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Home My WebLink AboutSite PlanN s CS c® C8 V Saw MH PROP - FREE STANDING 'SIGN r SHALL NOT BE CONSTRUCTED , CLOSER THAN 10' FROM ANY PROP 4 CONC PROPEM UNK SIDEWALK 11.x, 1 APPW-- )IRATE LiDI'A'T ION OF EXSTING 4 WATER M.M. THE ® s6sCONT'RACTOR SHALT. COORDINATE ALL INORK IM A.. PROP DIESEL ARID KEWSENE DISPENSER / 2OW/2000 CAL. SPUT TANK a A. THE Sisa7+' i Ebl6m+7 i mi7rs CONTRACTOR raa tea• va+a• SHAM CO 4 ALL WORK MM SCWA PROP 10'xi®' DUMPS= ENCLOSURE lb WAM idr T u p4ou5 TE UP C c$ C.ATti akcAN lr3dW CARDBOARD COMPACTOR ENCIDSU V"ATM' Em5T emTm------ FtNnSHt.D FLWR eLEVAT .. t FT Fen ; AL 0 Hom h Hitt# DU45M POLYETHYLENE PIPS ci 1w Rum , IP lR . pin YJ_ — - MH MANHOLE PON MINIMU4 MONUMENTwir N!F NOW OR FORMRLY NW NATIONAL qCO0tTJC VERTICAL DATUM - PROP I pooposw RE.+DO REQUIRED . 5AN _ SANITARY .. - 1 5F SQUARE Fe.ET , f - - WF \ 5CWA 50UTNTERN CONNECTICUT WATER AUTHORITY _ o Tr TOP Of FRMS TYP , TYPICAL Wd WITH 138 - : ,. fxlsTiNq CONTOUR ti teoposco coNTOUR ARA PROP05F.D SPOT LUNATION Ab SUIL.DINq SETBACK UNE DIC.AP PARr.INC4 SPACE SYMBOL OVERHtAD WIRf. 10 PROP05LD PAINT - 11 NUMBER OF PARKINCl 5PAC PROPOSED iriHT PIXTURe PROP05tD 5ANffAZY SEWER S C'd PROPOSED WATQ S ICE - DUE TO DI•LTORWH DL0K RIPRODUCMIM TM PUff MAY NOT SCS fYJCTLY. ALL OW10,115M5 5Hrtj a . UU 5CAUWI, V THLM ARE ANY DLL CQWA 5, MiTACi' "NUIL SITE DATA TABLE -ZONE C - 1 ITEM REQUIRED •PROVIDED IAT SIZE 10,000 SF 57,7381 SF IAT FRONTAGE 200 FT 3301 FT. BUILDING HEIGHT MAA7C 35 FT 26f FT FRONT YARD (MIN) 30 FT -1131 ET SIDE YARD 15 FT 24tFT REAR YARD 30 FT 311 FT 1 bLW4E55 DAYS PRM TO EXCAVATmaWrRACTOe SKAILL NOTFY Tft VHM MAY POMPRO&Bi5 POR CON5TRXI WK PZM TO PROCtwo4Q W" YORr- ALLL t IZU 5T : 1 lN' . WITH F 614A (1995) Of THe COWECTI= DSP .TRNsP=A t A xxs STOP / e -5T FM,1 AND RCUKALtamGPiE1P'fE.NTS g3rfi1'S Y rC P J4trE0 AM ID TNt tp4F SP ' , - STARD. - 4 -'s, 5PtaF)CATKM Of 7HE MONTVILLt WATER P0tLLrn0N CONTROL ORe LID1 , O• :: b. 5n u Rt5 Stmt. Be 400 WATT mem tIA11Dt LummmisRnMOUNTfOON14 . FOOT POLES ON CONCRETE r 17. ALL 51Te BE. DIRECtf-D TO PR ItW t dpi MMCW PROPtRTIES AND 5TMT5. tD • ` 19. N1 LOTARM N`0T U FOR SUIL.D PAY MENT. WALKWAY5 Oe PURP05fS SRALL BE PLANTED WITH q OR COVERED Wei SHREDDED MULE AND LAND5CAPED. 4 19. PARKM CALCULATION: . c _ RETA[L SUWt 0260 5P ! 