Loading...
HomeMy WebLinkAboutSite Plan 65 Kitemaugi BOUNDARY LINE 15 IVIEAN HIGH W TL'RLINE - I18` -h (ELEVATION- 1.2) i-IAAuofrrON 1 OVI LO"1 #26 -ZONE R-20 r— ITEM - � -REQUIRED '(�IROVJDED �— PROPOSED � LOT r1ICEr1��-I �0 oo 5.F. ?2,Obl} 5P LOT FRONTAGE 1010 F'P. IK00 FT; j FRONT YARD 40 FTI 1 30.4'(EXIST.) 1 91'= (PROPOSER GAR.4GE) SIDE YARD 15 FT, 'ho GAR. (EXIST.) I0,2' (PROPOHD GARAGE) REAR YARD 4U Fr. R l' Cri R. (EXIST.) j 71'= (PROPOSED GARAGE) LEUEND. VOL. VOLUME PG. PAGE IV/F NOW Olt I'ORmERLY 5(" UARL FEET !.I$. IP ERESTONP IRON PIPE COFr'ryf'!l DH DRILL I[OL) �,,�`lti��0? . �,W;. ° ��� !- IPIN IRON PILI ' * c r` J REC, RECOVERED f1 l i Cr1 r§I I II LIEF,'CF11S FLAP IS SUBSTANTIALLY C:ORI)XV C'L&P --- CW �G PO1Vl R CONTOUR ✓KnI itS G" 111 LAP IS NOT VALID wirIIOUT A LIVE SIGNATURE i,rL YE HEREON, l0 -- 1 XISTING Ari �,� a 01Q, SURVEYOR !'iI 1{1 l/tti t[[5st $ t ,,,� / {[j a .+moi` 11 , U✓L —.% ' � Y`�"` t �. I. iUCkIA W A- DESCHANIPS L.S. 40019 dAi EROSION AND SEDIMENT CONTROL PLAIN I, CLEARING, GRUBBING, AND GRADING OF TIIE PROPOSED SITE TO 13E LIMITED TO AREAS ADJACEti r IO THE P?,OPOSED GARAGE AND DRIVEWAY. 2. DISTURDED AR kS TO BE LO,"IED, SEEEDE.D, AND MVI.CLIED, 3, ALL TOPSOIL TO BF STOCKPILED oN STTE AND PROTECTED WITH AAYBAL'ES Olt SILT FENCE. 4. ALL CUT AND FILL SLOPES ARE NOTTO EXCEED 3:1 SLOPES, 3, PRIORTO SITE DISTU". ANCF, THE REPRESENTATIVE OF THE TOWNOF.%IONTVILLE SMALL BEN(Y1`I1:I D W1lFN SEDMIENT EUARE CONTROL ME. IN PLACE SO T1L-kT THE UNSPEC FIO`i CAN OCCUIL 6. TIIE CONTRACTOR WILL BE RESP O?ISIBLE FOR THE INSTALLATION AND ti tI`ITE`IApNCL OF ALL REQUIRED 3f I)I L -N r CONTROL MEASUPESTHROUMHOUT CONS TRLC TION. 7. DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH N.,VMR A,NDIFNECESSARYTHEAPPLICATIOYOFCALCIUEICHLORIDE. E%lPORARY Vi_GETNFI t C COVER: MULCHES APPLICMIONRAT9 NOTES PER L000 S,F. STRAI HAY IMO lbs, FREE FROM WEEDS AND COAR$EM,irrER WOOD CATHS 185-213 (bs. FRED OF COARSE rSIXI TER AIR DRIED. TREAT t'/ITil PL.A1-1rI tGSC.IIEDULE: 121I:sNNITROGENiTON SEEDING DATES: APRIL I ------ JUNE 15 AUGUST i, •-.,,, SEP TEAM I$ Sum) bJL' rURF: -1ZO RED I;ESCUF: 45%Y-VNTUCKY 0LUE GRASS 101%PERENNLALAYE FILTER ANGLE 10' UP SLOPE puss FOIL >i AIIILC> Y AP1ll SrUC EANING ti COh1PAC'tc!) SILT rEmEz Nt3"1' TG SCALE Iwo 500 0 low mals— ---�. GRrtFFt((:S�'ACR Is' F1E13' OWNEWAPPLICAN`I': ROBERT G. NIONrGOMc1iY, Er AL 65 xrrEMAUG ROAD UICASVILLE, CT 116382 I`i0'FI S: 1.'17HIS SURVEY HAS BEEN PRLPARFL) PI1WSL5 ANT TG TRE REG UAT IONS Or CONNE OCUT sTATEAGENCIES S>CrIONS� 20-300b-IrIIROUGII 0-300b-20 ANDTHE FOR SURVFYS AND NtAPS (N'rIIC.9'rivrE OF CORi Gr—G 'ICUT" AS ADOPTED !3Y THE CONNEC;:TICLIT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTERIBER?6, 1996. IT IS A PROPERTY SURVEY MSED ON A RESURVEY AND CONFORMS TO 11ORIZON"rAL ACCURACY CLASS A-2, 2. FOR SUHIEC r PItOPER'I'Y 'FPI{RENCE IS itIAUE'r0'ftIE TOWN- OF tIO NTVILLE LAI41) RECORDS VOLUME 567 - PAGE 407, 3. TOTAL AREA OF PROPERTY - 22.069 SQUARE FEETi (0.51 ACRESI). 4, THE PROPERTY W SHOIV I ON THE TONS OF NlONT4ILLY 1S5ESSORS MAp 83 .LOT 26. 5. TOPOGRAPHIC INFORMATION SHOWN COMPLIES Wif H T•: MAPPINQ STANDARDS, BASE FOR LEVELS. NAND, 1938. 6. A FORT ON OF THE PROPERTY IS LOCATED WITHIN THE LINIJIS. OFTHE 100-YEM FLOOD ZON&AB (CLEVATIOIK 12-6) AS SHOWN ON "l IRNI NLAP - TOWN Or 'BION rVILLE, CONNECT CUT, NEW LONDON COUNTY. ALL JURISTII3ICHONS, PANEL 353 OF 35:1, .t,tP NO. G'30I IC03530, EFFECTIVE JULY 13, 2011, 9, TIH3PROPERTY IS LOCATED IN ZONING DISTRICT K-20, S. HEPROPERTY 13SERVICED BY]PUBLIC SEATRANDAONSITE WELL. MAP RtF_ERENEHS: 1 IhLPROVEALLwr LOCATION PLAN PREPARED FOR BRENT ALl HO1VIr;0 PROPOSED ILOUSC; 67 KITENIAUG ROAD, MOhITVILLF, COMIECrICUT, SCALE,.I?A1& NOV, 26, 2912, REV. TO VI 3113, Pk PAIEDBY ROH HELSTROM LAND SURVEYING, LLC: 2. PLAN OF BUILDING LOTS ON MASSME AU FAR ( OWNED BY F.W. OF'OWNINO, SCALE: I'=100 T., DATE: 1910, BY C.E. (ffiNDLkR & S.B. eWIER, ENGKS, 3: PLAN OF SHORE LOTS HAUGHTON COVE TER RAC1, MO},\TVILI,E, C'ONi.`.;.FOR Srtl L3 E3Y F.E. WILBUR REALTY CO., SCALE: 1-50F]", DAT ; AUGUST 191I.IIY CHANDLER & PALLIER, Li'GR.'S.