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Home My WebLink AboutPlanL7, Z-:, 9 e5 7 tA a 2� A, Ri X L. cl Its 4V 7- 4 A W ITN �E bY 7k_TT�T_T,:,- BONEDP—An T �4 pl),kinAo ,n A/ r- 1. SIDEWALK WAIVER REQUESTED L -CDT 4 F Lc -)-r Z. CON11%=ICUTT GRID SYSTEM WAIVER REEQUESITE'D 3. ALL LOTS RE -QUIRE ENGINEM DESIGlN=;) SEPTIC SYSTEMS 4. COU!'TTOUR IN=VAL IS 5 FEET BY TAVITRPOLATION, TAKEN FROM YaL-L-ow T--±)p_0vjrl 5A"C�%-e L-c%a-rA USES QUADRANGLE lfUN(Z�k`VILLE" - bi 5. WATER SUPPLY BY N�E�l W,= -,S E: C> P-1 r�� 1�� 4�A, NJ G F -L> I f -J S A 1\4 i::� 6. LOT NUINMER APPROVED BY ASSESSORS OFFICE 7-3-86 tz_ Av a— L_ I= I iz- (F(a-m) 7. 'TOTAL AREA OF SUBD!VIS_l'0.N = 673,391 SQUARE FEET r-- t> c., a C, (.0, , L a r > 6 e C4D 5 " 0 ev I C> s ?�Jr N1 o rr I t -J (:v 8- THE AREA FROM THE EASTUC:Z PROPERTY LINE (ADJACENT TO KITEMAUG N 0 G (Z) 0 N 9 W ( 7 f ROAD) To THE CEMERLT-NE OF THE PAVED TRAVELLED WAY SHALL BE THI TH 5 TRANSFERRED TO THE TOM FOR. ROAD IMP.ROVEMENT PVARW-SES I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE i�— I a' 7 -c -T-1. PREPARED IN ACCORDANCE WITH THE STANDARDS OFSA �,l r�> A CLASS A - 2SURVEY AS DEFINED IN THE CODE OF GEE,..( mc --z> . F:,It-JF- S N" 40", PRACTICE FOR STANDARDS Of ACCURACY OF SURVEYS AND MAPS, ADOPTED DECEN48ER 10, 1975 ASA, v e. AMENDED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC., AND IS SUBSTANTIALLYNO 0UNl?WArr--k CORRECT TO THE BEST OF My WLEDGE AND Lr-_c>6e 0 q,2 BELIEF. PeDssI-R-Lr-z fE!A-re N(F-LA-0�'i OF -OWN 5,A " r> `l Lop -1 C a) 010" N O C MrJT A4 vT NO 5r0VNPWArE& 0 2ATE 3.4 0 4 _T_ H to ,I \0 --( E L_ L o w j -_5,p_0 W 1-4 I= I rj E V_ E i A44 P L PRIVF)JAY 17• TO -7 1-0 '� Tj 0 ry t>GE. e -74"' r,/j ID c_ -T Mc> T-rL- I N � (p 0 f::E-P-C- _P_AT6_ 'vjEASV-Z-_6T_> ell \>1 T-01 16 c) L) L T> E. v _> s 7��. Sr NO CR0()NP4ovA'rlFP_ L lid rb V) . . . . . . lftE•xx r4,A 714 7 LL L wA4 F_2-> ;�_7 0 vQ JZ) r-,) E de Aa - "A G F_ _ Yr - C6 -;Z;7 ti\ lz-) A K) t> Y L Z7' Provide- L TH X V- LeDGE e 5Z NJ 0 rr L, I �j c, - t 1646 No 6R0UNpwqTc- P, Af 6k0UA)!>WArek AT 5'0 APPROVED BY: N THE FIRST SELECTMANWE LE DA y L (f jVTHE CHAIRMAN OF THE WT77'. 0 DATE N „,4 ofi� �, ZONING N G & PLANNING THE MONTVILLE COMMISSION D A T E - ------ DATE OF COM PLETION OF ALL WORK 4— ,�Lz IVA/v Z7- SIDEWALK WAIVER GRANTED BY MONTV IT kjLE ZONING & PLANNING COMMISSION 5c S'_51VE SCILAQ-1 EtjCy ar SEGr_ W rq !Q _ k WAvs <=c, r,,) LAW OF:7 -14 T> LA p,.l Iia L -o �p> ryi e r,� --s T -H *4 4 4 ETE3,qC L 7- 7 SITE D.Yf;,, TABLE - R-40 ZONE REQU= PROVIDED I -MAX .1-5 LINK MIN I;J-T __Tl 40,0(30 SF MIN 172 3) p,M4 Lc,7 r�, - 1984(Lai Lc 150 FIT 150 FT (Lot 3) 1�4IN F F O Yr ,F�17r 7, I L-� 1 T - cl 0 FT 5 0 FT I=N SIDi 15 FT 15 ET TOTAL WIDT-11 STDE Y -'s 30 FT3 0 FT rfAR YARD DEPTH 50 7111 50 FT !A X 30 FT UNK AliCH"R WITH TWC __1 2% 3'- �)" S T A K. E S ALL HAY 8 COMPACT THE EXCAVATED SOIL= AE:)3E LOOSE MAY OR ALES BACKFILL' STRAW BETWEEN BALES SHALL BE EACH BALE I /AS SHOWN ON THE UPHILL SIDE OF THE BARRIER TO CREATE A CONTtNUOUS WIRE -13OUND OR VBARRIER TO PREVENT PIPING STRING TIED Nt TH k FLOv" + 0 cl EXCAVATE A TRENCH 4". BEEP AND THE WIDTH OF THEBALE IN Q I PLAN 5 51 DLF:: S E C "r I ON 3 1� v K I VE vi kri 'RRIEV, 5, LOCA FoN Ht?,Y GALE B,14 ,,4oT TO SCALE TA 9 IL k 46W :7F asp .......... 