175 5F/PKC4 SPACE. 40 SPACE5 REWREDID 52 5PACEs PROVIDE I 20. Wt CONCRETE WfJftS TO BE U50 FOR THE STORM WATER DET " 5Y5" SHAL 6t CcZME-0 FOR H-420 LOADtNt$. D Oic 21. ALL ROOF DRAINS AND CANOPY D9-AIN5 SHALL. St CoNNf-CTtD UNDERC4ROUND TO THE STORE WATf2 Dt.TtNTM SY5TEK NO DOWN5POUT5 SHALL DWWqt ONTO THE PAYS -tit'% STORM WATtR FLUS FROG T>•it_ PAVE? 5URFAC 5HAI-L ft g Dade `' • TRWtD FOR M RtWWAL AND SPILL PREWnM WITH HOODED CATCH EDCE of i A SWIRL GONC TIZAT SHAD.. PRCMDt 5f-WNDJRY TR`•iF FOR i R ALV° FO. TtIt STORM WA.T 2 t THS D T4'I SYST. i FC to ' . " • 48r RCP . 1, THt EMSTINq 5M47ARY StW.R SSC CN Ste. IBP LOCATEDAo UPM R Er"T O THE BUMNQ P LRT. TN?- P} QWS 5AAdUARY 5t"ct i.L St. CONNLCTto TO THE W-,)TiPN%q 51 vA-, 1.3. PROPO5-,:10 StQ4 MCVLAT 102' itJt !t Ici x 1.5 5F1 LF - 15,3 SIF AI. O'fM-,CLQ PR03`' `..D IT -Ye STMDINQ 51gl w 123 PROP f:L.• 4',..3 IF a . aY`JF•a't_ 3O 51z TOTAL PROPO-SCD 15.3 5F F,: ... A _ 4. THE SUWtYOR 15 TO MEA5URt THE FO j IC=: Tn'il Aa1ER, IT 15 Pfl'UPW ER5UPftiC . i a t >f . ,V-110 IT 15 1hl Co.mpLw.4ct ffT i Re . i`i 0; . o to 40F E 200• jam Av_ tG+N* ,A"i[ i r--- _, d25.{d Lr' c i ---"Y <M.6 • ! ' i a C' I FEES - - . By. toiGm wogf- V SN i r i i N s CS c® C8 V Saw MH PROP - FREE STANDING 'SIGN r SHALL NOT BE CONSTRUCTED , CLOSER THAN 10' FROM ANY PROP 4 CONC PROPEM UNK SIDEWALK 11.x, 1 APPW-- )IRATE LiDI'A'T ION OF EXSTING 4 WATER M.M. THE ® s6sCONT'RACTOR SHALT. COORDINATE ALL INORK IM A.. PROP DIESEL ARID KEWSENE DISPENSER / 2OW/2000 CAL. SPUT TANK a A. THE Sisa7+' i Ebl6m+7 i mi7rs CONTRACTOR raa tea• va+a• SHAM CO 4 ALL WORK MM SCWA PROP 10'xi®' DUMPS= ENCLOSURE lb WAM idr T u p4ou5 TE UP C c$ C.ATti akcAN lr3dW CARDBOARD COMPACTOR ENCIDSU V"ATM' Em5T emTm------ FtNnSHt.D FLWR eLEVAT .. t FT Fen ; AL 0 Hom h Hitt# DU45M POLYETHYLENE PIPS ci 1w Rum , IP lR . pin YJ_ — - MH MANHOLE PON MINIMU4 MONUMENTwir N!F NOW OR FORMRLY NW NATIONAL qCO0tTJC VERTICAL DATUM - PROP I pooposw RE.+DO REQUIRED . 5AN _ SANITARY .. - 1 5F SQUARE Fe.ET , f - - WF \ 5CWA 50UTNTERN CONNECTICUT WATER AUTHORITY _ o Tr TOP Of FRMS TYP , TYPICAL Wd WITH 138 - : ,. fxlsTiNq CONTOUR ti teoposco coNTOUR ARA PROP05F.D SPOT LUNATION Ab SUIL.DINq SETBACK UNE DIC.AP PARr.INC4 SPACE SYMBOL OVERHtAD WIRf. 10 PROP05LD PAINT - 11 NUMBER OF PARKINCl 5PAC PROPOSED iriHT PIXTURe PROP05tD 5ANffAZY SEWER S C'd PROPOSED WATQ S ICE - DUE TO DI•LTORWH DL0K RIPRODUCMIM TM PUff MAY NOT SCS fYJCTLY. ALL OW10,115M5 5Hrtj a . UU 5CAUWI, V THLM ARE ANY DLL CQWA 5, MiTACi' "NUIL SITE DATA TABLE -ZONE C - 1 ITEM REQUIRED •PROVIDED IAT SIZE 10,000 SF 57,7381 SF IAT FRONTAGE 200 FT 3301 FT. BUILDING HEIGHT MAA7C 35 FT 26f FT FRONT YARD (MIN) 30 FT -1131 ET SIDE YARD 15 FT 24tFT REAR YARD 30 FT 311 FT 1 bLW4E55 DAYS PRM TO EXCAVATmaWrRACTOe SKAILL NOTFY Tft VHM MAY POMPRO&Bi5 POR CON5TRXI WK PZM TO PROCtwo4Q W" YORr- ALLL t IZU 5T : 1 lN' . WITH F 614A (1995) Of THe COWECTI= DSP .TRNsP=A t A xxs STOP / e -5T FM,1 AND RCUKALtamGPiE1P'fE.NTS g3rfi1'S Y rC P J4trE0 AM ID TNt tp4F SP ' , - STARD. - 4 -'s, 5PtaF)CATKM Of 7HE MONTVILLt WATER P0tLLrn0N CONTROL ORe LID1 , O• :: b. 5n u Rt5 Stmt. Be 400 WATT mem tIA11Dt LummmisRnMOUNTfOON14 . FOOT POLES ON CONCRETE r 17. ALL 51Te BE. DIRECtf-D TO PR ItW t dpi MMCW PROPtRTIES AND 5TMT5. tD • ` 19. N1 LOTARM N`0T U FOR SUIL.D PAY MENT. WALKWAY5 Oe PURP05fS SRALL BE PLANTED WITH q OR COVERED Wei SHREDDED MULE AND LAND5CAPED. 4 19. PARKM CALCULATION: . c _ RETA[L SUWt 0260 5P ! 175 5F/PKC4 SPACE. 40 SPACE5 REWREDID 52 5PACEs PROVIDE I 20. Wt CONCRETE WfJftS TO BE U50 FOR THE STORM WATER DET " 5Y5" SHAL 6t CcZME-0 FOR H-420 LOADtNt$. D Oic 21. ALL ROOF DRAINS AND CANOPY D9-AIN5 SHALL. St CoNNf-CTtD UNDERC4ROUND TO THE STORE WATf2 Dt.TtNTM SY5TEK NO DOWN5POUT5 SHALL DWWqt ONTO THE PAYS -tit'% STORM WATtR FLUS FROG T>•it_ PAVE? 5URFAC 5HAI-L ft g Dade `' • TRWtD FOR M RtWWAL AND SPILL PREWnM WITH HOODED CATCH EDCE of i A SWIRL GONC TIZAT SHAD.. PRCMDt 5f-WNDJRY TR`•iF FOR i R ALV° FO. TtIt STORM WA.T 2 t THS D T4'I SYST. i FC to ' . " • 48r RCP . 1, THt EMSTINq 5M47ARY StW.R SSC CN Ste. IBP LOCATEDAo UPM R Er"T O THE BUMNQ P LRT. TN?- P} QWS 5AAdUARY 5t"ct i.L St. CONNLCTto TO THE W-,)TiPN%q 51 vA-, 1.3. PROPO5-,:10 StQ4 MCVLAT 102' itJt !t Ici x 1.5 5F1 LF - 15,3 SIF AI. O'fM-,CLQ PR03`' `..D IT -Ye STMDINQ 51gl w 123 PROP f:L.• 4',..3 IF a . aY`JF•a't_ 3O 51z TOTAL PROPO-SCD 15.3 5F F,: ... A _ 4. THE SUWtYOR 15 TO MEA5URt THE FO j IC=: Tn'il Aa1ER, IT 15 Pfl'UPW ER5UPftiC . i a t >f . ,V-110 IT 15 1hl Co.mpLw.4ct ffT i Re . i`i 0; . o to 40F E 200• jam Av_ tG+N* ,A"i[ i r--- _, d25.{d Lr' c i ---"Y <M.6 • ! ' i a C' I FEES - - . By. toiGm wogf- V SN