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HomeMy WebLinkAbout190 SMITH ST M " APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR,CT 06074 (PHONE) 860-644-2511 EXT. 230 DEPARTMENT DECISION . PERMIT NUMBER: APPLEC BY: PROVE BLDG.PERMIT NUMBER: DATE BUtECTOR LOCATION OF WORK: Q D �M ( T ` � E p j APPLICANT: OWNER: TYPE OF STRUCTURE: `l+ J NEW BUILDING W NAME: 4LIo- 1�+G�FaA W NAME: Cl ADDITION PHONE NUMBER: 6' `B I�� PHONE NUMBER: 860 ` S 3" COQ ❑EXISTING BUILDING ADDRESS: I7 t!; W h O� ADDRESS: S,Q M �� TYPE OF USE:LkJ I� � L ❑RESIDENTIAL ❑COMMERCIAL ELECTRICAL II/NF�ORMATION: T FURTHER DESCRIPTION OF WORK: TYPE OF INSTALLATION: SIZE OF SERVICE: SIZE OF MAIN SERVICE: NUMBER OF METERS: NUMBER OF PANELS: J NUMBER OF LIGHT CIRCUITS: ESTIMATED COST:S �Z �1 NUMBER OF SWITCHES: l, NUMBER OF LIGHT FIXTURES: FEE ENCLOSED:S NUMBER OF A/C CIRCUITS: NUMBER OF POWER CIRCUITS: FEE SCHEDULE:S18 PER SI,000 OF THE ESTIMATED COST. ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT NUMBER OF OUTLETS: IS$1.00 OVER (.26 CENT EDUCATIONAL FEE INCLUDED AS PART OF THE PERNUT FEE) THE UNDERSIGNED NEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOMANCE OF SUCH WORK. CONTRACTORS LICENSE NO.: Q y9 T E: STATE: G'/ SIGNATURE OF APPLICANT: i DATE: 3- 5=20 ooao co d%o R CEIV u SITE COMPLIANCE CHECKLIST TOWN OF SOUTH WINDSOR,CONNECTICUT MAN U 62021 BUILDING PERMIT***** ADDRESS SWH W NDSOR PLANNING DEPT. UNIT LOT/ # Reviewed by ;>> CONTACT/OEV I/1/G I �t .. - - - L�`'� 0 Date Reviewed /DerNed • PH#� Reviewed by fanning) Date Submitted o�(� -( / ) Date Reviewed A O /�enied- 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 shall be submitted for approval. The minimum requirements shall include: Approved Denied N/A i 1. Name,address&phone number of owner/applicant 2. Name,address&phone number of plan preparer 3. Zoning Information-i.e.zone,open space, floodway,street address 4. Plot Plan at 1"=i0'scale a. Subdivision reference,abutting properties, etc. -�— b. Easements of record — ' C. Lot description,bearings,building lines, distances,area,etc. -� d. Contours,existing&proposed,1 or 2ft.interval where appropriate e. Building location with dimensions. Elevations of proposed finish floor,garage floor&centerline / of road at driveway f. Elevations of gravity drainage systems,sanitary &foundation drain at the house and the street g. Tentative utility location(gas,water,electric, septic system,etc. h. Title block with name&address of preparer, date,appropriate certification,live seal&live signature consistent with the Board of Registration requirements.(P.E.&L.S.) S. Sedimentation and erosion control 6.. Special Planning&Zoning,Inland/Wetlands considerations(Plans on file w/Town Clerk) OOMNEiV13: s/engineering/molloy/building compliance checklist II II II II II II II II e II II e II II II II II II II II ❑ II II ❑ II II ❑ II II LUZ II II \ 'm I I 70 I I O 1 1 I I z I I Lf I I 1T( I I I I � ► I I I O I I I I z I I II 11 II II II II II II II 11 II II 0 II 11 II II II II II II II 11 II 11 II II II II I I IJ - - II II II II 03 II aca a I I � I I mLn ` CA)fl. o 3o o a < � S CALF FRONT NEW HOUSE REAR (SLOT #1 DESIGNED 8c DRAWN BY WALTER KEBALO ELEVATION 190 SMITH STREET KEBALO CONTRACTORS SOUTH WINDSOR, CT 175 WHEELER ROAD NHC- 15625 AS—A SOUTH WINDSOR, CT 60074 FEBRUARY 29, 202C I�- II I II I I-I-- II � II I II I II I II I II II I II I 1 I I I I \ I II I I I I I 1 \ I II I I I I I I \ I II I I I I I I \ I II I I I I I I \ I II I I I I 1 I \I I II I I I I I IL I 1 II 1 I I I I rN I II I I I I I I 1 II I I I A I I I I I I II n l I I I I I I I I II �I I I L I I I I IIIT1I I I rn I I I I I II I I I I7--- I I I I I ® I I II O I O I I I I I I I I II rtt IUlI I I I I I IJ--J I I I I I I I II I � II I I I II I I II I � I II I I II I � II I I I O I II I I II I Ln I II I I --- IJ� I I I I I Ci I II I n I II I A 1 I I I in I II I J-- 0 I-1-- II II I I Lrf rr- ® I I II I I 1 it I I II I I 11 I I II I I II I I II I I II I I II I I LL_ I I ALL_ I I -II I I II II I I 1 II I I I I IIA I I I I I I ID I 1 I IIA I I I F-1 I Ilrrl I I I I III I Iln I III I � I II I I I I II I I 1 I II I I I I II I I I I II I I I I II I I I I II I I I I II I I I I II I I I I I II I I I I II I I I I II I I 1 I II I I I I II I II I I I C= I SCALE SIDE & REAR NEW HOUSE REAR LOT #1 DESIGNED & DRAWN BY WALTER KEBALO ELEVATION 190 SMITH STREET KEBALO CONTRACTORS _ S_� SOUTH WINDSOR, CT 1"75 WHEELER ROAD EHC-15625 SOUTH WINDSOR, CT 60074 RUARY 29, 202, 15_0" - - - - - - - - - - - - - - Q- I I I I ao I I I - O I ! LoI I l i9 UNEXCAVATED a-- I I i I i i l I I 9'-0„ -- I I I I I I 2"x10" FLOOR JOIST I I o GA 101.5 I I I j W, O.C. I - -� - -- - -- - - - - - - - - - -I I I ---- T W=1 .5 1 i E 2"x10" FLOOR JOIST i I� I I 12" 0.C. I I I O I CT- 11 0" 10'- cal I I 5'-6" 15'_10, I I I I I _ (2 9 1/2" LAM. BEAM "I I I O I CT- � I I �-DOUBLE FLOOR JOIST -1 O0 5-7 I 9-4 i 00 o I i I to I - - -- - - - - - - - -I � : i oo FF=106.5 I I I i T IR OFENIIG I I I I I a ► � o f TOW=105.5 I^ UP _ X _j _ BF=97.5 I I - - - - _ — I FOOTING=90 I I T I I DOUBLE FLOOR JOIST I I I I I I I I I I (2) 9 2" LAM BEAM O ZOO" FLOOR JOIST I I Ln s l I I 2"00" FLOOR JOIST j I 00 I J I I I I 16 O.C. I I 12" O.C. I I I I I I I I I- I I-� TFW = 105.4 1 10 5,_2„ ! o0 15-10" I I I — — - - — — — — — — —E — — — — — — — — — — — — — — — — — 5-0" 6'-0" 20'-0" 15-0" 7 SCALE 4,-O„ D 8'-0" FOUNDATION NEW HOUSE REAR LOT #1 DESIGNED & DRAWN BY WALTER KEBALO PLAN 190 SMITH STREET KEBALO CONTRACTORS SOUTH WINDSOR, CT 175 WHEELER ROAD NHC-15625 Al SOUTH WINDSOR, CT 60074 FEBRUARY 29, 202C 9 G'--0" 1ST F .R. 14 O SQ. FT. D 2ND FLR. 1010 SQ. FT. TOTAL 2�70 SQ, FT, 22'-0" 5'-6" 18'-61. - - — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — OH2O 0 I I I � TILE T-1O" 1 c,_C, I - --- ------� J J I Ln G TILE ZOO" FLOOR JOIST o I z/6X6/6 16" O.C. I of = I I W; 2 CAR GARAGE TILE �` MASTER SUITE 1 0 0 I i\l MASTER OAK FLOOR 7, 3„ �I 9,_0„ 5q co BATH 1 3 1/2" LALLY F -1 4/oxc/ _ ____ _ _ _n [oo SOUND PROOFINGOT -1 COLUMN r- -I o i� DOUBLE DOORS I I I I T o 2/6X6/6 IDt, VENT --------- BOOKS - -- --- - (2) 9 1/2" LAM BEAM _ 2/lX W GAS 2/6 6/5 o; SLOPE `� _ FIRE[PLACE < _ '-11' 4'-9 1/2" lf'-9 1/2" 2 11" I w I �' L TILE �sOAK FLOOR 22,_0„ LTYP. o 9'4" CEILING C P E A T o w HEIGHT UP I I ; UP 2/!7OPAGE a _ R 0 0 M 5,_9„ 5,_3„ 04 m o I�' - --- ------ Z o CD ' ROOM o a = TILE _ b (2) 9 1/2" LAM. GIRDER co O C — — — - - - - - _ _ BASE CABINETS a- I� I T_ 4/OX6/6 5 II EATHEDRAL CEILIN o I , 0 t 03 TILE II i OPEN TO ABOVE A o 'cat z/zx6/6 = ; Du �I o 00 I " O N I N 24" 46" SKYLIGHT I I 12'-0" rn � _n - l�I c� I rn a0 O 2/6X6/6 _ _ _ _ CJ ml HIGH CEILING Ii (2) 991/F20Q_ �. GIRDER 3/ox6/ OPEN TO ABOVE _ = 2",�10" �E&NSJOIST ❑ 0 _ OAK FLOOR 3/OX6/8 0 I FRENCH DOOR \y 1G O.C. z 5/4X6/6 (3) SHELVES OAK FLOOR 'Z.1� I PANTRY KITCHEN L� I O ATR 2/oxc/6 g„ I >< (3) SHELVES -------------0 DINING IWz- I 6� WLn I . 0" -' �,_I W ---- ---- - ---- M OAK FLOOR I z c ZOO" FLOOR JOIST o o 19'-9 1/2" I 1(n" O.C. � � o - TI 4 I N I Ln a T � N I DRAWN BYWALTERKEBALO - - — - - - - - - - I - - — — — — — — — — — — — — — I OH3049 11'-0" 35'-p" SCALE D lK 1ST FLOOR NEW HOUSE REAR LOT #1 DESIGNED & DRAWN BY WALTER KEBALO 190 SMITH STREET KEBALO CONTRACTORS A2 SOUTH WINDSOR, CT 175 WHEELER ROAD NHC-15625 SOUTH WINDSOR, CT 60074 FEBRUARY 29, 202C D 2ND FLR. 1010 SQ. FT. 22'-0" 24'-0" ' 5-7" 2'-0" 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - GARAGE ROOF I S OPED CEILING ROOF 1 00 - - - (2) 2"x6" CEILING 1 — — — — — — — — — — — — — - - - - - JOIST H1AOD,E7" I 1 510Y415 \ 1 SLOPED 2ND BEDROOM 4 CEILING I 2'y4" CEILING JOIST 24" O.C. j9 Q 1 2"x6" RAFTER 24" O.C. BATH VI o o I TILE/A — r - - - - - i s C-0„ _7„ FUTURE 1 - 00 6 FOOT 2l6x&l6 2l6x6l6 i o� BONUS CEILING 10 0 1 1 ' o 1 ROOM 2/6xc/6 2/cx�/6 �`� C\l STEP DOWN 2"x6" CEILINCtr21 IST 24" O.C. I iv I I SLOPED 22"x3G" I 0 1 CEILING ATTIC ACCESS I o 2/6 / HA BEDROOM 3 — - - - - - - - - - - - - - - - - - LIN N 'n 1 0I�- I —I 1 GARAGE ROOF S OPED CEILING I _ I D I I ROOF I - 5/OYC/6 1 O 4,_O„ 2,_4„ 12,j:2jI INC I -CT- i•--(3) 2"x10" CEILING 1 8 FOOT `� nPEN Du CEILING z i TO 0 1 Ill'-9 1/2" BELOW U Q 24" x 46" SKYLIGHT 1 11-0 DOWN m 1 2"Y12" RAFTER 24" O.C. 1 I 1 PORCH N o FOYER aO I ROOF o< HIGH CEILING j (2) 2"x6" CEILING I Ln OPEN TO BELOW I`—JOIST HEADER i I 2"Y6" RAFTER 24" O.C. k—(2) 2"Y6" CEILING 1� 1 I JOIST HEADER I� of I I 21x 6" 1 / 1 ATTIC ACCESS •I•C• U V. o� - o 0 MASTER SUITE 2 0czo-- oi` I ROOF 4-1 5'-2' 2'-9 7/6" d I TILE i N 100 d g HOWE� I 1 I O TILE I DRAWN BY WALTER KEBALO 24"-0" D SCALE 4,_O„ If 8'-0" 2ND FLOOR NEW HOUSE REAR LOT #1 DESIGNED & DRAWN BY WALTER KEBALO 190 SMITH STREET KEBALO CONTRACTORS A3 SOUTH WINDSOR, CT 175 WHEELER ROAD NHC- 15625 SOUTH WINDSOR, CT 60074 FEBRUARY 29, 202C CD 0 cat 0 o �� � � 0 �co W W ASPHALT SHINGLES lZ -1 E-I ICE ! WATER AT EVES AND VALLEYS 9 D r� ROOFING UNDERLAYMENT ¢ 2"YV CEILING JOIST 24" O.C. 1/2" EXTERIOR PLYWOOD y R49 FIBERGLASS INSULATION 2"X8" RAFTERS 24" O.C. 1/2 GYPSUM WALL BOARD R21 FIBERGLASS INSULATION BATTS O 2" RIO FOAM BOARD INSULATION - yy 1/2" GYPSUM WALL BOARD -- XXYXXXXXXXXXX Q0 � N E'"� Q � Q o 5 2 (7 2) 2"X10" HEADER 2ND FLOOR \�` '� z 10 1/2" (2) 2"XC' TOP PLATE W W 3/4" T!G SUBFLOOR 2"YV STUDS 2"XC' BOTTOM 4" OOTE rZ�k O 2"X10" FLOOR JOIST iG' O.C. 2'XI0" FLOOR JOIST IG" O.C. R21 FIBERGLASS INSULATION WITH VAPOR BARRIER J MID SPAN BLOCKING MID SPAN BLOCKING r-i E- 1/2" OSB EXTERIOR SHEATHING R49 FIBERGLASS INSULATION 1/2" GYPSUM WALL BOARD TYVEK HOUSE WRAP Lo 1/2" GYPSUM WALL BOARD VINYL SIDING W W 1/2" GYPSUM WALL BOARD Q q 1/2. X 12" GALV. ANCHOR BOLTS 5' O.C. TREATED a- 2"YV SILL PLATE � (�! 0 1ST FLOOR O E- 3/4" T!G SUBFLOOR =.< 2"X10" FLOOR JOIST 12" O.C. FLASHING W MID SPAN BLOCKING 2"X8" LEDGER BOARD d P30 FIBERGLASS INSULATION BATTS (3) JOIST O.C. w Hwy Cj (3) 2"X10" BEAM O rti - 4"X6" POST (2) 9 I/2 LAM. BEAM COMPOSITE DECKING 3 1/2" LALLY COLUMN W � 2"X2" BALUSTERS Q - - - - - - - - - - - ANCHOR BOLTS 5' O.C. 1' FROM CORNERS 7- 10" CONCRETE FOUNDATION WALL 3000PI 12" FLARED CONCRETE PIER 10"X20" CONCRETE FOOTING 3000 PSI 3 1/2" CONCRETE SLAB 3500 PSI ALL TREADED LUMBER � -- 4" FOOTING DRAIN CONNECT TO STORK SEWER G MIL VAPOR BARRIER ADD JOIST HANGERS E, "6 COMPACTED GRAVEL BRACKETS AND CONNECTORS AS OEM�,'., NEEDED - - - - - - - - - - - - - - - - - - - - - - - 5•ty O m/1�/� FRAMING AND OUTDOOR DECK DETAILS w o SECTION A-A s'rc'rs LA z U) � � I Q z �- D < z �-- � u Qw � u� LL. CD N 0 CQ LL-I c --4 o CQ < Lc) U m � � o I ASPHALT SHINGLES 2"YV CEILING JOIST 24" O.C. o r ICE 4 WATER AT EVES AND VALLEYS P99 FIBERGLASS INSULATION I Ei F I 1/2 GYPSUM WALL BOARD ROOFING UNDERLAYMENT ¢ 2"X8" RAFTERS 24" O.C. 3 3/4 a R21 FIBERGLASS INSULATION BAT (2) 2"XI0" HEADER 13) 2"X10" HEADER IS O 2" RIO FOAM BOARD INSULATION 1/2" GYPSUM WALL BOARD o - - - - - - - - - - i i II-9 1/2 ASPHALT SHINGLES z BONES-�R96M CEILING _ ICE ! WATER AT EVES AND VALLEYS � O Q U ROOFING UNDERLAYMENT �4 Z 1/2" EXTERIOR PLYWOOD Q o N N o ���' ��'-0 POST 1 2'YI2" RAFTER 24" O.C. F� I 30 BALUSTERS " P30 FIBERGLASS INSULATION W/ VAPOR BARRIER00 Q O o BALCONY 1/2" GYPSUM WALL BOARD E- N GARAGE OUTLINE 5 3 / BONUS ROOM FLOOR O 1w-� I--------- No LOOK (2) 2"XIO" HEADER Q W F-t - 7 3/4 RISER 10 1/2" W W ------- --- 9" RUN 3/y" T!G SUBFLOOR 2"XIO" FLOOR JOIST 14" O.C. FOYER 1/2" GYPSUM WALL BOARD 1vI Q E- CL ET OOKCASE DOOR FI2FP z w O OR 8" RISER _ Iuu z 9" RUN I 1 Af� p z D I p I 'LJI Z-5 p 00 (2) 2"XG" TOP PLATE � 2"X6" STUDS 24" O.C. COVERED o 2"X6" BOTTOM PLATE R21 FIBERGLASS INSULATION WITH VAPOR BARRIER PORCH 1/2" OSB EXTERIOR SHEATHING 1ST FLOOR