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HomeMy WebLinkAbout175 OAKLAND RD BLDG 1 APPLICATION FOR PERMANENT SIGN PERMIT Zoning Permit Fee: $ Sign Permit#._ Est. Cost: $ New Sign $251 Replacement$10 Bldg Permit Fee: Zoning Approval: j Final Inspections: Approved: Date: Tl�y Zoning C, 0 Building Electric Permit# `111 711 2v Z" Applicant: 1V i Quo C ovi` '�— V C V1 Business Name: We Sid(G7 LP Applicant Address: �x.�L ✓� �- ��4 ' Q }—y""�"' ��^ (�✓► Phone: 96 0 2 SJ - Address of Proposed Sign(s): 7 5 '`` �` Zone: TYPE of SIGN: ❑ Wall or❑ Free-standing New or[I Replacement Illuminated? [ faO ❑ Yes(electrical permit r fired) Proposed Free-standing Sign: Size(sq ft): C Sign Height: q Ft of Existing signs on site: Free-standing: Wall: Proposed Building Sign. Building Frontage (ft): 1 Sign Size(sq ft): Description of sign materials and lig ting: Ai0k,11 nN'41 S O Wrrah ��' c°✓► ATTACH 11) V I C Woo " DIAGRAM OF SIGN INCLUDING I have read, understand d a e to abide by the South sor Zoning Regulations, Signs. DIMENSIONS AND J � MAP WITH SIGN Applicant: / S , _Date:_ ) LOCATION ON PROPERTY Property Owner: __ Date: - 50" - - — ► �— 281/4" `v rn RESIDENCES 0.7 QAKLAMD ROAD 0 Post and base by others N 1 Scale.1"=1'-W G( ^ Project: Scale: Date: lDrawnby: Checked by Sheet: 11&tbn Ome,&oomrcU,Ct OlW2 0647t7mJt e0p15g�1)B Fu B6P7�1-289e allhkaiyna.com rw�a.+a+caNam er,mn u+m o�+uaa.saek r.�..m�w..r,,am am ram..c.�-.na„wa-.�-�• Metro Realty/ 175 Oakland Road I/ Notedl10/241 SDR 1 wctlsaqun�er.wm Mite rtaeniM1+rGaxoLdrokiina S'ro r�P✓:e...ux,..a,..n[[e C:tu pY.t�'r(�':nr,c'v-.ee art 27 Britton Drive,Bloomfield,CT 06002 860-242-0031 800-466-4278 arthcsigns.Com Ceieorating 36 Years Date :8-23-2018 Quote :54547 To :Kyle Richards/Marc Tardiff Metro Realty Group 6 Executive Drive,Suite 100 Farmington,CT 06032 Re :175 Oakland Road Description: ► Design,manufacture&install 1)double-sided tavern style sign as below: 1 uuo .cf�t O�KLAMO AOAO 4 b 1 N •'d C +5 1• l• c•a J•� � r 4" -� Crossbar by others Sign hung from post with I hooks ib 1'x 4'x.125"Welded aluminum tube frame 0 — 1"x 2"x.125'Welded aluminum tube frame i ICIi I � I I .125"Aluminum faces painted to match PMS 308 C I — — — 175 and light blue portion in 1/4"aluminum plate painted to match PMS 629 C I I o i Cn M i i Small letters in 114.acrylic painted to match PMS 308 C 0 A Side Detail Scale:V=1-V artfxn e�2aaw1 aoo46a42Ie F.OW442da.! arthula%ANn Project: Scab: Date: Drawn bi Chocked br.Sheet: trrM..pm01'w4M.ru�rrwa.rb/r..bMr.h�r..r.r.bMMR.n n..e.MrgobFY Metro Really n.�o�:r.rewssrni��e.��eer r.�0rye smo�meperprd AS NOted 10/24/18 SDR 2 175 Oakland Road APPLICATION FOR HVAC PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT AppP,p 1540 SULLIVAN AVENUE 18 II�" 644-2511 ext. 230 Bldg.Permit# Date Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $041,000=$15.00 /7� (,c�k(cc,,d ,�'vcc�C /�6a Over$1,000= Street No. Street .Lot o. $15.00 per$1,000 1�67if6 . a/-//-2- or any fraction thereof Tenant Designation Apt,No. APPLICANT rd 1!)jg�C[/1 rt,.1 ,Ste( P 3�L APPLICANT ADDRESSr --� So('c r) CT— OCR cr (z, APPLICANT'S PHONE# OWNER ✓. cc GG� 21Y L L' t OWN 3 F4< OWNER ADDRESS OWNER PHONE -/ CO ESTIMATED COST$ U IS THIS A CONTRACT COST? Yes —No PEE ENCLOSED$ ° ° TYPE OF JOB: 12� �$OR,COS New Installation Alteration/Addition/Repair `2so1 '7 6 iw!3 Revised 03/05/10 APPLICATION FOR HVAC PERMIT(Continued from reverse side) TYPE SYSTEM: TYPE O BUILDING: tHEATING ,� RESIDENTIAL C ❑ COMMERCIAL ❑ VENTILATION ❑ INDUSTRIAL HEATING STEAM LOW PRIISSURE LlMrl LBS. HIGH PRESSURE LIMIT LBS. HYDRONIC [J WARM AIR ❑ UNIT RADIANT.HEATER EXISTING RADIATION ADDITIONAL RADIATIO TOTAL RADIATION DESIGN TEMP OUTSIDE�_°F INSIDE °F DIFERENCB °F TOTAL HEAT LOSS(BTUH) °F(HEAT LOSS S MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) 2 �c5 v Ist�d GROSS BEATING CAPACITYWUTBTUH)- NET RATING(OUTPUT BTUs} TYPE OF FUEL ❑/OIIrGPM OIL TANK LOCATION:❑ •INSIDE ❑ OUTSIDE.CAPACITY Ed GAS-INPUT LPG TANK CAPACITY ELECTRIC-KW ; AIR CONDITIONING DESIGN TEMP: OUTSIDE Obj °F INSIDE 7 2, OF DIFFERENCE OF TOTAL HEAT GAIN(BTUH) (BEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) Z Y ACC 06 TONNAGE L COOLING CAPACITY(BTUH) 2.1 o v D • Q-tj VENTILATION Z `ram S. 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. 1 303 L 3 3 CONTRACTORS LICENSE NO. tPE STATE SIGNATURE OF APPLICANT V DATE — l 5i - I lS DEPARTMENT DECISION APPLICATION FOR SPRINKLER PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR ' D a BUILDING DEPARTMENT �- APPROVED 1540 SULLIVAN AVENUE Bldg.Permit# 1� 1 &- 0 644-2511 ext. 230 I-76070o Date Building Inspect Application must be printed or typed FEE SCHEDULE Location of Job: $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 1t�r 1 �(I Y'Q (j�()CO�'- i�° +'dn �/ APPLICANT DRESS 11 Q AO( F �' ! LT ©b/�/l APPLICANT PHONE# " 32q:-IK: 014 N $F OWNER `Ipa+a, - q< OWNER ADDRESS Ede c,�`fz �/� ���1 •P �(,Ct yam_J O U OWNER PHONE "(I U • 6 r7 L4. _5"b `7 ESTIMATED COST$ l u—3 D i 7 2 � I IS THIS A CONTRACT COST? _Yes .-No o FEE ENCLOSED$ b f�d ,✓��� TYPE OF JOB: A—I Z f SOR-C O -,""New Installation { _Alteration/Addition/Repair *11---2O i—7614 I S Revised 4/01//2002 APPLICATION FOR SPRINKLER PERMIT (Continued from reverse side) TYPE OF BUILDING TYPE OF CONSTRUCTION USE GROUP NO.OF STORIES RESIDENTIAL ❑BUSINESS IS THIS APPLICATION ASSOCIATED WITH A ❑ASSEMBLY BUILDING PERMIT APPLICATION?OYES 0 NO ❑MERCANTILE T ❑EDUCATIONAL CURRENT USE AND OCCUPANCY O INSTITUTIONAL O FACTORY ARE USE AND OCCUPANCY OSTORAGE ❑GARAGE p� ❑MIXED USE ENGINEER'S NAME ! (� fXl'� PHONE ?6 aye. 77/ (Other please specify) ADDRESS / �U ,�G(r0/2t PGa:5- CITY Z�2 k��6 YeX STATE (!�7— ZIP �J KIND OF INSTALLATION SIZE OF MAIN DRAIN WATER PRESSURE AT STREET(PSI) LG. 9 ARE SPRINKLER HEADS ALTERED? ❑YES ❑NO IF YES,CHECK ALL THAT APPLY: ❑ADDED ❑DELETED ❑ALTERED IF MORE THAN 3 HEADS ARE ADDED HYDRAULIC CALCULATIONS ARE PROVIDED BY(CHECK ONE) ❑PROFESSIONAL ENG 5ER ❑INSURANCE COMPANY WATER FLO WXTER PRESSURE AT SPRINKLER HEADS(PSI) ARE PUMPS REQUIRED? ❑YES )dNO IF YES,CHECK ALL THAT APPLY: ❑FIRE ❑BOOSTER ❑OTHER ARE STANDPIPES PROVIDED? ❑YES �BQNO IS A SPRINKLER SYSTEM PROVIDED?RYES ❑NO SPRINKLER SYSTEM MAIN WATER SUPPLY RATING GPM New Tn540 TOTAL DYNAMIC HEAD(TDH)OF FIRE PUMP PSI DESCRIPTION OF WORK ��Ilcl'o✓1 of c- AT-PA 13 fz Sa' k few SL4s�c>M 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 LICENS E c STATE SIGNATURE OF APPLIC DATE Murphy Road AOPPHartford,CT 06114 encore W EBSITE: HOLDINGS www.EncoreHoldingsCo.com PHONE: 1.860.246,7711 February 5, 2018 k Town of South Windsor South Windsor, CT Attn: Building Official / Fire Marshal Re: Application for Permit Gentlemen: In accordance with Public Act 91-95, this letter authorizes the below named agent to sign the above referenced application for Jeremiah C. O'Connor (License # F0011511-F1). Fire Sprinkler Contractor- Encore Fire Protection 110 Murphy Road Hartford, CT 06114 Project Name: 175 Oakland Road Building 1 Location: 175 Oakland Road Authorized Agent: Tyler Satalino Thank you for your cooper ation. Sin eren-d h C. O'Connor FIRE SUPPRESSION encore encore ALLSTATE U.S. Fire Group ' FSSG SYSTEM GROUP ELECTRIC SUPPRESCON Iw► I FIRE SYSTEMS �- APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Appliq tim is hereby: BUILDING DEPARTMENT ZS APPROV 1540 SULLIVAN AVENUE Bldg:Permit# g-&'r r 644-2511 ext.�230 11 Dog 6 Date BUding Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 TS Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant designation Apt:No. APPLICANT S1 c e km <Lcy Z.l t_Okl" APPLICANT ADDRESS k S%,)Z APPLICANT'S PHONE - -&O- `i - OWN SF OWNER �_t.r�y. F'�_�c.�. i\i -) �.L�. 4< OWNER ADDRESS �o Y a. �,��v� •�, C OWNER PHONE " C ESTIMATED COST$ 1^ u IS THIS A CONTRACT COST? Yes No VA FEE ENCLOSED$. 3© - j� ° TYPE OF JOB: 6-7 1 P-- �SOR-COS New Installation r Alteration/Addition/Repair 201?6 169 7 Revised 03/05/10 f APPLICATION FOR ELECTRICAL PERAUT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES YNO ❑ RESIDENTIAL CURRENT USE AND OCCUPANCY ❑ BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE ❑ FACTORY (3 STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CTTy STATE ZIP (Other please specify) TYPE OF INSTALLATION I WIRING METHOD SIZE OF SERVICE ZX.O A SIZE OF MAIN CONDUCTORS n ,A NUMBERS OF METERS NUMBERS.OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMB ERS.OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS Z: NUMBER OF SWITCHES. NUMBER OF OUTLETS NUMBER OF I lGIfT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER`OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK GcAs. -,r') (_can(wlA yV} ,t r' ref kc, t`'PNE. PC,i'e— Z t IA-1 q Z.ti�.. 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 PERFOR- MANCE OF SUCH WORK CONTRACTORS LICENSE NO. / TYPE STATE SIGNATURE OF APPLICANT -� C/ DATE / rLOOMFIELD ELECTRIC MPfiNY SERVICE•DESIGN•INSTALLATION SINCE 1926 CT LIC.#123564 August 23, 2017 Building Department Town of South Windsor South Windsor CT Job Location: 175 Oakland Street .lob Description: Install temp pole and connect job trailer to temp pole. To Whom It May Concern: This letter authorizes Nathan Rogers, License # 163603 to sign the permit as agent of Bloomfield Electric Company for the above mentioned job and municipality. Appli ble Lice se: Kevin Calhoun Nathan Rogers Contractor License Holder Journeyman License Holder E-1 123564 E-2 163603 Subscribed and sworn to before me this 23 day of August 2017. Notary Public: My commission expires: June 30,20_22 182 Oakwood Drive•Glastonbury, CT 06033-2434•Tel.:(860)430-5588•Fax:(860)430-5589 www.bloomfield-electric.com CD sr�er3ti�wne+ — _ CALL BEFORE YOU DIG' - CONTRACTOR SHALL NOTIFY UTILITY COMPANIES OFF$" MAN 1FJERs m T1E FDUDaslo: --- PENDING EXCAVATION AT OR NEAR PUBLIC UTILITIES. CALL 1-800 . 22-4455 1. PAN oamm tlanERn•1oPooRw1E NAIL'43.1s1.•1n OAK AND ROIO.SOUIN . WI.A5 T _ AT LEAST 48 HOURS PRIOR TO BEGINNING EXCAVATION. 1M1°60R'001N'ELTM•� 10/'/10t�""F1M1ED aN oom r1lorEssaws.ale. M .g -...� q E3 -- —y "sr 1. TALL aEPOM You DW-CO"b4CTM*NIL W0WY UTLFff COMPAwn OF PFJONO 4 9y ---may rp s=_ �KL..A —�""'� I T S P171 N SMALLUW1Dx USED F11 OR SITE LA 1°'�iLONLY G ONTO Plan m emlNNo ucww1011 ( e A,lr(rGN7 _ a WES m MOTs SHEET FOR!IF LAYOUT NOTES � S. srT 0VANCE.eeo' , trt _—5. 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Moo 10 \ CONCRETE OUIIPSF ' AcrtssBME aAvp� L = TRANSOM LL'o ILACK ,! -- -.- `\�\�. 1 .Y. _-... 9 r •�` } s BUILD" t� R M `1—MI fE/tCE I psF 3s \r' C ° p ej •�.ar (1#bows) i°° .1na ram- E acc�T°�r T I I ilt e E i n IZ74 mwalrw CURB frM 2PROPOSED �.\\ � (14 1Ns) r\ z-b • $ $ q • 1 1 � �rA7a"�i AuoA�ATEs \ R IUIiI R NA reMAw f •� / �! y, ` UNITED PM P FIET9, I Q R tJ1`7— �� SAM FWl 1411 Nl.a.Paor.a Ui ' $ ,2 N.G.SYMBOL .41f Awl r PA01�A IB aua11NB 3 ' 1 S�FSi THE>,�ao.av tO11 RtTT[•• 1'"` \ ♦ ,• a (s U"rra) 8 R I 11 G }(I37 ) � l ♦ Fr ri.6 ♦ h�2f %• i ' I F1NnRE _.a;Js \\ .\\ \\♦ ♦ + �-- t' ®I.lo Y • .:�.\: of U.Nraa a nRar.IeEW a r • CCC1� ,.. - a Y � 1MiER — 9 T�1� �S ���� . +, 8 t3 ' ® OD"nr I , 1ROP06ED CONCRETE 13 N THE FUTFE SHOULD ' I silRry�� 'r i i E \~\\ �TEa ® w ® Common11NNYlIT(f1'P)' k' J •: PAD �-�\ a-3333 D' -�.1� ! tt11FMT011 T fti'• ZONING TABLE \ _ `M) - ----ram Y --��-7 i ,� ` 7 \[ L•�, I I , I NEW �l WNE:AA-30 ZONE(Ml1LWAMILY ASSWI[D NOUSNC) �t-�"�—� � slow•No SNOW ••z: '`-!v rs )PNTM ®1 Comm tmTeDSED l M twMAL •f--_. •••-- �:•L g "cz F or OEM �I !p S pQpQ sQ LOT AREA •-15 ACRE] 9.903 AO SAM , yr '-"" _ .vF w LOAM m LOT FRONTAGE SOOT 70r Tor aP-NP I / �. - - sum FRONT rARD a0' A -I-�./ • / `,�s �`F'n:s I Has• 50.01 oInLL7 r� !r SEE TARO 1r(1) fix 17x/&r p) OUTLET /_—'^� �_.._ J`''''- Jt , _:.,t• ".� ' MAIM YNMT tr(1) SIN MIT 01•-M NO r / � is_�t+;��•Gir_ � 4 SL•DNO loan 3S - .,J- G'w,[. , =•;���,�•,.•:•.'..�.:` / 1g I/A10tC 1.7 V. T - 1x(3) PAC, EX=sTJAG xr,D T"``.V' 1r111ggCI1 /UNI \ / PED MOT COVERAGE tax 1719 117E �, an1ss AC (uss) 31n AC ptrq , arruT hFe r'PtYa` E LT1O1OENBatO wM s COF4EIfA'A1101(MOE 1s lIK PEN 14sUNTa AC M(4) /.AlDENSITY n✓ A J OPEN PACE 36 3021(MIN.) E4•� [ASE]OO QE TES UNITED _al(✓f�) \ 'l (1j ws sEE M RUR rAllOs MOUSED ADM A COMMON NMNDW OF AN AOMCEM �,0 P•" t FINa1 S // / ` • CONaOSM N(10, (z)na sNx wtlo(1r RmuNm) / ss A1DNo aoFsaualm ue(No sslawc Maa m) (' _ _ 7owN oc^ YrNDseR / 3)7•INS 13)/.Ntl10 SP/Gf]MOIMIED61GNAtURE / s NANOIAiW SPACES PLUS 131 COMABTIO m SPACES(tx TOTAL DEPICTED) a� 1.74 SPACES PER IMT - ---_ r ' \� `•� 1 (4)SAO TOTAL ACRES /DA \ C-SP■ C47 ACMs or EEnAMM WTR000RSES.SLOPES N[MLLa OF 163.LLT . UllDMU AREA-IL33 AGMs / / Oi a 79 PROPOSED UNrs-14.63 UNtS PER @U^�N ACM _ i / aN1sr f v Y i I 1 ` RECEIVED JUL ZO 2017 South Windsor Building De artment l i 175- Oc�tcla,�c� {zd 1 '7U O yG2 1� Duct Leakage Test Compliance Report I'lom e Isere 2012 IECC with 2016 CT State Building Code Amendments technologies H� si Property Information Street Address:175 Oakland Rd City:South t1/indsor State:CT Zip:06074 Customer:Metro Construction t Conditioned Total Leakage Test Unit# ! Floor Area Test Result CFM25 per CFM25 100sf of CFA Result 1101 i; ' 987 55 5.6 1 102 I 987 77 7.8 * 1103 1 987 61 6.2 1104 1002 55 5.5 1105 987 73 7.4 1106 1002 59 5.9 1107 ! 987 45 4.6 1108 1 987 65 6.6 1109 + 987 51 5.2 1110 1002 47 4.7 ' 1111 987 67 6.8 1112 1 1002 55 5.5 f 1( *All ducts and air handlers are inside the thermal envelope and are therefore exempt from IECC duct leakage test in I � I � 1 I certify that tl':duct system(s)at the property shown above have been tested in accordance with RESNET Standard Section 803.5 (Total Duct Lec. age)and/or Section 803.7(Duct Leakage to Outside). David=� Hiscocks RESNET#4256448 12/21/2018 RaterSignatur Rater Name Rater Number Date Home Energy Te hnologies LLC, PO Box 364,Chester,CT 06412 (877)800-6440 info@honmeenergytechnologies.com OHome EnergyTecM�'ologi es=2018 i i t r t- Air Sealing Test Compliance Report Home 2012 IECC with 2016 CT State Building Code Amendments Energy Technologies Property Information Street Adcl6lss:175 Oakland Rd City:South lllindsor state:CT Zip:06074 Customer:hIetro Construction Floor Area(sq ACH50 Code Test Test Result-- Unit# (CFM50 Volume(cf) ACH50 Result Pass Fail ft) Limit ( � ) 1101 987 5.00 382 10364 2.21 / Pass 1102 ;: 987 5.00 529 10364 3.06 Pass 1103 987 5.00 479 10364 2.77 ✓ Pass 1104 l; 1002 5.00 588 10521 .i 3.35 o--' Pass 1105 987 5.00 555 10364 3.21 Pass 1106 1002 5.00 426 10521 ./ 2.43 / Pass 1107 987 5.00 400 10364 / 2.32 / Pass 1108 r 987 5.00 600 / 10364/ 3.47 Pass 1109 987 5.00 576 10364/" 3.33 .01' Pass 1110 F 1002 5.00 432 10521 2.46 Pass 1111 987 5.00 555 10364 / 3.217 Pass 1112 p 1002 5.00 411 10521 2.34 Pass a f f f i t i 7 pF 7 I certify that thA building envelope tightness of the property shown above has been tested in accordance with the RESNET Standard Section 802.5 Procedure for Conducting a One-point Airtightness test. David Hiscocks RESNET#4256448 12/21/2018 Rater S',nat6re �j Rater Name Rater Number Date Home Energy Tec,inologies LLC, PO Box 364,Chester,CT 06412 (877)800-6440 info@homeenergytechnologies.com QHome Energy Techr;ilogles LLC 2018 1) I i Electric # APPLICATION FOR BUILDING PERMIT Plumbing# HVAC# I75 0e-k•1 y Pocj 61jg Date: 101/0117 Sprinkler# . FINAL APPROVALS Estimated Cost $ 33 GD r (]O Permit Fee $ (0 D47 Building COMPLETE RED BOXED AREAS Occupancy Fee $ 3[� Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit No- ON REVERSE SIDE t Appn for t1 Total Fee $ (Ad77 TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ ' c11 The undersigned hereby applies to do work according to the following: Applicant me-4ro Corn. LocationofWork 1-15 Dak(and 'Rotd Lot No. 13"it&105 1 Applicant's Address y Ev.eLutiye. br i dG I S w-i ;c. 100 Tel # 860. 6-14-5664-7 Town Fo--nh; r+Q+or%, C,T Zip01603Z Lic.# J1C.C:>.0g00434 Owner Ierr 4 Iact#cJ• --La-. Lt_C Architect A SsoLi jecl A-rCh i+G e-+S Owner's Address fo F-Y&- :ye.Dyixot- SN.itt lot)Architect's Address _ -�'I Nor-H-%WC.5+ �r7 vG �✓yv►inQ}O y LT 06o3Z Zip :;noj^vwe, LT Zip 0606L Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area (05-F Purpose of this permit RW16 i nu Peei�rr►i-f )d � City Water 11 Well J Septic System :1 Sewer ;2A11pty%S Ins: HO SP Area Basement Garage Approved by ate t' f t 7 Use Group Construction Type Revised 1108 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 � ,, M e r"v P1(0j ell �l v►+ug{? I hereby apply for a Certificate of Oc an for t work described in this application for the permit. rr ' Signed ) J � DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS �40,0N dt+``� 1 e � 4 0 1540 SULLIVAN AVENUE•SOUTH WINDSOR, CT 06074 J�osoa.co TELEPHONE(860)644.2511 AN AcT CONCERNING CONCRETE FOUNDATIONS: Section 1(Public Act No.16-45)(NEW}(Effective October 1,2016)Prior to the issuance of a Certificate of Occupancy for a new residential or commercial building for which a concrtto foundation was installed on or after October 1,2016,the applicant shall provide the Building Official with written.documentation of the name of the individual or entity that supplied the concrete and the name of the individual or entity that installed the concrete. Copies of such documentation shall be mamtan a in the records of the office of the Building Official for not less than fifty(50)years. Please fill the information in and submit to the Building Department: Date of information received/fAed: 117 Project location: 75 Oak IU Job description: 7u i d�I�►�j CONCRETE SUPPLIER CONCRETE INSTALLER,) Name: r f 1 a eve. Name: p L e , ►,�-1 C (Please Print) (Please Print) Address: ( v Address: V �J V,eh�- C t V V sO l e C eV ",1 G r Phone/Contact: �6�J �- Phone Contact: $(9 C) APPLICANT/CONTRACTOR Information: Name: /l� e��v C (Please Print) _ f X p�u & a-4 7 Address: r✓ C PhonelContad: �Gd �-5 v V1 1� E-mail: Signature: INSPECTION FIELD SHEET 01/22/19 Printed by Acevedo, Maria 14 41 38 INSPECTION: 99033 FRAMING (ROUGH) PERMIT: STATUS APPLICATION: 201701415 LOC: 175 OAKLAND ROAD SOUTH WINDSOR PROPERTY ID: 65700175 OWNER: BERRY PATCH III LLC CONTRACTOR: REQUEST BY: PROJ DESC: BUILDING PERMIT FOR APARTMENTS. BUILDING 1 WORK ORDER: INSPECTOR: ROSE RESULT: PASS REQUESTED: PRIORITY: SCHEDULED: COMPLETED: 07/09/18 UNPAID FEES 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS IMPROPER TERMINATION OF RADON PIPE IN SEPARATION WALL. CHRIS AND I MET ED PROJECT MANAGER WHO PROPOSED RADON TESTING SITE. ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 11/30/17 ROSE PASS P002 PLUMBING UNDERGROUND WATER TEST UNDERGD SAN.PLBG 07/09/18 ROSE PASS P004 PLUMBING GAS TEST PRESS TEST ON GAS PIPING APPROVED FOR METER SERVICE 12 UNITS BONDING TO GAS PIPNG INCOMPLETE. TO BE DONE AT HEADER NEAR MAIN. 07/09/18 ROSE PASS E003 ELECTRIC ROUGH 07/09/18 ROSE PASS H003 HVAC ROUGH WALK THRU WITH ED 07/09/18 ROSE PASS P003 PLUMBING ROUGH WATER TEST RG. PLBG WV & PRESS. WATER PIPES 07/16/18 ROSE PENDING B004 INSULATION CONTP�. TO CAP ALL RADON PIPE TO ALL UNITS. TO INSULATE BELOW STAIR TO UPPER UNITS 01/16/19 MAUL PASS F005 FM PENETRATIONS/SEPERATION APPROVED - CODE COMPLIANT 01/16/19 . MAUL PASS F025 FM EMERGENCY/EXIT LIGHTING APPROVED - CODE COMPLIANT 01/16/19 MAUL PASS F035 FM EXITS APPROVED - CODE COMPLIANT INSPECTION FIELD SHEET O1/22/19 Printed by Acevedo, Maria 14 41 38 O1/16/19 MAUL PASS F040 CO -FIRE MARSHAL INSPECTION APPROVED - CODE COMPLIANT O1/17/19 DOUG PASS BO10 FINAL O1/22/19 FOLG PASS Z003 CO PLANNING INSPECTION 201900038 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF OCCUPANCY DATE: 01/22/2.019 FEE: GIS ID:65700175 P,. „ZQNE: MUNIS APPLICATION# 201701415 ti :t THIS IS TO CERTIFY THAT y 175 OAKLAND ROAD UNDER APPLICATION NUMBER 201701415 CONFORMS SUBSTANTIALLY TO'THE REQUIREMENTS OF THE CONNECTICUT BASIC BUILDING CODE AND THE ZONING REGULATIONS OF THE TOWN OF SOUTH WINDSOR-ANDISH EREBY APPROVED OF OCCUPANCY AS INDICATED BELOW: ` " a APPROVED FOR OCCUPANCY BUILDING PERMIT FOR APARTMENTS;BUILDING 1. SPECIAL CONDITIONS NOTICE: IF THIS CERTIFICATE IS LOST OR DESTROYED,A DUPLICATE.SHOULD BE OBTAINED IMMEDIATELY FROM THE BUILDING DEPARTMENT. `> CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILD 0 ICAL 1/22/2019 2:40 PM ANY CHANGE OR EXTENSION OF THE USE HEREIN APPROVED REQUIRES A NEW CERTIFICATE OF OCCUPANCY t)EPAR'I'MENTDECISION APPLICATION FOR PLUMBING PERIVIIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT f boa 3 APPROVED 1540 SULLIVAN AVENUE 01 644-2511 EXT.230 Bldg Permit# (Date) (Building Insp Application must be printed or typed FEE SCHEDULE Location of Job• $0-$1,000=$15.00 Street No. Street No. Over$1,000- / l $15.00 per$1,000 DL{7/ /�/���✓� or any fraction thereof Tenant Designation Apt.No. APPLICANT APPLICANT ADDRESS -7 kE APPLICANT PHONE# O -7 9 0�1 N OWNER St OWNER ADDRESS M6 OOWNER PHONE C ESTIMATED COST $ �C) coo , () U ' IS THIS A CONTRACT COST? YES CiNO FEE ENCLOSED$ 0 0 TYPE OF JOB: �SOR•Cod -New Installation Alteration/Addition Repair �2a��a�y15 Revised 12/22/11 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A RESIDENTIAL BUILDING PERMIT APPLICATION? P YES ❑ NO O BUSINESS O ASSEMBLY CURRENT USE AND OCCUPANCY O MERCANTILE O EDUCATIONAL FUTURE USE AND OCCUPANCY ,(✓1 alms O FACTORY O STORAGE ENGINEER'S NAME � ,Y t/Z!l,PHONE a(X,� ��•�� O GARAGE ADDRESS V c2 O MIXED USE (Other please specify) CITY ���/{7��y STATE ZIP TYPE OF INSTALLATION + (kis �����^ SIZE OF MAIN DRAIN NO.OF TOILETS_12, STYLE I.Z3 rI`Ak NO. URINALS�_STYLE NO. OF BATHTUBS 12— NO. OF SHOWERS 0 NO.OF LAVATORIES I NO.OF CONDUCTORS SIZE NO.OF STACKS SIZE AREA OF ROOF _ NO.OF CATCH BASINS NO.OF FLOOR DRAINS NO.OF OTHER FIXTURES (7, KIND +1 r{'e-kaj$ I 'Z, Z ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW O YES ONO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANKJctl SIZE OF WATER MAIN Z` SIZE OF WATER PIPING&RISER �> /y WATER HEATER: TYPEE� 6Q,�> MANUFACTURER �`V 5 n 14 ESCRIPTION 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. CONTRACTORS LICENSE NO. TYPE STATE 7 SIGNATURE OF APPLICANT DATE Z 'r APPLICATION FOR:ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT 1-7o oy 3" APPRO 1540 SULLIVAN AVENUE �i .i ►- �,, 644-251 l.ext. 230 Bldg:Permit# ��jo 6?w Date Building Insp cto . Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 1-75 Over$1,000= Street No. Street Lot No. $15.00per$1,000 LAr,(+s lUt- ! 17— or any fraction thereof Tenant Designation Apt:No. APPLICANT 'R3 cx3..:�\e1b £\e t_ C-0 APPLICANT ADDRESS 182 pc�woe� ,Q, %�cc\a�,.tiC� �5t,a33 APPLICANT'S PHONE# $br• %0,0• Issas N SF OWNER F�c vv. '-PcL4 c_,h "to* -44 OWNER ADDRESS 6 �XC< u� Zvi rP Su:�-1-2 100 LT 04 * OWNER PHONE --7,-4 J(:,L4 1 C ESTIMATED COST$_ j 360 0 0, 0 U IS THIS A CONTRACT COST? Yes No o G FEE ENCLOSED-$ 0 TYPE OF JOB: 41 c k SOR•CO ✓ New Installation Alteration/Addition/Repair 1-761y1� Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE©F BLm_.nnvr. IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION?*�d YES ❑ NO RESIDENTIAL CURRENT USE AND OCCUPANCY A 30��Re-Si ctJlI snS 1 ❑ BUSINESS ❑. ASSEMBLE' FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME Q6L Cor)saj'+inql-_ rn- PHONE 9C0.231o,g229 0FACTORY Q. STORAGE ADDRESS 3 2 I..-t!2.e e- Aver u-o. ❑ GARAGE ❑ MDC✓D USE CTTy \,,Aj'i hcl s o STATE C J~ ZIP G Lb LS PH (Other please specify) TYPE OF INSTALLATION I WIRING METHOD c,e^ �� SIZE OF SERVICE \Zoiz\tov SIZE OF MAIN CONDUCTORS. NUMBERS OF METERS NUMBERS.OF DISCONNECTS AND RATINGS NUMBERS OF PANELS 13 NUMBERS.OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES, NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS: 1. NUMBER'OF A IC CIRCUITS \Z SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCREMON OF WORK LUit* rti¢wcPoC�w-�..� b�i „n P?� \onacry ��12 Werk. "c"CAv6-tS SafV%(.e.�t �cc.�clw �ZCr kCGw Ve� e� THE UNDERSIGNED HEARBYAPPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORK CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE \ Z 1 Oj 0 a D �77 SITE COMPLIANCE CHECKLIST1d l4 TOWN OF SOUTH WINDSOR,CONNECTICUT sINe � Ndr ***** FOR C OF O***** ADDRESS WCP n S ROO J LOT/UNIT# �' Reviewed by afl (Engineering) CONTACT/DEV M L 1 V V l O VI VL4 C�(\ Date Reviewed 18i 14 40�kd/Denied PH# KID U a�� `,7 77 Reviewed by (Planning) Date Submitted ��✓� Y Date Reviewed / pro�Denied Date Reviewed Approved/Denied(Health) 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; —y a. sanitary sewer/septic systems _ b. foundation drain C. electrical&telephone d. water i e. Qthgr4 �h r.� 5. Sewer connection charge paid 6. Appropriate certification 7. Bonding 8. Planning&Zoning/ Inland Wetlands Considerations a. Lighting b. Signage Freestanding Wall C. Fee ffin--lieu of Open Space COMMENTS: s/engineering/molloy/site compliance cheddist EVER 26412 WIRISER slow- T 130' DMH 16 ,0, 4 126 RIP-WZ- 1 7 Btr WALK BL4q cl cl 210' 240' INLET 20, 2.0' C3 EXIS77NG FRAME BUILDING CA rV BOX BUILDING I 13 I Q FF.'128.1 ROOF PCAK.•159.25 13 &Er 121 C3 10, mup ------ �i + 2,10' 218' BOH 0 9 BOH NO 05 21 0 EAD I W AN �VCP SIGN 8/r W" FENCE' r=­; - . --'I— MAIL + + DUMPS7FR PAD vm +\ 4�3 Btr BINDER DMH COURSE CO 17 DMH 14 005 17 81r. WALK D + 6P-ZGN 0, S.Y. • Erb M.01 CB Y4 .01 -o' 1mrr A,#7 CcvvC. Zows;-our(ryp. PAD 544 07270E v W K v LL s 226.14 S44 0727E Q /� o X o c c N 0 X tB )AD o� In L > o i� o 194 ti� ��F o`9 = O I I v 481.04 - - - - - I Lu O Wm a^0010 or- 4 W 30 z °gklNO J4 a an LL V O` O\ H F- Q W a O I N Z a c ar v - - G 16 P�<J 1 OQ�ti�eG F� � .0 3 � z Q P�1 Q 0 �QG 0J� ti6 �O°� ��� I=- Z Lu aot 446" ye o ��`5E� <qNIL 0 e '�yfCaa O o CT co z j DIMUTE 30 �p o Ac - Lu N Z -1 o d {7 N a c Z F wv SrRFFris SITE �� O _ O W wwv `- - - - - - _. , - c m moo. N �_ p E oc SIGN \ L Sl p& EVER 26412 W/RISER \ o c \ � o am-- m DFrA I NC �U BR°0 O� a Z- _.- -• SK __ O 41 a� U J .J --� �.. _.� / _U_ - - i =_ -- - - - - _ - - \ I p / rI OMH73 `p a - O > ` \ / 30- 129- -� - 1 - 'M..� -M�'12U- - `•L.3' - / - p `"' \ I ✓ / / / I_� a 'f�' CB#6 _ _ � � � a p -1 12 / � � -- - -•_• DMHf6 - - - -126- + �-k / \ O ,ti \ �• E - / I TEL.BOX 50' F Y. , o / �6. _ _ _ _ 0 �- LOCATION PLAN �� o _ h 126 RlP-RAP i \ x / \ BIT WALK \ - �6 / _ __ ti6 ry6. 1�y. ' - �O+ 6 fc�v_ -< -�\ -- C- 12s- - --' / 1"=1�00' � tg< 1 \4 cv �, - - - - / >s3 8st , oil. / D4 ^ 8% ° f 24.0' 56.7' 24.0' ❑ \ OBOH \ I N E v $ // 2.o' ❑I INLET c ' I 2° \ I \ ti6hk /1wv 1 hCi �d \\ +`�6 +`�6 a $ n s o ° a� + / + " %v \ B/T BINDER / CAN BOX +1tib \ 1�� COURSEwv LEGEND o s ,\ ❑ EXIS77NG FRAME BUILDING J /IRP / / AREA UNDER CON57RUC77ON ° 3 r o BUILDING 1 \ / \ EXISTING DESCRIPTION _ ❑ o FF.•128.1t\ cv ° ❑I ROOF PEAK. 0 1 y1� �� / / [� 0 \ _ a I - -1�27 - , DOMESTIC WATER INLET#23 o i ❑II r.. �� - D kti / (D \ { - - - wx- - - wx- WATER MAIN �\ 2.0' INLET 4 f \ + 1 �1 K ^ ' - - BIT. WALK T L.R X g - - 111 , # D 51cQ o - wsx- - - wsx - WATER SERVICE M 2.0' _ D \eir. WAC - DMH#11 10 , 1�1 O O \ ` J L - - - - - _ _ - - - - - - - - I �09 FIRE HYDRANT 0_.: \D O� \ 55.5' 24.0' .��cv9- OMH�jF7 - - - - Wiz, e _ - - - - - - - - \� -� L_ 4' 236 BOH ©5 eoH k OT 1 El 10 - - - ' 3 _ ;� 1 ) - s, -� '127 _ NATURAL GAS O O N titLo 0 o ro / ----- ~ - - �NCEr#�3\ ) 1s.s' w 1s.9' S2' 119.61' - - - cx- - - ox- GAS MAIN a C7 > U IT r _ _ 35°' 1 ��2 12�- \ T INLET#5 \ \ W colvc. 61MMH 5 i ` - _ W N4552'040W POWER Cc O �o Cc \ # ❑ - �' � EOx ELECTRICAL LINES, OVERHEAD o- N N - �D n- c Jx 126.8 1 hp O 1 ° FENCE �6 HOCP SIGN BIT. WALK t SIGN ---• ❑ ,❑ 34.0' n 34.0' 34.0' 1 Z W r - I �� \ - - t o - - a X CEO ELECTRICAL LINES, UNDERGROUND O op Z TYP.) \ 262 \ 1 MAIL hJ -\ 34.0' e o o b - h O / II EUx EUx - W ILA lv ° +�� BOXES�6 � w ? o �k m V I w \ \\ ) +` -, 5e 12.4' 124' 5.8' +,T6. k /* ' �� 1�2' EXi577Nc n.3' UTILITY POLE N 12.5' / � BUILDING 6 tv LL cn ° \ 12.5' o 6� 1�0 SMH I I \ a FF-727.7 1 PROPERTY � `( DUMPSTER 1 g ,yk ��6• INLET#14 m 1\ + - �� by \ 1�y. I A/C UNITS(TYP.) z o� D4 / - PROPERTY LINE n1 1�y h PAD +`� +1� \ + / CO ❑ o `I 19.9' 1s.s' o ao } o + EASEMENT LINE Z r BIT. BINDER \ w o o G EXISTING o ) " 6 INLET STRUCTURES w z 3 m e COURSE OMH ❑ 'No EXISTING N BUILDING 5 \ c� �� w O IRON PIPE 0 Q BUILDING 5 FF:127.5 1�I J Z _ v�2 7�L B INLET ' a M o t[) C8#7 IN s �26' / +1��60 FF.127.5 INLET#25 I J p�1 / o #/5 40.2' STRUCTURE TF INV INV INV ® IRON ROD eir. WALK �6 cs s D4 ti5 I\ N N Un # ( ) � MONUMENT _ DMH#4 \ \ \ k� o 12.6' 1 +1 �c v - INLET 3 127.81 124.42 (8"E) 125.25 4"W L- CPAD 12.6ONC. ' CPAD 58 lT. WALK �� l 20.0' L I INLET#4 127.86 125.54 (4"W) 124.44 (8"E) ROADS ° D OCS#1 W/ VINYL 12.5' 125' i W/ VINYL 2D° CA TV OX �p Q BlT WALK p D FENCE `v m CB#9 �i1 0R �"ts- SIGN _ FENCE N o CT INLET#5 127.25 124.97 (4"W) 125.03 (4"E) 123.84 (8"N) �- D 1 kr2s ,726 1�6 2S 5.8' (ryp) o o (TyP)Gov. CAN BOX I 20.0' x # 124.43 121.04 8"N 121.81 4"S k ?¢ o 0 34.0' INLET 6 ( ) ( ) E- �� 1 + D SIGN \ g9 34.0 34.0' \ 34.0' I ❑ I 20.0' # SITE FEATURES Z 9 +\ _ _ INLET 26 INLET#7 125.35 121.94 (8"N) 122.88 (4"S) . . U Y. ✓ IN ET#8 0 l- ----� EDGE OF WATER 1 S' ° F Oy CB 4 \ -_ - - - - _ p 6 OCS#3 1 �6i w INLET#8 124.84 121.44 (8"N) 122.59 (4"5) ~ J 12 + 1 40.2' a U < -- \ o �� STONE WALL W DMH#11,c 350' + 0 ,�� 125 --�'st �� \ C! INLET,:9 124.28 121.82 (4"W) 120.88 (8"E) Q Z O INLET#6 DOWNSPOUT(TYP.Jw 1 Q B#\3 6 12 NIV. BIT. WALK OR TREE Q INLET 7 w CONC. +. j _ I I EXISTING INLET#10 Z Lo # I PAD k� 1�_ �y'125_" °2-- - �' . . . . . . . . . . . . o \ \ �/+ t` 0 9 - ra 9g_ - _� - BUILDING 6 Q r- • � 2 W/ VINYL EX/S71NG � OCS#6 � / 'y o. 1 125-� I I /9.9' FF-127.6 1s.s INLET#11 TREE LINE Q V y a FENCE BUILDING 2 ® I \ D BIT WALK - o l T#16 1 2.0' N 1 r� INLET#12 SANITARY SEWER Z r . v ROOF PEAK-159.14 (TYP) FF.•125.6 - o ?I 173' ROOF PEAK:156.97 17.3' 0 I BIT W LK` / \ +�/ / Y I y\ \ ° INLET 13 125.42 - - - Sx- - - Sx- ��� INLET#22 425' 1 1 # SANITARY SEWER MAIN Q <�.."5 � ! 124 .---. 14.0' 14.0' y,^�• 6 }•P \ N / IG, 3 1 ( '"-"'1\ I BOH INLET '1L ° ` +,l �� I I 172 1 INLET#14 125.49 N/A OO SANITARY SEWER MANHOLE O Q Q INLET s D4 \ ce 11 STORM SEWER 1 I a z z l • � 4z5' 14.0' a �' 1.m' # I' INLET#15 Ln O U 19.8' 19.6' I \ \ \ V - _124 °p I / 14.0' 2.0' 2.0' INLET#18 0 124.4 CBI¢f0 I o o INLET#16 124.10 120.69 (8"N) 121.84 (4"S) STORM DRAIN PIPE � Z I A/C UNITS(TYP.) � I \ a E EwsriNc 'g9 wv wv # Z INLET 17 w \ / ❑ 1.0' ❑ cATveox BUILDING 4 �ti 6 35.0' OO STORM DRAIN MANHOLE 1 ry FF.124.5 \ k' SMH,#4 �5• 199 INLET#18 124.06 122.63 (4"W) 121.38 (6"E) ® CURB INLET N o 40.0' °• 1 11 ❑ EXISTING 2 0' A/C UNITS(TYP.) a k� + Z 199, _` \ 1\II N hk' r +1 BUILD/NG 3 b 1� I ` \ INLET#19 123.45 122.14 (4"W) 120.81 (6"S) (n W C, TV ao <T wJ4 e N � + k l 0 \ - -- WETLANDScc + N FF 124.5 `� �11 \ k B& INLET#20 v z.o' k . \ � I ROOF PEAK.•15CATV BOX II � INLET#19 � ❑ \ � / / '�' WETLANDS LINE � O L \II\\ 20.0' L 1l\ i _ _ A/C UNITS (TYP.) 2.0' r \ _� - BIT. WALK^ - - - - - /i INLET#21 124.80 121.39 (8"N) 122.41 (4"S) LL 00 INLET#24 1 / 123 CONC. °' \ � PAD ❑ 1. 14.0' 20' 14.0' , i' H#1 i INLET 22 124.87 \ 20.0' 2o.0' tik)� 7 a �h H W/ VINYL 42.5' LLLJJJJ \ - o L� ° # 121.44 (8"N) 122.21 (4"S) co �-o o 0 N \\ ti BIT. WALK +1 y. FENCE N / /° - - _ \ / INLET#23 126.76 122.59 (6"S) wv cv +`� 140' 20' (T�) 2.0' 4.o' 3 `!�� _ s I �2 / ° ` - - - - \ \ NOTES o pQ 42.5' ��j �� A \ / / 1 �\ / INLET#24 123.65 117.82 (24"E) 1. PROPERTY IS IN THE AA-30 ZONE. m l BOH m o ocs#4 / / \ 2. TOTAL AREA OF COMBINED PROPERTIES = 427,025 S.F., 9.803 ACRES. J J 4O0 CPAD #1B ` J .-.J �1 / \ / INLET#25 J. HORIZONTAL DATUM IS BASED ON NAD83. VERTICAL DATUM IS BASED ON o W FEVINYLNCE o Iv o L_--- 0 - 1 h� I \ r\ 123.6x CONC. DUMPSTER PAD o // // /� / ""� NAVD88. ti I // // ++' INLET#26 126.06 121.37 (24"W) 4, WETLANDS WERE FIELD DELINEATED BY PIETRAS ENVIRONMENTAL GROUP ON 1 ( ) I / C a �� �ti� +N MGvv cv INL�T , tt^ '(0 // D_ �v I Z lV l \ +, a W , #20 - - o / / / / / / 11T 19.8, EXIS77Nc ,s.a' ) �a E /23 j \ / / / AUGUST 2016 AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. 0 1 BUILDING 2 AUGUST 2016. \\\ o FF'125.5 ti / maU#7 T ❑ T1, o / ti ROOF PEAK.-156.92 123. x (� ° / / / - 5. PORTIONS OF THE PROPERTY FALL WITHIN THE LIMITS OF FLOOD HAZARD oN (� I ° ocs - % / j j j // N, 13� / / lG/ / ZONE 'AE" AS DEPICTED ON: 'FIRM FLOOD INSURANCE RATE MAP TOWN OF 173' 1z3 CB! 0 kti ° / �// / / SOUTH WINDSOR CONNECTICUT HARTFORD COUNTY PANEL 383 OF 675 \\\\\ #� 10 / \ +��ti' ( - / / COMMUNITY PANEL NUMBER 09003C0383F EFFECTIVE DATE SEPTEMBER 26, \ o N I \ _ - - i // 2008 FEDERAL EMERGENCY MANAGEMENT AGENCY FEDERAL INSURANCE z 1`\ \\ o q / \ /�zz/, 1� // ` r / /° / 6. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED O \\\ I I I I i + + / 0 +�ti \ ®i AND NOTED HEREON HA VE BEEN COMPILED, IN PART, FROM RECORD / 81T. BINDER �tib dcs #7 \ o o /RIP-RAP MAPPING SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR \\\\ I (� B1T. WALK _ ` 1ti�' / COURSE + DMH#l0A \ GOVERNMENTAL AGENCIES, FROM PAROL TESTIMONY AND FROM OTHER W \\\ \ I<\`\� tip' ocs#2 � - -' / D + y 2 / / o SOURCES. THESE LOCH TIONS MUST BE CONSIDERED AS APPROXIMA TE IN / DMH#1 / # / / ) NA TORE. ADDI TIONALL Y, OTHER SUCH FEA TURFS MA Y EXIST ON THE SITE, 0SP / / ( THE EXISTENCE OF WHICH ARE UNKNOWN TO DESIGN PROFESSIONALS, INC. 4 \\\\\\ \\�T`y� �- --120 - --_ -zJ-223 / cB12 \ / C THE SIZE, LOCATION AND EXISTENCE OF ALL SUCH FEATURES MUST BE \\\\\ \\ _ _ _ = eN 5'„A J \ D _ __1217 x - - d 1 C� ' FIELD DETERMINED AND VERIFIED 8Y THE APPROPRIA TE AUTHORITIES PRIOR \\ SMH \ �� _ / 7. CONTRACTO TTORCSHALL CONTACT 'CALL BEFORE YOU DIG- FOR UNDERGROUND / -sue#s UTILITY MARKING A T LEAST TWO FULL WORKING OA YS PRIOR TO START OF - -10� 6 a - - - - - - - - DMH#10A 122.99 CONSTRUCTION: 1-800-922-4455 OR WWW.CBYD.COM. \\� ;; ; _ -__________ _ _____ - _-cam`___- - UTILITY STRUCTURE TABLE DMH#11 127.81 121.81 (30" E) 121.41 (30"S) Lu o -` STRUCTURE TF INV INV INV INV \\ - - _� _ - - - - - _ \_- - - - - - - DMH#11A 125.80 ° \\ \\ - - ___- --__- -� � � - - -_ - � - - Ce 1 121.78 # MAP REFERENCES. p # 118.0 (12" W) DMH 12 cB#2 12o.95 115.85(15" NE) 115.82(15"SE) DMH#13 1. AL TA/NSPS LAND TITLE SURVEY BERRY PATCH Ill, LLC 175 CAKLANO ROAD .3 - - - - - SOUTH WINDSOR, CONNECTICUT FORMERLY KNOWN AS 151 & 195 OAKLAND ROAD Z Q CB#3 124.25 117.32(15 NE) 119.07(15" E) 117.13(18" SW) DMH#14 127.37 DATED 8/25/17 REVISED T ''O 1/18/>8 SCALE 1 =50' BY DESIGN PROFESSIONALS, INC. o CB#4 124.49 120.77(15" NW) DMH#15 122.28 10 JCB#5 125.40 119.95(36" S) 119.91(36" N) DMH NEW -8.6 N 8"PVC -8.5 S 8" PVC SURVEY NOTES CS#6 124.95 120.27(36" N) 122.87(6" S) 123.05(4" S) ocs#1 126.08 123.18 (36"N) W (N/A) S (N/A) 0 cB#7 124.41 120.47(12" SE) ocs#2 123.11 117.28 (36" E) 117.60 (15"SE) 1. THIS SURVEY AND MAP HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STA TE AGENCIES SECTIONS 20-300b-1 THRU N Z 0 v CB#s 125.64 121.7s(12" SE) ocs#3 126.03 20-300b-20 AND THE 'STANDARDS FOR SURVEYS AND MAPS IN THE STATE � W Z o N OF CONNEC77CUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND m ' CB#9 125.65 120.22(12" NW) 119.44(12" SW) OCS#4 123.880 �// 0 V CB#tD 123.930 19.79(12" N) 118.38(15" NE) 118.28(15" S) ocs#5 123.02 SURVEYORS, INC. ON SEPTEMBER 26, 1996. W I.. cc Q os#11 124 N/A 12s.2s ocs#s • TYPE OF SURVEY IS AN IMPROVEMENT LOCATION SURVEY-RECORD AND a 1° IS INTENDED TO DEPICT THE LOCH TION OF EXISTING CONDITION RELA TI VE 0 0 � � ocs#7 1ts.a7o 11s.zs (s"coNc) o ce#12 121.17 117.89(12" SE) TO EXISTING PROPERTY LINES AND EXISTING & PROPOSED EASEMENT 0 w;/ DMH#1 122.96 114.90 (15" NE) 110.39 (18" W) 110.89 (15" SE) W0U#1 121.58 115.54 (125"W) 117.18 (15"E) 115.29 (15"S) LINES. a CL G J > O m Q DMH#2 122.06 115.23 (15" N) 116.66 (12" E) 115.20 (15" SE) 115.22 15" W SMH #1 121.96 ', ( ) • THIS /S A RESURVEY BASED ON MAPS REFERENCED HEREON. y sMH #2 1z1.sz . HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS. VERTICAL a M DMH#4 124.61 _ e DMH#5 127.70 SMH #3 123.02 46 21 SMH #4 124 DMH#6 126. . ACCURACY MEETS CLASS V-2 STANDARDS. WL TO MY KNOWLEDGE HEREON EDGE AND BELIEF, THIS MAP lS SUBSTANTIALL Y CORRECT AS NOTED 6 �� �/ DMH#7 127.83 119.93 (42" W) 120.13 (8" PVC S) SMH #5 126.35 SHEET DMH#8 126.07 117.57 (12"W) 117.57 (15"S) CJ DMH#9 12327 iL DMH#10 125.54 LAWRENCE R. GEISSLER, JR., L.S. LIC. NO.. RECEIVED JAN 18 2019 SOU-1-1-1 WINDSOR ENGINEERING DEPT. lq THE BU►LO NG DEPT. TOWN OF SOUTH Wrre ..� copies ThG eertifred th,t thof is plan and ficatens elected at the Proposed building or slteratfone r o 1 b. together wit-----� ��statedflied 111h plan M-nd,lnts ' and i BUi ding and state I-, ree to co. Ply w hall lon street issed by the and 40MRS, of it:(s l? ditty De a a c pduri s shell be Permit. aPPlicatlon and fi PI 4nrnt during Pendency issuance of a buHdina SIR led This Plan IS aP*rtlers and •r nan,; Subject to the e0lllpiwd w,t es regulating buildinnd�n that Conditional g shall be' APPrbved These filed with ,t2u coin" In QPS Ctp� C7*rt. `-` No. -6 - ' REFERENCES: FlIX02- %J Tn 51VET 393 w��rs�;�- -�_._ CALL BEFORE YOU DIG - CONTRACTOR SHALL NOTIFY UTILITY COMPANIES OF THIS PLAN REFERS TO THE FOLLOWING � oPp'KInimr. P OVATIMI AT r)P KIP-OR PI IRI Ir I ITII ITIP'C f AI 1 1 -S2(1(1-Q77-dd�,�, ofAAI mrr-I Cr% -nm#,%r-n-r° °. -rf%nr%^r5 Al f11V1 ml A.1 ,.4 °_ 4^1= ^A1,1 ♦.111 M^An LlniITU y �j �•1-°%v/ \ vI 1IVIv / 1 VIA IVL! \I % , VIJ LIV V IILI 1IL`J• V/\LL 1 VVV ,.JLL -TTVV I. rLJ11Y GIVIIII�GU rRVI'GT�IT a IVrVVIWrlliti rLi11V, I'tJ, I51, a 1y,7 V/'1n1../'11vv RVNV, JVVIn r/l (Y]Ury CO w _ N AT LEAST 48 HOURS PRIOR TO BEGINNING EXCAVATION. II WINDSOR, CONNECTICUT- DATED 10/7/2016 PREPARED BY DESIGN PROFESSIONALS, INC. I � pa mo .............. SITE LAYOUT PLAN NOTES: Q TF.130.53 1. 'CALL BEFORE YOU DIG' - CONTRACTOR SHALL NOTIFY UTILITY COMPANIES OF PENDING rn zair' v L,q ""-----._ EXCAVATION BY CALLING 811 AT LEAST 3 WORKING DAYS PRIOR TO BEGINNING EXCAVATION. x _ `� ' - 2. THIS PLAN SHALL BE USED FOR SITE LAYOUT ONLY `z lu --- _ ND ROAD a a ARTLo . 3O I 3. REFER TO NOTES SHEET FOR SITE LAYOUT NOTES o a Q - . ,,. ca L rn°z H 11� _ co a INT�ECITION SITE KEEP RIGHT SIGN 7F�5.55 �t �� ' NILIGI-IT L (A W 11- - Z TRAFFIC O � __y11,jV:d1G..3�' TF:12?.�3CJ c�rn 1`�'•CAN'T STU= RED BY�g & 0. pQ "---- ��� fIVV.IS&:0225 Lei �- NEILL DATED O�T Or, --Ti- !A�!!15"�121.c5 10' WIDE EASEMENT TO BE 10' WIDE EASEMENT TO BE ACQUIRED 0 Q W y~ o 6 s' "v wv -''- -�__ TO THE CT WATER CO. FROM BERRY PATCH ASSOC. LIMITED " r� v-' PROPOSED FENCE -� �i`L� jj` - �; --�. PARTNERSHIP AND GRANTED TO THE CT �. " a z (REFER TO LANDSCAPE ARCH. PLANS / ��.iXj ----� TER CO. s a a -0 LV.1 & LV.2 FOR DETAILS) w I 1} 1 -4- O 5X ___ ao _ 3 CONC. WgIX I 1 f,. .. 12'x6' S11!-I ° y #IQ .- TYP 18 ( } .�.�,.� -- BUS SHELTER _ :_. .;. 1 ► �a _ v: o INTERSECTION SITE DIST = -' HOUSE 50. r..., . :. O 1 STOP SIGN �.�. 1 Q WALKSS ' TF!3 J FF:137.3� I I ... -� PER 1NV`1fd .. PAINE(TYP)O ioi v • - D` . \\\\ �� U i le, STOP BAR (TYP) I ^ - _ ' TRAFFIC IMPACT BTU P_R�o odT . _ - .tiY FUSS & O'NEILL-DATED C�016 1 ' - PROJECT ID SIGN . LANDSCAPED COLLECTION AREA° ° 111 m TO BE DESIGNED (LCA) TYP ''s° v 18, BY OTHERS N BUILDING 1 ° I I ^ PROPOSED CURB R: -�-gREp, T BE E � MATCH EXISTING i i 5 z FF=128.0 �- I I `� PROPOSED FENCE ,M �� 'F' LOAMED & o a $9 o (12 UNITS) 60 TOP SIGN (TYP)�� ► I ���ti (REFER TO LANDSCAPE ARCH. P ' BITUMINOUS s., � 4 WIDE DETAILS) INSTALLSEE DETECTABLE ° o CONCRETE - LVA & LV.2 FOR r•i ACCESSIBLE > p \\ 1� BIT. WALK I r ' s RIP-RAP r-6 ?s, MOUNTABLE CURBING RET. WA I 1> 50' PROP. RAMP TYP WARNING STRIP 8 ::- �� F.Y. ik (TYP) I � N F �;�I A 9 x 16 CONC. PAD - ® LEAK OFF STOP BAR (TYP) ® - (DESIGN BY OTHERS) MILD D S. ER ' N MAIL OSK (TO BE� OPTED CROSS WALK (TYP)� ,,, Ir r�� i ., ;���� KEEP RIGHT SIG ®o _-_ l I 1' S UCJIbIVCU 6T V 111GRJI �' ;>,,t ` ' t1J n .0 WSO l� _' �i cS. BCLC ® ® ® I 11 I K g )I wso .7 `INSTALL NEW 2 g-s -0 N m 17.5 �r , N LIGHT FIXTURE WHEEL STOP (TYP) '� * B.C.L.C. (MATCH ua ����� �h (TYP) REFER H.C. SYMBOL TYP PROPOSED BC I ) �m I 5.0 O .; .. ;:z :'_ 5 t TO LIGHTING (TYP) LC cr NJ W b O'SY EXISTING 5 Q CONCRETE Q J r :: PLAN L EXTEND �� ' LANDSCAPED o -•-- ,. O':. .. .- 5 H.C. SIGN (TYP) P Bl1Fl D128.5 �, ...:. � ISLAND t (4 S) s t�ti � UNIT C N _ o I � �, M Ic 1 err _r. 4 q 2 R �� �� � •BR: CONC.- W _ _ Tn ' � � I � J > •OD p, �� . o c� �`� 6 BOLLARD TYP( ) -' -- � ,., �. - �. -: ��\\����������\��\����1�..4�1�,�.._.--- � .� #� :.::�•, -:.._::.. .. -_. :: - '.� :::�::::'•�.�.-..: •:;.. ..,... .. . . t,�ro IFS► � _ -- I\\ I m 4.00 � v > V d- x. I 0 ��` `�� o P I O }, PROPOSED R R` OP. R ,� CONCRETE ti, t� _ � ..��_\1�� ��l`� ( SIGN gy I WALL C O DUMPSTER OTHERS "0 O + 1 �` ACCESSIBLE RAMP TYP TRANSITION CURB TYP O da O PAD 12._ � (TYP) ) _ WF 41 -- co 1✓ Lu - 00 STOP SIGN (TYP) STOP BAR (TYP) , �.. I I N q, - Ia -I 10 ,d - CL m LL L 5 4' 9 w I-- 5-? ' PROPOSED HIGH M- -� m :: ;. ...:._ :.. 10' S.Y. O ;._:.:.;`..;:� , ',:--; ..,_•...:.,. 8' ,':� -'* ., ., :. .;, _ O I---24' :� ..� LIB _ � } • BLACK VINYL/ HAI -_ •, R g LINK FENCE o .. BUILDING 5 0 ALLOWED UNDER - - Z N } _ r L t T' m m p �VJ - SECTION 7.223C - - ' FF 127 5 - 00 �` \ Z Z W " 4.00' _::� (16 UNITS) �. -.:::' � � N w BUILDING 6 5. FF 127.5 I � ~�s, R a o 0 o u BUILDING 5 U 6. '.� 4 12 FF=127.5 TRANSITION CURB (TYP) I I ,NF 3 m ®o ;� ARPROXIIIAT.E LOCATION OF 500 Y"FAR FI-000 LINE 5FE MAP REFERENCE #4 BUILDING 2 ('BA5FD ON FLFVATION� FF=125.5 (14 UNITS) t�6 �r y -fir i R1I111f R PROPOSED 4' HIGH f�F .� ® 0 BERRY PATCH ASSOCIATES I O BLACK VINYL C LIMITED PARTNERSHIP LINK FENCE ZIII SIGN (TYP) 3 , A!` 7 I P_ cc m `� 5.Oo' 8 � } JOOZ WALL NOTE: PRIOR TO OF NAL WALL DESIGNS AEPROFlLE OF THE DEVELOPMtNI ;! ' 12 '^ Z I I I y a ..� a o H.C. SYMBOL (TYP) v I N PROPOSED WALLS SHALL BE PROVIDED TO o .. BUILDING 3 Q cm e :-. THE TOWN ENGINEER FOR REVIEW do ~' " ' 0 ® ® U y FF=124.5 R m COORDINATION (TYP) 8 UNITS 8 I l I O 0. U a z BUILDING 4 ® 1 ' I 1 i ft �o WHEEL STOP (TYP) I r 3.% \ "V FF=124.5 BUILDING 6 NF 8 (8 UNITS) \ �5 R FF=127.5 m �\ t (16 UNITS) I BUI ING 2 3 I--_ 2 WF 9 I FF 125.5 4 S• 1 j Z _ 5.00 l I q. 22.4' .00 F FSMZ Gx7fl x -�_ m o '' LIGHT FIXTURE 3 I r I a BOLLARD (TYP (BASE-L3 ON Nt7TF 6,1 �. _ � •Xr h - (TYP) REFER -�Ir `' r�30 N t' O __ - O � PROP. WALL cn - 0y • - TO LIGHTING R � 0 GN BY TES) BIT. CON :: y O _ o _ .- �, i WATER o° �� i ��h 9 N,q•,CG �IF ,A C. WALK TYP i ' o ® QUALITY R ,R • � � . .._e.._ _n._,. _.- � ' � � ��� / QUA TY BASIN '.`:,�'`I.•.. • '� � I y ti.�+` �1 �.�'� � � �Q - V � � ��� /• I tip; � �,�= cn o r�r .� RESERVED/FUTURE PARKING N �'�' `` �'� Z V v PROPOSED S o AREA, TO BE CONSTRUCTED �` - PROPOSED "wF 12 / I IqT t- J CONCRETE r o IN THE FUTURE SHOULD SIT .- CONCRETE ,•<: O�"Zia (n T DUMPSTER `S ' N CONDITIONS WARRANT (TYP� O c1, O °°000 ° DUMPSTER F 13 / J I I °Ai, �\ ~ > ~ y n N PAD 5 °° , P ® R=352.5' S PROPOSED °000a° �■ _. - / I �,�� lam-' W t� ®,- PROPOSE GENE RA 0 000 ""r ( �` > psi BOLLARD (TYP) ® f SAN. SEWER PAD °o 0 >i! -� - PUMP STATION o o° ZONING TABLE ---- - -�- o 00000 /-x"` PROPOSED 4 HIGH I - 0000g BLACK VINYL CHAIN NF 2<� 0 0p LINK FENCE ( O 3 ZONE: AA-30 ZONE (MULTIFAMILY ASSISTED HOUSING) . I INSTALL NEW o° SIGN "NO SNOW WF 1 ffLa REQUIRED/ ALLOWED EXISTING PROPOSED T o° �--,, / o °° AGE OR DIPOSAL �--- oo°oo I I B.C.L.C. MATCH �I °0 �, ° OF G4 DEBRIS" 2/ RIP-RAP I EXISTING) DI LOT AREA 9 - 15 ACRES 9.803 AC 9.803 °° �} __�` \ o~ 'Y °°° / OUTLET � o O N o O O G � WF l,8 AREA TO BE i \ LOT FRONTAGE 500' 707' 707' RIP-RAP °° RUM �� �� � - �. �.n woo* LOAMED & WF JC SEEDED FRONT YARD 50' 19.5' 50.0' OUTLET 25 _- I7 SIDE YARD 10' (1) 11.5' 17.5' / 5.2' (2) �' RIP-RAP APPROXIMATE LOCATION I REAR YARD 10' (1) 31.9' 28.8' (CUNS 1"TED LK OUTLET F 102 OF 5f I YEAR FLOOD LINE 5LE !'7AP REFERENCE #d u BUILDING HEIGHT 35' - <35' / 103 1� EXTEND \ / PARKING 1.7 SP. / UNIT - 136 (3) •� LANDSCAPED t5 t �LEV. 11 POrVl3 f ISLAND / Z � LOT COVERAGE 15% 3.7% 12.7% j ��F 2� � _�EV.sJJ6.0' I J IMPERVIOUS ID66TIN& / �,�. Q COVERAGE 50% 1.25 AC. (12.8%) 3.127 AC. (31.9%) FL00L�WAY OUTFLOW PIPE ZONE AE uo CURBING FOR W4 J 14.63 UNITS PER REMOVE SECTION OF �✓ - DENSITY 15 UNITS PER �. BUILDABLE AC. ACRE (4) � 12" CMP # lyp -�_ - _ s ���,�'� �] � � -;, jQ OPEN SPACE / INV. d01.3 _ _ - - r r` 12 - C PAINTED CROSS W N/F _ - - - n _ � s - TF1J6.25 WALK CONSERVATION 30% (MIN.) - 37% a .r L EASEMENT BERRY PATCH ASSOCIATES �° / �' w r \ _ i� NOTES: ca LIMITED PARTNERSHIP �(� �,�� �. ,` �/ 1 (1) NO SIDE OR REAR YARDS REQUIRED ALONG A COMMON BOUNDARY OF AN ADJACENT �1� c CONSOLIDATED PARCEL. ��� G (2) 17.5' SIDE YARD (10' REQUIRED) / 5.2' ALONG CONSOLIDATED LINE (NO SETBACK REQUIRED) ��� ° � �� •� / +A g (3) 78 UNITS 133 PARKING SPACES REQUIRED �"� �` -»'`- _ _ �►" / �'-d�1 �, $2 5 HANDICAP SPACES PLUS 131 CONVENTIONAL SPACES (136 TOTAL DEPICTED) 1.74 SPACES PER UNIT SHEET (4) 9.80 TOTAL ACRES - ._.. . , -� -_. 1 __ _ _ ... _ - -• ~' �,, �' /,' 4.47 ACRES OF WETLANDS, WATERCOURSES, SLOPES IN EXCESS OF 15%, ECT BUILDABLE AREA = 5.33 ACRES / C�spl 78 PROPOSED UNITS 14.63 UNITS PER BUILDABLE ACRE ,,° / G!/ f SHEET 5 OF 16 REFERENCES: LL N \ \ _ i I THIS PLAN REFERS TO THE FOLLOWING: I x 0 NIL-� - -`"-- - _-- �'� 1. PLAN ENTITLED PROPERTY & TOPOGRAPHIC PLAN, 143, 151, & 195 OAKLAND ROAD, SOUTH 8 0 w ` __- ' a_ WINDSOR, CONNECTICUT- DATED 10/7/2016 PREPARED BY DESIGN PROFESSIONALS, INC. C p c q,S ' i F:13O,53 ;� =- _- - - _ _ I�� ------- __ _ GRADING IDRAINAGE PLAN NOTES: _ v�0 NL> ���p /,�/1 1G�T _ -_____- 1. CALL BEFORE YOU DIG CONTRACTOR SHALL NOTIFY UTILITY COMPANIES OF PENDING -._..,-\ --- t ' _ _ - ___._ ,_- BEGINNING EXCAVATION_ ��a7- \ 1' EXCAVATION BY CALLING 811 AT LEAST 3 WORKING DAYS PRIOR TO BEGIN Z a \ ;�;.'< / - �, --- � _.__ 3D� "� POSES ONLY ,. --__.____- 2. THIS PLAN SHALL BE USED FOR GRADING & DRAINAGE PURPOSES z w / 3. REFER TO NOTES SHEET FOR GRADING & DRAINAGE NOTES N a v _ r n ,n 129.00 F:l2c3.8.5 C , - �,r- wit_r:a rr o o NL%I16.3q Ij -I_•12Z,50 , y aNea _ - // `? i I \ "'�•!�- r - _ -=_ - - --- __._ _ //V V 16".122.8 uj kZ �9 I I i 130 I -^`�'�'-��� - - - - _ - - - _ _ - �- 11�Vf `j2J•2 \ 10' WIDE EASEMENT TO BE 10' WIDE EASEMENT TO BE ACQUIRED N __ TO THE CT WATER CO. FROM BERRY PATCH ASSOC. LIMITED ,c z I` TW=132.5 1 - - �, Ss, \ , -- -- PARTNERSHIP AND GRANTED TO THE CT w H n:a - _ -_ - - -- _ o ;, ; --- --- -- TW-130.5 127 --... _ - - - _ '...... __ - _ . ..,__ _ BW=130.0 w � ■® U. z BW=132.0 -� _., ^`. _ - TER CO. _ _ r - -_. _-.% _. _ " TW=130.5 {; U.a 127.30 127.32 I , + 127 I a I 1 •',�F9 , ]�h, 127.90 ' / , I I - -� - S BW=130.0 o BUS SHELTER �MN T - t L15C i tj :1 F. , 127.40l'� \' --- -- 1 (` 1 r L�:!.3�• � 127.90 1 ���� / \ I I .,\�� \ j -I' SX ---_ .- - VI30,62 W "in J c7 r \ \ ✓` TW=133.0 N3O ,27.s - - 130 _ X12 127.4 ,a \ _ a, _ 26 I BW=127,0 ( \ `\ ' ? �' 128.0 \ TC=126.95 0 - „ 128.0 BUILDIN 127.30 0 BC=126.45' \\ \ I 1 ( FF=128.0 _r LEAKOFF BOOM\ BW-127.5 (12 UNITS) $ 127.30 BC=126.40 / $a 1 \ TC-127.90 \\ \\\\ < 126.5 ` 127.30 \`° BC=....40 rJ 126.4 BC=127.30 TC=128.50 f \\\ 50, F. Y. 125.75 TC=127.50 127.50 I I I ti P� � \,\\\ \\L N F _ - I j t �-`; / / BC=128.00 / 126 J --_ BC=127.00 \ / 128.0 % 127.5 TC-127.40 f / TC-127.80 - 127.3o 126.,4 TC=127.50 127.8 1r I 1 i > BC=127.00 , BC=127.30 - \\ `� \\\\\\�` .�\ \ `• Q:Yt � 127.8 1 +� �. _ � / ; • s ,� I � jI J� '� (a ( �� �� m �p�� •o 127.85 / / TC=127.80 128.40 try. 128.50 p BC=127.30 BUI w I \\ \ \\\\\\\ \ u \ L 127.85 / / TC=127.3 r TC=127.30 127.30 = 8.5_ ~ X I ?t t��;{p{} r' w 5 5 o \\\\\\\\\\\\\\\\\� `-- -1e �.• 127.30 / TC=127.65 127 / / 1 1 7.85 BC=127.3°i g 127 BC=127.30 128.50 (4 U I`fS / I �� I �J � t� \\ \�� \\` \\\\ \\\\ j'1• \ R 127.85 / / i 27.85 1.. I } "_ 1._ / __ / . *' N 14 127.8 ` �' _ I --- U J > 0*12 1 N \ \ \ \ TC=126.8 126 127.2 \ ----_ - 127.35 1 - \ \\\\\\ \ TC=126.7 `` 127.45 R �/ Y- - -� I I I J .L 'O p� BC=126.7 i r f 126.5 / �._ i - _ - _ = O N 127.03 - - \ _ �\\\\\\\`\`?\\\�\ Tom»-,71nll _.__ .. _._127 /. - _ 4 I I �- _ L R / / -�y � TC=127.60 BC=1:zi'.20 ����\5. y �i �'//� j%�/ - - ' r I ( t O V �� 126.30 I C=126.75 f ;� BC-127.10 9 `,1�. �y \\\ // / / /�%/f -''- - _` I I ` ( s- U > d' \ \\ \ \\ \ \\\ TC=125.10 BC=125.80 ' C=126.75 I , f 126.5 O L' 127.75 pQ \\ } / / / , I I O co \A\ \ \\ \\\ 126.5 127.0 126.8 A \ / / / l �p \ \ \\ \\ \ \ \ \ \ \\ BC=124.60 TC=125.50 I 1 TC=127.15 / 127.0 ; / / / // - BW=126.0''---. I -p U O \ \ \ = 127.65 I I BC-125.50 t �!BC-126.65 , 127.0 � / /� 126.5 // c r' �• � ' 4 I i, � i X �� TC=125.25 1 TC=126 0 127.0 127.0 / / _ \ \ \ \ I / 126.5 126.8 - -127.0 i _ I N \0 �-- � TC-126.92 � 126.8 i / BC 126, 0 a , / 12s.5 ////j/ 2s.5 ew=,2,.o _ - a� m `O s 127.0 TC=126.42 \ } �l 11 l j / / j LL , 127.0 7.5 126.8 Lou, 1 \ \ � \\ \1 b \� .\ �t TC=124.7 ) �t• 126.3 6• � I � _- 127.0 - � 12 B 127.5 � ' pp UILDING 5 BC=124:20 I \0 12 I ,27.o B 1 �� j f Tc-,2s.24 \�i UILDING 6 a 126.3 I ', I FF=127.5 I ; BC=126.24 - 1� I ) 127.5 ,Ff=127.5 \\\\ I I 111 I I I I ) ' \ TC=125.66 (16 UNITS) 12�.o A I I _- - _1,2s. / 127.0 12 5 11 l/l I \\\\\ \\ IrliII� IIJI�IJiln�,l II BC125.16 _ 6 BOT/23 5 - t O \ N ¢ 05 BC=124.80 127.0 \ W W V 3 w I BUILDING 5 r° Ff=127.5 ec=i2s:is 127.0 126.8 I s� i I ••-•-.,"."`••'•.._. 127.0 i' � �\\ \ \\ \ \ BW=125.0 124.5� BC=124.70 f L00D LIAi E \\ \\\ \ \\\\ \ , 125.5 / / 126.E I 127.0 TC=126.35 r' 126.25 / 127.0 I ryyl I tRc:NCE 94 \\\o \ \\ \ \ \ \ BUILDING 2 ! TC-124.55 126.8 127.0 - BC=125.85 1�.] `r \ \ TW-124.5\ 124.8 125.0 BC 124.55 J I I L-r,.51/A r1ON•� \\\,\\ \\\\\ - \\ \ ) ' FF=125.5 , ,� \,� \ \\\\ \\ \ BW=124.0 \ \` (f4; UNITS _ 13 124.75 i ' 126.8 , ,,�� 124.4 TOP/26. ' 126.8 r N/F J - - I 1 I \ \ ® � � > J � BERRY PATCH ASSOCIATES I,I �' I1 , 125.75 125.75 � I TOP/?3•g 12g _ LIMITED PARTNERSHIP BCT/23.0 I 125.0 \ TC='24.50 1 _• 124.12 124.32 TC=125.70 N \ `_ a 125.0 124 - �. 124.4 , O � .o _ - - 12r;s ,27.0 // 1 �• IIII i�l � Of = 70 _ WALL NOTE: PRIOR TO THE DEVELOPMENT �� ,�,\ \\ \\ ?� j/ f�l TC 1 - N N TC=125.20 '` I , � - __.. BC=121r.20 � � 124.4 BC=125.50 \-. ` OF FINAL WALL DESIGNS, A PROFILE OF THE \ ", ,,� t111 ` ` BC=124.20 - ti 124.5 /�$ 124.5 125 BC=124.79 127.0 'rG 127.0 I I I I O PROPOSED WALLS SHALL BE PROVIDED TO , -� � _ THE TOWN ENGINEER FOR REVIEW & x`\��t`� ��, ,� t'` I \ 1` /2 0- _ 124.8 J^ 23.80 \ 124.5 DI 124.5 124.5 124.5 TC=124.70 - 127.0 I I COORDINATION (TYP) _ 1 ' 1 r- > 123.55 \ jFF=124.5' - BC=124.70 �� I i II /1 (8 UNITES) TC=124.80 I BC=124.46 _ \ �' BC-124.30 - - I � _ _ - e' TC=124.87 126.5 ' 0. 123= \ \ 1 BUILDING 4 / 124.0 124so \ 123.80 I I FF7124.5 BC=124.37 BUILDING, _ ,26.5 TW=117.0 I I I I 124.8 TC=122.50 i I / / (8 UNITSj TC=124.70 I BW=113.0 I J I I l L�p r i I 124.5 I 124.5 / 124.5 1245 1245 �' 124.55 BC=UI ING 2 125.0 [ !iFF 125.5� FEI`7A FLGLh7 ------/ I I , _� 22 J r TC=123.95 r ZOP,tF \`\ 125.5 �-<y_ I ,� J / _ - f BC=123.95 TW=121.0 i I AE + / , t , t " / _124.50 -�` - � 126 - `�` Bw=12o.5 � I i I U U U > - - t ,� , �, 123.50 125.5 - 122.50 ,-<� P ` (TASFf> ON NO,•1__ �/ m. , i 121.80 ,- - " _ / 3 1<t -a 124.00 NF IG I m ``� _ = <: - - _,./ � - - - - - BW=111.0 / I x 124 L R / 1 ec • 1. N ._! _ -� / / ,. R � �-:% k ,��$' - � �- o° BW=11 s s - Tw=,24.5 _ / wF Ir � ' TC=124.58 �� �� r .- I- = �' - � _ BW=119.0 // ' � � $ � o \ \ \\ TC=123.00 /✓ I r- to I\ TC=123.25 TC122.75 - J .fix ,' U \ , ~ ��' BC=122.25 A / / / Tw=l23.4_ 1-.r- l�cot \\ TW=114.5 p \ (�� BC=122.75 '\ 1?2 Y 6W�,19.0 - - \ BW=114. 1.2 0 + \ \\\ \ \ \ C 122.50 \ t I \ 121.25 c� I • PROPOSED 2:1 SLOPE \ �?t p�\ \�\ \�110 5- oil-' - - - / ' 1g o 'l • _ - REFER TO SLOPE ` \ \ \\ \ `--�� \ 1 -•-. '` J`.t i i �, / 1 $os a J 119.3 WALL NOTE PRIOR TO THE DEVELOPMENT OF FINAL O APPLICATION DETAIL \ \ \ti / _ - - - - _ / , TW=121.5 h� o° __ __ _- .-_ W / ODOO LS FOR STABILIZATION \ \ a o000o SHALLWALL DBEI PROVID DGNS, A ROTO THE T WN ENGIIN ERFILE OF THE D FOR REQUIREMENTS \ - I \ z _ I Bw 121.0 � °- SEE C-ES1 __ \ J .�' -3! - --'` ' �` --- �--_--- - -0�`'•-� �� ��• 2� t/ TW_122.2 0 1DooO - REVIEW & COORDINATION (TYP) � z QI ( \ - \ / \o `` 115- _'- - / ✓ BW=119.0 119.3 \ / � ' / \ / \ oo° o ' _ --_- - ---_ - �I S -.•__' 1--.-....___l^'.- ` / l oo°ooO � I' U 001, - -.____ _._-AppROX1MATELY 180 S.F.'�9F; IP \/ i \ / \ RAP STABILIZATION WITHIN WE�'1 ki , - � ''''' _- -�_j NF I!Oslo "Ono N N N N N N , \ _-_ - _ -- 7 APPROXIMATELY 36 S.F. F--� I }� \ \ - -- ✓ RIP RAP STABILIZATION WITHIN - - - WF 1% `� .o \R W A v RESOURCE AREA \\\ �\ �..- n yG \_.-- _ - - - - - j >� / +� WETLAND RESOURCE AREA // I APFROXl!9A T : LOCA TION N v a ` OF 50-0/ YEAR FL.4t7/J LINE I ec. \ / \1 �' ' 0 �= \ _ i % f / \ i 5EF J'IAP h EFFRF1VC`.F #q 1 � Z N cn •r in c EXISTING -_= i PAO EX/STIN..T F;'_G!'J�Y � y OUTF!G i Pl?E Z�F AE I I 1 1 co 12 ,NV. /o1.3 _ _ - - __ -._ J - - ` Tf`-116.25 S V ° N F Z BERRY PATCH ASSOCIATES ~` J it / �� / r `����`®E,�'®NH�o iyy' 0 � LIMITED PARTNERSHIP44 - - / o _-- -, ,.. /� �X ti SET t.� - = C-GD1 SHEET 6 OF 16 REFERENCES: g R� ' o THIS PLAN REFERS TO THE FOLLOWING: N I :0.� �-----. 1. PLAN ENTITLED "PROPERTY & TOPOGRAPHIC PLAN, 143, 151, & 195 OAKLAND ROAD, SOUTH � 12 >rn WINDSOR, CONNECTICUT DATED 10/7/2016 PREPARED BY DESIGN PROFESSIONALS, INC. 2c n N W _ r _ r w �V ~ S __ W L AID - _, , __-_ _____ DRAINAGE PLAN NOTES: ��'� •\ `e f3,.,-�/ _ ___ _ �Rf S' \ / __ 1. 'CALL BEFORE YOU DIG' - CONTRACTOR SHALL NOTIFY UTILITY COMPANIES OF PENDING z w ~� \ EXCAVATION BY CALLING 811 AT LEAST 3 WORKING DAYS PRIOR TO BEGINNING EXCAVATION. o J Q 5i7N tZ ' _ 2. THIS PLAN SHALL BE USED FOR DRAINAGE PURPOSES ONLY ° v 3. REFER TO NOTES SHEET FOR DRAINAGE NOTES o co \ \ , F '�•�. - _ - - 6"� - - \ r; f .3 R .�j 1 F:f27.8G 1 y to z 3 OLI[Z lPvb!J'6 1 m a 130 � i dUV= 2- 1�0 0�0�� r - - - __ Ifi1�"�12/,25 W 10' WIDE EASEMENT TO BE 10' WIDE EASEMENT TO BE ACQUIRED �z-N f \ \ I I �j. .�•.� - -- _ �"`-'�.; " wv x '- _ \ TO THE CT WATER CO. FROM BERRY PATCH ASSOC. LIMITED y r \ \ PARTNERSHIP AND GRANTED TO THE CT o ® w>. 127 { - - yl __.\ - - u, TER CO. u-0 a 1 y LCA I a1F 1- a - _: _� - - _ - - o a z Tp#" 127 - I "" _ "`_W - - _ --- -- - a a "`'� " --�. r� DMH #6 t ^B #5 I ( \ �-� _ x 0 12 x6 .7J7�f °C rn BUS SHELTER 1i` T w �'0 III -� x -J""! I3G.62 aGo DMH #13 !`! JNV:Jl7!! ° %M d i.37.. LCA#1 � 6 -f- 2 rN j � Y - __ JN✓.JJ6. > r. I S RL .� -• f . gq0 I I 1 C6J - \ BUILDING 1 INLET #3 O I ® I I } s 24 bIA. GRATE FF=128.0 � (NP) \\ \ (12 UNITS) �1 l * INLET #23 �3 36 INFILT ION ( `L I ` \\\ -1_ " I �� 9 Z LCA TRENCH 1 �` N N o � # " J _ I t { h A so i9 \\\ \\ \� `3ti I `- INV n 0.00' / �RELOC TE D.O. . 36 SOLID j \ �50' F.Y. ?fir ) -] as„ } I y g _ii NrF _ ( } / ( _ " _ INLET #4 LCA#'4 �/ I ../� `. . HDPE PIPE ! / 1� J .t / /��i ___ r a i I £ 3 � � STORM DRAT GE �(r I \ \\ LEER _ r `: / J ` 14 UTA. UKAIL j, '� �; (S #2)'^ INV=12O.u0 W� i TIO AREA �+ _._ -- �� / EE/NOT > > \ 1 / �� \ / / j LANDSCAPE COL+EC Ni A (TYP) O.` D h 4 :, "--f"_'-127 0 o J t:; ,,,,----....... MH #11 / r (LCA) SEE DETAIL \VA VA\ \ t tn, , ,. / / / / I l r- its w n \ \\\�\\. \\ \ \ \ t �a a \ \ ' DMH #7 n / / /0"' INFILTRATION . " i� ° I> / / �� " �'f 8 ,HDPE \ \\\\\\\\ \ i\ N j I , r 127 TENCH #3 bOF DRAT t� 1 ; 1� i (� ° '� I" m \ \ RL / � � � / � �30 INFILTRATION l� , 1 r� � o r' DMH # LCA#5 � # / RDRAIN I_NJ 121.75 TRENCH 3 �' TYP - 0 1 (l yr.! (� /tip! �, y s o 4" UND # • J� ) J BUILDING 7 w I l 7 .0 i1 -� I ° / / INV=121.75 r- x (y ,,I �3 A W t J \ \ \ \ \ 1 \ O FF 128.5 / I � i 1 N / TYP S E DETAIL I \`` / - 127 � (4 UNITS Lo LCA#12 -r..�Au„ _ - - I DMH #12\. .o i I ------ U m M 118 LF�� i8" HDPE) , rci - � ; \\ \ \\ \\ \ \\\ \\\\\\\\\\ 8r HDPE 126 DRAIN\ r-_J _� - - -_- - _ Q v (TY _ R I 8" HDPE \� \ \ \ \ \ \ 36" INFILTRATION \ \ \\ \ \\ " / ROOF DRAIN \� �r TRENCH 1 36 INFILTRATION ( / �NLET #5 ti #4 - TRENCH #1 r / ` // / / / co d � O �p \ \ \ \ \\ \ \ \ w ( 1 24 DIA. GRATE J TYP F \ -� \ // I i ',- \ INv=120.00 11 ` , (n'P) / / / 127 _ / /// / -_ - -p N +6)0 r \ \\ \ \\ \\\\\ \ a \\o\\\\ \ i / N #13 , // , " / I co L_ 000 LCA#7 \ 1 t f / / // l 8 PVC ,j,,� ? -i - - -7 a- - \0 E DMH 8 / INLET r / // / / ROOF DRAIN ._ N m \ \ \\ \ \ t \ i •p LCA#8 1 t # % / - ( / ° /30" INFILTRATION 12 INSET #11 i,t / // / /�/ - L cis aTRENCH 3 # I II / / ./ TYP a LL / \ i # 24 DIA. INLET / ( ) \ \ \ \ \ b \\\\1�\\ \ \\\\\ HDPE 0 2.627 1 t / - tt - _ - ---_ w ti INV-121 75 GRATE (TYP) #10 \ \\e\\\\�\\\ I1 A / �UILDING 5 ll �/ _ \\ /! r54"LF^^_ / 1 i . t` 'll. . I � _ �, I I I / FF=127.5 INLETA25 BUILDING^6 OCS #1 " I 1L HF'Ut ' �1'f�1L/.5 II ��'�/(/� ' ' O \ m m o (16 UNITS) 0 DIA. GR�TE I " �NLET #14 O 1.0% ii / �' �j.�.�._I.(�I G Z Z W ( 7 LF 30 INFILTRATI I I w�o w zUILDING 5 `� / I I I �• ! {{ o \ ti w HPDE 24" INFILTRATION TRENCH #4, F -127.5 LCA 1 ^ / I I I I `' / / I a ° ° ° 1 0 1.0% / f' /=119.75 # LI A#15 " 1 1 TRENCH # � - � 30 INFILTRATI 1 <t`\� 1t I l I I I I 0 1� INLET #8 CB #3 - / INV=120.00 I w=1 9ATE. L�X;L!T.�C�N ----�. \ \ �\ \ \ � ` \ INLET #9 I( ( • 1,.C6 #4� / � # CE3 �� \\\\�� \\\ \ \ \I R ti j CB 8 ` \ ET/ TR NCH 3� ✓ \ , ! Fi_ X.Jl� L1N \\ �\ \\ \ BUILDING 2 24 DIA. ( ( ( J 4 UNDERDRAIN \ �el� \ 75' INV 121.75 INLET � v 'F_FE�'�N«' #4 \ \ ,�, \\ �� D� \ \\ \ GRATE , ", P ( TYP (SEE DETAIL) UN ELE'VATJ«,V) FF=125.5 _ 'OCS 6 I LCA 3 i- \ \ , , I NSF 'I I _- " `\, BERRY PATCH ASSOCIATES I Q V _ I 1 i 11i, \ LIMITED PARTNERSHIP I O INFILTRATI \ \ \\\ ( ( ( ! \ TRERCH 2 \ _\ \ \ \ \,�, `\1 > 1 ( +'' INV=117. ,;r - , `> . i 30" INFILTRATION _ ?5�5 TRENCH #4� ® INLET 26 \ I I )J GVF` .7 ® " _ \INLET #22 INLET #16 125 `_ 1 4 F, 36 INFIL'(=RA`TION� INLET #21: LCA#17 - /t, M Z �. 30�INFILTRAT ON 54 LF u_ TRENCH #2 , g J l -�__ ___ . BUILDING' 3., -' - - - INLET #24. - s o INV=117., �, T�RENCHh #5, FF=124.5 INLET #17 - 12 HPDE !�', I 1 I `\ I N " \ 1 8 \ _ - _ - 5 _ INV=11 .20 J (8 UNITS) LCA#16 0 1.0% e vI R- � III 1 I Q IA 30 DIA. GRATE I I 1 1 �� 1 4 - v �, 1 1 INLET.--ffl 8� :? _ GCB #1 f- - / o �' - / / I \ I _ 1 �.. _ i O \ / BUILDING _ ' \ I i I I I ► i 1 ..ter ��� �.� \ \ 1 1 I d j f _ / \ -r FF=124.5 LCA#18 �m BUILDING 6 1�Jf-- 8 a = � � � \ 1 1 I I ; (8 UNITS) � � U R _ � - - --35-Lf` / t. .. INLET #19 16 UNITS - � 15 HP E ( ) / ( \\ \ BUIL ING 2 s f 33 LF #1 I I \ / \ t £= j _ _ - -?�•' - / l - i^lF r I U) r ' 12" HPDE ! / R * O .• - I R Ftr',A FLOOD y INLET � _._. - II 1 l \ \\ \\ \ \ \, 3 \ ® 1. % 2� r 10,) 1" 1PD` / LCA#20 #20 LCA#19 _ - - - _ ; ZONE 4E - ,;\. .`_ \ , (� 11 RL / �_-_ ° _ 0 s'4 / C� c� ' \ ,\ i \ �/ i/i # / 15 HPDE / / WF tl1 00 pp (8,�,5ED ON N07 aa.J \ V U #1' �ii i 1`Z3 e \ O / S / '. C�1.0% 0 a� 2 0 0 v v v y _ _ -- 0 - -- _ _ _ / / - I o • * 1 N HPDE12 HPQE r OCS 0 .5% 00:50 �,T \ # LF � �I P) \\ 2"{PDE P �8 O 1p , � TRENCH #5 '�'R ccp O _ - - �\ s, \�\ \ \\ - \ INV=118.20' , / `� �� I \ \ �� 1 DMH #1 \ \ `\ \ �--� CB #12 5 s e O ! H \ \ \ \ \ \ .. 1. i Q \ \ 1 \\ � 5 ` 26 LF OFa.15 `- �,• ' e - e - o0 000 - i'_ I t.--- < .ar � \ �\\��•s��' r2o { \ \ � - 11 LF E C �� 1� °�°, � :;n, LU _ � J NOTES: ° _ ._ _ 1'0% `n / vDoe WATER QUALITY BASIN 1. 78 PROPOSED UNITS, (36) 1 BEDROOM UNITS, (42) 2 BEDROOM UNITS 00 9io - �� - - -ICJ - / / // - o °o% f'` SEE DETAIL SHEET (TOTAL 120 BEDROOMS) a �_ - \ J s - - 02 - ' / 2. PRIOR TO CONSTRUCTION THE ELEVATION OF THE 15" D.O.T. STORM DRAINAGE PIPE TO BE 3 \ , i 36 LF 18" 15 �fPDE--- - __ ' °° RELOCATED SHALL BE VERIFIED AT THE PROPOSED NEW MANHOLE LOCATION 13. IF THE N \ / PROPOSED °° - _HPDE 0 1.0%__ = )% -.<5� z �-- f = °a000 " # �- p / L CONCRETE �' - `' - t , ' _{° - - - - - _ -' - ^-;__ ., °°°° 4 PERF SUB DRAIN ELEVATION VARYS FROM THOSE DEPICTED HEREON THE DESIGN ENGINEER SHALL BE -- ! x„ NOTIFIED FOR REDESIGN PRIOR TO CONSTRUCTION CONTINUING ON THE SITE. S/ - \ �` - IMPACT BASIN ° END WALL. SEE / / SEE DETAIL SHEET " " ENDWALL - - ---_ v ,� � � J \ \NV=100.20 \ SEE DETAIL o \ -=DETAIL. INV=107.5' =f^ - - � , �W !8 1 3. ALL INLET GRATES TO BE DOME STYLE". _ �r - --APPROXIMATELY 180 S.F.`U�RIP /-`' \° RIP RAP \ _.. .-� -, �. �` RIP RAP SPILLWAY ELEVATION=118.00' O N N N N N ENERGY DISSIPATER -- -- \ N e SEE DETAIL.- - --- �.! APPROXIMATELY 36 S.F. ( i < � RAP STABILIZATION WITHIN WE�"��L�4` NR on _. --_ .. ,. _ __ _ . . _ . . . --- � a � \ SEE DETAIL. -- - ` "-RIP RAP STABILIZATION WITHIN i7t 0 .r g v RESOURCE AREA / » \: _, / _ L \�1 �-,"� -- WETLAND RESOURCE AREA _ // � i 1 APPhk'OXII`IATE LOCA7701V V to �Q N SCHEDULE OF D RAI NAG OCS #1 (SEE DETAIL) CB #1 (C) CB #7 (C) DMH #1 DMH #11 RIM=126.10 OCS #5 (SEE DETAIL) C DMH #7 RIM=127.80 WEIR=123.00 RIM=122.85 o RIM=122.00 RIM=124.70 RIM=123.00 24" INLET LCA #3 24" INL� LCA #9 U RIM=127.80 INV=121.75 INV. IN=120.00 (36" NE) WEIR=120.75 RIM=126.33 RIM=123.33 24" INLET LCA 15 24" INLET LCA #21 INV=118.00 INV. IN=120.70 (8") INV=114.76 (NW) # INV=120.00 INV. IN=120.00 (36" NW) INV. IN=118.20 (30") INV=124.33 (8") INV=121.33 (8") RIM=125.33 RIM=123.33 o INV. OUT=120.37 (12") INV=110.87 (SE) DMH #11A 10" ORIFICE=120.00' 4" ORIFICE=118.20' INV=123.33 (8") INV=121.33 (8' CB #2 (C) INV. OUT=110.35 (SW) DMH #8 RIM=125.70 INV. OUT=116.75' u RIM=121.20 CB #8 (C) RIM=126.15 INV. OUT=117.75 (36") 24" INLET LCA #4 24" INLET LCA �10 J �• INV=119.75 RIM=126.33 RIM=125.33 24' INLET LCA p16 __- =22 INV=115.93 OCS #6 (SEE DETAIL) INV=124.33 (8") INV=123.33 (8") RIM=123.33 RIM=125.70 DMH #2 INV. IN=117.75 (12") DMH 12 OCS #2 (SEE DETAIL) - - INV=121.70 RIM=122.08 INV. OUT=117.50 (15") # � o CB #3 (C) INV=1 15.02 (N & NW) RIM=126.80 WEIR=120.90' RIM=124.80 INV=121.33 (8") INV=121.33 (8'J M ao RIM=124.55 CB #9 (C) INV=116.73 (NE) DMH #9 INV=121.75 RIM=122.90 WEIR=122.65' 24"INLET LCA #5 INLE- LCA #11 INV=120.26 (SE) RIM=125.70 RIM=121.70 INV. IN=117.75 (36") INV. IN=120.00 (24") RIM=125.33 `.1=125.88 24" INLET LCA #17 24" INLET #23 ui INV=117.13 (NE&SW) INV. IN=121.16 INV (OUT) INV=111.89 DMH #13 (DOGHOUSE) 12" ORIFICE=117.75 3" ORIFICE=120.00' INV=123.33 (8") RIM=123.33 RIM=126.83' vV=123.88 (8") ���,k4►J�r,r,r INV. OUT=119.25 DMH #3 RIM=127.00' INV. OUT=117.75 (15") INV. OUT=118.2 (30") INV=121.33 (8") INV=122.75 (8") L� CB #4 (C) DMH #10 INV. IN=120.81't 24" INLET LCA �0 24" INLET LCA #12 �� tt'�,'a� Z �s (eliminated) RIM=125.26 (MATCH EXISTING) OCS 7 � . RIM=124.80 CB #10 (C) OCS #3 (SEE DETAIL) # (SEE DETAIL) RIM=123.33 RIM=125.88 24" INLET LCA #18 30" INLET #24 2 INV=120.80 RIM=124.20 DMH #4 INV. IN=117.82 (N) INV. OUT=118.00' RIM=125.90 RIM=119.00 INV=121.33 (8") INV=123.88 (8") RIM=123.33 RIM=123.80 INV. IN=119.76 (NW) INV. IN=116.88 (W) WEIR=124.45' INV. IN=115.70 (18") INV=121.33 (8") INV=117.75 (30") � _ �! c CB #5 (CL) INV. IN=118.32 (NE) RIM=124.60 INV. OUT=115.88 DMH #14 INV. IN=121.75 WEIR=117.80' 24" INLET LCA #7 24" INLET LCA #13 = a �.*= M DOUBLE GRATE INV=120.00 RIM=127.32 24" INLET LCA 19 30" INLET 25 = 0 c� INV. OUT=117.92 (SW) 3" ORIFICE=121.75' 6" ORIFICE=116.75 RIM=123.88 RIM=125.33 # # � a. �>�•�} - o¢t.� y � RIM=125.33 DMH #10A INV=114.83 INV. OUT=119.75 3 6" ORIFICE=117.05' INV=121.88 8" INV=123.33 ,8„) RIM=123.33 RIM=125.80 y a>, � '<�`6 INV=120.00 RIM=122.78 INV=121.33 (8") 4 \two >kL � 'ia CB #1 1 (C) R MH 127.70 O ( ) � � •" r INV=119.75 30" ..,,; .•.. � INV. OUT=113.0 24" INLET LCA SHEET INV=123.33 (4") RIM=124.30 INV=120.00 INV=117.39 DMH #15 OCS #4 (SEE DETAIL) #8 24" INLET LCA #14 1I/SA � `c INV=120.30 RIM=122.3 WEIR=122.35' WQU #1 (SEE DETAIL) RIM=123.88 RIM=125.33 24" INLET LCA #20 30" INLET #26 1 rr CB #6 (CL) DMH #6 INV. IN=110.13 RIM=124.80 RIM=121.60 INV=121.88 (8") INV=123.33 (8 ) RIM=121.88 RIM=125.80 CmDRI DOUBLE GRATE CB #12 (C) RIM=126.10 INV. OUT=101.88 INV. IN=119.75 (30") INV. IN=115.68 (NW) INV=119.88 (8") INV=121.75 30" RIM=124.88 RIM=121.25 INV=120.00 3" ORIFICE=119.75 INV. IN=117.67 (NE) INV=120.00 INV=1 17.86 INV=122.88 4" INV. OUT=118.20 (30") INV. OUT=115.35 SHOT 7 OF 16 -''----- ___- -- PRIOR TO CONSTRUCTION CONTRACTOR SHALL PERFORM A 8" GATE VALVE AND GATE BOX--'-"" '--- ____ ; CONNECT OVERHEAD UTILITIES- TEST PIT TO CONFIRM LOCATION, SIZE AND ELEVATION OF REFERENCES: N 1 PIPE LENGTH BETWEEN "" ; ACROSS OAKLAND ROAD EXISTING SAN. SEWER LATERIAL. y X 0 GATE VALVE AND BLOW-OFF NILI67/V �-� ' THIS PLAN REFERS TO THE FOLLOWING: 76Sj _ , SUBJECT TO UTILITY CO. 1. PLAN ENTITLED PROPERTY & TOPOGRAPHIC PLAN, 143, 151, & 195 OAKLAND ROAD, SOUTH 1 > APPROX. LOCATION EXIST LATERIAL --- NEW LATERAL TO BE CUT INTO EXISTING 6.5' CHIMNEY " c > 8" GATE VALVE "- REVIEW AND APPROVAL S ---.____� NEW INV. LAT. 120.Of MIN. SLOPE TO BE HELD FROM WINDSOR, CONNECTICUT" DATED 10/7/2016 PREPARED BY DESIGN PROFESSIONALS, INC. o c~i C AND GATE BOX BUILDING `►- U)w TF.130.53 CONTACT DESIGN ENGINEER SHOULD FIELD VERIFIED a ~ X w/v.ltlO.OI U� L� � INFORMATION CONFLICT WITH DESIGN PLANS. H o P. LeoA-D A/,' ioN i UTILITY PLAN NOTES: °` < tr�7- 3Q� 8"x6" SWIVEL TEE "-- 1. 'CALL BEFORE YOU DIG' - CONTRACTOR SHALL NOTIFY UTILITY COMPANIES OF PENDING o = w r �� •� `c S� 5.5'MJ GATE VALVE BURY HYDRANT 517r q _ EXCAVATION BY CALLING 811 AT LEAST 3 WORKING DAYS PRIOR TO BEGINNING EXCAVATION. o _ ,„ s ,_r 2. THIS PLAN SHALL BE USED FOR UTILITY PURPOSES ONLY m v ff IN =1 z2.07- {/ �X (SEE WATER NOTE #5) TFa�t3."5 U S 13. REFER TO NOTES SHEET FOR UTILITY NOTES I o y - -���- G 8"x2" TAPPED TYTON `� -- ;x lNV III 3�3 TF:L278Q THRUST BLOCK 8' CLASS 52 D.I.P. y w a PLUG CWC SPEC wv AT ALL ANGLE POINT ra w J 1 I BLOW-OFF - - -- ��l� !NV!8 `l22.6 FITTINGS WHERE IINSTALLED I OD w SEE DETAIL FOR "���.�� W Tf" IW -l �' i•�5 ALONG SAN. FORCE MAIN TYP 10' WIDE EASEMENT TO BE 10' WIDE EASEMENT TO BE ACQUIRED Q Z I CONNECTION TO 65 LF�_ -- ( ) NV.=116.48t ui H ,,, x TO THE CT WATER CO. FROM BERRY PATCH ASSOC. LIMITED o c z t- -�v PARTNERSHIP AND GRANTED TO THE CT w l EXISTING SMH 6" PVC " `"''--- _ i SMH �8"x8" APPROX. LOCATION EXIST. SAN. LAT. I 02.2% 8" MJ SWIVEL TEE I W C T. 6 TER CO. _. ■ ' INV.=123.0'f --� " z •-----____- __-......_•I `` RIM=129.3' >7 GATE VAL 1= � _ I ® �'r-� !•V ____ _ S•" - a }� INV=122.58' AND GATE BOX 1 ( _-'�'���� �� -___- ~~ o BUS SHELTER " °� '� ~ 52 ;*,43 M I I TF:130.62 EXISTING GAS VALVE Q (� W •a N`'�U�F I it _ 50' F I HALL N ED RG ND w`-- INV1I�11 v t! �{{ O ` `\��11\\\\\\\\\\\\\\\\\\��. �. SED U ROU UTILITIF� r,r^`1 3� _� �-_`--1 '_ �"�� !. '' COORDIiver� � --��_ 'X .._"•._. ---._.., ,Ani_„ c^• i I i� 0 � wi�H UTILITY COMPANIES FOF, "`-- ----- „v, ,,�. ..v'v RACTOF2 - - -""'��- W ____._._ Sx ..__.- •^- �- APPROXIMATE LOCATION i v 1 ._ f '4 i I \\\\\\ ����� ' I POWER rINAL LOCATIFON A D DESIGN OF PROPOSED OF EXISTING 8" D.I.P. F TELEPHON -`- E, - C ALL UTILITIES,. UTILITY -.-- I 1'1 N S ROPOS -SAN-. COU1hIECTION -�____-------- - VICES _ ECT.) POLE o FM INV- BLD #1 TIE INTO EX. LAY. - - „ - ` I I IL 121,A' 6" PVC ® 2.1% MIN. `S ° j BUILDING 1 O ;� ° __ ! I �- - � _ m Q >9 � FF=128.0 (12 UNITS) THRUST \ G k ° FM INV= I 3 ' BLOCK 121.5' I � a \{ � CONNECT TO EXISTING �¢° � _ � a��$� �\� GAS MAIN ONE (TYP) " G _._ 50' F.Y. �t PROPOSED I Ii F 2 SAN. FORCE M _--__. CLEAN OUT ; I g i A 3 N/F J _/� INV=123.5 F o MAIN G GAS MAIN _____-- i �4 °r MILDRED S. SI LER -- i 8" SWIVEL TEE I"I MIN. 4 OF COVER ,, G PROPOSED M��r I' € E 1- ` I.I i l MJ GATE VALVE o G- ( x o � ►v( » CLEAN-OUT _____ I a� � VALVESEXISTING WATER a L � �N 5^5^ BURY HYDRANT ^` o o � } 8 MCLASS 52 D._L_P � .� G EU �----J - * ��tt WH I tK NU i t #� U "-PROPOSED 8" GATE M INV=-7 * \-INV= ` f 5 6 ° * s VALVE AND GATE BOX 120 2 124.0 , P J i � ° THRUST r• t f € rj J LL * _�_ BLOCK (TYP) h. .t °R _ a ° Q CONNECT jtf{);�EX TPNG ° � BUILDING 7 w I WATER,1 ALN='1(J NEW (�� , 5 °$ ��� wz �� z. I c iL � GAS �.- 8" � 3 �- ��� 8"x6' SWIVEL TEE C``"', O FF=128.5 1 �� `!��$ �,� D.I.P. � � � SERVICE � TYP a _ � 6" MJ GATE VALVE g ---•. � _ ( ) �t �' 5.5' BURY HYD T (4 UNITS) i EXIST NUQ�R'DRANT i ����}t�' ___I__ L N R r (SEE WATER OTE #5) � `' EU " N O �J ' ---- -- _ - � V M `\\� _ 3 s �\�` 3 0 I u J > O D � 1 __ 1� Ln �� � ' NV 0 PROPOSED UNDERGROUND UTILITIES �- � I tl v p �O l7 3 _ �� _ I... -p N ,, I �. �• CONTRACTOR SHALL COORDINATE � : M N � <; •--""'• � j N � X b.0 O QQ� WITH UTILITY COMPANIES FOR FINAL c� / I L L W C co LOCATION AND DESIGN OF ALL I "' * N ffj _ _ °D ` .... } UTILITIES, (POWER, TELEPHONE, 65 LF = I� I� -'a o 1 - - - - r oo `� L ` J 9 COMMUNICATION SERVICES ECT.) ` 6 P,lq u�i n�.z ���® I _ _ _ I a L __-. -- .� ° _ � • a rn BUILDING k' `r BUILDING 6 ! 16 UNITS _ FF-127.5 Z m m >�1 ( ) INV-119.59 _ o-U u I ,L�p w 3 u \ N a BUILDING 5 5 o W ' S w FF=127.5 o we. z rn = vQ' g Q o F...� ^ INV-121 30 I BUILDING 2 �` _ FF=125.5 (14 UNITS) I t PROPOSED SEWER SERVICE CROSS �* � 4 N%F R REFEUUNRECTION BETWEEN BUILDING u 111 LF BERRY PATCH ASSOCIATES Q Q � R TO ARCHITECTURAL p S ' WF LANS _ - 8" PVC w LIMITED PARTNERSHIP a I C ' PROPOSED SEWER SERVICE ,a1` Z. a q O p 50 LF CROSS CONNECTION BETWEEN �°' �-� 6" PVC ! a ! Z N Q BUILDINGS REFER TO tiU z�+' ®2.1% ' 1 I a ARCHITECTURAL PLANS 4" FIREZ O Z F - J F o SERVICE (TYP) 3 tip I J (/� WF « 7 \ M15 o 0 2" DOMESTIC BUILDING 3 N I a FF=124.5 - � I WATER (TYP) (8 UNITS) INV=118.9 ` Q to s o BUILDING 4 s BUILDING 6 $ i 1-- \ F 3 o FF=124.5 (8 UNITS) ti� z g R � FF=127.5 ' • m G INV=117.05' 56 LF 6" PVC - � (16/U�ITS) BUI ING 2 GS ®6.0% FF 125.5 FM IN = SMH #4 I RIM=124.45 I I 75 LF d� 42 LF 118.4' INV=116.00' (8") ° >. - - Xt 8" GATE VALVE " * " WF f0 I p p � INV-120.50 6 PVC O �� S � 8 PVC O AND GATE BOX 02 2% * @2.00% ' R / o°o° i I I cn INDIVIDUAL GAS SERVICE _ 83_-LF R m f 8"x SW L T AND METER LOCATIONS 35 LF 6 PVC @2.2% O R W 8 PVC * 5 ��l- _ � E VALVE I EACH UNIT TO BE 128 LF ®2.00% I,y l I v R DETERMINED BY ARCHITECT 8"x6" SWIVEL TEE 6" PVC W W � i =`_� � _ � � �� (.5 BURY DRAN� ) I R AND COORDINATED-WITH GAS 6 MJ GATE VALVE O 02 2% I SEE VAT 2NOTE 5 I z O O 5.5' BURY HYDRANT ' / I Z V O COMPANY AND DEGEL ER '� O ` (SEE WATER NOTE #5) `� O a � -�="`p � � � � °oo° pp CLEANOUT 5 o°°°°'o F 13 ' I of (n O d - - ' _ 8 PVC °oo A PROPOSED PAD MOUNTED GENERATOR w •- ws� J02.0 n Cldj o`, !J O ®2. °o s AND ALARM, CONTRACTOR SHALL COORDINATE -"� W INV=119.73' •► 69 LF ( tom-" WITH OWNER AND MANUFACTURER. FINAL TYPE, WATER MAINS TO BE ®2 00% co °oo`000 SIZE CONSTRUCTION LOCATION TO BE DETERMINED PRIOR INSTALLED OUTSIDE F SMH #3� o`o° NSTRUCTION 3 z a WF 31 ' ` cr, PARKING A RIM=12 .92' °ooa INV=1 2.16' q cl- 'o'er ° 21 °°°° OP PUMP STATION °°° oo SMH #1 ,� ' WF !8 TF=123.57 I�IF 30 ° ..� RIM=121.93' _ ) �""' SMH #2 f INV=111.44� (W) c o c o c o INV.=116.91' (6" NW) h1F 16 = fill N (4 a, o " RIM=121.93' _ _ INV 115.16 NE < \ °o ��' .�-" INV.=115.40 6 NE CONTRACTOR SHALL COORDINATE WITH m a. ~ INV.=115.20' (8" SE) INV.=113.54' WF 17 OWNER AND MANUFACTURER. a a FINAL TYPE, SIZE AND LOCATION TO BE DETERMINED PRIOR TO CONSTRUCTION 2 c� cn v' w •o t� CONN. WATER NOTES: / SEE DETAIL FOR MINIMUM REQUIREMENTS 1. PROJECT MUST BE BUILT TO CT WATER COMPANY SPECIFICATIONS. 2. CLASS 52 DUCTILE IRON PIPE REQUIRED. U 3. COPPER AND/OR DUCTILE IRON SERVICE LATERAL MATERIAL REQUIRED. 4. GATE VALVES OPEN LEFT. z 5. FIRE HYDRANTS OPEN LEFT (r,YDriHVTj ARE 5.5' BURY UtP fri. CVJC WILL FURNISH MATERIALS INCLUDING TEE, 12. WATER MAINS TO BE DEFLECTED UNDER ALL STORM DRAINS UNLESS OTHERWISE NOTED OR AS DIRECTED BY A VALVE, PIPE, HYDRANT AND ACCESSORIES). FIRE HYDRANTS TO BE INSTALLED WITH FACE OF HYDRANT 3-FEET CT WATER COMPANY PROJECT MANAGER. A VERTICAL CLEARANCE OF 18" TO BE MAINTAINEDr.TWEEN STORM Q OFF FACE OF CURB. HYDRANTS ARE NOT TO BE INSTALLED IN SIDEWALKS. WHERE 3-FEET CANNOT BE DRAIN AND WATER MAINS. THE CONTRACTOR IS RESPONSIBLE FOR PROPER COMPACTION AROUND AND UNDER OBTAINED, INSTALL HYDRANT BEHIND SIDEWALK UNLESS OTHERWISE NOTED OR AS DIRECTED BY A CT WATER EXISTING DRAINAGE FACILITIES WHICH MAY INCLUDE REMOVAL AND RESETTING TO PROPER GRADE. �. M 00 COMPANY PROJECT MANAGER. 10-FEET HORIZONTAL SEPARATION REQUIRED BETWEEN HYDRANTS, SEWER 13. ANGLE OF BENDS TO BE FIELD DETERMINED. ;a 14. MAXIMUM ALLOWABLE DEFLECTION PER FULL LENGTH PUSH-ON JOINT FOR 4" TO 12" IS FIVE (5) DEGREES MANHOLES AND STORM DRAINS. AND THREE 3 DEGREES FOR 14" AND GREATER DUCTILE IRON PIPE. 6. ALL WATER MAIN PIPING AND APPURTENANCES MUST BE POLYETHYLENE ENCASED IN ACCORDANCE WITH AWWA 15. EXISTING SERVICES TO SITE THAT WILL NO LONGER BE USED MUST BE TERMINATED AT THE WATER MAIN BY ANSI-AWWA C105/A21.5-99(10) EXPOSING AND SHUTTING OFF THE CORPORATION VALVE. THE LINE MUST BE SEVERED IMMEDIATELY AFTER THE `m ®F1 iCiONN�/'� 7. MEGALUG RESTRAINTS REQUIRED ON ALL FITTINGS, BENDS, OFFSETS, TEES, GATE VALVES AND HYDRANTS. CORPORATION VALVE AND SECTION REMOVED. SAID SERVICES MUST BE SHOWN ON PLANS. ��� 'l�'.•''g '�.�c o 8. FIELD LOK (U.S. PIPE) OR SURE STOP 350 (MCWANE) RESTRAINING GASKETS ARE REQUIRED 2 PIPE JOINTS 16. WHERE AN AIR RELIEF IS REQUIRED, CWC WILL PERFORM TAP AND INSTALL WHILE THE INSTALLATION `y R,y9 4 BEFORE AND AFTER EACH FITTING AND ON THE LAST 3 PIPE LENGTHS ON DEAD ENDS. CONTRACTOR IS RESPONSIBLE FOR THE EXCAVATION AND RESTORATION UNLESS OTHERWISE NOTED. LABOR AND TEES OFFSETS HYDRANTS AND DEAD ENDS. `* ����' _ _ M 9. THRUST BLOCKING IS REQUIRED ON ALL BENDS, MATERIALS FOR THE INSTALLATION(S) WILL BE CHARGED TO THE PROJECT. _ 10. ALL WATER MAINS SHALL BE INSTALLED TO A DEPTH OF 4-FEET OF COVER BASED ON THE ROADWAY GRADE, 17. ***WHEN THE INSTALLATION OF UNDERGROUND INFRASTRUCTURE DEVIATES FROM THE CT WATER COMPANY �- EXCEPT AS NOTED. APPROVED PLANS THE APPLICANT AT HIS/HER COST WILL BE HELD LIABLE FOR THE RELOCATION OF 11. 3-FT MINIMUM HORIZONTAL SEPARATION REQUIRED BETWEEN WATER AND ANY OTHER UTILITY/UNDERGROUND ( )> � ' � C��g�t3 �c, STRUCTURE. 10-FT MINIMUM HORIZONTAL SEPARATION REQUIRED BETWEEN WATER AND SEWER ***SLEEVE INFRASTRUCTURE AS REQUIRED TO THE SATISFACTION OF THE CT WATER COMPANY. FAILURE TO CORRECT ANY �r ` ! ��a^ SHEET }Q TR DEVIATION DEEMED UNACCEPTABLE TO THE CT WATER COMPANY WILL RESULT IN LEGAL ACTION. REQUIRED WHERE WATER CROSSES SEPTIC IF WATER IS BELOW SEPTIC AND/OR WHEN 18" VERTICAL SEPARATION .CANNOT BE ACHIEVED WHEN WATER IS ABOVE SEWER. 4-FEET MINIMUM HORIZONTAL SEPARATION REQUIRED CmUT1 BETWEEN WATER MAIN AND DRAINAGE WHEN AT LIKE ELEVATIONS. SHEET 8 OF 16 ' �osaNw��°s VaIQ SITE COMPLIANCE CHECKLIST �7n TOWN OF SOUTH WINDSOR,CONNECTICUT LlQ7 ��� .. *****BUILDING PERMIT***** , • old �.� ak LOT/UfVIf#___Reviewed by 6n _(Eng ng CONTACT/DEV ��M�t ID �,�C �")c 1 (Oy�• Date Reviewed prov enied PH# 14 75(2 L-A 1 Reviewed by_Z�(Planning)�. Date Submitted) 1'� Date Reviewed' d/Dented. Reviewed by (Health Dept) Date Reviewed_Approved/Denied In accordance with the Zoning and/or Subdivision Regulations,prior to the building of any structure on a lot,a Topographic Plot Plan shag be submitted for approval. The minimum requlrements shall Include: Approved Denied N/A 1. Name,address&phone number of owner/applicant / 2, Name,address&phone member of plan D 3. Zoning Information—Le.zone,open space, flroodway,street address 4. Plot Plan at i'=40'scale a, Subdivision reference,abutting properties,.etc. b. Easements of record • c Lot desk"on,bearings,building lines, distances,area,etc ./ d. amours,a My&proposed,I or 2ft.interval / where appropriate e. Building location with dimensions.Elevations of proposed finish floor,garage floor&centerline of road at driveway —L/— f. Elevations of gravity drainage systems,sanitary r &'foundation drain at the house and the street g. Tentative utility location(gas,water,electric, / septic system,etc. h. Title block with name&address of preparer, date,appropriate certification,live seal&live signature consistent with the Board of. Registration requirments.(P.E.&LS.) S. ` Sedimentation and erosion control Special Planrdng&Zoning;Inland/Wetlands considerations(Plans on file w/Town Clerk) COMMENTS: Vengineering/molloy/bdlchng comp#ance checklist e i Statement of Special Inspections 17036 Project: 175 Oakland Road Location: 175 Oakland Road, South Windsor, CT-06074 Owner: Berry Patch III LLC, 175 Oakland Rd., South Windsor, CT-06074 Design Professional in Responsible Charge: Robert M. Dawson,III This Statement of Special Inspections is submitted as a condition for permit issuance in accordance with the Special Inspection and Structural Testing requirements of the Building Code. It includes a schedule of Special Inspection services applicable to this project as well as the name of the Special Inspection Coordinator and the identity of other approved agencies to be retained for conducting these inspections and tests. This Statement of Special Inspections encompass the following disciplines: ® Structural ❑ Mechanical/Electrical/Plumbing ❑ Architectural ❑ Other. The Special Inspection Coordinator shall keep records of all inspections and shall furnish inspection reports to the Building Official and the Registered Design Professional in Responsible Charge. Discovered discrepancies shall be brought to the immediate attention of the Contractor for correction. If such discrepancies are not corrected, the discrepancies shall be brought to the attention of the Building Official and the Registered Design Professional in Responsible Charge. The Special Inspection program does not relieve the Contractor of his or her responsibilities. Interim reports shall be submitted to the Building Official and the Registered Design Professional in Responsible Charge. A Final Report of Special Inspections documenting completion of all required Special Inspections, testing and correction of any discrepancies noted in the inspections shall be submitted prior to issuance of a Certificate of Use and Occupancy. Job site safety and means and methods of construction are solely the responsibility of the Contractor. Interim Report Frequency: or❑ per attached schedule. Prepared by: %```��.�``aF GO1V/y C., Robert M. Dawson III tea; a (type;orprint name) iV 5233 f�� ''��;E N SE�• �_��. �t 10123117 SignbruCe Date Design Professional Seal Owner's Authorization: Building Official's Acceptance: Signature Date Signature Date CASE Form 101 • Statement of Special Inspections • ©CASE 2004 Page 2 of 5 Schedule of Inspection and Testing Agencies This Statement of Special Inspections/Quality Assurance Plan includes the following building systems: ® Soils and Foundations ❑ Spray Fire Resistant Material ® Cast-in-Place Concrete ® Wood Construction &Roof Trusses ❑ Precast Concrete ❑ Exterior Insulation and Finish System ❑ Masonry ❑ Mechanical&Electrical Systems ❑ Structural Steel ❑ Architectural Systems ❑ Cold-Formed Steel Framing ❑ Special Cases Special Inspection Agencies Firm Address,Telephone,e-mail 1. Special Inspection Coordinator 2. Russell&Dawson, LLC 860-289-1100 Inspector Robert M. Dawson, III, 1111 Main Street P.E. East Hartford,CT-06108 3. Inspector 4. Testing Agency Terracon Consultants Inc. 201 Hammer Mill Rd, Rocky Hill CT-06067 Ph:860-721-1900 5. Testing Agency 6. Other Note: The inspectors and testing agencies shall be engaged by the Owner or the Owners Agent, and not by the Contractor or Subcontractor whose work is to be inspected or tested. Any conflict of interest must be disclosed to the Building Official, prior to commencing work. CASE Form 101 • Statement of Special Inspections • ©CASE 2004 Cast-in-Place Concrete Page 3 of 5 Item Agency# Scope (Qualif.) 1. Mix Design Review concrete batch tickets and verb compliance with 4 approved mix design. Verify that water added at the site does not ACI--CCI exceed that allowed by the mix design. ICC-RCSI 2. Material Certification 3. Reinforcement Installation Inspect size,spacing, cover,positioning and grade of reinforcing 214 steel. Verb that reinforcing bars are free ofform oil or other ACI-CCI deleterious materials.Inspect bar laps and mechanical splices. ICC-RCSI Verb that bars are adequately tied and supported on chairs or bolsters 4. Post-Tensioning Operations Inspect placement,stressing,grouting and protection ofpost- tensioning tendons. Verify that tendons are correctly positioned, N/A supported, tied and wrapped Record tendon elongations. ICC-PCSI 5. Welding of Reinforcing Visually inspect all reinforcing steel welds. Verb weldability of reinforcing steel. Inspect preheating of steel when required. N/A AWS-CWI 6. Anchor Rods 214 Inspect size, positioning and embedment of anchor rods.Inspect concrete placement and consolidation around anchors. 7. Concrete Placement Inspect placement of concrete. Verb that concrete conveyance 4 and depositing avoids segregation or contamination. Verify that ACI-CCI concrete is properly consolidated ICGRCSI 8. Sampling and Testing of Test concrete compressive strength(ASTMC31&C39),slump Concrete 4 (ASTMC143), air-content(ASTMC231 or C173)and temperature ACI-CF7T (ASTMC1064). ACI-STT 9. Curing and Protection Inspect curing, cold weather protection and hot weather 2 protection procedures. ACI-CCI ICGRCSI 10. Other. CASE Form 101 9 Statement of Special Inspections • ©CASE 2004 Soils and Foundations Page 4 of 5 Item Agency# Scope (Qualif.) 1. Shallow Foundations Inspect soils below footings for adequate bearing capacity and consistency with geotechnical report. PEIGE Inspect removal of unsuitable material and preparation of subgrade prior to placement of controlled fill 2. Controlled Structural Fill Perform sieve tests(ASTMD422&D1140)and modified Proctor tests(ASTMD1557)of each source offrll material. P&GE Inspect placement,lift thickness and compaction of controlled fill. Test density of each lift offrll by nuclear methods(ASTMD2922) Verify extent and slope offrll placement. 3. Deep Foundations Inspect and log pile driving operations. Record pile driving resistance and verb compliance with driving criteria. PF./GE N/A Inspect piles for damage from driving and plumbness. Verb pile size,length and accessories. Inspect installation of drilled pier foundations. Verb pier diameter, bell diameter, lengths, embedment into bedrock and suitability of end bearing strata. 4. Load Testing 4. Other. CASE Form 101 • Statement of Special Inspections 9 ©CASE 2004 Wood Construction Page 5 of 5 Item Agency# Scope (Quali.) 1. Fabricator Certification/ Inspect shop fabrication and quality control procedures for wood Quality Control Procedures truss plant. ❑ Fabricator Exempt 2. Material Grading 3. Connections PE Visual Inspection 2 4. Framing and Details PE Visual Inspection 2 5. Diaphragms and Shearwalls PE Inspect size, configuration, blocking and fastening ofshearwalls 2 and diaphragms. Verb panel grade and thickness. Visual Inspection 6. Prefabricated Wood Trusses PE Inspect the fabrication of wood trusses. 2 Shop Drawing Approval 7. Permanent Truss Bracing PE Visual Inspection 2 8. Other. CASE Form 101 • Statement of Special Inspections • ©CASE 2004 Final Report of Special Inspections 17036 Project: 175 Oakland Road Location: 175 Oakland Road, South Windsor, CT-06074 Owner: Berry Patch III LLC Owner's Address: 175 Oakland Rd., South Windsor, CT-06074 Architect of Record: Structural Engineer of Record: Robert M. Dawson, IN P.E. To the best of my information, knowledge and belief, the Special Inspections required for this project, and itemized in the Statement of Special Inspections submitted for permit, have been performed and all discovered discrepancies have been reported and resolved other than the following: Comments: (Attach continuation sheets if required to complete the description of corrections.) Interim reports submitted prior to this final report form a basis for and are to be considered an integral part of this final report. Respectfully submitted, Special Inspector Robert M. Dawson III P.E. (Type or print name) Signature Date Licensed Professional Seal CASE Form 102 9 Final Report of Special Inspections 9 ©CASE 2001