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HomeMy WebLinkAbout175 OAKLAND RD BLDG 7 Electric # APPLICATION FOR BUILDING PERMIT Plumbing# 11 HVAC# IDS 0Ck C,V-VA �a Date: l D 7 Sprinkler# -70 o U16lp F Estimated Cost $ FINAL APPROVALS Permit Fee $ I Building COMPLETE RED BOXED AREAS Occupancy Fee $ Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit Appr.forCO. 00- SIGN ON REVERSE SIDE / Total Fee $ a D410 TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ a The undersigned hereby applies to do work according to the following: Applicant-Tte W tro P�-hu4:bw 0=. LocationofWork 11a. p —Lot No.BtAitdrn Applicant's Address(n t-:"tj14)je_-txNir St%-,j 10r.'s Tel # '8a - 6n4. 56gn Town Zip [�c03,.1ti Lic.# MCA.DAO0LIc1 Owner 2YtU Architect ASSO C kabL Owner's Address Lip 1`I %Jle�\lk. 4&kW Architect's Address Zn 1.k�vtL�y,,�2Sk �Yiv� �U.y M ng�.,q � t-S Zip ����"L QI(w�1�1. �T Zip 6�oao2 Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit !6u to-,OD wrry\\ City Water Well J Septic System J Sewer .23r70142 Ins: HO sPLA Area Basement Garage Approved by IS4 - ate +dd r 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 yyhic this bui ding and its use is all wed. Signed UV� e��0 Av\c( kov4t I hereby apply for a Certificate of Oc pancy for the work described in this application for the permit. t Signed C, I�czrt ay p,.. DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS INSPECTION FIELD SHEET 04/18/22 Printed by Middleton, Morgan 16 04:23 INSPECTION: 99187 FINAL PERMIT: STATUS APPLICATION: 201701421 LOC: 175 OAKLAND ROAD SOUTH WINDSOR PROPERTY ID: 65700175 OWNER: BERRY PATCH III LLC CONTRACTOR: REQUEST BY: PROJ DESC: BUILDING PERMIT FOR APARTMENTS. BUILDING 7 WORK ORDER: INSPECTOR: DOUG RESULT: PASS REQUESTED: 12/14/18 PRIORITY: SCHEDULED: 12/14/18 PM COMPLETED: 09/10/19 UNPAID FEES: 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS: ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION O1/09/19 DOUG PASS B001 FOOTING O1/14/19 DOUG PASS B002 FOUNDATION 08/19/19 DOUG PASS B003 FRAMING (ROUGH) 09/10/19 DOUG PASS B004 INSULATION 06/05/19 ROSE PASS E001 ELECTRIC SERVICE RELEASED TO EVERSOURCE CRS# ON 6/6/19 08/19/19 DOUG PASS E002 ELECTRIC UNDERGROUND 09/10/19 DOUG PASS E003 ELECTRIC ROUGH F005 FM PENETRATIONS/SEPERATION F025 FM EMERGENCY/EXIT LIGHTING F035 FM EXITS F040 CO -FIRE MARSHAL INSPECTION 09/10/19 DOUG PASS H003 HVAC ROUGH 03/15/19 ROSE PASS P002 PLUMBING UNDERGROUND WATER TEST UNDERGD SAN. DRAINS 09/10/19 DOUG PASS P003 PLUMBING ROUGH 09/10/19 DOUG PASS P004 PLUMBING GAS TEST 5002 SPRINKLER UNDERGROUND 5003 SPRINKLER ROUGH 5004 SPRINKLER FLUSH 09/17/19 DOUG PASS 5005 HYDRO TEST INSPECTION FIELD SHEET 04/18/22 Printed by Middleton, Morgan 16 04 23 S006 TRIP TEST 08/12/19 FOLG PASS Z003 CO PLANNING INSPECTION Electric # APPLICATION FOR BUILDING PERMIT Plumbing# _ HVAC# 11 S Dl�IG�r�t'l Date: / ? [ Sprinkler# Estimated Cost $ 0o0- 0 FINAL APPROVALS $ Building COMPLETE RED BOXED AREAS Permit Fee Occupancy Fee $ Engineering Affidavit TYPE OR PRINT ONLY Eng. Insp. Fee $ Appr.forCO. ► SIGN ON REVERSE SIDE / Total Fee $ la5— TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant Q � �sp� _Location ofWork a N d 170adLotNo. Applicant's Address -_�Y_X_ `� �'� --_ Tel # tlq(o(,_1 l 7 Town V W`tk - -112hh Zip Lic.# Owner t1 t` Architect ' Owner's Address Architect's Address Zip Zip Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit 1,44 u C "v City Water Well J Septic System J Sewer J 261 Ins: HO SP Cert. Area Base nt Garage Approved by Date ''���� 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 ch thig building and its use is allowed Signed i►///n►l�\ I hereby apply for a Certificate of Occupancy for the work described in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS APPLICATION FOR HVAC PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT o I y APP O 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg.Permit# Date Building Inape66 Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 / �ILtS�Ctix'L /:,)/ Over$1,000= Street No. Street No. $15.00 per$1,000 74)1—76,41 or any$action thereof Tenant Designation Apt,No. APPLICANT APPLICANT ADDRESS �cl c.c•-�,• :c ��/�/� APPLICANT'S PHONE# rya OWNER SOWN $4-4< OWNER ADDRESS wpi�rrr�.�r' n�, OWNER PHONE CESTIMATED COST$ IS THIS A CONTRACT COST? Yes z--No FEE ENCLOSED$ 3gq ` TYPE OF JOB: J�-(Zq OR-CO� New Installation Alteration/Addition/Repair Revised 03/05/10 APPLICATION FOR HVAC PERMIT(Continued from ieverse side) TYPE OF*STEM: TYPE OF BUILDING: RESIDENTIAL A/C COMMERCIAL ❑ VENTILATION ❑ INDUSTRIAL. HEATING W" LOW PRE$URE LlAffl LBS. HIGH PRESSURE L14IIT LBS. WTYDRONIC it WARM AIR ❑ UNIT RADIANT.HEATER EXISTING RADIATION ADDITIONAL RADIATION `.,TOTAL RADIATION DESIGN TEMP OUTSIDE�_°F INSIDE��°F DIFFERENCE OF TOTAL HEAT LOSS(BTUH) I °F(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) o n a -F- GROSS HEATING CAPACITYtINPUT BTUH). NET RATING(OUTPUT-BTUH)2 ems TYPE OF FUEL ❑ PM OIL TANK LOCATION:❑ ,INSIDE ❑ OUTSIDE CAPACITY GAS-INPUT LPG TANK CAPACITY ELECTRIC-KW AIR CONDITIONING DESIGN TEMP: OUTSIDE °F INSIDE 22 °F DIFFERENCE OF TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) 2 C as TONNAGE COOLING CAPACITY(BTUH) voC� VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) FURTHER DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF.SUCH IBC. CONTRACTORS LICENSE NO. E STATE SIGNATURE OF APPLICANT DATE "' ( � DEPARTMENT DECISION APPLICATION FOR SPRINKLER PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: <7b p p 10 BUILDING DEPARTMENT APPRC rVEDv 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date Building In: Application must be printed or typed FEE SCHEDULE Location of Job: 17,E 6zkr&«eozL� $0-$1,000=$15.00 Street No. Street L o• Over$1,000= // $15.00 per$1,000 ao,� ts' 7a/— -705! or any fraction thereof Tenant Designation Apt.No. APPLICANTlel APPLICANT RESS R06C, +- G 44 T APPLICANT PHONE# �� _ J 2 L O W N S F,q OWNER C!� OWNER ADDRESS Ob OWNER PHONE C = ESTIMATED COST$ A IS THIS A CONTRACT COST? _Yes ✓No o t"j�s✓ FEE ENCLOSED$ d� I� TYPE OF JOB: 1 Z DSO R-Cod i/New Installation f Alteration/Addition/Repair /-r.�og6ly2( 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?A YES ❑NO ❑MERCANTILE ❑EDUCATIONAL CURRENT USE AND OCCUPANCY A q 3D- s J7u�el I►"n 4 ❑INSTITUTIONAL n 0 FACTORY FUTURE USE AND OCCUPANCY I�,ACt V+✓r�.r1-t 5 ❑STORAGE ❑GARAGE ENGINEER'SNAME❑MIXED USE /1^. - PHONE %0. 2-46, "I-111 (Other please specify) ADDRESS l 1 o KA"v�o_� �o kcal CITY STATE C T ZIP O6114 KIND OF INSTALLATION � 7 SIZE OF MAIN DRAIN — WATER PRESSURE AT STREET(PSI) ` S14Z, ARE SPRINKLER HEADS ALTERED? ❑YES ❑NO IF YES,CHECK ALL THAT APPLY: ❑ADDED 0 DELETED ❑ALTERED IF MORE THAN 3 HEADS ARE ADDED HYDRAULIC CALCULATIONS ARE PROVIDED BY(CHECK ONE) ❑PROFESSIONAL ENGINEER ❑INSURANCE COMPANY WATER FLOW WATER PRESSURE AT SPRINKLER HEADS(PSI) ARE PUMPS REQUIRED? 0 YES Jff NO IF YES,CHECK ALL THAT APPLY: 0 FIRE 0 BOOSTER ❑OTHER ARE STANDPIPES PROVIDED? ❑YES ONO IS A SPRINKLER SYSTEM PROVIDED? DYES ❑NO SPRINKLER SYSTEM MAIN WATER SUPPLY RATING GPM 11tL'o TOTAL DYNAMIC HEAD(TDH)OF FIRE PUMP PSI f -�^ DESCRIPTION OF WORK 1r�S GI�G�O� Ot G /BRA 1-3R Spr,,n4er Sfs-CM. 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. I^ 1151 1 � C-r CONTRACTORS LICEN E STATE SIGNATURE OF APPLIC DATE ©� ' ► 110 Murphy Road t � encore Hartford,CT 06114 ` • WEBSITE: ' www.EncoreHoldingsCo.com HOLDINGS PHONE: 1.860.246.7711 February 5, 2018 Town of South Windsor South Windsor, CT i 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 7 Location: 175 Oakland Road Authorized Agent: Tyler Satalino Thank you for your cooperation. S' v eremiah C. O'Connor 3 j FSSGFIRE SUPPRESSION �� encoreALLSTATE' U.S. Fire Group SYSTEMS OROUP ELECTRIC "elf encore �� I FIRE SYSTEMS 1 DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR f I D O k.,,q 1 BUILDING DEPARTMENT APPROVED 1540 SULLIVAN AVENUE 644-2511 EXT.230 Bldg Permit# (`7001�to (Date) (Building Inspector) Application must be printed or typed FEE SCHEDULE Location of Job: $041,000=$15.00 Street No. Street La Over$1,000- $15.00 per$1,000 urn; or any fraction thereof Tenant Designation Apt.No. APPLICANT 0_►�c_rt� Moak APPLICANT ADDRESS q Sao APPLICANT PHONE# �� MIN S F OWNER g�r V Lj lotq� OWNER ADDRESS L � ,ate ,vim � ,�jAP . ';�!i L_xt lC)O y OWNER PHONE ,K� 0 C ESTIMATED COST $ 2D oo 0, (J IS THIS A CONTRACT COST? YES _,GNO FEE ENCLOSED$ (o o o ��1w TYPE OF JOB: OR-Co /New Installation Alteration/Addition Repair *,;2017c;�4� � Revised 1=111 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A RESIDENTIAL BUILDING PERMIT APPLICATION? YES ❑ NO O BUSINESS O ASSEMBLY CURRENT USE AND OCCUPANCY f 1��Ifgk O MERCANTILE FUTURE USE AND OCCUPANCY `finec'N"S 0 EDUCATIONAL —T O FACTORY ENGINEER'S NAME 06-1._ O STORAGE �i011Si.LI�f�Q Enq.PHONE �•,Q3,6.4.? � J .J O GARAGE O MIXED USE ADDRESS �����, (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION &x,5�2+',.SIZE OF MAIN DRAIN �- NO. OF TOILETS�_STYLE / zF5 j c6jL- NO. URINALS D STYLE NO.OF BATHTUBS NO.OF SHOWERS 0 NO.OF LAVATORIES NO.OF CONDUCTORS SIZE NO.OF STACKS SIZE 3 AREA OF ROOF � NO.OF CATCH BASINS NO.OF FLOOR DRAINS 1 NO.OF OTHER FIXTURES _ KIND Y� ZL C 9- ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW O YES C3 NO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK Ec Cam' J r SIZE OF WATER MAIN �_ SIZE OF WATER PIPING&RISER ft WATER HEATER: TYPE fe K(4r,� MANUFACTURER /T`D -,n A 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. 7O'3 0-z j( <�(- CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE /0 APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT '-1 bJ 44 j APPRO . 1540 SULLIVAN AVENUE. Bldg:Permit# -I W-2511.ext. 230 4I -I-7co?6� Date Building Insp , Application'Must be printed or typed FEE SCHEDULE Location of Job: $041,000=$15.00 F�S�t�reet Over$1,000= No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt:No. APPLICANT TSl GC:A-,q%fA& APPLICANT ADDRESS i$Z 0c0,r_woo4 b(,,,r_ \a s�.fn�...t.� Qk a 6033 APPLICANT'S PHONE# ` 6o-Lk-so- Ss gg OWNER —�e.�,..a cam--, ��'. l_I C' '�pW N S OWNER ADDRESS L-, N, �L� -�� C , * OWNER PHONE �� • io S 6 C ESTIMATED COST$ U IS THIS A CONTRACT COST? Yes Vt G FEE ENCLOSED$. TYPE OF JOB: ? SOR•C0 New Installation Alteration/Addition/Repair dV)r7ai Revised 03/05/10 APPLICATION FOR ELECTRICAL PERIVIIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASS D WITH A BUILDING PERMIT APPLICATION? YES ❑ NO RESIDENTIAL CURRENT USE AND OCCUPANCY A R �ND WGl(i•ng ❑ BUSINESS ❑. ASSEMBLY FUTURE USE AND OCCUPANCY -}p0"✓+rr 2er s ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE: O ZS C. ❑ FACTORY 0- STORAGE ADDRESS, ❑ GARAGE . Cl MDWD USE CITY V`.I r SUY STATE ZIP (Other please specify) TYPE OF INSTALLATION I WIRING METHOD A+,i.�,r� etc, .�; �e v ,.vie x;Cali 5 •J iZ.C� ce cs�� SIZE OF SERVICE Lk CO Amp. 1�(.L\to\! SIZE OF MAIN CONDUCTORS t SE R NUMBERS OF METERS S NUMBERS.OF DISCONNECTS AND RATINGS NUMBERS OF PANELS S 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 NUMBEROF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE-SUBMITTED. DESCRIPTION OF WORK n1er�,r V��ti\_ j�ikktr` C.c,�A& Tv �J ..r rW--s! X _ '.r, to (cwc„r S£R c,s cen \tw JG\fie of �c.L\c .I 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 PERFOR- MANCE OF SUCH WORK iZ•3SLti �.- \ C�\. CONTRACTORS LICENSE NO,", TYPE STATE SIGNATURE OF APPLICANT —�/ DATE i �1 � � l r1�rZlfl2 �����h�GG/L W • m 1540 SULLIVAN AVENUE•SOUTH WINDSOR, CT 06074 TELEPHONE(860)644-2511 Apt ACT CONCERNING CONCRETE FOUNDATIONS: Suction 1(Public Act No.1&45)(NEM MF dive October 1,2016)Prior to the issuance of a Certificate of Ocmgw y for a new residential or commmul balft for which a concro iioandatioa was iastalbd.On or after October 1,201C tab sppUc W shalt p wAde the Building Official wilh written do=nentat m of dw name of the individual or entity that suppliod the cmmvto and the naaoe of the individual or antiiy that installed tha con=te. Copies of such docmnedatiam shall be m in the racards of the offm of the Building Official for not less than fifty(50)ymm Please fill the information in and sabmit to the Badidiag Department: Date of information received/filed: a • C)d ��0 . Project location. � 7 Job description: 7 q- wc, of .Ap (C) vp"o I CONCHM CON /) Name: t Name:yli 0� �l �Jv���P" Cd„c�e �'D�'►�iwc�� (Please Print) (Please Pant) Address: 10 We-) ' m i yl 5 f- Address:370 Oem I1 ph�ne✓c �� C� 2 16 ? phone contactAPP /1 LJCArE /1 - ACT"OR rmatiow Nana: 1"�e l v o l�h 5 y-u CT 1 c1 11 (Please Print) • x E'c ��/( ���' PhonelCantact: -60 .L5 v .q 77 12= NJe"w Address. v w 1� ►n d� lr aiafl: P Wi a eiN5 ` 4he !'v—vex, fir,c v`�l (V� Date: i i S44VI727"E LL 111r226.14' .. 194 �� \ , '2F o� - oC 0 t t ome cww nr'er•c 1 �� /�I I � en ataJ n r lD H err vi c., c o f� w W - )AD Wm � aO °o c 481.04 - - °gKCAroO �� = LPL U t t H cc P 30 At f LL q N N 7 G� g v ..- tAW 0 m Dp x 0 6 6 a �� N Z oo co r- to V vi m 4. 1 GP���QG fivar oR - 3 -q z G. ITf�� /L�1\ ITI�� O1PG �0 61 °°� `l/ - F 3 <d Ix ��'Pti611 0 AKLAND JL d O L 1 JL� ,� y'h1`e f-4�' ' �qti rO2 - O 3 a o P�cn 0,o•ry Q\1Cj�� i E hFDAN 0 _ /w co Z I n A TAT A m Tn n An �Gl�� � R T r vn 11p chi T T T 1W q n ,�5�� \ ,( � � � A -/ W V t11 1 JLJ�11 0l 1J b V �11J ` 1 b 1 . UEll d �y JL �� '\f - ! - Sx- - - Sx- - - Sx- - Sx- - - Sx- - - S.- - - Sx- O _f I Z �� \� \ - = a to SMF x- Sx- Sx- Sx- -f- Sx- Sx- -- z W J=1 .28 - - s - - Sx- - - Sx- - Sx- - - Sx- - - Sx O - - - Sx- - - x STA u } O >- S - Sx- - - Sx-- - - Sx- Sx- Sx Sx- Sx- ( ) x �"'--'�---;---K--- c.6. -ti -- - FFT m V J lNV-22.53' 8"PVC 4_-�r --;---;---;---;-- 4---;_-N�4---f- ;-- - R---s- ITE M Q wwv IF- M / / �r 6 _ SIGN P \x,L4•,a 26412 cv 7/Qrp ) VDQV /\ _ / _ _ / -, cw Rik 1� SIGN \ rQ� \ �... ., I -�- \ - �O� Ink to _ � amp \ y � �_ MOMID a Pf-Lj 0 S9� xS \ xsr _ � _ ! 1 _ _ _ - - - _1- CB S6 \ D -127- I REr. WALL i I '� '•`:�? " \ / f v-�+129- - `C^D' I , _- -^�..F- - -.m-, - - - � .. �- -• � I � xa ^S k-,/'-xS -�` - - - -'^� OMH ,_-- - - -126- -Dr' --- - I- , % +S W w � ( �+ E� � 1 7F�ANSFORME� TEL.BOx. / 50{ F.Y. N PLAN I 1126 RIP-RAPS I a ~ I 1 / . +. 560 4z.� S3771'100w LOCATIO.,.,� _ _ / eiT. WALK _ - - - - - , s j \ 9 i� 6 - _ `aC3L 6' f cv =sus" : �- - - _ - - -- -'---' �7. / ' 147.46 r. _ - - /. �/ j' w EXISANG u- --- 1 8ST' / icv_ _- '/.r/- / , i t\ \ �-. - -- / -f- o FF-128.E c s� (� 126 Sn BUILDING 7 - 2 a E x /NV==128.16 0 ' . BOH ❑❑ 24.0' ` I\ i I / - _ - I I 'A- - -� 1-9 ��g a r 240' M7. Ot of i 1 w k i / - / on N N 4"HOPE - /NLET f •.. 