4 QII 1 7f5l N,� P/10 5 8f°2.7 ll I 3o ,;` U 0/1 7— DATEI SCALE - cl 3 u r v e y c r s - engineers 152 Route 163 PO. Box 1134 Uncosville, Connecticut I INDUSTRIAL NETTING, SNOW FENCE OR WOVEN WIRE FENCE FOR SUPPORT 2" X 2" X 4B" WO jV 7 J j N z t 7 7 IJ V_ TA A /*I V U P rH L 'A '1A S E DI M E N T FENCE 1q, DETAIL IV _4 Z7 'T J, ............. :7 NEW IN& IT -(TYPI aLE C Pt L 4v r r4 WA Y .ffi, > FE i E Nr j 01 G Z4 %� .4 A V! ETA I ki �NT TRAC P F, 7 -h W4 7VWI_� Ar. V11 fi 5,30 % L F Y 1- 1 r 4 FF C I< I& rp P5 el lit idk .00 t V UA LocA rvw ;terLL r, 9 A1 IV, 7�15 Z 0 7- eP U Certified by the"lontville Zoning and Planning Comte fission 17- vow - 4 ci—r 17—SecrCt7a -Y of Comm i s s i o n Date ti� A f Y ---oft 1`4 15 0 iZ EP MSN �t:40AI Z 4 0 I -of t_ _ __. PO PO E ON L1 F R �iLL UrHEP iffi-JRMATION 1��H EE Xr. i,2 .'..'<x. n<.. a S -0 -IL EROSION AND SEDIMENT CONTROL NARRATIVE DEVELOPMENT This proposal involves a 3 lot subdivision for single family residence developments. Development on each of the lots involves construction of a driveway, house constuction,, well and subsurface sewage disposal system installations. The driveways shown on this plan are possible locations. It is the intent of this plan to provide driveways at less than 10% slope and provide sediment and erosion controls. At the development stage, a different location may be chosen however, the intent must be consistent with this plan. SCHEDULE Work is anticipated to commence upon subdivision approval and upon issuance of individual building permits for the lots. The time for each lot development is approximately 2-3 months. f"'ONSTRUCTTON SEQUENCE, 1. Prior to any excavations, an anti -tracking pad and sediment fence will be installed and maintained at locations downhill of cuts and fills. 2. New driveway areas. will be cleared, grubbed, graded (cut or filled as required). Driveway slopes are not to exceed 10% grade. All side slopes shall be no steeper than 2:1. All slope areas are to be loamed(4" minimum) seeded with grass in accordance with seeding dates (below) and mulched with hay or straw at a rate of 701bs/1000 SF. SEEDTNG RATES: Between April 15 & September 15 all disturbed areas shall m iiilediately graded and seeded 1-c) promote stabilization of slopc,s. L Seeding shall be clone in accordance I with the following seeding and slope stabilization directives: A. Fine grade seed bed together with limestone at a rate of go lbs. per 1000 S.F. and 10-10-10 fertilizer at a rate of 7.5 lbs. per 1000 S.F. B. Apply the following seed mixture: 45% Kentucky Blue grass, 45% creeping red fescue and 10% perennial ryegrass at a rate of I lb. per 1000 S.F. C Immediately upon seeding, mulch the area with hay or straw at a rate of 1 — 2 bales per 1000 S.F. D. Use winter rye between August 15 & October I at 3 lbs. per 1000 S.F. 3. Prior to house and septic system installation sediment fence will be installed and maintained downhill of area to be cleared. New house location and septic system areas will be cleared9grubbed and prepared as required. Building construction, septic system installation and well installation will be completed and grading and seeding will be accomplished as indicated in #2 (above). -4. After all slopes have been permanently stabilized, sediment and anti -tracking ,Pad shall be removed. 