hd TYVEK HOUSE WRAP o 6" RISER VINYL SIDING 1-4 11" RUN t,_' 1/2" GYPSUM WALL BOARD 1/2" X 12" GALV. ANCHOR BOLTS 5' O.C. E 3/4" T!G SUBFLOOR TREATED 2"X6" SILL PLATE W 2"X10" FLOOR JOIST 12" O.C. w N 6" CONC. WALL w /6PISEP (V MID SPAN BLOCKING W NN w 9" RUN R30 FIBERGLASS INSULATION BATTS / F _ _ _ _ _ _ _ _ t•'_c°k� I 0 � 1-I--I E o ANCHOR BOLTS 5' O.C. 1' FROM CORNERS 00 10" CONCRETE FOUNDATION WALL 3000 PSI rt 3 1/2" CONCRETE SLAB 3500 PSI } 10"X20" CONCRETE FOOTING 3000 PSI � MIL VAPOR BARRIER I-I-I 7` ti 4" FOOTING DRAIN CONNECT TO STORM SEWER COMPACTED GRAVEL C, :µme;�• BASEMENT FLOOR u=' ? IF,C) — — — — — — — — — — — — — — — — '�'+N'Ff1lF•— — — — — — — — — — — — — .1•tea.. O r ) F-'--I FRONT PORCH, FOYER ROOF, STAIR w o 0 AND BALCONY FRAMING DETAIL z °� SECTION B-B � m � I ' w m � z z � �-• U < W (v In tY LL U O c u L OUTLINE OF HOUSE U f 2 r" 2"XG" CEILING JOIST ASPHALT SHINGLES —I ICE i ATERERLAYMENT AT EVES AND VALLEYS 0 ROOFING UND 1/2" EXTERIOR PLYWOOD V 00 2"Y6" RAFTERS 29" O.C. I�-I 2"X10" RIDGE R21 FIBERGLASS INSULATION ATTS 2 2" RIO FOAM BOARD INSULA ION y 1/2" GYPSUM WALL BOARD DOOR CD CD 0 O Q i _ 2ND FLOOR U O N --- ---------� --- STAIRS ------ -- - --------------------------------- BONUS ROOM FLOOR O 1/2", (2) 2"XC' TOP PLATE � W Q 2"XC' STUDS 24" O.C. T!G SUBFLOOR (2) 2"XC' BOTTOM PLATE DOOR (� 1/2" X 12" GALV. ANCHOR BOLTS 5' O.C. 2"X10" FLOOR JOIST 1/2" OSB EXTERIOR SHEATHING 24" O.C. TYVEK HOUSE WRAP VINYL SIDING IJ I Eo (2) 9 1/2" LAM. BEAM - 5/8" FIRECODE GYPSUM WALL BOARD r�c E- 3 1/2" LALLY COLUMN Lo = 1ST FLOOR ------------- -- - ------- -- -- -- -- ---------------- ----------------- GARAGE FL00 o-;k 1 GARAGE FRAMING DETAIL W µ SECTION D-D to E, U � w W Z �D E O � N o �D W � O z 0 U < ::�:: I 0Z < �:I- < C),/ < L) LE MATCHLINE"A"-THIS SHEET MATCHLINE "B"-THIS SHEET MAP REFERENCE: 1) "PROPOSED LOT DIVISION PLAN K F REALTY LLC 198 SMITH STREET / 40 �-- - r SOUTH WINDSOR CONNECTICUT MARCH 6,2017"Revised to 4-20-17 X Q 4 X�- Engineering Comments Scale: 1"=30' Prepared by BSC GROUP OR* l I! TOSIK l l / /� l 2) "PROPERTY OF ANNA R.FRENCH"SMITH STREET SOUTH WINDSOR,By: �� �� MO MENT \ \ George T.Panella Dated:September, 1974 Scale:1"=50'(T.C.Map#1185 B). 1 110.2 39 �.! �° WjRD SM�Ty 3 2 \ EXISTING CLEANOUT It, / I _� t 1=103.6± .EET / LEGEND p STREET CONTRACTOR TO 1 \ - -PROPERTY LINE e VERIFY IN FIELD / ' 41 REPLACE CLEANOUT / � STRIP TO BE // 3 / -BUILDING SETBACK IF NECESSARY TO / I / CONVEYED TO SCOTT / / o / f � � &BEVERLY A.ANTOSIK ^ X X -SILT FENCE p� �� N SO�-(N v�.> � P ��• MAKE CONNECTION / 111.0 CONTAINS 5,427 SF± r -LIMIT OF CLEARING �gFgSgNT / I I I ;� / 0.125 ACRES± Wf de � ` \ \ { o -TOPOGRAPHY:MAJOR INTERVAL <<Fy ROAD TOPOGRAPHY:MINOR INTERVAL \ S S SANITARY SEWER PIPE S 90'SDR 35 6" R. l I Cn x / / / LOCATION PLAN 1" = 1000, \ PVC @ 2.00% �\•.�„ / (V I � -....,. W W -2"COPPER WATER PIPE tee / .\ - FD -FOOTING DRAIN REPRODUCTIONS OF THIS PLAN ARE INVALID 93'SDR 35 8"PVC" p O \ I \ E - - E--- -UNDERGROUND ELECTRIC CONDUIT UNLESS THEY BEAR THE SEAL OF THE "-w 111.0 �, �,' -2"PE FORCE MAIN UNDERSIGNED PROFESSIONAL. SMH S N � � \ FF -FINISHED FLOOR ELEVATION T 1=105.46 / � r I 111.3 _ i TFW -TOP OF FOUNDATION WALL S / \ \ FGF FINISHED GARAGE FLOOR o FBF -FINISHED BASEMENT FLOG ,'aG1S - MAR 2020 2"COPPER WATER a<U / , N ° ® ____:_ y LATERAL tU / I x \ S�. \\\ � Bu'ding De artment 1 9 9$ �� L / �N / \ u'�R StJRy i 5ific iYfNbil,e�a: i• �(zst: +vf £G, �i��cSs�o Gx rtified that tills Plan and sPr•'cificatccn era try cell NAL ! t' 111.3 `F20 / of the Proposed balidinq or sitar one to b UNDERGROUND j 1 ^ \ \ \ \ \ erected t 9 i1 C m i S� stree ELECTRIC AND TELECOM �; x / U v CONDUIT(TYP.) w / � � \ ----- FRANCIS J. VACCA, PE No. 29098 /L{ -J ° .. .. 1O together with ^`'r, ,. 1,1th all zonirn / -� - �� C/f / ,S r in application t �_ �. tiled with Of -rs 8s sfial' / N.` O■ r� /� � ssuod goy nth \ >f this- aGPlic I.- permit permit Sig d `- 16\ o a. cnndktan no that .. \ and Plan Is j :r bo 50'CONSTRUCTION / J orders and w, a" °�u}ins *hAu ENTRANCE / .•.•. • t! \ \ / J \ eonPlied llY -••>••• ,,,,,, ALL WORK ON LOT 2 \ \ conditionatly Pprvvod ete cited with �6 SHOWN FOR REFERENCE / BITUMINOUS f '.''' .' ' � ONLY-IT SHALL BE - / CONCRETE DRIVEWAY w PERFORMED SEPARATELY / I / \ LIMIT OF WETLANDS \ \ W. # 15 suitdm inapeator ci•., PROPOSED SITE (TYP.) / Field Deliniated by PLAN Mon. Not1 •'•�t;('• PROPOSED / \ / Found _ LPtPE UTILITY POLE John lanni,C.S.S. # 1 UTIL / E: 175.36' \ \W.F. �lj/ LOT 1 N8757'20"W ,'` .� 26.18' /120 10'RAD. \ 80'UPLAND REVIEW E , -- - AREA(TYP.) � • �` N8757'20"W R.B. 117.0±(EX) r N87'57'20"W / W.F. 5 / K F 26.12' \ /. # \ r / REALTY LLC TREES TO BE ELECTRIC HAND REMOVED ZONE - A30 �00 \ / W.F. # HOLE FOR SITE-LINE LOT 1 REAR LOT) 11 W.F. # 13 "� �/ 198 SMITH STREET W W`. W W -- \ IMPROVEMENTS - �� W _ ,,,-___ . MINIMUM LOT AREA 60,000 SQ. FT. (EXCLUSIVE OF ACCESS STRIP) ' _-.� /\ ./ _ I OHW OHW OHS ___ W_ W_ W PROPOSED LOT AREA PROVIDED 4�1100 003993± QSQ. FT. (2.296 ACRES) / a I ! , I W.F. # g ��� ] _W.F/ 4 /- SOUTH WINDSOR OHW--- - OHW - CONNECTICUT TREES TO BE OHW SIDE YARD = 15 (PROVIDED) � � _ /� REMOVED REAR YARD = 50' (PROVIDED) / 1 ( , + / u \ `�- -� _-� MONUMENT FRONT YARD 50' TO PROPOSED HOUSEWTH FOR SITE-LINE MINIMUM LOT WIDTH = 180' ¢/ W.F. 12 / / \ D.H. y IMPROVEMENTS LOT WIDTH 302' PROVIDED AT HOUSE LOCATION a I + \ # \ W.F. # 9 SITE DEVELOPMENT NOTES: PROPERTY LINE W.F. # 10 1. TOTAL SITE DISTURBANCE FOR LOT #1 = 0.48± ACRES. (TYP.) / 2. NEW SANITARY SEWERS SHALL CONFORM WITH THE TOWN OF SOUTH WINDSOR PUMP CHAMBER W F. # 11 / JANUAR� 11 , 2018 WATER POLLUTION CONTROL AUTHORITY DESIGN STANDARDS. LOCATION / x J TOTAL AREA= 3. SHARED DRIVEWAY APRON SHALL BE A MINIMUM OF 24' WIDE AND (SEE DETAIL FOR \ to 100,003±SF / �! TYPICAL PUMP SYSTEM) CONSTRUCTED WITH A 1" - 1-1/2" LIP TO PREVENT STREET DRAINAGE ONTO oo \ PROPERTY. 28'SCH-40 4"PVC @ 2.10% \ g ./ ,r- 4. REMOVAL OF TREES WITHIN THE TOWN R.O.W. MUST BE COORDINATED WITH THE ` re TOWN ALARM AND ELECTRIC COND IT �r - / NO. DATE DESC. TOWN TREE WARDEN. • POTENTIAL GENERATOR 5. DRIVEWAYS AND UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE _ \� LOCATION /� \ I (SEPARATE CIRCUITS) o TOWN OF SOUTH WINDSOR PUBLIC IMPROVEMENT SPECIFICATIONS AND DETAILS. / �a / \ / � k- NOTES / // U' I LIMIT OF / / �� / CLEARING(TYP) D D 1. CONTRACTOR SHALL NOTIFY 'CALL BEFORE YOU DIG" (1-800-922-4455) AND VERIFY UTILITY MARK-OUT WITH THE OWNER / t c� ff 'U Z PRIOR TO THE INITIATION OF ANY SITE DISTURBANCE. ' �� t Q,� s D 2. DO NOT PROCEED WITH THE WORK UNTIL ALL E&S CONTROL MEASURES ARE IN-PLACE AND HAVE BEEN INSPECTED / / r E �0°,� FOOTING DRAIN AND APPROVED BY THE ENGINEER. / / //o �P�' TO DAYLIGHT \ / �� 3. THE MEASURES SPECIFIED HEREON ARE THE MINIMUM REQUIREMENTS FOR E&S CONTROL AND ARE SHOWN IN / O o 97.0 ' GENERAL SIZE AND LOCATION ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL E&S �,• �s 1L / CONTROL MEASURES ARE CONFIGURED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION OF SOILS PROPOSED 7-#6(4-5'TALL) 1=96.55 0- O� ) \ / ■ f AND PREVENT THE TRANSPORT OF SEDIMENTS AND OTHER POLLUTANTS TO ANY RESOURCE AREAS. PROVIDE THUJA OCCIDENTALIS (NIGRA) / // C4- co ADDITIONAL E&S MEASURES AS REQUIRED TO CONTROL EROSION AND SILTATION THROUGHOUT THE DURATION OF MAINTAIN 10 FOOT ` ,� `/ PROPOSED BUILDING THE CONSTRUCTION AS CONDITIONS DICTATE AND/OR AS DIRECTED BY THE OWNER OR THE ENGINEER. SEPARATION BETWEEN FF=106.5 52' TFW=105.5 FORCE MAIN AND PROPOSED / �= 4. CONTRACTOR TO ESTABLISH ANTI-TRACKING PAD CONSTRUCTION ENTRANCE AT THE SITE CONNECTION TO SMITH / FBF=97.5 TREES / � STREET. / 104.5 / -•°"`• FGF=104.5 � PROPOSED SILT FB: - DRAWN BY: MRS CHECK BY: FJV 5. MONITOR AND INSPECT ALL E&S MEASURES IN AN ONGOING MANNER THROUGHOUT THE WORK AND TAKE EXISTING SHED CORRECTIVE MEASURES, AS REQUIRED, TO MINIMIZE EROSION OF SOILS AND PREVENT THE TRANSPORT OF / FENCE AND LIMIT OF / SEDIMENTS AND OTHER POLLUTANTS TO ANY RESOURCE AREAS. / o• N Ao�.o, DISTURBANCE / PREPARED FOR: TO BE REMOVED / ' -,•�S1 sr p 7� D 6. ANY EROSION AND SEDIMENTATION MEASURE IMPLEMENTED BEYOND THAT SHOWN HEREON SHALL CONFORM TO / // \ 1p X �Oy _ / KF REALITY LLC APPLICABLE SECTIONS OF THE STATE OF CONNECTICUT°S 2002 ''CONNECTICUT GUIDELINES FOR SOIL EROSION AND TEMPORARY STOCKPILE / \O 104. / / / 175 WHEELER ROAD SEDIMENT CONTROL." RETAINING WALL LOCATION "� 50' FRONTYAR-J 1©0/ SOUTH WINDSOR, CT 06074 C NEW PROPERTY 7. ANY STOCKPILED MATERIAL SHALL BE SUBJECT TO EROSION CONTROL MEASURES THAT INCLUDE A MINIMUM OF TO BE REMOVED �- _ �� LINE / ` (860) 883-1391 SILT FENCE OR HAY BALE BARRIER. COVER STOCKPILES IF SIGNIFICANT RAINFALL IS PREDICTED. _ $ \ STRIP TO BE 160'-2"Sch-40 PVC 8. PROVIDE TEMPORARY SEEDING WITH MULCH ON ALL EXPOSED SOIL AREAS WHERE WORK WILL BE SUSPENDED FOR FORCE MAIN / i 02 \ _� ` CONVEYED TO T O IK / LONGER THAN 30 DAYS. APPLY SEED AND MULCH WITHIN THE FIRST 7 DAYS OF SUSPENDING WORK. WHEN PROVIDE 42"MINIMUM / .` t \ / �- \ &BEVERLY A.ANTOSIK SEEDING IS NOT POSSIBLE DUE TO SEASONAL WEATHER CONDITIONS OR OTHER FACTORS, PROVIDE TEMPORARY COVER ) CONTAINS 5 427 SF± // R.B. W/CAP °k, 0.125 ACRES± / R�lf m STRUCTURAL SOIL PROTECTION SUCH AS MULCH, WOODCHIPS, EROSION CONTROL MATTING, OR COMPOST. / 103.1 O ` / 9. ALL TEMPORARY SLOPES IN EXCESS OF 3 (HORIZONTAL) TO 1 (VERTICAL) SHALL BE STABILIZED WITH EROSION // BSC °�' X LO - -� CONTROL MATTING OR APPROVED EQUIVALENT. O �. 103.3 N7g• ' " 3 ��--.-�_ `1`g W 300 Winding Brook Drive 10. NO RUNOFF SHALL BE ALLOWED TO ENTER ANY STORMWATER SYSTEM OR EXIT THE SITE PRIOR TO TREATMENT X �� �/ 130 35 _ ,MONUMENT Glastonbury, CT 06033 F.G.=111.4 / 0 1 / 161TH D.N. FOR SEDIMENT REMOVAL. ', 10 ' 10 N � FORCE MAIN OUTLET l tv� \ x ' 1 M _� 860 652 8227 11. THE CONTRACTOR SHALL MAINTAIN A CLEAN CONSTRUCTION SITE AND SHALL NOT ALLOW THE ACCUMULATION OF 2"x6"REDUCER �, r r /' ,ytttiliiippp� RUBBISH OR CONSTRUCTION DEBRIS. ALL TRASH SHALL BE CLEANED ON A DAILY BASIS AND THE SITE SHALL BE 1=107.36 / \ X u? / FC•�• \\ �� OF COty����'��, R.B. TO L C LEFT IN A NEAT CONDITION AT THE END OF EACH WORK DAY. / E SET - 10'SDR 35 6" 1 6., 0' I „� �V © 2018 BSC Group, Inc. 12. TAKE ALL NECESSARY PRECAUTIONS TO AVOID THE SPILLAGE OF FUEL OR OTHER POLLUTANTS AND ADHERE TO PVC @ 2.00% '-'--' _.. -- - - --- - _. ._ -�'`-. i R.B. TO l \\ -+ ALL APPLICABLE POLICIES AND REGULATIONS RELATED TO SPILL PREVENTION, CONTROL, AND RESPONSE. N89'11'51"W R.B. TO BE SET r, SCALE: 1" = 20' SMH / r-- BE SET / 13. FOR DUST CONTROL, PERIODICALLY MOISTEN EXPOSED SOIL SURFACES WITH WATER AND MAINTAIN ADEQUATE TF=111.3 No, 17247 1 / ®s®` �/c- �C 4� 0 10 20 40 �r 0` PROTECT EXISTING TREE Z / /� TO MY KNOWLEDGE �Q ,.�' MAP IS MOISTURE LEVELS. 1=107.26 r �� 14. SWEEP ADJACENT ROADWAYS IF MUD OR SOIL IS TRACKED ON TO THEM, OR AS DIRECTED BY THE ENGINEER. \ / SUBSTANTIALLY CORRE�PIt U }� °19 HEREON. SHOULD THE CONSTRUCTION ENTRANCE FAIL TO PREVENT THE TRACKING OF SOILS OR SEDIMENT OFF OF THE �4,• / / FILE: PROJECT SITE, A WASHING RACK SHALL BE INSTALLED ALONG WITH APPROPRIATE MEASURES TO COLLECT / I / / �� DWG. NO: 8364500-SITE.dw RESULTING WASTEWATER. MATCHLINE "A"-THIS SHEET - - MATCHLINE B"-THIS SHEET 9 • MICHAEL C. HEALEY, P.L.S. No. 17247 Job. No: 83645.00 SHEET C-1 .0 ❑ (� STORM MANHOLE OO Oo APPLY FULL DEPTH PAVEMENT ALTERNATE ADJUST TO GRADE WITH COURSES OVER FRAMES OF CONC. BRICK OR CONC. GRADING RINGS A Z (SEE NOTE 1) SEE CAST IRON MANHOLE —FRAME & COVER DETAILa o ti, El ❑o❑❑❑O❑ o ❑ VARIES 6" TO 12" 1 3 1 8-1/4" 1 3 8" 8-1/4" # 0 O O❑O © I— o o { _ a 61' A °4 o P` o° � I-1 SEWER I=1 0� MANHOLE STEP 8- 1 