0� .1 i �• - �w / �2D• I \ / i i bhk } "\`' __ �wv - \ +•c16 -- T; � ! / COURSE 12� 560' -_-y =;---a--- --- \ry i d BIT. BINDER / / B1.r BINDER �t /. I / / �fl \\ o zz COURSE LEGEND / CA rV Box 9 +1tij I r . �� I I I .I \.� _ -, Wit\\ f I �G Qg _` Eux & _-\ q c p EXISANG FRAME BUILDING v 1 / ---y - 4 �. « / _ CHAIN LINK FENCE EXISTING DESCRIPTION ❑I o FF128.1 _ - - p�%w"�. j.� / �• I� `'�-- - -l � I � .a \ _ -IIp� - - oeo �9/ \�\ DOMESTIC WATER ° wG ' ' 50 BUILDING 1 ;� t / '- 1 nti=-_ _ I P ° o o \ \ ROOF PEAK.159.25 r. �ti h"� '�/ ,fw / / E i I \ , , 1127 I-� _ - - - '` -�� -� / o i �- . - - - �k- - - WX- WATER MAIN ❑ v o x 1 \ r a r 1 r 1 /� -f 127 / 5/// , ./i INLET#23 O I i \ 1 I I 1 / a---g---° =--a - -�/. I �//// //l / J` _ BIT. WALK - wsx- - - WSx- WATER SERVICE J O 2.0' INLET,{4 - I\ 1 \ I I I I _ _ 2.0 \ -a_ - I' + --q _ o- /� ___w-- -a \BIT WALK / I DMH#71 � �Q � '. 9. \` � � / /// //// '��� A FIRE HYDRANT Q-� "D ON lNV=127.49 I I �• / r a L - - - if I i - - - - - cx i _-/ r � � / / /! N e TI IPA] r_n c 0 0 .Nc� w"unoc X1 23.8' BOH 0® BOH k I ( 111 0_ d .y. ( t'/' -^"..�.- - I I ��,1/\�_/ ",- ' (`'127•�.. "i _ -� / s / LL I"_' L0 I 1 1 _- 9- r _ _ _ �/ cn I cn r / - - c c - ' 1 a ❑ �1 -It- I /° + I I m I ----- - - -INLET 13�\ y j i I 1s m m / 5.2' I I // 119one.61' - x- - - x GAS MAIN p > V �. mo, _ 1 \ L�j +" I - ',�= 1 /I f�d1 INLET --- r----- # r x e I - _l 0 d vx. I I INLET AD o I �- p POWER E I¢ �' 1 a COIVC. - r 12 OMH L {' _ 1 r--- h d (� V 0 >� 2�. � �`- �'T -- I rc- I � _ ._.- lNCEr con/c. N4,532 04 W -•.1 AD - I' I I x126.8 r' �❑ _ p - �0. I W g . '� '{- 11 ,P I I oc ELECTRICAL LINES, OVERHEAD z N hA O INV==126.75 1 W/ov)Y B/T. WALK I ( . I I `, SIGN ❑ 34.0. N 34.0 34.0' I I Z to I I o W/i VINYL o I I I� ��' a X C �O 4'HOPE \ l 'FENCE i16 I, Ig ( o ( I I m� I ( i / FENCE I I I I' 'I J - - - Eux - - - Eux - ELECTRICAL LINES, UNDERGROUND W Co 340' N Q to o - +. D. - INLET / (TYP J I 1 ' 1• ' i MA/4 1� I 1 g \ u o w i. a k 'mom (�,� ��(` ` UTILITY POLE O Z \ \ +1�I I . a BOXES 16I w t I I 172' / 17.3' ( co N/F c„ \ I I +� II 1 ti6i y / EXIS77NG 7' 111� 1 Q LL KENNETH R. S/MLER s a I e \ 5a 124' /' + g I PROPERTY \ HD S/G \ 1 I 124' 12.5' 5 a L , 6.k x I' i p I ' '1 . 1 1\p I I�^ 1 12.5' O I 6 NT SMH I ,� BFF°77 a 1 1 - \ I a I 6 INLET 114 m i \rI .I + � �. ) � (VOL. 2561 PG. 160) N k 7 � ' �\ - - PROPERTY LINE to DU/fiPSicR j 1 f {M I 'I I I I - A is Uiv/ia �,ir.f .1�' /' I I - GONG t� ; 5, \ _ _ m - EASEMENT LINE co m m o Y 11 S \ I i I / t / 2 01r I PAD f9.9' \ \ z r + �. , a . / ❑ e i. I I � �\ INLET STRUCTURES PAD ' \ ' +"I I I g CO J _l sz I sx�( 19,9' W/ NNYL \ ���� w .� N, z z + 11 \S BIT. BINDER \ T I I (./ I I c" $ O C ® EX/SANG 1�16 Typ I \ v \ O IRON PIPE lNV=126.09 I ❑ � � FENCE A/C UNITS(TYP) ` \ \ - COURSE I I DMK o EX/SANG NiN BUILDING 5 IZ /� I �x I TEL w ( ) + I \\ \\\ w `- v 3 m U ¢"yppE `` I / + I g 0° BUILDING 5 a FF.127.5 a - 26 I a CA TV BOX p \ I_ I FF127.5 40P' I STRUCTURE TF INV INV INV O IRON ROD INLET 125 9 g \ ry to t BIT.I WALK I {y6' CB \�h I I # I v1(,� \ �NLET#4 NLET#3 127.81 124.42 (8"E) 125.25 (4"W) 0DMH4 DCP GN I o CONC. CONC. T2.6' 5.8' . ro_- ^--- OE I � � �l12.8' a PADlT. ALK 1 -°-_ I - I 20.0' x tp 127.86 125.54 (4"W) 124.44 (8"E) ROADS PAD 2.0' W VINYL 12.5' I 125' W/ KNYL g 005',#1 .II / i I i I s g CB {9 -� - 1 otOo Cn INLET#5 127.25 124.97 (4"W) 125.03 (4"E) 123.84 (8"N) -� �R -o-� SIGN J BIT.' WALK I I I FENCE FENCE Eo N - _o----b : _ v . se' TyP N I N I '-I-�-- w ( ro (Tw-) ( w- r �♦. I INLET#6 124.43 121.04 (8"N) 121.81 (4"S) I - _;- T _ 20.0' lNL N (� Z ' 1 34.0' / k I� I. c eox 20.0' ( " ) SITE FEATURES � - - gip 340 I' I I _ I _ ; ry # INLET#7 125.35 121.94 (8"N) 122.88 (4"S) - Q • ' ° _�.. - _tea - o I I I \ ryh 34.0' I I�• a l�' a ( \ .. . EDGE OF WATER F- J S f / T{8 O CB I I I. / g a 1 ' L__- ---J I I k» 1�� 402' CONC. x INLET 1 Y I ti w 1 #8 124.84 121.44 (8"N) 122.59 (4"S) Q V Q 2a.o I �I i-.----0-i ti �-.-- --�- `� - - -t -126 I { w STONE WALL LU F 6 L-- �� , PAD o f � .0' y m l ti ti k� _125 ��gi DMH�jlii ox� o I J INLET#9 124.28 121.82 (4"W) 120.88 (8"E) Z - - __ x�x�� I I W FE FENCE' II I f l �- OR TREE 0 Z In /NLET,{6 �- OM(NSPo r(TYP) i f2 - � r -- --;-- /�-'-- I I I INLET#10 126.51 124.66 (4") 124.51 (8") tT ~ , e _ - 9 'C� rt I eH I EXISANG ( >f9.9' o l t . . . . . . . . . . . . . �6_ k�a- �- J a I I BUILDING s / TREE LINE INLET 17 w CONC. `. I I 125 -- - x PAD I I + o, + +k._125'� I I T9.9' fFr 127.s INLET#11 127.07 125.27 (4") 123.67 (8") V °?1 n� W/ VINYL EXISANG I. OCS 16 tl - � ry�' � / ROOF PEAK.159.14 � / � \ ` I � 9 � � � I � G SANITARY SEWER Z ^�i a FENCE v ^---a---0. -- 0LO BUILDING 2 ( I /- BIT. W 7i' - I I/ T,{�16 / 2.0' N I I I `I \ N N x ( ( INLET#12 126.82 124.9 (4") 124.0 (8") - - Q (�) FF'125s I ael. w �. I a +`/ / I I ��(� ° " ❑ I r / / / / - Sx- - - Sx- SANITARY SEWER MAIN -I O o C I ROOF PEAK.-156.97 17.3' 0 I I I I \ 42.5' I 1 1 / I LET#13 125.42 N/A 1[ N n.3' �ryk / I l 11k' I I i I / INLET f22, - - I 14.0 � { F 6 �O e T72 I ' / SANITARY SEWER MANHOLE Q 0 Q _ f7.3' ` INLET#14 125.49 N A • ' i N + INLET 'T l I o � INLET,¢77 .�, I + � I / � � Z Z INLET s `~ a I \ I I' { I' I A/C UNITS(TYP) o I I STORM SEWER c> I I I INLET#15 126.59 124.64 (4") 123.54 (12") 3 n I a el I \ 42.5' II / ` 1� I - f, 14 0' 2.0' 14.0' tin 1.D' I CB,{11 r I w / 124 I INLET IA18 I 124.4 . CBI O w a x / - - - Dx- - - Dx- r 0 x T9.8' , 11- I I _ _� I I # o / // / / INLET#16 124.10 120.69 (8"N) 121.84 (4-S) STORM DRAIN PIPE _ 19.8, N I ) I I �� d I \/ 2.0' A/C UNITS(TyP.) I Y r Ya °- I ' / U a 1 i I I I� ,CA TV Box EX/SANG Y 9� 41- II INLET#17 124.80 122.2 (4" SW) 121.3 (8" NE) OO STORM DRAIN MANHOLE :D \ I I BUILDING 4 ro 1' I ( rlK r x I 1 cn 150 / O ,\� w o OT/(x I I I I I ' I I ❑ 1'0 ( ro FF'124.5 k !I o SMH, { 19.9, / INLET#18 124.06 122.63 (4"W) 121.38 (6"E) ® CURB INLET y 19.9' _ ' t W I I +, � EXISANG I' 7 0', I A/C UNITS(TYP) . .i ! °1'b�" _ `0. \mow `= - - - / / INLET#19 123.45 122.14 (4"W) 120.81 (6"S) WETLANDS iwv -._.ti-. BUILDING 3 N Lo' I . W 1 II CA TVBO +\tD u T I I I I N FF:124.15 B6 O p S V'Il n �I 20.0' �_y_ L - - _ �-Y-- ROOF PEAK.15�ATV BOX a INLET#19 m I ( BIT. WALK / j // / WETLANDS LINE ILL 20.0' y a 1 \ 1 {A� ._J- --I� A/C UNITS(TYP.) 2.0' I \i . S f a �I \ N I 1 -1 II 0' I a x \ - -'-.- - -� - -' -- �/ -/Y INLET#21 124.80 121.39 (8"N) 122.41 (4"S) INLEr,f�24 1 __-v- -s �i -- -�- I 123- I � CONC. 2.0' 14.0' l D ,�10 _.�..- ; ca PAD 1. 14.0 42.5' It \ / - - - o .�D _ /� INLET#22 124.87 121.44 (8"N) 122.21 (4"S) w W/ VINYL cn I t 20.0' tik7 I ( -I ( a / ° - - \ NOTES. N t 20.0' I �5 FENCE _- INLET#23 126.76 122.59 (6"S) m U WALK 1 _ I �- }-Y . d ��' TYP 2.0' Q � /. � � w ° r \ \ / >- cR > �� �* x o y� y -- I cv +` 14.0' 20 ( ) _ �o' 3 a /. r2srl \ � -Nl�fis2i 1 1. PROPERTY/S IN THE AA-30 ZONE. m m fi I 'y. I 425' \`l.\l. h I / / - INLET#24 123.ss t17.82 (24"E) 2. TOTAL AREA OF COMBINED PROPERTIES = 427,025 S.F., 9.803 ACRES - t ° N`v � /i \ i° / / i 4"H ' J. HORIZONTAL DA TUM IS BASED ON NAD83. VERTICAL DA TUM /S BASED ON (a d 40.0' CONC - a I I I I CB ` BOH -.J m I 1 't�s 005 4 / y+ a / / \ PAD I I. ` 1 L_--- I ( \ / / INLET#25 126.54 120.39 (30") a 1 ,r _ 5 \ a 123.E x� i /GONG UMPSTER AD ° . 11 . NA V088. W/ VINYL I 1 I 1 h ( � I o- - r /i // / FENCE I I a W ry �6 �' \� I I INLET /° / / (A� HD �'S INLET#26 126.06 121.37 (24"W) 4. WETLANDS WERE FIELD DELINEATED BY PIE7RAS ENWRONMENTAL GROUP ON (7yP.) I I a I I . - I. i ti `� + I ( cv ' I;J20 _off �' °/// /NV=119.30 /�T� // / p�\�\Q AUGUST 2016 AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. T9a' EXISANG 1R8' cv I I = In c Id +1 ' " ° ��123 \I --"i -' �' \ / ° / /// 4"HOPE / 31' 15 � O' S5 Fi5 0�1 AUGUST 2016. ti N BUILD, 2 c r I I a �o��? I I I• L _r-� rG - M� o N �+ ' SMH#3 // / �1� / IF P �j 5. PORTIONS OF THE PROPERTY FALL WITHIN THE LIMITS OF FLOOD HAZARD FF125.5 / I mv. . '/,!. II {QU,#1 � T ❑O/ �_ a c . ^ \'' s/ �///// , " / G' ZONE 'AE" AS DEPICTED ON. 'FIRM FLOOD INSURANCE RATE MAP TOWN OF ° Iry OOF PEAK.156.92 123. x a w i �ro� y° o / J2��f / / / �G P� Q 61• i lc - / P Q 5 SOUTH W/NDSOR CONNECT/CUT HARTFORD COUNTY PANEL 383 OF 675 / / !�y � �� COMMUNITY PANEL NUMBER 09003C0383F EFFECTIVE DA TE SEPTEMBER 26 � rl J y �o ' m l� N _-�_ 1 fa' r + •� - / // �,� \� p�' 2008 FEDERAL EMERGENCY MANAGEMENT AGENCY FEDERAL INSURANCE z `1 I s a -` - _r _k\ �i / / 0 J ADM/NISTRA TION. Z - sx- - o /� t�\ I a 10 ' . ' ,� 1 __a- I / __!w- 1,0 ��✓'�' & x' ` 17 / / 1 6. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED 3 `\; ` 7 0' - - i -,-+`��i -� I .1 ' ��,�, �; d '' �,�� 22 _�I' ��/ I - o ' �' 1 n� t� '� �, AND NOTED HEREON HAVE l/E BEEN COMPILED, IN PART, FROM RECORD m p . _ I + _ _ i MAPPING SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR > p o Y---y_- -_ ,60 \ - / ocs 7 - \ o o -RIP-RAP GOVERNMENTAL AGENC/ES, FROM PA TES AND FROM OTHER < a o I'rH.f � J� / � � � `�-/-- 1 Y ----s 1 '� South Windsor W a \ tL J ti BIT BINDER. \� �i Buildin De artment BIT. WALK - s� - 1ti� = 'COURSE' + .sx _ _�- DMH IDA / 0 \ p SOURCES. THESE LOCH TONS MUST BE CONSIDERED AS APPROX/MATE /N ry \ \ ( I \ + , ) NA TORE. ADD/TIONALL Y OTHER SUCH FEA TURES MA Y EXIST ON THE SI TE 'I \\ S 0CSt2 ',-- �y�--�- - - - -letL - Sx ' a SMH 2 / - , -f - - a�\ # / / / THE EXISTENCE OF WHICH ARE UNKNOWN TO DESIGN PROFESSIONALS, INC. \\\ = _ �- x THE SIZE, LOCAT/ON AND EXISTENCE OF ALL SUCH FEATURES MUST BE lNv�� ��\ - `cQ3- - i - / _ _--.--� �- - c° _� 11s 2 FIELD DETERMINED AND VERIFIED BY THE APPROPRIA TE AUTHOR/TIES PR/OR 4" D \ \ �.._ .__ 120 _ -�_ \ `-w- -- - - - ° TO CONSTRUC RON. \ \\\ \\ �' _ -- '- - _` - _Cl7AC"�7L/xIPST�R-PA� \ \\ = - _ ' gMkL9 \ \\� / 7. CONTRACTOR SHALL CONTACT 'CALL BEFORE YOU DIG" FOR UNDERGROUND � - - DMH ,�-_ €� - �� - '' / UTILITY MARKING A T LEAST TWO FULL WORKING DA YS PRIOR TO START OF /- - - - �- - - - 1-- 108.86 - ___- _ ` CONSTRUCTION' 1-800-922-4455 OR WWW.CBYD.COM. _ \ 7•- - - - - - - - _- - � - - - , DMH#10 125.54 118.04 (15"HDPE NW) 117.24 (8" PVC SE) 116.94 (12" HDPE W) 116.29 (15- HDPE S) - - = = --- - - - - - - - ` UTILITY STRUCTURE TABLE \z\\�V -.__ - ` \\� - - - - - - - - - - DMH#t0A 122.99 t17.59 (12"HDPE NW) 117.49 (12"HDPE E) iL N � \\`� \�`� - _- 110 -• D=-.�x �=__ __-- STRUCTURE TF INV INV INV I'NV DMH#11 127.81 121.81 (30" E) 121.41 (30"S) MAP REFERENCES. p 00 0 N CB#1 121.78 118.0 (12- W) DMH#11A 125.80 119.9 (30" HDPE NE) 119.4 (30"HDPE NW) 119.7 (30"HDPE SW) • � \ •� ` - - `-_...._ __,... _- \ - _ - - 5 1. AL TA/NSPS LAND TITLE SURVEY BERRY PATCH lll, LLC 175 OAKLAND ROAD _ - -� + _ - CB#2 120.95 115.85(1s" NE) 115.82(15"SE) DMH#12 127.17 125.17 (8") 121.77 (30"HDPE NE) 121.77 (30"HDPE NW) SOUTH W/NOSOR, CONNECTICUT FORMERL Y KNOWN AS 151 & 195 OAKLAND ROAD z N " z CB#3 124.25 117.32(15 NE) 119.07(15" E) 117.13(18- SW) DMH#13 128.00 121.00 (15" RCP E) 118.40 (18"HDPE W) DATED 8125117 REVISED TO 1118118 SCALE 1'=50' BY DESIGN PROFESSIONALS, o - d INV==107.41 18"HDPE INC. ,O Q \ CONC ENDWAL TOP WEIR=f07.07 CB#4 124.49 120.77(15" NW) DMH#14 127.37 114.97 (18"HDPE E) 114.97 (18"HDPE SW) / INV==99.98 18"HDPE CB#5 125.40 119.95(36" S) 119.91(36" N) DMH#15 122.28 109.68 (18"HDPE NE) 101.73' (18"HDPE W) • � - \ RIP-RAP C8#6 124.95 120.27(36" N) 122.87(6" S) 123.06(4" S) SURVEY NO TES: DMH NEW -8.6 N 8"PVC -8.5 S 8" PVC / CB#7 124.41 120.47(12" SE) ocs#1 126.08 123.18 (36"N) W (N/A) S (N/A) 1. THIS SURVEY AND MAP HAS BEEN PREPARED PURSUANT TO THE REGULA TIONS OF CONNECT/CUT STA TE AGENC/ES SECTIONS 20-300b-1 THRU y Z Z 0 3 c6#6 125.64 121.76(12" SE) ocs#2 123.11 117.28 (36" E) 117.so (1s"sE) 20-300b-20 AND THE 'STANDARDS FOR SURVEYS AND MAPS IN THE STATE y W 0 V M CB#9 125.65 120.22(12" NW) 119.44(12" SW) OCS#3 126.03 121.97 (30"HDPE NE) 119.93 (30"HDPE SW) OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND W W SURVEYORS, INC. ON SEPTEMBER 26, 1996. W .\ � CB#10 123.93 19.79(12" N) 118.38(15" NE) 118.28(15" S) OCS#4 123.88 119.80 (30"HDPE NE) 118.22 (30"HDPE NW) V ' fQ � c6#11 124.11 N/A TYPE OF SURVEY/S AN IMPROVEMENT LOCATION SURVEY-RECORD AND r' Q OCS#5 123.02 118.09 (30"HDPE NE) 117.92 (30"HDPE SE) 116.72 (12"HDPE SW) IS INTENDED TO DEPICT THE LOCATION OF EXISTING CONDITION RELATIVE 0 0 L) uJ CB#12 121.17 117.89(12" SE) TO EX/STING PROPERTY LINES AND EXISTING & PROPOSED EASEMENT CL � 0 cp \ OCS#6 125.26 120.16 (24"HDPE SE) 118.16 (30"HDPE SW) a J DMH#1 122.96 114.90 (15" NE) 110.39 (18" W) 110.89 (15" SE) OCS#7 119.87 116.26 (6-CONC) 113.07 (15" HDPE) 113.92 (4") LINES G. = c DMH#2 122.06 115.23 (15" N) 116.66 (12" E) 115.20 (15" SE) 115.22'. 15" W) THIS IS A RESURVEY BASED ON MAPS REFERENCED HEREON. • - ( WQU#1 121.58 115.54 (125"W) 117.18 (15"E) 115.29 (15"S) • DMH#4 124.61 121.0 (8"PVC) 119.61 (36"HDPE SE) SMH #1 121.96 116.79 (6"PVC NW) 115.16 (6"PVC NE) 114.98 (8-PVC SE) • HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS. VERTICAL v DMH#5 127.70 121.98 (8"PVC NW) 120.18 (36"HDPE SE) 120.08 (36-HDPE NE) 120.08 (;S6"HDPE SW) ACCURACY MEETS CLASS V-2 STANDARDS SMH #2 121.92 113.57 (8" PVC) �'b �`� DMH#6 126.21 119.91 (36"HDPE SE) 119.91 (36"HDPE SW) SMH #3 123.02 TO MY KNOWLEDGE AND BELIEF, THIS MAP /S SUBSTANT/ALL Y CORRECT AS NOTED SHEET \6• ,A HEREON. DMH#7 127.83 119.93 (42" W) 120.13 (8" PVC S) SMH #4 124.46 115.94 (8" PVC) DMH#8 126.07 117.57 (12"W) 117.57 (15"S) j \ SMH #5 126.35 118.1 (8" PVC) 118.1 (6" PVCs) `-" r' C � 16766 VIIIIIIIIIIIIII1 DMH#9 121.69 112.07 (15"HDPE SE) 111.99 (15"HDPE NW) BARR D. CLARKE, L.S. LIC. N0. 0 0b FIVE4- LAUG 0 7 uth Windsor in Department S44 0727 E >10N mo o 226.14' EEO I y N QXoinr. c o S44 0T27"E >- 0 ^ o } W 481.04' - - Lu�mH °° w o >N ILLi0 � 0' O' H �U - - LU CL 6 6-- N W _ - - 00 0 N _ 1p,O�l N ho No 1� GPI�P QG 3 W 1 OAKLAND _11RIOAD6 Z 4 � SO O 3 0.(.) N�aac GC T ROUTE u1_j Z��Lu J c 25 N c LU 0 % SITE SIGN \ S/ `�EVER 26412 W/R/SER -• � ®_ TTT 1 I �- / -- // _._ __ __._.. ._._____ a� yr cc y -® r r \ q -- -- .-.- --- - duo - / -0- - _ _ s .•-, x, 2F -t4- - - ��#`5_ - - x - - r / DMH#s 411 . TEi.SOX / --' - - ---�-- ���-` --- ---�--{�}�-- -�-- ' - - -ro I ( :,_ _ 50 F.Y. av to. 126 RIP-RAPS 1 i / �l I - LOCATION PLAN.�- �- CATION PL j � ��• \ 1 - - - - - - - -- - - - / _ / \ BlT WALK - 16 v I --- - 125- -r- /� // \+,-- ems-= KGV - - r - - / / - t 0 INV=128.16 24.0' 4"HDPE ss�' �' �'' INLET 3 i k/ I I 61k / 2 I I \ k + Wv BlT BINDER- ---�- LEGEND , n ° / ! / moo.'' /«+1�•-`�---K-----",- -._�.. --b _ - �"ti � \\ �! �I (( � COURSE / EXISANG FRAME BUILDING CA TV BOX + / - ___ _- r �\ 1 I 1- __ - - « _- , AREA UNDER CONSTRUCAON DESCRIPTION 14 ❑ BUILDING 1 //R - ��"� F /- -- _. - --a .- _,u --_ - = - ^'�,`-- _� \ / 1 EXISTING - - - G uv ❑ FF 128.1 _- -- \� w� / - - T! h _ - - DOMESTIC WATER ROOF PEAK.159.25 - / r 127 / I - ❑I 1 - - - Wk- - - Nk- WATER MAIN Q INLET#23 ( i ❑ I 1 k� I O i I A 1 ■i ■ ■ ■ I N 7_P Bir. WALK p ! ■ ■ ■ T L.. Q/\1 b DMH#12 - - - wsx- - - wsx - WATER SERVICE � N O 2.0' INLET#4 - \ + 1 _ - I l w �� _ -_1--- - \BIT. WArK �.^' _ � � 1�- �c� INV==127..46 L - - - � _ '` - - - - - - - =1-# ti1p i 1 �_. - - -- - _�- - I� FIRE HYDRANT 7 ' O N i J 4"HOPE 56.5' \ - cv DMH' 7 - - - - Q / -_- _ - - - - - DMH 1\\ - ;_ --- - -j s \ >C- _INLET. - O L 24.0' l l - 3 - �, _.1�127 I �+� #12 NATURAL GAS 0 8' BOYr - - \ ,; a , 4 I u a BOH 0® k 1 10 r g ( <' mac,. �l y_ Y I \I c> a f9.9' - - V N rs.9' ,52 /NLET - �x- - - �x- GAS MAIN U po 119.61' Q > _J cv --- r I 35.0, POWER W ++ }' !✓ CONC. �27 v i127- \9MH#5 II -- - 1T �j-� 1 INLET#5- ` r-- --'1 --_- �-_-_ \�1 r " d (d V O 1 \ / I II I �- INLET N4532'04"W W u `o PAD #11 EOx ELECTRICAL LINES, OVERHEAD N N INV=126.75 / BIT. WALK I a ❑ ' 34.0' \ Z W I d II X ! FENCE 6 HDCP SIGN 1 1 I 34.0' w 34.0' y o c_ 4"HDPE II" ,� TYP Y - - - - - - - 2 - i I� ('- 34.0' o `° f ro� I I INLET - - - E0x - - - EUx - ELECTRICAL LINES, UNDERGROUND WCO \ -)_.- - -- - - -- - - - - -= 1 26' - � - 1�1 II MAIL h I \ o o \ O 1 1 I( o v o ~J II - _ y _ m� #15 rR3' `� UTILITY POLE 0 f7.2'BOXES0I I 1 12.4' S.8 + k EXIS77NG OIL' 59' 2. ' BUILDING 6 PROPERTY 125 Z L ti 6 I \ N FF-127.7 cn I 6' 1� ) rn - \ \ I 12.5' 6 INLET#14 m' 1� + SMH cv IQ� T4 k I 1 / �_ - - PROPERTY LINE I~ o\ DbMPSTER 11 �h \ (� I I I A/C UNITS(TYP) - �,�_-1` 19.9, c °o > F,I S PAD g. �5 1`�''. I I ❑ o - --- - EASEMENT LINE W 40 INLET STRUCTURES Z 1� +1 ! I w O O CO EXISANG o _ \ I eir. BINDER \ I I c ® J I� / ti6' O IRON PIPE c Q w ; '2 � s 12 /NV=126.09 = I ❑ EXISANG w BUILDING 5 '� Y -_ I 1 a cr) tD � I v J COURSE - DMH,ff$ BUILDING 5 FF-127 5 L 4"HDPE 1-j S / I 6o FF.127.5 !! 0 40.2' STRUCTURE TF INV INV INV O IRON ROD 6 I 1ti INLET#25 9 \ ro (1) P \ g CB#7 n I`' :IZ I� + BIT;WALK tl6' CB �h• r I -� N 'Cq INLET#3 127.81 124.42 (8"E) 125.25 (4"W) Q MONUMENT \ \ �j ' _ _ 12.6' I CP D 12.6' 12.5' CONC. 5B lT WALKi, __-b-I--°--j-N- 20.0' 20.0' tp t INLET#4 127.86 125.54 (4"W) 124.44 (8"E) ROADS O I �' DMHI!" OCS 1 W VINYL PAD I CA TV OX tp# BIT. WALK FENCE - -- I W FENCE a CB#9 Op Cn INLET#5 127 25 124 97 (4"W) 125 03 (4"E) 123 84 (8"N) i �- SIGN 0 0 0 (-YPT�) - `: r - INLET#6 124.43 121.04 (8"N) 121.81 (4"S) 0 \ \ o b 34.0' _ I I __ • cATV BOX 20.0' SITE FEATURES 34.o' 34.o' -- -- 20.o' /NLET% N 2S 26 - s moo. �¢ x + p I- - h 34.0' \ ❑ I � I - •. INLET#7 125.35 121.94 (8"N) 122.88 (4"S) V Q op. \ __ -_ _ o_ sIGN__ , �-_ � _ •• • EDGE OF WATER � E- ,� ( ° - - - ✓ / ET#8 11 - �_---_� / OCS#J lry� w INLET#8 124.84 121.44 (8"N) 122.59 (4"S) Q U 20-0' CB f4 \` L----- -1 1ti�L_._-_�- - - - - -126 � \ t 1 � o 12Jr_ T ` DMH}�11A r c 40.2 INLET## 124.28 121.82 (4"W) 120.88 (8"E) i W Q Z O 1 _ STONEALL ,.350' / 5 -, 1�.►- cR :iM TREE O Z Ln INLET#6 INLET 7 CONC. \-DO{sNSPOUT(T7P)� 1 e ��� 125 -°�- s �$ -125--- J 1� _ _,, - - I ram,., - TREE LINE O k• _ BIT.-:,WALK- i26.5; 124.66 (4') 124.51 (8') 6 _ / o o \ \ f / _ - - - - v 9^ �� j 1 I k�125 I BUILDING 6 r9.9' k� r 1 - f- � .0 'K7�9 �t�' ' INLET#11 127.07 125.27 (4") 123.67 (8") I � n U °2S # �� PAD I + m + 19s' FF.127.6 OCS#6 / I SANITARY SEWER Z n W/ VINYL EXISTING I t� / T 16 I v \ ROOF PEAK.159.14 , - �- \ y a FENCE BUILDING 2 _ / BIT. WALK - _ - I # I 2.0' N I I I 1 \ w INLET#12 126.82 124.9 (4") 124.0 (8") - - � Q Q � (�) I ROOF F-125. 56.97 n.3' / 1 / f 01 V I Q \ - Sx- - - Sx- SANITARY SEWER MAIN J O N o I 17.3' PFAK- 0 I BlL W L I d / + / -- \ I I r� �J 1 ' INLET#13 125.42 N/A k. I i t INLET#22� �. 42.5' 14.0' 4311, I k Of \ 17.3' a Q Q an 1ti / tik' yl .- -- 124 ' r4.o I 1ti' n.2' INLET#14 125.49 N/A SANITARY SEWER MANHOLE BOH INLET r �I INLET#17 II + I ' / O Z Z \ I ° INLET 9 \ I ' I t \ L 0 i i I t T° INLET 15 126.59 124.64 4'- 123.54 12" STORM SEWER I� 14.0' CB#1 J r I I # ( ) ( ) O \ m \ E1� 14.0' 2.0' -* * _ y- w'( CBi 10 �" Vr - -124 I II I '/ 20' / ( v /NLET#18 I I - I 124.4 ( I ' o INLET#16 124.10 120.69 (8"N) 121.84 (4"S) -- -- -- - STORM DRAIN PIPE _ 19.8' m I t� A C UNITS TYP) - �: ` V\ I \ \ ' '' j / (� u E EXISANG ,, *I-- '-EX !I l INLET#17 124.80 122.2 (4" SW) 121.3 (8" NE) OO STORM DRAIN MANHOLE r / 1.0' �CATV BOX BUILDING 4 N K ti6i w o 35.0' D >• 10' k SMH 4 11__h� INLET 18 124.06 122.63 (4"W) 121.38 (6"E) ® CURB INLET \�\ c I a O N I I \ ❑ FF-124.5 I _ ! 0 , # v 16 19.9' # O 40.0' I r _ lr-� kti f f + Z 19.9, (n w ._ - f--. -- (n \ \11 q fi� I -*-I -*---iWv I 1 SANG / UN/ EXl 2 0' A C TS 7YP.) \1 + �k' - - - - - ) \\II x CA TV BC A+1 kT- I --••-" 6" *-+ BUILDING 3 Ni y - I -S.£ � � I INLET#19 123 45 122 14 (4"W) 120 81 (6"S) WETLANDS � N FF f24.5 ti 1.0' I - _ _ m m r 1 BIT WALK / u O GI u r d I I-+-- -_�� ROOF PEAK:157 INLET#19 ❑ � \ � " _ � // � I � WETLANDS LINE \ III\ 20.0' t" - v � - J` -� �- I C�IVBOX # LL \ \\ INLET 24 _ - - "� "^1= I I / ( ) INLET#21 124.80 121.39 (8"N) 122.41 (4"S) 20.0' A C UNITS TYP. 2.0' S .. T i fi 0• �- # l, _ - / 123 ` coNc. z0 14.0' it •� � ! I m I '! I� m W VIPAD 14.0'NYL a 42.5' \ - -- -- --`-- ``0 v INLET#22 124.87 121.44 (8"N) 122.21 (4"S) �t > \ 1 \ 20.0' 20.0 / 1�k)� i I 1.0 \5 FENCE / / _ - - -- i \ NO TES.• --! / n �� / ° _ \ \ i INLET#23 126.76 122.59 (6"S) r\ tv BIT. WALK a + +- e �� 2.0' 4.0' Q _ a o *- I -- +1 14.0' zo' < ) 3q� 4 0 j; 72st;` \ - /N vs.2i 1 00, / 1. PROPERTY IS IN THE AA-30 ZONE. m N \ w _ , D4-- 42.5' 1 1 ��' / f / / / f j - INLET#24 123.65 117.82 (24"E) Z TOTAL AREA OF COMBINED PROPERTIES = 427,025 S F., 9.803 ACRES. J '-- o / 4"HLTRE' . . ' . \ d ° w I 40.0• CONC. - _ - a I ce ` I BOH =--I m + 1 ocs#4 I y+ / / \ / J. HORIZONTAL DA TUM IS BASED ON NA083. VERTICAL DA TUM IS BASED ON PAD \ # L ` _�_._. _ / % d �� .' // / i INLET#25 126.54 120.39 (30") W/ VINYL ' I S r \ \ 123.E 'GONG. �UMPSTERR/ AD o/ _ / //NV=119.33 - NA VOSS FENCE I I I I 1v 6 �� 1�� I 1 I 'INL\ET` �`A / / // / 4"hDPE INLET 26 126.06 121.37 24"w 4. WETLANDS WERE FIELD DEL INEA TED BY PIE IRA S ENVIRONMENTAL GROUP ON \ TYP I ; O I 1ti 1 #20 /NV=119.30 - / i� / AUGUST 2016 AND FIELD LOCATED BY DESIGN PROFESSIONALS INC. \\ EXISANG 19.8, °v (\ t h \ E�123 - _ =:/ -'^ \ ° / // // 4"HDPE / 115.71 / AUGUST 2016. -- _ / \ \ 1 BUILDING 2 �I I I �o �2 _ 5. PORTIONS OF THE PROPERTY FALL WITHIN THE LIMITS OF FLOOD HAZARD \ \ FF 125.5 / 2 / 0u#1 T ❑O / f W / // ,� / / \\ N j m� /" ZONE "AE" AS DEPICTED ON: 'FIRM FLOOD INSURANCE RATE MAP TOWN OF 00 1 OOF PEAK.156.92 123. X i - // 6 32� ! i \�\� / t IE ocs _ - _ -' / N 1/ / c / SOUTH WINDSOR ONNECT/CUT HARTFORD COUNTY PANEL 383 OF 675 17.3' - - -lk -- - °- 2+� \\ o \ 17.3' �, CBI i p6 j a /•' !I_ _ -. / \ __. ___ '-�. - '" �� / \Y ,_ . `ti� ° /f// � // // „ COMMUNITY PANEL NUMBER 09003C0383F EFFECTIVE DA TE SEPTEMBER 26, Z #� -M \ +1. ADM/NISTRAT/ON.EMERGENCY2008 FEDERAL MANAGEMENT AGENCY FEDERAL INSURANCE sk - /o i 117.3' O ° \\ \ ,___- - --- 6- • k \ 10 �,�\ _ • _�, // _ _ �- 1• �� � � � � / � 6. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED I +1 - I I` +1�1 -- - \ -",RIP-RAP FROM PAROL TESTIMONY AND FROM TER 2• .� AND NOTED HEREON HAVE BEEN COMPILED, IN PART, FROM RECORD H-� - � 60 / / dcs#7 / MAPPING SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR u \\\ \ O II''� \ \ f 1 11 / \ 0 0 � \ \ � BIT. BINDER+1ti � .--„^.�"' � , � GOVERNMENTAL AGENCIES, MOH W WALK - \- s - _ Sx / DMH#IDA \ / SOURCES. THESE LOCATONS MUST BE CONSIDERED AS APPROXIMATE IN I I I +1`��' COURSE .c-- - '` \ \ ° \\� - - a- � - - - - _X .b -' /// / (// - � ) o o NATURE. ADDI T/ONALL Y, OTHER SUCH FEA TURES MAY EXIST ON THE SITE, \\\\\ \ \ 1�yS_ - ocs#2 _ _ -- 4- - Sx -DMH#1 - 7 ` _ -SMH#2 _ "�` / / THE EXISTENCE OF WHICH ARE UNKNOWN TO DESIGN PROFESSIONALS, INC. R \\\\ - x Sx_ - -��r- - r THE SIZE, LOCA TION AND EXISTENCE OF ALL SUCH FEA TURES MUST BESID XL22.3 \ 116.2 FIELD DETERMINED AND VERIFIED BY THE APPROPRIA TE AUTHOR/TIES PRIOR 4" \\\�\\ � -•120 - / ✓ \ --0.--- _ _ -_121.� #12 - - - / TO CONSTRUCTION. _ ' 1 - - / /. CONTRACTOR SHALL CONTACT 'CALL BEFORE YOU DIG- FOR UNDERGROUND _eeNs-DumPslt�e-P\ L J OMH \_ - ��1/ 1 _ s�r�c#s -108 86 _jam - _ / UTILITY MARKING A T LEAST TWO FULL WORKING DA YS PRIOR TO START OF - - - DMH#10 125.54 118.04 (15"HDPE NW) 117.24 (8" PVC SE) 116.94 (12" HOPE W) 116.29 (15" HOPE S) CONSTRUCTION: 1-800-922-4455 OR WWW.CBYD.COM. UTILITY STRUCTURE TABLE - - - - - - -- - - - DMH#10A 122.99 117.59 (12"HDPE NW) 117.49 (12"HDPE E) F_ -_ - -_- -_ - 1, _ _ -� STRUCTURE TF INV INV INV INV Q t \\\\\� _ -IalL-1 �3-(�1 4=_E107 = __ \ - - _ - - _ DMH#11 127.81 121.81 (30" E) 121.41 (30"s) MAP REFERENCES. Q \\\\J - - =_ - - `�\ 1_ 1+- �l�= _ CB#1 121.78 118.0 (12" W) DMH#11A 125.80 119.9 (30" HDPE NE) 119.4 (30"HDPE NW) 119.7 (30"HDPE SW) 1. AL TA/NSPS LAND TITLE SURVEY BERRY PATCH Ill, LLC 775 OAKLAND ROAD CB#2 120.95 115.85(15" NE 115.82(15"SE) O ) DMH#12 127.17 125.17 (8") 121.77 (3o"HDPE NE) 121.77 (3o"HDPE NW) SOUTH WINDSOR, CONNECTICUT FORMERLY KNOWN AS 151 & 195 OAKLAND ROAD Z CB#3 124.25 117.32(15 NE) 119.07(15" E) 117.13(18" SW) DMH#13 128.00 121.00 (15" RCP E) 118.40 (18"HDPE W) DATED 8125117 REVISED TO 1/18118 SCALE 1`_50' BY DESIGN PROFESSIONALS, INC. O LL INV 107.41 18"HOPE Q TOP WEIR=f07.07 CB#4 124.49 120.77(15" NW) 10 DMH#14 127.37 114.97 (18"HDPE E) 114.97 (18"HDPE SW) �� p • �,\ / CB#5 125.40 119.95(36" S) 119.91(36" N) DMH#15 122.28 109.68 (18"HDPE NE) 101.73' (18"HDPE W) J \ CB#6 124.95 120.27(36" N) 122.87(6" S) 123.06(4" S) DMH NEW -8.6 N 8"PVC -8.5 S 8 SURVEY NOTES. Q " PVC \ / CB#7 124.41 120.47(12" SE) 0cs#1 126.08 123.18 (36"N) W (N/A) S (N/A) 1. THIS SURVEY AND MAP HAS BEEN PREPARED PURSUANT TO THE Qo REGULA TIONS OF CONNECTICUT STA TE AGENCIES SECTIONS 20-300b-1 THRU N Z O 3 CB#8 125.64 121.76(12" SE) Z -p �.. ocs#2 123.11 117.28 (36" E) 1n.so (15-SE) 20-3006-20 AND THE 'STANDARDS FOR SURVEYS AND MAPS IN THE STATE N W O 0 o N CB#9 125.65 120.22(12" NW) 119.44(12" SIN) OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIA TION OF LAND W M OCS#3 126.03 121.97 (30"HDPE NE) 119.93 (30"HDPE SW) SURVEYORS, INC. ON SEPTEMBER 26, 1996. /W� W CB#10 123.93 19.79(12" N) 118.38(15" NE) 118.28(15" S)75 OCS#4 123.88 119.80 (30"HDPE NE) 118.22 (30"HDPE NW) R > Q CB#11 124.11 N/A • TYPE OF SURVEY IS AN IMPROVEMENT LOCATION SURVEY-RECORD AND V >- Q \ ocs#5 123.02 118.09 (30"HDPE NE) 117.92 (30"HDPE SE) 116.72 (12-HDPE SW) IS INTENDED TO DEPICT THE LOCATION OF EXISTING CONDIT/ON RELATIVE O {V C6#12 121.17 117.89(12" SE) TO EXISTING PROPERTY LINES AND EXISTING & PROPOSED EASEMENT w 0 `` OCS#7 119.87 116.26 (6"CONC) OCS#6 125.26 120.16 (24"HDPE SE) 118.16 (30"HDPE SW) 1.1. J / c .:, DMH#1 122.96 114.90 (15" NE) 110.39 (18" W) 110.89 (15" SE) LINES. 6 � O °N DMH#z 122.os 115.23 (15" N 116.66 (12" E) 115.20 (15" SE) n5.2:? (15" W) THIS lS A RESURVEY BASED ON MAPS REFERENCED HEREON. Q WQU#1 121.58 115.54 (125"W) 117.18 (15"E) 115.29 (15'S) N L l O DMH#4 124.61 121.0 (8"PVC) 119.61 (36"HDPE SE) SMH #1 121.96 116.79 (6"PVC NW) 115.16 (6"PVC NE) 114.98 (8"PVC SE) • HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS. VERTICAL v DMH#5 127.70 121.98 (8"PVC NW) 120.18 (36"HDPE SE) 120.08 (36"HDPE NE) 120.08 (36"HDPE SW) SMH #2 121.92 ACCURACY MEETS CLASS V-2 STANDARDS. "' ;- V' TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALL Y CORRECT AS NOTED DMH#6 126.21 119.91 (36"HDPE SE) 119.91 (36"HDPE SW) SMH #3 123.02 HEREON. SHEET DMH#7 127.83 119.93 (42" W) 120.13 (8" PVC S) SMH #4 124.46 DMH#8 126.07 117.57 (12"W) 117.57 (15"S) SMH #5 126.35 12327 V 1 I'j DMH#9 121.69 112.07 (15"HDPE SE) 111.99 (15"HDPE NW) LAWRENCE R. GEISSL ER, ✓R., L.S. LIC. NO. RECEIVED FEB Z ,l Z010 co ITN WINDSOR EivGINEERING DEPT. S44107270E W IN V*I-LL E 226.14 Z 194 / "2F ��� p`-O I I c O N o0 /21 }0 � ^ �io W S44�727 E _ _ 481.04' - )AD I )q - W m F- ao K. o >cc 3� k�q,O / - JW � 111-0 o g o glnrNfm N W a Cj fV..�.. N W mI oA ;1 000 9R� b \ N z ho �,0 cc til 9 P G F \ \ 3 a1 w �QG 16 Q�?1 J�Ory6`fie - °�0. � 10 2 3 Z m G ° \' F 3 a o- ���611 OAKLAND RMAD 1 J0 4 y G \2 0 3 a p �'� r1,6 15� J ' �4hF ,NON � \M co z n AVT . o �TTI n An < <�� ( PT � nl1� nTT � 1�' n . 5� _\ "i cc 4 WJ I \J L 11 I-JJ L 11 14 _l b V L 11J \ -L b -L 0\,J � �/ /JL d "y / 11 1 \� V -/ - �Y \ / - - - .�e IIIt - S - S - sx- - sx - - Sx- - - Sx- - - Sx- O Iz ZF SMF S sx O - Sx- Sx- - x - Sx- Sx- Sx- t Sx- Sz- x- x- - STR cx } O W sx- sx Sx- -77 J28 - Sx- 5x- sx- x- - - - - Sx- - - Sx- - - SS I T x- - - sx INV--122.53'(8"Pl/C) - �_- ---*---w---h---K-- ;---'�--N-*---y`_ �'-- _4_-- - K---x---4---,-- _ FFr wwv Oaf -y--- "" '�- Y---ti---'z---w-_-yT-- -- �_.-4•- `' -'"` \ �-_ �� =-�.. 7�/ " �;EW �o BROOk - �,� as SIGN ` \ SIGN �\E\26412 w/RISER I / - -� -/ �r P s,mw v/ l N yT_ Ilk - IS if ot+lL#l3 ° 01 A - _ - 128^ - _ x ° --\ x - l I �- -/- _ _- a _ CB,{6 - - ° ° 'W� \I -127 RET. WALL 129- --' _ _ - - _J _ _ _ 127- s \ { xs I 1 2�5 // "s _^ \ �- Cj Ge '✓ 1 �o� , o !"� 8 DMH 126-h `£ �� _ 12�~' }1 - - -a-- LOCATION PLAN - = �� _ _ / TRANSFORMED 5l F.Y. �p I \ i .W.BOX ✓ .•-,• -b---b- -- - 7 i26 / RlP-RAP" � '� { I � • --• I � 42.7 . / ` 0 BIT. WALK I > _ 1 / I �_ 125 zzzz=- - s - - - - I - _ _ - +� .5'3771'10"W - y. cv i� _ r- 6 =� j/ / 147.46' �n=1OOOr -12 // \� �sT'•=- �2 �'�-x x 1 6y` � / _�.°_�_ �/ � I� _ - � i /. / _ BUILDING 7 a g - \ --- 0 �. ( ill' / �w / ' i ^ \ � x Y -- -S�'_ - // -� O fF-128.E 0 4 a f o p BCH ❑❑ 24.0' /NV=128.16 I f I S6.Y , I . -- - I i ,° ak I I / i I ,,a.o 4--HUYt 1 J --- ( /NLET /C /•. i - - h/ , - .�.. �� ,, / / / I �,,•- / 20' 2.0' ❑ s \ h }� W Wv �S -.-ti�6--�--- R- _ti 1 �' m ffi / �w i4 ,- -R--- \ ti ,r' BIT. BINDER 5s.o' -. --* -- .: , ; - LEGEND / I I 0' K---�-- ti-/� ��' \ +1 4ti �I / / COURSE ��2 �\ q� -r \ BIT. BINDER COURSE _ _ I { �GQ`' E�1x & / -� EXISTING DESCRIPTION / EX/STING FRAME BUILDING CA TV BOX j I -- i µ /'\ t �_ - _ _ V - - - -Via'o CHAIN LINK FENCE - BUILDING 1 _ �- r-t i / '- - - - -- _ __ \ Y_ ❑ a FF.'128.1 /. ~� _ DOMESTIC WATER 13 u 1 - Wk- - - w'x- WATER MAIN { ROOF PEAK.159.25 °j 1 I \ 1 0 ILIr 1 o � iw \ � _:v1v /� � / I I � y�4-�. -I- 27 � I- f :--- _ _ INLET#23 I ❑ I r(\/ / / I 1 ■I _ 1 _a /__q- ---a--- .--. 1/ 0 jJ//! / / �- f - - F N I I I ( \ 7, 1�. 11• I I I _ 9/r. wALK I - a- fatE �.�� / r T / / / i - wsx- - - wsx- WATER SERVICE J 0 M \ I 2.0' /NLET#4 k ' I 1 _ I _ ,� / a \ I. .+ BIT. W�TCK .-- _ OMHIf%1 a 1Q " �. �" '9 _`' "LJ. I / //// /%// '1 / FIRE HYDRANT �-•- O\ 1 ` I cx Inc r //// /// rq INw"1uno� ' �l I �a / _ \r -a � f / DMH'iM7 L - - -' Ji e Ic7�i - - - _ - - - - - \' f I Ii / �- f _ -1' = i c !/, ii/i//// NATURAL GAS d O 0 O \ I I / -t- - - - - - - � . / u H LC) T „ 4'I 23.8' BOH z4.ii \ a . - _ w 17 I J. { ' o - I cn r 199' /// v V yJ1 w + // , - - - �x- - - �x- GAS MAIN 0 > V �- A BOH I g 19 ' S.2' �/ l I i -----_ J 119.61 Lu I r --- I I I 3so' �„ POWER 0- +-• C L INLETS-- --� I I I I I r - - - I L 1 - C. (� V O I / _ ----- INLET con/c. N4,532 04 W �p I i' I x126.8 r �❑ ' ❑ - I W. �' r'}= A ,f�11 ,PAD w ( I I I I I t Eox ELECTRICAL LINES, OVERHEAD N N a4 0 INV=126.75 1 W/ 71NY21 BIT. WALK d i i�. i 16 (\ SIGN ❑ 34.0- ,a 1 O G ( I I( I I - - W C 4"HOPE \ t FENCE 16 I I 3�0' 0 34.0' I 2" 1 o W IN + I '' C. X 34.0' N !o v o a Ih D x y I I r. m� I, 'II I - INLET // 7YP) I iI /I � - EUz - - - EUx - ELECTRICAL LINES, UNDERGROUND 0 00 MAID �j g \ o ° t O I / I` p5 .11 I / (( , L. .p L 1� I s BOXES 6$. I I \ o I 15k m0 g { / n.3' ((I mb UTILITY POLE N LL a + I 1ti I I w I , 6. I' 1;?2' / EXISTING A,llM, N/F w \ , + 124' S.8'� 1 h ❑a 124' + i i ` , PROPERTY KENNETH R. S/MLER i \ HD S/G \ I ) I I \ 5.8' 12.5' .a i 0 x I• ` BUILDING 6 n, I_ 1 o 0` 1`I SMH C FF 1u 7 cn 1 1 I (VOL. 2561 PG. 160) eu \ { a<< ------ I 125' y. INLET#14 m I I 1 I + >' �' I I �� �` \ - - PROPERTY LINE DUMPSTER 11 njh , i { I { I I A/C UNITS (TYP) 1� r 2 0 I. gx PAD 19.9' `t, \� \, \ 0 co ' ' m \ ^� PAD g. 5 1 I ❑ a0 I. 19.9' I 1 \ EASEMENT LINE +1� +1� i + I CO O _l s FENCE A/C UNITS(TYP) , \ \\ W + \ , I x �� W WNn ` \\\ \� INLET STRUCTURES w .� \ BlT BINDER \ I I. 1,/ I I $ 0 C ® EXIS77NG ° 1 ` I /I\ �' I /' j. {1�6 ( ) w { \\\\\ \�� a M o In o o {2' ov J lNV-126.09 a N DMK I ❑ bt EXIS77NG N BUILDING 5 -�11 IL, I0 > ' 1 O IRON PIPE ° o < \ w i K _ -1 4"HOPE --^ " ` �` COURSE I I I i 6° q ` V Z k ? x/ TEL X o CA TV BOX 402 q I \\�\�\ STRUCTURE TF INV INV INV R BUILDING 5 FF.127.5 a. 6' I i O IRON ROD 1� FF.'127.5 INLET 5 I I I � 91 I � { 1\ \ CB i + I ' BIT.IWALK I �F16' CB � 1�h � � I� lO i � �� I v'G) \\ INLET#3 127.81 124.42 (8"E) 125.25 (4"W) 0 MONUMENT DMH#4 ° \ DCP GN S 1 1 +. o CONC. I f2.6' 5.8' a + �•�I b---° I I E l c� V �a f2.8' a CONC. ,' '1' 20.0' x io I INLET#4 127.86 125.54 (4"W) 124.44 (8"E) ROADS d PAD 1 lT. A. I 111 �]{ 2.tY �"i�1 rmi I I 125' I 125' PAD I I � v I 1 ► a I (®l I ■s �R -+�+s SIGN I _ - 1 OCS'p I I I W/NNn I W/ VINYL I I CB {9 I vm INLET#5 127.25 124.97 (4"W) 125.03 (4"E) 123.84 (8"N) -� BlT WALK _. rcNCE - 40 I FENCE !o N t° I i. - ,a- -`0----`° .-'° _ - s - 1.a o O I i �� _b � � F� \ J20.0I I INLET#6 124.43 121.04 (8"N) 121.81 (4"S) SITE FEATURES Z 34.0' / I I C BOXi�� '001 x + �. - I .SB 1 I \ 3Ao' T 20.0' INL I EDGE OF WATER V ?¢ 1'I \ a I 9 34.0' �-----1 {' I i I {_ n� INLET 7 1 - - - _�-y - ° I I I \ �0 34.0' I \ Ip r1 1, I I _ v \ # 125.35 121.94 (8"N) 122.88 (4"S) "" J - i I a -- .� 1 - �----- � I { OCS,;A3 I I lq`�' CONC. w 11 l INLET#8 124.84 121.44 (8"N) 122.59 (4"S) CB 1 I \ L_---- ti "_L - - - - I 1 ti . . . . . . . . . . . . . 20.0' a I i I y1� _-I/ 1 � _= -t -126, DMH to i 0 40.2' PAD o I ' , _ t NLE a9 124.28 121.82 (4'W) 120.88 (8"E) O Z 1 I r, T { .r 11 .ti n5� ��\e _,�5 --- -._ I i- A \ - W/ r� t � � i STONE WALL d } ° % 350 �N 1 f I a _ �. �a }r' �/ h e � -ice - FENCE INLET 16 DOWNSPOUT(TYP)� try B I I I �25 0l- { I M s' I nk' r+ --a _- __a_-Blla7d4LIC _ -_w-__e: d I I I } o+ i INLET#10 126.51 124.66 (4") 124.51 (8") 6 a -a- g 1 c°s� _ g a I r' { BUILDING c <T ) a l / TREE LINE o C�ONOC. w S - { a I I I +�r� 125' - 9 - - - : \ ® 12 �� I I 19.9' O INLET 7 c, o \ l 1 „F Q ` h Q �1239 �+t`1 i �.�--k-�- J V \ 19.9' BF1�2Z66 G l l y� { / INLET#11 127.07 125.27 (4") 123.67 (8") Q U o� n� W1 WK I EX/STING I I. 7" OCS 16_-a---a---a -- � - 10' r � id I I � ROOF PEAK.159.14 � - x / / / � INLET#12 126.82 124.9 4" 124.0 8" SANITARY SEWER � Q � In a FENCE w BUILDING 2 I 1 /� BlT W X - / 16 2.0' N 1 ( ( ) ( ) - - - sx- - - sx- SANITARY SEWER MAIN O `- (TYP) FF 125.6 l \ 1 I 5 ❑ I A I I LET#13 125.42 N/A /' �[ N (n o I I ROOF PEAK.156.97 17.3' y I 1 / \` I i I I / INLET122, -_ �124 -- I 14.0' 42.5' 140' 11)`� { 1 1 0 m �QQ 17.2' I 1 I INLET#14 125.49 N/A O Z Z Z f7.3' F^ k. �k, x x a , 17.3 I Q Q _ � I � / OO SANITARY SEWER MANHOLE � N +1ry I a BOH INLET '1 t INLET#17 �"� .a I + I � I / N / a ��, 0 A/c UNlrs(rrP) o I I STORM SEWER 2 INLET 9 I I \ I d I. I I I I I INLET#15 126.59 124.64 (4") 123.54 (12") 3 42.5' 1, CB#11 - - - Lf7 � d _ 2.0' CL INLET I "vI 124.4 �Bl� ryo w '� Y'� / / / - cx- - cx- STORM DRAIN PIPE \ 19.8 1 I 124' I I -� Ii I t. o ( / / / INLET#16 124.10 120.69 (8"N) 121.84 (4"S) e- = Z f9.8' n I I I I a I A/C UNITS(TYP) { *a j� ' ]L \ �, I I i I1 __ \re chi _ „�n,o�y EXIS77NG xSr kl- ` II l ;Fn ! 1 J I / INLET#17 124so 122.2 (4" SW) 121.3 (8" NE) Oo STORM DRAIN MANHOLE } I / T I I 1.0 I ,,r BUILDING 4 n, `" 1 i N I x SMH v1 '�h l I / _! O/�" I I I a I \ ❑ n FFr124.5 ' - / a13 �1� r 19.9' I / INLET#18 124.06 122.63 (4"W) 121.38 (6"E) ® CURB INLET O w 19.9' 40.0' a I EXISTING 2 0'. I A/C UNITS(TYP.) I f -r�, -- - l f INLET 19 123.45 122.14 4"W 120.81 6"S WETLANDS c3 1 � ❑ I I a \ � � L I- 6�024 3 � ❑ �' 1 + �- -- - .... ._,.- _.. � / a 111 N CA TV ao +;kp i _ _ I -.�-' �-- I` 88B ti 1.o I .s - _ / A A I` u v U k _ -s-- R -_4 ROOF PEAK:15CA&BOX 2.0' ❑ ` 1h - _ _ / // r INLET,{19 { \ I - eir. wALK /i/ // WETLANDS LINE �M 0 II 20.0' 20.0' 1�I -� - i 3 \ -L I �D9�.1- I I A/C UNlrs(TrP) I ( I \I sx f \ - - - # ( ) ( ) W L a o' 124.80 121.39 8"N 122.41 4"S ..i Q ,\\\ INLET#24 1 b_ 1- - I CONC. I 2.0' f4.o' O #1,0 • -- �a J .� m \ \\ -,___ __-b- - --I I 123' I {I PAD f. 14.0 42.5' I` \ / - � ° -O- - ' �� INLET#22 124.87 121.44 (8"N) 122.21 (eS) -p w 20.0' 1 '5 a I' I f W/ VINYL a i .. ° - - -. > , �, B/T WALK w 1 - -- =-1 I g• ( '/ / `- - \ \ / } \ 20.0' tik7 I I FENCE � / � / ° _ ' 1' \ INLET#23 126.76 122.59 (6"S) NOTES' m U \\ ti w+ ti- r--� + a cv 1� (TYP) 20' 4.0' 3 a g . ' /. ?St/ /" \ l��NI�fi927` 1 /\ _ i I. PROPERTY/S /N THE AA-30 ZONE. m m x o {I + 1�0' 20 425' 1� \ 5 l / J„-HDRE INLET#24 123.65 117.82 (24"E) 2. TOTAL AREA OF COMBINED PROPERTIES = 427,025 S.F., 9.803 ACRES. \ d ° ,ao CONC. _�- a I ! I CB - I \ 6) OCSf4 / �+ / / J. HORIZONTAL DATUM /S BASED ON NAD83. VERTICAL DATUM /S BASED ON PAD I. I #1 - { \ INLET#25 126.54 120.39 (30") J I' t ` I---- °j \ s 123.6 x�y //GONG'�UMPSTE j AD o /jPFt1G1B� TA.~ / 11 . !Cj NA VD88. \ q W/ 17NYL I I 1 h' I I { ° / AL HD '�`' INLET#26 126.06 121.37 (24"w) 4. WETLANDS WERE FIELD DEL/NEA TED BY PIE IRA S ENVIRONMENTAL GROUP ON FENCE 1ti I I INLET\ �' �' I I c., In 1ti � + ��. \ :'� °� / TOT �P .o I 1`ti r�., pd I { 20 �a� / / / INV=119.30 / / G \Q AUGUST 2016 AND F/ELD LOCATED BY DESIGN PROFESSIONALS, INC. \ I � ' I =W I I \ + +t�s' O 1�3 I. \ % ��" j // o //i// 4"HOPE w��' /15" / �- ' S0 5� �� AUGUST 2016. EXIS77NG 19.e' I N�� la \ #3 // / F 5 0 BUILDING 2 I I i �0�� / I - Jam- �.� o N y} I 1J' P 5. PORTIONS OF THE PROPERTY FALL WITHIN THE LIMITS OF FLOOD HAZARD 11r \ Ffr 125.5 I I a m.v ? i QU 1 I P�❑O/� I / L y � w s/ / // ���/y" / .�� C\I �F o a ' I 10.„•' -"0j / - J�i ya o // 1,3gr�(� / / !� / �Gj P� QG. ZONE 'AE" AS DEPICTED ON: 'FIRM FLOOD INSURANCE RA TE MAP TOWN OF N I700F PEAK.'156.92 123.g x I I oCs _a-' �j//� N6/ / c QP N Oh SOUTH WINDSOR CONNECT/CUT HARTFORD COUNTY PANEL 383 OF 675 0 ,�,�, \ 17.3' I - �// CBC a I I p6 I a /p I _ - - - 14` `�k`� / a ° / // �'/ / �(O �� COMMUNITY PANEL NUMBER 09003CO383F EFFECTIVE DATE SEPTEMBER 26, O 17.3' --1 -- N N l o \ II - �~ s, \ � 14 �- / / lFL��� 2008 FEDERAL EMERGENCY MANAGEMENT AGENCY FEDERAL INSURANCE z p ti 4 nl --a-=1_ Via' + .�i ° D 0 Z ]e el ADMIN/STRA T/ON. o I \ { y °` -� \ `'" o P7.3 6. UNDERGROUND UTILITY STRUCTURE AND FACILITY LOCATIONS DEPICTED Q 0. � AND NOTED HEREON HA VE BEEN COMPILED, IN PART, FROM RECORD m p a� _�_ •,� +1 / I i MAPPING SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR p 1 - I O- --Y___y __3__-,- 60. . CSC \ o o - R/P-RAP BINDER.+,. ''ems // g \ GOVERNMENTAL AGENCIES, FROM PAROL TESTIMONY AND FROM OTHER U J Q BIT. WALK BIT SE / / \ SOURCES THESE LOCA7ONS MUST BE CONSIDERED AS APPROX/MATE /Nry COURSE + 5x ! J,, // DMH,{�10A - o ,, NA 7URE. ADDI77ONALL Y, 07HER SUCH FEA TURFS MA Y EXIST ON THE S17E, o J.{`�\ S DCS 2 Sy. / / \ \\\ try 7 - - sC 4\ - - - ,�i S_MH#2 f / / 7NE EXISTENCE OF WH/CH ARE UNKNOWN TO DESIGN PROFESSIONALS, INC. x / / THE SIZE, L OCA TION AND EXISTENCE OF ALL SUCH FEA TUBES MUST BE \ /N ��s�\\ \\ PF. \ ' _- _CQ - __ a__ a___a \ / i �� FIELD DETERM/NED AND VERIFIED BY 7NE APPROPR/A TE AUTHOR/77ES PR/OR 4"v��D ��\ \\T � \ - `- �/ \ --a--- - _-a r1s2 TO CONS7RUCTlON. / - 7. CONTRACTOR SHALL CONTACT 'CALL BEFORE YOU DIG" FOR UNDERGROUND -- 1 ` - - - SMH L - j� _ - � �� / / U77L/TY MARK/NG A T LEAST TWO FULL WORKING DA YS PRIOR TO START OF \ \\\\ \ _ - - - - - _ _ _ �108.86 - CONSTRUCTION: 1-800-922-4455 OR WWWCBYD.COM. \\`, 1\' \\\ \\\\ i_-115 - = `\ --- _ - - - - - - - - -,tom , -_ \ DMH#10 125.54 118.04 (15"HDPE NW) 117.24 (8" PVC SE) 116.94 (12" HOPE W) 116.29 (15° HOPE S) - - - - - - - - - - -L�" UTILITY STRUCTURE TABLE DMH#10A 722.99 117.59 (12"HDPE NW) 117.49 (12"HDPE E) W - \\ \ _ --_- - - - - - _ 0 o, _ - - �_-_- -_-_-_" -- STRUCTURE TF INV INV INV INV ¢ ado - - _ - - _ DMH#11 127.81 121.81 (30" E) 121.41 (30"S) MAP REFERENCES,- � �- __ - - - DMH#11A 125.80 119.9 (30" HOPE NE) 119.4 (30"HDPE NW) 119.7 (30"HDPE SW) \ CB#1 t21.78 118.0 (12" W) -AAA y� LTA/NS OAKLAND ROAD L. ,a,- r� ILV.95 DMH#12 127.17 125.17 (8--) 121.77 (30"HDPE NE) 121.77 (3o-HDPE NW) SOUTH WIIVUSOK, CONNLCIICUI FOHMil LY KNOWN AS 51 & 195 OAKLAND ROAD Z Cl 124.25 117.32(15 NE) 119.07(15" E) 117.13(18" SW) DMH#13 128.00 121.00 (15" RCP E) 118.40 (18"HDPE W) DATED 8125117 REVISED TO 1118118 SCALE 1"-50' BY DESIGN PROFESSIONALS, /NV=f07.41 18"HOPE INC. ,00 Q - CONC END'WiL TOP WEIR=107.07 Cl 124.49 120.77(15" NW) DMH#14 127.37 114.97 (18"HDPE E) 114.97 (18"HDPE SW) / INV=99.98 18"HOPE Cl 125.40 119.95(36" S) 119.91(36" N) DMH#15 122.28 109.68 (18"HDPE NE) 101.73' (18"HDPE W) m RIP-RAP SURVEY NO TES' J Cl 124.95 120.27(36" N) 122.87(6" S) 123.06(4" S) DMH NEW -8.6 N 8"PVC -8.5 S 8" PVC 1. THIS SURVEY AND MAP HAS BEEN PREPARED PURSUANT TO THE 47('2n SE) NECT/CUT STA TE - - �A �Z Z 0 / Cl 124 41 120 OCS#1 126 08 123 18 (36"N) w (N/A) s (N/A) REGULATIONS OF CON AGENCIES SECTIONS 20 3006 1 1HRU io#8 t25.o4 t2t.,v ate/ OCS#2 123.11 117.28 (36 E) 117.60 (15 SE) 20-JOOb-20 AND THE -)TANJARO FOR SURVEYS AND MAPS IN THE STATE y Lu V 3 OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND LY W cn Cl 125.65 120.22(12" NW) 119.44(12" SW) OCS#3 126.03 121.97 (30"HDPE NE) 119.93 (30"HDPE SW) SURVEYORS, INC. ON SEPTEMBER 26, 1996. u j \ CB#10 123.93 19.79(12" N) 118.38(15" NE) 118.28(15" S) OCS#4 123.88 119.80 (30"HDPE NE) 118.22 (30"HDPE NW) • TYPE OF SURVEY lS AN IMPROVEMENT LOCATION SURVEY-RECORD AND //,� in CB#11 124.11 N/A OCS#5 123.02 118.09 30"HDPE NE) 117.92 (30"HDPE SE) 116.72 (12"HDPE SW) Q O V r- ( lS INTENDED TO DEPICT THE LOCHTION OF EXISTING CONDITION RELATIVE m M O W CB#12 121.17 117.89(12" SE) TO EXISTING PROPERTY LINES AND EXIS77NG & PROPOSED EASEMENT OCS#6 125.26 120.16 (24"HDPE SE) 118.16 (30"HDPE SW) LINES. 0. O DMH#1 122.96 114.90 (15" NE) 110.39 (18„ W) 110.89 (15" SE) OCS#7 119.87 116.26 (6"CONC) 113.07 (15" HOPE) 113.92 (4") = C DMH#2 122.06 115.23 (15" N) 116.66 12 E) 115.20 (15" SE) 115.22 15" w) THIS IS A RESURVEY BASED ON MAPS REFERENCED HEREON. -En ( ( WOU#1 121.58 115.54 (125"W) 117.18 (15"E) 115.29 (15"S) • V/ Lu O Q ¢ M DMH#4 124.61 121.0 (8"PVC) 119.61 (36"HDPE SE) SMH #1 121.96 116.79 (6"PVC NW) 115.16 (6"PVC NE) 114.98 (8"PVC SE) • HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS VERTICAL N ACCURACY MEETS CLASS V-2 STANDARDS. DMH#5 127.70 121.98 (8"PVC NW) 120.18 (36"HDPE SE) 120.08 (36"HDPE NE) 120.08 (36"HDPE SW) SMH #2 121.92 113.57 (8" PVC) $��� DMH#6 126.21 119.91 (36"HDPE SE) 119.91 (36"HDPE SW) TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALL Y CORRECT AS NOTED SMH #3 123.02 HEREON. SHEET �16• k� DMH#7 127.83 119.93 (42" W) 120.13 (8" PVC S) SMH #4 124.46 115.94 (8" PVC) `�9 DMH#8 126.07 117.57 (12"W) 117.57 (15"S) SMH #5 126.35 118.1 (8" PVC) 118.1 (6" PVCs) 16766 v 1 C- �� DMH#9 121.69 112.07 (15"1 SE) 111.99 (15"HDPE NW) BARRY D. CL E, L.S. L/C. NO. RECEIVED AUG 00 Z019 SOUTH WINDSOR ENGINEERING DEPT. SITE COMPLIANCE CHECKLIST RECEMED TOWN OF SOUTH WINDSOR,CONNECTICUT ***** FOR C OF O***** FEB 2 2 2019 1 d � NDSOR PL lc IEPT ADDRESS f 7S t! ��f� LOT�JNIT* Reviewed by D (Eng; CONTACT/DEV� Date Reviewed 1 . ied PH# Reviewed by.(Planning) Date Submitted_ / " / Date Reviewed a "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 parldng 4. Utility location; a. sanitary sewer/septic systems b. foundation drain C. electrical&telephone _ d. water 5. Sewer connection charge paid 6. Appropriate Certification 7. Bonding 8. Planning&Zoning/ Inland Wetlands Considerations a. Lighting b. Signage Freestanding Wall C. Fee in lieu of Open Space COMMENTS: �2 t As -8Lj � ►,��.,,� •G:.s 'oY% AJ A uc St s✓engireering/molloy/site compliance c heddist v SITE COMPLIANCE CHECKLIST TOWN OF SOUTH WINDSOR,CONNECTICUT 0 7 2019 06 ! ***** FOR C OF O***** / J�c P1/�1Mwlt'r OEPT, ADDRESS l � 0a kMj,?,,1 LOT/UNIT# Reviewed by -A*) (Engineering CONTACT/DEV rj Date Review pro PH# .5 0 Off, � Reviewed by (Planning) Date Submitted Date Reviewed * Q prove 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 �G 4. Utility location; —LC a. sanitary sewer/septic systems b. foundation drain _ t C. electrical &telephone d. water —�� e. other f 5. Sewer connection charge paid 6. Appropriate certification 7. Bonding 8. Planning&Zoning/ Inland Wetlands Considerations a. Lighting b. Signage Freestanding Wall C. Fee in lieu of Open Space COMMENTS: a, k p �.1 { !� /���-• s/encfineering/molloy/site compliance cheddist