5. The individual owner of each lot at the time of issuance of the building permit will be responsible for the installation and maintenance of all sediment and erosion control dey-ices and procf-dures. 4, ON SOILS IDENTIFICATI A" 3 j CrC Charlton -Hollis fine sandy loams very rocky, 3 to 15 percent sl p s This gently sloping to sloping complex consists 1sts of somewhat excessively drained and well drained soils on glacial till uplands. Rock outcropL cover up to 10 percent of the surface. Stones and builders cover I to 8 percent of the surface. Mapped areas are dominantly i rregular in shape and mostly 2 to 60 acres. Typically, the Charlton soil has a very dark grayish brown, fine sandy loam surface layer 3 inches thick. The subsoil is dark yellowish brown, yellowish brown, and light olive brown fine sandy loam 26 D inches thic, The substratum is grayish Irownfine sandy loam to depth of 60 inches or more s Typically, the Hollis soil has a very dark brown, fine sandy loam surface layer 2 inches thick. The subsoil is dark drown and dark yellowish brown fine sandy loam 15 inches t h i c k . Hard, unweathered bedrock is at a depth - L of 17 inches. - jj ErC - Hollis -Charlton -Rock outcrop complex, 3 to 15 percent slopes. Thais gently sloping to sloping complex consists of somewhat excessively drained and well drained soils and Rock outcrop on glacial till uplands. Stones and boulders cover 1 to 8 percent of the surface., Mapped areas are irregular in shape and mostly 2 to 45 acres. P Typically, the Hollis soil has a very diark brown, fine sandy loam surface layer 2 inches thick. The subsoil is dark brown and dark yellowish brown fine sandy loam 15 inches thick. Hardunweathered bedrock is at a depth of 17 inches. , Typically, the Charlton soil has a very dark grayish brown f i loam surface I ayer 3 inches thick. The subsoil is dark ene sandy llowish brown.. Ye i ' I Dwish brown, and light ol ive brown fine sandy loam 26 yinches thick. The substratum is grayish brown fine sandy loam to a depth of 60 inches or Tore. '10 111 s-Charl ton. -Rock outcrop complex, 15 to 45 'Percent slopes This -oderately steep to very steep complex consists of somewhat excessive - drained and well drained soils and Rock outcrop on glacial till uplands Stones and boulders cover 1 to 8percent of the suface. 1,1'apped areas are irregular in shape and mostly 2 to 45 acres,r Typically, the Hollis soil has a very dark brown fine sandy loam sur f ace layer 2 inches thick. The subsoil is dark brown and dark yellowish brown fine sandy loam 15 inches thick. Hard, unweathered bedrock is at a depth of 17 inches. Typically, the Charlton soil has a very (lark grayish brown, fine sandy loam surface layer 3 inches thick. The subsoil is dark yellowish brown, yellowish brown,,and light olive brown fine sandy loam 26 inches thick. The substratum is grayish brown fine sandy loam to a depth of 60 inches or more ReY 15 EV 8 - 7- R6 SHEET 2 O 2 CL IF AN t: Ko 10 bA Y: 19A 6 V1 5/0,A/ WICZ-/4,vi' XA' "E'.0e, 441C 45 V111r,` L.- 11;?I/V it'll e r_ r Y S C A L E K I N G M U L E IN a SCHUCH P. C. Surveyors rag I n e e r s 152 Route 163 C. Box 134 Unc.asville, Connecticut