s after construction emergency numbers must be provided to the Police Department. 6. All buildings located on property which abutts a public highway must be numbered. Such number/s (address) shall be visible from the street. All numbering shall comply with Town Ordinance 6-800 thru 6-802. Barns, garages and outbuilding which are located on the same premises as a numbered structure are excluded. a� 7 . Concerned with parking design as shown on building plan. 1. Allowing customers to exit vehicles and then enter travel portion of main parking lot is a safety hazard to say the least. 2. It would appear from the plan that parking will be allowed in front of the bank. This would be in the center of the travel portion/mail par'cing lot. Poor traffic flow/safety hazard. 151 Sand Hill Road • South Windsor, Conn cticut 06074 • (203) 644-2551 -2- CONSTRUCTION SUGGESTIONS 1 . Keep all shrubbery low around doors and windows so as to allow an unrestricted view. 2 . Locate business name, if applicable, on the building. f g [I 3 . Backlight business name and address . [ f 4 . Provide lights over all doors . 5 . Provide ample lighting of parking areas . 6 . Advise the new owner / purchaser to provide the Police Department with emergency numbers - (Business, Commercial and Industrial property only) . 7. Con't. It appears that the area between the Tsland (Pn .n-Hitt) and the r>>rhline of the Bank, would not be conducive for parking of vehicles and Allowing the free flow of traffic that it had h .en design fnr when hui 1 t SIGNATURE Sergeant Thomas C. Hart #103 Traffic Services Unit Approved by: Chief Gary K. Tyler PLANNING DEPARTKMM IN-HOUSE REFERRAL FORK TO: Karl Reichle, Mike Gantick, Mel Stead Fred Sha Gary Tyler, Fire Mara a Lanning, Jim Snow, JEAN ZURGRIGEN FROM: Marcia A. eanach, Director of Planning The Planning & Engineering Departments have received plans for the following project:#-7` - 3.7 ? c .n Zone i L Acreage Subdivision Site Plan Residential No. of Lots/units Commercial_ Industrial_ Location: Project Description: Future Town-owned property involved? Yes No—/- (a)new streets_ (existing frontage also) (b)new open space/recreation area active_ passive (c)new detention area Planning Department comments ;1 .k Please let me know by y/ 2 f / j if you will have comments on this application so that I can follow up with your d partm nt wh n I do a Planning Departm nt r port. kj,pt wK-a.-n W ems-- t--i ki i ,Z-4 {• -Am PLANNING DEPARTMENT IN-HOUSE REFERRAL FORM TO: Karl Reichle, Mike Gantick, Mel Stead, Fred Shaw, x XRXXSXEU9= Gary Tyler, Fire Marshall Lanning, Jim Snow, JEAN ZURGRIGEN FROM: Marcia A. Banach, Director of Planning The Planning & Engineering Departments have received plans for the following project:# 3.7 Zone Acreage Subdivision Site Plan Residential No. of Lots/units Commercial_ Industrial_ Location: Project Description: Future Town-owned property involved? Yes No — L (a)new streets (existing frontage also) (b)new open space/recreation area active passive (c)new detention area Planning Department comments ;� t- r .r G+ J Please let me know by y/ 2 �' if you will have comments on this plication so that I can follow up with your d pa tm nt wh n I a Planning D partment report. July 25, 1989 MEMORANDUM TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer SUBJECT: Savings Bank of Manchester We have reviewed the revised plans and additional drainage information and have the following comments: Drainage Calculations The additional data submitted does not eliminate our concerns as to the ability of the proposed system to adequately handle the storm runoff . We need to sit down with the consultant to resolve these issues . Topographic Plan 1 . The sanitary sewer pipe is shown as 1 1/2" diameter. This needs to be reviewed by Mr. Fred Shaw, Superintendent of Pollution Control as to adequacy. 2 . The pipe from CB #1 is shown as ADS. Most of this pipe is underneath the parking area and we therefore would ask that a stronger material be used. Detail Sheet The yard drain is shown as a PVC structure and it is felt that j this is not adequate. The Engineering Department still has reservations concerning the drainage system proposed and would recommend that this either be resolved before approval or if this plan is approved, this become ' an approval condition. LETTEtt u r I rl A N IVI r A cp PLANNING DEPARTMENT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVE. ��°soR.coN SOUTH WINDSOR, CT 06074 (203) 644-2511 1� ate 1 �( MG WE ARE SENDING YOU: =1 P&Z initial plans Q Drainage comps ED P&Z final plans 0 Bond estimate requests 0 Inland Wetlands plans O Bond reduction requests O Final plans for fill C= Change order form EM Other = Correspondence Copi s App. No. Project _ a THESE ARE TRANSMITTED as checked below: Wi For review and comment O For your file =1 For your use 0 Returned with revisions CM As requested 0 Other PLEASE- RETURN/COMMENT BY: q COMMENTS: � v Copy to: XFm.,: 1 / /� 3 WILSON M.ALFORD,SR.,PE.&L.S. ENGINEERS SURVEYORSPLANNERS WILSON M.ALFORD,JR.,P.E.&L.S. 200 PIGEON HILL ROAD ■ P.O.BOX 484 ■ WINDSOR ■ CONNECTICUT 06095■ Telephone(203)688-7288 HYDRAULIC SUMMARY PREPARED FOR SAVINGS BANK OF MANCHESTER SULLIVAN AVENUE SOUTH WINDSOR , CT . JULY 20 , 1989 KCVISED SEPr !o, 0a-) SYSTEM AT CATCH BASIN #1 AREA = 0 . 38 ACRES TC = 15 MINUTES I100 = 5 . 8 AGG . "C" = 0 . 52 BASED ON: 32% PAVEMENT @ 0 . 9 = 0 . 29 68% GRASS @ 0 . 34 = 0 . 23 TOTAL = 0 . 52 Q100 INTO RECHARGE SYSTEM = 1 . 1 C . F . S . DURING A 100 YEAR STORM THE ELEVATION OF THE WATER IN THE RECHARGE SYSTEM REACHES AN ELEVATION OF 10,175 FOR APPROXIMATELY 10 MINUTES . THIS ELEVATION IS 0.65 FEET BELOW THE TOP OF THE GRATE OF CB#1 , THEN THE WATER WILL LOWER AS MORE IS RECHARGED INTO THE GROUND. SYSTEM AT CATCH BASIN #2 AREA = 0 . 19 ACRES TC = 15 MINUTES I100 = 5 . 8 AGG. "C" = 0 . 65 BASED ON: 50% PAVEMENT @ 0 . 9 = 0 . 45 50t GRASS @ 0 . 40 = 0 . 20 TOTAL = 0 . 65 Q100 INTO RECHARGE SYSTEM = 0 . 72 C . F . S . DURING A 100 YEAR STORM THE ELEVATION OF THE WATER IN THE RECHARGE SYSTEM REACHES AN ELEVATION OF 101.2s FOR APPROXIMATELY 10 MINUTES . THIS ELEVATION IS I.OJ FEET BELOW THE TOP OF THE GRATE OF CB#2 , THEN THE WATER WILL LOWER AS MORE IS RECHARGED INTO THE GROUND. FOR INFORMATION ON OTHER YEAR STORMS , SEE COMPUTER PRINTOUTS . WILSON M.ALFORD,SR.,P.E.&L.S. ENGINEERS m SURVEYORS WILSON M.ALFORD,JR.,P.E.&L.S. 200 PIGEON HILL ROAD 0 P.O.BOX 484■ WINDSOR■ CONNECTICUT 06095■ Telephone(203)688-7288 Hyi2RAUL1G SUt'AMAR%r THE 5AVtNCAS BANS OF I`,AANC►-tEST . 5U1,Lt\�aN AvF-NvE `z.=VTH wI:4050e-j <,c 10 YEAle� PEAK FUOW Miog. To PF-VEL-0PME.N T 0172 AC, � -- o•35 re = 15 MIN. 110= 4,0 PRIDE: Q/0 = o,72 x 0,35 xq a 10 %r A9 PEAK FLOW AFT6I2- C,>E-gEt.0VNjEt'4T fI REg = 0,57 RC (RECHM&EO) t 0,112 HC (6YP45s) 0--72 qG. & 63YN55) G . 6,'.3eo (RCeHA9&6 PW65) 1,17 = +0 Q,o p,5-7 x p.SCoX 4.t?= 1,Z(5 CF5 (Rcmi (jFD wro T14E (a�UUI�lD) �GTER; �p _ = O,►5 O,8 x 4,o = 0,5 CF5 1 FT r-A5r OF �r TES r HOL9 frCo ----T Tit #4 • VP w �-�" `rX15TI1vG ��R.AG - I Cs _ `� ..✓ e _ ►OU 104 (v4 '' PCR FaT o A P-5 t�e->Tratin of P)PE.= - fMQTT LES 10 1.2 • 101.5 too p OF! LE AT RE-CH Ak&IE 'afSTE M -41 .J uLY 20, (,:)&0) C" PAt r 1 9 /f elp &Ot Fr. No42,TH OF TEST HOLD *ro P= I OS . m 4� �8 2 -4(2' -3(0" 41 F'erFor--ATEP AI]5 c7F pips - 9l-5,O - M O TT OCR,5 �—TH E Z h �Tp�.►� E50K IN G � - 2 o -- _.. 40 P LE; AT RU14ACZtog s-fSTE- n .i Jot..Y ZO, r� Sr-Ate ., ?./1 o SAVINGS BANK OF MANCHESTER SULLIVAN AVE SOUTH WINDSOR MAY 41 1989 64 ' -36" PERFbRATED ADS PIPE(AT CB#1 ) REVISED 9/6/89 SURROUNDED BY 1 FT OF STONE (BASED ON 40 FT/DAY PERMEABILITY) TOTAL FLOW PRIOR TO SITE IMPROVEMENTS AREA = 0. 72 ACRES C = 0. 35 TC = 15 MINUTES I25 = 4 . 7 Q25 = 1 . 2 CFS I50 = 5 . 2 Q50 = 1 . 3 CFS HEAD IN FEET ABOVE FLOW LINE BOTTOM OF 36" PIPE 102 . 5 FLOW OUT IN CFS HEAD FLOW OUT ELEV. AREA OF CONTOUR VOLUME BELOW CONTO 0 0 102 . 50 106.88 0 0. 5- 0.18 103 .00 202 . 24 76 1 0. 36 104.00 234 . 88 294 1 . 5 0. 54 104 . 50 227 . 20 410 2 . 5 0. 91 105 .00 202 . 24 517 3 1 . 09 105 . 50 106 . 88 593 YEAR INTENSITY MAX IN MAX OUT MAX EL. 100 5 .8 1 . 15 0. 80 104 . 75 DRAINAGE AREA= 0. 38 50 5 . 2 1 .03 0. 73 104 . 50 RUNOFF COEFF= 0 . 52 25 4 . 7 0. 93 0 . 65 104. 30 TIME OF CONCENTRAT 15 10 4 .0 0. 79 0. 58 104 . 10 INTENSITY= 5 .8 5 3 .4 0. 67 0 .47 103 . 80 ANALYSIS FOR 100 YEAR STORM 2 2 . 5 0 .49 0 . 36 103 . 50 PEAK FLOW IN= 1 . 1 INTENSITY 5 .8 100 YEAR STORM TOTAL TOTAL WATER TIME Q IN IN OUT STORAGE HEAD Q OUT ELEV 0 0 0 0 10 0. 1 0. 0 102 . 6 3 0. 2 21 3 17 0. 1 0 .0 102 . 6 6 0 . 5 83 10 73 0. 5 0 . 2 103 . 0 9 0. 7 186 39 147 0 . 8 0 . 3 103 . 3 12 0. 9 330 91 239 1 . 2 0 .4 103 . 7 15 1 . 1 516 168 347 1 . 7 0 . 6 104 . 2 18 1 .0 710 279 431 2 . 1 0 . 7 104 . 6 21 0. 9 880 410 470 2 . 3 0. 8 104 . 8 24 0. 7 1025 553 472 2 . 3 0 . 8 104 . 8 27 0. 6 1147 697 450 2 . 2 0 . 8 104 . 7 30 0. 5 1244 834 410 2 . 0 0 . 7 104 . 5 33 0. 3 1317 958 359 1 . 8 0 . 6 104. 3 36 0. 2 1365 1069 297 1 . 5 0 . 5 104 . 0 39 0. 1 1390 1166 224 1 . 1 0 . 4 103 . 6 42 0.0 1396 1237 159 0. 8 0 . 3 103 . 3 45 0.0 1396 1289 107 0 . 6 0 . 2 103 . 1 48 • 0 1396 1328 68 0.4 0 . 1 102 . 9 51 0 1396 1354 42 0 . 3 0. 1 102 . 8 54 0 1396 1370 26 0 . 2 0 . 1 102 . 7 57 0 1396 1380 16 0 . 1 0 . 0 102 . 6 60 0 1396 1386 10 0. 1 0 . 0 102 . 6 63 0 1396 1389 6 0.0 0 .0 102 . 5 66 0 1396 1389 6 0.0 0.0 102 . 5 69 0 1396 1389 6 0 .0 0 . 0 102 . 5 72 0 1396 1389 6 0.0 0.0 102 . 5 75 0 1396 1389 6 0 . 0 0 . 0 102 . 5 78 0 1396 1389 6 0.0 0 . 0 102 . 5 81 0 1396 1389 6 0 . 0 0 .0 102 . 5 84 0 1396 1389 6 0 . 0 0. 0 102 . 5 87 0 1396 1389 6 0 . 0 0 . 0 102 . 5 90 0 1396 1389 6 0.0 0. 0 102 . 5 93 0 1396 1389 6 0.0 0 . 0 102 . 5 SAVINGS BANK OF MANCHESTER SULLIVAN AVE, SOUTH WINDSOR - MAY 41 1989 40 ' -36" PERFORATED ADS PIPE(AT CB#2 ) REVISED 9/6/89 SURROUNDED BY 1 FT OF STONE TOTAL FLOW PRIOR TO SITE IMPROVEMENTSBASED ON 40 FT/DAY PERMEABILITY) AREA = 0. 72 ACRES C = 0, 35 TC = 15 MINUTES I25 = 4 . 7 Q25 = 1 . 2 CFS I50 = 5 . 2 Q50 = 1 . 3 CFS HEAD IN FEET ABOVE FLOW LINE BOTTOM OF 36" PIPE 99 FLOW OUT IN CFS HEAD FLOW OUT ELEV. AREA OF CONTOUR VOLUME BELOW CONTO 0 0 99.00 66 . 80 p 0. 5 0. 11 99. 50 126 . 40 48 1 0. 23 100. 50 146. 80 184 1 . 5 0. 34 101 . 00 142 . 00 256 2 . 5 0. 57 101 . 50 126 . 40 323 3 0. 68 102 . 00 66 . 80 371 YEAR INTENSITY MAX IN MAX OUT MAX EL. 100 5 .8 0. 72 0. 50 101 . 25 DRAINAGE AREA= 50 5 . 2 0. 64 0.45 101 . 00 RUNOFF COEFF= 0 . 19 25 0 . 65 4 . 7 0. 58 0.41 100. 80 TIME OF CONCENTRAT 15 10 4.0 0 .49 0. 36 100. 60 INTENSITY= 5 3 . 4 0.42 p. 5 .8 LYSIS FOR 100YEAR STORM 2 2 . 5 0. 31 0. 23 100 . 00 PEAK FLOW IN 0. 7 INTENSITY 5 . 8 100 YEAR STORM TOTAL TOTAL WATER TIME Q IN IN OUT STORAGE HEAD Q OUT ELEV 0 0 0 0 6 0 . 1 0 . 0 99 . 1 3 0. 1 13 2 11 0 . 1 0. 0 99 . 1 6 0. 3 52 6 45 0 . 5 0 . 1 99 . 5 9 0.4 116 24 92 0 . 8 0 . 2 99. 8 12 0. 6 206 57 149 1 . 2 0 . 3 100. 2 15 .0. 7 322 106 216 1 . 7 0 . 4 100. 7 18 0. 6 444 175 268 2 . 1 0. 5 101 . 1 21 0. 5 550 257 293 2 . 3 0 . 5 101 . 3 24 0. 5 641 347 294 2 . 3 0. 5 101 . 3 27 0. 4 717 437 280 2 . 2 0. 5 101 . 2 30 0. 3 777 522 255 2 .0 0.4 101 . 0 33 0. 2 823 600 223 1 . 8 0. 4 100 . 8 36 0. 1 853 669 184 1 . 5 0. 3 100 . 5 39 0. 0 869 730 138 1 . 1 0. 2 100 . 1 42 0.0 872 775 97 0. 8 0. 2 99. 8 45 0. 0 872 808 65 0. 6 0. 1 99 . 6 48 0 872 832 40 0. 4 0 . 1 99.4 51 0 872 849 24 0. 3 0. 1 99. 3 54 0 872 859 14 0. 1 0.0 99. 1 57 0 872 863 9 0. 1 0.0 99. 1 60 0 872 865 7 0. 1 0 . 0 99. 1 63 0 872 867 5 0. 1 0. 0 99. 1 66 0 872 869 3 0. 0 0 .0 99. 0 69 0 872 869 3 0. 0 0 . 0 99. 0 72 0 872 869 3 0 . 0 0 . 0 99. 0 75 0 872 869 3 0. 0 0 . 0 99 . 0 78 0 872 869 3 0. 0 0. 0 99. 0 81 0 872 869 3 0. 0 0 . 0 99 . 0 84 0 872 869 3 0. 0 0 . 0 99 . 0 87 0 872 869 3 0. 0 0 .0 99 . 0 90 0 872 869 3 0.0 0.0 99 .0 --�3 -- - ---0--- ------ 872 869 3 0. 0 n _ n on n JO V b1z t5OJ .3 V . 0 U . V JJ . V 99 0 872 869 3 0 . 0 0 . 0 99 . 0 102 0 872 869 3 0 . 0 0 . 0 99 . 0 INTENSITY 4. 7 25 YEAR STORM TOTAL TOTAL WATER TIME Q IN IN OUT STORAGE HEAD Q OUT ELEV 0 0.0 0 0 5 0. 1 0 . 0 99. 1 3 0. 1 10 2 8 0. 1 0 . 0 99 . 1 6 0 . 2 42 4 38 0 .4 0 . 1 99 . 4 9 0. 3 94 18 76 0. 7 0 . 2 99 . 7 12 0. 5 167 47 120 1 . 0 0 . 2 100 . 0 15 0 . 6 261 88 173 1 .4 0 . 3 100 . 4 18 0 . 5 360 145 215 1 . 7 0 . 4 100 . 7 21 0. 4 446 214 231 1 . 8 0 . 4 100. 8 24 0 . 4 519 288 232 1 . 8 0 . 4 100 . 8 27 0. 3 581 361 220 1 . 7 0 .4 100 . 7 30 .0. 2 630 430 200 1 . 6 0 . 4 100 . 6 33 0. 2 667 496 171 1 . 4 0 . 3 100. 4 36 0. 1 692 553 139 1 . 1 0 . 2 100 . 1 39 0 . 0 704 598 106 0 . 9 0 . 2 99 . 9 42 0. 0 707 634 73 0. 6 0 . 1 99 . 6 45 0 . 0 707 659 48 0 . 5 0 . 1 99 . 5 48 0. 0 707 679 28 0 . 3 0 . 1 99 . 3 51 0. 0 707 690 17 0 . 2 0 . 0 99 . 2 54 0.0 707 696 11 0. 1 0 . 0 99 . 1 57 0. 0 707 700 7 0. 1 0 . 0 99 . 1 60 0. 0 707 702 5 0. 1 0. 0 99 . 1 63 0. 0 707 704 3 0 .0 0 . 0 99 . 0 66 0.0 707 704 3 0 . 0 0.0 99 . 0 69 0.0 707 704 3 0 . 0 0 . 0 99. 0 72 0.0 707 704 3 0. 0 0 . 0 99 . 0 75 0.0 707 704 3 0 . 0 0. 0 99 .0 78 0. 0 707 704 3 0. 0 0.0 99. 0 81 0. 0 707 704 3 0 . 0 0 . 0 99 . 0 84 0.0 707 704 3 0 . 0 0 .0 99 . 0 87 0.0 707 704 3 0. 0 0 . 0 99 . 0 90 0. 0 707 704 3 0. 0 0. 0 99. 0 93 0.0 707 704 3 0 . 0 0 . 0 99. 0 96 0.0 707 704 3 0 .0 0 .0 99 . 0 99 0.0 707 704 3 0 . 0 0 . 0 99.0 102 0. 0 707 704 3 0. 0 0 . 0 99 . 0 A 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074����� AREA CODE 203 644-/ 2511 20 September 1989 Mr: Jim Simmons Orlando Annulli & Sons, Inc. P. 0. Box 669 Manchester, CT 06040 Dear Mr. Simmons: re: Appl. #89-37P, Savings Bank of Manchester Site Plan 959-1017 Sullivan Avenue We are pleased to advise that the Planning and Zoning Commiss' voted on September 19 1989 to a ed ion application for a site plan of development inoacc accordance with Drawings #1-3 of 3 prepared by Alford Associates dated CMay1 1989 (last revised 9/6/89) and with the following modifications : 1 . Prior to commencement of any site work, a meetin must held with Town Staff. g b 2. No building permits will be issued until the final m have been filed in the Town Clerk's Office. Ylars 3• This application is subject to the conditions of a proval of the Inland Wetlands Agency/Conservation Commission, including a bond in the amount of $2,000. 4 . An as-built plan is required Certificate of Occupancy Prior to issuance of a Regulations, P Y Per Section 4. 13. 10 of the Zoning 5• Footing drains are required if the building has a baseme nt. 6 • A landscape bond in the amount of $5,000 is re uired a must be submitted prior to filing of mylars . q nd 7 . All plans used in the field by the developer must bear stamp and authorized signature of the Town of South the Windsor. 8 . Detail of connection of force main to sanitary manhole required. rY is 9. Drainage easement for Ayers Road drainage needed. Location is to be coordinated by Public Works Department,tment. Mr. Jim Simmons -2- 21 Septemb r 1989 10. Sanitary sewer pip minimum diam ter is g n rally 411 . Proposed 1 1/2" pipe must be review d by the Superint nd nt of Pollution Control. 11 . A parking waiver for thirteen (13) spaces is granted. Black and white transparent mylars of Sheet #1 with the abov modifications, together with three blueprint copies of th entir set of plans, must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission, as well as the Inland Wetlands Agency/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 the Office of the Town Clerk. After filing these plans, a copy of the receipt must be submitt d to the Planning Department. Very truly yours, PLANNING AND ZONING COMMISSION A f Ra and F. Hallowell, Jr. �- Chairman cc: Inland Wetlands Agency/Conservation Commission M. Banach, Planning Director J. Collins, Chief Building Official J. Iazzetta, Town Engineer F. Shaw, Supt. of Pollution Control E. Belleville, Assessor W. Lanning, Fire Marshal Registrar of Voters Engineer Applicant PZC File �o,MN aE.4 y ~ T-0�� 0� ?d&U&Ot o � a 4 w� 1540 SULLIVAN AVENUE - SOUTH WINDSOR. CONN. 06074 ~oSOR•co�� AREA CODE 203/644-2511 TO BE PUBLISHED IN THE JOURNAL INQUIRER SATURDAY, SEPT. 23, 1989 LEGAL NOTICE TOWN OF SOUTH WINDSOR PLANNING AND ZONING COMMISSION At its September 19, 1989 meeting, the Planning and Zoning Commission voted to take the following action: 1 . Approve, with modifications, Appl. #89-37P, Savings Bank of Manchester, for a Site Plan of Development for property on the southerly side of Sullivan Avenue west of Ayers Road, GC Zone. 2. Approve, with modifications, Appl. #89-48P, Culbro Land Resources, Inc. , for a 16-lot subdivision of approximately 105 . 7 acres of property at 199 Rye Street, I Zone. Dated at South Windsor, Connecticut this 20th day of September, 1989 . PLANNING AND ZONING COMMISSION Raymond F. Hallowell, Jr. , Chairman Marshall Montana, Secretary 4 T r T d1ss1 ale lweills t 40"66400 000 1 1 ft"Oas ere 60011 a, and comptete-ttarns 3 Wand 4. Put your address In the"RETURN TO" Space on the reverse olds. Failure to do this will prevent this card from being returned to you. For oddMonal fen the following services are available,Consult postmaster for fen and check boxes for additional service(s)requested. 1. O Show to whom delivered,date,and addressee's address. 2. O Restricted Delivery t(zxtm charge)t t(ExtM charge)t 3. Article Addrssasd to: 4. Article Number XrM Mh-i on1-5 P&`ZS�of'v OP--L 9Lr✓ o �nJv�.� S aJ Type of Service: �� // ❑�istered ❑ Insured .K Certified ❑ COD Tc_/L— C! Q (o O K ❑ Express Mail Always obtain signature of addreons i r spent and DATE DELIVERED. 5. Signature—Addressee Addr ':Address(ONLY t X requ and fee paid) 6. Signet Agent Ix �rz a 7. Date of Delivery Q9, �q EtMM Ile. 111111110111VI . i , .J � � ^t - C � U w� 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 R.00 AREA CODE 203/644-2511 i October 2, 1989 Ms. Lea Rubenstein Alford Associates 200 Pigeon Hill Road Windsor, CT 06095 RE: SAVINGS BANK OF MANCHESTER SULLIVAN AVENUE Dear Ms . Rubenstein: Pursuant to our telephone conversation, in order to determine whether the grinder pump force main proposed in the above project is adequate, I will need the following information: 1. assurance that the pipe to be used (schedule 80 PVC) has a minimum capacity of 160 psi. 2. describe type and give location of check valve. Check valve should be of the full ported swing type. 3 . detail manner of connection to gravity sewer main. Connection should include a 3" socket /X socket adapter, 451 elbow (3" ) , and 3" PVC pipe. 4 . assurance that discharge line should be below frost line or protected from freezing with insulation. Please feel free to contact this office if you have any further questions. Very truly yours, j t C. Shaw, Ass't. Director Public Works/Pollution Control CFS:bmr cc: Michael J. Gantick, Director of Public Works Jerry Iazzetta, Town Engineer LETTER OF INTENT This letter will evidence an intent on the part of THE SOUTH WINDSOR DEVELOPMWr COMPANY,a general partnership, with an office and place of business at 99 East Center Street, Manchester, Connecticut, acting herein by Ilmar Rupner, a general partner, hereunto duly authorized, to grant unto the TOWN of SOUTH WINDSOR, a nnicipal corporation with territorial limits within the County of Hartford and State of Connecticut, a surface water drainage easement over its land situated on the general southwesterly side of Connecticut State Highway Route 194, also known as Sullivan Avenue, in said Town of South Windsor. Said easement is to be located east of the former Jerry Lewis Theater building and will be laid out in a general southwesterly direction from said highway and will be Twenty(20) feet in width and One Hundred and Forty (140) feet in length. The further right is to be granted to discharge surface water over the land of the grantor from the terminal point of said easement by natural flow, provided however, that the grantor retains the right to control said flow and may alter the same at its sole discretion so long as any alterations of the same do not adversely affect the grantee's enjoyment of its rights to be granted. Dated at Manchester, Corm. THE SOUTH r R DEVELOPMENT COMP this day of Navenber, 1989. b f 6 agenera er The above letter of intent substantially complies with the present request of the Department of Public Works of the Town of South Windsor. Novenber 1989. MIC HAEL GANTICK, Director of Public Works 4.../Wem0 from TOWN OF SOUTH WINDSOR TOWN HALL SOUTH WINDSOR,CONN.06074 TO Marcia Aa Banach DATE ll/1/89 Director of Planning L SUBJECT: PRECONSTRUCTION MEETING FOLD- SAVINGS BANK OF MANCHESTER GEISLER PLAZA There will be a preconstruction meeting for the above mentioned site on Tuesday, November 7, at 10 :00 AM, cc: M. Gantick, B. Davies, L. Braddock, F. Shaw, M. Stead, K. Reichle, B. Lanning, J. Collins, J. McCahill By owN st,<� C 01400s V&"�at U 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 f�psoR•co� AREA CODE 203/644-2511 November 2, 1989 Ms . Denise P. Lord Alford Associates, Inc. E RECIVED 200 Pigeon Hill Road P.O. Box 484 NOV Windsor, CT 06095 1989 RE: SAVINGS BANK OF MANCHESTER SO. WINDSOR PLANNING DEPL DETAIL--SANITARY GRINDER PUMP FORCE MAIN Dear Ms. Lord: I have reviewed the above referenced information as provided in plans--"Savings Bank of Manchester, " pp. 2 of 3 and 3 of 3 as prepared by Alford Associates date May 10, 1989, revised July 21, 1989, 8/28/89, and 10/23/89; I am satisfied with all those changes/clarifications made to the plans. However, I would recommend that the connection to the existing manhole be accomplished by core-boring through the sidewall. Please feel free to contact this office if you have any further questions . A Very truly yours, C. F.-Shaw, Ass't. Director Public Works/Pollution Control CFS:bmr cc: Jerry Iazzetta, Town Engineer Marcia Banach, Director of Planning r Tia O-P S ?d&U1j10-t 4 v� 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 �tiosoR,co�� AREA CODE 2031644-2511 November 7, 1989 RE: Preconstruction Meeting - Application #89-37P Savings Bank of Manchester IN ATTENDANCE Name Company/Address Telephone # Jim Simmons Orlando Annulli & Sons 644-2427 Karen Barber Art Barber Excavators 875-3892 Michele Lipe Town of South Windsor 644-2511 Jerry Iazzetta Town of South Windsor 644-2511 John E. McCahill Town of South Windsor 644-2511 The following is a brief summary of points discussed during the meeting. Erosion & Sedimentation Control 1 . All erosion and sedimentation control measures are to be in place prior to earth moving operations in each area and maintained/cleaned out during construction. Call Zoning Wetlands Enforcement Officer for inspection when measures are in place, prior to commencement of site work 2 . All topsoil stockpile areas to be protected (ringed with haybales or equal) . 3. During construction of the road/driveway a crushed stone tracking pad is to be installed and maintained to minimize tracking of dirt/gravel onto existing parking lot. Calcium chloride or water is to be used for dust control as required. Public Works 1 . Four complete sets of approved/revised plans to be provided to Town prior to start of construction. They will be stamped by Planning Department along with plans developer needs . s 2, The Public Works Departm nt is to be notified forty- eight(48) hours prior to the start of major construction work with inspections and testing per Developers Checklist required for the following: a) after site is staked out b) all drainage work c) Preparation of subgrade, compaction tests as required by the Town. d) Preparation of subbase, six (6) inch lifts e) Placement of bituminous concrete, 1 1/2 inch layers. 3 . Certification of gravel used as subbase will be required by an approved testing company. 4 . No subgrade formation/base in frozen ground/snow. Same for pipe/structure installation. 5 . As built plans are to include horizontal and vertical location of all underdrains, footing drains, and sanitary sewers located by a certified land surveyor. 6 . All pipe and structures to be backfilled with free draining material, compacted in maximum one foot lifts with approved compaction equipment. Any pipe or structure work requir s inspection prior to backfilling. 7 . Any problems and/or questions regarding construction of this project will be directed to Jim Simmons in the field. 8. All filling to be done in accordance with Department of Transportation specifications. To be compacted in maximum lifts and tested as necessary. 9 . Job meetings will be held as needed, and can be called by the developer or Town. 10 . Forty-eight (48) hours notice needed for Certificate of Occupancy inspection. Two week review period (10 working days) needed for all individual site (lot) plans prior to issuance of building permit (may be longer if application is incomplete) . See General Guidelines for Certificate of Occupancy and Building Permit. 11 . Only approved copies of lot site plans to be used on job site. Any proposed changes are to be presented to Engineering/Planning Department prior to implementation on change sheet in triplicate. Town will attempt to turn around within 24 hours. 12 . DOT Permit needed for all work within state road. Copy to the Planning Department. 13 . No paving after October 15 without written approval from Director of Public Works. 14 . Normal hours of operation 7:00 A.M. - 5:00 P.M. , no work on Sunday. SNET/NU 1. Contact utilities for coordination of utilities connection. Fire Marshal 1 . Blasting (if required) to be coordinated with the Fire Marshal. Police Department: 1 . Emergency phone numbers for the duration of the construction must be provided to the Police Department on a company letterhead. If the developer occupies or owns the building/s after construction emergency numbers must be provided to the Police Department. 2 . All buildings located on property which abutts a public highway must be numbered. Such number/s (address) shall be visible from the street. All numbering shall comply with Town Ordinance 6-800 thru 6-802. 3. Erect temporary sign on the site during construction identifying the project. 4 . If an alarm is to be installed contact the Police Department. Building Department: 1 . Plan review with Building Official/Fire Marshall required prior to application for building permit. Coordinate with Chief Building Official. Very truly yours, Michele R. Lipe Assistant Planner/Analyst MRL/pmm cc: Jerry C. Iazzetta, Town Engineer Lester A. Braddock, Sr. Engr. Inspector Thomas Hart, SWPD Karl Reichle, Public Works Mel Stead, Public Works Minh V. Le, SNET Hal Clisby, CL&P John R. Collins, Chief Building Official Fred Shaw, Superintendent of Pollution Control John E. McCahill, Zoning Enforcement Officer Tom Matrick, Savings Bank of Manchester, 923 Main Street, Manchester, CT 06040 Jim Simmons, Orlando Annulli & Sons, 147 Hale Road, Manchester, CT 06040 Karen Barber, Art Barber Excavators, 77 Meadow Brook Road, Ellington, CT 06029 TOWN ROUTE NO. PMT.2B-REV 10/87 DATE OF ISSUE PERMIT NO. South Windsor 194 DEPARTMENT OF TRANSPORTATION Dec. 5, 1989 BUREAU OF HIGHWAYS NAME OF HIGHWAY STATE OF CONNECTICUT DATE EFFECTIVE Sullivan Avenue PERMIT -10 9 6 5 2 OCATION OF WORK,OR BEGINNING AND ENDING POINTS. DATE OF EXPIRATION AMT.OF SURETY BOND Sullivan Avenue South between P-188 & P-189 Dec. 5, 1990 CERTIFIED CHECK 0.12 miles East of Hillside Drive SURETY COMPANY/BANK USF & G TO r BOND NUMBER I Savings Bank of Manchester and PERMIT IS VOID UNTIL YELLOW COPY IS Orlando Annulli & Sons, Inc. SIGNED AND RETURNED TO THIS OFFICE. P. O. Box 669 - 147 Hale Road PLEASE RETURN AT ONCE. Manchester, Connecticut 06040 FEE: DATE REC'D.: J $100.00 Rec'd. Permission is hereby granted to do the following work under the supervision of the Department of Transportation, Bureau of Highways at th locati n designated hereon, subject to the statements made on the application for permit, and to the pertinent provisi ns of th current p rmitt a manual, including amendments thereto. This p rmit do s not become effective until all necessary local and State licenses and permits are obtained by the Permittee r his agent,and further,the Permittee shall be subject to all Federal,State and local regulations. This p rmit Is issued in strict compliance with, but not limited by, the following specific requirements, referenced attachments and th current editl n of the Bureau of Highways Standard Specification as are applicable. Th Bureau of Highways Permit Inspector George Johnson MUST BE NOTIFIED AND THE CALL BEFORE YOU DIG REQUEST NUMBER RECORDED 48 HOURS IN ADVANCE OF STARTING WORK ON THE PROJECT. REQUEST NO. Excavate within the highway right-of-way to install drainage and utilities as delineated on plans entitled "Prepared for Savings Bank of Manchester, Plot Plan South Side Sullivan Avenue, South Windsor, Connecticut" dated May 10, 1989; revised September 6, 1989 and in accordance with the current General and Construction Requirements dated January 1980, attached; with the following stipulations: 1. No work that will interfere with the flow of Route 194 traffic will be permitted before 8:30 a.m. or after 4:00 p.m., Monday thru Friday. 2. Two (2) uniformed traffic people will be required for the above work. 3. "The owner(s) ofthe property containing the drainage appurtenances agree to maintain said drainage so that no damage occurs to the State drainage systems. The owner or his successors, in interest, agree to save the State harmless from any and all claims which may arise due to operation of the associated drainage appurtenances." The permit will be notorized and recorded in the Town Land Records at no cost to the State. 4. The Drainage Connection Concurrence that accompanies this permit must be completed in accordance with the Drainage Concurrence Attachment which is also CALL before you DIG! TOLL FREE, STATEWIDE 1-800-922-4455 Any and all liability for injury,damage or loss resulting from such work as may be undertaken underthe terms of this permit 4Q9"wPer- mitt .Th Permitt a is hereby designated responsible for all future maintenance of all installations or encroachments constructed under this Permit,which in the sole judgement of the State are not part of the highway appurtenances normally maintained by the State. Permittee hereby agrees to indemnify and hold harmless the State of Connecticut for any and all such injury,damage,or loss that may be incurred, ither directly,as a result of said work,and to reimburse the Department of Transportation for any expenses incurred due to the performance of any such work undertaken under the terms of this permit. This permit is revokable at the discretion of the Transportation Commissioner or his designated representative. V GAP/lmk PERMITT SIGNATURE DATE DEPARTMENT OF TRANSP RATION BUREAU OF HIGHWAYS r f LIJ3 BY R- ert J. Mongillo DISTRICT MAINTENANCE MANAGER a South Windsor Route 194 Sullivan Avenue y Savings Bank of Manchester and Orlando Annulli & Sons, Inc. P.O. Box 669 - 147 Hale Road Manchester, Connecticut 06040 Permit Number 1-109652 Continued Page - 2 - 4. (continued) provided herewith. This requirement must be satisfied before this permit can be considered complete. DRAINAGE CONNECTION CONCURRENCE This Drainage Connection Concurrence hereinafter referred to as the Concurrence made and concluded at ._Rocky Hill-- - - Connecticut. this 6th day of December 19 89 , by and between the State of Connec•t'i-cu-t, Department of Transporta' ion acting herein by the Transportation Chief Engineer, Department of Transportation Bureau of ` Highways, duly authorized, and hereinafter referred to as the State., and Savings Bank of Manchester and Orlando Annulli & Sons, Inc. hereinafter referred to as the Owner: WITNESSETH: That, whereas, the Statq has issued permit number 1-109652 establish a private connection to the Bureau of Highways storm drai follows: nage system as to The Proposed building site for the Saving s Bank of Manchester located on the South side of Sullivan Avenue (Route 194) in the Town of Sou th Windsor shall have a basement drain consisting of 2" PVC. This 2" PVC Drain shall run from the Northwest corner of the building and then run for 98 L.F. in a Northerly direction where it w' f ill in et into an existing•state catch basin located between utility poles #188 and #189, along the South side of Sullivan Avenue (Route 194) in the Town of South Windsor, Connecticut. WHEREAS, such connection may, in the future, prove a detriment to said drainage system by reason of contamination, overloading, malfunction, relocation or other causes, NOW, THEREFORE, KNOW YE, that, it is understood and agreed, between the parties r- - hereto, that this Concurrence is a temporary privilege to make and maintain a certain drainage connection as above described; that only„;clear and uncontaminated water will_be discharged throu&h said connection; that in t .event that the State deems it _ advisable; convenient or necessary to design, construct, reconstruct or relocate its highway and/or highway appurtenances or any oth+'`construction activity within the area of said connection, the Owner shall bear the entire cost of relocating the connection that may be•required as a -result of -such future State activit • that f _ in the opinion of the State, the connection malfunctions or ceases to 'function or causes any damage or any threat of damage to State property, the Owner shall imme- diately *rectify such condition or the State shall take steps to*repair such damage and/or threat of damage and all cost incurred thereby shall be reimbursed by the Owner and any and all consequential damages, if any, resulting from such action shall be borne completely by the Owner; that the State reserve the right to block o4f and/or disconnect the connection as a means of removing any further threat of damage; that the Owner is making the connection totally at his own risk and should the Owner incur any damage as a result of the State drainage system backing up or flooding, or malfunctioning or ceasing to function in any manner, the State or' its agents will not be liable in any respect; that the Owner shall indemnify and save harmless the State, its officers, agents and employees from all claims, suits, actions, damages and cost of every name and description caused by or resulting from the connection; that all the obligations incurred by the Owner under this Concurrence shall be binding upon any successors in interest to the Owner and they shall be permanently bound to maintain the connection as long as it shall so exist. For the Transportation Chief Engineer Bureau of Highways TCWN OF SOUTH WINDSOR STAFF SITE CHANGE FCR SITE & SUBDIVISION GENERAL: Site Name /0dvIN jr, I"��+ 4 (L P&Z No . OPt- SIP Owner Phone No. &4CD-L-700 x 24¢ Contractor 0 Signature of Owner !/. Date: 3-Ali—t� Signature of Design Engr.. Date: r CHANGE: (Describe location and nature of change. Include plan/profile of Change) . i7���P��a� l.tt�►� Reason for Change: (Why is change required) APPROVALS: (As Required) Dir.. Of Planning /j o Date: L t z Town Engineer Date: Dir. of Public ks Date: Oth r: Date: STAFF COMMENTS : cc: Deputy Town Engineer Zoning Enforcement Officer Chief Building Official TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: Site Name 4dviN�_ FoA t-LK oir, t,A� y.worefL P&Z No. R- S 1.10 Owner Phone No. &Q-Co-[-700 x 24 - Contractor 0 Signature of Owner. Date: Signature of Design Engr. {,,:t--,. Date: iz- -'In CHANGE: (Describe location and nature of change. Include plan/profile of Change) . G��r-t�� �`�2 �o� ��►r� �2o►n.� U w�t�t Pu l� �vt t,.�1 Nr�, TO 2" Reason for Change: (Why is change required) 1"(,&HyJEACM)QR.-rz -,n c!s Q,ut�CEQ PUruw Sc7iG���ST 2 F"nec-fio M4 t 0 ton-gm- APPROVALS: (As Required) Dir. Of Planning � � Date: 1 Town Engineer Date: *STDir. of Public r s Date: Other: Date: STAFF COMMENTS: cc: Deputy Town Engineer .Zoning Enforcement Officer v 0 Chief Building Official RECII = it 10 TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: Site Name E?A al K air, k EfL P&Z No. Owner oq= Phone No._&%-L-700 x 2�¢ r Contractor 0 Signature of Owner Date: Signature of Design Engr. (�.��.� _ 0 •�C. Date: /z CHANGE: (Describe location and nature of change. Include plan/profile of Change) . ADO Reason for Change: (Why is change required) APPROVALS: (As Required) Dir.. Of Planning r' Date: Town Engineer Date: /Z-�-8`j Dir. of Public W ks Date: Other: Date: STAF COMMENTS: cc: Deputy Town Engineer Zoning Enforcement Officer Chief Building Official TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: Site Name 44VIW-241 PDA"6 P&Z No. 8Pt- S-1 p Owner o� Phone No.�% L�OO x 24¢ Contractor O , Signature of 9zDate: y �, Signature of Design_ Engr. (�.L��t�-4,, Date: I !:L279F CHANGE: (Describe location and nature of change. Include plan/profile of Change) . Ntm— Reason for Change: (Why is change required) (1tC P—AI lib 1 � s'To� �tZ ►Nf*�t� �r4-T-H�2 -=,- 0KA1? I U&A p 70 iqU er-- P9cYai ins s t�•l APPROVALS: (As Required) Dir. Of Planning Date: Town Engineer Date: !Z 2-o Dir. of Public W r s Date: Other: Date: ST F COMMENTS• cc: Deputy Town Engineer .Zoning Enforcement Officer Chief Building Official TOWN OF SOUTH WINDSOR M E '%_�'A � � ►�_ D STAFF SITE CHANGE DEC 20 198Q FOR SITE & SUBDIVISION GENERAL: 30. WINDSOR PLANNING DEPT. Site Name 6A"K air_ c490G;M(L P&Z No. R- 3-110 Owner Phone No.,&%-['700 x ¢ Contractor d NV-"' Signature of Owne Date: Signature of Design Engr. Nor Rom'D. Date: CHANGE: (Describe location and nature of change. Include plan/profile of Change) . To Cl t2 Reason for Change: (Why is change required) ,fir vRJ EtA r APPROVALS: (As Required) Dir. Of Planning Date: Town Engineer Date: Z - �'- 7 Dir. of Public ork Date: f Other: Date: STAFF COMMENTS: ' j cc: Deputy Town Engineer Zoning Enforcement Officer Chief Building Official A0*N aft t� C * r Gary K. Tyler s Chief of Police R•COC Police Services May 1, 1990 U & R Construction Company Inc. 99 East Center Street Manchester, Connecticut 06040 RE: PARKING LOT AT/OR NEAR THE NEW SAVINGS BANK OF MANCHESTER SULLIVAN PLAZA - SULLIVAN AVENUE, SOUTH WINDSOR, CT. 06074 Dear Sir/Madam: After reviewing the construction site located at the newly constructed Savings Bank of Manchester with Jerry Iazetta, South Windsor Town Engineer, the Department is recommending the following signs and pavement markings. 1. Install ten (10) No Parking Signs at the following locations: a. (1) on each of the six islands with sign facing the bank. b. (4) in front of the bank facing the parking lot - see attached map for placement - red dot. 2. Install pavement markings - double yellow line painted in center of .travel portion of driveway located between bank and islands. See attached map for placement. Orange line. 3. Install pavement markings - arrows at the following locations: Yellow arrows indicating traffic direction in designated lanes east/west direction, using the appropriate number of arrows. Department recommends four (4) arrows on either side of double yellow lanes. 4. Install pavement markings (yellow paint) paint all island curbing with yellow paint. 5. Install pavement markings (yellow paint) paint curb line in front of bank with yellow paint. 151 Sand Hill Rood • South Windsor, Connecticut 06074 • (203) 644-2551 -2- If you have any questions, please contact me at your convenience. Very truly yours, Gary K. Tyler Chief of Police By: •Sergeant Thomas C. Hart #103 Traffic Services TCH:sl cc: Jerry Iazetta, Town Engineer Marcia Banach, Town Planner File e r 7_0�� �S ?d& tdl�Ot e � u = v 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 ,c �v AREA CODE 203/644-2511 September 11, 1990 ' Planning & Zoning Commission 1540 Sullivan Avenue South Windsor, CT 06074 Dear Madam/Sir: Re: Bonds At the September 10, 1990 meeting of the Inland Wetlands Agency/Conservation Commission, it was voted to release the following bonds: Application #381, Abbe Road Estates in the amount of $10,000.00. Application #89-33P, Atlas Oil/Oakland Road in the amount of $5,000.00. Application #89-18P, Capitol Steel in the amount of $5,000.00. Application #87-487, Covensky Industrial Building in the amount of $3,000. 00 Application #294, Evan's Crossing in the amount of $15,000.00. Application #89-30P, Franklin Distributors in the amount of $5,000.00. Application #89-27P, Gerber Scientific in the amount of $10,000.00. Application #88-45P, KF Brick in the amount of $5,000.00. Application #87-396 , Reliable Refuse in the amount of $2,500. 00 . A licat',ofi #89-37P�avin s Bank of Manchester in the amount PP � � g of $2,00 .00. o ` Application #373, Terlizzi, Lot 6 & Subdivision in the amount of $10,000.00. Application #379, Tri-State Laundries in th amount of $5,000. 00. Application #88-107P, Vintage Homes (Foster. - 2 lots) in the amount of $2,000.00. Application #88-31P, Waldo Brothers in the amount of $5,000. 00. Application #89-78P, Gelco Space in the amount of $6,000.00. Application #405, Knoek Hardware in the amount of $2,000.00. Application #208, Quality Electric in the amount of $2,500 . 00. Press Services in the amount of $2,000.00. Application #89-74P, Boat Works Marine Storage in the amount of $5,000. 00. VQ, y truly yours, James A. Lombardi Ch airman airman Inland Wetlands Agency/Conserva ion Commission JAL/pmm cc: Marcia A. Banach, Director of Planning Jerry Iazzetta, Town Engineer Michele Lipe, Ass't Planner/Analyst C Y T-ow O-P S-0 qdblz� 4 �Q 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 ~osoR•co�'`a AREA CODE 203/644.2511 14 September 1990 Mr. Jim Simmons Orlando Annulli & Sons, Inc. P.O. Box 669 Manchester, CT 06040 Dear Mr. Simmons: re: Savings Bank of Manchester $2,000 IWA/CC Bond This is to advise that the Planning and Zoning Commission voted on 11 September 1990 to release the IWA/CC Bond. Advance arrangements should be made to pick up the bond to ensure that the necessary contact person(s) will be available. If you have any further questions contact the Planning Department at 644-2511, Ext. 251 . Thank you. Very truly yours, PLANNING & ZONING COMMISSION Marshall Montana Chairman cc: J. Iazzetta, Town Engineer L,A#f. Banach, Director of Planning PZC File Orlando Annulli and Sons, Inc. Spu )990 147 Hale Road, P.O. Box 669@ Manchester, CT 06040 Tel. (203) 644-2427 C0��1i October 1, 1990 Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Attn: Mrs. Louise Evans, Chairman Planning a Zoning Commission Re: $5,000 Landscape Bond Release (Project Completion April 1990) Project: Savings Bank of Manchester (#1305) 955 Sullivan Avenue South Windsor, CT 06074 Dear Mrs. Evans, Orlando Annulli & Sons, Inc. completed all landscape work at the Savings Bank of Manchester, 955 Sullivan Avenue, South Windsor, Connecticut. Therefore, based upon your successful review and approval we would like to request release of the $5,000 Landscape Bond, at your October 9, 1990 meeting. Our bonding company requires this returned by October 10, 1990 to avoid reissuance and a new premium charge. Thank you very much for your review. Should you have any questions, please feel free to call. Very truly yours, ORLANDO ANNOLLI & SONS, INC. Philip J. Candels Projevy Manager PJC/njc cc: Mr. Orlando Annulli PJC File File M "4 o O-P sloati, C � 1540 SULLIVAN AVENUE . SOUTH WINDSOR. CONN. 06074 'f'psOR-Gpt AREA CODE 203/644-2511 M E M O R A N D U M October 9, 1990 TO: PLANNING & ZONING COMMISSION MEMBERS FROM: Marcia A. Banach, Director of Planning RE: BOND REDUCTIONS/RELEASES Below please find recommended bond reductions. LANDSCAPING BONDS Rnoeck Hardware $ 5,000 $ 51000 -0- �' Manchester Savings Bank $ 51000 $ 5,000 -0- Waldo Bros . $10,000 $10,000 -0- SUBDIVISIONS BONDS PRESENT BOND RECOMMENDED REMAINING SITE AMOUNT BOND REDUCTION BOND BALANCE Spinner's Estates $965,000 $730,000 $235, 000 Initiate the calling of the Letters of Credit for Hartford Prospective Industries in the amounts of $5,000 and $7,000 which expire on 10/16/90 . ml cc: Engineering-Project File C, r T-OU� 01 - ?40&U&Ot .� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 R•co�'� AREA CODE 203/644-2511 10 October 1990 Mr. Jim Simmons Orlando Annulli & Sons, Inc. P.O. Box 669 Manchester, CT 06040 Dear Mr. Simmons: re: Savings Bank of Manchester $5,000 Landscaping Bond This is to advise that the Planning and Zoning Commission voted on 9 October 1990 to release the Landscaping Bond. Advance arrangements should be made to pick up the bond to ensure that the necessary contact person(s) will be available. If you have any further questions contact the Planning Department at 644-2511, Ext. 251 . Thank you. Very truly yours, PLANNING & ZONING COMMISSION Louise Evans Chairman cc: M. Banach, Director of Planning !D �7 r " -f A-A bt y.M' tF yk,r ,yr .._.• !Ir {%t�' ,t,;. 3A., r 1r i` ��Jw j �' ~ '• t ,x .-L � tiF'�•,Y�s(1�;`ti 'Y �! b �11 I•' 1�. � ' ` tr� ., ,t �F I . f•.e , ^•. 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