1/2" DIA. ❑ Q ..'12„ TYP (SEE STANDARD DETAIL) BONDING HOLES B SECTION A A t\ a 15-7/8" A-J O P —III—I I I—III—I I I SEE JOINT DETAIL „ 1/2" GRADE 60 STEEL REINFORCEMENT 14 O —III—III—I I I— (BELOW) � 1',2',3', OR 4' PRECAST A \t\0 —IIF—III— CONCRETE RISER SECTION AS REQUIRED 4' BITUMASTIC O Q 0 0 0 •.5a DAMP PROOFING 0 00 0 FOR DETAILS SEE a ❑ a Q N FLEXIBLE COUPLING A Q 4'-0" MIN. 4'-0" MIN. ELASTOME AND FLEXIBLE PLASTIC OR FIBERGLASS MANHOLE STEP O REPRODUCTIONS OF THIS PLAN ARE INVALID MANHOLE SLEEVE �TO JOINT TO JOINT 1-v2' O o ❑ o o a 4 UNLESS THEY BEAR THE SEAL OF THE O 0 / UNDERSIGNED PROFESSIONAL. O 0 -`1 t"- 0 O 0 O 0 �( / 34" DETAIL "A" 3/4 PIPE I. 0 u 11t11t1; FLOW 1' 0 31-3 4 ���` t: co CLASS 'A" CONCRETE ELOR BRICK G MASONRY RT °" ° - d - —' 4" 0 EQ I-3/8„ ��\\ 0 GI- J• NF 6" INVERT,EL CLASS "A" CONCRETE y 't 6" MIN. 2- i 1/2" DIP..6" '3/4 1' 1-1/4' ' 1-1/4' 28" HANDLING HOLES ' $ •� '"�' ;'� 1 29098 1/B' 11 3/4" BROKEN TRAPROCK I-1/2' 3/4` 3-ll/16' �i .ohs �CFNSEO \���e` MANHOLE INSIDE FACE 8 1}I/2` 3/4` 1� I y 32" OF MANHOLE ELEVATION FLE i XIBLE SLEEVE V-9 43" 3/4' ➢IA. -1 1-9/16' 1-1/2' 616' 3/A ` 9/16` 2 DEGREES MAX. ";• COLD APPLIED NOTES: 6` 3' ➢IA, b' 1-15/16' PIPE FRANCIS J. VACCA, PE No. 29098 BITUMINOUS 1. TOP STEP TO BE A MAXIMUM OF 24" 4' DIA, COVER DRILL & COUNTERBORE i/2" DEEP SEALER BELOW TOP OF MANHOLE FRAME & FOR 1/2" SOCKET HEAD CAP SCREW. ROUND RUBBER COVER ELEVATION. '"' (2 PLACES IN COVER) GASKET JOINT TAKE—UP STAINLESS STEEL STRAP SECTION B—B SECTION A—A 2. IF TOTAL DEPTH IS TEN FEET OR GREATER, POWER ?' SPECIFICATIONS: FRAME `.i '• CERTIFICATION OF HS-20 LOAD BEARING CLAMP GASKET SLEEVE CAPACITY SHALL BE SUBMITTED TO THE CAST IRON FRAME CAST IRON COVER COVER STAINLESS STEEL SOCKET ": SPIGOT& BELL RE(NF. TOWN ENGINEER FOR APPROVAL PRIOR 1. Pattern shall be no. 1012 WT manufactured by HEAD CAP SCREW— 1/2" SECTION JOINT TO INSTALLATION. NOTES: The Combell Foundry Co. or approved equal. 13 THD. x 1--1/2" LONG. 3. SEE MISCELLANEOUS MANHOLE DETAILS _ 2 REQUIRED LOCATED GASKET JOINT SHEET. 1. THE LOWER SURFACE OF THE COVER _ 1$D DEG. APART. 4. SEAL ALL LIFTING HOLES INSIDE AND OUTSIDE FI_ASTOMFRIC MANHOI F COUPLING FLEXIBLE MANHOLE SLEEVE AND THE CORRESPONDING UPPER SURFACE 2. AASHTO HS20-44 highway loading. OF RISER SECTION. OF THE FRAME SHALL BE MACHINE 1/4" FLAT NEOPRENE GASKET MANHOLE PIPE CONNECTIONS FINISHED TO PROVIDE A SMOOTH FLAT 3. Material shall be gray cost iron which meets or exceeds ASTM A48-83, class 308. CONTACT OR FIT, WITHOUT ANY TENDENCY DRILL & TAP HOLES IN FRAME FOR DETAILS FOR THE COVER TO ROCK OR RATTLE. 4. All castings supplied with: 1/2"-13 THREAD CAP SCREW. —Machined bearingsurfaces LOCATE HOLES FROM COUNTER BORED �r ts 2. SANITARY SEWER MANHOLES SHALL BE HOLES IN COVER (IN 2 PLACES) DETAIL A EQUIPPED WITH VENT HOLE IN CENTER. -Non-penetrating pick holes LOT 1 -1/4" flat neoprene gasket NOT TO SCALE NOT TO SCALE NOT TO SCALE -1/2" diameter stainless steel cap screws NOT TO SCALE TOWN OF SOUTH WINDSOR PRECAST CONCRETE APPROVED AWN OF SOUTH WINDSOR MISCELLANEOUS APPROVED -)WN OF SOUTH WINDSOR CAST IRON MANHOLE APPROVED 'AWN OF SOUTH WINDSOR STANDARD WATERTIGHT APPROVED STANDARD DETAIL SANITARY SEWER MANHOLE STANDARD DETAIL MANHOLE DETAILS STANDARD DETAIL FRAME AND COVER STANDARD DETAIL MANHOLE FRAME & COMER K F REALTY LLC MARCH, 2005 REVISED: PUBLIC WORKS DIRECTOR MARCH, 2005 REVISED: PUBLIC WORKS DIRECTOR MARCH, 2005 REVISED: PUBLIC WORKS DIRECTOR MARCH, 2005 REVISED: PUBLIC WORKS DIRECTOR 198 SMITH STREET SOUTH WINDSOR WATER SGHT FRAME AND GRATE CO N N ECTI CUT TF=103.Ot LAWN / STREETS / MIN. WEIGHT = 59 LBS. CROSS—COUNTRY PAVED AREAS SEWER MAIN LINE STANDARD PLUG I I TRENCH LIMIT •- TOPSOIL & SOD OR SEED I I BLOCK OR G?ADE GROUND EL=102.5t j 90'L-----I- ---- --- RING RISERS AS 7 12" I I REQUIRED - 30" MIN 4'1 APPROVED GRANULAR NON— i 45' ORGANIC BACKFILL MATERIAL i a. ''aa° ' a a PLACED AND COMPACTED IN j j ,- A' I JANUARY 11 , 2018 ONE FOOT (1 ) (MAX.) LIFTS. I i" 12 I 1 2 DISCHARGE 42" MIN I -- — PIPE,(AS SPECIFIED I a STANDARD BEND, SIZE I j AS-REQUIRED STANDARD WYE, SIZE A a aWARNING TAPE PER CONN. 11 d. GENERAL STATUTE SECTION I 1 2%2" WOoQ STAKE WITH 4 16-345, AS AMENDED, PLACED PLAN 4"x4"x 1/4" STEEL CAP PRECAST CONCRETE VAULT BY PUMP 4°a a 12" MIN. TO 24" BOVE OR STEEL BAR d } (MAX.)( I SYSTEM SUPPLIER TOP OF PIPE. Q EXISTING GRADE — NO. DATE DESC. d SAND BLANKET _�--_--_-� 1 r� S" 4_INLET I 95.94 a d a 12 MIN. PIPE, AS SPECIFIED SAND BLANKET ALARM EL=ABOVE INLET 2 O.D. PIPE ':;`.: FILTER FABRIC _ 12" •" 3/4" BROKEN TRAPROCK WARNING TAPE 'o. PUIMP ON EL=BELOW INLET w 1/2 01 D. PIPE . ::�:;:;:...::'"=••;;..: �_;<.• ..:, o°tea FILTER FABRIC (SEE NOTE) d n ::`.• �,»"MM•.:+.;�;:•�C�Q�i��. aaOo o as o Q 6"�MIN. °• •a; OVERLAP MIN. 6" BOTH WAYS E_� 000° Dag ° VARIES o o°000ao 0 0°0° 4 °o o a o �- °000 o°o°° ;.w a; �' PUMP DESIGN VARIES PER SUPPLIER O.D. +L °°° — � -�• , °°°°° ° °o°a,a � PUIMP OFF EL-10 t d 1' PIPE 1 o oaoaF°° as a°a o l z 12" SAND MIN. ;• °' o'o ; Dag °°° 6" Lljz aQ r ABOVE BOTTOM a .♦`... .iT D000,o$o° o a°°D000 F-- 1 SECTION D000 °a00%o a° a as a °° ; ,D"t . �`.. o°o°° a°oo°o°o° STONE • °°°°°° ° �' �' +'•4f o oopOO° °oa oocoao 000aa o U7 ° a ° I FB: — DRAWN BY: MRS CHECK BY: FJV NOTES: 3/4" BROKEN TRAPROCK CHAMBER BOTTOM - a a a NOTES: a 'd' Q 1. SEE STANDARD DETAIL FOR CLAY 44 PREPARED FOR: 6" MIN. 1. FOR 'FRENCH REQUIREMENTS, PROFILE SEE TYPICAL TRENCH SECTIONS DETAIL & KF REALITY LLC � � — STOPS WHERE NECESSRAY, PG. M-54 SPECIFICATIONS. VARIES NOTES: 175 WHEELER ROAD 1' 2'-6" 1' 2. PIPE SHALL BE LAID AT 2% SLOPE (MIN.) SOUTH WINDSOR, CT 06074 2. FILTER FABRIC SHALL BE NONWOVEN EXCEPT WHERE THIS IS IMPRACTICAL OR WHERE A 1. ENGINEERED DUPLEX PUMP SYSTEM TO BE FURNISHED BY PUMP SYSTEM DESIGNER - WILLIAMSON NEW ENGLAND AND SHALL MEET AASHTO M288-00, PIPE — IN GROUND WATER HARDSHIP WOULD BE CREATED THEN PIPE MAY BE OR OWNER APPROVED EQUIVALENT. DESIGN OF PUMP SUSTEM BASED ON FOLLOWING INFORMATION: (860) 883-1391 CLASS 2 LAID TO A GRADE OF NOT LESS THAN 1%, A. PUMPING HEAD = MINIMUM 14 FT. (BASED ON FORCE MAIN OULET ELEVATION [107.36] - PUMP INTAKE ELEVATION94f NOT TO SCALE NOT TO SCALE B. LENGTH OF FORCE MAIN = 160 FT. APPROVED T APPROVED C. EFFLUENT DESIGN INFLOW = 525 GPD (BASED ON 2018 DPH TECH. STANDARDS: 4 FAMILY RESIDENTIAL I l TOWN OF SOUTH WINDSOR TYPICAL SANITARY SEWER OWN OF SOUTH WINDSOR TYPICAL BUILDING SEWER DWELLING) STANDARD DETAIL TRENCH SECTION STANDARD DETAIL MARCH, 2005 REVISED: PUBLIC WORKS DIRECTOR MARCH, 2005 REVSED: PUBLIC WORKS DIRECTOR 2. FORCE MAIN SHALL BE SCHEDULE 40 FORCE MAIN SHALL MAINTAIN MINIMUM 3.5' (42") COVER THROUGHOUT ENTIRE RUN FOR FROST PROTECTION. 3. ENTIRE PUMP SYSTEM SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS AND INSTALLATION 300 Winding Brook Drive INSTRUCTIONS. Glastonbury, CT 06033 4. TESTING OF THE ENTIRE SANITARY SYSTEM SHALL BE PER SECTION 3.4.0 OF THE TOWN OF SOUTH WINDSOR 860 652 8227 PUBLIC IMPROVEMENT SPECIFICATIONS. 5. PROVIDE MANHOLE FRAME AND COVER WITH RISERS TO 6" ABOVE FINISHED GRADE. © 2018 BSC Group, Inc. TYPICAL PUMP SYSTEM SCALE: AS SHOWN SCALE: NONE FILE: DWG. NO: 8364500—DET.dwg JOB. No: 83645.00 SHEET C-2.1 t-1 7-7 2000113 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 03/16/2020 GIS ID: 83700190 FEE: 2970.00 MUNIS APPLICATION# 202000386 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: KF CONSTRUCTION ADDRESS: 190 SMITH STREET ADDRESS: 175 WHEELER ROAD OWNER: KF REALTY LLC 175 WHEELER ROAD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW SINGLE FAMILY HOME WITH AN ATTACHED TW O CAR GARAGE, PORCH AND DECK SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 3/16/2020 10:49 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE