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Home My WebLink About1000 EVERGREEN WAY III.NEW APPLICATION FOR E VAC PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR,CT 06074(PHONE)860-644-2511 EXT.230 PERMIP NUMBER DEPARTNIENT DECISION Y: BLDG.PERMIT NUMBER DATE PECTOR LOCATION oFWORK' 1000 Evergreen Way South Windsor CT, 06074 APPLICANT OWNER: TWE OF STRUCTURE: b NBw BUILDING - NAME:Advanced SM Associates LLC NAME: Harbor Chase of Evergreen Walk A ADDITION PHONE NUMBER 860-349-1644 PHONE NUMBER: ❑EXISTING BUILDING ADDRESS:52 Industrial Park Access Rd ADDRESS: 1000 Evergreen Way Middlefield CT, 06455 South Windsor CT, 06074 TYPE OF USE: n RESIDENTIAL cOlulb&EltCIAL HYAC INFORMATION: FUS71R DESCRIrrION OF WO". TYPE OFSYSTBM: nHEATWG oAIC Install VRF system for 120 unit senior living EMATING: facility including supply/return HVAC duct TOTAL IIEATIOSS(BTLIFI) (I�AT LOSS SFIEEiREQLIIRED) work, bathroom exhaust, fireplace venting and makeup air. DESCRIBE ALL MATING EQUIPMENT(INCLUDE MAKE AND MODEL,NO.): Please Refer to attached drawings ESUMA7EDCOST:s 1,150,000 AIR CONDITIONING: DFMCYN TRW OUTSIDE IF INSIDE IF DIFFERENCE__—r FEE ENCLOSED:S 20 700 TOTAL HEAT GAIN(BTLRD_(BEAT GAIN SHEET REQUIRED) DESCRIBE ALL COOLING EQUPMENT(INCLUDE MAKE AND MODEL NO-): Please Refer t o FEE SCHEDULE:$18 PER 31,000 OF THE ESTLNIATED COST. ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS attached drawings SLOG OVER. (.26 CENT EDUCATIONAL FEE INCLUDED AS PART OF THE PERbIIT FEE) TIE UNDERSIGNED NEARBY 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 PERFOMANCE OF SUCH WORK. CONTRACTORS LICENSE NO.: 1 i APE. .c, ' STATE: SIGNATURE OF APPLICANT: c�tiYaZIfIIC DATE. 8— Ryan ( <+san Lic - HTG - 0401573- 51 CT on 3,6 7/2 1 /ate-a u zo• 18•JAI�''� m a � 7•� Low Colors tY 111 s as Fabricated aluminum topper moldings WHITE low luster white . PANTONE 17715 C �• �- • fabicaled aluminum cebinat, . PANTONE1268C low luster white r{ . PANTCNEfBLA HarborChase Cut vinyl graphics . PANiONE IelACK1C Assisted Living•Memory Care = 10 Pracast capstone .•>•t�ra lta•tt��ra�ta••ram 1et.It�1a. 1111111�l��I�11�1ti ra�ral��1att.��lttta•It. .ari tt��11� I��1 t♦•t✓•ra��. �.10mti ti l. Back base,DY others External illumination,by others 2a Double Faoe:EKtemaBy Ill..—,—d Monamem Sign Scale:112•=V.o- 7y�•{V nemtonome.etoamnew,Craeaa2 660m0031 8%40A278 66024z2e9e NMWI.— Frmd Maine: lab: scale: Date: kDsc I Proofed By: va;� C.11 lJ/1 n..rw...wrfrc eruna uwn r.aan urrna.ammYro.naMm.nnr.rmMrcrmn�We.wwnr.aw.J ewmnaeasr.wronyawnmeuwvm�Wbra�mw.ak�a.nr.rewr4.�.Wa^warwe.e.mrrNynia Pea..�m+�.rae�aMmamrrwa.rns niw'e^miwromweuasgwr<aaerMyu+nm.mmarM.,e.m+urtanuwr Confluent Development Chase I 1000 Evergreen Way,Sath Vilidsor. CT 57086 A9 Noted 7t30120 MJH LR 1 9-6� �tr ll1 .1 25 Aluminum over 17t T frammg .125 Aluminum over 1%'x 1 W angle framing b Cut vinyl graphics 6'x 6'x 1/2'Welded miounNng plate Leveling nuts t.� Precast cep,by others 3/8'Hdb fasteners with mesh sleeve and adhesive HH , 'I ' . . . . I . . . F Brick base,by others t 1 77 1 � Pound concrete foundation.by others '� •rl:e-'I r-'------------------------- ---I EO- Monument Sian Section Detail L--------------------- Side Section Detail -a ,______�.______. ,�• Style:318'=1'-0' ail Style:3/8-=1'-0' O.C. Base,by others ® 4'x 4'x.125'Aluminum posts Wall Plan View Scale:3/8'-V-0' 12'Welded mounting plate wnh 9,-6, 3/8'Hdl,fasteners,mesh sleeves and adhesive ns,nl a e.ee P—en tam aq� Z/&man 0ve,eloom6eld CT 06002 1 960242.0031 1 $004664278 1060.242.2898 1 artf igm.com Project Name: Jobs; Scale: Date: Artist: Proofed8y: Page: rivewwn<w>eaw+l'ehwma.�*..rtir.ewem. w.waaur..n.ree v+.+,.eewreewewwawa Confluent De n rims.,hw.ar.n.rr,ewnmunt.+neea.e.v.ar ew.rm e.xeaarme�se oeeew.sw+waas I velopime t-HarborChase p.ee.p�erw.e*o.�sn.we..,rp„+wr=.win,p.wvyae.rwxw.�,ewrow.cvrq+mwwee.unr 1000 Evergreen Way,Sough Windsor,CT 57066 As NoleO 7130120 PNH LR 2 � s t Monument Sign Location -.ate` \,�'r \%'�`�� j/i�_ f- •r tl 11 7 p / le 1 ;=� 9 ■ Is rru�M� FS'CKLA*ID ROAD—�— — — -- —'-- -_ ary'kV&M.Dma eloa WA Refi0at $602a20031 1 8004664273 W242.tese artIssig as Project Nama: Jobe: Scale: Date: Artist Proofed By: Page: naawaemgAnaegram�wva w.wwmama.aw.e.o�ro,met.wtamsynasmn.earwru.as wom.aw Co.,..,De ment-HarborChase Haan.owawrwawwam.�u,a.xwe.wa,wreea,.wam.a.xaroanr.w..owe-m..w,.�su.r �°P y.ee.�ew�on.a�a�ap„wewas�epa.*.wdnrrr.o.w.esye�.aw..awrvnnan. ura t000 Everyreen Way,South Windsor,CT 57066 As Noted 7== PNH LR 3 da-D• b 3/8'Aluminwn background shape,painted b to match building, wit with applied Monte vkryl graphics.Stud mounted with vz•stanavrts Aq�_I,irirls•M�maYGn • • i - i t-LHarborchase Assisted Livin�• Memory Care 3/8'Aluminum letters,painted bronze finish color to be provided by dent Stud mounted with VT starMODs Port•Cxhr•Earl FJevstl20 Scale:114'•1'•0' 27 in DrWe,BbomfiNCL C106002 MO24z0031 800.466.4278 $60,242.2890 rthNgns<ow Project Name: IobF. Sal Date:e: Artist Proofed fly: Page: a »raa.worms awMm wa oa a ad v a. mm aroruauin n re ww earaw mw wra r w �aa.roe.r,wue.mw.r.wmun,w..marm•r>aYn sveaeaee�eaa..rr,�r o.naw:•w.sr,�anr.e Confluent DevelopmeM•HarbaChase gerr e.maw.<�r ro• e+r.nw,,..eerwm�a<.Ntr.�a.nnamew.warw..nwcmeerrwrcaR..,e +xm I 10DO Evergreen Way,South Windsor,C7 I 57066 I As Noted I T30120 PNH I LR I 4 ADA SIGNS • AERIAL SERVICES ART & CONSULTING AWNINGS • BANNERS • BLADE SIGNS • CAD-CAM • CANOPIES • CAST PLAQUES CHANNEL LETTERS • CORPORATE ART • CRANE SERVICE • CRATING • CUSTOM LIGHTING • CUT METAL LETTERS • CUT PLASTIC LETTERS DECORATIVE GLASS DECORATIVE IRONWORK• DISPLAY PRODUCTS DONOR WALLS • EDGE LIGHTING • ELECTRONIC MESSAGE CENTERS ETCHED PLAQUES • EXHIBITION GRAPHICS • FAUX FINISHES • FEATURE WALLS FLAGS FOUNDATIONS GLASS SIGNS • GOOSE NECK LIGHTS • HIGH RISE WORK • LARGE FORMAT PRINTING • LED ARCHITECTURAL LIGHTING • LED RETROFITS • LIGHTING SYSTEMS • LOGOS MARQUEES•MASONRY WORK MENUS MONUMENT SIGNS•MURALS•MUSEUM DISPLAYS•NATIONAL SIGN PROGRAMS•NEON•PAINTING PARKING LOT LIGHTS • PENNANTS PERMITS PRIVACY BANDS• PUSH THROUGH LETTERS • PYLON SIGNS RENDERINGS -RESTORATION ROPE LIGHTING SANDBLASTING • SCULPTURE • SCREEN PRINTING • SHIPPING • SIGN CABINETS • SIGN SERVICES SIGNAGE SYSTEMS SPRAY PAINTING-STOREFRONT RENOVATION STOREFRONT DESIGN •STRUCTURAL ENGINEERING•SURVEYS•TAVERN SIGNS TIMELINES VEHICLE GRAPHICS•VIDEO MENUS•VINYL LETTERS•WASH LIGHTING•WAY-FINDING SYSTEMS•WINDOW GRAPHICS•WOODWORK arJk SIGNS&AWNINGS ARCHITECTURAL FABRICATION I ART&DESIGN 27 Britton Drive Bloomfield,CT 06002 1800.466.4278 1860.242.0031 1 artlYsigns.com Harbor Chase I Monument Sign aryk July 30,2020 version 6 boa Cv,2rar -�` O v �- 202000721 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF OCCUPANCY DATE: 04/20/2021 FEE: GIS ID: 31301000 ZONE: MUNIS APPLICATION# 201901388 THIS IS TO CERTIFY THAT 1000 EVERGREEN WAY UNDER APPLICATION NUMBER 201901388 CONFORMS SUBSTANTIALLY TO THE REQUIREMENTS OF THE CONNECTICUT BASIC BUILDING CODE AND THE ZONING REGULATIONS OF THE TOWN OF SOUTH WINDSOR AND IS HEREBY APPROVED OF OCCUPANCY AS INDICATED BELOW: APPROVED FOR OCCUPANCY TO CONSTRUCT A 2 STORY ASSISTED LIVING FACILITY AND MEMORY CARE FACILITY SPECIAL CONDITIONS NOTICE: IF THIS CERTIFICATE IS LOST OR DESTROYED,A DUPLICATE SHOULD BE OBTAINED IMMEDIATELY FROM THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 4/20/2021 3:25 PM ANY CHANGE OR EXTENSION OF THE USE HEREIN APPROVED REQUIRES A NEW CERTIFICATE OF OCCUPANCY 202000721 TOWN OF SOUTH WINDSOR, CT PEIuvIiT NUMBER '°51 CERTIFICATE OF OCCUPANCY DATE: 04/20/2021 FEE GIS ID:31301000 =_zSZONE: MUNIS APPLICATION# 201901388 f' i„ ,p ',C~':1e`raq.;;,.n.��1}�;'TN.e�Mr+s'•` �•;�°� P. THIS IS TO CERTIFY THAT " v.1000 EVERGRF. N3 ., UNDER APPLICATION NUMBER 201901388 CONFORMS SUBSTANTIALLY TO THE kh�OIREMENTS pFTHB CONNECTICUT.,BjASIC BUILDING CODE AND THE ZONING REGULATIONS OF THETO,WN OF,SOUTH W�ND$OR`AND I$HEREBY APPROVED OF OCCUPANCY D INDICATED BELOW: �„ _ :}T.,: =;,:: , ; � A � AS APPROVED FOR OCCUPANCY 'TO CONSTRUCT:A ':STORVC'ASSIS EI?LIVINGIFACILITY ANQ MEIVIORY'�CARE FACII:tT`Y"'_�• - ••` _`�? } SPECIAL CONDITIONS NOTICE: IF THIS CERTIFICATE IS LOST OR DESTROYED;A DUPLICA�I SHOULD BE OBTAINED IMMEDIATELY FROM THE BUILDING DEPARTMENT. AA CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 4/20/2021 3:25 PM ANY CHANGE OR EXTENSION OF THE USE HEREIN APPROVED REQUIRES A NEW CERTIFICATE OF OCCUPANCY 8"r (4z&c "70190138,� G.W.C.WHITING (1883-1974) TIMOTHY J.REGAN PRESIDENT AND CEO WILLARD HACKERMAN (1918-2014) FOUNDED 1909 THE WHITING-TURNER CONTRACTING COMPANy ENGINEERS AND CONTRACTORS CONSTRUCTION MANAGEMENT 11 APEX DRIVE,SUITE 201A INSTITUTIONAL GENERAL CONTRACTING DESIGN-BUILD MARLBOROUGH,MA 01752 COMMERCIAL SPECIALTY CONTRACTING CORPORATE PRECONSTRUCTION TECHNOLOGY BUILDING INFORMATION MODELING INDUSTRIAL/PROCESS INTEGRATED PROJECT DELIVERY INFRASTRUCTURE SUSTAINABILITY April 19, 2021 Office of the Fire Marshal, South Windsor CT 232 West Road South Windsor, CT 06074 Attn: Fire Marshal Summers Please let this letter serve as an affidavit under oath under penalties of false statement of actual final cost for all new structures and major additions. We have included a calculation of the final costs and associated building permit fee due. If you agree with calculations the owner will move forward with payment. Thank you. t BUILDING PERMIT FEE ITEM ORIGONAL FINAL !Total Building $ 25,845,973.00 Sitework $ 1,931,699.00 Fire Protection $ 585,000.00 ,Plumbing _ $ 2,560,000.00 j HVAC �$ 3,258,000.00 Electrical $ 2,751,000.00 --� ,Contingency $ _ TOTAL LESS SITE& MEP's $ 14,760,274.00 $15,171,065.00 Permit Fee$18/$1,000 $ 265,684.93 ; $ 273,079.17 'Foundation Permit $ 7,632.00 $ 258,078.00 'Previously Paid I Balanced Owed $ 258,052.93 $ 25,001.17 ' I Very truly yours, THE WHITING-TURNER CONTRACTING COMPANY 6110KZ_1 Chase Cote Project Manager PERMITS/INSP PAYMENT RECPT#: 20912509 TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 THIS IS NOT A PERMIT DATE: 04/20/21 TIME: 11 26 CLERK: walternsu DEPT: CUSTOMER#: 718282 CD-HRA (WINDSOR) LLC PARCEL: CHG: BLDPRM BUILDING PERMIT 15001 17 AMOUNT PAID: 15001 17 PAID BY: CD-HRA (WINDSOR) LLC PAYMENT METH: CHECK 1215 REFERENCE: AMT TENDERED: 15001 17 AMT APPLIED: 15001 17 CHANGE: 00 THIS IS NOT A PERMIT THIS DOES NOT AUTHORIZE WORK TO BEGIN W m 5�i4 �-v eZ e,�c 12-(o APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06014 HONE)860-644-2511 EXT.230 PERMIT NUMBER: DEPARTMENT DECISION n. APPLICATION IS HEREBY: APPROVED n BLDG.PERMIT NUMBER: obi 1r ECEIVED DAM INSPECTOR MAY 2 8 2020 LOCATION OF WORK: I OCC) b,6v( Y""t'�� 1 N,�<< South Windsor BuNding DsPt APPLICANT: OWNER TYPE OF STRUCTURE: Gy t NEW BUH DING NAME: �y4SLi t V t t?� NAME:�� I�1�1 ��rli l tL 7Si I L� /❑\\gMMON PRONE NUMBER: ,3 LIq L Cl 7i + PHONE NUMBER: <� ❑EXmTIlJGBUIIDING ADDRESS: I/LCL�'L 1 �z , I6lc;�Y�\ ADDRESS: TYPE OF USE: Diu c�k 1��St1UEiwl Le ZC c. xEsmENTIAL o COhav EttCIAL C ELECTRICAL INFORMATION. A FURTIIER DESCRIIPr` OON OF WORK: TYPE OF INSTALLATION: N 15 S 1 y�S�ZI �yl�� l-fT 1 R: 1��Lt�U �t t`W. SIZE OF SERVICE: SIZE OF MAIN SERVICE: NUMBER OF METERS: NUMBER OF PANELS: NUMBER OF LIGHT CIRCUITS: ESTIMATED COST1 aC L` oU NUMBER OF SWITCHES: I �� NUMBER OF LIGHT FDCTURFS: FEE ENCLOSED:$ NUMBER OF A/C CIRCUITS: FEE SCHEDULE:$18 PER$1,000 OF THE ESTIMATED COST. NUMBER OF POWER CIRCUITS: ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT NUMBER OF OUTLETS: J.� V,ti��1`1" J co L�L`J IS$1.00 OVER {.26 CENT EDUCATIONAL FEE INCLUDED AS PART OF THE PERMIT FEE) THE UNDERSIGNED NEARBY 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 PERFOMANCE OF SUCH WORK. CONTRACTORS LICENSE NO.: 11 y( (� TYPE: -T't STATE: SIGNATURE OF APPLICANT: `��' �" DATE: l L L �oaooc�Us- APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 (PHONE) 860-644-2511 EXT. 230 PERMIT NUMBER: DEPAP�ECTOR �� APPL HEREB: BLDG.PERMIT NUMBER: DATE LOCATION OF WORK: j�O(:> C J�1C ('�f N \L�td APPLICANT: OWNER: TYPE OF STRUCTURE: KNEW NEW BUILDING � r`NAME: � Rj NAME: ,❑\ADDITION PHONE NUMBER:g&o a L 3 PHONE NUMBER: ❑DUSTING BUILDING ADDRESS: Sao sApr"sh ,k 17,�F1 ADDRESS: TYPE OF USE: t RESIDENTIAL 40MMERCIAL ELECTRICAL INFORMATION: FURTHER DESCRIPTION OF WORK: TYPE OF INSTALLATION: "ew SIZE OF SERVICE: ',�5 0O ALL,� SIZE OF MAIN SERVICE: c�i,JUC7r "f a ��7 Avg' NUMBER OF METERS: a NUMBER OF PANELS: // NUMBER OF LIGHT CIRCUITS: ESTIMATED COST:S V a W Q QD NUMBER OF SWITCHES: NUMBER OF LIGHT FIXTURES: FEE ENCLOSED:S 3a NUMBER OF A/C CIRCUITS: FEE SCHEDULE:SIS PER S1,000 OF THE ESTIMATED COST. NUMBER OF POWER CIRCUITS: ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS$1.00 OVER (Z6 CENT EDUCATIONAL FEE INCLUDED AS NUMBER OF OUTLETS: PART OF THE PERMIT FEE) THE UNDERSIGNED HEARBY 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 PERFOMANCE OF SUCH WORK. CONTRACTORS LICENSE NO.:QI o"Q ;;,rj TYPE: C I STATE: �T SIGNATURE OF APPLICANT: _Q _ _ � DATE: ( /,J 9 aoi�oat � Earth RetentionSvstems www.ERSWalls.com To: Bob Jacobson Date: 3/20/19 BCI, Inc. dba Butler Company 848 Marshall Phelps Road Windsor,CT 06095 Direct: 860-640-6917 Proggsal Document: Project Title: Harborchase of Evergreen Walk rev 1 Project Location: 100 Evergreen Way South Windsor,CT Project Engineer: Fuss & O'Neill 146 Hartford Road Manchester,CT 06040 Office: 860-646-2469 Bid Documents: Proposal references: Grading Plan CG-101 Revised Date 11/30/18 Scope of Work: Earth Retention Systems, LLC will provide material, labor, equipment and supervision to designibuild the SRW walls referenced in above mention plans. The block color(s)and texture included in this proposal are the manufacturers stock color&face textures. Schedule of Prices: • Lump Sum Pricing as follows: o Diamond Pro SRW Retaing Wall Syst : $74,000.00 • Price to install provided sleeves for Fence/Guardrail t ea. (If Applicable) • Engineering fees of$1,250.00 will be paid upon signing of contract or prior to stamped plans being released,this amount will be deducted from the lump sum price • Contractor must provide enough back fill daily to allow ERS to erect a minimum of 600 square feet of wall face area per day. Pricing is subject to the following terms. Open Shop Wages Apply and add $500 per site visit if wall designer needs to perform wall inspections. (We estimate 1 visits) Earth Retention Systems,LLC Page 1 of 5 15 Bailey Hill Rd.Danielson,CT 06239 P:(860)230-1755 1 F APPLICATION FOR SPRINKLER PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 (PHONE)860-644-2511 EXT. 230 DEPARTMENT PERMIT NUMBER. qPRAPP7:�R�EB lBLDG.PERMIT NUMBER DATE CTOR LOCATION OF WORK: Harbor Chase - 1000 Evergreen Way APPLICANT: OWNER: TYPE OF STRUCTURE: 5 NEW BUILDING NAME: Synergy Fire Systems LLC NAME: O ADDITION PHONE NUMBER:860-993-3954 PHONE NUMBER ❑EXISTING BUILDING ADDRESS: 116 Riverside Ave ADDRESS: TYPE OF USE: Bristol, CT a RESIDENTIAL 10 COMMERCIAL SPRINKLER INFORMATION: FURTHER DESCRIPTION OF WORK: SIZE OF MAN DRAIN: 2" WATER FLOW: 470 gpm Design and install a workinh fire protection ARE SPRINKLER HEADS ALTERED? o YES X NO sprinkler system per NFPA 13 2013 edition IF YES CHECK ALL THAT APPLY: ❑ADDED ❑DELETED o ALTERED IF MORE THAN 3 HEADS ARE ADDED HYDRAULIC CALCULATIONS ARE PROVIDED BY: ❑PROFESSIONAL ENGINEER ❑INSURANCE COMPANY WATER PRESSURE AT STREET(PSI): 83 psi ESTIMATED COST: $610,000 WATER PRESSURE AT SPRINKLER HEADS(PSI): 15 psi ARE PUMPS REQUIRED? o YES R No $10,980 FEE ENCLOSED: IF YES,CHECK ALL THAT APPLY: ❑FIRE o BOOSTER ❑OTHER ARE STANDPIPES PROVIDED?10 YES o NO IS A SPRINKLER SYSTEM PROVIDED?X YES o NO FEE SCHEDULE:SI8 PER$1,000 OF THE ESTIMATED COST. SPRINKLER SYSTEM MAIN WATER SUPPLY RATING 600 GPM ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS $1.00 OVER. (.26 CENT EDUCATIONAL FEE INCLUDED AS TOTAL DYNAMIC HEAD(TDH)OF FIRE PUMP PSI PART OF THE PERMIT FEE) THE UNDERSIGNED HEARBY 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 PERFOMANCE OF SUCH WORK CONTRACTORSLICENSENO.: FRP.0041388-F1 TYPE. Fl STATE: CT SIGNATURE OF APPLICANT: James 011ari DATE: 5/11/2020 �ac>co77n 4QM11 S Town of South Windsor Building Department 5 COMMERCIAL CERTIFICATE OF OCCUPANCY 4� Building Permit: BLDP-20-433 APPLICANT LOCATION NAME:Lindsey Fortunato ADDRESS:100 EVERGREEN WAY EMAIL ADDRESS:I.fortunato@fortunatoconstruction.com South Windsor CT 06074 OWNER:EVERGREEN WALK LIFESTYLE CENTER LLC SUITES#827 ADDRESS:99 Old Brickyard Lane 2650 THOUSAND OAKS Berlin,Connecticut 06037 MEMPHIS TN 38118 DESCRIPTION OF WORK: This project is to create temporary expansion of the Burtons Grill Dining Room into the vacant adjacent Jos A. Banks space.The expansion will be achieved b creating two openings in the demisin w p y gg all between the spaces. The interior scope of work is very minimal. Existing egress locations remain unaltered,and are to be used as required. Ingress to be at the existing Burton location and to remain unaltered. The proposed table layout as shown creates additional seating for 88 diners. CONSTRUCTION TYPE: USE GROUP: February 17 2021 BUILDING OFFICIAL DATE SIGNED —ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT"' ' PERMIT ONLY VALID IF SIGNED BY BUILDING OFFICIAL"` SITE COMPLIANCE CHECKLIST TOWN OF SOUTH WINDSOR,CONNECTICUT ***** FOR C OF O***** ADDRESS / �yc� ccn �.�c LOT/UNIT# j fe Reviewed by gib (Engineering) CONTACT/DEV F.nss A;C7 ne r Date Reviewed PH# L ry - L�z�-t r, y v Reviewed by e- (Planning) Date Submitted`4 —) 2 Date Reviewe ) Approv Denied As required in the Zoning and/or Subdivision Regulations, no Certificate of Occupancy shall be issued until grading plans have been complied with and approved by the Town Engineer. The minimum requirements shall include: Approved Denied N/A 1. Approved building permit plan 2. Finish grading per approved building permit plan 3. Site work; i.e. trees, shrubs, dumpsters, required parking 4. Utility location; a. sanitary sewer/septic systems b. foundation drain C. electrical &telephone / d. water e. ot4er6.Ay 5. Sewer connection charge paid _ 6. Appropriate certification 7. Bonding 8. Planning&Zoning/ Inland Wetlands Considerations a. Lighting — ,z b. Signage Freestanding Wall C. Fee in lieu of Open Space COMMENTS: XeV,-1 �S ��IT Sxc+L./kl. W'4k a /2 ra.a ,1 y f'Yw 1' Iq•'�'- d d S"'Ik Sl�cc: Sri fa,czMa� . o (c�a.;1 i,,Jall �3u,:./c u w(/= IOiesc l�� .cam' j w� S�v Cv w�.i�•.ec� s ?��.C.- � h/t)k;(� l: d�E•'�t..JC%L..uL. S/°'tJS �n �'V 1 p'L��.S��, l.Ji� s/engineering/molloy/site compliance checklist �� Upe, Michele From: Folger,Jeffrey Sent: Thursday,April 8,2021 11:24 AM To: Lipe, Michele Subject: Harbor Chase CO Michele. There are areas where grass is not established yet. But they were working on adding topsoil and seeding while I was out there. Several rain gardens have small washouts in them that need to be re-graded and seeded. Re-seeding is necessary on several landscaped islands. A portion of the porous pavement needs to have sediment removed by vacuuming. Inner yards adjacent to the building need to be seeded. Sediment is washing out into the.catch basin north of the white stockade fence. This area needs to have silt fencing installed until the grass has grown to stabilize it. We still have an E&S bond to cover the listed actions. A CO can be granted,while we retain the bond until the work has been completed. Jeff 1 Lipe, Michele From: Lipe, Michele Sent: Thursday,April 8, 2021 3:22 PM To: 'Cote, Chase' Cc: Schacht,Alexis;'Ronald Bomengen' Subject: RE: [External]HarborChase of Evergreen Walk-CO Documents Attachments: D00040821-001.pdf Hi Chase, Attached are the review comments. We will ultimately need a revised as-built so Engineering is requiring a bond in the amount of$2,500.00 to cover that. We are currently holding an erosion bond and landscape bond to cover those items. Once we receive the bond,the Planning and Engineering Department can sign off. Please let me know if you have any other questions. Thanks, Michele Michele M. Lipe,AICP Director of Planning 1540 Sullivan Ave. South Windsor,CT 06074 From:Cote, Chase<Chase.Cote@whiting-turner.com> Sent:Wednesday,April 7,20212:09 PM To: Lipe, Michele<Michele.Lipe@southwindsor-ct.gov> Cc:Sandy Rotunda<srotunda@confluentdev.com>;Thomson,Craig<Craig.Thomson@whiting-turner.com>; Ronald Bomengen<rbomengen@fando.com> Subject: [External]HarborChase of Evergreen Walk-CO Documents CAUTION:This email originated from outside your organization.Exercise caution when opening attachments or on clicking links from unknown senders. Michele-Good afternoon,Whiting-Turner dropped off the as-built drawings and corresponding checks. Please let me know if you need anything else before issuing a CO. Thank you. wrChase Cote,LEED AP BD+C Project Manager The Whiting-Turner Contracting Company 11 Apex Drive,Suite 201A WHMNG-TURNER Marlborough,MA 01752 Phone:508-875-4100 Mobile:603-496-7256 www.whiting-tumer.com 2 Electric # APPLICATION FOR BUILDING PERMIT Plumbing# 1 )Zile: 10/12/2018 HVAC# F, Sprinkler# Estimated Cost FINAL APPROVALS Permit Fee $ Building COMPLETE RED BOXED AREAS Occupancy Fee $ Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit ► t SIGN ON REVERSE SIDE Appr.forCO. Total Fee $5,/D• TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: G �0�Z� Harbor Retirement Development V Applicant P Localiono( Lot No. Applicant's Address 958 20th PI,2nd Floor i,,; u (772)321-5641 Town Vero Beach, FL Zip 32960 Owner Harbor Capital City Investment LLC Architect NIA Owner's Address 958 20th P,Second Floor Architect s Address Vero Beach, FL Zip 32960 Zip, Sy Ft. New Area: t st F I >nrl F i 3rd F I. Total New Area Purpose of this permit Demolition of Existing Barn I City Mve Well J Seplic System J Sewer J Ins: HO SP Cert. Area Baseme t Garage Approved by Date �� Use Group Deconstruction Type I hereby agree to conform to all the requirements of the Laws of the State of Co'Inecticut and the Ordinances of the Town of South Windsor and to notify the Buddrnq Inspeclor 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 lo�.ated the proper distance from all street lines.side yard lines,and required distances from all other zones and is located in which his buddinq and its uses 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 .9 INSPECTION COMMENTS �' ,�Gtl r (� l �K/ril�, � �P,�, ,9 ��-lYlh•I U/ C'�r✓ti_�' i��ta� 202000721 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF OCCUPANCY DATE: 04/20/2021 FEE: GIS ID: 31301000 ZONE: MUNIS APPLICATION# 201901388 THIS IS TO CERTIFY THAT 1000 EVERGREEN WAY UNDER APPLICATION NUMBER 201901388 CONFORMS SUBSTANTIALLY TO THE REQUIREMENTS OF THE CONNECTICUT BASIC BUILDING CODE AND THE ZONING REGULATIONS OF THE TOWN OF SOUTH WINDSOR AND IS HEREBY APPROVED OF OCCUPANCY AS INDICATED BELOW: APPROVED FOR OCCUPANCY TO CONSTRUCT A 2 STORY ASSISTED LIVING FACILITY AND MEMORY CARE FACILITY SPECIAL CONDITIONS NOTICE: IF THIS CERTIFICATE IS LOST OR DESTROYED,A DUPLICATE SHOULD BE OBTAINED IMMEDIATELY FROM THE BUILDING DEPARTMENT. t CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL Il3/7.023 Il 44AM- -ANY CHANGE OR EXTENSION O_F__THE_USE_HEREIN APPROVED REQUIRES ANEW CERTIFICATE OF OCCUPANCY COMcheck Software Version 4.1.1.0 Envelope Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: Harbor Chase of Evergreen Walk Location: South Windsor, Connecticut t9 Climate Zone: 5a C44 Project Type: New Construction "AleD Vertical Glazing/Wall Area: 17% Skylight/Roof Area 0% Construction Site: Owner/Agent: Designer/Contractor: 1000 Evergreen Way Richard Baummer Gregg Golden South Windsor, CT 06074 Harbor Retirement Associates P/R Architects, LLC 1440 Highway AlA 209 S.Water St. Vero Beach, FL 32963 Milwaukee,WI 53204 772-492-5002 414-359-3060 dbaummer@hraonline.net ggolden@prarch.com Additional Efficiency Package(s) Reduced interior lighting power. Requirements are implicitly enforced within interior lighting allowance calculations. Building Area Floor Area 1-Multi-Story Facility(Multifamily) :Nonresidential 113112 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factorw Perimeter Lower Level:Slab-On-Grade:Unheated,Vertical 3 ft.,[Bldg.Use 1 - 554 10.0 0.510 0.540 Multi-Story Facility)(c) First Floor:Slab-On-Grade:Unheated,Vertical 3 ft.,[Bldg. Use 1 -Multi- 1851 --- 10.0 0.510 0.540 Story Facility](c) Roof 1:Attic Roof with Wood Joists,[Bldg.Use 1 -Multi-Story Facility] 54194 38.0 0.0 0.027 0.027 Skylights:Metal Frame with Thermal Break:Glass,With Curb,Pert. 89 --- --- 0.300 0.500 Specs.:Product ID NA,SHGC 0.25,VT 0.35,[Bldg.Use 1 -Multi-Story Facility](b) NORTH Exterior Wall-MC North:Wood-Framed, 16"o.c.,[Bldg.Use 1 -Multi- 4269 21.0 7.5 0.040 0.064 Story Facility] Windows:Vinyl/Fiberglass Frame:Operable,Pert.Specs.:Product ID 833 --- --- 0.300 0.450 NA,SHGC 0.40,VT 0.70,[Bldg.Use 1 -Multi-Story Facility](b) Storefront Door:Glass(>50%glazing):Metal Frame,Non-Entrance 42 --- --- 0.400 0.770 Door, Pert.Specs.:Product ID NA,SHGC 0.40,,VT 0.70,[Bldg.Use 1 - Multi-Story Facility](b) Exterior Wall-MC North Stair:Concrete Block:8",Partially Grouted, 886 0.0 7.5 0.092 0.090 Cells Empty,Normal Density,Furring:Wood,[Bldg.Use 1 -Multi-Story Facility] Doors: Insulated Metal,Swinging,[Bldg.Use 1 -Multi-Story Facility] 42 --- --- 0.069 0.370 Exterior Wall-AL North:Wood-Framed, 16"o.c.,[Bldg.Use 1 -Multi- 3691 21.0 7.5 0.040 0.064 Story Facility] Project Title: Harbor Chase of Evergreen Walk Report date: 06/18/19 Data filename: P:\190142-01\Project Management\Code\190142-01_Evergreen Walk_COMcheck.cck Page 1 of 11 Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factorm Perimeter Windows:Vinyl/Fiberglass Frame:Operable,Perf.Specs.:Product ID 363 --- --- 0.300 0.450 NA,SHGC 0.40,VT 0.70,[Bldg.Use 1 -Multi-Story Facility](b) Vinyl Sliding Doors:Glass(>50%glazing):Nonmetal Frame,Non- 506 -- --- 0.300 0.770 Entrance Door,Perf.Specs.:Product ID NA,SHGC 0.40,VT 0.70, [Bldg.Use 1 -Multi-Story Facility](b) Exterior Wall-Courtyard South:Wood-Framed, 16"o.c.,[Bldg.Use 1 - 2835 21.0 7.5 0.040 0.064 Multi-Story Facility] Windows:Vinyl/Fiberglass Frame:Operable,Perf.Specs.:Product ID 264 --- --- 0.300 0.450 NA,SHGC 0.40,VT 0.70,[Bldg.Use 1 -Multi-Story Facility](b) Exterior Wall-Courtyard North:Wood-Framed,16"o.c.,[Bldg.Use 1 - 2413 21.0 7.5 0.040 0.064 Multi-Story Facility] Windows:Vinyl/Fiberglass Frame:Operable,Perf.Specs.:Product ID 148 --- --- 0.300 0.450 NA,SHGC 0.40,VT 0.70,[Bldg.Use 1 -Multi-Story Facility](b) Storefront:Metal Frame:Fixed,Perf.Specs.:Product ID NA,SHGC 420 --- -- 0.400 0.380 0.40,VT 0.40,[Bldg.Use 1 -Multi-Story Facility](b) Storefront Doors:Glass(>50%glazing):Metal Frame,Non-Entrance 63 --- --- 0.400 0.770 Door,Perf.Specs.:Product ID NA,SHGC 0.40,VT 0.70,[Bldg.Use 1 - Multi-Story Facility](b) EAST Exterior Wall-MC East:Wood-Framed,16"o.c.,[Bldg.Use 1 -Multi- 3527 21.0 7.5 0.040 0.064 Story Facility] Windows:Vinyl/Fiberglass Frame:Operable,Perf.Specs.:Product ID 419 --- --- 0.300 0.450 NA,SHGC 0.40,VT 0.70,[Bldg.Use 1 -Multi-Story Facility](b) Exterior Wall-MC East Stair:Concrete Block:8",Partially Grouted, 228 0.0 7.5 0.092 0.090 Cells Empty,Normal Density,Furring:Wood,[Bldg.Use 1 -Multi-Story Facility] Exterior Wall-AL East(front):Wood-Framed,16"o.c.,[Bldg.Use 1 - 4138 21.0 7.5 0.040 0.064 Multi-Story Facility] Windows:Vinyl/Fiberglass Frame:Operable,Pert.Specs.:Product ID 482 --- --- 0.300 0.450 NA,SHGC 0.40,VT 0.70,[Bldg.Use 1 -Multi-Story Facility](b) Entrance Door:Glass(>50%glazing):Metal Frame,Entrance Door, 85 --- --- 0.400 0.770 Perf.Specs.:Product ID NA,SHGC 0.40,VT 0.70,[Bldg.Use 1 -Multi- Story Facility](b) Exterior Wall AL Commons East:Wood-Framed,16"o.c.,[Bldg.Use 1 3525 21.0 7.5 0.040 0.064 -Multi-Story Facility] Windows:Vinyl/Fiberglass Frame:Operable,Perf.Specs.:Product ID 715 --- --- 0.300 0.450 NA,SHGC 0.40,VT 0.70,[Bldg.Use 1 -Multi-Story Facility](b) Storefront Door:Glass(>50%glazing):Metal Frame,Non-Entrance 21 -- --- 0.400 0.770 Door,Perf.Specs.:Product ID NA,SHGC 0.40,VT 0.70,[Bldg.Use 1 - Multi-Story Facility](b) Door:Insulated Metal,Swinging,[Bldg.Use 1 -Multi-Story Facility] 21 --- --- 0.069 0.370 Exterior Wall-AL East:Wood-Framed,16"o.c.,[Bldg.Use 1 -Multi- 3438 21.0 7.5 0.040 0.064 Story Facility] Windows:Vinyl/Fiberglass Frame:Operable,Perf.Specs.:Product ID 307 --- --- 0.300 0.450 NA,SHGC 0.40,VT 0.70,[Bldg.Use 1 -Multi-Story Facility](b) Vinyl Sliding Doors:Glass(>50%glazing):Nonmetal Frame,Non- 276 --- --- 0.300 0.770 Entrance Door,Perf.Specs.:Product ID NA,SHGC 0.40,VT 0.70, [Bldg.Use 1 -Multi-Story Facility](b) Exterior Wall-AL East Stair:Concrete Block:8",Partially Grouted,Cells 143 0.0 7.5 0.092 0.090 Empty,Normal Density,Furring:Wood,[Bldg.Use 1 -Multi-Story Facility] Door:Insulated Metal,Swinging,[Bldg.Use 1 -Multi-Story Facility] 21 --- --- 0.069 0.370 Exterior Wall-Courtyard East:Wood-Framed,16"o.c.,[Bldg.Use 1 - 1037 21.0 7.5 0.040 0.064 Multi-Story Facility] Windows:Vinyl/Fiberglass Frame:Operable,Perf.Specs.:Product ID 213 --- --- 0.300 0.450 NA,SHGC 0.40,VT 0.70,[Bldg.Use 1 -Multi-Story Facility](b) Storefront Windows:Metal Frame:Fixed,Perf.Specs.:Product ID NA, 36 --- --- 0.400 0.380 SHGC 0.40,VT 0.70,[Bldg.Use 1 -Multi-Story Facility](b) Project Title: Harbor Chase of Evergreen Walk Report date: 06/18/19 Data filename: P:\190142-01\Project Management\Code\190142-01 Evergreen Walk_COMcheck.cck Page 2 of 11 1 Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Facton.> Perimeter SOUTH Basement Wall:Solid Concrete:8"Thickness,Normal Density,Furring: 1740 0.0 10.0 0.080 0.108 Wood,Wall Ht 9.3,Depth B.G.9.3,[Bldg.Use 1 -Multi-Story Facility] Exterior Wall-AL South:Wood-Framed,16"o.c.,[Bldg.Use 1 -Multi- 6260 21.0 7.5 0.040 0.064 Story Facility] Windows:Vinyl/Fiberglass Frame:Operable,Perf.Specs.:Product ID 856 -- -- 0.300 0.450 NA,SHGC 0.40,VT 0.70,[Bldg.Use 1 -Multi-Story Facility](b) Door:Insulated Metal,Swinging,[Bldg.Use 1 -Multi-Story Facility] 45 -- --- 0.069 0.370 Storefront Doors:Glass(>50%glazing):Metal Frame,Non-Entrance 55 -- --- 0.400 0.770 Door,Perf.Specs.:Product ID NA,SHGC 0.40,VT 0.70,[Bldg.Use 1 - Multi-Story Facility](b) Vinyl Sliding doors:Glass(>50%glazing):Nonmetal Frame,Non- 352 --- --- 0.300 0.770 Entrance Door,Perf.Specs.:Product ID NA,SHGC 0.40,VT 0.70, [Bldg.Use 1 -Multi-Story Facility](b) WEST Exterior Wall-AL Commons West:Wood-Framed, 16"o.c.,[Bldg.Use 2673 21.0 7.5 0.040 0.064 1 -Multi-Story Facility] Windows:Vinyl/Fiberglass Frame:Operable,Perf.Specs.:Product ID 408 --- --- 0.300 0.450 NA,SHGC 0.40,VT 0.70,[Bldg.Use 1 -Multi-Story Facility](b) Storefront Door:Glass(>50%glazing):Metal Frame,Non-Entrance 21 --- --- 0.400 0.770 Door,Perf.Specs.:Product ID NA,SHGC 0.40,VT 0.70,[Bldg.Use 1 - Multi-Story Facility](b) Exterior Wall-AL West Stairs:Concrete Block:8",Partially Grouted, 1039 0.0 0.0 0.297 0.090 Cells Empty,Normal Density,Furring:Wood,[Bldg.Use 1 -Multi-Story Facility] Doors:Insulated Metal,Swinging,[Bldg.Use 1 -Multi-Story Facility] 63 --- --- 0.069 0.370 Exterior Wall AL West:Wood-Framed,16"o.c.,[Bldg.Use 1 -Multi- 7936 21.0 7.5 0.040 0.064 Story Facility] Windows:Wood Frame:Operable,Perf.Specs.:Product ID NA,SHGC 761 --- --- 0.300 0.450 0.40,VT 0.70,[Bldg.Use 1 -Multi-Story Facility](b) Vinyl Sliding Doors:Glass(>50%glazing):Nonmetal Frame,Non- 552 --- --- 0.300 0.770 Entrance Door,Perf.Specs.:Product ID NA,SHGC 0.40,VT 0.70, [Bldg.Use 1 -Multi-Story Facility](b) Storefront Door:Glass(>50%glazing):Metal Frame,Entrance Door, 64 --- --- 0.400 0.770 Pert.Specs.:Product ID NA,SHGC 0.40,VT 0.70,[Bldg.Use 1 -Multi- Story Facility](b) Exterior Wall-MC West:Wood-Framed, 16"o.c.,[Bldg.Use 1 -Multi- 3402 21.0 7.5 0.040 0.064 Story Facility] Windows:Vinyl/Fiberglass Frame:Operable,Perf.Specs.:Product ID 263 --- --- 0.300 0.450 NA,SHGC 0.40,VT 0.70,[Bldg.Use 1 -Multi-Story Facility](b) Exterior Wall-MC West Stair:Concrete Block:8",Partially Grouted, 243 0.0 7.5 0.092 0.090 Cells Empty,Normal Density,Furring:Wood,[Bldg.Use 1 -Multi-Story Facility] Exterior Wall-Courtyard West:Wood-Framed,16"o.c.,[Bldg.Use 1 - 2000 21.0 7.5 0.040 0.064 Multi-Story Facility] Windows:Vinyl/Fiberglass Frame:Operable,Perf.Specs.:Product ID 486 --- --- 0.300 0.450 NA,SHGC 0.40,VT 0.70,[Bldg.Use 1 -Multi-Story Facility](b) (a) Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b) Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. (c) Slab-On-Grade proposed and budget U-factors shown in table are F-factors. Project Title: Harbor Chase of Evergreen Walk Report date: 06/18/19 Data filename: P:\190142-01\Project Management\Code\190142-01_Evergreen Walk COMcheck.cck Page 3 of 11 ;Envelope PASSES: i .. Envelope Compliance Statement Compliance Statement: The proposed envelope desi represented n document Is consistent with the building plans, specifications,and other calculations submitted wi this permit a catio .The roposed envelope systems have been designed to meet the 2015 IECC requirements in Mcheck Ve n 4.1.1 omply with any applicable mandatory requirements listed In the Inspection Checklist. Name-Title Si Date Project Title: Harbor Chase of Evergreen Walk Report date: 06/18/19 Data filename: P:\190142-01\Project Management\Code\190142-01 Evergreen Walk_COMcheck.cck Page 4 of 11 COMcheck Software Version 4.1.1.0 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is'being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plan Review Complies? Comments/Assumptions & Re .ID 7 71 C103.2 Plans and/or specifications provide all ❑Complies Requirement will be met. [PR1]1 information with which compliance ❑Does Not can be determined for the building Location on plans/spec:See Plans and Specifications envelope and document where ❑Not Observable exceptions to the standard are ❑Not Applicable claimed. C402.4.1 .The vertical fenestration area <= 30 ❑Complies Requirement will be met. [PR10]1 percent of the gross above-grade wall ❑Does Not area. ❑Not Observable Location on plans/spec: Sheets A400-A403 Exterior Elevations ❑Not Applicable C402.4.1 .The skylight area <=3 percent of the ❑Complies Requirement will be met. [PR11]1 gross roof area. ❑Does Not ❑Not Observable Location on plans/spec:Sheet A220 Roof Plan ❑Not Applicable C402.4.2 In enclosed spaces> 2,500 ft2 ❑Complies Exception: Requirement does not apply. [PR14]1 directly under a roof with ceiling ❑Does Not heights >15 ft. and used as an office, lobby, atrium, concourse,corridor, ❑Not Observable storage, gymnasium/exercise center, ❑Not Applicable convention center,automotive service, manufacturing,non- refrigerated warehouse, retail store, distribution/sorting area, transportation,or workshop,the following requirements apply: (a)the daylight zone under skylights is>= half the floor area; (b)the skylight area to daylight zone is>=3 percent with a skylight VT>= 0.40;or a minimum skylight effective aperture >= 1 percent. C402.4.2. Skylights in office,storage, ❑Complies Exception: Requirement does not apply. 2 automotive service, manufacturing, ❑Does Not [PR15]1 non-refrigerated warehouse, retail store, and distribution/sorting area ❑Not Observable have a measured haze value> 90 ❑Not Applicable percent unless designed to exclude direct sunlight. C406 Plans,specifications,and/or ❑Complies Requirement will be met. [PR9]1 calculations provide all information ❑Does Not with which compliance can be ❑Not Observable Location on plans/spec: Project Manual for metarial determined for the additional energy specifications. Drawings for specific thicknesses efficiency package options. ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Harbor Chase of Evergreen Walk Report date: 06/18/19 Data filename: P:\190142-01\Project Management\Code\190142-01_Evergreen Walk COMcheck.cck Page 5 of 11 Section i I # Footing!Foundation Inspection I Complies? _ Comments/Assumptions '� ,�� - 4. & Req.ID C303.2 Below-grade wall insulation installed ❑Complies Requirement will be met. [FO2]2 per manufacturer's instructions. ❑Does Not ❑Not Observable Location on plans/spec: Sheets A500-A504 Wall Setions, A600-A601 Exterior Details,Section 07 21 00 Thermal ❑Not Applicable Insulation C303.2 Slab edge insulation installed per ❑Complies Requirement will be met. [FO4]2 manufacturer's instructions. ❑Does Not ❑Not Observable Location on plans/spec: Sheet A600 Exterior Details ❑Not Applicable C303.2.1 Exterior insulation protected against ❑Complies Requirement will be met. [FO6]1 damage, sunlight, moisture, wind, ❑Does Not landscaping and equipment maintenance activities. ❑Not Observable ❑Not Applicable C402.1.4 Below-grade wall insulation R-value. ❑Complies See the Envelope Assemblies table for values. [FO1]2 ❑Does Not ❑Not Observable ❑Not Applicable C402.2.5 Slab edge insulation R-value. ❑Complies See the Envelope Assemblies table for values. [FO3]2 ❑Does Not ❑Not Observable ❑Not Applicable C402.2.6 Radiant heating systems panels ❑Complies Requirement will be met. [17O12]3 insulated to >=R-3.5 on face opposite ❑Does Not space being heated. ❑Not Observable Location on plans/spec: Section 23 82 09 Electric Heat ❑Not Applicable Equipment See the Envelope Assemblies table for values. Additional Comments/Assumptions: 1 High Impact(Tier 1) -�G,2;]Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Harbor Chase of Evergreen Walk Report date: 06/18/19 Data filename: P:\190142-01\Project Management\Code\190142-01_Evergreen Walk_COMcheck.cck Page 6 of 11 Section # Framing/Rough-In Inspection Complies? Comments/Assumptions & Re .ID I - 77 C303.1.3 Fenestration products rated in ❑Complies Requirement will be met. [FR12]2 accordance with NFRC. ❑Does Not ❑Not Observable Location on plans/spec:Sections 08 11 13 Hollow Metal Doors and Frames,08 41 13 Alum Framed Entrances and ❑Not Applicable Storefronts, 08 42 30 Sliding Automatic Entrance Doors, 08 53 13 Vinyl Windows and Patio Doors,08 80 00 Glazing C303.1.3 Fenestration products are certified as ❑Complies Requirement will be met. [FR13]1 to performance labels or certificates ❑Does Not provided. Location on plans/spec: Sections 08 11 13 Hollow Metal ❑Not Observable Doors and Frames, 08 41 13 Alum Framed Entrances and ❑Not Applicable 'Storefronts, 08 42 30 Sliding Automatic Entrance Doors,08 53 13 Vinyl Windows and Patio Doors,08 80 00 Glazing C402.4.3 Vertical fenestration SHGC value. ❑Complies See the Envelope Assemblies table for values. [FR10]1 ❑Does Not ❑Not Observable ❑Not Applicable C402.4.3 Skylight SHGC value. ❑Complies See the Envelope Assemblies table for values. [FRll]1 ❑Does Not ❑Not Observable ❑Not Applicable C402.4.3, Vertical fenestration U-Factor. ❑Complies See the Envelope Assemblies table for values. C402.4.3. ❑Does Not 4 [FR8]1 ❑Not Observable ❑Not Applicable C402.4.3. Skylight fenestration U-Factor. ❑Complies See the Envelope Assemblies table for values. 4 ❑Does Not [FR9]1 ❑Not Observable ❑Not Applicable C402.4.4 U-factor of opaque doors associated ❑Complies See the Envelope Assemblies table for values. [FR14]2 with the building thermal envelope ❑Does Not meets requirements. ❑Not Observable ❑Not Applicable C402.5.1. The building envelope contains a ❑Complies Requirement will be met. 2.1 continuous air barrier that is sealed in ❑Does Not [FR19]1 an approved manner and material ❑Not Observable Location on plans/spec: Sheets A501-A504 Wall Sections, permeability<= 0.004 dfm/ft2.Air Section 07 27 25 Air and Vapor Barrier barrier penetrations are sealed in an ❑Not Applicable approved manner. C402.5.2, Factory-built fenestration and doors ❑Complies Requirement will be met. C402.5.4 are labeled as meeting air leakage ❑Does Not [FR18]3 requirements. ❑Not Observable ❑Not Applicable C402.5.7 Vestibules are installed on all building ❑Complies Requirement will be met. [FR17]3 entrances. Doors have self-closing ❑Does Not devices. Location on plans/spec: Sheet A203,A204,A892, Section 08 ❑Not Observable❑Not Applicable 7100 Door Hardware Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Harbor Chase of Evergreen Walk Report date: 06/18/19 Data filename: P:\190142-01\Project Management\Code\190142-01_Evergreen Walk COMcheck.cck Page 7 of 11 Section # Mechanical Rough-In Inspection Complies? Comments/Assumptions & Re .ID C402.5.5, Stair and elevator shaft vents have ❑Complies Requirement will be met. C403.2.4. motorized dampers that automatically ❑Does Not 3 close. Location on plans/spec: Refer to Mechanical [ME3]3 ❑Not Observable ❑Not Applicable C402.5.5, Outdoor air and exhaust systems have ❑Complies Requirement will be met. C403.2.4. motorized dampers that automatically ❑Does Not 3 shut when not in use and meet Location on plans/spec:Section 23 33 00 Ductwork [ME58]3 maximum leakage rates.Check ❑Not Observable'Accessories gravity dampers where allowed. ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Harbor Chase of Evergreen Walk Report date: 06/18/19 Data filename: P:\190142-01\Project Management\Code\190142-01_Evergreen Walk COMcheck.cck Page 8 of 11 Section # Insulation Inspection Complies?_ Comments/Assumptions & Re .ID C303.1 Roof insulation installed per ❑Complies Requirement will be met. [IN3]1 manufacturer's instructions. Blown or ❑ Does Not poured loose-fill insulation is installed []Not Observable Location on plans/spec:Section 07 2100 Thermal Insulation ,only where the roof slope is<=3 in ❑ 12, Not Applicable C303.1 Building envelope insulation is labeled ❑Complies Requirement will be met. [IN10]2 'with R-value or insulation certificate ❑Does Not providing R-value and other relevant []Notdata. Not Observable []Not Applicable C303.2 Above-grade wall insulation installed ❑Complies Requirement will be met. [IN7]1 per manufacturer's instructions. ❑Does Not ❑Not Observable Location on plans/spec: Sheets A500-A504 Wall Sections, Section 07 2100 Thermal Insulation []Not Applicable C303.2.1 Exterior insulation is protected from ❑Complies Requirement will be met. [IN14]2 damage with a protective material. ❑Does Not .Verification for exposed foundation ❑Not Observable Location on plans/spec: Sheets A500-A504 Wall Sections insulation may need to occur during Foundation Inspection. ❑Not Applicable C402.2.1 'Skylight curbs are insulated to the ❑Complies Requirement will be met. [IN4]3 level of roofs with insulation above ❑Does Not deck or R-5. ❑Not Observable Location on plans/spec:Sheets A600-A601 Exterior Details ❑Not Applicable C402.2.1 Insulation intended to meet the roof ❑Complies Requirement will be met. [IN17]3 insulation requirements cannot be ❑Does Not installed on top of a suspended ❑Not Observable Location on plans/spec: Sheets A500-A504 Wall Sections ceiling. Mark this requirement compliant if insulation is installed [Not Applicable accordingly. C402.2.3 Above-grade wall insulation R-value. ❑Complies See the Envelope Assemblies table for values. [IN6]1 ❑Does Not ❑Not Observable []Not Applicable C402.2.5 Floor insulation R-value. ❑Complies See the Envelope Assemblies table for values. [INS]2 ❑Does Not ❑Not Observable ❑Not Applicable C402.2.6 Radiant panels and associated ❑Complies Requirement will be met. [IN18]3 components,designed for heat ❑Does Not transfer from the panel surfaces to the ❑Not Observable Location on plans/spec: Section 23 82 09 Elect Heat occupants or indoor space are Equipment insulated with a minimum of R-3.5. ❑Not Applicable C402.2.2 Roof R-value. For some ceiling ❑Complies See the Envelope Assemblies table for values. [IN2]1 systems,verification may need to ❑Does Not occur during Framing Inspection. ❑Not Observable ❑Not Applicable C402.5.1. All sources of air leakage in the ❑Complies Requirement will be met. 1 building thermal envelope are sealed, ❑Does Not [IN1]1 caulked,gasketed,weather stripped Location on plans/spec:A600,A601 Exterior Details,Section or wrapped with moisture vapor- ❑Not Observable 0727 25 Air and Vapor Barrier,07 92 00 Joint Sealants. permeable wrapping material to ❑Not Applicable minimize air leakage. Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Harbor Chase of Evergreen Walk Report date: 06/18/19 Data filename: P:\190142-01\Project Management\Code\190142-01 Evergreen Walk_COMcheck.cck Page 9 of 11 Section # Final Inspection Com lies? Comments/Assumptions P & Req .ID C402.5.3 Where open combustion air ducts ❑Complies Exception: Direct vent appliances with both intake and [FI51]3 provide combustion air to open ❑Does Not exhaust pipes installed continuous to the outside. combustion fuel burning appliances, the appliances and combustion air ❑Not Observable opening are located outside the ❑Not Applicable ,building thermal envelope or enclosed in a room, isolated from inside the thermal envelope.Such rooms'are sealed and insulated. C402.5.6 Weatherseals installed on all loading ❑Complies Exception: Requirement does not apply, [FI37]1 dock cargo doors. ❑Does Not ❑Not Observable ❑Not Applicable C402.5.8 Recessed luminaires in thermal ❑Complies Requirement will be met. [FI26]3 envelope to limit infiltration and be IC ❑Does Not rated and labeled. Seal between ❑Not Observable Location on plans/spec: Section 26 50 00 Luminaires interior finish and luminaire housing. ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Harbor Chase of Evergreen Walk Report date: 06/18/19 Data filename: P:\190142-01\Project Management\Code\190142-01 Evergreen Walk COMcheck.cck Page 10 of 11 Project Title: Harbor Chase of Evergreen Walk Report date: 06/18/19 Data filename: P:\190142-01\Project Management\Code\190142-01 Evergreen Walk COMcheck.cck Page 11 of 11 '+ 4 J rY%��•adz\' • 1 S C goc+rrt o Soutfi �lNind oz f ' 1540 Sullivan Avenue South Windsor, CT 06074 '�OSOY.CO, i 3 I �• 1PLON)ED V10c t, S t r� Z UNIT 15 N/F �� PROJEC T \ EHCN/EVERGREEN IMAGING do N L OCA TION TS O tz�P° oQ \ o� Y� BUCKLAND 5674516E s IX SIVA - _ Y LLI WITH BENCH TYPICAL N7070 50"W CLCB I _ A ` ( 48.34' TOP/ FRAME=123.52 90 8Q9INv sw=2o04 24"RCP FLARED END INV NW=119.20 J4, 9' �� INVERT=126..52 --- c TOP FRAME=121.91 INV NE=118.72 o x 262s -- - _ '' / \� ? LOCATION MAP INV N=119.00 _ l �I INV SE=118 72 r"r� �/ O / X 2z - - P NTS I STORM HOLE CATCH BASIN / /( / T o / O - - - - TOP IJ9.56 TOP FRAME=117.03 DRAIN MAN GARDEN A �F1 T / / TOP FRAME=129.44 ' / /ti �\ 1 !� tiR 723 6 i2T Y, INV E=127.22 r 130 C- _ r. 1 125 ti /NV 5=12513 15 RAIN GAR air _ \ LEGEND DE ® ) __12 - o I BTM WALL 118.6' // �o o STIOINE I a II F/Vr DRAINAGE EASEMENT I TOP CURB 117.9' /'g o/ i I I I W I ,`ti / / / _ IIJJ II I I 1�I� 0 132- �ti I PROPERTY LINE STORM MH q WOOD FOOT BRIDGE u LJ O ,� TTOPFRAME=2316 / ry I I I I EASEMENT LINE UNIT 1 1 INV SW=11743 , , , _ I GLGB �,' . B/TT�M/NOUS II�AVEMENT y I I INV NE=118.58 _ N I O k I TOP FRAME=130.19 INV E=117 43 / / N ` I I INV 5=127.94 CURB N/F I I w _ X 132.37 INV W== N INV E=128.34 8.34 A A h O CONCRETE BLOCK WETLANDS EVERGREEN WALK LLC (ECHN) CATCH BASIN -_ O RETAINING WALL'; ' STONE i I TOP FRAME=117.12 X2 -= i -" O - - - II II I 4=2 J4 23» R=48O EXIS77NG CONTOURCATCH BASIN ONc.S/DEWAL ' TOP FRAME=121.75 CONC L=215.63' INV SW=116.02 CB INV NE=116.65 CORK { / TOP FRAME=129.64 133 I i I I CMON 00 INDEX CONTOUR INV E=11 7.10 �/ r `�'' \ �\ unL �' - /t30 _-- INV N&W=124.77 _ II r I I _ INV E=125.11 VINYL FENCE >33 '' RAIN iIRR I N I GUIDE RAIL CLCB I p. _ -134- - - l V S=124.87 IIGARLJENI , �I TOP FRAME=123.08IRRHHOa 134 - INV W&SE=118.35 y� - r, • 1� O �c \ i�; INV E=119.11 I �� I�R X 134.50I_� III TREELINE CONC. W X 133.61 I I TOP CURB 118.7' / Gp�G O \{1 CONC. X 134.40 X 134.37 II.1�y I I X 122.33 \\ RAIN I Ci \ 1 III o 0 0 0 0 0 0 BTM WALL 119.0' _11 / ®'' - GARDEN I I I ° X 1 .sa o ` ` CHAIN LINK FENCE \ X 21.34 k X 134.55 RIGHT TO SLOPE FOR SUPPORT 134.78 �__ ,� ,� o OF HIGHWA Y IN FA VOR OF THE ❑ ❑ ❑ ❑ ❑ ❑ ❑ VINYL STOCKADE FENCE ' I I TOWN OF SOUTH W/NDSOR EASEMENT F VOL.1660 PG. 327 CLCB � % O � l I W ti / p - 1ti�,�ry TOP FRAME=133.65 WA TER MAIN BTU WALL 119.0' I X 123.1 INV S&E=130.07 CLCB 134 \ INV W=125.06 TOP FRAME=134.45 b� �� p CLCB unL X 123.86 \ IN ' ` TOP FRAME=132.77 TOP CURB 118.1' `b ti INVE&W=132.27 I �� ° G UNDERGROUND GAS / I �• INV S=132.31 �j \ �, INV W=128..INV N= 72 \ CONCRETE SEAT WALL INV N=128.60 STONE V LI \ / INV E=129.47 CB Two STORY e II i I '. E UNDERGROUND ELECTRIC W TOP FRAME=123.10 I I BUILDING m I I I 01 CATCH BASIN r TOP FRAME=143.28 / I INV=119 50 e - ® ------------ STORM DRAINAGE PIPE CATCH BASIN [� CONCRETE BLOCK � � � I W TOP FRAME=116.72 / IRRHHI II RETAINING WALL II CONCRETE =O W 1 I I I I I SANITARY SEWER PIPE CATi e N I U Q / BA SIN 70P FRAME PUT77NG GREEN 121.66 / X 122 I I Yr3 I I W FIRE PIT V RAIN I I I INV SW=114.73 / II m o GARDE, I�II QD STORM MANHOLE -v- SIGN Q INV NE=115.16 , Ci x 135.09 C CONCRETE BLOCK / 11, x 134. SANITARY MANHOLE wG RETAINING WALL THREE STORY +� a 123.4 I I x 134.90• o WATER VALVE TOP CURB 117.8' P�� BUILDING 155 � ff �y`' _� CATCH BASIN AMBER GUIDE RAIL {�ti �� II i ® X 13.8 CONCRETE O `l7C �, (� '1 � FIRE HYDRANT O � PAVERS lam' CB X I34.81 - ® FLA T TOP CA TCHSA SIN _ �( 1 O O EXIS77NG IRON PIPE CONCRETE CURB OUnLHH TOP FRAME=123.70 X 134.93 J �� cn TOP CURB 117..9' x 1��//� p K /NV=119.98 A- - ---------- CLCB I 1 g BTU WALL 118.5' INV W-130.35 4 72 O r z U �� ry CLCB 135.d�5' G O�H X 134.43 �i �_ DOUBLE CATCHBAS/N TOP FRAME=123.19 �A 1 ' �j 0 EXIS77NG MONUMENT .� ��t23" �� INV N&E=119.61 I { � FLARED END INV N=130.52 E DOUR E CA TCH BASIN TYPE 2 Q�' ,ryk-n// X 123..93 INV 5=120.10 CLCB I _ _ ` m' IRON PIPE TO BE SET TOP FRAME=116.85 1Z �[ TOP FRAME=134.83 .caINV(E)=113.33 ' a IN N=110.66 ry'" CB UNIT 16 INV E&w=12s.s2 LIGHT POLE O - BIKE RACKS h`, �y ® BOLLARD ?, 124_- INV=119.61 IN S=131.76 FF=135.0 7 i FLAG POLE TYP. i � �j TOP FRAME=134.38 INV N-131.58 � i � � q �N INV(W)=110.55 ;' BUILDING � � , 1 CLCB N F CANOPY 0 �� TOP FRAME=123.53 � �IP ?4�hDoF / I�`.. IN EVERGREEN WALK LLC i , L. !IRRHf Q Ag5 r VOL. 2669 PG. 9 - -- CONCRE O ��O STORM MH \/ AAREA = 5.788 A CRES LH / // PA VERSTE l UT7LHH N - TOP FRAME=124.99 i O CB O -- INV SE=118.72 , 12jM�GE TOP FRAME=123 92 �- bra n r INV=120.66 CB = r INV NW&NE=i14.39 Z oN TOP FRAME=134.90 CLCB CB ) l I �c OUIILHI CONCRETE BLOCK INV=130.79 TOP FRAME=134.70 I I;I I I III / UNDERGROUND U77LITY N07T N (n I - TOP FRAME=126.07 ;J 1ry� l i l o i ? RETAINING WALL > II INV N=131.25 �s -.�� X 1 95 IN S=128.70 O INV NE&SE=119.19'i. 1ti� J �� \� v CONCRETE J '/ r I I I IQ a=431;32" THE UNDERGROUND UnLInES DEP/C1FD HEREON ARE BASED ON FIELD LOCA170N OF VISIBLE p - - - INV E 119.;4 / /�� ?� / ,, /R�,yH ,'� I + FEATURES MAPS AND PLANS OF RECORD U77LITY MAPPING OR 07NER SOURCES OF INFORMA770N. N - _ � �l GENERATOR p PAVERS X = i I g I I � R=3841.45 + + CB \ I I II I { THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND U77Ll17ES SHOWN COMPRISE ALL - - - - �ry6 II h I I I j L=303.43 f cr TOP FRAME=134.09 K w m I r I I I SUCH U77L117ES /N THE AREA, EITHER /N SERVICE OR ABANDONED. 1NE SURVEYOR FURTHER DOES I o INV N&NE=129.44 r m t� ` 1 JJ II I' I I I ' NOT WARRANT THAT THE UNDERGROUND U77L/17ES SHOWN ARE /N THE EXACT LOCA170N INDICATED 3� - l ? ( INV 5=127.54 I ' TOPUBFRAMET145.155/N TYPE 1 ALTHOUGH HE DOES DECLARE THAT THEY ARE DEPICTED AS ACCURATELY AS POSSIBLE FROM U 129 \ ✓✓ / I 13.79 --135 II �\ I rCLCB I \\ _ INFORMA 77ON A VA/LABLE. 7HE SURVEYOR HAS NOT PHYSICALL Y LOCA 7ED THE UNDERGROUND TOP FRAME-133.44 ch \_ 3p ip O GREASE I J \ IINV NW&SW 1 U7TLl71ES. �S TRAP O e I INV N=l Ja4929.Z6 o � ' - - - - _ �?� t32 I o II � � II o � i/ �I I{ ' ' SANITARY SEWER EASEMENT a CLCB `� �� III II I VOL. 1336 PG. 287 g C� untHH unLHH X 134.71 ®® TOP FRAME=134.30 RRHH N �- - - - J f \ t rYn[HH II X 134.66 unLHH II INV=127.90 O hI ® X134.31 CB _ / I r N - - G, �� I II TOP FRAME-132.7Z/ I I� I I SLOPE LIMITS N62 07 42"W ® U77LHH /NV=127.44/�/ I 1 VOL. 1336 PG. 287 UNIT 12 - 58 0J`' �� 7�f I,qN.PAD FOUNTAIN W Q un HH ® ll, p COURTYARD � I I I f U- ' UnWH CONGSIOEWALK r \� C I _ O U77LHH a) N/F WA TER MAIN EASEMENT A & B +� >s� w ® ° I O 1 �� I I I SURVEY N07ES. EVERGREEN WALK LLC _ i k ' �� I III o 12 RIGHT OF WA Y O /N FA VOR OF - - coNc.siDEWALK , '� X 133.64 f X 134.25 J THE CONNEC77CUT WA TER CO. o o D= _ I tg3 I I � ��l/ �,i /I i VOL. 37 PG. 323 1. THIS MAP HAS BEEN PREPARED PURSUANT TO 7HE REGULA]TONS OF CONNEC77CUT STA 1F' w - -___-_ _-n AGENCIES SE077ONS 20-300b-1 THROUGH 20-300b-20 AND THE 'STANDARDS FOR SURVEYS AND VOL. 2484 PG. 101 e -1 -`=`� II �,° / O I MAPS /N THE STA7E OF CONNEC77CUT" AS PREPARED AND ADOPTED BY THE CONNEC77CUT _ S X 132.32 II BITUMINOUS PAVEMENT '` � r o /� ,r / X 13351 ASSOC/A77ON OF LAND SURVEYORS, INC. ON AUGUST 29, 2019. ��11A I _ '�' I i N7159'35"W J --- - 1P 13�_ _- `1 II '�R� i 1.83' 7HE SURVEY WAS PERFORMED AS A LIM17ED PROPERTY BOUNDARY SURVEY. 7HE TYPE OF SURVEY I GAS D157RIBU77ON EASEMENT IN FAVOR OF - 1'---- 1 _ `- , CMON IS AN IMPROVEMENT LOCA77ON - RECORD SURVEY. YANKEE GAS SERVICES COMPANY __ _--- �� 3 VOL.1997 PG. 84 N6 22 20 W �� _ -1 �� ,kry I i RIGHT TO SLOPE FOR SUPPORT OF 7HE SURVEY/S INTENDED TO DEPICT THE POS177ON OF 771E SITE IMPROVEMENTS' AS NOTED ON SAN. MANHOLE J J,55' �/ I H/GHWA Y/N FA VOR OF THE TOWN THIS SURVEY IN RELA 77ON TO 7HE PROPERTY BOUNDARY.r TMANH LE QG TOP WALL -- -136- - \\/ , O INV N&E=126.34 `` $ 1381' - i 15 OF SOUTH W/NDSOR EASEMENT E U SAN. MANHOLE 430. N INV SW=126.27 3 STORM MH TF=132.98 31' YARD 78ACk r' THE BOUNDARY DETERMINATION CA7FGORY IS DEPICTED BASED ON A RESURVEY. N60' » CONCRETE BLOCK VOL.1660 PG. 314 � S ; TOP FRAME=134.64 /NV=127.54 � � ¢��1 W RETAINING WALL / I SAN. MANHOLE - ;WG INV NW&E=124.28 TOP WALL TOP WALL 7F=133.79 TOP CURB INV N=127.13 STORM MH TOP CURB 138.8' -- --- 141.5' % I �" Q 4=04326" THIS PLAN CONFORMS TO HORIZONTAL ACCURACY CLASS A-2, AND A VER77CAL ACCURACY V-2. V) INV(NE)=125.80 R ¢ 3, 137.6' TOP FRAME=132.61 �jj INV(NW)=125.94 138.1' TOP CURB S 1-21 R=4207.73co xV 1 \IT 10 INV W&SE=124.88 138.3' CB //NV(S)=125.74 INV N=125.76 TOP FRAME=132.55 � OCB INV N=126. (I ,5 TOP FRAME=131.60 INV Nw=126.85 TOP CURB � W N/F INV NW=125.06 141 4' IRON O W INV SE=125.57 LA FITNESS ROD 0 Q CRS J N 7 cn SCALE: PROJ. No.:2000481.S61 00 SEAL SEAL TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HORZ.: 1"=40' IMPROVEMENT LOCATION SURVEY DATE:03/11/2021 CDHEREON. THIS MAP SHOULD NOT BE CONSIQ,E_FFD AN ORIGINAL SIGNED AND LF FUSS &O'NEILL x�coRD o SEALED SURVEY UNLESS /T BEARS THE EU805SED,,SEAL OR TTIE D/G/TALL Y VERT.: N ENCRYPTED ELEC7RONlC S/GNA TUBE �l .SEA[ 0 y 17�, AND SURVEYOR BELOW. DATUM: 146 HARTFORD ROAD t Y 1 HORZ.: NAD 83 HARBOR CHASE o " I VERT.: NGVD 29 3 4/20/2021 TITLE BLOCK, REMOVE HYDRANT AT BUCKLAND ROAD NIANCHESTER,CONNECTICUT 06040 EVERGREEN WALK LLC UNIT 16 VR-01 SEWER CONNECTION TO BUILDING, WATER LINE CONNECTION NORTH SIDE it::4z 2 4/12/2021 a 40 20 0 40 860.646.2469 W HYD, EXISTING TREES ON BUCKLAND RD., EXTENDED CONTOURS <H ENSk. p co s + www.fandoxom 1000 EVERGREEN WAY d > 1 4/2/2021 NEW SIDEWALK NORTH FACE OF BUILDING & RAIN GARDEN DATA l`�Up SLtR`��`� MICHAEL L EARLEY PE LS • , ,� LICENSE # 70224 GRAPHIC SCALE No. DATE DESCRIPTION DESIGNER REVIEWER ' SOUTH WINDSOR, CONNECTICUT a 1 / LL. ff ri f TC 131.9 r 120.0 UNIT 12 EX.BC 131.4 /� / f W 119.0 \ TW 2 .0 DI L OFFIC FLUSH CURB. 132.0 �, �� ` \ \\ ` BW 118.8 ••--- `-__.�M1_. _�___-�' FLUSH CURB. 132,3 j3d � ` �jN�`,�. ?v\-.�. T Tyy 1 j9.� � // �`B -DINGS C F - p ve FM �- - EX. 132 r �� , �. ---- -- TC CO C EX. 10 9 33. Ld o o- -_ LL v ' ------.....- `\ X.BC 135.77 t /3 � ' r`�2� N .�, �`\\ �' •.� \`� `:� � � 1 .� ' l rn ` \ . TC 22 8 1 122'9 TYJ�123. O �� / < 6 �j �� - o - =r� \ 22. \\ 3b5\� \,�\ `� W 1 cowc, wALk li � .;!- _.._ � �:. ��FLl7SF-�)\ •��• - ,; ... � �\ �� ' \, � t 135.1 / 124 \ • 12 .5 .. �\ �• `` \ .. / / ewvc. TC 134.3 �, M � / I o ry�b � .� -�. ..-. pAo 3.0 \ / B C 133.8 134 w _ '� "� .\ _`�. \\\= TW 123.0 ^ ` �t I ,�,� 1 °' •; 123X �`' W 118.7 \ / TC 134.7 _ 1 1 ' j N ;.i: 123.9 ' \ \� ```\ BC 134.2 r _ 123.7 23 � \ \""'•\ C 124.4 TW 137.9 I ' 13 ` .w 1_Z3.9 ` \\ B 2`9 �`•` / BW 134.9 \ _ 12 BW 134.0-` ? ,� 134.9 \ \ 124.0 ` \ �\123.25 (FLUSH) \ TC 123, `\ ,' \ \ \ _ " TW 12 .0 _ 1 TC 134,7 I \ \ BC 123.1 134.0 \ `\ `� ' ' ^~ BW 1241Q \3STORY ` ��^� N' � I \ \ '\ � TOP/BRIDGE 125.9 "= - =.. TC 134,0 \ \ PROPOSED BUILDING .: \ �(7 _ I ` �123.7 \ �L` `= \ \\ \ ` G DE UNDER BRIDGE 123.5 132,8 f ` I` B. 133.5 I \ F.F.=1�2 \ \ / ,7 "' - 132.95 I ( G ~�,- I \ '.(,LOWER LEVEL ,?9 \ N --. r - -- l- 132.5 ! \ \ \ \ \ \ \ ?1 12 \ \ N / , Q cf 133.7 \I - �\ \ ` 1 3 _ - �tx \ Q \ 1 119 O / / c� p w ' `' �'y 1 / p TW 137.4 FL SH �\ \ - °"s N` �ry 125.0 '¢ ~ N`�. \\ 1? / / z z r � BW 133.1 _ .. .. v' \ \ I \ \ sv .� \ \ " �� 122 , � o v UNIT 10 z _ \ \ _ / • -. '• .� \ N 123.5 -�•�--- 125K50 .� � �� / / N N ':. LA FITNESS � `"""..._----� TC 133.0�� y�,��t-�•' � 33.30, c '-- _._. _' 134 9 �---=�� .`#. ��... . . �.. . �.` ..- . ... ' \ 122 123 `��o ��`` N 2°c `� ``� _ i/ O w O w Q _ BC 132.5 \ . �:'. . ,: . . 124 e �ti 126. �`' ,� / 2 > 2 rn 1, / / -Z71 I `= * . 1 US4 SH \ --w��8 ° � 123.5 \ 126 \` (FLUSH) \ N ` 1 ' ; \ ` W C� BW 12 :. i - \ \ 125.5 /122.8 BC 132 r' ` ��TC 132.7 U Q o .2 - - ' TW 137.8 =_ 2S N i - -, BW 133.5 `` \ \ \ \\134.7 \ j�'�, T j \ TC 133.E I 134.8 T'W 134.8 1�Yt� 125.3 133.0 TC• 126.90 1\ / / ,� f/ BC 133.1 134.4 \ B1N 129.6 BW`]23.6 T1W l34.8 \ `�� c� BC 126.40 �Il� FC132.9_ - t-�- -- 34.6 ... \ -. a ., BW f29.6 - / o Vv` 138.0 �^�D ,.M BC 1.32.4 134 7\ , "' \ 26.50 a, / �' / \. \ -1 N / �2 -1 134.3 ^ I r -' I 13 \ \ \ 4 ` TW 133.6 ; \ r �/ / , -....... 7,� i�� I I •134.9 �h35`.0 \ �� - N", 135. \ \ BW\,131.9 is ------_, -=- " - \j 134.75 134.9 \ I LAND AP/NG '�"'-- c- cp �' 1 ,-+ o ; I 134.6 134.7 \ ti 1 jc' \ / i O 1 / t \ O O + TC 133.8 134.7 135.0 134.6 ,1 / . �--•.-.._. � 1�3 BC ,133.3 � \ "'`� o � ` \ -� �_ - .� ` BW 131�`7 •� \,� ,� � � �/ r� U BW 137.0 _ - - I\ \ \ \ 18 aR*134.9 \ 4.6 TW 131.8` TC 129.5 \ i \ IN, N\ l /� H V. I �- 134.E 135.0 - \ \ BW 130.1 `BC 129.0 �n ` / \ / , . / / �+J O c, u �, ,� - - r_� -�- - 1 135.0 _`r 134.8 -p, _ �� 134. `. [ ' 1 !r r^ " �6 N -_ + - I 'N' - 134.8 \ \ ,� TC 129.E ` / v J p" �� "' - `.. 134.8 134.9 134.9 \ \ ... - TC 133.E 133.5 i ---- \ 135.0 134.6 - 1 `. \ 134.2 134. ` 77�\Bc" 129.1 BC 133.1 -` --- 134.8 \ / , o _-� r-- t134.5 ` 1 ��-�- o j 2-STORY135:0 - u� j \ b TC 133.8 �- Q j \ BC 133.3 _ __}-�__IV BOtLDING \ i 134,,7 \ r �� 130.7 D m �== 133.2 _ 134.9 F.F.='T 1 134.� `� 134.4 133.8 �`i>_(FIRST FLOOR-) O _i_ \ ` 134,3 CL ___ r-____ _ _ BC 133.35 134.6 \134.4\ -1 133$ .• / / / 1 "' ----- �v' - it 1 33.45 _ 134.9 \ oil- \ - 33.9 _ + TW 139.2 `_` - - \ LUSH 134.7 \` r { I-? �-- \ - 134.1 L BW 133.3 133.5 135.0 -\ \ \ \ i 1 o •--_ c� + \ _ 135.0 134.95 134.8 \ 134.2 = < N U 133.7 \ \\ \ 134.7 �.! + \ FLU S \ �\ M ''" - \ 133.E TC 134. " \ `� 134.5 c`' r - - TC 134.0 -_.._ _._ 134.2 I BC 134.0 ` \ , 134,9 TC 132.4 \ i L �-- , / \ / u: BC 133.5 �I TC 134.30 \\ im,0 \ �� TC 134.3 a BC 131.9 \\ 134.3 BC 133.85 \ \, \ BC 134.3 TC 134.3 -'- O TO 134.2 BC 133.8 , I 133.8 \ �" \ TC`134.75 \ 13 \ \ ' ` / // c BC 133.7 .. <a (FLUSH) 1 33 9 - \ \�� \ BC 134,2s 2 � -v2 � �1 E-' T 133.2 , \ \ 1349�134.2 (FLUSH) 32.7(FLUSH) �40 Z q,g i 33.9 `TC i34.6134 , H v 1 B3.3 ao 6 1 (FL� , . o 16 7 �� TC 134.4 _ \ �\ bE LOPABLENLIMIT /I/ r B 3 .3� C 133.9 ' TC 134.35 - ;� 33.7 . / -44 O BC 133.85 - .a. _ _ v 132.9 r' r`� TO BE REMOVED UPON -- TC 135.1 • '7 '� ��A \ �.� BC 133 90 \ TC�133.a` �'� �� f'rlr / " 'e a w EXISTING TREES �� 133.5 3.6 _ �o �� / J! / r� �✓ -- r ^ APPROVAL FROM THE TOWN--OF SOUTH '� TC 134.0 ��_ BC 134,6 (FLUSH)-- -�_ . \ \ \� \ -,BC 132.5 //f / / \ w �../ w Z 133.95\ -------- _ IDSOR. SEE NOTE #14 ON $HEFT �I-003. BC 133.5 sr TC 135.1 b--i TW 137.0 - 13.9 (FLusN) UNIT 15 BC 134.E \ _.. 'S � \ �. 13�:95 FLUSH L'AMCJ�C9P/NG' ``- BW 136.0 134,0 BC V2, �►- U j t 3. - 13g - 129.5 i ff / PROPERTY LINE/ _ � -••.. � 136 FLUS-, � � ' _ --=�� \ '• ^- \ �\ r 0 _ UNIT LINE \ / 134.9 3� `� �• 132 -- \ \. + �'' _.� \ \ 140 \33 13 / \ - // NOTE: �J r-+�-I > c4 OI Q + + _„� \ r 142 � ?� �g6 ` �` �36 \ \ ` `` YARD DRAINS TO HAVE REGULAR GRATES �i w O - PROTECT EXISTING A - ' 1 �{ /j UNLESS OTHERWISE NOTED ON THE PLAN. 0 O Q <° j ,.• .,. ... + + �-� - TREE TO REMAIN. 144 >>- \ _ ¢ 13$ ~ �` 1 ` ``',�� ` �� O ,G o �' , .. _ .. + \ y ` ` � ,, \ \ \ - �-- '_r 8J �Y PROTECT EXISTING TREE TO REMAIN. _L45.75 'AA �.- _ \ - I -,� -- -� .c-7- ------ cu .. -� --142 >> 1 gyp` - �` - ` - ^�C___----------------------------- O . --- -- 717, `------- ' EXIST/NG 42 DIA. PROJ. No.: 2000481.S60 �___� EXISTING 42 DIA. MUL Tl-STEM _._ c "�--------r- - DATE: 11/30/2018 'o --------___� SlL l/ER MAPLEBT-'TCKLAND COTTEA S TERN ONWOOD 0o EXISTING 18 DIA. RED MAPLE ROADIL EXISTING 60" DIA. MUL TI-STEM EXISTING 72'" DIA. C.9 SIL DER MAPLE MULTI-STEM SILVER MAPLE EXISTING TREE TO BE REMOVED UPON CG- 10 ,yv UTH APPROVAL HOWN WINDSOR, SOTE #14ON SHEET w -E cu IL 0 2L a 3 DO NOT CONSTRUCT A SWALE BEHIND THE WALL AS PART OF THE FINISHED WALL GENERAL NOTES: 1 . STRIP ALL VEGETATION, ORGANIC SOILS AND UNSUITABLE FILL SOILS FROM THE WALL AND GRID ALIGNMENT AREA, ADHERE CAP UNIT TO 2. BENCH CUT ALL EXCAVATED SLOPES. TOP BLOCK WITH 12" CONCRETE ADHESIVE 3. DO NOT OVER EXCAVATE UNLESS DIRECTED TO DO SO BY THE OWNER'S SITE REPRESENTATIVE IN ORDER TO REMOVE UNSUITABLE SOIL. . IF OVEREXCAVATING IN ORDER TO IMPROVE BEARING CAPACITY, THE EXCAVATION SHALL EXTEND AT 1 H:1V (FROM THE _._._ WALL BASE UNIT) IN FRONT OF THE WALL FACE AND AT LEAST AS FAR BEHIND THE WALL AS THE LONGEST GEOGRID LENGTH. IMPERVIOUS MATERIAL 4. THE OWNER'S SITE REPRESENTATIVE SHALL VERIFY FOUNDATION SOILS AS BEING COMPETENT FE PER THE DESIGN STANDARDS AND PARAMETERS. 18 ALIGNMENT PIN 12" " 2 PER UNIT GEOSYNTHETIC 5 MINIMUM 6'LEVELING ADEPTHLL AONOPTIOSIST OFIS �OPPLACE A THINTPADL (MAXD 3"STH C ) OFALEANVEL (CONC RE,TE, UNREINFO CED REINFORCEMENT �� TO USE AS A BASE LEVELING PAD. SEE SITE SPECIFIC ANCHOR DIAMOND PRO PS "� �' �' '� ' •' ' '' ' NOTE BELOW) ;., ,. .:•. I I I I MODULAR CONCRETE 6. MINIMUM EMBEDMENT OF WALL BELOW FINISH GRADE SHALL BE AS INDICATED ON THE WALL FACE DRAWING. ' ;� `: '• • ' 2;':.;•:. ;:: .. '.'"',' :. I I I I FACING UNITS SEPARATOR STONE ''`•'' '''''' APPROX. 7. FOLLOW APPLICABLE PROVISIONS OF THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND BLOCKS TO BE SET -••.'�::„•.: ...,.• •...:::,.:.'-•. �•..,.•,• .., : .•' � (SEE NOTE #8) EXCAVATION WRITTEN SPECIFICATIONS, ESPECIALLY WITH REGARDS TO LEVELING OF BLOCKS AND BASE. «:. s ,. w.:i;`.;;,.y •`.' '-.''".'�:'t* I I I I NEAR-VERTICAL (1 .7 deg. BATTER t) 8. SEPARATION STONE 12" THICK SHALL BE INSTALLED BEHIND THE WALL, THIS MATERIAL SHALL BE CLEAN (LESS THAN j "• �' \' 10% FINES), STONE WITH SIZES NOT TO EXCEED 3/4". FOR WALL SECTIONS TALLER THAN 18 FEET (TOTAL HEIGHT), (VOIDS IN BLOCKS TO THE LOWER 25% (APPROX.) OF WALL SHALL UTILIZE 18" OF STONE DEPTH BEHIND THE WALL. BE FILLED WITH ) TYPICAL UNIT 3/8„ - 3/4 STONE AT 9. WHERE PERFORATED HDPE DRAINS ARE USED, PROVIDE OUTLETS AT THE ENDS OF THE WALL AND/OR AT 40 INTERVALS. EACH COURSE PLACEMENT) I REINFORCED COMPACTED TO (ALTERNATE OUTLET METHODS MAY BE APPROVED BY THE DESIGN ENGINEER.) UNIT DIMENSIONS =-��L, 95% MODIFIED PROCTOR DENSITY 10. BACKFILL AND COMPACT THE FILL MATERIAL BEHIND THE WALL AS THE WALL IS INSTALLED. (NOT TO SCALE) (SEE SPECIFICATIONS, THIS SHEET) 11 . COMPACTION TESTS SHALL BE TAKEN AS THE WALL IS INSTALLED. THE MINIMUM NUMBER \� OF TESTS SHALL BE DETERMINED BY THE OWNER'S SITE REPRESENTATIVE. \ FABRIC-WRAPF'I=D, PERF. HDPE PIPE, MIN. 4"DIA., OUTLET AT END OF WALL AND/OR 12. COMPACTION SHALL BE TO 95% OF MAXIMUM MODIFIED PROCTOR OF THE FILL MATERIAL. GENERAL NOTES FOR CAPPING: OWN 40' INTERVALS, OR TIE TO CLOSED DRAINAGE SYSTEM 1. CAP PLACEMENT IS OPTIONAL PER THE CONTRACTOR. MIN. SLOPE, 1/8"/FT. 13. PULL GEOGRID TIGHT PRIOR TO BACKFILLING. 2. CAPS SHALL BE ADHERED TO WALL USING CONCRETE ADHESIVE, 14. PROVIDE LATERAL DRAINAGE SWALES TO DIRECT FLOWS AROUND THE ENDS OF THE WALL AND AWAY FROM THE WALL DURING 3. WHEN CUTTING CAP UNIT FOR WALL END, DO NOT USE A CAP SECTION LESS THAN 6" WIDE. CONSTRUCTION. DO NOT CONSTRUCT SWALE BEHIND WALLS AS PART OF FINISHED CONSTRUCTION, GRADE TO ALLOW WATER 4. CAPS MAY BE PLACED FLUSH OR WITH A 1/2" TO 3/4" OVERHANG ON TOP OF WALL. COMMON FILL TO FLOW OVER WALL FACE (OR TO A POINT MORE THAN 10 FEET BEYOND THE LONGEST GEOGRID LENGTH). 15. TURF, OR SOME ACCEPTABLE FORM OF SOIL EROSION PROTECTION, SHOULD BE ESTABLISHED AT THE TOP OF THE WALL (WHERE REQUIRED) BY THE LANDSCAPE CONTRACTOR AS SOON AS THE WALL LEVELING PAD, 3/4" CRUSHED STONE OR STRUCTURAL-GRADE SAND & GRAVEL, IS COMPLETED. 6" MIN, DEPTH, 24" MIN. WIDTH, REQUIRED SOIL BEARING CAPACii( BENEATH THE 16. FINAL WALL ALIGNMENT SHALL BE LOCATED IN THE FIELD BY THE OWNER'S SITE REPRESENTATIVE. BLOCK AND GRID AREA SHALL BE GREATER THAN OR EQUAL TO: 1400 psf (WALLS 1, 2 & 4) 17. SEE NOTE 5, SHEET 2 OF THIS SET FOR GUARDRAIL/FENCE POST INSTALLATION GUIDELINES. GRID OVERLAP AT CORNERS/CURVES.' AT OUTSIDE CORNERS/CURVES WHERE GRID WILL OVERLAP, 500 psf (WALLS 3 & 5) THE INSTALLER SHALL PLACE 2 -3 OF FILL MATERIAL BETWEEN THE LAYERS OF OVERLAPPING 18. WHERE CATCH BASINS ARE PLACED IN CLOSE PROXIMITY TO THE WALL, THE CONTRACTOR SHOULD GEOGRID. GRID-ON-GRID CONTACT ,SHALL 9E M/N/M/ZED. MAX. SIZE PARTICLES BETWEEN THE WALL PARTS SECTION - REINFORCED QONSIDER THE USE OF ECCENTRIC CONES IN ORDER TO MINIMIZE THE POSSIBLE IMPACT ON THE GEOGRID GRID SHALL 9,E 2'. (WALL PARTS DETAIL ONLY- SEE WALL FACE DRAWh GS LAYERS IN THE WALL. VI FOR GRID PLACEMENT ELEVATIONS AND LENGTL''S 19. RECOMMENDED COMPACTION EQUIPMENT WITHIN 15 FEET OF THE BACK OF THE WALL IS AS FOLLOWS: 0 - 4 FEET HAND TAMP OR VIBRATORY PLATE COMPACTOR 4 - 15 FEET NOTHING LARGER THAN TWO-DRUM, WALK-BEHIND VIBRATORY ROLLER MODULAR CONCRETE UNIT RETAINING WALL (LARGER ROLLERS CAN BE USED STATICALLY, PROVIDED LIFT SIZE DOES NOT COMPROMISE COMPACTION NOTE: WHERE THE RETAINING WALL PASSES OVER ANY UTILITY LINES, NOT TO SCALE ACHIEVEMENT OF NECESSARY COMPACTION RATES.) COMPACTION OF THE SOIL WITHIN THE UTILITY TRENCH IS CRITICAL IN ORDER TO A PREVENT SETTLEMENT OF THE_ WALL. COMPACTION OF ALL FILL MATERIAL IN 20. THESE WALLS HAVE BEEN DESIGNED WITH CONSIDERATION OF SEISMIC LOADINGIS, UTILITY TRENCHES WHICH PASS UNDER THIS RETAINING WALL MUST BE AT LEAST 95% OF THE MAXIMUM DENSITY OF THE FILL MATERIAL. SITE SPECIFIC NOTE: THE WALL HEIGHTS AT THIS SITE VARY IF CONDITIONS ARE DIFFERENT THAN THOSE STATED IN THESE DRAWINGS AND SPECIFICATIONS, THE AND ARE SHOWN ON THE WALL FACE DRAWINGS ON SHEETS 2 & 3. THE GEOGRID SHALL BE MIRAGRID PRODUCTS CONTRACTOR MUST CONTACT THE DESIGN ENGINEER PRIOR TO PROCEEDING WITH THE C NSTRUCTION AS DETAILED ON THE WALL FACE DETAIL DRAWINGS. OF THE WALL. ' THE CUT LENGTHS OF THE ; JGRID LAYERS, AND THE PLACEMENT ELEVATIONS OF TiIE GEOGRID LAYERS ARE �J SHOWN ON THE WALL FACE DETAIL DRAWINGS. THE GEOGRID SHALL PROVIDE 100% COVERAGE. THE CONTRACTOR SHOULD CONTACT THE DESIGN ENGINEER WITH ANY QUESTIONS. MIN. 4" PERF. PIPE 00 EVEN COURSES ODD COURSES7 ❑ D REINFORCED BACKFILL GENERAL REQUIREMENTS IMPERVIOUS MATERIAL SIEVE SIZE % PASSING GENERAL REQUIREMENTS 0 D 8 x 16 z z 3" 100% SIEVE SIZE % PASSING F070 m CORNER 0 0 0 0 o' UNIT cots 1 2" 50-85% 3" 100% 4 40-75% #4 80-100% it �_6" #50 8-28% #40 50-90% L #100 40_80� ALTERNATE CORNER UNITS TO STAGGER BOND i #200 0-10% (DIMENSIONS AND STYLE MAY VARY) #200 30-80710 OPEN JOINT 6 NOTE: THE DESIGN ENGINEER MUST BE MADE (BLOCK MAY ovrslDE 90° CORNER DETAIL AWARE WHENEVER THE PERCENT PASSING THE 8" OF TOPSOIL IS /-,N ACCEPTABLE ALTERNATE BE SPLIT) #200 SIEVE EXCEEDS 10%. GROUNDWATER FOR IMPERVIOUS FILL ALONG THE TOP OF THE CONTROL METHODS MAY BE REQUIRED. WALL. (NOT TO SCALE) DRAIN DETAIL - TYPICAL (NOT TO SCALE) DESIGN ASSUMPTIONS SOIL SOIL UNIT WEIGHT REINFORCED SELECT FILL 128 34 MINIMUM FACTORS OF SAFETY THE PREFERED ALTERNATIVE IS TO MOVE THE POSTS/RAILS TO REFER TO NOTES AND DETAILS ON ALL SHEETS OF THIS SET RETAINED EARTH 125 32 OVERTURNING 2.0 C A DISTANCE BEHIND THE WALL WHICH IS BEYOND THE GEOGRID LENGTH) FOUNDATION/LEDGE 125 32 SLIDING 1.5 GEOGRID PULLOUT 1 .5 FENCE POST BEARING CAPACITY 2.0 OR HANDRAIL POST \\\\\""111'CO II"Ir// °•\.P� P��H.aRgco�i�,G APPLIED SURCHARGE LOADING = 100 psf .•. Ui eY a 02 � SEISMIC ACCELERATION = 0.14 ~wL 1. z t _ m Z New England's No. 18426 Cn o _j w ' urunnuuu0��o°• J¢ c~i> SVE w = � U z l.- D Retaining Wall Designers OF- U a � D NOTE' THIS DRAWING WAS PREPARED FOR USE WITH ANCHOR '01AMOND PRO PS" ~ RETAINING WALL SYSTEMS. to CONCRETE BASE SOUHEGAN VALLEY ENGINEERING , LLC USE CONCRETE TUBE FORM CIVIL ENGINEERING CON5UZ7ANT5 SITE DESIGN SPECIALISTS MIN. RADIUS 0 D 00 2 DARTMOUTH STREET CLAREMONT, NEW HAMPSHIRE 03743 o U o (TOP COURSE) D TEE: (603) 543-5454 - 4 TO FACE o - POST DETAIL I Est. 1990 Available On The Web At www..5'V€ngin@en�7g.c®ram T TYPICAL HANDRAIL, FENCE OR GUARDRAIL POST CLIENT: EARTHRETE/VT/ONSYSTE/I1S LLC O ' o (WHERE REQUIRED) f5 BAILEY HILL ROAD, DANIELSON, CT 06239 R, 0 O MIN. RADIUS SCALE: NONE • (BOTTOM y�0 0 O o TTOM COURSE) PROJECT. � jpEG/PCH.4SEOFEI/ERGA'EE/V IYAL/fr a D O 6' TO FACE O NOTE: FORCING SQUARE-EDGED POSTS THROUGH GEOGRID >000 EVERGREEN WAY, SOUTH WINDSOR, CT o LAYERS MAY JEOPARDIZE THE INTEGRITY OF THE WALL SYSTEM. CURVE DETAIL SEE NOTE 5, SHEET 2 OF THIS SET, FOR POST INSTALLATION SHEET TITLE: RET.4//V//VGl X1,1 DES/GMSHEET GUIDELINES. TYPICAL CURVES DATE: SCALE: PROJECT No.: (NOT TO SCALE �.._ SE�TE/y1BER2r, 20f9 .4S Sf 40AW9V fA2f8 NOTE.• THE UPPERMOST LAYER OF GEOGR/D SHALL BE AT LEAST I FOOT LONGER THAN THE MIN/MUM LENGTHS SHOWN BELOW MIN/MUM GEOGR/D CUT LENGTH (TYR) 4.5' GRID 6' GRID 5.5' CR/D 4' CR/D I I I I STA. 0t50 1 STA. 1 f70 STA. 2t50 150 I TOP ELEVxr 141.3 I TOP ELEV 138.7 TOP ELEV— 138.0 150 BASE ELE .= 133.0 I BASE ELEV.= IJ5.7 BASE EMY 132.4 4" IAMOND PRO C IF UNIT (TYP) STA, Ot00 I I /RACR/D —TXT G GR/O (TYP) I TOP EL EV= 136,0 BASE ELEV= 1.33.7I� L I I I V 140 3 BLOCKS 140 3 BLOCKS a 0 e 1.3 ,6LOCKS, — " ` _ — — — — — — — — — — 3 BLOCKS 3 BL OCAS — — — -8Ll1GKS — — — — ,3 BLO — r 1 BLO 130 '-4V 130 yy PROPOSED G AOE 'N 4 O 34SE URSE, ANCHO WALL AT BASE OF ALL D/AMO PRO RETAINING WALL UNITS ^ oW ^ W Q 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1 +00 1 +10 1 +20 1 +30 1 +40 1 +50 1+60 1 +70 1 +80 1 +90 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70 2+80 2+90 3+00 STATIONING SHOWN ALONG FACE OF PROPOSED RETAINING WALL WALL FACE DRAWING 4' GRID WALL #1 SCALE: 1 " = 10' 150 150 NOTE.- ALL WALLS WERE DESIGNED USING GRADING INFORMATION PROVIDED RY OTHERS. /F THE FIELD CONDITIONS INDICATE THE GRADE AT THE BASE AND/OR TOP OF THE WALL V I A TO BE DIFFERENT FROM THAT SHOWN ON THESE PLANS, THE DESIGN ENGINEER SHALL 140 i 140 SE CONTACTED TO VERIFY CHANGES TO THE WALL BASE COURSE AND/OR TOP OF WALL ELEVAT/ON. W LEND TOP E EV= 137.3 NOTE BASE LEV= 134.4 NOTES: - - - - - - - - - - - 1, THE CUT LENGTHS SHOWIV ARE THE MIN/MUM LENGTHS TO BE USED. THE CONTRACTOR MAY USE LONGER LENGTHS WHERE THEY MAY EASE INSTALLATION. 130 130 2. CARE SHOULD BE TAKEN TO REMOVE ALL ORGANIC MATER/AL FROM THE BASE EXCAVATION U FOR THE RETAINING WALL, 3. Of-00 'ID CUT LENGTHS ARE MEASURED FROM THE FRONT FACE OF THE RETAINING WALL. Q ALL GEOGR/D IS TO BE PLACED PERPENDICULAR TO THE WALL FACE, !.e. THE GRID ROLL IS PLACED Q° ON THE WALL, ROLLED OUT BEHIND THE WALL, AND CUT TO LENGTH. 2+90 3+00 3+10 3+20 3+30 3+40 3+50 4. ENDS OF THE RETAINING WALLS SHALL BE BLENDED INTO THE PROPOSED/EX/STING GRADE /N A MANNER SAT/SFACTORY TO THE OWNERS SITE REPRESENTATIVE. AT THE ENDS OF A WALL WHERE BLENDING TAKES PLACE, THE ISSUE IS NOT A STRUCTURAL FACTOR BUT AN AESTHETIC FACTOR AND THE OWNER;5 51TE REPRESENTATIVE /S QUAL If ZED TO MAKE_ THIS ✓UDGEMENT. 5. THE PREFE'RED LOCATION FOR GUARDRAIL/FENCE IN57AZLATION /S BEYOND THE LENGTH OF THE GEOGR/D, WHERE THIS CANNOT BE ACCOMPLISHED, THE FOLLOWING ALTERNATIVES ARE AVAILABLE STA. Of00 FOR POST /NSTALLAT/ON.• BEG/N WALL f2.�� AL TERNA TIVE #1.• FOR FENCE POSTS LOCATED LESS THAN 3 FEET FROM THE REAR OF THE WALL BLOCK GEOGR/D NOT REQU/RED /N THIS WALL USE THE 'SLEEVE—IT" FENCE POST INSTALLATION SYSTEM (ww►y fences/eeve.com 1-866-84J-0500). 140 4" psi OND PRO CAP UNIT (TYP) 130 THIS PROCEDURE INVOL VES THE USE OF THE 'SY EEVE--IT" POST RISER AND SUPPORT STRUTS AND /S INSTALLED WHEN THE WALL IS APPROX.. 24" BELOW ITS FINISHED GRADE. HALL EN STA. 0t00 k` STA. O*OIL TOP ELE ,= 132_9 FACE OF PROPOSED _ AL TERNAT/VE 2.' BEGIN WALL #4 TOP ELEv.= 133.6 — — — — — — — — — — _ — — BASE EL V.— >31.3 \ RETA�(+V,N�[; IYALL 15 BASE ELEV.= 13>.3 — — — — A. FOR GUARDRAILS/FENCES INSTALLED WHERE GEOGR/D /S LESS THAN 19" FROM -HE SURFACE, THE STA, 0f00 1.7 120 SOIL ABOVE THE GE"OGR/D IS TO BE EXCAVATED AND THE GEOGRIO HAND—CUT. THE HOLE CUT IN FACE OF PROPOSED BEGIN WALL f5 THE GRID /S TO BE JUST LARGE ENOUGH FOR THE POST INSTALLATION. IF THE POST EXTENDS RETAINING WALL 14 THROUGH FURTHER GRID LAYERS, IT MAY BE DRIVEN THROUGH ADDITIONAL LAYERS, PROVIDED PROPOSED R A THE DRIVEN END /S TAPERED //b' SOME FORM TO PROV/DE A POINT. SQUARE—EDGE POSTS STA. Ot AT BASE O WALL SHALL NOT BE DRIVEN THROUGH GEOGRID LAYERS. DRIVING WOOD POSTS IN CLOSE PROXIMITY BEG/N WA Z L9 TO THE REAR OF THE WALL MAY PUSH THE WALL FACE OUTWARD DUE TO D/5PL4CE0 SO/L; FACE OF PROPOSED 120 RETAINING WALL /_7 1 10 B. FOR GUARDRAILS/FENCES INSTALLED WHERE GEOGRID IS MORE THAN 19" FROM THE SURFACE, THE POST MAY BE DRIVEN THROUGH THE GRID LAYER(S), PROVIDED THE DRIVEN END /S TAPERED BASE COURSIC ANCHOR WALL yam,V IN SOME FORM TO PROVIDE A POINT. SQUARE-EDGE POSTS SHALL NOT BE DRIVEN THROUGH o DIAMOND PRO RETAINING WAL UNITS o GEOGRID LAYERS. DRIVING WOOD POSTS /N CLOSE PROXIMITY TO THE REAR OF THL- WALL MAY PUSH THE WALL FACE OUTWARD DUE TO DISPLACED SOIL; o FACE OF PROPOSED / / �i c j RETAINING WALL2 0+00 0+10 0+20 0+30 0+40 0+50 0+60 AUGER/NG OF POST HOLES /S ACCEPTABLE, PROVIDED GEOGR/D LA YERS WITHIN 19" OF THE SURFACE STATIONING SHOWN ALONG FACE ARE HAND—CUT PR/OR TO AUGERING THE HOLE. � / � OF PROPOSED RETAINING WALL IF THE POSTS ARE TO SE SLEEVED AND SET IN CONCRETE, ALL GRID I-AYERS MUST BE HAND WALL FACE DRAWING CUT, WITH THE CUT HOLES JUST LARGE ENOUGH TO PROVIDE ROOM FOR THE SLEEVE USE OF A HAND—OPERATED POST-HOLE SHOVEL TO CUT THROUGH GE"OGR/D /S ACCEPTABLE FOR WALL #5 GRID LAYERS DEEPER THAN 15 FROM THE SURFACE. PROPOSED BUILDING j SCALE: 1 " = 10' THE PREFERRED MIN/MUM DISTANCE FROM THE FACE OF THE WALL TO A GUARDRAIL POST /S X-3 UT/L/ZING A STANDARD POST DEPTH. /F THE GUARDRAIL MUST BE CLOSER THAN Y J" FROM THE FACE OF THE WALL, S/GN/F/CANTL Y DEEPER POST DEPTHS AND/OR AL TERNAT/VE METHODS OF INSTALLATION j MAY ,6E REQUIRED. / EVALUATION OF THE STRUCTURAL CAPAB/L/T/ES OF ANY GUARDRAIL OR FENCE SYSTEM INSTALLED AT THIS SITE WAS NOT PART OF THIS DES/GN. 6 WHERE POSSIBLE, CATCH BASINS/MANHOLES THAT ARE PLACED /N CLOSE PROXIMITY TO THE PROPOSED RETAINING WALL SHOULD USE ECCENTRIC CONES TO HELP D/STANCE THE STRUCTURE - REFER TO NOTES AND DETAILS ON ALL SHEETS OF THIS SET FROM THE GEOGR/D AND RETAINING WALL. 7. ANY PLANTINGS SET BEHIND THE WALLS SHALL BE PLACED WITHOUT CUTTING OF THE GEOGR/D STA, Otoo \\\\'\o f H REINFORCEMENT LAYERS. THIS CAN BE ACCOMPLISHED BY SETT/NG PLANTINGS ABOVE THE BEG/N WALL �1 0P�F, Bic GEOGRID LAYERS OR BEYOND THE LIMITS OF THE GEOGR/D LAYERS. 8. WHERE ANGLES IN THE RETA/NING WALL ARE SHOWN, THE CONTRACTOR MAY CHOOSE TO CONSTRUCT THE WALL USING A CURVED FACE (AS DETAILED ON SHEET 1) AS FACE OF PROPOSED OPPOSED TO THE SHARP ANGLE DEPICTED /N THE PLAN VIEW DRAWING. CURVES /N RETAIN/NC HALL 1 New England's No. 18426 ANCHOR WALL (TM) RETAINING WALLS REQU/RE LESS CUTTING OF BLOCK DURING CONSTRUCTION. � �°F �'� NS�� USE OF CURVES /N PLACE OF SHARP ANGLES MUST BE APPROVED BY THE OWNERS s SITE 9. FOR PIPES (>8" D/A.) WHICH OUTLET THROUGH THE RETAINING WALL, THE SPACE NEEDED TO Retaining Wall Designers SQUARE—OFF THE PIPE TO THE WALL MAY BE FILLED WITH NON—SHRINK MORTAR, BLOCKS CUT TO SIZE OR OTHER APPROVED SEALANT METHOD TO PREVENT MIGRATION OF FINES THROUGH GAPS AROUND NOTE. THIS DRAWING WAS PREPARED FOR USE W/TH ANCHOR WALL (TM) RETAIN/NG THE PIPE. A GRANITE OR CONCRETE LINTEL IS AN APPROVED METHOD OF SPANNING THE PIPE FOR � WALL SYSTEMS. SUPPORT OF THE WALL ABOVE. /N HAVING A D/AMETEK GREATER THAN 4"AND PASSING UNDER ARETA/N/NG WALL SOUHEGAN VALLEY ENGINEERING, LL C � /0. ANY UTILITY L ESITE LISTS MUST HAVE A MINIMUM CLEARANCE OF 24" BETWEEN THE WALL BASE COURSE AND THE CROWN OF 2 D ENGINEERING CONSUL TANTS MPS DES/GN SPEC/03743 THE UTILITY L/NE. WHERE THIS MINIMUM CLEARANCE CANNOT BE ACHIEVED, A GRANITE OR CONCRETE � 2 DARTMOUTH STREET CLAREMONT, NEW HAMPSHIRE 03743 HEADER SHALL BE INSTALLED OVER THE PIPE. THIS HEADER SHALL EXTEND AT LEAST 24 BEYOND BOTH VICINITY SKETCH TEL: (603) 543-5454 SIDES OF THE P/PE, RUNNING ALONG THE WALL BASE. THE HEADER SHALL BE AT LEAST 12 DEE (NOT TO SCALE) E,St, 1990 Avai/ab/e On The Web At www.SVEngineeri;?g.com (TO MATCH THE WALL DEPTH) AND BE CENTERED BENEATH THE WALL BASE. THE HEADER SHALL 9E SEE CONSTRUCTION DRAWINGS BY OTHERS AT LEAST 8 /N HEIGHT. CLIENT: E4WMAWAEW71MW SYSIMAOS LLC 15 BA/LEY HILL ROAD, DAN/ELSON, CT 06259 PROJECT: ""4 A 41ZiY 1000 EVERGREEN WAY, SOUTH WINDSOR, CT k SHEET TITLE: RETA//Y/NG W,W,z DE,S/GN,mF,Fy z DATE: SCALE: PROJECT No.: . SEOTE/I'BER2.�,, 20/9 .4S SHOlYW /�2/8 NOTE. THE UPPERMOST LAYER OF GEOGR/D SHALL SE AT LEAST 1 FOOT LONGER THAN THE M/N/MUM LENGTHS SHOWN BELOW M/N/MUM GEOGR/D CUT LENGTH (TYP) 4' GRID 4' GRID TA t40 TA 1 l TA t40 130 TOP ELEV. 12J..5 TOP ELEV 122.8 130 TOP ELEV 1117 4"DIA ND PRO CAP NIT (TYP) BASE EL = 118.5 BASE ELE = 117.2 BASE EL = 117.2 M/ GR/O 3XT GEO /D (TYP) STA. Ot00 V TOP ELEV= 120.2 BASE ELEV.= 117.2 12 0 3 BLOCKS — — — — — — — — — _ — 3 BLOCKS 1 20 2 BL OCKS — — — — - - - - - - - - - - - - - - 2 �3L6El1`5 - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - PRC POSED GRADE AT SE OF WALL I 110 110 9ASi COURSE, ANC OR WALL D/A ONO PRO RETA/ ING WALL UNITS V p Q V) 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1 +00 1 +10 1 +20 1 +30 1 +40 1 +50 1 +60 1 +70 1 +80 1 +90 2+DO 2+10 2+20 2+30 2.+40 2+50 2+60 2+70 2+80 2+90 3+00 STATIONING SHOWN ALONG FACE OF PROPOSED RETAINING WALL WALL FACE DRAWING NOTE- ALL WALLS WERE DESIGNED USING GRADING INFORMATION PROVIDED BY OTHERS. WALL ##2 4' GRID IF THE F/EL D CONDITIONS INDICATE THE GRADE AT THE BASE AND/OR TOP OF THE WA L TO BE DIFFERENT FROM THAT SHOWN ON THESE PLANS, THE DESIGN ENGINEER SHALL , BE oCONTACTED TO VERIFY CHANGES TO THE WALL BASE COURSE AND/OR TOP OF WALL ELEVATION. 1 = 10 130 I 130 NOTE. THE UPPERMOST LAYER OF GEOGRID SHALL BE AT LEAST I FOOT LONGER THAN THE MINIMUM LENGTHS SHOWN BELOW V M/N/MUM GEOGR/O CUT LENGTH (TYP) 120 e m=6==L120 4 GRID 5' GRID 4' GRID — — — — — — — — — ALL END TOP ELEV= 120.2 I I STA. Ot60 BAS ELEV= 117.9 140 4"DIAMOND RO CAP UNIT P)I TOP ELEV 1.34.8 MIR4G D 3XT GEOGR/D (TYP) 13O BASE ELE.= 127.8 I 110 ALL END 1 10 TOP ELEV= 1,34.8 STA, 0t00 9AS7 ELEV.= 119.2 V TOP ELEV.= 129.5 V BASE ELEV.= 127.8 3 BL OCKS e - F e e e 130 3BLOCKS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 120 — — — — — — — — — — — — — — — — — — — — — 2oeKs — 2+90 3+00 3+10 3+20 3+30 3+40 3+50 PR POSED 6240E k BASE COURSE, ANCH WALL AT BASE OF WALL j D/AMO D PRO RETAINING WALL UNITS 120 110 V �V h W L FINISHED EDGE OF GRID ROLL (TYP) 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1 +00 1 +10 1 +20 1 +30 1+40 1 +50 1 +60 1 +70 1 +80 <4 W/O STATIONING SHOWN ALONG FAKE ryA Ty OF PROPOSED RETAINING WALL WALL FACE DRAWING r WALL ##4 SCALE: 1 " = 10' M/N/MUM GEOGR/D CUT LENGTH (TYP) FACE OF STRUCTURE WALL 4' GRID :'•• •:;. OO I •1. O �c\' BLOCKS SHALL BE CUT TO ( STA. 0t70 O OF SG�ON> NOTES: FIT FLUSH AGAINST THE STRUCTURE WALL 140 TOP fLZ-Vzr 126.0 130 :�.•:;;.' ".a::• .. OO N d�o- 1• PLACE GRID ROLL ON WALL, ROLL BASE EL = 1230 '��,.:.:: °` A' > oO G � OUT PERPENDICULAR TO WALL, CUT A F/L TER FABRIC, RUNNING THE HEIGHT � � OF THE RETAINING WALL, SHALL EXTEND ~.'' -_ ''��:t• i TO LENGTH. VIA V/1 3 FEET AL ONG THE RETAINING WALL ~'f ,, '•�`�.. ��•�• �. ~+"�.j'•�• •, 2, GEOGRID LENGTHS AND PLACEMENT AND THE STRUCTURE WALL. THE /LATENT 4" 0/AMOND RO CAP UNIT P) /RAGR/D 3XT G OGR/D (TYP) I `•" +.':; : ' '�:�: .: ELEVATIONS TO BE AS SHOWN ON OF THIS FABRIC /S TO MINIMIZE THE I THE WALL FACE DRAWING. • V/ / / MIGRAT/ON OF FINES THROUGH THIS GAP. 13 0 120 ~ NO PHYSICAL TIE BETWEEN THE RETAINING w .. :;::•,,..;,; .. 3, DO NOT UNROLL GEOGRID PARALLEL " ` ' ' ' ` ' ` ' ` ' ` ' ` ' WALL AND THE STRUCTURE WALL IS REOUIRED. STA. 0400 TO THE WALL FACE. TOP ELEV.= 124.7 BASE ELEV= 123.0 W 4• ANY SUBSTITUTION FOR THE GEOGRID - - - - - - - - - - - - - - - - - - - - - - - - - - - - 17 28L�G5 - - - - - - - - - - - - - - - - - - - SHOWN ON THESE PLANS MUST BE ~ ROVED I WRITING BY THE WALL RETAINING WALL UNITSJ j DESIGNENGINEER. 120 110 /�ff.r,d//1//NO lY.4LL ABUTTING STiPI/CTL/RE�O,ET,4/L PROPOSED DE GEOSYNTHFTIC INSTALLATION DETAIL p 4 (NOT TO SCALE) p 3 L BASE COURSE, ANCH R WALL AT BASE OF WALL �I m NOT TO SCALE p DIAMOND PRO RETA/ NG WALL UNITS 3 Q Q `W �Z3 a � � RETAINING Y 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1 +00 1 +10 1 +20 1 +30 WALL UNITS • STATIONING SHOWN ALONG FACE OF PROPOSED RETAINING WALL WALL FACE DRAWING REFER TO NOTES AND DETAILS ON ALL SHEETS OF THIS SET FACE OF ASUTT/N 1 ALL #3 STRUCTURE • ' , F .o\�\\ O /V rrr'rrii� \p\\u�u�INN (ANGLED FACE) SCALE: 1 = 10 z :S�P�F' FCC/�r�'� FILTER FABRIC (M/RAF/ 140NLd OR EOUAL) LL Cy, o o New England's No. 18426 ABUTTING STRUCTURE o _j '%, °� </c N GEOGR/D � . � r s A 3'•MIN.' Retaining Wall Designers NOTE. THIS DRAW/NG WAS PREPARED FOR USE WITH ANCHOR WALL (TM� RETAINING WALL SYSTEMS. RETAINING WALL UNITS A STRUCTURE' WALL ANGLES PLACE 3 OF SOIL FILL BETWEEN S®UHEGAN VALLEY ENGINEERING, LLC OVERLAPPING REINFORCEMENT CIVIL ENGINEERING CONSULTANTS SITE DESIGN SPEC/ALISTS STRUCTURE WALL CONTINUES FOR PROPER ANCHORAGE 2 DARTMOUTH STREET CLAREMONT, NEW HAMPSHIRE 03743 SECT/ON.4-A TEL: (603) 543-5454 (NOTE. VERTICAL WALL) FILTER FABRIC(M/RAF/ 1401V OR EQUAL) Est, 19 Th 90 Available On The Web At www.,5VEnglnee,-ing.com O CLIENT: EARTHRE7,SW7 )VSYSTE,fff LLC RETA//!///VG lY.4LL ABl/TT/LAG STiPUCTU/PE 15 BA/LEY HILL ROAD, DAN/ELSON, CT 06239 pL,gjV V/��y DIRECTION OF STRENGTH _ (NOT TO SCALE) (ROLL DIRECTION) PROJECT: H.4RB4ajffc ISEOFEL AFRap1 EENffmz r NOTE'.' THE INTENT OF THIS OETA/L /S TO SHOW THE PLACEMENT OF FILTER FABRIC ALONG GEOSYNTHLTIC PLACEMENT - CONVF_X CURVE 1000 EVERGREEN WAY, SOUTH WINDSOR, CT THE GAP BETWEEN THE RETA/N/LAG l3'ALL AND AN ABUTTING STRUCTURE AS SUCH, IT MAY NOT BE S/TE SPEC/FIC"IN/75 LAYOUT, BUT ALL NECESS,4RY INFORMATION /S SHOWN WHICH SHEET TITLE: WILL ALLOW FOR THE CONTROL OF SOIL MIGRATION AT AN INTERFACE OF A RETAINING {PALL SCALE: NONE RETA/N//VG l ,4LL DES'/GNSHEET3 AND AN ABUTTING STRUCTURE DATE: SCALE: PROJECT No.: SEOTE/I'BE?AAf 20/9 .4S SHD'!Y/V �9L2/8 2000079 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 03/02/2020 GIS ID:31301000 FEE: 1332.00 MUNIS APPLICATION# 201902644 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: BCI INC DBA BUTLER COMPANY ADDRESS: 1000 EVERGREEN WAY ADDRESS: 848 MARSHALL PHELPS ROAD OWNER: CD-HRA(WINDSOR)LLC 2240 BLAKE STREET SUITE 200 WINDSOR,CT 06095t DESCRIPTION OF WORK: RETAINING WALLS FOR HARBOR CHASE SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 3/2/2020 3:43 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 2000149 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 06/04/2020 GIS ID: 31301000 FEE: 1638.00 MUNIS APPLICATION# 202000825 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: NETWORK INSTALLATION SERVICES, INC. ADDRESS: 1000 EVERGREEN WAY ADDRESS: 192 NORTH PLAINS INDUSTRIAL ROAD OWNER: CD-HRA(WINDSOR)LLC 2240 BLAKE STREET SUITE 200 WALLINGFORD,CT 06492 DESCRIPTION OF WORK: INSTALLING CAT6 CABLE FOR PHONES AND COMPUTERS-LOW VOLTAGE SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH TIIE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 6/4/2020 2:15 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1900534 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 12/03/2019 GIS ID:31301000 FEE: 32868.00 MUNIS APPLICATION# 201902591 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: INTERSTATE ELECTRICAL SERVICES CORP ADDRESS: 1000 EVERGREEN WAY ADDRESS: 70 TREMBLE COVE ROAD OWNER: CD-HRA(WINDSOR)LLC 2240 BLAKE STREET SUITE 200 NORTH BILLERICA,MA 01862 DESCRIPTION OF WORK: NEW SERVICE 2,500+2000 AMP,2 METERS,26 PANELS SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: 94= OCCUPANCY GROUP: BUILDING PFFICIAL 12/3/2019 3:34 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1900669 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 09/11/2019 GIS ID:31301000 FEE: 258066.00 MUNIS APPLICATION# 201901388 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: THE WHITING TURNER CONTRACTING CO. ADDRESS: 1000 EVERGREEN WAY ADDRESS: 2 ENTERPRISE DRIVE SUITE 504 OWNER: CD-HRA(WINDSOR)LLC - 2240 BLAKE STREET SUITE 200 SHELTON,CT 06484 DESCRIPTION OF WORK: TO CONSTRUCT A 2 STORY ASSISTED LIVING FACILITY AND MEMORY CARE FACILITY 7 a ' t SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITII TIIE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 10/30/2019 9:26 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1900669 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 09/11/2019 GIS ID:31301000 FEE: 258066.00 MUNIS APPLICATION# 201901388 BUILDING DESCRIPTION: APPLICANT _ LOCATION NAME: THE WHITING TURNER CONTRACTING CO. ADDRESS: 1000 EVERGREEN WAY ADDRESS: 2 ENTERPRISE DRIVE SUITE 504 OWNER: CD-HRA(WINDSOR)LLC 2240 BLAKE STREET SUITE 200 SHELTON,CT 06484 DESCRIPTION OF WORK: TO CONSTRUCT A 2 STORY ASSISTED LIVING FACILITY AND MEMORY CARE FACILITY SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 10/30/2019 9:26 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1900657 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 09/09/2019 GIS ID:31301000 FEE: 396.00 MUNIS APPLICATION# 201901972 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: ENVIRONMENTAL SERVICES INC ADDRESS: 1000 EVERGREEN WAY ADDRESS: 90 BROOKFIELD STREET OWNER: ES 188316 LLC 2240 BLAKE STREET STE 200 SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: DEMO BARN AT HARBOR CHASE SITE SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 9/20/2019 12:16 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1900657 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 09/09/2019 GIS ID:31301000 FEE: 396.00 MUNIS APPLICATION# 201901972 BUILDING DESCRIPTION: APPLICANT; LOCATION NAME: ENVIRONMENTAL SERVICES INC ADDRESS: 1000 EVERGREEN WAY ADDRESS: 90 BROOKFIELD STREET OWNER: ES 188316 LLC 2240 BLAKE STREET STE 200 SOUTH WINDSOR;CT 06074 DESCRIPTION OF WORK: DEMO BARN AT HARBOR CHASE SITE SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPRO� Y THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: i OCCUPANCY GROUP: IL fNG OFFICIAL 9/9/2019 2:38 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCI!R(GE 202000721 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF OCCUPANCY DATE: 04/20/2021 FEE: GIS ID: 31301000 ZONE: MUNIS APPLICATION# 201901388 THIS IS TO CERTIFY THAT 1000 EVERGREEN WAY UNDER APPLICATION NUMBER 201901388 CONFORMS SUBSTANTIALLY TO THE REQUIREMENTS OF THE CONNECTICUT BASIC BUILDING CODE AND THE ZONING REGULATIONS OF THE TOWN OF SOUTH WINDSOR AND IS HEREBY APPROVED OF OCCUPANCY AS INDICATED BELOW: APPROVED FOR OCCUPANCY TO CONSTRUCT A 2 STORY ASSISTED LIVING FACILITY "AND MEMORY CARE FACILITY SPECIAL CONDITIONS NOTICE: IF THIS CERTIFICATE IS LOST OR DESTROYED,A DUPLICATE SHOULD BE OBTAINED IMMEDIATELY FROM THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 4/20/2021 3:25 PM ANY CHANGE OR EXTENSION OF TILE USE HEREIN APPROVED REQUIRES ANEW CERTIFICATE OF OCCUPANCY 1900669 11v , k., PERMIT NUMBER BUILDING PERMIT DATE: 09/11/2019 GIS ID: 31301000 FEE: 258066.00 MUNIS APPLICATION# 201901388 BUILDING DESCRIPTION: APPLICANT" LOCATION NAME: 1000 EVERGREEN WAY ADDRESS: 1000 EVERGREEN WAY ADDRESS: 2 ENTERPRISE DRIVE SUITE 504 OWNER: ES 188316 LLC 2240 BLAKE STREET STE 200 SHELTON,CT 06484 DESCRIPTION OF WORK: TO CONSTRUCT A 2 STORY ASSISTED LIVING FACILITY AND MEMORY CARE FACILITY SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 9/11/2019 2:38 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1900021 TOWN OF SOUTH WINDSOR, CT PERMITNUMBER SPRINKLER PERMIT DATE: 06/16/2020 GIS ID: 31301000 FEE: 10980.00 MUNIS APPLICATION# 202000780 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: SYNERGY FIRE SYSTEMS LLC ADDRESS: 1000 EVERGREEN WAY ADDRESS: 116 RIVERSIDE AVE OWNER: CD-HRA(WINDSOR) LLC 2240 BLAKE STREET SUITE 200 BRISTOL,CT 06011 , DESCRIPTION OF WORK: DESIGN AND INSTALL A PROTECTION SPRINKLER SYSTEM SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 6/16/2020 4:04 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE