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1006 A SULLIVAN AVE
DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT Appli TOWN OF SOUTH WINDSOR PERMIT# es' � BUILDING DEPARTMENT �� s•3 D 1540 SULLIVAN AVENUE !Date 644-2511 ext. 230 Bldg.Permit# 3 Buildin spector Application must be printed or typed FEE SCHEDULE ` Location of Job: �73 $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT CL—Ecz-t-1 r- C— APPLICANT ADDRESS (s SANK>R"`+ be, . j y LT" W J A.,o s o-A-j GT APPLICANT PHONE# 028 9- 8 s- o s F-4 OWNER 104 EU t_ l co-o- !0-V U :S1C L1 Vik#j Ave, 0-C OWNER ADDRESS Ile LN ��G►�H N, ai , CT ac9o�� OWNER PHONE a3a3 O C ESTIMATED COST$ o ov o. i x IS THIS A CONTRACT COST? _Yes _No FEE ENCLOSED$ CO, TYPE OF JOB: �SOR CO� New Installation _Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATEDWITH A ❑RESIDENTIAL BUILDING PERMIT APPLICATION? 0 YES ElNO ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE❑EDUCATIONAL FUTURE USE AND OCCUPANCY ❑ INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑ MIXED USE (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION/WIRING METHOD AB L E SIZE OF SERVICE 400 SIZE OF MAIN CONDUCTORS 5&) m c-m NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS ,3 REMOTE DISCONNECT REQUIRED? ❑YES ❑NO NUMBER OF LIGHT CIRCUITS _ NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES 8 NUMBER OF OUTLETS d 0 NUMBER OF LIGHT FIXTURES 21 0 NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS o; SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMPITED. Q DESCRIPTION OF WORK f.0 IA).#,q BF dAcd /et?A--- LV6 TO /ya-110E J/TC bGNTING, 1-16 "-ri A-'gi ► e6C&PTAC Q-S , 1ES THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE -T Electric# APPLICATION FOR BUILDING PERMIT L .-Plumbing# Z� 1006 Sullivan Avenue Vnit - Date: �O-Zv- 05 HVAC # / Z$7� Sprinkler# 32082 FINAL APPROVALS -F00"' SIGN - ------_- --------- - - — Estimated Cost '.9�T�- ' ---------- -- ------ Permit Fee $BuildingLETE RED BOXED AREASEngineering YPE OR PRINT ONLY Eng.Ins . Feeancy e $Affidavit g' pA t. for C ? �pp ON REVERSE SIDE / Total Fee $ TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR,CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: 1�c/ �� -4 Applicant09LANOo AIJ1JU L) SoNS IMC • Location of Work 10061 St udVA*J ayF - OfJIT ALot No. Applicant's Address �b SO)t 0/0 _ Tel.# 9&0-b 4t/-Z4Z7 Town MAWC J"TF,t2 GT• ZipG60450010 'Lic.# 009od 1 J 8 Owner gmnA:G Sa.oN t!tfNArJT Architect --_ Owners Address Architect's Address Zip Zip Sq. Ft. New Area: 1st FI. i 2t04 G0,0sS 2nd FI. 3rd FI. Total New Area Purpose of this permit 7'rIA-,j i lt-b -007' FvrL 694912f &4t0nJ City Water[ Well❑ Septic System❑ Sewer[ Ins: HO SP Cert. Ara Baseme Garage Approved b} Date Use Group _ Construction Type , Revised SM2 Ilk I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this building and its use is allowed. � Signed I hereby apply for a Certificate of Occupancy for the work described in this application for the permit. ` Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS J J • r Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- **-32082-B 23,000 P02 UNDERGROUND 11/14/05 PJP A W/MIKE ANNULI E03 ROUGH 12/01/05 JFF A WITH CONTRACTOR B04 INSULATION 12/05/05 JFF D WITH CONTRACTOR NOT COMPLETED P03 ROUGH 12/05/05 JFF A WITH CONTRACTOR DWV B04 INSULATION 12/06/05 PJP A B04 INSULATION 12/06/05 PJP A NO SUPER ON SITE,NEED ACCESS TO ATTIC SPACE VERBAL TO PLUMBER PO4 GAS TEST 12/08/05 PJP A LABEL DIRECTION FLOW AND TENENT ADDRESS B03 FRAMING (ROUGH) 12/15/05 JFF A DEMISING WALL LEFT NOTICE ID GAS ATTIC ACCESS E03 ROUGH 12/15/05 JFF A DEMISING WALL B09 OTHER 12/27/05 CJD A E03 ROUGH 12/27/05 CJD A B10 FINAL O1/09/05 PJP A W/MIKE ANNULI, CHECK ADDRESS,LAB EL MAIN D/C B03 FRAMING (ROUGH) 11/21/05 CJD A i I i IP SITE COMPLIANCE CHECKLIST h TOWN of SOUTH WINDSOR, CONNECTICUT 1006 SULLIVAN AVE : LOT_# �� Reviewed By �Ro (Fng�eering) ORLANDO ANNULLI &i ONS Date Reviewed il�s G profit /Denied it�Z,ti PO BOX 610,MANCHES'ER,CT Reviewed By �AA (Planning) BP # 32082 Ph # 150-644-2427 Date Reviewed im i pppti/Denied Date _ Submitted 1' '07/05 ***** **cf. *O4 �►` In accordance with'the Zoning and/or Subdivision Regulations, prior to the �J building of any stricture on a lot, a Topographic Plot Plan shall be submitted for approval The n nimum requirements shall include Approved Denied NA rJo k f°' 1. Name, address & phone number of owner/applicant 2. Name, address & phone number of plan preparer _ 3. Zoning Information - i e zone, open space, floodway, street address 4. Plot Plan at 1" = 40' scale a. Subdivision reference, abutting properties, etc b. Easements of record c Lot description, bearings, building lines, distances, area, etc d. Contours, existing & proposed, 1 or 2 ft interval where appropriate e. Building location with dimensions Elevations of proposed finish floor, garage floor & centerline of road at driveway f. Elevations of gravity drainage systems, sanitary & foundation drain at the house and the street g. Tentative utility location (gas, water, electric, septic system, etc ) h. Title block with name and address of preparer, date, appropriate certification, live seal and live signature consistent with the Board of Registration requirements (P.E & L.S ) 5 Sedimentation and erosion control 6 Special Planning & Zoning, Inland/Wetlands considerations (Plans on file w/Town Clerk) COMMENTS RECE107-0 JAN L V 2006 SOUTH WINDSOR ENGINEERING DEPT. SITE COMPLIANCE CHECKLIST gJt1 TOWN of SOUTH WINDSOR, CONNECTICUT VIP,:yi�.'/- 1006 SULLIVAN AVE LOT # � Reviewed By BeringORLANDO ANNULLI & SONS Date Reviewed V ti t, f(Eng'l /DeniedLt, W PO BOX 610,MANCHESTER,CT Reviewed By )AA (Planning) BP #_32082_ Ph_# 860-644-2427 Date Reviewed ,,i, , pprov /Denied Date Submitted 11/07/05 ***** ***** In accordance with the Zoning and/or Subdivision Regulations, prior to the building of any structure on a lot, a Topographic Plot Plan shall be submitted for approval The minimum requirements shall include Approved Denied N/A O .9c�u 1 Name, address & phone number of ownernpplicant 2. Name, address & phone number of plan preparer 3 Zoning Information - i e zone, open space, floodway, street address. _ 4. Plot Plan at 1" = 40' scale a. Subdivision reference, abutting properties, etc b. Easements of record c Lot description, bearings, building lines, distances, area, etc. d. Contours, existing & proposed, 1 or 2 ft interval where appropriate e. Building location with dimensions. Elevations of proposed finish floor, garage floor & centerline of road at driveway f Elevations of gravity drainage systems, sanitary & foundation drain at the house and the street g. Tentative utility location (gas, water, electric, septic system, etc.) h. Title block with name and address of preparer, date, appropriate certification, live seal and live signature consistent with the Board of Registration- requirements. (P.E. & L.S.) 5 Sedimentation and erosion control 6. Special Planning & Zoning, Inland/Wetlands considerations (Plans on file w/Town Clerk) COMMENTS 0 0 sC7, �S eL L,.e au�s s cy Town of South Windsor, CT Drain Layer Permit Location sir..>40.3"'SVMMER.WOOD LANE ne;:.-HORSESHOE LANE ASSOCIATES LLC s: a�vxiid 3.1cense>'iss4ed by the nd conditions" set...forth in the U.:aCcoxdance`:with Town of South and,the attached conditions 9 ted"By.a Orlando Annulli and Sons, Inc. P.O.Box 610/147 Hale Road Manchester,Connecticut 06045-0610 860-644-2427/FAX 860-644-6505 TRANSMITTAL TO PAULA PIERCE PROJECT NAME: BANK and MIXED USE BUILDING-South Windsor FIRM SOUTH WINDSOR BUILDING DEPT. Project #: 1871 STREET: TOWN HALL 1540 SULLIVAN Ave. CITY/ST: SOUTH WINDSOR CT 06074 ❑ FAXED IF] MAIL ❑ FEDERAL EXPRESS FROM: BRAD DOWNEY TOTAL# PAGES SENT: FAX#: DATE: August 3,2005 TIME SENT: Herewith❑ Under Separate Cover Via:HAND DELIVERED Copies Drawing No. Date Description Code 1 REP#1,#2 SPECIAL INSPECTION INTERM REPORTS IMTL J 1 #1 THRU#18 FIELD INSPECTION REPORTS IMTL J NOTES ACTION REQUESTED A. For Approval ❑ G. For Review and Comment ❑ B.Approved ❑ H.As Requested ❑ C.Approved as noted ❑ I.Job Distribution ❑ D.Revise and Resubmit ❑ J. For Your Record ❑ E. Rejected ❑ K.Additional information Attached ❑ F. Release for Fabrication ❑ L. For Processing ❑ DISTRIBUTION. ❑File Div. #: ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 13 IMTL Accurate information you can rely on. Interim Report of Special Inspections Client: Orlando Annulli & Sons Project No.. 6992 Project: Savings Institute, South Windsor Report No.. 001 Inspector: Richard K. White,P.E. Date: 04/19/05 Subject: Interim Report of Special Inspection In compliance with the Engineer's Coalition Form 101 and BOCA section 1705 requirements, the writer performed a visual review of the work in progress and the inspection reports, noting any areas of non- compliance with the Design Engineers plans and specifications. The purpose of this visit was to review the progress at the site in conjunction with the inspections conducted to date. The foundation for the restaurant portion was completed and the contractor was framing the walls for the bank. A brief discussion was held with the contractor with respect to curing methods to be used for the walls. Backfilling is expected to begin soon. Review of onsite conditions and inspection reports completed to date indicate that these aspects are being installed in accordance with the design drawings. Work is progressing quickly; no discrepancies were noted. G�f4WB / Fa0 w M a �T Kp,wore b Fiff b Pc: Brad Downey, Orlando Annulli & Sons/Chris Dugan, Town of South Windsor ka Independent Materials Testing Laboratories,Inc. T 860.747.1000 mail@imtict.com Test reports may not be reproduced except in full with 57 N.Washington St.,P.O.Box 745,Plainville,CT 06062 F 860.747.6455 www.imdct.com approval of IMTL.All results relate to the items tested 11149k . IMTL Accurate information you can rely on. Interim Report of Special Inspections Client: Orlando Annulli &Sons Project No.. 6992 Project: Savings Institute, South Windsor Report No.. 002 Inspector: Richard K. White, P.E. Date: 05/18/05 Subject: Interim Report of Special Inspection In compliance with the Engineer's Coalition Form 101 and BOCA section 1705 requirements, the writer performed a visual review of the work in progress and the inspection reports, noting any areas of non- compliance with the Design Engineers plans and specifications. Inspections have been scheduled in accordance with the Statement of Special Inspections. Reinforcing inspection results have been acceptable. Reinforcing discrepancies have been immediately addressed and corrected. Inspections have been performed on the footing subgrade material with acceptable results. Footing and foundation walls for the bank and mixed use buildings were completed and backfilled. The slab on grade for the bank building has been placed on compacted backfill with compaction testing having been performed with acceptable results. The writer observed that the exterior stud walls and steel framing had been erected. An inspection of these items as well as compaction testing for the mixed use building for the slab on grade are to be scheduled by the project superintendent �OV0 F��� ��4G i +la ltI �Q a��jt��� `ty ~w°dAL Goa i Pc: Brad Downey, Orlando Annulli &Sons/Chris Dugan, Town of South Windsor ka Independent Materials Testing Laboratories,Inc. T 860.747.1000 mail@imdct.com Test reports may not be reproduced except in frill with 57 N.Washington St.,P.O.Box 745,Plainville,CT 06062 F 860.747.6455 www.imtict.com approval of IMTL.All results relate to the items tested. 04/19/2005 12:45 8607476455 IMTL PAGE 02/03 IMTL Accurate infiDrmari?on you can rtl on. PROCTOR TEST REPORT PROJECT: SAVINGS INSTITUTE REPORT NO 001 CLIENT: ORLANDO ANNULLI & SONS PROJECT NO 6989 LAO NO. ; 20091 DATE: 04/15/05 SOURCE: ON SITE, EXCAVATED -FROM BANK BUILDING SAMPLED BY: C. KARPEICHK USE: STRUCTURAL FILL GRADATION ASSOCIATED REMARKS: WITH THIS SAMPLE Yea TEST METHODS: Test specification ASTM D 1557-91 Procedure C, Modified MATERIAL DESCRIPTION RED BRONW SAND; LTL GRAVEL; TRACE FINES ?> 3/4 In 3 23 TESTED BY: LC/JM TEST FdMMTS Maximum dry density - 119 5 pcf Optimum moisture a 13 0 7. 140 Oversize correction applied to each point 130 120 100% SATURATION CURVES FOR SPEC. GRAY. E010: 2 B 6*►w-w 2 6 t� G'A�,52Gi 110100 r �� ► CL c AL Fes` d .0 t 90 0 SO 70 0 5 10 20 25 30 35 40 >/r-- /Wdte�ontent , % REVIEWED BY: ✓ '��` `ir/5 �" Independent Materials Testing Laboratories,Inc. T 8G0.747.1000 mai).®Imtictcom Tat rep„m may nut bercp roduoed acem In fvU with 57 N.Wasbington St.,P.O.Box 745,Plainville,LT 06062 P 860.747.6455 wwwimtict.tom npC^�`'� IMTL NI mulu relm to the itcm twed. Tat rcpore most not be used by dual to d;um plodva mdommmr byNVIh1'at uryajency cf 6eUS Gurowrtm 04/19/2005 12:45 8607476455 IMTL PAGE 03/03 IMTL Accura4r informafxont yo4 Can rely on. Soil Gradation Report GRADATION AM. D422;WET WASH ASTM D-1140 PROJECT: SAVINGS INSTITUTE PROJECT NO.: 6989 CLIENT: ORLANDO ANNULLI&SONS REPORT NO.: 002 LAB.NO.: .20091 DATE: W18/05 USE: STRUCTURAL PILL SAMPLED BY: C.KARPEICH K SPEC A: N/A SOURCE: ON SITE,EXCAVATED FROM BANK BUILDING GRADATION RESULTS SIEVE# %PASS SPEC A 90= (3-1/2") 100.0 63= (2-1/2") 100.0 56 mm (2-1/4") 100.0 50 M= (2") 100.0 37.5 x= (1-I/2") 100.0 25 v= (1") 96.8 19 mm (3/4") 96.8 12.5 nrm (1/2") 96.1 6.3= (1/4") 93.4 4.7S n= (#4) 92.2 2.0=i (#10) 873 425 (#40) 23.8 150 Nm (#100) 5.9 75 p= (#h200) 3.8 COMPS WITH: SPEC A: NIA AS PER GRADATION ABOVE SOIL.DESCRIPTION:- RM- BR0 AI�;'Lk � G r- ;TRACE Fn\rES y + Rr,VIEWED BY' i I '...C,,.: ! a�'•'' /iT/;Gi�?� k y �tG pc:Brad Downey,Orlando iu li&Sons r �' r 4# lni Y4Iir W Mi Independent Materials Testing Laboratories,Inc. T 860.747.1000 n%Z@imdct.com Text mpoca tm full with 57 N.'Wa3hlngron St.,PO.Box 745,Plalnvllle,CT 06062 P 860.747.6455 wwwAmticLcom °f o ftl 7.N[r.Pore�mum not bf and by 6=to dpim product utdonanmt bZ NV1AI'or iny'�'4 of d,c US t'wwwwuemt A�t IMTL Accurate information you can rely on. Soils Inspection Report Client: Orlando Annulli & Sons, Inc. Project No.. 6989 Project: Savings Institute Report No.. 003 Inspector: Chris Karpeichik Date: 04/13/05 Subject: Footing Subgrade Observation As required by the Statement of Special Inspection, the writer was on site to verify preparation and suitability of footing subgrade. At the time of this inspection, excavation for footings of the Savings Institute building and the adjacent retail building was complete. Footing subgrade material consists of non-organic sand, which appears to be native. Material was firm with no soft areas observed. Presumptive load bearing values as described in BOCA for this material should meet or exceed the required minimum load bearing value of 2000 psf stated within design criteria shown on drawings/plans. �00 o e D ` O t l �1Si'TS3� d�' JpNAL pc: Brad Downey, Orlando Annulli & Sons, Inc. jm Independent Materials Testing Laboratories,Inc. T 860.747.1000 mail@imdct.com Test reports may not be reproduced except in full with 57 N.Washington St.,P.O.Box 745,Plainville,CT 06062 F 860.747.6455 www.imtict.com approval of IMTL All results relate to the items tested. IMTL Accurate information you can rely on. Rebar Inspection Client: Orlando Annulli & Sons, Inc. Project No.. 6989 Project: Savings Institute Report No.. 004 Date: April 13, 2005 Page No.. 1 of 2 Location: Complete Footing for Mix Use Building cF cc" Inspector: Chris Bauer �'AD "�X � e Percentage of Completion at Time of Inspection: ,u � �036 Rebar: 100% Formwork: 100% ° $ 036 s, 1. Rebar sizes, spacing from each other and formwork: Deficiencies: Comments: Rebar sizes and spacing as per drawings. 2. Rebar quality,cleanliness, rust, grease, etc.. Deficiencies: Comments: Grade 60 rebar was clean 3. Positioning of Rebar: Use of chairs: Good Comments: Concrete bricks utilized as chairs Adequacy of firm tie offs: Good Comments: Are dowels in place now.. No: X Yes: N/A: The superintendent allowed Pioneer Valley to wet set dowels 4. Rebar splicing: Good Diameter of laps: 40 x diameter Is wiring adequate? Yes Comments: Independent Materials Testing Laboratories,Inc. T 860.747.1000 mail@imdct.com Test reports may not be reproduced except in frill with 57 N.Washington St.,P.O.Box 745,Plainville,CT 06062 F 860.747.6455 www.imtict.com approval of IMM All results relate to the items tested. Savings Institute Project No.. 6989 Report No.. 004 April 13,2005 Page No.. 2 of 2 5. Construction joint quality—cleanliness,water, etc. Depth: Width: Shape: Comments: Contractor was allowed to drag keyway 6. General condition of forms in place: Cleanliness: Good Oiled: Yes: No: Conditions: Comments: 7. Quality of formwork: Trueness in 36"- Good Plumbness in 36"• Good Line Straightness Good Bracing: Good Comments: S. Formwork inside dimensions, L,H, W. Measure Dimensions: As per drawings Comments: 9. Is a follow-up inspection necessary just prior to the concrete placement? No If so, for which item numbers? 10. List Discrepancies: pc: Brad Downey, Orlando Annulli &Sons, Inc. jm IMTL Accurate information you can rely on. REPORT OF CONCRETE INSPECTION CLIENT Orlando Annulli & Sons PROJECT NO 6989 PROJECT Savings Institute REPORT NO 0005 CONTRACTOR Pioneer Valley DATE CAST 04/13/05 CONCRETE SUPPLIER Tilcon LOCATION OF CONCRETE Computer Footing for Mix Use Building DESIGN STRENGTH, PSI 3 , 000 DAYS CURED IN FIELD: 1 CEMENT, LBS. 855/1240 AMBIENT TEMPERATURE: 55 FINE AGGREGATE, LBS 9360 @4% M/C INSPECTOR Chris Bauer COARSE AGGREGATE, LBS 3/8-3960; 3/4-7960 SPECIMEN SIZE: Standard 61' X 12" WATER, GALLONS 171 SPEC AREA APPROX: 28 27 sq in ADMIXTURE: Air-16; 997/201 SPECIMEN COND: Satisfactory Test methods used if shown ASTM C-31, C-39, C-143, C-173 or C-231, C-1064 TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP % $# 0123 01 53 02 45 03 15 82 3 50 6 5 69 4 8 a SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO DAYS LOAD LOAD PSI INCHES % TEMP FRAC POUNDS* a 119014 7 04/20/05 82 , 500 2 , 920 3 50 4 8 69 shear 29. 6 119015 28 05/11/05 3 50 4 8 69 119016 28 05/11/05 3 50 4 8 69 119017 S 3 .50 4 8 69 NOTES 01 pc Brad Downey, Orlando Annulli & Sons 02 jm 03 04/20/05 - 28 27 square inches, 6 001' 04 Concrete was poured in a timely manner from end of truck and consolidated with a vibrator Independent Materials Testing Laboratories,Inc. T 860.747.1000 mail@imdct.com Test reports may not be reproduced except in full with 57 N.Washington St.,P.O.Box 745,Plainville,CI 06062 F 860.747.6455 www.imtict.com approval of IMTL All results relate to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. IMTL Accurate information you can rely on. COMPRESSION TEST OF CONCRETE CYLINDERS CLIENT Orlando Annulli & Sons PROJECT NO : 6989 PROJECT Savings Institute REPORT NO 0005 CONTRACTOR Pioneer Valley DATE CAST 04/13/05 CONCRETE SUPPLIER Tilcon LOCATION OF CONCRETE Computer Footing for Mix Use Building DESIGNED STRENGTH, PSI 3 , 000 DAYS CURED IN FIELD 1 CEMENT, LBS 855/1240 AMBIENT TEMPERATURE 55 FINE AGGREGATE, LBS 9360 Q4% M/C INSPECTOR Chris Bauer COARSE AGGREGATE LBS 3/8-3960; 3/4-7960 SPECIMEN SIZE: STANDARD 6" X 1211 WATER, GALLONS : 171 SPEC AREA APPROX 28 .27 SQ IN ADMIXTURE: Air-16; 997/201 SPECIMEN COND: Satisfactory Test methods used if shown ASTM C-31, C-39, C-143 , C-173 or C-231, C-1064 LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO DAYS LOAD PSI LOAD INCHES % TEMP FRAC POUNDS 119014 7 04/20/05 82, 500 2, 920 3 50 4 8 69 shear 29. 6 119015 28 05/11/05 146, 500 5, 200 3 50 4 . 8 69 shear �a �F 119016 28 05/11/05 153 , 500 5, 450 3 50 4 . 8 69 she& c `y� 119017 S 3 .50 4 8 69 a �, � G a Q NOTES ® ' l "p 01 pc Brad Downey, Orlando Annulli & Sons 440. tat 0 02 j m oA7AL4�' 03 04/20/05 - 28 .27 square inches, 6. 0011 , 05/11/05 - 28 . 17 square inc es, 5 99" 04 Concrete was poured in a timely manner from end of truck and consolidated with a vibrator 00 ANNUL&SONS,INC, ORS Independent Materials Testing Laboratories,Inc. T 860.747.1000 mail@imtict.com Test reports may not be reproduced except in full with 57 N.Washington St.,P.O.Box 745,Plainville,CT 06062 F 860.747.6455 www.imtict.com approval of IMTL.All results relate to the items tested. Test reports must not be rued by client to claim product endorsement by NVLAP or any agency of the US Government. IMTL Accurate information you can rely on. Rebar Inspection Client: Orlando Annulli &Sons, Inc. Project No.. 6989 Project: Savings Institute Report No.. 006 Date: April 14, 2005 Page No.. 1 of 2 Location: Footings for Bank Building & GorvNe Inspector: Chris Karpeichik A Percentage of Completion at Time of Inspection: } �� a 100 Rebar: 100% Formwork: 100% 1. Rebar sizes, spacing from each other and formwork: Deficiencies: None Comments: Rebar sizes and spacing as per drawings. 2. Rebar quality, cleanliness,rust, grease, etc.. Satisfactory Deficiencies: None Comments: Grade 60 rebar was clean 3. Positioning of Rebar: Satisfactory Use of chairs: Concrete bricks utilized as chairs Comments: Contractor adjusted reinforcement to provide proper coverage Adequacy of firm tie offs: Secure Comments: Are dowels in place now?: No: Yes: X N/A: 4. Rebar splicing: Satisfactory Diameter of laps: 2' overlap for#4's Is wiring adequate? Yes Comments: Short lap splices corrected by contractor prior to placement Independent Materials Testing Laboratories,Inc. T 860.747.1000 mail@imtict.com Test reports may not be reproduced accept in full with 57 N.Washington St.,P.O.Box 745,Plainville,CT 06062 F 860.747.6455 www.imtict.com approval of IMTL.All results relate to the items tested. Savings Institute Project No.. 6989 Report No.. 006 April 14,2005 Page No.. 2 of 2 5. Construction joint quality—cleanliness,water, etc. Depth: Width: Shape: Comments: Contractor to wet set keyway at wall/footing intersection 6. General condition of forms in place: Cleanliness: Clean Oiled: Yes: No: X Conditions: Satisfactory Comments: 7. Quality of formwork: Trueness in 36" Satisfactory Plumbness in 36"- Satisfactory Line Straightness Satisfactory Bracing: Adequate bracing/strapping Comments: 8. Formwork inside dimensions, L, H, W. Measure Dimensions: 10"x 20" footing Comments: 9. Is a follow-up inspection necessary just prior to the concrete placement? No If so, for which item numbers? 10. List Discrepancies: pc: Brad Downey, Orlando Annulli &Sons, Inc. jm '4' 1 M T L Accurate information you can rely on. REPORT OF CONCRETE INSPECTION CLIENT Orlando Annulli & Sons PROJECT NO. 6989 PROJECT Savings Institute REPORT NO 0007 CONTRACTOR Pioneer Valley DATE CAST 04/14/05 CONCRETE SUPPLIER Tilcon LOCATION OF CONCRETE Footings for Bank Building DESIGN STRENGTH, PSI 3, 000 DAYS CURED IN FIELD: 1 CEMENT, LBS 397/129 AMBIENT TEMPERATURE: 54 FINE AGGREGATE, LBS 1444 INSPECTOR Chris Karpeichik COARSE AGGREGATE, LBS 3/8-611; 3/4-1221 SPECIMEN SIZE: Standard 611 X 1211 WATER, GALLONS : 26.3 SPEC AREA APPROX 28 .27 sq in ADMIXTURE: Darex-2 . 1; Polyheed-35 9 SPECIMEN COND: Satisfactory Test methods used if shown ASTM C-31, C-39, C-143 , C-173 or C-231, C-1064 TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC AIR SET NOTE NO BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP % ## 0132 02 14 03 02 03 35 81 4 25 8 5 70 6 6 a SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC POUNDS a 119052 7 04/21/05 67, 500 2, 390 4 25 6 6 70 shear 28 .5 119053 28 05/12/05 4 25 6 6 70 119054 28 05/12/05 4 25 6 6 70 119055 S 4 25 6 6 70 NOTES 01 pc: Brad Downey, Orlando Annulli & Sons 02 jm 03 04/21/05 - 28 27 square inches, 6 0011 04 Concrete properly placed and consolidated by mechanical vibrator Slump test and air content conformed to range stated on mix design Independent Materials Testing Laboratories,Inc. T 860.747.1000 mail@imtict.com Test reports may not be reproduced except in full with 57 N.Washington St.,P.O.Box 745,Plainville,Cr 06062 F 860.747.6455 www.imtict.com approval of IMTL All results relate to the items tested. Test reports must not be used by dient to daim product endorsement by NV1AP or any agency of the US Government. 0 IMTL Accurate information you can rely on. REPORT OF CONCRETE INSPECTION CLIENT Orlando Annulli & Sons PROJECT NO 6989 PROJECT: Savings Institute REPORT NO 0007 CONTRACTOR Pioneer Valley DATE CAST 04/14/05 CONCRETE SUPPLIER Tilcon LOCATION OF CONCRETE Footings for Bank Building DESIGN STRENGTH, PSI 3 , 000 DAYS CURED IN FIELD: 1 CEMENT, LBS 397/129 AMBIENT TEMPERATURE 54 FINE AGGREGATE, LBS 1444 INSPECTOR Chris Karpeichik COARSE AGGREGATE, LBS 3/8-611; 3/4-1221 SPECIMEN SIZE Standard 611 X 1211 WATER, GALLONS 26 3 SPEC AREA APPROX 28 27 sq in. ADMIXTURE Darex-2 1; Polyheed-35 9 SPECIMEN COND: Satisfactory Test methods used if shown ASTM C-31, C-39, C-143 , C-173 or C-231, C-1064 TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC AIR SET NOTE NO BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP % # 0132 02 14 03 : 02 03 35 81 4 .25 8 5 70 6 . 6 a SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO DAYS LOAD LOAD PSI INCHES % TEMP FRAC POUNDS a 119052 7 04/21/05 67, 500 2, 390 4 25 6 6 70 shear 28 .5 119053 28 05/12/05 125, 500 4 , 460 4 25 6 6 70 � 119054 28 05/12/05 124 , 000 4 , 400 4 25 6 . 6 70 ,aD 119055 S 4 25 6 6 70 e t l 1 r_e NOTES 01 pc Brad Downey, Orlando Annull"i & Sons 03 04/21/05 - 28 27 square inches, 6 00" 05/12/05 - 28 17 squar'c-�-7 s, 5 99° 04 Concrete properly placed and consolidated by mechanical vibrator Slump test and air content conformed to range stated on mix design. Independent Materials Testing Laboratories,Inc. T 860-747.1000 mail@imtict.com Test reports may not be reproduced except in full with 57 N.Washington St.,P.O.Box 745,Plainville,CT 06062 F 860.747.6455 www.imtict.com approval of IMTL All results relate to the items tested. Test reports must not be used by client to claim product endorsement by NVIAP or arty agency of the US Government. '4' IMTL Accurate information you can rely on. Rebar Inspection Client: Orlando Annulli &Sons, Inc. Project No.. 6989 Project: Savings Institute Report No.. 008 Date: April 18, 2005 Page No.. 1 of 2 Location: Walls for 1006 Sullivan Avenue Inspector: Shawn Roberts Percentage of Completion at Time of Inspection: Rebar: 100% Formwork: 100% 1. Rebar sizes, spacing from each other and formwork: Deficiencies: Minor adjustments required to maintain clearances to formwork. Comments: Rebar sizes andspacing as per drawings. 2. Rebar quality, cleanliness,rust, grease, etc.. Deficiencies: None Comments: Grade 60 rebar was clean ` ' " a 3. Positioning of Rebar: As per drawings 8 T ° V Use of chairs: N/A ©tiaL Comments: The writer requested additional ties to secure in place Adequacy of firm tie offs: Good Comments: Are dowels in place now?: No: X Yes: N/A: Dowels at doorway need to be installed 4. Rebar splicing: Met or exceeded requirements Diameter of laps: 2'-6"#5's and 2' #4's Is wiring adequate? Yes Comments: Corner bar installed where needed Independent Materials Testing Laboratories,Inc. T 860.747.1000 mail@imtict.com Test reports may not be reproduced except in full with 57 N.Washington St.,P.O.Box 745,Plainville,CT 06062 F 860.747.6455 www.imtict.com approval of IMTL.All results relate to the items tested. Savings Institute Project No.. 6989 Report No.. 008 April 18,2005 Page No.. 2 of 2 5. Construction joint quality—cleanliness, water, etc. Depth: Width: Shape: Comments: No construction joint needed 6. General condition of forms in place: Cleanliness: Acceptable Oiled: Yes: X No: Conditions: Acceptable for use Comments: 7. Quality of formwork: Trueness in 36"• Visually acceptable Plumbness in 36"- Visually acceptable Line Straightness Visually acceptable Bracing: Visually acceptable Comments: Contract is responsible for final adjustments 8. Formwork inside dimensions, L, H, W. Measure Dimensions: 10' wall was pared with 4-1/2"shelf Comments: 9. Is a follow-up inspection necessary just prior to the concrete placement? No If so, for which item numbers? 10. List Discrepancies: pc: Brad Downey, Orlando Annulli &Sons, Inc. jm IMTL Accurate information you can rely on. REPORT OF CONCRETE INSPECTION CLIENT Orlando Annulli & Sons PROJECT NO 6989 PROJECT Savings Institute REPORT NO 0009 CONTRACTOR DATE CAST 04/13/05 CONCRETE SUPPLIER: Tilcon LOCATION OF CONCRETE Foundation Walls for Restaurant/East Food Building DESIGN STRENGTH, PSI 3, 000 DAYS CURED IN FIELD: 1 CEMENT, LBS : 3060/1030 AMBIENT TEMPERATURE: 70 FINE AGGREGATE, LBS 11620 INSPECTOR Mike Celotti COARSE AGGREGATE, LBS: 3/8-4920; 3/4-3780 SPECIMEN SIZE Standard 6" X 1211 WATER, GALLONS : 210 SPEC AREA APPROX 28 27 sq.in. ADMIXTURE Darex-18; Ployheed 290 SPECIMEN COND Satisfactory Test methods used if shown: ASTM C-31, C-39, C-143 , C-173 or C-231, C-1064 . TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC AIR SET NOTE NO BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP % ## 0138 02 34 03 :20 03 45 71 3 50 8 0 76 7.3 a SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO DAYS LOAD LOAD PSI INCHES % TEMP FRAC POUNDS a 119174 7 04/20/05 72, 500 2, 560 3 50 7 3 76 shear 29 0 119175 28 05/11/05 3 50 7 3 76 119176 28 05/11/05 3 50 7 3 76 119177 S 3 50 7 3 76 NOTES : 01 pc Brad Downey, Orlando Annulli & Sons 02 jm 03 04/25/05 - 28 . 36 square inches, 6 0111 Independent Materials Testing Laboratories,Inc. T 860.747.1000 mail@imtict.com Test reports may not be reproduced except in frill with 57 N.Washington St.,P.O.Box 745,Plainville,Cr 06062 F 860.747.6455 www.imtict.com approval of IMTL.All results relate to the items tested. Test reports ust not be used by client to claim product errdotsernent bym NVIAP or any agency of the US Government IMTL Accurate information you can rely on. REPORT OF CONCRETE INSPECTION CLIENT Orlando Annulli & Sons PROJECT NO 6989 PROJECT Savings Institute REPORT NO 0009 CONTRACTOR DATE CAST 04/13/05 CONCRETE SUPPLIER Tilcon LOCATION OF CONCRETE Foundation Walls for Restaurant/East Food Building DESIGN STRENGTH, PSI 3 , 000 DAYS CURED IN FIELD 1 CEMENT, LBS 3060/1030 AMBIENT TEMPERATURE 70 FINE AGGREGATE, LBS 11620 INSPECTOR: Mike Celotti COARSE AGGREGATE, LBS 3/8-4920; 3/4-3780 SPECIMEN SIZE: Standard 61t X 121t WATER, GALLONS: 210 SPEC AREA APPROX: 28 .27 sq. in. ADMIXTURE Darex-18; Ployheed 290 SPECIMEN COND: Satisfactory Test methods used if shown ASTM C-31, C-39, C-143, C-173 or C-231, C-1064 TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP % ## 0138 02 34 03 :20 03 :45 71 3 50 8 0 76 7 .3 a SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a 119174 7 04 20/05 72, 500 2 , 560 3 50 7 3 76 shear 29 0 119175 28 05/11/05 131, 500 4, 650 3 50 7 3 76 119176 28 05/11/05 132, 000 4, 670 3 50 7 3 76 � � � 119177 S 3 50 7 3 76 NOTES 01 pc Brad Downey, Orlando Annulli & Sons 03 04/25/05 - 28 .36 square inches, 6 0111 , 05/16/05 - 28 27 squarer s, 6 00° Independent Materials TestingLaboratories Inc. T 860.747.1000 mail@imdct.com Test re r, po u may not be reproduced except in full with 57 N.Washington St.,P.O.Box 745,Plainville,CT 06062 F 860.747.6455 www.imtict.com approval of IMTL.All results relate to the items tested. Test reports must not be used by client to claim product by NVLAP or any agency of the US Government. IMTL Accurate information you can rely on. Soil Compaction Report Client: Orlando Annulli & Sons, Inc. Project No.. 6989 Project: Savings Institute Report No.. 010 Subject: Field Density Determinations Date: 04/20/05 ASTM D2950 page: 1 of 2 Inspector: Chris Bauer Equipment: MC-3 Material Description: Yellow/Brown Sand; Some Gravel Standard Count: XiD 0.95 XiM 1.04 Area Represented: Structural Backfill Along Interior of Test Mode/Depth: MW/6" Foundation Wall Proctor Value: 119.5 Wet Dry Test % Unit Unit % No. Location Elevation Moist. Wt. Wt. Comp. 1 See Drawing 30"Down From Top of Foundation Wall 8.6 115.6 106.5 89.1 2 See Drawing 30"Down From Top of Foundation Wall 7.9 116.8 108.3 90.1 The writer arrived on site and observed the contractor placed lift and compacted. The writer tested lift and found moisture too low. The superintendent was informed of condition and stated he would get water from mall next door April 21,2005. of .lot G Q5Y`036 �4 7 O b FQtSTER�r 'ONAL. pc: Brad Downey, Orlando Annulli &Sons, Inc. jm Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government Independent Materials Testing Laboratories,Inc. T 860.747.1000 mail@imdct.com Test reports may not be reproduced except in frill with 57 N.Washington St.,P.O.Box 745,Plainville,CT 06062 F 860.747.6455 www.imtict.com approval of 1MTL.All results relate to the items tested. SAVINGS 03�� TCJO * Savings Institute y — 20— OS- Project No.: 6989 Report No.: 010 April 20, 2005 Page No.: 2 of 2 " 5am PLC. (_OCl4"f+OQ 0f7 2 0' 1 ( NOtI�1Ar� 00 (,VALE 00 -- —,-._� 017 L,-J L 'Z 6t, 1 5i I 0 0 0 'b �ctCUUAc\J AVE, ° ', .7 °t, °°17 IMTL Accurate information you can rely on. Rebar Inspection Client: Orlando Annulli & Sons, Inc. Project No.. 6989 Project: Savings Institute Report No.. O11 Date: April 20, 2005 Page No.. 1 of 2 Location: Saving Institute Building Exterior Foundation Walls, Interior Pier Footing at Vault and Exterior Pier Footing at Drive-Through Inspector: Eric Pittman Percentage of Completion at Time of Inspection: Rebar: 100% Formwork: 100% 1. Rebar sizes, spacing from each other and formwork: Deficiencies: Comments: Rebar sizes and spacing as per drawings. Three (3) #5's added to top of wall along drive through per plan, but not detailed in rebar shop drawing 2. Rebar quality, cleanliness,rust, grease, etc.. Deficiencies: coy Comments: Grade 60 rebar was clean RD C`y� 3. Positioning of Rebar: As per drawing with sufficient clearance ' Use of chairs: Pier footings on concrete brick !Y' -1 Alp, Comments: _���. •.ate Adequacy of firm tie offs: Good Comments: Are dowels in place now?: No: X Yes: N/A: 4. Rebar splicing: Present Diameter of laps: As per drawings Is wiring adequate? Good Comments: Corner are#3's top and bottom Independent Materials Testing Laboratories,Inc. T 860.747.1000 mail@imda.com Test reports may not be reproduced exccpt in full with 57 N.Washington St.,P.O.Box 745,Plainville,Cr 06062 F 860.747.6455 www.imtict.com approval of IMTL All results relate to the items tested. 1 II 1 Savings Institute Project No.. 6989 Report No.. O11 April 20, 2005 Page No.. 2 of 2 5. Construction joint quality—cleanliness, water, etc. Depth: Width: Shape: Comments: N/A 6. General condition of forms in place: Cleanliness: Clean Oiled: Yes: X No: Conditions: Free of water, debris and loose earth Comments: 7. Quality of formwork: Trueness in 36" True Plumbness in 36" Plumb Line Straightness Straight Bracing: Good Comments: 8. Formwork inside dimensions, L, H, W. Measure Dimensions: As per drawings Comments: 9. Is a follow-up inspection necessary just prior to the concrete placement? No If so, for which item numbers? 10. List Discrepancies: pc: Brad Downey, Orlando Annulli & Sons, Inc. jm IMTL Accurate information you can rely on. REPORT OF CONCRETE INSPECTION CLIENT Orlando Annulli & Sons PROJECT NO 6989 PROJECT Savings Institute REPORT NO 0012 CONTRACTOR Orlando Annulli/Pioneer DATE CAST 04/20/05 CONCRETE SUPPLIER Tilcon LOCATION OF CONCRETE Foundation Walls, Exterior Pier Footings at Drive-thru, Interior Pier Footingat Vault DESIGN STRENGTH, PSI : 3, 000 DAYS CURED IN FIELD 1 CEMENT, LBS : 3830/1305 AMBIENT TEMPERATURE 25 FINE AGGREGATE, LBS 14400 INSPECTOR Eric Pittman COARSE AGGREGATE, LBS 3/8-6120; 3/4-12240 SPECIMEN SIZE Standard 611 X 121t WATER, GALLONS 265 ozs SPEC AREA APPROX: 28 .27 sq in ADMIXTURE Darex 26 ozs; Pollyheed 309 SPECIMEN COND Satisfactory Test methods used if shown ASTM C-31, C-39, C-143 , C-173 or C-231, C-1064 TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE NO BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % ## 0120 03 52 04 40 05 15 83 3 50 10 0 71 4 . 9 a. SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO DAYS LOAD LOAD PSI INCHES % TEMP FRAC POUNDS a 119265 7 04/27/05 84, 000 2 , 960 3 .50 4 9 71 shear 29 6 119266 28 05/18/05 3 .50 4 9 71 119267 28 05/18/05 3 50 4 9 71 119268 S 3 . 50 4 9 71 NOTES 01 pc Brad Downey, Orlando Annulli & Sons 02 jm 03 04/27/05 - 28 36 square inches, 6 0111 04 Concrete vibrated throughout mechanically. Anchor bolts and dowels at entry placed Independent Materials Testing Laboratories, Inc. T 860.747.1000 mail@imtict.com Test reports may not be reproduced except in full with 57 N.Washington St.,P.O.Box 745,Plainville,CT 06062 F 860.747.6455 www imilct.com approval of IMTL All results relate to the items tested. Test reports must not be used by client to claim product endorsement by NVIAP or any agency of the US Govemment. IMTL Accurate information you can rely on. REPORT OF CONCRETE INSPECTION CLIENT Orlando Annulli & Sons PROJECT NO 6989 PROJECT Savings Institute REPORT NO 0012 CONTRACTOR Orlando Annulli/Pioneer DATE CAST 04/20/05 CONCRETE SUPPLIER Tilcon LOCATION OF CONCRETE Foundation Walls, Exterior Pier Footings at Drive-thru, Interior Pier Footingat Vault DESIGN STRENGTH, PSI 3 , 000 DAYS CURED IN FIELD: 1 CEMENT, LBS : 3830/1305 AMBIENT TEMPERATURE: 25 FINE AGGREGATE, LBS 14400 INSPECTOR: Eric Pittman COARSE AGGREGATE, LBS 3/8-6120; 3/4-12240 SPECIMEN SIZE: Standard 61, X 121, WATER, GALLONS : 265 ozs SPEC AREA APPROX 28 27 sq in ADMIXTURE Darex 26 ozs; Pollyheed 309 SPECIMEN COND: Satisfactory Test methods used if shown ASTM C-31, C-39, C-143 , C-173 or C-231, C-1064 . TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE NO BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % # 0120 03 52 04 40 05 15 83 3 . 50 10 0 71 4 . 9 a SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO DAYS LOAD LOAD PSI INCHES % TEMP FRAC POUNDS a 119265 7 04/27/05 84, 000 2, 960 3 .50 4 . 9 71 shear 29.6 119266 28 05/18/05 132 , 500 4, 670 3 50 4 . 9 71 she, f,01NOV.. 119267 28 05/18/05 130, 500 4,-600 3 50 4 . 9 71 s 119268 S 3 50 4 9 71 NOTES 4 � D 01 pc Brad Downey, Orlando Annulli & Sons 02 jm 03 04/27/05 and 05/18/05 - 28 36 square inches, 6 0111 04 Concrete vibrated throughout mechanically Anchor bolts and dowels at entry placed Independent Materials Testing Laboratories,Inc. T 860.747.1000 mail@imdct.com Test reports may not be reproduced except in frill with 57 N.Washington St.,P.O.Box 745,Plainville,CI'06062 F 860.747.6455 www.imtict.com approval of IMTL All results relate to the items tested. Tat reports must not be used by client to claim product endorserrtertt by NVIAP or any agency of the US Government IMTL Accurate information you can rely on. Soil Compaction Report Client: Orlando Annulli & Sons, Inc. Project No.. aao 011 6989 Project: Savings Institute Report No.. °'a�G� ���� 013 Subject: Field Density Determinations Date: /21/05 ASTM D2950 ' "' j;' 6 ►$iTB*%G° `4y� Inspector: Eric Pittman NAB�.�C` sP Equipment: MC-3 Material Description: Re/Brown Sand; Little Gravel;Trace Fines Standard Count: XiD 0.99 XiM 1.10 Area Represented: Interior Backfill at Bank Building and 1006 Test Mode/Depth: MD/2"-8"and BS Sullivan Avenue Proctor Value: 119.5 Wet Dry Test % Unit Unit % No. Location Elevation Moist. Wt. Wt. Comp. 1 Bank Building,Vault Area, +/_8"Below Finished Grade 5.6 122.2 115.7 96.8 Center 2 Bank Building,Vault Area, +/-8"Below Finished Grade 5.7 122.3 115.7 96.8 Center 3 Bank Building,Foundation +/-24"Below Finished Grade 6.9 122.2 114.3 95.7 Wall Interior Backfill at East Comer 4 Bank Building,Foundation +/_24"Below Finished Grade 6.9 126.9 118.8 99.4 Wall,Interior Backfill at South Comer 5 1006 Sullivan Avenue,North +/_30"Below Finished Grade 6.7 122.2 114.5 95.8 Wall Interior Backfill,Center 6 1006 Sullivan Avenue,East +/-30"Below Finished Grade 6.6 121.3 113.6 95.2 Wall Interior Backfill,Center Water was hosed onto backfill prior and during compaction. Site superintendent was informed of passing results. pc: Brad Downey, Orlando Annulli & Sons, Inc. Test re ports eports must not be used by client to claim product endorsement b NVIAP e y or any agency of the US Government Independent Materials Testing Laboratories,Inc. T 860.747.1000 mail@imdct.com Test reports may not be reproduced except in full with 57 N.Washington St.,P.O.Box 745,Plainville,Cr 06062 F 860.747.6455 www.imtict.com approval of IMTL.All results relate to the items tested. IMTL Accurate information you can rely on. REPORT OF CONCRETE INSPECTION CLIENT Orlando Annulli & Sons PROJECT NO. 6989 PROJECT Savings Institute REPORT NO. 0014 CONTRACTOR: DATE CAST 05/04/05 CONCRETE SUPPLIER Tilcon LOCATION OF CONCRETE Slab on Grade for Bank Building DESIGN STRENGTH, PSI : 3 , 000 DAYS CURED IN FIELD: 1 CEMENT, LBS. : 3860/1300 AMBIENT TEMPERATURE 55 FINE AGGREGATE, LBS: 15740 INSPECTOR: Mike Celotti COARSE AGGREGATE, LBS: 3/8-6080; 3/4-12240 SPECIMEN SIZE Standard 61t X 121t WATER, GALLONS 245 SPEC AREA APPROX 28 27 sq in. ADMIXTURE: Hycol-56; P set-616 SPECIMEN COND Satisfactory Test methods used if shown ASTM C-31, C-39, C-143 , C-173 or C-231 , C-1064 TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC AIR SET NOTE NO BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % ## 0120 08 21 09 10 09 22 61 5 50 10 0 67 2 .4 a SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a 119769 7 05/11/05 73 , 500 2, 610 5 50 2 4 67 shear 29 9 119770 28 06/01/05 5 . 50 2 .4 67 119771 28 06/01/05 5 50 2 4 67 119772 S 5 50 2 4 67 NOTES 01 pc Brad Downey, Orlando Annulli & Sons 02 3m 03 05/11/05 28 . 17 square inches, 5 9911 04 The poly under the slab was lapped a minimum of 1811 and wire mesh was lapped a minimum of 1 square and adequately tied. The high slump was brought to the attention of the superintendent for Annuli Independent Materials Testing Laboratories,Inc. T 860.747.1000 mail@imdCt.COm Test reports may not be reproduced except in full with 57 N.Washington St.,P.O.Box 745,Plainville,Cr 06062 F 860.747.6455 www.imtict.com approval of IMTL All results relate to the items tested. Test reports must not be used by dient to claim product endorsement by NVIAP or any agency of the US Government ANI� 1 MTL Accurate information you can rely on. REPORT OF CONCRETE INSPECTION CLIENT Orlando Annulli & Sons PROJECT NO 6989 PROJECT: Savings Institute REPORT NO 0014 CONTRACTOR: DATE CAST : 05/04/05 CONCRETE SUPPLIER Tilcon LOCATION OF CONCRETE: Slab on Grade for Bank Building DESIGN STRENGTH, PSI : 3 , 000 DAYS CURED IN FIELD: 1 CEMENT, LBS. : 3860/1300 AMBIENT TEMPERATURE: 55 FINE AGGREGATE, LBS: 15740 INSPECTOR: Mike Celotti COARSE AGGREGATE, LBS: 3/8-6080; 3/4-12240 SPECIMEN SIZE: Standard 6" X 121, WATER, GALLONS: 245 SPEC AREA APPROX: 28 27 sq in. ADMIXTURE Hycol-56; P set-616 SPECIMEN COND: Satisfactory Test methods used if shown ASTM C-31, C-39, C-143 , C-173 or C-231, C-1064 TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC AIR SET NOTE NO BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP % $# 0120 08 :21 09 : 10 09 22 61 5 . 50 10 0 67 2 4 a. SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO DAYS LOAD LOAD PSI INCHES % TEMP FRAC POUNDS a 119769 7 05/11/05 73, 500 2, 610 5 50 2 4 67 shear 29. 9 119770 28 06/01/05 134, 500 4, 740 5 . 50 2 .4 67 shear 119771 28 06/01/05 119, 500 4, 210 5 . 50 2 4 67 shea 119772 S 5 .50 2 4 67 ON e O ti 4 G.l NOTES: .j � 01 pc Brad Downey, Orlando Annulli & Sons w 02 jm s:-0, tcx�b6 03 05/11/05 28 17 square inches, 5 9911 , 06/01/05 - 28 36 square 6 . 0111 04 The poly under the slab was lapped a minimum of 18" and wire mes lapped a minimum of 1 square and adequately tied The high slump was brought to the attention of the superintendent for Annuli. Independent Materials Testing Laboratories,Inc. T 860.747.1000 mA@imtict.com Test reports may not be reproduced except in full with 57 N.Washington St.,P.O.Box 745,Plainville,CT 06062 F 860.747.6455 www.imtict.com approval of IMTL.All results relate to the items tested. Test reports must not be used by dient to claim product endorsement by NVLAP or any agency of the US Govemment. IMTL Accurate information you can rely on. Structural Steel Shop Inspection Report Client: Orlando Annulli & Sons, Inc. Project No.. 6989 Project: Savings Institute Report No.. 015 Inspector: Randy Zajac, CWI 02070541 Date: 05/11/05 Subject: Steel Shop Inspection Page: 1 of 3 A shop inspection was performed on this date at the fabrication plant, Dyco Industries, Inc. for the purpose of ascertaining that the applicable codes and specifications are being implemented during steel fabrication for the project. The following specifications and codes may be applied on this project: Project Specifications Division 5-Metals and Structural Steel; AISC Manual of Steel Construction; the American Welding Society Code 131.1 Edition for Structural Welding; ASTM Standards for Metals Conformance and Non-Destructive Testing; and the(SSPQ Steel Structures Painting Council,Vols. 1 and 2 for Steel Cleaning and Painting. The writer was on site as scheduled to perform a Part A special inspection evaluation in order to satisfy the Schedule of Special Inspections in lieu of the fabricator not holding an AISC or ASME certification. Mr. Chris Van Dyke supplied the writer with welder certification test records and procedures. Certifications and procedures were properly updated and acceptable. +v _ �R�•® p,Ft P �A iR1 Q' I A 0. ,i,03 6 �s� JOAt w pc: Brad Downey, Orlando Annulli & Sons, Inc. Independent Materials Testing Laboratories,Inc. T 860.747.1000 mail@imdcr.com Test reports may not be reproduced accept in full with 57 N.Washington St.,P.O.Box 745,Plainville,Cl'06062 F 860-747.6455 www.imtict.com approval of IMTL..All results relate to the items tested. - SHOP SPECIAL INSPECTION EVALUATION REPORT- PART"A" Page 2 of 3 FABRICATION PLANT NAME: Dyco Industries, Inc. DATE: May 11, 2005 LOCATION: 229 South Satellite Road, South Windsor, Ct. PROJECT: Savings Institute Bank and Trust 1) Does the Company have an in-house Quality Control Manual? Yes 2) Does the Shop have any written shop or inspection procedures? I Bolting Yes II Inspection Yes III Receiving Yes IV Painting Yes V Welding Yes 3) What type of welding is performed in the shop? SMAW Yes GMAW Yes FCAW Yes SAW Yes 4) Are the shop welders AWS certified? Yes I Updated or employment records current every 6 months? Yes 5) Do the shop welders have fillet gauges? Yes I Cleaning tools? Yes 6) Does the shop have in house inspectors? Yes I Inspections on fabricated pieces are performed by Mr. Chris Van Dyke II Are any type of inspection records maintained? Yes -PART"A" CONTINUED - Page 3 of 3 7) Does the shop have painting and sandblasting capabilities? Yes,Painting only 8) Are material certifications kept on file?Yes 9) How are drawings received and distributed Drawings are received and distributed through Mr. Chris Van Dyke I How are revisions handles on drawing distribution? Mrs..Amy Burke handles all revisions. 10) Are project specifications kept on file?Yes 11) Condition of shop tapes, squares, tools, etc: Excellent 12) Does the shop have current issues of the following? AWS D1.1 Yes AISC MANUAL 9 TH EDITION Yes ASTM 1.04 Yes AWS A2.4 Yes 13) Is the shop Foreman familiar with basic fabrication attributes? Yes I Fit up tolerances Yes II Weld rod controls Yes III Visual weld quality Yes IV Material grade markings Yes V Preheat temperatures Yes VI A572 weld requirements Yes 14) Are shop welders and fit up personnel familiar with above listed attributes (Item 13)? Yes 15) Are welding procedures made available to the welders?Yes 16) Are the shop welding machines calibrated?No Inspector Comments: Mr. Chris Van Dyke was interviewed for this report. Dyco Industries, Inc. is a clean and orderly facility. IMTL Accurate information you can rely on. Structural Steel Shop Inspection Report Client: Orlando Annulli & Sons, Inc. Project No.. 6989 Project: Savings Institute Report No.. 016 Inspector: Randy Zajac, CW102070541 Date: 05/11/05 Subject: Steel Shop Inspection Page: 1 of 2 A shop inspection was performed on this date at the fabrication plant, Dyco Industries, Inc., for the purpose of ascertaining that the applicable codes and specifications are being implemented during steel fabrication for the project. The following specifications and codes may be applied on this project: Project Specifications Division 5-Metals and Structural Steel; AISC Manual of Steel Construction; the American Welding Society Code D1.1 Edition for Structural Welding; ASTM Standards for Metals Conformance and Non-Destructive Testing; and the(SSPC) Steel Structures Painting Council,Vols. I and 2 for Steel Cleaning and Painting. The writer was on site as scheduled to monitor in process welding, fabrication and material preparation. Inspections were performed on recently finished beams and columns as well as those in the paint department. Dyco Industries,Inc. Approved Shop Drawings(project No. 5015)were referenced. Placement and length of structural fillet welds as documented by piece marks was found to be acceptable. Measurements taken with a master fillet weld gauge verified welds were properly sized as detailed. Orientation and location of structural details was acceptable. This inspection interval was reviewed at its conclusion with Mr. Chris Van Dyke. 6 pc: Brad Downey, Orlando Annulli & Sons, Inc. jQependent Materials Testing Laboratories,Inc. T 860.747.1000 mail@imdct.com Tat reports may not be reproduced except in full with 57 N:Washington St.,P.O.Box 745,Plainville,CI'06062 F 860.747.6455 www.imtict.com approval of IMTL.All results relate to the items tested. f Savings Institute Project No.. 6989 Report No.. 016 May 11, 2005 Page No.. 2 of 2 INSPECTION OF STRUCTURAL STEEL WELDS Project Name: qVi� STCE— Project Location: 04co Date: —[(-O The items listed below are in compliance with specification requirements as they pertain to: A—Material Preparation B—Dimensional Accuracy VISUAL SHOP L— C—Welding Conformance NDT Piecemark Qty A B C Errors/Remarks C 3 ✓ ✓ ccC.,: lt,> C.3 I17 ✓ ✓ G.ccupi-t-vo V/ L/ Ca�o-r-�to ✓ ✓ ✓ C Cu. �� 1 ✓ C- 5 i✓ ✓ ✓ aenh-�tP Inspector IMTL steel weld Rev 01 IMTL Accurate information you can rely on. Structural Steel Inspection Report Client: Orlando Annulli & Sons, Inc. Project No.. 6989 c¢ca Project: Savings Institute Report N rRD ,y�, 017 Inspector: Randy Zajac, CWI 02070541 Date: :, 0 /31/05 Subject: Field Verification Inspection Page: v�� 1 of 1 .0 46, A field inspection was performed at the above-referenced project today. The purpose of this inspection was to verify that completed work was performed utilizing the engineer-approved drawings, the project specifications, and the American Welding Society Structural Welding Code D1.1. The writer was on site as scheduled to perform a complete inspection of erected structural steel concerning the bank area (no grid locations shown on contract drawings). Dyco Industries, Inc. is responsible for the fabrication and on site erection of structural steel. Inspections were performed concerning anchor bolts, anchor bolt nuts, column plumb and bolted connections utilizing high-strength A325 tension control bolts. Approved Contract Drawings A-1-A-6 and Dyco Indus&E—Ei�_ Inc. Erection Drawings El were referenced. No modifications were made in the field to column base plates. Anchor bolts exhibited the proper threaded projection as specified. Anchor bolts were in an acceptable condition with no sheared or damaged members. Anchor bolt nuts were in a fully threaded condition at all locations. Proper anchor bolt washers were installed with each bolt. Anchor bolt nuts were properly tightened. Column plumb was checked utilizing a Bazooka-Bob to ascertain if columns were within the AISC tolerance of 1:500;columns were found to be acceptable. Columns found acceptable and were marked accordingly on site. The writer applied AISC Specification 9.2.3 in order to perform an inspection of bolted connections utilizing PP P p P g high-strength 3/4" diameter A325 tension control bolts as specified by contract drawings. All 3/4" diameter tension control bolts were installed in the proper configuration and quantity. No welded in lieu of bolted connections observed. Plies of all connections were in full contact. It was verified by routine observation that the splined ends of all bolts were properly secured by the bolting crew. The installation of high-strength bolts and the erection of structural steel is acceptable concerning the bank area of the project. This inspection interval was reviewed with Mr. Mason at its conclusion. pc: Brad Downey, Orlando Annulli &Sons, Inc. jm Independent Materials Testing Laboratories,Inc. T 860.747.1000 mail@imtict.com Test reports may not be reproduced except in hill with 57 N.Washington St.,P.O.Box 745,Plainville,CT 06062 F 860.747.6455 www.imtict.com approval of IMTL.All results relate to the items tested. IMTL Accurate information you can rely on. Framing Inspection Report Client: Orlando Annulli & Sons, 0V o�&Foy Project No.. 6989 Project: Savings Institute A.t��� 0�G.► Report No.. 018 Inspector: Brian Benson Date: 06/20/05 � m Subject: Framing aL The writer was on site as scheduled to perform a framing/truss inspection and observed the following. • Framing was 100%complete at the time of this inspection. • The building was conventionally framed with 2 x 6 D-Fir walls at 16" on center. • Headers were properly sized as per A-4 • All lateral T&H bracing was installed as per truss shop drawings • TR16 hurricane clips were installed on all single ply trusses • MGT and PHD5's were installed at bearing points of all girder trusses AlI flat roofI joints were properly sized as per keymark Drawings;page 1 --- • All Posting was installed and properly sized • I-Joist hangers,jock truss hangers and girder hangers were installed • Truss X-bracing was installed as per A-5 • Truss blocking was installed s per A-5 • Metal X-bracing at walls and canopy was installed as per A-4 • At the backside of the vault the bracing was installed on the exterior side of the wall due to the prior installation of the vault pc: Brad Downey, Orlando Annulli &Sons,Inc. jm Independent Materials Testing Laboratories,Inc. T 860.747.1000 mail@imdct.com Test reports may not be reproduced ocept in full with 57 N.Washington St.,P.O.Box 745,Plainville,Cr 06062 F 860.747.6455 www.imtict.com approval of IMTL.All results relate to the items tested. APPLICATION FOR PERMANENT SIGN PERMIT Zoning Approval: 1006 Sullivan Avenue_ Ref. Est. Cost: � Final Inspec - s:� No. 3230� Permit Fee: S 3G." e�G Zf/ Buildin Approved: Zonin �(() , Electric Permit# Applicant/Business Name �y Address 1 0Q G S U l 1 VQ Yl A V`'e' Phone (O q- Location of Sign AboV-e. V S4ore 40' 0 Zone TYPE of SIGN: Wall or❑ Free-sstaa_nding ' New or❑ Replacement Illuminated?f�Yes ❑ No 'L' ' ' r� Proposed Sign Size(square feet)M Sign Height No.of Existing signs on site Free-standing Wall Description of sign materials and lighting: J?e i�g6 eW ATTACH DIAGRAM OF SIGN INCLUDING I have read, understand and agree to abide by the South Windsor Zoning Regulations, Signs. DIMENSIONS Applicant., "' Date Property Owner Date DUALITE OUTDOOR SIGNAGE r•u yr It+aT.+suwl — ? 1 9•(9)Letters 4IS7.2MM1 I r NO Wm, "m90 twt4o m n 1 fr htOt k1tem on to m s+ STANDARD FEATURES FOR 18" CHANNEL LETTER REMOTE • Exterior Cabinets: painted black with black trim caps • Interior Cabinets: white acrylic enamel • Returns and Backs: black pre-finished aluminum • Faces: .125 pigmented acrylic • Installation Method Colors: "SUB" -white and "WAY" -yellow • Illumination: One row 15mm #4500 white neon tubing REMOTE TRANSFORMER Overall dimensions: 22 1/8" x 8'0 3/4" x 6 1/2" deep Shipped as two pieces Shipping Weight: 166 lbs. Electrical Information: Socket passes through • Carries both UL and CSA approval exterior surface. • 30 MA transformer • PK Housings and 1/2" metallic conduit *Recommend ground fault interrupter Warranty: One year: parts, sixty-days: labor *Signs must be inspected before installation DUALITE must be notified within 15 days of delivery of any damage. Notify DUALITE and the carrier immediately. Do not install the sign 62280.PDF.05/15/05 I. cp"I-4 S Ub may • QA i DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT Application ' TOWN OF SOUTH WINDSOR PERMIT# pp BUILDING DEPARTMENT n//eJ APPROVE 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date i nspector i Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 FiTenan—t Street Lot No. Over$1,000= $15.00 per$1,000 A--�or any fraction thereof gnation Apt.No. APPLICANT DA nii, is tC K7R�L APPLICANT ADDRESS 6 SANo R.n DZ S. w,0-0 S&-x-/ CT -- APPLICANT PHONE# 00(.0 -a.F 9- SS/ �L- O W N S F,q OWNER JC o7T OWNER ADDRESS /ID Lsavivo�ec L/+^'L O ,r OWNER PHONE C = ESTIMATED COST$ +� IS THIS A CONTRACT COST? _Yes No LG o d �G FEE ENCLOSED$ 7s, f�I'OS O�� TYPE OF J7New : �R C Installation _Alteration/Addition/Repair Revised 4/01//2002 • APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A ❑RESIDENTIAL BUILDING PERMIT APPLICATION? ElYES 0 NO li ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY O MERCANTILE FUTURE USE AND OCCUPANCY 0 EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE OSTORAGE 0 GARAGE ADDRESS ❑MIXED USE (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION/WIRING METHOD 7NNoJ MC GABt--' SIZE OF SERVICE E k)sT i► SIZE OF MAIN CONDUCTORS_ Exi S r) NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? O YES ❑NO NUMBER OF LIGHT CIRCUITS_G NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES /A NUMBER OF OUTLETS ;2-0 NUMBER OF LIGHT FIXTURES 40 NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK T�.,� ? of �.g�o}% —To #,,cx L«.a,—, F THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. io3i�a �/ C / CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE /-/o -o c, DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT TOWN OF SOUTH WINDSOR PERMIT# Ap t BUILDING DEPARTMENT APPROVED 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 FTenant Street Lot No. Over$1,000=$15.00 per$1,000 7or any fraction thereof gnation Apt.No. APPLICANT N t _AERLLCANT ADDRESS APPLICANT PHONE# &(Gn ,242 —�O M 0 W S j , OWNER OWNER ADDRESS a OWNER PHONE C ESTIMATED COST$ hj� � x l' IS THIS A CONTRACT COST? ")Z—Yes _No �/' ��� i✓ �C� FEE ENCLOSED$ S ' • O TYPE OF JOB: O R Cb<LNew Installation Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE OF SYSTEM: TYPE OF BUILDING: HEATING ❑RESIDENTIAL C 64COMMERCLAL VENTILATION EFINDUSTRLAL HEATING ❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑HYDRONIC ❑WARM AIR ❑UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS(BTUH) OF(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) GROSS HEATING CAPACITY(INPUT—BTUH) NET RATING(OUTPUT—BTUH) TYPE OF FUEL ❑OEL—GPM OIL TANK LOCATION:O INSIDEO OUTSIDE CAPACITY O GAS—INPUT LPG TANK CAPACITY ELECTRIC—KW AIR CONDITIONING DESIGN TEMP.OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) TONNAGE COOLING CAPACITY(BTUH) VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) FURTHER DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. ///``` EbNtTUCWRLICENSE N STATE SIGNATURE OF APPLICANT DATE �� vLef�'�'. 7�3" g� 45�A t dw. Chvac%.Full Commercial HVAC Loads Calculation Program Elite Software Development,InC4 . The'Harvey Robbin Company0,Hartford,CT 06120-1426 Page Air Handler#1 - AHU-1 - Total Load Summary Air Handler Description: AHU-1 Constant Volume-Proportion Sensible Heat Ratio: 0.88 --This system occurs 1 time(s) in the building. -- Air System Peak Time: 5pm in August. Outdoor Conditions: 89° DB, 74°WB, 103.00 grains Summer: Ventilation controls outside air, ----Winter: Ventilation controls outside air. Zone Space sensible loss: 22,265 Btuh Infiltration sensible loss: 0 Btuh 0 CFM Outside Air sensible loss: 44,519 Btuh 550 CFM Supply Duct sensible loss: 0 Btuh Return Duct sensible loss: 0 Btuh Return Plenum sensible loss: 0 Btuh Total System sensible loss: 66,784 Btuh Heating Supply Air: 22,265/(.999 X 1.08 X 35)= 589 CFM Winter Vent Outside Air(93.3%of supply) = 550 CFM Zone space sensible gain: 32,708 Btuh Infiltration sensible gain: 0 Btuh Draw-thru fan sensible gain: 0 Btuh Supply duct sensible gain: 0 Btuh Reserve sensible gain: 0 Btuh Total sensible gain on supply side of coil: 32,708 Btuh Cooling Supply Air: 32,708/(.999 X 1.1 X 21) = 1,417 CFM Summer Vent Outside Air(38.8% of supply) = 550 CFM Return duct sensible gain: 0 Btuh Return plenum sensible gain: 0 Btuh Outside air sensible gain: 6,650 Btuh 550 CFM Blow-thru fan sensible gain: 0 Btuh Total sensible gain on return side of coil: 6,650 Btuh Total sensible gain on air handling system: 39,358 Btuh Zone space latent gain: 4,400 Btuh Infiltration latent gain: 0 Btuh Outside air latent gain: 11,504 Btuh Total latent gain on air handling system: 15,904 Btuh Total system sensible and latent gain: 55,262 Btuh Check Figures-, Total Air Handler Supply Air(based on a 21°TD): 1,417 CFM Total Air Handier Vent.Air(38.82%of Supply): 550 CFM Total Conditioned Air Space: 1,260 Sq.ft Supply Air Per Unit Area: 1.1245 CFM/Sq.ft Area Per Cooling Capacity: 273.6049 Sq.ft/Ton Cooling Capacity Per Area: 0.0037 Tons/Sq.ft Total Heating Required With Outside Air: 66,784 Btuh Total Cooling Required With Outside Air: 4.61 Tons Z zz 2-r c s;#Ae* x rvo c T vv"pjle j sots NS Vs 4e ct I "#j LW t VS omeg Low d , i DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT Application is hereby: TOWN OF SOUTH WINDSOR PERMIT# BUILDING DEPARTMENT APPROVED 1540 SULLIVAN AVENUE Bldg. Permit# 644-2511 ext. 230 Date Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 F . Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof esignation Apt.No. APPLICANTT_�v APPLICANT ADDRESS 3� T,3/W. C� ��vt/D 122 C• �o,� �G�/ drx— 7 // C r APPLICANT PHONE# O W N 3 F,q OWNER OWNER ADDRESS C4 �y. OWNER PHONE C ESTIMATED COST$ 3, w •Y •� * IS THIS A CONTRACT COST 1--1/1 Yes _No LG �,o a ICJ FEE ENCLOSED$� C� TYPE OF JOB: �S0R C�� New Installation 7 _Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR PLUMBING PERMIT (continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑NO ❑RESIDENTIAL ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑STORAGE ❑GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION � P SIZE OF MAIN DI—%IN NO.OF TOILETS STYLE NO.URINALS STYLE NO.OF BATHTUBS NO. OF SHOWERS NO.OF LAVATORIES NO.OF CONDUCTORS SIZE NO.OF STACKS SIZE AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS NO.OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW ❑ YES ❑NO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER WATER HEATER: TYPE MANUFACTURER DESCCRIPTION OF WORK - THE UNDERSIGNED HEIMBY APPLIES FOR A PER IT TO PERFORM THE RK DESCRIBM—)M5797(7— COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICAN-V DATE 7i3" ym�� SA i d�u. Chvac-Full Commercial HVAC Loads Calculation Program Elite Software Development,Inc. The Harvey Robbin Company Hartford,CT 06120-1426 A Page 4 Air Handler#1 - AHU-1 - Total Load Summary Air Handler Description: AHU-1 Constant Volume-Proportion Sensible Heat Ratio: 0.88 --This system occurs 1 time(s) in the building. --- Air System Peak Time: 5pm in August. Outdoor Conditions: 890 DB, 74° WB, 103.00 grains Summer: Ventilation controls outside air, --Winter: Ventilation controls outside air. Zone Space sensible loss: 22,265 Btuh Infiltration sensible loss: 0 Btuh 0 CFM Outside Air sensible loss: 44,519 Btuh 550 CFM Supply Duct sensible loss: 0 Btuh Return Duct sensible loss: 0 Btuh Return Plenum sensible loss: 0 Btuh Total System sensible loss: 66,784 Btuh Heating Supply Air: 22,265/(.999 X 1.08 X 35)= 589 CFM Winter Vent Outside Air(93.3%of supply)= 550 CFM Zone space sensible gain: 32,708 Btuh Infiltration sensible gain: 0 Btuh Draw-thru fan sensible gain: 0 Btuh Supply duct sensible gain: 0 Btuh Reserve sensible gain: 0 Btuh Total sensible gain on supply side of coil: 32,708 Btuh Cooling Supply Air: 32,708/(.999 X 1.1 X 21)= 1,417 CFM Summer Vent Outside Air(38.8%of supply)= 550 CFM Return duct sensible gain: 0 Btuh Return plenum sensible gain: 0 Btuh Outside air sensible gain: 6,650 Btuh 550 CFM Blow-thru fan sensible gain: 0 Btuh Total sensible gain on return side of coil: 6,650 Btuh Total sensible gain on air handling system: 39,358 Btuh Zone space latent gain: 4,400 Btuh Infiltration latent gain: 0 Btuh Outside air latent gain: 11,504 Btuh Total latent gain on air handling system: 15,904 Btuh Total system sensible and latent gain: 55,262 Btuh Check Figures Total Air Handler Supply Air(based on a 21°TD): 1,417 CFM Total Air Handler Vent.Air(38.82% of Supply): 550 CFM Total Conditioned Air Space: 1,260 Sq.ft Supply Air Per Unit Area: 1.1245 CFM/Sq.ft Area Per Cooling Capacity: 273.6049 Sq.ft/Ton Cooling Capacity Per Area: 0.0037 Tons/Sq.ft Total Heating Required With Outside Air: 66,784 Btuh Total Cooling Required With Outside Air: 4.61 Tons Z Ai 6a Arlp $?34*2 /J*4 f1fw //4000 u zrcF#A e* s Sso cOA^ A A e T v�st�lle•� 6 al 8 N TfowS VS 46 C1 1 te,N L * 0 ° �c- N I q&j rig t4 VS 4 7 r4 g tone OIC&I APPLICATION blIGN PERM 1006 Sullivan Avenue l^ pro,a: Est. Cost: $ o a 10 No3 2 316 Permit Fee: $ G o Approved: _ Final InspectioQs:a/qI6(p Electric Per Building Zoning a I (O to Applicant/BusinessName 4�' dk r.tii✓ Address -�� 0 l� 5-4 4e-eq Arrd 07- 0�-16 - Phone a 3d- Wa,3 Location of Sign JO tO Sty f /vei^1 &e 5 kLW,7�t '4 ✓syLone TYPE of SIGN: Q Wall or❑�5 ing ® New or El Replacement Illuminated?❑Yes ® No Proposed Sign Size(square feet) Sign Height No. of Existing signs on site y Free-standing Wall Description of si n materials and lighting: /.S ',-'a )Q�e i ATTACH DIAGRAM OF SIGN INCLUDING I have read, understand and agree to abide by the South Windsor Zoning Regulations, Signs. DIMENSIONS Applicar� {�--►� c Date Property Owner Date a D59 Ok ON 149.58 in rn 0 N is H@L2ff @LUMP DGUM 93M DG3 v@o M° C &BffGJU:.b &QUa- PL^@Jff Oo 606�1 u'OOGIo o ^pLo UT— ROL Offw@ n=A DLUf @It QGff �w @UYV 9O@09 LZOD my 0@7 DG D0&�&ff0 m I311Lu1umvw go VWX MgMM @@=90F 4W9)MOLT @@&9PffWM7 fl@O QT TON OODMDM AWIP @9vv T9@Lvo SIP= W7 CJ a SubuJ�j - ass 1 EQ- - ��' _ _ r t .� �O��IJ lliW ..a,�,.T�e�R{{�^^�..`"�..�o!eW. R►�_�'�.r` t , o, �14 (cue 7Z3 z- L-A S"03 cDr*l Cyr" lq j o� Co. P& , DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT =APPROVED TOWN OF SOUTH WINDSOR PERMIT# BUILDING DEPARTMENT 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: F $0-$1,000=$15.00 Street Lot No. / .'Over$1,000= �0$15.00 per$1,000 or any fraction thereof ation Apt.No. APPLICANT ,// APPLICANT ADDRESS 10 lRese4,,1-,d ,j�r APPLICANT PHONE# 203=7q '3odp SOW N 3F,q OWNER ;3g1*1;t 26tv62 OWNER ADDRESS G h saNT�Gy,; C07 M ,. OWNER PHONE ?-60 " 2, C ESTIMATED COST$ :30 •� IS THIS A CONTRACT COST? VYes _No FEE ENCLOSED$ SO.. O�� TYPE OF JOB: R C New Installation _Alteration/Addition/Repair Ok Revised 4/01//2002 7 APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A ❑RESIDENTIAL BUILDING PERMIT APPLICATION? 0 YES El No ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL ❑INSTITUTIONAL 0 FACTORY ENGINEER'S NAME PHONE OSTORAGE ❑GARAGE ADDRESS ❑MIXED USE (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION/WHUNG METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? 0 YES ❑NO NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. aa DESCRIPTION OF WORK Lo kv Ua7fgs� l Z d, OG164, THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT ���Jr% l/ DATE 147,1 0, Town of South Windsor Building Requirements rt� M* rsL (�r C U Phone Number: C{ 8 Ps Name hone Number,.L'i, All Construction Documents shall have the followinq informatio : Foundat,or_Pla = a Front Elevation Rear Elevations RUN!, i "�"PRA N Use Grou '? t Type of Construction Plans Should: Be drawn to a scale not less than 1/4"per foot. work to be performed. Contain no less than two copies. t All plans shall be approved with the following: Foundation Not Applicable Approved Disapproved Footing width,depth, key way,etc. Fireplace and chimney base or water proofing details Steel rebar if required f Basement windows and/or ventilation f Crawl space data, min.clearance,vapor barrier Wall Construction Not Applicable Approved Disapproved Header sizes for all openers (exterior walls >-6g Sheathi and size 1.kar_,a. .. ...... .. s. Insulation, type, R-value M;r bt- Flashing, type of material, location, etc. ior'wall cove friter nri Foors Not Applicable Approved Disa roved Carrying beam or girder, type, size, span � 5 Beam pockets, bearing plates, clearances, etc. Double joists under bathrubs, refigerators, etc. (k Hangers in spans more than six feet U Floor insulation, type, R-value , ; VI-C" ASS Bored holes not to exceed one-third depth with Notches not to exceed one-sixth depth and outside Vapor barriers L Roof-Ceiling Construction NotApplicable Approved Disapproved Roof rafter, species, grade, size, spacing, span, pitch x I !%in e, R-value, proper vents Roof sheathing, type, size, and span AJO; _— Roof covering, pelt paper,etc. C?� Building Planning Not Applicable Appr9ved Disapproved Manufactures specs on all engineered systems v c C S Ceiling height(min. 7'6") ✓ Emergency openings(egress windows) Stairs, handrails and guardrails Attached garage separation Uo required loss calculation Note: All persons doing any masonry,electical, heating, air-conditioning, plumbing, alarm, well-pump, excavation, demolition, or related work are required to obtain individual permits before beginning any work at this site. NOTES; 1. HORIZONTAL DATUM IS NAD 83. 2. PARCEL DOES NOT CONTAIN INLAND WETLAND AREAS PER TOWN OF SOUTH WINDSOR INLAND WETLANDS AND WATERCOURSES MAP. 1984. 3. PARCEL IS NOT LOCATED IN A FLOOD HAZARD ZONE. N/F PANEL No. 090036 ION B. THE NEIGHBORHOOD 4. ALL MONUMENTUMEN7AT10N FOUND OR SET IS DEPICTED. ,t 5. PARCEL IS LOCATED IN THE GENERAL COMMERCIAL ZONE. tl EX. S.M.H. 11 EX/ST. T.F.=133.61 NV=118.86 P : LR 77 � S 68�813»E mm -,--v -- �--c�--ti ^---� _^ n r, n C �88,64 0 ,. -- --- � 1 tt' E7G24"MAPLE` - ` ^ - "' -. - -t r '� - ♦` t1 ,�� ' 17 EXISTING 10' ^ r + SAN./STORM N�F :5EEgT_T LEONARD_ 69 597 s .t ff. 1 _ tttr-EASEMENT 1 ' ' /:5't,70- t _ _ _ X136,93 1 _ t 1 ' r ` 1 t - I MA66 1 X136 63 T X135,57 136-- - _ - - LP. f............................... -. 20'BUFFER LINE ....,.,,...... .. t - - - ,,1..........................................................!.............................. i......... A.....32,90..................................................................................................................................I...._._......... .. ....-•----....� .....�- ...................... -.�L•__ _ - I..+ _�_ - - X134,79 Z i tt _ _ - - - - - - - - - -' ,- _ _ - ♦1 - --134- - _ _ '- - .1 �♦ 111 - -( - - - - - - - - - - - - - - �t - - - - '3s., o It " ' -132~' 77.8\ CONC. o tt I ` • DUMPSTER PAD ;1 •• tt 1 b CONC. tt I DUMPSTER �2� 1 0 r I PAD W ,_ W GB W--. . _ BIT. tt b X131,21 �""•1.3_TXlX.I.CCID 130,63 TF:131.70 131.25 . X132.23 PAVEMENT tt t .tQ� INV.UI V./TRAP INV:125.00(IN) ♦♦ EX. CB BIT. J HOD OUT/SAP IN •124.27(IN) 1� 0 1 HOOD(OU t >t r { r PAVEMENT ���G G + INV: NAV./TRAP w r r 11 t r f r--I 15" HDPE t--I 15" HDPE + r-� Hoop oUT)�PROPOSED PROPERTY LINE `+ f T - _ _ tt ELEC CONIC. WALK >C131,33 45.15' •' U/ _� 28.70' rOI - tt PAD w o o y°qF t '� S68'28'1 ",E- r CONC. j W o 0 oe� / 1,32.84' / ELEC. tt /G 1OLLLjRDs ri LAND TO BE CONVEYED FRO U _�'O EXISTING BUILDING ♦5 in , 3 ,a >4 3 9 SILO tt 15.50' r #1006 SULLIVAN AVE. t + N/F SCOTT LEONARD TO N/F 7.80' FF:N/A , TIMOTHY MORIARTY 2.299t'A SF �°1 ❑ ❑ j�� 36.5' i � 1 + 0.052t+AC. r/ EXIST. �11 l t•��~ n EXISTING BUILDING tic �� o - LP. /v 652351'1 �1/I7FFn ��� t 1 F ERR. 0 ffivvv SULLIVAN MVL_. � � EX. CB 1 � o � ! i ' ATM MACHINE 17 FF:131.41 to c6 TF:729.70 � , t t t 1 Nlf ttt It D INV:U AV. R t EX. MAPLE r t , UU EXIST. ROOF I 0 4j� If HOOD(OUT) � t t � ; / 1 20 20'BUFFER RONALD & PA ULE MAR TlN "`�POST tt I OVERHANG �� EX. YD 3� TF:130.43 t t + �� t 0 INV:126.83(15") � ti + ! + t 't INV:126.83(6" S) % N t + + + t to ``1 ' 2 X2LAO - ❑ - ,Np2.9o' INV:127.03(6" N) �Q 1cS �133.94 ► "'A t11 , PILLARS O �• a clrr., 3.00'Oq 5 7 9 X130.95 o CONC. WALK / H-CAP RALPH C. & MAR Y T. 1 t SIGN `r` 1 t t I tt �,o• t HALL _ o 1 tt ♦t tt `r3p;, GREASE t ♦ ..__.. TRAP 0 t t tt ♦♦._ l ♦`"� "DO OTI-ROT ` �z ONE WAY' NO R HT/ cn'�- ._130"` , r I ►t ' ♦ 77 A n SIGN TURN" V t 1 t . X129,13 SIGN k GP PAVEMENT 1 tt1 REFERENCE PS ♦ t Exrsr. MAPS: ` FDVL POST ` j>EX. CB 'S4 C.O. g.4 C.O. l EX. SMH I I + I I tt \¢1F:127.67 BIT. 8 �9 TF:130.65 t + t 1 "Rf111n,1f1APV CIIp�/CV D{?GDAPGfI Ff1t? FRAA�L! AA AAIr,IADlt.l(1 R. SONS iNC 1 , I r tt ncSINV:UNAV./TRA .:� • t . ,,. .,.�. .� - I 1 I kI HOOD(OUT) PAVEMENT I INV:1L1.15 HE NEIGHBORHOOD, CORNER OF GRAHAM ROAD & AYERS ROAD EXTENSION, I r I s t SOUTH WINDSOR, CONN." SCALE 1"=50', DATED AUG. 28, 1990, REV. TO 4-3-91. I I + 77 ' EX. CB ` ► ` W PREPARED BY ALFORD ASSOCIATES, INC. i i I �♦ t EX. Ce TF:128.1 + �` I� I 1 TR127.83 INV:123. 4{IN) 1 I INV.UNAV./TR INV:UNA TRAP I j t 2. PROPERTY MAPPED FOR LORI-ANNE FOWLER, 1000-1006 SULLIVAN AVE. + ► , tt ♦ HOOD(OUT) HOOD(0 SOUTH WINDSOR, CONN." SCALE 1"=40', DATED 9-1-88, REV. TO 9-27-88, + i ♦ 12� ` ' INV.124.18(IN) •.t •-� -P, PREPARED BY FUSS & O'NEILL INC. + t j? tt D E 15" Ho , + X135,21 o r 3. "CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP, TOWN OF ! 1� , - ��- - s. r + _ - _ _ _. - - - - - �. - - C - - - - ... _. _ -. ... ... ... -'t7�- - - -- Y'Y 'Sn , PX- RAYSA_ SOUTH WINDSOR, EAST WINDSOR HILL - WAPPING ROAD FROM THE HARTFORD - ' t `- - ' ♦�`t- ^ ♦` - r<�- 'r `^ - ' - _ ''r` \� �iF.12s.88 1 EX.+CB t� SPRINGFIELD ROAD SOUTHEASTERLY ABOUT 12,500 FEET. ROUTE No. 194. ♦ ' ~ - - _ y' t TF:129.57 SCALE 1 =40', DATED AUG. 31, 1933. No. 132-02. ` ` 125.46 _ - - - •- - '�- Dso - ♦- '``"%YIj - ♦ + INV.JJNAV./TRAP H00D(,PUT) _ • + tt RETAINING 9 TF:125.01 - - _ _ _ 24 63+ 15" HDPE ' tt EXST. WALL ♦ " ♦ -INv.nnf(011Tj -_ -_ - �I '�1 \ M MCP 1B INV:�26.07(STUB) SOUTH WINDSOR4. , AST WINDSOR H STATE HIGHWAY ILL - W DEPARTMENT FROM GHT OF Y HEPWAPPNGOF X119.�1 FE�vc£PosT tt ' �122� . - - ♦ t• EX' ♦ ♦ N/F T/MO THY MORIARTY t INV. _ 22•- 15" FE` - - •E t" z". t 1a 2" ADS CB 1 1 ' ♦ INV.120.01(4"IN) RCP 1 TF:129. 2 19 074 S F CENTER NORTHERLY ABOUT 7,600 FEET. ROUTE No. 194.' i tt� 77 ♦ INv:t2o.15 t INv:725.2I ) • SCALE 1"=40', DATED AUG. 31, 1933. No. 132-03. , -� ♦ - e ��20 ` X �ti. t INV. 22.3 N 0.4J ''��� 1 N ♦` r• t " 7 \ X120.12 :.�` 9OL? I: INV:UNAV.1 AP ` N` t!.43 AC. 5. 'SANITARY SEWER CONSTRUCTION SULLIVAN AVENUE AREA, SOUTH WINDSOR, INV.UNHOOD(W) 1 N 1 tt �25(� .♦• '88 4<<+ 4�1c ' � t INV:UNAV. 7R P � CONNECTICUT, SULLIVAN AVE. STA. 118+0 TO 125+0", SCALE 1"=40' HORZ., O t -4'j - - - - - - _ - - - -122- - - - - _ - ' ` 1 r ' HOOD(NW) 1"=4' VERT., DRAWING No. 16-A, DATED 5-3-71 BY JAMES S. MINGES & 1 tt �'S ♦ RIP-RAP - - r- - r ( ♦ =8;3548" t X122, EX�1 MAPLE EX 24 MAPLE --50_9 71 ASSOCIATES. E�s E sr. 'p "MAPPLE T9� �- � - 1 _ _ - -124- - _ � + �r ' � * xisT. 1 FENCE POST ( MPE) 1 .09 " X127.13 SPIKE \ L 75.43£X �•MAPLE X .�_. _ --ds » Exrsr. La- � .�._��--EXISTN 8 30 34` W Exr ",MA P T -J7.78 EX. DMH tt £X SravE O D N 68 34 W S-2.76'- ♦ CHQ MON. ♦♦ ♦` CHD MON. """`� PIPE£T W/CAP TF:121.50 WALL 15" RCP EX. DMH `X125.91 N-126,10 (N.? TOP) �, , , 868952. INV:117.45(OUT) tt O TF:125.94 ` ♦ ♦ I / ♦ BIT, r3 1 .98 INV:119.20(IN) INV:119.44 ♦ PAVEMENT♦1 i;D EX. S.M.H. SN£r187s ♦ r EXST 4'CONCRETE WALK 9.62 NV=115.8E CRETE WALK ♦ / 51GNT Ill S E70ST. 4'CLiV ELECTRIC \ ♦ l�` � �' ` �j• - - -- HANOHOLD ly r _. y, 0 6♦ EX. SMH , --24"RCP -- -+---._ 1B"RCP '``t ♦♦ NINI V11197 X12i,66 - `�1�` CHD EXIST T.F.=112.49 - - - - - - EX/SANG 810 SAN1MRY SEWR - - - - _ - - - - - - - - - - - - - - - /NV.-1f0.14 ♦� - - - - /NV 18(1N� 11��1�- - _ - - - - - - - - �- - - - - - - - - - - - - - - - - = if APPROX. LOCATION - - - '"- " - - - - - - __ - - - - - - _ _ - - - - - _ .__ - - - -EXL,SnAV 0172E UNE_/6tk Z4"(QUT).•113.61 EX. S.M.H. 6"0 SANITARY AFfi�OR-L� - - - -L�J\ - - v - - - - - INV. 15"ON).115.21 T.F.=119.80 LATERAL DISCONNE LA SANITARY INV=111.79 t DEEP 6" SANITARY LATERAL Q Vd: DEEP /SANG DOUBLE YELLOW UNE TF 128.33 \ \ INV 18"(1 t 12T t i INV 12"(lN)•123.83 INV 18"(DUT).•123.73 �'`1e.. �` \\ \ BULL / I \ ./ EXISTING � EX. CCB EXISI/N, WN17E'LINE � A ��/ A V E N WG 1NV318"1(/N).12B.7f \ \ _ - / / �-• £XW 71NG 12" W �� /NV. 18"(OUT).128.61 \ _ �- - G APPROX. LOCH 170W 6"0 GAS'MA/!V G G -G-' -- , --_ --- - _ -__-� -- �•G---- _ � =`` EXIST I SN£T EXISANG EXISTING EDGE OF PAVEMENT SNET -- -G` "`-' S/GN No. 188 HYDRANT No. f87 j G-_ EXISP' APPROX. LOCA1/ON 12 WATER MAIN w w w - w - w - w W - -___ w -- w CHD MON. \ ■ Exrsr. CHD MOM. O '^ - EXIST. ■ \��� EX. DEL CB CHD MON. TF1128.77 INV-125.87 EX. DBL CBS 1F•131.29 li'I�F INV!127.89 l� �C�BI t t�i A' RECORD AS BUILT 5 cX 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Tel. 860.291 8755 RESURVEY PREPARED FOR: SHEET THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 �(� I1 t;' �'j� ALOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE S Fax 860.291 8757 UUV��L F11, v u INFORMATION. ALL EXISTING UTILITIES SHOULD STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS GRAPHIC SCALE (� /�/�n (� nM Scott Leonard mooBE FIELD VERIFIED PRIOR TO CONSTRUCTION. SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. 20 0 10 20 40 LSLY/CA t! U\Y!1!V PL�:iUi11l�J2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. &esign of�rss'Onals inc.- nc. o BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. -___ ( IN FEET ) �® DESIGN.- ( __7 ORAIyN.•MHA CHECKED., RPM �®®� � �®®� ����n�y�,� Avenue civil engineers • planners surveyors 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 12882 1 inch = 20 ft. ■' IanCISCapB architects • giS • gpS JOB NO.. 1585 DATE. 10124105 IMPRESSION SEAL AND ORIGINAL SIGNATURE 8 Vt7 nND8(i'1,1p C®d♦7MIC 1l ICU ll OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIP77ON BY RICHARD P. MARTEL LIC. No. 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: serverljobs/1585/1585baseAB.dwg l I ' •r cl0, that thi�l 44theyrP�s� n - ai `• ..uxerhe., witt, •� .. A •f�ld'wfth amendT pljn 'n3 a and issued �.and st" j aAr '{ thls vy the ,.. c, L''rh12. appfr`ar7p uifdi„w � c,I:;r ~f, w�rh all a, sh-f f1n:.• �'r J4rII�. c, !fined .•"n.;e k Of p�fr� r hig p/aq`�`-�_ a t'�ilp I. rrde�s and s appr.. —4' "npry'd nrdttr.gn„"� h. "nn�,Ir�ana Yt RR1fIf7 di ah3ff`rtpf� y-� c ^ r ,� E 1 It South Windsor RECEIVED ' BUILDING DEPARTMENT BAN 13 2006 SOUTH WINDSOR ENGINEERING DEPT.