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HomeMy WebLinkAboutSubdivision Planc- \ LIN r / 03 PROPOSEb-ST RE p ( uow//. uu n w WELL LOCATION 658 771 660 65 opo LOT\ #4,7/9 024 CONSTRUCT AND MAINTAIN CONSTRUCTION ENTRANCE TYPICAI.4 SEE DETAIL) PROPOSED SIGN LOCATION 11A SEE D clq 00 10 160 z 0\ d06 600. 490 cl 00 PROPOSED WELL LOCATION SEDLOT516-000 PROVIDE AND MAINTAIN A CONTINLIOUS LINE 6F SILT FENCE OR HAY114LES THROUGHOUT A CONSTRUCTION (lYPICAL, SEE DETAIL) x \0 0 tll6cl PROPOSED STOCKPILE AREA 14 SEE 'DETAIL) 602 604 601 603 QUALITY CONTROL CERTIFICATION GROUP REVIIEWED DATE PRGJECT MANAGER SURVEY ENVIRONMENTAL IL ARCHt TECT URAL FILE 34641-J NOT SEE SHEET 3 FOR SURVEY NOTES AND CERTIFICATIONS LEGEN e+ UTILITY POLE D-1ROCK TEST HOLE EXISTING TREE UNE PROPOSED L|V|TS OF CLEARING I-8U/LD|N ETBA{}K LINE 500-- EXISTING CONTOURS PROPOSED CONTOURS EXISTING STONE WALL EXISTING FENCE PROPOSED SILT FENCE PROPOSED FOOTING DRAIN INLAND WETLANDS 40 2o o 40 GRAPHIC SCALE IN FEET 00 00 00 bp TESTHOLE I cd Z3 00 Q- 0 00 ED w 14 C) 1 loj l00Dom o 8 NO LEDOE, NO WATER' POSSIBLE MOTTLING @ 35" D Lijj0.0 0-0 C, 0m i i O''-3" TOPSOIL J"-23^ BROWN SANDY LOAM 23~-101~ MED COMPACT SILTY SAND GREY TESTHOLE 0 Z3 BY UN{AS HEALTH DISTRICT 11 Q- 0 ED 6"-26" BROWN SANDY LOAM 25"-88" MED COMPACT GREY SAND W/ TRACE OF GRAVEL NO LEDOE, NO WATER' POSSIBLE MOTTLING @ 35" D i i oU) O''-3" TOPSOIL J"-23^ BROWN SANDY LOAM 23~-101~ MED COMPACT SILTY SAND GREY NO LEDGE' NO WATER, NO MOTTLING O''-4" TOPSOIL 4"-25" BROWN SANDY LOAM 25^-44" LIGHT GREY SANDY SILT NO LEDGE, NO WATER, MOTTLING @ 44" 0^-4^ TOPSOIL 4^-28^ SANDY LOAM 28^-66" GREY MED COMP SAND W/ STONES 66^-85^ OLIVE GREY SILTY SAND NO LEOGE, NO WATER, NO MOTTLING PERCOLATION. ry 7 MINUTES/INCH MLS 28 x 2 x 1.2 = 68LF z Of Of Of BY UNCAS HEALTH DISTRICT 01/10/2033 O''-2" TOPSOIL 2"-J7^ SUBSOIL 37^-78^ GREY COMPACT SILTY SAND VV/ ROCKS NO LEDGE, V0ATER, NO MOTTLING O^-1" TOPSOIL 1^-,32^ BROWN SANDY LOAM 32^-Q1" GREY COMPACT SILTY SAND W/ ROCKS NO LEDGE` WATER, NO MOTTLING 0^-2^ TOPSOIL 2"-28" BROWN SANDY LOAM 29"-77° GREY COMPACT SILTY SAND YY/ ROCKS Lu z NO LEDGE, WATER, NO MOTTLING TH#66 DATE: 01/10/2003O^-1^ TOPSOIL 1^-31" BROWN SANDY LOAM SCALE: 1 40' 31^-82" GREY COMP/VCT SILTY SAND VV/ ROCKS NO LEDGE, WATER' NO MOTTLING PERCOLAMN 10.4 MINUTES/INCH SHEET MLSS 2` M 0"-2" TOPSOIL t f Yf 1 SANDY LOAM 31"-102" COMPACT GREY SILTY SAND W/ ROCKS NO LEDGE, NO MATER, MOTTLING @ 31" THi#647 TH 651 d ROCKS 2"-37" BROWN a 37"--80" COMPACT GREY SILTY SAND W/ ROCKS NO LEDGE, NO WATER, NO MOTTLING jt t` EXISTING STONE WALL 0"-3" TOPSOIL ROCKS 3"--33" BROWN r FwLr 33"-112" COMPACT GREY SILTY SAND W/ ROCKS NO LEDGE, NO WATER, MOTTLING @ 33" r NO LEDGE, NO WATER, NO MOTTLING 3"-34" BROWN C 34"-84" COMPACT GREY SILTY SAND W/ ROCK. NO LEDGE, NO WATER, NO MOTTLING PERCOLATION RATE 6.9 MINUTES/INCH MLS NO LEDGE, NO WATER, NO MOTTLING 34 x 2 x 1.2 82LF v M 312---- _ _ 10 0 a C.? ai C) ioJ U r,Y• f / „'""' _! / 7 WLF t t -:-. -. .:. ... WWF 17 / t Ai f,. .. .ate . j ,, ,..' ,,, t S M Q'2 0 r 0 1C J SKEET 13 FOR ADDTONAL DRAT G E SEMENT GRADING j M W LOT 143.x"' 024 (SEE` SHEET 5 r 522 - sec - -__ s "- o i . -%` . ,53? SEt SIS u 13 F0 ;) XADDITIONALGRADING+ d LL - 526— 534— r. H J PROVIDE INLET PROTECTIO AT CATCH BASINS r E DETAIL 530 " N PROPOSED' O MO s 8 _- - ADDRESS SIC 5 8 pE C :.'~ `LOCATION EE S DETAIL) 0----.._ PROPOSED s C 54 532 , PROPOSED 18'-" DE ' : 40 p? , COMMON DRIVEWAY SEE SHEET 5 FOR EASEMENT DATA PROPOSED SIGN LO_CATI01 PROPOSED.,..SIGW LOCATION (STREET. NUMBER ONLY) _ -- — SSTRRE NUMBER ONLY} SEE DETAIL ; SEE DETAIL) CONSTRUCT AND MAINTAIN CONSTRUCTION ENTRANCE--• TYPICAL, sEE-DSL} `-'' J y, ` SQ6 T4- 50 53!3— R ) PR1M`C 647.- PROPOSED WELL LOCATION P , SED STOC LE AREA IISE ''E DETAIL)CIA o 1 )7A 550 f fn# /- 666 Til#p / I 654 `D , LOT 431 9 — 023 l m# / c 647A -# 1 0A I 657 W l TH# T`H# 649A 40 4 sa PROVIDE D MAINTAIN\CONTTN OUS \ \ LINE OF SILT.,FENCE OR'i-IAYB." 1 THR 4UT OIVSTRUC11 3N (SEE\4)ETAIL} J % a a W o i) QUALITY CONTROL CERTIFICATION# GROUP f EVII WVD DATE PROJECT MANAGER e -2 Y O SURVEY Ali ENVIRONMENTAL CIVIL STRUCTURAL ARCHITECTURAL 1` LOT .43,19-021 TESTHOLE DATA BY UNCAS HEALTH DISTRICT 12/27/2002 TH 646 z 0"-2" TOPSOIL ROCKS 2"-31" BROWN SANDY LOAM 31"-102" COMPACT GREY SILTY SAND W/ ROCKS NO LEDGE, NO MATER, MOTTLING @ 31" THi#647 TH 651 0"-2" TOPSOIL ROCKS 2"-37" BROWN SANDY LOAM 37"--80" COMPACT GREY SILTY SAND W/ ROCKS NO LEDGE, NO WATER, NO MOTTLING TH 648 EXISTING STONE WALL 0"-3" TOPSOIL ROCKS 3"--33" BROWN SANDY LOAM 33"-112" COMPACT GREY SILTY SAND W/ ROCKS NO LEDGE, NO WATER, MOTTLING @ 33" TH 649 NO LEDGE, NO WATER, NO MOTTLING 0"-3" TOPSOIL ROCKS 3"-34" BROWN SANDY LOAM 34"-84" COMPACT GREY SILTY SAND W/ ROCK. NO LEDGE, NO WATER, NO MOTTLING PERCOLATION RATE 6.9 MINUTES/INCH MLS NO LEDGE, NO WATER, NO MOTTLING 34 x 2 x 1.2 82LF LOT X43/9---022 TESTHOLE DATA BY UNCAS HEALTH DISTRICT 12/27/2002 TH 650 z 0"-3" TOPSOIL & ROCKS UTILITY POLE 3"-40" BROWN SANDY LOAM ROCK 33"-84" COMPACT GREY SILTY SAND W/ ROCKS NO LEDGE, NO WATER, NO MOTTLING EXISTING TREE LINE TH 651 PROPOSED LIMITS OF CLEARING 0"-3" TOPSOIL & ROCKS BUILDING SETBACK LINE 3"-34" BROWN SANDY LOAM EXISTING CONTOURS 34"-102" COMPACT GREY SILTY SAND r'r/ ROCKS NO LEDGE, NO WATER, NO MOTTLIN\ EXISTING STONE WALL TH 652 EXISTING FENCE 0"---3" TOPSOIL & ROCKS PROPOSED SILT FENCE 3"-42" BROWN SANDY LOAM PROPOSED FOOTING DRAIN 42"-•-107" COMPACT GREY SILTY SAND W/ ROCKS NO LEDGE, NO WATER, NO MOTTLING TH 653 D 0"-4" TOPSOIL & ROCKS 4"-38" BROWN SANDY LOAM f) 38"-100" COMPACT GREY SILTY SAND W/ ROCKS NO LEDGE, NO WATER, NO MOTTLING 00 PERCOLATION RATE 6.9 MINUTES/INCH v M c c MLSS NOT REQUIRED DUE TO NO RESTRICTIVE LAYER NOT SEE SHEET 3 FOR SURVEY NOTES AND CERTIFICATIONS LOT J43/2 -m -i©23 TESTHOLE QATA BY UNCAS HEALTH DISTRICT 12/27/2002 TH 6 4 0"-3" TOPSOIL & ROCKS 3"-27" BROWN SANDY LOAM 27"-42" COMPACT GREY SILTY SAND W/ ROCKS LEDGE @ 42", NO WATER, NO MOTTLING TH 655 0"-4" TOPSOIL & ROCKS 4"-33" BROWN SANDY LOAM 33"-90" COMPACT GREY SILTY SAND W/ ROCKS NO LEDGE, NO WATER, NO MOTTLING TH 65 0"-2" TOPSOIL & ROCKS 2"-24" BROWN SANDY LOAM 24"-99" COMPACT GREY SILTY SAND W/ ROCKS NO LEDGE, NO WATER, NO MOTTLING TH 657 0"-l" TOPSOIL & ROCKS 1"-25"' BROWN SANDY LOAM LEDGE @ 25", NO WATER, NO MOTTLING BY UNCAS HEALTH DISTRICT 01/10/2003 TH 647A 0"-1 " TOPSOIL 1"-22" BROWN SANDY LOAM 22"-53" GREY COMPACT SILTY SAND LEDGE 0 53", NO WATER, NO MOTTLING TH 648A 0"-1 " TOPSOIL 1 "-25" BROWN SANDY LOAM 25"-102" GREY COMPACT SILTY SAND LEDGE 0 102", NO WATER, NO MOTTLING TH 649A 0"-1 " TOPSOIL 1 "-27" BROWN SANDY LOAM 27"-71 " GREY COMPACT SILTY SAND LEDGE @ 71 ", NO WATER, NO MOTTLING TH 650A 0"--1 " TOPSOIL 1"-34" BROWN SANDY LOAM 34"-50" GREY COMPACT SILTY SAND LEDGE @ 50", NO WATER, NO MOTTLING PERCOLATION RATE 10.4 MINUTES/INCH b LSS 18 x 2 x 1.5 = 54LF LEGEND z UTILITY POLE fi=+ ROCK TH#5Q{g TEST HOLE EXISTING TREE LINE PROPOSED LIMITS OF CLEARING r BUILDING SETBACK LINE 500-- EXISTING CONTOURS U PROPOSED CONTOURS V 00 EXISTING STONE WALL EXISTING FENCE PROPOSED SILT FENCE PROPOSED FOOTING DRAIN INLAND WETLANDS 40 20 0 4.0 GRAPHIC SCALE IN FEET SHEET OF 1 z f 0 0 r d 0 U V 00 a U5 i. Lijo z D x o U f) 40 0 0 00 a wZ v C7 c c d 00 0 a C.? ai C) a rA Won U to Lj g Vi ac 0 w Q Q'2 0 0 r 0 D r c j M W z r, V car SHEET OF 1 z f 0 Z,:, w i. Lijo z D x o U f) 0 0 a wZ 0 c c d 0- a 0 n a mu) w Lj g Vi ac 0 0 8 J 0 w o c j M W z r, car j d LL - SHEET OF 1 w LijooI-- F- w f) 0 0 C) c c 0 0- a a n a w w 0 0 0 8 o c 0 z r, car d LL - H 04 cw vi C\l CN c Or- w v o 0 o z CD ui z LIJ 3 x CL 0 C? ui w c c 0 0 o Lli DATE: 01/10/2003 SCALE: 1 " = 40' SHEET OF 1 QUALITY CONTROI GROUP F PROJECT MANAGER SURVEY ENVIRONMENTAL CrV€L STRUCTURAL ARCHITECTURAL FILE 34641-H I AREA MAP I LOT #434-0 17 TESTHOLE DATA BY UNCAS HEALTH DISTRICT 12/23/2002 TH 630 0"-12" TOPSOIL & ROCKS 12"---30" BROWN SANDY LOAM 30"-98" COMPACT GREY SILTY SAND W/ ROCKS NO LEDGE, WATER @ 37", MOTTLING @ 30" TH 631 0"-8" TOPSOIL & ROCKS 8"-35" BROWN SANDY LOAM 35"-75" GREY TO TAN SILTY SAND W/ TRACE OF GRAVEL NO LEDGE, WATER @ 39", MOTTLING @ 35" TH 632 0"-2" TOPSOIL & ROCKS 2"-39" BROWN SANDY LOAM 39"-64" COMPACT GREY SILTY SAND W/ ROCKS LEDGE 0 64", WATER @ 39", MOTTLING Q 39" TH 633 0"-4" TOPSOIL & ROCKS 4"-34" BROWN SANDY LOAM 34"-86" COMPACT GREY SILTY SAND W/ ROCKS NO LEDGE, WATER @ 40", MOTTLING @ 34" PERCOLATION RATE 13.9 MINUTES/INCH MLSS 28 x 2 x 1.5 = 84LF LOT .. J43a-0189_-018 TESTHOLE DATA BY UNCAS HEALTH DISTRICT 12/23/20102 TH 634 0"-12" TOPSOIL & ROCKS 12"-40" BROWN SANDY LOAM 40"-102" COMPACT GREY SILTY SAND W/ ROCKS NO LEDGE, WATER 0 20", MOTTLING 0 40" TH 635 zl 0"-7" TOPSOIL & ROCKS 7"--45" BROWN SANDY LOAM 45"--86" GREY TO TAN SILTY SAND W/ ROCKS NO LEDGE, WATER @ 28", MOTTLING @ 44" TH 636 r 0"-3" TOPSOIL & ROCKS 3"-27" BROWN SANDY LOAM 27"-64" COMPACT GREY SILTY SAND W/ ROCKS LEDGE 0 64", WATER 0 28", MOTTLING 0 54" TH 633 0"-3" TOPSOIL & ROCKS 3"--36" BROWN SANDY LOAM 36"-91" COMPACT GREY SILTY SAND W/ ROCKS NO LEDGE, WATER 0 19", MOTTLING 0 35" PERCOLATION RATE 10.4 MINUTES/INCH MLS 34 x 2 x 1.5 = 102LF LQT4 Z9--019 TESTHOLE DATA BY UNCAS HEALTH DISTRICT 12/23/2002 TH 638 0"-9" TOPSOIL & ROCKS 9"-48" BROWN SANDY LOAM W/ BOULDERS NO LEDGE, WATER @ 5", NO MOTTLING TH 6,39 0"-7" TOPSOIL & ROCKS 7"-39" BROWN SANDY LOAM 39"-87" GREY TO TAN SILTY SAND W/ ROCKS NO LEDGE, WATER @ 17", MOTTLING @ 39" TH 640 0"--7" TOPSOIL & ROCKS 7"-39" BROWN SANDY LOAM 39"-88" COMPACT GREY SILTY SAND W/ ROCKS NO LEDGE, WATER @ 20", MOTTLING 0 39" TH ` 641 0"-3" TOPSOIL & ROCKS 3"-39" BROWN SANDY LOAM 39"-95" COMPACT GREY SILTY SAND W/ ROCKS NO LEDGE, WATER @ 21 ", MOTTLING @ 39" BY U`NCAS HEALTH DISTRICT 12/23/2002 TH 635A 0"—l" TOPSOIL 1"-38" BROWN SANDY LOAM 38"-84" GREY COMPACT SILTY SAND NO LEDGE, WATER @ 24", MOTTLING @ 38" TH 636A 0"-2" TOPSOIL 2"-27" BROWN SANDY LOAM 27"-73" GREY COMPACT SILTY SAND NO LEDGE, WATER @ 22", MOTTLING 0 27" TH 637A 0"-4" TOPSOIL 4"-26" BROWN SANDY LOAM 26"--92" GREY COMPACT SILTY SAND LOT 143.9-020 TESTHOLE DATA BY UNCAS HEALTH DISTRICT 12/24/2002 TH 642 0"-2" TOPSOIL & ROCKS 2"-33" BROWN SANDY LOAM 33"-110" COMPACT GREY SILTY SAND W/ ROCKS NO LEDGE, WATER @ 101", NO MOTTLING TH , 643 0"-10" TOPSOIL & ROCKS 10"-37" BROWN SANDY LOAM 37"-101" WATER NO LEDGE, WATER @ 21", NO MOTTLING TH 644 0"-3" TOPSOIL & ROCKS 3"-24" BROWN SANDY LOAM 24"-107" COMPACT GREY SILTY SAND W/ ROCKS NO LEDGE, WATER 0 100", NO MOTTLING TH 645 0"-9" TOPSOIL & ROCKS 9"-20" BROWN SANDY LOAM 20"-101 " WATER NO LEDGE, WATER @ 20", NO MOTTLING BY UNCAS HEALTH DISTRICT 01/09/2003 TH `639A 0"-1 " TOPSOIL 1 "-32" BROWN SANDY LOAM 32"-92" GREY COMPACT SILTY SAND NO LEDGE, WATER 0 52", MOTTLING @ 36" TH 640A 0"-2" TOPSOIL 2"-27" BROWN SANDY LOAM 27"-93" GREY COMPACT SILTY SAND NO LEDGE, WATER @ 38", MOTTLING @ 27" TH 641A 0"-1 " TOPSOIL 1"-25" BROWN SANDY LOAM 88" GREY COMPACT SILTY SAND EDGE, WATER 0 70", NO MOTTLING 42A TOPSOIL 8" BROWN SANDY LOAM 106" GREY COMPACT SILTY SAND EDGE, WATER @ 34", NO MOTTLING SLL 5HLL 1 6 F Uf- ;UKVEY NU I ES AND CERTIFICATIONS OLATION._ RATE AINUTES/INCH 2 x 1.2 = 68LF 1EGEND zl UTILITY POLE r ROCK TH#500 TEST HOLE EXISTING TREE LINE r PROPOSED LIMITS OF CLEARING BUILDING SETBACK LINE 500-- EXISTING CONTOURS y--{500 PROPOSED CONTOURS EXISTING STONE WALL x EXISTING FENCE PROPOSED SILT FENCE OPOSED FOOTING DRAIN 6 INLAND WETLANDS 40 20 0 40 GRAPHIC SCALE IN FEEL' SHEET 8 OF 15 zl J ria 1 Tr 0 00 C F-+ opo Q U 00 00 0 w to N af c) F- IfU z ra 0 f Z 0>...wCL Q 00 W C:) pa °0 N z z W o c 5 0 m cx CC ct w w w w 0 Lli tolo ri Lli 11- LLI co ci x O m va w Q Q t 0 0 w Q00 Q CD 1 IL ca 0 a0 Z.N 4 N 1 Q< Q 00 s st u() U ko SHEET 8 OF 15 zl J ria 1 Tr 0 Z C V Q Z n M D af c) F- IfU z ra 0 Q w Z 0>...wCL W C:) q a w z z W o c 5 0 m cx 0 ct w w w w 0 Lli z ri Lli 11- LLI co ci x O m va w Q Q t 0 0 w 0 0 w E CD C o ca 0 Q Q N aqL() 00 s SHEET 8 OF 15 6 z N ria 1 Tr 41 z ra a Z W C:) q z 0 Iiz 0 z z W o O Q a cx ar ry ct w w w w aLu z Lli c- ri a 11- LLI co ci x O m va w Q Q t 0 z 0 0 w E CD C o ca 0 Q Q N aqL() 00 st u() L0 ko 0 O 0 Q SHEET 8 OF 15 6 z N ria 1 Tr 41 a C1 Q r a m ct 04 co aLu z Lli z co ci x O m va w Q Q t 0 z 0 0 w E DATE: 01/10/2003 SCALE: 1 " = 40' SHEET 8 OF 15 OU-AL11Y CONTROL CERTIFICATION oploup RM- EWED DATE PROJECT MANAGER SURVEY ENVIRONMENTAL CIVIL ' I - zzl STRUCTURAL ARCHITECTURAL WI #431 —026 TESTHOLE BY UNCAS HEALTH DISTRICT 12/23/2002 TH#62 n'l— 1 1 " TnP(ZOII A, P( rV(,- JIZZ-9-014 TESTHOLE.DATA BY UNCAS HEALTH DISTRICT 01/07/2003 TH#62 NOTE SEE SHEET 3 FOR SURVEY NOTES AND CERTIFICATIONS CLEARING 4E PROPOSED SILT FENCE PROPOSED FOOTING DRAIN INLAND WETLANDS 40 20 0 *0 GRAPHIC SCALE IN FEET fgf, lz 14 z CIA 0 EnL- o oc) I 8 0 lL 00 va) cu 5 Z m C) LIJ a- V) 00 0 0 wLL- Z 0? n V) z 0 0V) Z o U) Cr Y) z- uj 0 0 0 LQ LZLJ 0 0 Q - 0- Lij - cr L Lj fy D V) fy 41 j 7 bi o- LijCL w a- 51> o ff) W 0 V) Ldj0 , 2 0 0 0 C7 0 D C14 0 N 0 0 00 10 0 t v 1 DATE.- 01/10/2003 SCALE: 1 40' V SHEET 7 OF 15 z CIA 0 EnL- 8 0 lL Z m C) LIJ a- V) 0 LL_ 0 0 wLL- Z z 0 n V) z 0 0V) Z o U) Cr Y) z- uj 0 0 0 LQ LZLJ 0 0 Q - 0- Lij - cr L Lj fy D V) fy CL j Ld CL bi o- LijCL w a- o ff) W 0 V) 0 WLL- 0 0 j 0 atf D C14 0 N 0 0 SHEET 7 OF 15 CIA EnL- 0 lL c7 0 n V) u 0!: Z o U) LL! 0 Y) z- uj 0 0 f:2 z LLL D C) LQ LZLJ 0 0 Q - 0- CD0 0 fy cr- fy 0 Ld CL bi o- LijCL w a- n ff) re) 0 0 WLL- 0 0 0 atf D C14 0 N 0 0 00 10 0 t v 1 DATE.- 01/10/2003 SCALE: 1 40' 0 C) 1 0 0 SHEET 7 OF 15 CIA EnL- 0 lL c7 n V) CD0 0 0 N C) 0 WLL- 0 atf 0 0 ft IL 1. 10 0 t v 1 DATE.- 01/10/2003 SCALE: 1 40' SHEET 7 OF 15 LOT #43/.9-016fi A AV TEMOLE, TP-STHOLE, BY UNCAS HEALTH DISTRICT 01 /07/2003 07/2003 BY UNCAS HEALTH DISTRICT 01/09/2003 ROADBYUNCASHEALTHDISTRICT01 TH-#61 u TH#61 TH,J'632 LEDGE 0 24 of' -w0"-2" TOPSOIL -2" TOPSOIL n,A P -t 2"-38" BROWN SANDY LOAM 2"'-39" BROWN SANDY LOAM TH#§-1-5 LEDGE 0 38", NO WATER, NO MOTTLING 39"-73" FINE TO MED SAND LEDGE @ 32' NO LEDGE, WATER 0 70", NO MOTTLING WLF T 461 TH#Ql #lm PROPOSED ADDRESS SIGN Oil TH J633 LEDGE @ 173" TOPSOIL LOCATION (SEE DETAIL) 3 24" BROWN SANDY LOAM 0"-1 TOPSOIL 24"-52" GREY MED TO FINE SAND 1 "-24" BROWN SANDY LOAM TH#617 PROVIDE AND MAINTAIN A CONTINUOUS LEDGE 0 VARYING DEPTHS 0"--52" 24"-89" FINE TO MED SAND LEDGE 0 12 LINE OF SILT FENCE OR HAYBALES THROUGHOUT CONSTRUCTION (SEE DETAILNOWATER, NO MOTTLING NO LEDGE, WATER @ 62", NO MOTTLING PROPOSED- lW -WIDE- COMMON L DRIVEWAY EXISTING 1Z*—DRWtWAY- TO EXPANDED 54 PROPOSED SIGN LocknON EXISTING EASEMENT (STREET NUMB E ONLY) Of, WAYANDRIGT ASEE DETAIL) SEE S EET 3) syr j 4--ati45. yam",— PROPOSED DRIVE TO LOT DRIVEWAY f 546 A13ANDONED ED 1PROPOSEDON PROPOSED rOCKPILE AREA81vPOS ( SEE DlErAIL i loo9LCTRICALSIG TRAkSFQRgER.-,- (STRrET"NUM 0540 N DRNS AYFMMO EE PROPOSED C, WELL LOCATION01 ir-A75 CONSTRUCT AND MAINTAIN CONSTRUCTION ENTRANCE SEE DETAIL) C, 0,-,- PROPOSED STOCKPILE AREk ZSEE -DETAILS POS 604C eel N 0 rH#---------- P'RbPOSIED LOCAP'now, 615 T #* 165 528 TH# 621 614 Z Ttl JjAxl 11.25' -- ------- -- 520cr TH# I--- ' 52r 617 l--- 1 z fooTI -67 -VIDE AND -MNN--TNN14 ---R TH* RAI C-ONT#41I.M! LINE OF SILT— V16 `FERE OR HAYBALES THROUGHOLIT 3DMAINTAINZ32A ROVCDE AN N k -CON Ntf0U9 QN"F--SU- FENCE OR CONSTRUMN--(TMCAL.--§EE DETAIL) T"HOUT CONSTRUCTION SM NETAIL)---- — 5 10 -- S-ED LIMITS OF DEI RING (lYPICAQ cr— — 516 512— 77 o0 70 wom T 7 THS 626A N\ LEGEN HTIl 17V POLE UAILITY- GROUP REVIEWED DATE rROJECT MANAGER SURVEY ENVIRONMENTAL CIVIL STRUCTURAL ARCHITECTURAL F:T I 1= lAkAl -1Z rid ROCK TH#5oo TEST HOLE EXISTING TREE LINE PROPOSED LIMITS OF CLEARING NOTE BUILDING SETBACK LINE SEE SHEET 3 FOR SURVEY NOTES AND CERTIFICATIONS --500-- EXISTING CONTOURS PROPOSED CONTOURS EXISTING STONE WALL X EXISTING FENCE PROPOSED SILT FENCE el,. PROPOSED FOOTING DRAIN INLAND WETLANDS 40 20 0 40 GRAPHIC SCALE IN FEET SHEET z 0 00 r- 7 z o Z- 1 e V) z 0 0 n Lu CLLu z m 0 u -j a_ z LJ V) p LIJ V) r4l) 8 u- z 0 00 00 N - 0- IK z 0 0 o 00 CL U -i 0 J 0 UJI 410 Q - uJ going 1 D to JE Z 0 F wo Z 0 0 V) r W 0 0 SHEET z 0 Z 0 0 z o Z- 1 e V) z 0 0 n Lu CLLu z m 0 u -j a_ z LJ V) p LIJ V) r4l) 8 u- z 0 0Aor N - 0- IK z 0 0 o CL U -i 0 J 0 UJI Q - uJ D j Z 0 F wo Z V) r W 0 SHEET V) Z 0 0 z o Z- 1 V) z 0 Lu CLLu cr., uj CL M Ill L 0 u -j a_ LIJ ro r4l) 8 C) Z W 0 0 uj ui CL fn cn w n Q 0Li ud a: L u o 1 -` uj j DATE: 01/10/2003 SCALE: 1 40' SHEET QUALITY CONTROL CERTIFICATION GROUP REVIEWED DATE PROJECT MANAGER U) F - z LJ SURVEY ENVIRONMENTAL CIVIL r STRUCTURAL 0 ARCHITECTURAL FILE 34641-E w S45'20"34"W CENTERLINE OF COMMON 93.21' DRIVEWAY IS CENTERLINE OF EXISTING EASEMENT EXISTING 25' RIGHT OF WAY AND EASEMENT 5 1 PROPOSED SIGN LOCATION 46.34' " WS69* 16 STREET NUMBER ONLY) SEE DETAIL) N LOT #4319-016 156 FORSYTH ROAD S65*09'00-F 102.38' LS34'45'31"W 50.87' (TOTAL) ........... S45'20'34V IN 4.71 4'58"E 56.79' 44.85' CENTERLINE OF 30' WIDE EASEMENT FOR COMMON DRIVEWAYS ----------- LOT #4319-015 154 FORSYTH ROAD COMMON DRIVEWAY #1 INLA INLAND WETLANDS INLAND WETLANDS LOT #4319-024 12 ALLISON'S WAY PROPOSED SIGN LOCATION STREET NUMBER ONLY) SEE DETAIL) 36.86' LOT X35/6 -D00 16 ALLISON'S' WAY A7-4 . kA $ CENTERLINE OF 30' WIDE EASEMENT FOR COMMON DRIVEWAYS PROPOSED SIGN LOCATION N68`35'47"E (STREET NUMBER ONLY) 49.31 (SEE DETAIL) LOT #43,9--023 8 ALLISON'S WAY CENTERLINE OF 30' WIDE EASEMENT FOR COMMON DRIVEWAYS S 1 r36"09"E 37.57" LOT #35/7--000 14 ALLISON'S WAY PROPOSED SIGN LOCATION STREET NUMBER ONLY SEE DETAIL) COMMON DRIVEWAY #2 A 2'9 $6, LOT #4319-014 150 FORSYTH ROAD 100 50 0 100 GRAPHIC SCALE IN FEET LOT #4319--022 18 ALLISON'S WAY LOT #3518-000 6 ALLISON'S WAY 39' SIGN LOCATION SEE DETAIL) LOT #4319-021 20 ALLISON'S WAY 100 50 0 100 GRAPHIC SCALE IN FEET LOT #4319-024 12 AWSON'S WAY DRAINAGE EASEMENT 22.09 LOT W/9-024 AREA 157+ SF N86*25*23"Wto 12.04' L LINE r i7i 7LSW04'42"W 0 20.31' ui DRAINAGE EASEMENT LOT #43/9-023 AREA 3,811 t SF A N33*47'08"W 11,86' zs-,. 5. S76*02'32"W 26.41 I ND\ 14LANN D, WETLANDS coLOTJ4319-023 8 ALLISON'S WAY - S76!02'32"W N56*39'25" 28.05' 2 . 8' N12'18 4_ 1.78' X N53*49'40"E DRAINAGE EASEMENT 24.72` AREA 685* SF S36* 10'20"E 30.85' 28. LOT #4319-019 9 ALLISON'S WAY SDRAINACrEEASEMENT 40 20 0 40 Fm --- mowmmmmmi GRAPHIC SCALE IN FEET NO SEE SHEET 3 FOR SURVEY NOTES AND CERTIFICATIONS N60*37'03"E 24.13' ZoL .17A; SHEET 5 OF 15 00 U) F - z LJ 0 Z r 0 00 rA 0 ZO F— 0 z U) coLd 00 0 u- U) LA- Z, F - z 0 u 00 Z 0 Ld C) a- 0 0 Lij Ld 1000 z -s W J L.Lj loin 0 U) tb w T: LLJ M Q r 0 0 ff) 0 0 0 N V) Ldi w -2764-, wo CL 00 ob 0 0 0 c WL- SHEET 5 OF 15 z U) F - z LJ 0 Z r 0 0 ZO F— 0 z U) coLd CL 0 u- U) LA- Z, F - z 0 0 0 0- a_ Z 0 Ld C) a- 0 0 Lij Ld a w W J L.Lj W -j j V) U) Z w T: LLJ z 0 r 0 0 ff) 0 0 j -5-i LLJ N V) 14 N CL 0 0 0 c WL- SHEET 5 OF 15 U) F - z LJ 0 ZO uj z 0 U) m 0 z Lj U) LLJ 0 Ld 0 0 0 0- a_ C) F- Ld ty- bi 0- a_, Lij fa Of tai CL w r 0 0 ff) 0 r) 0 N 0 14 N 0 0 0 c WL- 0 Cm T! w Ld N CN cn r) Ld c\j N 0 0 0 LLJ 0 LLi 7 z LII11 LL. 0 0 0 w LA r 0 0 0 Ww1 0- m r-) 0 Ll - DATE: 01/10/2003 SCALE: AS NOTED SHEET 5 OF 15 MATCH LINE SHEET 3617.05' TOWN LIKE MONUMENT FOUND Q 0 0 C) N/F DAVID L. SADA TOWN OF SALEM) z co O MONUMENT FOUND z DATE PROJECT MANAGER lD PAGE SURVEY J% o •ci0 (:) ENVIRONMENTAL 143T9= WLF CIVIL 0) N/F STRUCTURAL JULIUS ol439-018 MEYER /// INC TOWN OF SALEM) Ln lo- TOWN UNE MONUMENT FOUND IF IRON ROD FOUND S75'5'41 "W 102.72' QUALITY CONTROL CERTIFICATION GROUP REVIEWED DATE PROJECT MANAGER lD PAGE SURVEY S6 46"WS6 o •ci0 (:) ENVIRONMENTAL 143T9= WLF CIVIL 0) 4D STRUCTURAL AREA ol439-018 ARCHITECTURAL INC 2.12± ACRES 1— 143/9-0241 AREA — 38.09± ACRES 1,659,016t SF) COMMON DRIVEWAY EASEMENT SEE SHEET 5 FOR SURVEY DATA WLF WLF A ; # lE 4E 1 -N5r57 ArV "A 1_COWMON DRIVEWAY EASEMENT SEE SHEET 5 FOR SURVEY DATA N52 01 g 4 0 0 o 0- 0 WLF son* 388- 181 VOLUME lD PAGE WLF S6 46"WS6 o •ci0 (:) 9D 143T9= WLF U 0) 4D 143/9-0241 AREA — 38.09± ACRES 1,659,016t SF) COMMON DRIVEWAY EASEMENT SEE SHEET 5 FOR SURVEY DATA WLF WLF A ; # lE 4E 1 -N5r57 ArV "A 1_COWMON DRIVEWAY EASEMENT SEE SHEET 5 FOR SURVEY DATA N52 01 g 4 0 0 o 0- 0 N637+4 7 1%8. 0 14.51' S71 1 2'05"W 395.16' DRAINAGE EASEMENT SEE SHEET 5 FOR LASURVEYDATAy. 14379-019. p - lo191 OD AREA 1.30-± ACRES 589 3, 722± SF) MONUMENT TO 4.45p S29'01'25*W BE SET (TYP.) 75.00' IRON PIPE FOUND RADIAL) 3115t:44 9-04-0j -A tr 77-- 0AREA 2.9 6± ACRES 1281,936± SF) COMMON DRIVEWAY EASEMENTST 1111 -- 11 I 1CA son* 388- 181 VOLUME N/F PAGE A S6 46"WS6 o •ci0 (:) RTT 143T9= HOARD U 0) DEVELOPMENT Lo CA (o AREA ol439-018 rn INC 2.12± ACRES Ln lo- AREA = 1.28± ACRES S35'38'1 O"E 6919' 92,,236± SF) 55..9 1 0± SF) 88s,366± SF) TO THE TOWN OF MONrALLE FOR ROAD PURPOSES Ln AREA = 5.89± ACRES 00 cn N637+4 7 1%8. 0 14.51' S71 1 2'05"W 395.16' DRAINAGE EASEMENT SEE SHEET 5 FOR LASURVEYDATAy. 14379-019. p - lo191 OD AREA 1.30-± ACRES 589 3, 722± SF) MONUMENT TO 4.45p S29'01'25*W BE SET (TYP.) 75.00' IRON PIPE FOUND RADIAL) 3115t:44 9-04-0j -A tr 77-- 0AREA 2.9 6± ACRES 1281,936± SF) COMMON DRIVEWAY EASEMENTST 1111 -- 11 I 1CA Q1_11 VOLUME 20. PAGE SEE SHEET 5 FOR SURVEY DATA 1', 43 9—d22 304.5- 39 143T9= HOARD U AREA Lo CA (o AREA LIMITS OF INLAND WETLANDS 470) rO 2.12± ACRES Ln lo- 2.03-± ACRES 143-9-02M 92,,236± SF) 135ZB-003! 88s,366± SF) TO THE TOWN OF MONrALLE FOR ROAD PURPOSES Ln AREA = 5.89± ACRES 00 cn to ra 256,,585± SF) 5,300:k SF U4 LA_ DATE: 01/10/2003 IS Olt AREA = 1.84± ACRES F- kkoo M Z 0 80.,244± SF) 30 TYP. own 03 bo 0 0 106"W. N//F V) Lt_ u_ 0-0 0 S65 04 0) 13517=066 W LAo (A 4 AREA = 9.11± ACRES 396,723± SF) 135Z6-0001 AREA = 10.35-± ACRES 4501,894-± SF) iml. 1 286.40'---" S72* I 7'57"W IRON ROD WLF# 25H WLF WLF# 23H 27H S76*35'1 9*W 42.70' DRILL HOLE FOUND DRILL HOLE FOUND WLF# 20H WLF# 30H 87.30" 172.50' 74.90 70* 12'1 5"W 4.9211 S72037103"W S7_0r_2i 5_ ID TS S73*13:'28-W DRILL HOLE FOUND WL 16H DRILL HOLE FOUND NIF JULIUS MEYER //I DRILL HOLE FOUND 367.72' 573.21 '54"W S71'42'22' W 3.34' 207. 061 2 DRILL HOLES S6 -20154W FOUND 00 00 r'—LTI LA I IRON ROD rri FOUND DRILL HOLE FOUND rn co to zo 0° C4 Cn 4P IRON RODI Wrl FOUND cn iv 0 L4 DRILL HOLE FOUND co 35 / 8-000. AREA = 8.79± ACRES 382.,920± SF) 156.0$= DRILL HOLE (SET) ROD (SET) N/F JLILIUS MEYER IIl IRON PIPE FOUND o N/F RTT DEVELOPMENT INC N/F MARION B. BAKER i ,, NII ANGELO CALLIS & DARRELL G. SEEGER j*5 1 N/F RICHARD M. ARCHER NIF ROD DENNIS & MAJORIE GQND S-279*21'17"E DAVIS IRON PIPE FOUND DADYORKRNE 135/8-004-1 AREA = 1.86± ACRES to /F - CID 30 58 S26' 14'10 *E 25.0©' 100.0©' A-401. 629 TOTAL) 0, 81.,226± SF) S65.04,or,-w ..LONNIE1111 -- 11 I 1CALONNIEW. & SHERI L. VOLUME 00 PAGE SF SQUARE FEET 12 304.5- 39 D HOARD U to x Z 00 LIMITS OF INLAND WETLANDS 470) rO AREA TO BE DEEDED IRON PIN OR DRILL HOLE TO BE SET ui 11 0 0 135ZB-003! cr TO THE TOWN OF MONrALLE FOR ROAD PURPOSES 0 00 cn 0 0 I 5,300:k SF LA_ DATE: 01/10/2003 SCALE: 1 100 57AREA = 1.84± ACRES F- kkoo M Z 0 80.,244± SF) 30 TYP. own 03 bo 0 0 106"W. N//F V) Lt_ u_ 0-0 0 S65 04 CQ U) u7i oo 0581.66 C460)o V) X 0 j oLLJ - z D oni13578=0 81.,226± SF) S65.04,or,-w ..LONNIE1111 -- 11 I 1CALONNIEW. & SHERI L. VOLUME Z PAGE SF SQUARE FEET 12 304.5- 39 D HOARD 0 x Z WLF,#75 LIMITS OF INLAND WETLANDS 470) rO AREA TO BE DEEDED IRON PIN OR DRILL HOLE TO BE SET ui 11 0 0 135ZB-003! cr TO THE TOWN OF MONrALLE FOR ROAD PURPOSES 0 cn 0 0 I 5,300:k SF LA_ DATE: 01/10/2003 SCALE: 1 100 57AREA = 1.84± ACRES CD M Z 0 80.,244± SF) 30 TYP. 0 0 106"W. N//F V) Lt_ u_ S65 04 WILLIAM K. TO WNE, SR. z u7i z 0 0 0581.66 C460)o V) X 0 j oLLJ - z D oni13578=0 w LAi j 0 AREA 1.95 : ACRES N/F V) 0- z m 84s947'± Sr) 11 PETER OLSEN z Lili r- 0 0 wS65-04,06ow n- 550.96 450 0DAVID N/F C. & WANDA J. 135. 8--041 0 PALMER AREA = 1.97± ACRES 85o927± SF) p Q s6s4.5 50")N 413.58= N24!55'54*W f , f f f f f f f 413-01 E I` 79± 25.01' N/F 6S45 50 SANDRA LEE N/F RATHBUN z OAKDALE FIRE COMPANY, INC. AREA TO BE DEEDED TO Z0AKDALEFIRE 10,332± COMPANY, INC. SF Z 0 Lu 0 w ull z 0 w 0 ui z 3: 0 0 w a- ry w 0- n o- a_ to 0 0 r) 0 0 te) 0 0 ff) 00 t 00 tai C14 CZ 0 0 C) 0 N/F OAKEALE PLAZA LLC C 0 FT F— z l0am N/F NOW OR FORMERLY VOL VOLUME PG PAGE SF SQUARE FEET 12 PROPOSED ASSESSOR'S STREET ADDRESS 43:-9-024 PROPOSED ASSESSOR'S LOT NUMBER STONEWALL x FENCE WLF,#75 LIMITS OF INLAND WETLANDS z MONUMENT TO BE SET IRON PIN OR DRILL HOLE TO BE SET tQm SEE SHEET 3 FOR SURVEY NOTES AND CERTIFICATIONS 100 50 0 100 GRAPHIC SCALE IN FEET SHEET 4 OF 15 U) 21 U) CD 0 C14 0_1 0 ui z ui D 0 ry 11 0 0 CD U) 1-f 1 cr 0 cn 0 0 I u0 LA_ DATE: 01/10/2003 SCALE: 1 100 SHEET 4 OF 15 23,± M23~25'54/W | 25.45' TOWN LINE N mCNwwEwT FOUND m/ SY7 VIA WINAKOR TOWN OF SALEM) m/ v/ ' 7lA\/H7 L. SA LA TOWN OF SALEM) m/c v/ / JOSEPH V & MICHELLEE /8, A 4 T/J ''^ ^ '' '. . ~/ GEORGE A. ELIZABETH A. CHAMPLIN MONUMENT TO BE SET (TYPICAL WILLIAM H. JR MORRISON AR TO BE DEEDED TO THE TOWN OF MONTVtU_E FOR ROAD PURPOSES N/F DANIEL BOISVERT NIF i) 143/4-0 1 AREA 17.87± ACRES 778.,314± SF) TOWN LINE wowuwENT - FOUND EXISTING 25' RIGHT OF WAY IN F/A«3R OF DAVID L SALA 8 AND EXISTING 25' EASEMENT /N FAVOR OF THE CONNECTICUT LIGHT 8r POWER COMPANY u^ C) 100 50 0 GRAPHIC SCALE IN FEET 100 QUALITY CONTROL CERWICATION GROUP REVIEWED DATE PROJECT MANAGER RADIUS SURVEY CHORD ENMROTIMENTAL C1 CIVIL 44?/i7 236.10 STRUCTURAL 172.06 ARCHITECTURAL C2 r- DA NA L. MCCARTHY zc| COMMON DRIVEWAY EASEMENT, SEE SHEET 5 FOR SU RVEY DATA AREA m- 6.43± ACRES 280s 0 15± SF) MATCH' LINE LLIMIT INLAND LODS AS FLAGGED BY I COLE SIGNATURE DATE 617.05' SHEET MAP WMENCES 1j SUBDIVISION PLAN ZONING DISTRICT R40 PREPARED FOR RT7 INC.; FORSYTH ROAD & CHAPEL HILL ROAD; MONTVILLE, CONNECTICUT; CHANDLER, PALMER & KING; NORWICH, CT.; DATE: 11/8/98; SHEETS 1-4 OF 4 2J PLAN OF THE TOWN UNE BETWEEN NONTV!LLE AND SALEM; SCALE JOO F[ = 1 INCH, BY CHANDLER 8x PALMER; MARCH 1020. 3OF LANDS OF THE OAKDALE SHOPPING CENTER; DAVID ` OARL-O NER' CHAPEL HILL ROAD; WONTVLLE, CONN.; SCALE 1 |N.=40 FT.; OCTOBER - --- 1080; ROBERT L BUCHER, LAND SURVE(OR, NEW LUNDON, CONN. 4j PROPOSED DRIVEWAY RELOCATION & UTILITY PLAN PREPARED FOR RTT DEVELOPMENT. INC. 8c DAVID SALA, F0RS/TH ROAD; N0MTV1LL2, CONNECTICUT; CHANOLER, PALMER 8c KING; NORWICH, CT; DATE: 12/2/98; SCALE: 1^=40'; SHEET 1 OF 1 5j COMPILATION PLAN` WAP SHOWING EASEMENT AREA TO BE GRANTED TO THE CONNECTICUT LIGHT AND POWER COMPANY ACROSS THE PROPERTY OF RTY DEVELOPMENT, INC., FORSYTH R0AD, W0NTVILLE, CONNECTICUT, RLE NO. E-8248, BY CHANDLER, PALMER 8* K|NC, NORWICH, CT, SCALE 1^ = 100'' DATED DECEMBER 18, 1808. Gj CORRECTING BOUNDARY PLAN PREPARED FOR RTT DEVELOPMENT, INC., SHOWING SUB0V|s|0w LOT 8-006, 112 FORSYTH ROAD, M0NTNU^E, C0NNECTKCUT, BY CHANDLER, PALMER ac M|NQ. NORWICH, CT SCALE 1" - 40'' DATED NOVEMBER 21' 2000. OPEN REQUIRED -1.5%. OPE._SPACE 122.2 ACRES x .15 _- 18.33 ACRES OPEN SPACE REQUIRED 2ROVDDU FEE IN LIEU OF OPEN SPACE 1,562.905 SF / 160J000 CURVE DATA TABLE y CURVE LENGTH RADIUS DELTA CHORD DIRECTION C1 176.11 236.10 42'4-4'20" 172.06 S68*31'10"E C2 73.11 555.19 07-32'41 - 73.06 N86 -20'19"E NIF RTT NIF N/F C5 37.88 25.00 86'49'10" 34.36 S44*0543"W u_ SUSAN M. N/F MARC 00 DEVELOPMENT K°= ORLANDO CV C8 286.96 60.00 274*01'42" 81.82 N63*44'46"E C9 41.03 50-00 47*00'51 39-89 N,02'44'49"W C10 82.29 175-00 26'56'37" 81.54 N 1 246'56"W C11 51.37 60-00 49*03108" 49.81 N48*44'31 "W C13 70.00 60-00 66'50'42" 66.10 N185*36'04"E C14 25.59 60-00 24 37'28" 25.59 S48'39'52"E C15 92.68 236.10 22*29'26" 92.08 S78'3838"E C16 5981 60.00 57-06'44 57.36 SOT47'46"E 0 003 + zc| COMMON DRIVEWAY EASEMENT, SEE SHEET 5 FOR SU RVEY DATA AREA m- 6.43± ACRES 280s 0 15± SF) MATCH' LINE L LIMIT INLAND LODS AS FLAGGED BY I COLE SIGNATURE DATE 617.05' SHEET MAP WMENCES 1j SUBDIVISION PLAN ZONING DISTRICT R40 PREPARED FOR RT7 INC.; FORSYTH ROAD & CHAPEL HILL ROAD; MONTVILLE, CONNECTICUT; CHANDLER, PALMER & KING; NORWICH, CT.; DATE: 11/8/98; SHEETS 1-4 OF 4 2J PLAN OF THE TOWN UNE BETWEEN NONTV!LLE AND SALEM; SCALE JOO F[ = 1 INCH, BY CHANDLER 8x PALMER; MARCH 1020. 3OF LANDS OF THE OAKDALE SHOPPING CENTER; DAVID ` OARL-O NER' CHAPEL HILL ROAD; WONTVLLE, CONN.; SCALE 1 |N.=40 FT.; OCTOBER - --- 1080; ROBERT L BUCHER, LAND SURVE(OR, NEW LUNDON, CONN. 4j PROPOSED DRIVEWAY RELOCATION & UTILITY PLAN PREPARED FOR RTT DEVELOPMENT. INC. 8c DAVID SALA, F0RS/TH ROAD; N0MTV1LL2, CONNECTICUT; CHANOLER, PALMER 8c KING; NORWICH, CT; DATE: 12/2/98; SCALE: 1^=40'; SHEET 1 OF 1 5j COMPILATION PLAN` WAP SHOWING EASEMENT AREA TO BE GRANTED TO THE CONNECTICUT LIGHT AND POWER COMPANY ACROSS THE PROPERTY OF RTY DEVELOPMENT, INC., FORSYTH R0AD, W0NTVILLE, CONNECTICUT, RLE NO. E-8248, BY CHANDLER, PALMER 8* K|NC, NORWICH, CT, SCALE 1^ = 100'' DATED DECEMBER 18, 1808. Gj CORRECTING BOUNDARY PLAN PREPARED FOR RTT DEVELOPMENT, INC., SHOWING SUB0V|s|0w LOT 8-006, 112 FORSYTH ROAD, M0NTNU^E, C0NNECTKCUT, BY CHANDLER, PALMER ac M|NQ. NORWICH, CT SCALE 1" - 40'' DATED NOVEMBER 21' 2000. OPEN REQUIRED -1.5%. OPE._SPACE 122.2 ACRES x .15 _- 18.33 ACRES OPEN SPACE REQUIRED 2ROVDDU FEE IN LIEU OF OPEN SPACE 1,562.905 SF / 160J000 NIF MAXIMUM LOTS ALLOWED: y PROPOSED: 7 FRED & TRINA M. 3'762.895 SF / 40.[X}0 SF MHV' 94.07 MAXIMUM LOTS; ALLOWED: 94 PROPOSED: 12 SMOLEN 00. w00bo0000 INC NIF RTT NIF N/F ALAN DEVELOPMENT u~ RTT u_ SUSAN M. N/F MARC 00 DEVELOPMENT K°= ORLANDO CV ow INC Er Ix WATERS WLF N WLF WLF 0- SENUTA S18*55'19"E 22 66.18' IE PATRICIA COZZOLINO OD N3 WLF 117 Jr- JEFFREY ALAN MARK S. AREA 0 TIERNEY zc| COMMON DRIVEWAY EASEMENT, SEE SHEET 5 FOR SURVEY DATA AREA m- 6.43± ACRES 280s 0 15± SF) MATCH' LINE LLIMIT INLAND LODS AS FLAGGED BY I COLE SIGNATURE DATE 617.05' SHEET MAP WMENCES 1j SUBDIVISION PLAN ZONING DISTRICT R40 PREPARED FOR RT7 INC.; FORSYTH ROAD & CHAPEL HILL ROAD; MONTVILLE, CONNECTICUT; CHANDLER, PALMER & KING; NORWICH, CT.; DATE: 11/8/98; SHEETS 1-4 OF 4 2J PLAN OF THE TOWN UNE BETWEEN NONTV!LLE AND SALEM; SCALE JOO F[ = 1 INCH, BY CHANDLER 8x PALMER; MARCH 1020. 3OF LANDS OF THE OAKDALE SHOPPING CENTER; DAVID ` OARL-O NER' CHAPEL HILL ROAD; WONTVLLE, CONN.; SCALE 1 |N.=40 FT.; OCTOBER - --- 1080; ROBERT L BUCHER, LAND SURVE(OR, NEW LUNDON, CONN. 4j PROPOSED DRIVEWAY RELOCATION & UTILITY PLAN PREPARED FOR RTT DEVELOPMENT. INC. 8c DAVID SALA, F0RS/TH ROAD; N0MTV1LL2, CONNECTICUT; CHANOLER, PALMER 8c KING; NORWICH, CT; DATE: 12/2/98; SCALE: 1^=40'; SHEET 1 OF 1 5j COMPILATION PLAN` WAP SHOWING EASEMENT AREA TO BE GRANTED TO THE CONNECTICUT LIGHT AND POWER COMPANY ACROSS THE PROPERTY OF RTY DEVELOPMENT, INC., FORSYTH R0AD, W0NTVILLE, CONNECTICUT, RLE NO. E-8248, BY CHANDLER, PALMER 8* K|NC, NORWICH, CT, SCALE 1^ = 100'' DATED DECEMBER 18, 1808. Gj CORRECTING BOUNDARY PLAN PREPARED FOR RTT DEVELOPMENT, INC., SHOWING SUB0V|s|0w LOT 8-006, 112 FORSYTH ROAD, M0NTNU^E, C0NNECTKCUT, BY CHANDLER, PALMER ac M|NQ. NORWICH, CT SCALE 1" - 40'' DATED NOVEMBER 21' 2000. OPEN REQUIRED -1.5%. OPE._SPACE 122.2 ACRES x .15 _- 18.33 ACRES OPEN SPACE REQUIRED 2ROVDDU FEE IN LIEU OF OPEN SPACE 1,562.905 SF / 160J000 SF MIN. 9.77 MAXIMUM LOTS ALLOWED: y PROPOSED: 7 RTT 3'762.895 SF / 40.[X}0 SF MHV' 94.07 MAXIMUM LOTS; ALLOWED: 94 PROPOSED: 12 8 1.) THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-30Ob-1 THROUGH20+300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OFCONNEC-nCUT" AS PREPARED AND ADOPTED BY THECONNECT12CUTASSOCIATIONOFLANDSURVEYORS' INC. ON SEPTEMBER 28, 1998. THE TYPE OF SURVEY PERFORMED IS A PROPERTY SURVEY CONFORMING TO HORIZONTAL CLASS A-2 & VERTICAL CLASS T-3 STANDARDS OFACCURACY. ELEVATIONS ARE BASED ON U.S. GEOLOGICAL SURVEY DATUM. BOUNDARY DETERMINATION CATEGORIES ARE AS FOLLOWS: WESTERLY PROPERTY LINE IS A DEPENDENT RESURVEY PER REFERENCEMAP '2 NORTHERLY PROPERTY LINE ABUTTING FDRSYTH ROAD IS AN ORIGINAL SURVEY A PORTION OF THE PROPERTY LINES ON THE NORTH 8x EAST AREA DEPENDENT RESURVEY PER REFERENCE MAP #1 PROPERTY LINES ON THE EAST ALONG N/F BAKER 8x N/F CxLUS ARE FIRST SURVEYS EASTERLY PROPERTY UNE ABUTTING CHAPEL HILL ROAD IS AN ORIGINAL SURVEY PROPERTY LINES ABUTTING N/F MEYER ON THE SOUTH ARE FIRST SURVEYS PROPOSED SUBDIVISION LOT LINES 8/SED ON A ORIGINAL SURVEY THIS SURVEY WAS PREPARED TO DEPICT THE ORIGINAL BOUNDARY AND EXISTING CONDITIONS OF THE SUBJECT PROPERTY FOR DEVELOPMENT OF ARESIDENTIALSUBDIVISION. 2.) COURSE BEARINGS DEPICTED HEREON ARE BASED ON CONNECTICUT COORDINATE SYSTEM (NAD 27) 3.) THE SUBJECT PROPERTY IS SHOWN ON THE TOWN OF WONTNLLE TAX ASSESSOR MAP No. 43 -LOT 9 8x KAP No. 35 -LOTS 5, G. 7, 8x 8 4J THE SUBJECT PROPERTY IS REFERENCED IN THE FOLLOWING CONVEYANCES RECORDED IN THE TOWN OF kNONTYILLE LAND RECORDS' VOLUME183PAGE745; VOLUME 330 PAGES 721, 723 AND 725; VOLUME JGQ PAGE 989. 5.) THE PROPERTY IS SUBJECT TO THE FOLLOW/NG EASEMENTS OF RECORD: 25' WIDE RIGHT OF WAY IN FAVOR OF DAVID L SALA FOR ACCESS PURPOSES AND IN FAVOR OF THE CONNECTICUT LIGHT & POWER COMPANY FORUTxJrrPURPOSES. 6.) THE SUBJECT PROPERTY CONTAINS 122.2± ACRES. 7.) DELINEATED WETLANDS IDENTIFIED ON THE GROUND 8Y vNv COLE, C.S.S. DURING DEC. 2002 8.) THE SUBJECT PROPERTY IS LOCATED IN ZONE R-40 (RESIDENTIAL DIST R RESOURCE PROTECTION ZONE). THIS IS ACLUSTERDEVELOPMENTPURSUANTTOSECTION17-11 OF THE MON7Nu_E ZONING REGULATIONS U-) UTILITIES IN THE PROPOSED ROAD WILL BE UNDERGROUND. 10.) UNDERGROUND UTIL|TY, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND NOTED HEREON HAVE BEEN COMP|LED, IN PART, FROM RECORD MAPPING SUPPLIED BY THE RESPECTIVE UTILITY Cowpwm|ES OR GOVERNMENTAL AGENCIES, FROM PAROL TESTIMONY AND FROM OTHER SOURCES. THESE LOCATIONS MUST BE CONSIDERED AS APPROXIMATE IN NATURE. AUUITIONALLY, OTHER SUCH FEATURES MAY EXIST ON THE SITE, THE EXISTENCE OF WHICH ARE UNKNOWN K DESIGN GROUP. THE SIZE, LOCATION AND EXISTENCE OF ALL SUCH FEATURES MUST BE FIELD DETERMINED AND VERIFIED BY THE APPROPRIATE AUTHORITIES PRIOR TO CONSTRUCTION. CALL BEFORE YOU DIG 1-800-922-4455. 11.) THIS SITE IS NOT LOCATED IN A COASTAL AREA MANAGEMENT ZONE. 12.) ANY REQUIRED PUBLIC IMPROVEMENTS MUST BE COMPLETED WITHIN FIVE (5) YEARS OF APPROVAL DATE. 13.) AN }R0w PIN OR DRILL HOLE TO BE SET AT ALL LOT CORNERS. A MONUMENT WILL BE SET AT ONE FRONT CORNER or EACH LOT. 14.) THE TOWN OF mOmTVILLE ZONING ENFORCEMENT OFFICER MUST BE NOTIFIED 48 HOURS IN ADVANCE OF THE COMMENCEMENT OF czxNSnnUCTow OF ANY |MPR0vEwcwTs vv|TH|M THIS SueDN|SK)m 15.) THE PROPOSED COMMON DRIVEWAYS SH/&l BE CONSTRUCTED WITH THE PROPOSED ROAD. 18 SERVICED BY ON-SITE SEPTIC SYSTEMS AND 0N -SITE WELLS: 35/6-000, 000' 43/9-014~ 43/9-016. 43/9-018. 43/e-017, 43/8-018, 43/9-019. 43/9-020. 43/9-021, 43/9-022. 43/9-023. 43/0-024. 43/9-026 THESE LOTS HAVE BEEN APPROVED FOR THE DEVELOPMENT OF ON-SITE SEPTIC SYSTEMS BY THE UN[AS HEALTH DISTRICT IN A LETTER DATED MAY 23. 2003. ALL LOTS EXCEPT 43/9-022 AND 43/9-024 WILL REQUIRE ENGINEERED SEPTIC SYSTEM'S. THE FOLLOWING LOTS WILL BE ssnv|CEo BY MUNICIPAL SEWER AND WATER SER/CES: 35/8-001. 35/8-002. 35/8-003. 35/8-004 17.) A WATER ANALYSIS WILL BE REQUIRED FOR EACH WEU_ IN *CooRcxwvos WITH THE REQUIREMENTS OF CONNECTICUT PUBLIC HExORi CODE. 18.) THE SIGNS SHOWN IN THE SIGN DETAILS ON SHEET 14 ARE To BE PERMANENTLY MOUNTED AND MAINTAINED IN THE LOCATION S-4 4 ON SHEET 5 HEREOF. IT SH/LL BE THE RESPONSIBILITY OF THE USERS OF EACH COMMON DRIVEWAY TO MAINTAIN SAID SIGNS IN ACCORDANCE YMTH THE TERMS AND PROVISIONS OF THE JOINT DR|vew/« EASEMENT AND MAINTENANCE AGREEMENT APPLICABLE TO EACH COMMON DRIVEWAY. 19.) LOT NUMBERS 35/8-000, 35/7-000 AND 36/6-000 ARE ooNsmcREo sx|sT/NQ LOTS AS RECOGNIZED BY THE ToVvw OF M0w7VILLE. n2O.) OWNER RTT DEv u7pwcmTINC./mo uoY wE|sow _ m*'mY R *n-_rR APPLICANT: RTT DEVELOPMENT, INC. c/o HARRY wELLER. NORWICH - NEW LONDON TURNPIKE, UNCASVILLE, CT 0-6382 21. CONNECT TO THE PUBLIC WATER SUPPLY IN CHAPEL HILL ROAD UNLESS AN EXCEPTION IS GRANTED BY THE STATE OF CONNECTICUT DEPARTMENT OF PUBLICHEA':PH TO ALLOW AWELL TO BE DRILLED. LOT DEVELOPMENT PLAN WILL BE REQUIRED Fon EACH LOT PRIOR TO THE ISSUANCE OF A ZONING PERMIT FOR EACH LOT. A. //r / /»/ / x// 22 / 7\/ j 7 / 23.) THE DEVELOPER OF EACH LOT WILL BE REQUIRED To POST AN Ea/ BOND. T7- / ~'~`' J. ~'`' , J. CLAY ~ ELIZABETH GRIMM N/F DIANE NESSELRODE NIF ELENA RICHARD LEVESQUE MARY P. 'WiLLIAM C. N) C o N/F MANNING BEVERLY J. R. NIF SHAW LYNN C. F:ECHETTE MANSEL ALBERT L. 77.46' TO THE TOWN OF MOMMILLE EVEL YN B. FOR ROAD PURPOSES QB ow N71 *4537"E 61 N83-2 N83*27'1 3"E 13.35, 380~36'33°E ow -1J45.09' AREA = 4,89± ACRES 213s, 15 ± SF) 377,g,3'iiiiiiiiiiiiiiiijolllIIIIIIIIIIIIIIIII N// RTT m 00 yrj4___-_j E cob 00. w00bo0000 INC NIF RTT N/F ry 6.b DEVELOPMENT u~ RTT u_ INC N/F 00 DEVELOPMENT K°= CID CV ow INC Ix WATERS C14 N AMANDA D. 0- SENUTA GURA 66.18' IE PATRICIA COZZOLINO Jr- AREA 0 6J,, 459± SF) 143/9 70 17 48t48J± SF) 350.71 44'46"A 38B.113 LEGEN rn S63 N/F NOW OR FORWERLY PROPOSED ASSESSOR'S C) 0 VOL VOLUME STREET ADDRESS F1ATE- F} 1 10/2003 PG PACE 0241439 1 PROPOSED ASSESSOR'S LOT NUMBER SF SQUARE FEET DCX0 STONEWALL 0 MONUMENT TO BE SET IRON PIN OR DRILL EN-- HOLE TO BE SET WLrf7-5 LIMITS OF INLAND WETLANDS 0 m 00 E cob 00. w00bo0000 K .A ry 6.b u~ u_ 00 K°= CID CL ow 0Ix C14 N Jr- 0 Z K .A ry 6.b u~ u_ K°= CID CL ow 0 D Ix C14 N Jr- C14 N Jr- rn rn F1ATE- F} 1 10/2003 1 "`~= [)) SCALE: = ' CURB BOX AND STOP BITUMINOUS PAVEMENT 3 SECTION CURB BOX CORPORATION STOP MINIMUM 4 1/2" INSIDE DIAMETER GOOSE NECK 1" SERVICE PIPE PROPERTY LINE w x HOUSE CONNECTION MARKER 6"x6"x1/4" STEEL PLATE WELDED TO STEEL ROD 0000 01/2" 0 STEEL ROD x l'-6" LON EXISTING 6" (PLUG) FLOW STOPPER (TYPICAL) PIPE BEDDING6" HOUSE SERVICE PIPING MINIMUM SLOPE 1/4" PER FOOT (TYPICAL) O(SEE TRENCH DETAIL) 000000 X\/ E 6 L07N PIPE BEDDING SEE TRENCH DETAIL) ij,j X j/,/j.jj//j 6"-30* BEND (TYPICAL) SEWER MAIN PIPE DIAMETER MAXIMUM TRENCH WIDTH 6„2i.... 6a, 8" 3,-O" 1 10„ 3,_O" 12" 3t --O)$ 15" 3k -Y 18$0 31-6p$ 21 fp 4)-0f$ 2410 4: - 6:": 30" 5'-0" TRENCH PAY WIDTH SEE CHART 1/2 OD MI &\l //ZX_6 X11 M 0 CC) R. fd%180 1/4 OD 6" MIN. 1. - 12" MINIMUM IN , ," \ \ f\\jam\ ROCK EXCAVATION TRENCH BOTTOM TRENCH .- SECTION FOR, STORM DRAINS NOT TO SCALE NOTE: T.F. ELEV_ PER SLOPE 3/8" PER FT. PLAN & PROFILE FROM CENTERLINE TO FRONT OF BASIN 10$f TENT 8" 5 15/16"/ BACKFILL 45 3/8" TYPE "C" CATCH BASIN. TOP CROSS SECTION SHEETING AS REQUIRED (WPI;', -,AL) FINISHED GRADE z 0 REMOVE EXISTING BITUMINOUS PAVEMENT 12" FROM THE EXISTING EDGE. EXISTING BASE MATERIAL TO REMAIN AND COMPACTED TO OPTIMUM DENSITY MATCH EXISTING 3-1/4" MIN.- EXISTING PAVEMENT WIDTH UNKNOWN NEW PAVEMENT 12" r PROPOSED BASE COURSE AND SUBBASE COURSE W_ 0 w w 0 W d- cn X tA_ 0w 1.) SAW CUT PAVEMENT WITH POWER DRIVEN SAW 12- FROM THE EXISTING EDGE. SAW CUT TO BE PERPENDICULAR TO THE EXISTING SURFACE. 2.) REMOVE ENTIRE WIDTH OF PAVEMENT. 3.) CLEAN JOINT WITH COMPRESS -ED AIR HAVING A MINIMUM RATED CAPACITY OF 90 PSI 4.) APPLY TACK COAT TO THE SAW CUT EDGE AND MATCH THIS EDGE WITH THE PROPOSED EDGE. TYPICAL - ..CROSS. SECTION.. FOR.. ._MATCHING EXISTING. -AND. ... PROPOSED PAVEMENT NOT TO SCALE CAREFULLr COMPACTED NATIVE MATERIAL OR GRAVEL SAND CUSHION BEDDING MATERIAL FOUNDATION STONE FOR STORM DRAIN 12" FOUNDATION STONE WHEN UNSUITABLE MATERIAL OR ORGANIC SILT IS ENCOUNTERED AT SUBGRADE PRECAST TOPNOTTOSCALEif -I 5/8s TYPE -CL" SHOWN) UALITY CONTROL CERTIFICATION GROUP REVIEWED — DATE PROJECT MANAGER 6 -.2 SURVEY ENWRONMENTAL CIVIL STRUCTURAL ARCHITECTURAL too F -W' UJjW z 0; > w3/4" co 0 nW La 0 o. >-W I-_ D U) zjj u, >- zy. KNOCKOUTS FOR PIPES t RISER 0 I MIN. 4" FROM TOP AND —(VARIES) D w 3: x2Ui _j ui BOTTOM OF RISERS`.;1' MIN7 OPEMNG IN 4 in uj 0 < DPAWAGE0a_ 0.: WAU-S AT OR IMEDIATELY F— T14E BOTrOM OF KFILL KNOCKOUT w FLOW (n af30" MAX PERVIOUS BACKFILL ABOVE a- , r THIS ENATION, MAXIMUM =EMW 6)p DEPTH 3' BELOW THE TOP cn OF THIS STRUCTURE Z uj m lot 8" 4p–O" 8" 5'-4" NOTE: ALL CATCH BASINS TO HAVE 24" PRECAST SUMPS TYPE, ..."C7.- OR-._._p*CL" STANDARD, . CATCH . -BASIN CROSS-, -.,SECTION NOT TO SCALE PRECAST CONCRETE TOP, FRAME & GRATE STATE OF CT TYPE "C-, TYPE 2 CONFORM TO SPECIFIED B 71-10 1/2" OF ROAD PIPE DIA. A MAX B MAX o L f 1-1/2" x w 0: 3 ui n w- nj 6 ckf 0j 21 24 NW. to 15" 7 c PLA OF ROAD 6" HIGHER GUTTERTHANGUTTER 8" HIGHER THAN GUTTER 0 OR R.O.W. LINE N VARIES 10' 10' SAG CURVE IN DRIVE OR R.O.W. LINE OF ROAD 6" HIGHER GUTTER THAN GUTTER PROVIDE 1" —VAR[ES 10' 1 - 'l 0' U P (TYP.) CREST CURVE IN DRIVE NOABOVE DETAILS SHALL BE USED WHERE A STORM DRAINAGE SYSTEM IN THE ROAD EXIST BESIDENTIAL, DRIVEWAY.- DUALS NOT TO SCALE PROVIDE 1 1-1/2" CLASS 11 BITUMINOUS CONCRETE 1-1/2- BINDER COURSE LOAM AND SEED SLOPE (BOTH SIDES)--\ 12" COMPACTED ROLLED,\ GRAVEL SUBBAS,` KM DRIVE TO BE PAVED TO CREST OF HILL 18' WIDE COMMON DRIVEWAY MIN CROSS SLOPE OF INCH PER FOOT 3:1 SLOPES OR LESS BOTH SIDES) 6" PROCESSEDFrI -,---GRAVEL BASE 0(p ow ow ii COMMON.. DRIVEWAY DETAIL NOT TO SCALE CONNECTOR OVE,I_AP FILTER 5.5' FABRIC 14.N. 1.5' Ld 0 V) 1 INSTALL UNDERDRAIN WHERE GRAVEL SUB -BASE (TYP.) cf) SHOWN ON PLANS 3/8- STONE 6" PERFORATED PE a. w FILTER FABRIC_'Z MIRAFI 14ON OR EQUAL 24- UNDERDRAIN NOT TO SCALE V-3 13/16 F ASI TYPE -CATCH.-BA SIN DOUBLE GWE-- — TYPE -2 NOT TO SCALE B u 0 24' PAVEMENT WIDTH Ti 0 9 1-1/2" BITUMINOUSGRASSED AREAz CONCRETE SURFACE COURSE WIDTH VARIES SEE PLAN) 1-1/2" BITUMINOUS GRASSED AREA CONCRETE BINDER COURSE GRASSED AREA it 5' 7' 6" PROCESSED GRAVEL BASE 12 12" COMPACTED ROLLED GRAVEL SUBBASE 3/8" PER FT 1/4" PER FT, i (TYPICAL) 1 /4" PER FT BOTH SIDES I 7 0 00x jr, j/i\/\/ / \ /\/,\ j j ROADWAY _CROS_ SECTION_. OF ALLISONPS,, WAY STATION 1+50 TO, 4+10 NOT TO SCALE 1E 0 --24' PAVEMENT WIDTH 0m _Tl GRASSED AREA WIDTH VARIES 1-1/2" GRASSED AREABITUMINOUS CONCRETE SURFACE COURSE WIDTH VARIES SEE PLAN) 1-1/2" BITUMINOUS ( SEE PLAN) GRASSED AREA I ONCRETE BINDER COURSE GRASSED AREA 122 6" PROCESSED GRAVEL BASE 12'- 12" COMPACTED ROLLED GRAVEL SUBBASE 1 PER Fr 1/4 PER FT_, (TYPICAL) BOTH SIDES NI j I- 0x 7777 /\x 7//-\ A ROADWAY CROWS SECTION -OF ALLISON'S WAY ION, - 4+10 TO 7+50 NOT TO SCALE I—A—I—W—i--A—i END VIEW PLAN atur- vIc.,yy DIMENSIONS FOR METAL CULVERT END PIPE DIA. A MAX B MAX H t 1" L f 1-1/2" 10 13/16" THICKNESS INCHES) 12" 5'-10 1/2 6 6 21 24 2'– 1 3/8" 15" 7 8 6 26 30 06 18" 8 10 6 31 36 4*1— 01 90 PERVIOUS BACKFILL ABOVE THIS ELEV. C) o V) 613/1 " 00 CULVERT AS SPECIFIED, ELEV. OF 0 LL_ 4" 0 MAX DEPTH 4 vw( a- 7 13/16' V) FLOW LINE AS SHOWN ON PLAN C) 0 D 0 < 0 BELOW TOP OF uj Lu uj Z5 0, 3 V) 0 cf) n ro 0 0 N Fm STRUCTURE pq C) 0 N C) 0 0 V) PRECAST CONCRETE BRICK, -A- N CL rq 4- It 0 3Z 0 0 CLASS CONCRETE, MASONRY CONCRETE UNITS. 839-0#1 850 WHERE BRICK OR MASONRY CONCRETE UNITS ARE USED, CORBELLING WILL BE PERMITTED. MAXIMUM CORBEL TO BE 3". 6'-6 1/2" F- CLASS "A" CONCRETE POURED IN 4'-4" PLACE OR PRECAST CONCRETE UNIT L 10" MIN. GRANULAR 1 WHERE PRECAST CONCRETE UNIT IS 0 7' 10–i/2" ILL OR CRUSHED USED FOR SUMP, TOP Of THE UNIT r- STONE NO. 6 c"I C14 0 0 04 SHALL BE AT LEAST 6" BELOW THE 7__ SECTION A -A N C) 0 C114 SECTION B -B BOTTOM OF THE PIPE OUTLETTING ROM THE CATCH B NFASI TYPE -CATCH.-BA SIN DOUBLE GWE-- — TYPE -2 NOT TO SCALE B u 0 24' PAVEMENT WIDTH Ti 0 9 1-1/2" BITUMINOUSGRASSED AREAz CONCRETE SURFACE COURSE WIDTH VARIES SEE PLAN) 1-1/2" BITUMINOUS GRASSED AREA CONCRETE BINDER COURSE GRASSED AREA it 5' 7' 6" PROCESSED GRAVEL BASE 12 12" COMPACTED ROLLED GRAVEL SUBBASE 3/8" PER FT 1/4" PER FT, i (TYPICAL) 1 /4" PER FT BOTH SIDES I 7 0 00x jr, j/i\/\/ / \ /\/,\ j j ROADWAY _CROS_ SECTION_. OF ALLISONPS,, WAY STATION 1+50 TO, 4+10 NOT TO SCALE 1E 0 --24' PAVEMENT WIDTH 0m _Tl GRASSED AREA WIDTH VARIES 1-1/2" GRASSED AREABITUMINOUS CONCRETE SURFACE COURSE WIDTH VARIES SEE PLAN) 1-1/2" BITUMINOUS ( SEE PLAN) GRASSED AREA I ONCRETE BINDER COURSE GRASSED AREA 122 6" PROCESSED GRAVEL BASE 12'- 12" COMPACTED ROLLED GRAVEL SUBBASE 1 PER Fr 1/4 PER FT_, (TYPICAL) BOTH SIDES NI j I- 0x 7777 /\x 7//-\ A ROADWAY CROWS SECTION -OF ALLISON'S WAY ION, - 4+10 TO 7+50 NOT TO SCALE I—A—I—W—i--A—i END VIEW PLAN atur- vIc.,yy DIMENSIONS FOR METAL CULVERT END PIPE DIA. A MAX B MAX H t 1" L f 1-1/2" W 2" THICKNESS INCHES) 12" 6 6 6 21 24 064 15" 7 8 6 26 30 06 18" 8 10 6 31 36 064 METAL, -CULVERT EN NOT TO SCALE BITUMINOUS CONCRETE 3UPCURBING R-2" BITUMINOUS 60p CONCRETEBACKFILL AS DIRECTED ROLLED GRAVEL BASE-/ BITUMINIGUS..-CONCREM. LIP CURBING NOT TO SCALE FING SYSTEMS OOWATT HIPS CONCRETE BASE L —'J (SEE DETAIL) NOTE: SITE LIGHTING FIXTURE MAY BE MODIFIED. FIXTURE SELECTED WILL BE OF TRADITIONAL STYLE AND WILL NOT EXCEED THE HEIGHTS SHOWN- FINAL SELECTION TO BE APPROVED BY THE TOWN OF MONTVILLE. uILeiIV, IIzP1vtm 0470 ITIM 4)-3/4"x36" ANCHOR BOLTS C-4 1FINISHEDGRADE - / - 7/\ X/ x 18"0 CONCRETE ntLL SCHEDULE 40 PVC CONDUIT "o, CONCRETE BASE CROSS... SECTION NOT TO SCALE 4 Om 00 r__ z 00 OU00 t! 0 w u 00 0 z 0 t u rq Z 8 F— 01 90 m C) o V) U) t- z 00 0 0 LL_ 0 WCLu- 0 0 4 vw( a- z 0 V) C) 0 0 2, 0 < 0 uj Lu uj Z5 0, 3 V) 0 07 0 j i ro 0 0 N Fm c pq C) 0 N C) 0 0 V) N CL rq 4- It 0 3Z 0 SHEET 15 OF 15 z 0 Z 0 w 0 z 0 Z F— z m C) Z V) U) t- z 0 z Ld 0 0 LL_ 0 WCLu- 0 uj a- z 0 V) C) 0 0 < Lli Lu uj w O_ cr_ w o- V) IL j i ro 0 0 N n 0 0 N z 0 pq C) 0 N C) 0 0 V) N CL It 0 3Z 0 0 SHEET 15 OF 15 z 0 z 0 Z C) Or) t.- U) t- z 0 z Ld 0 0 0 z 0 0- C) C) 1-- or0 w n w O_ cr_ w o- Of w a- w ro 0 0 N n 0 0 N to 0 0 N pq C) 0 N 0 N 0 It 0 LO 0 0 0 41 F- Lij 0 1 r- r- m c"I C14 0 0 04 1-1 7__ Li u N C) 0 C114 711 1-- 0 z Lu 1 0 Y- 0 0 7) Ld w Li F 0 0 1 m .1 cl I u I, U. r DATE: 01/10/2003 SCALE: AS NOTED SHEET 15 OF 15 REF M 1 IS Connecticut MADE Guidelines for Soil Erosion and Sediment Control 2002. 2 Soil Survey of New London County Connecticut, U.S.D.A. Soil Conservation Service 1983. Proposed Development will allow for the following: 1. Construction of 750' of road. 1. acre ent e u 2. Creation of Lots ranging . . d disturbance odly u25zc acres. 3. The -?| -er development requirements section 17.11 of the Montville Zoning Regulations. The proposed site is composed of the following soil types: Fine sandy looms, 3 to B slopes gently sloping, well drained soils on glacial till upland CbB' Cantgn and Charltonhills, plains and ridges. Contgl) and ChorttoR.1 25 a;n^{d s up...~ hills,.plains..... ridges. Very stony fine sandy koznns' 3 to 8 percent ssloping, well drained auUs on glacial till upland hNe' cflaima and ridges; stones and boulders cover l to u percent of the surface. J1CcC" Ca:ntQn and Charlton - stony fine sandy looms, 8 to 15 percent slopes;k/phng, well drained soils on glacial till Stones and boulders cover 1 to 8 percent of the surface. upland hills, plains and Cantgn and- Charlton- Extremely stony fine sandy krorno. 3 to 5 rcen a|opes, gently sloping and sloping, well CdCdrained soils on glacial till upland hills, plains and ridges. Stones and boulders cover 8 to 25 percent of the surface. Extremely stony fine mond looms, 15 to 25 percent slopes; moderately steep to steep, well drained soils on glacial till upland hills, plains and ridges. Stones and boulders cover 8 to 25 percent of the surface. Ce" CarliBje Muck - Nearly |ene|' very poorly drained soil in pockets and depressions of flood plains, stream terraces, outwaah plains and glacial till uplands. Fine sandy |ooms, very rocky, J to 5 percent slopes; gently sloping to sloping complex consists of somewhat excessively welland drained sn0glacials on ooio| till uplands. Rockr outcrops cover up to 10 percent of the surface. Stones and boulders cover 1 to 8 percent of the surface. CrD" - Fine sandy |ounna' very rocky, 15 to 45 percent slopes; moderately steep to steep complex consists excessivelyofsomewhatdrainedandwelldrainedsoils -nn glacial till uplands. Rock outcrops cover up to 10 percent of the surface. Stones and boulders cover 1 to 8 percent of the surface. Very stony fine sand looms, J to 8 percent o\opna' gently sloping well drained soils on drumloidol, glacial till, upland |ondforrns. Stones and boulders cover 1 to B percent of the surface. Ro" Ridgetauty- Leicester and.. Whitman - Extremely stony fine sandy looms; nearly |eva|' poorly drained and very poorly drained soils are in droinageways and depressions of g|ockz| till upland hills, ridges, plains and drurnk»ido< |ondfomnns. Stones and boulders cover 8 to 25 percent of the surface. vel to gently sloping, moderately wellExtremelystonyfinesandyloom, o percent slopes, nearly and ridges. Stones and bnu|ns cover O to 25 percent of the surface. drained soil on upland glacial t0 plains, hilts It is anticipated that grading and construction activities will begin May 2003 and will be completed within six nncmtho. 1. Install erosion and sediment control structures. 2. Clear, grub and rough grade proposed road and common driveways. 3. Install underground utilities and drainage. 4. Install gravel base, binder course and bituminous curbing. 5. Install light pole bases and utility boxes. 6. Place finish bituminous course and install light poles. 7. Lourn, seed and mulch disturbed orems. 8. Provide striping and 9. Remove erosion and sediment control structures. SEQUENCE QF CONSTRUCTION- - INDIVIDUAL LOTS 1, Install erosion and sediment control devices. 2. Provide non -tracking construction entrance at proposed driveway. 3. Clear, grub and rough grade proposed driveway and site. 4. Excavate foundation hole and begin house construction. 5. Install septic system and well or sewer service and water service. 8. Complete Mouse construction. 7. Complete final grading and install driveway. 8. Loorn, seed and rnukzh disturbed oneom. 9. Remove erosion and sediment control devices. Prior to the commencement of operations in ocoordonce with any permit issued by the Town of WonhviUe` the Contractor ahoU instal] all erosion and sediment control devices. The Contractor ohoU obtain o site inspection from the Town of Montville Zoning Enforcement Officer to ensure that oil oruoh»n and sediment control measures have been installed in accordance with this narrative. Upon cort/f/cot:on with respect to the installation of erosion and sediment control measures, the Contractor may commence operations -u'suont to the permit. Erosion and sediment control devices oho|| be installed in accordance with the "Filter Barrier |nsto||otinn 8c Maintenance"' and Hay Bale |moto||ution 8c K4ointenoncm^ sections of this narrative hereinafter contained. Oust control will be accomplished by spraying with water. Existing cutch basins, within the Urnita of conatruotion, must be protected with on inlet sediment control device. The proposed planting schedule is to be adhered to during the planting of disturbed oreom throughout the proposed construction site. Final mtubiNzotion of the site is to follow the procedures outlined in permanent vegetotive cover. If necessary o temporary vegetative cover is to be provided until o permanent cover can be applied. During the stabilization poriod, all erosion and sediment control devices control devices shall be maintained in proper working order. The Owner's representative shall be responsiblefor checking all erosion and sediment control measures on o twice -weekly basis during the stabilization period and after each storm event. During the stabilization period, with respect to the site, any erosion which occurs within disturbed areas mho|| be immediately repaired and reotubi|ized. 0now stabilization has been completed and certification thereof obtained in writing fnorn the Zoning Enforcement Officer of the Town of Montvi||a, erosion and sediment control devices shall be removed by the Contractor. Proposed trees will be planted with the following precautions: 1. Trees and shrubs are to be planted /n the spring. 2 Newly planted trees are to be Supportedotokodand with guy wire. 3' SnY| around trees and shrubs is to be thoroughly watered when dry and mulch provided around the base to prevent roots from drying out. Provide u depression at the base of all trees and shrubs to insure the water will be received. Dig u 6" trench on the uphill side of the barrier location. 2 Position the posts on the downhill side of the barrier and drive the post 1.5 feet into the ground. 3. Loy the bottom 6" of the fabric in the trench to prevent undermining and backfill. 4.|ns ot d [r of rainfall. 5.) Sediment deposits are to be removed when they reach o height of one foot behind the barrier and are to be deposited in on area which /s not regulated by the Inland Wetlands Commission. 6.\ Inspections and necessary repairs will be rnmdn twice -weekly. GROUP RW, D PROJECT MANAGER SURVEY N 1.) Bales around all o hbasins h e l 2.' Each bo|m shallbe securelyanchored with at least 2 stakes and gaps between bales shallbe *edged with straw to prevent water from passingbetween the bohma. Inspect bales after each storm and repair or replace promptly as needed. Remove sediment bahh d th baleswhenithos reached half the height of the bo|m and deposit in on area which is not regulated by the |nkznd Wetlands Commission. 4.\ Inspections and necessary nypo|rm will be made twioe-vveekly. replacedTopsoilwillbeoncetheoovot( has been completed and the shoulders are graded to o slope no greater than 3 to 1. Topsoil will be spread at a minimum compacted depth of 4 inches. Once the topsoil has been spread, all stones two inches or larger in any dimension will be removed as well as debris. Apply agricultural ground limestone at the rate of two tons per uone or 100 /us. per /u»» s''' Appy 10-10-10 fertilizer"or equivalent at a 'a~' of ~~~ '~s' per ~~'~ or 7'5 --' per 10O0 a.f. Work lime and fertilizer into the soil to o depth of 4 inches. Inspect seedbed before seeding. If traffic has compacted the uuU' retiU compacted uneoo. Apply the following gross mmod mix: Seed Mixtur Kentucky Bluegrass: 20 - .45 |bo/1000 of Creeping Red Fescue- 20 lbs./acre - .45 \bs/1000 of Perennial Rye Gross: 5 lbs./acre - .10 |bs/1000 Sf The recommended seeding dates are April 1 through June JO and August 1 through September 30. Following seeding, firm seedbed with o roller. k4u\oh immediately following seeding. If o permanent vegetative stand comnot be established by September 30' apply o temporary cover on the topsoil such as netting, mat or on organic mulch. SECURE To GALVANIZED STEEL POST GALVANIZED BOLTS 1 TOP, 1 eorn}M) STOP ROM SIGN To BE INSTALLED IN w:coRoAwns WITH STATE or CONNECTICUT D.O.T. sTAwo^Ros STOP_ SIG NOT TO SCALE NOT TO SCALE FILTER FABRIC 12. MODIFIED 42 PLAN VIEW 6" COMPACTEDRIP RAPJ L PROCESSED GRAVEL RIP _RAP CM;S SECTIO NOTTO SCALE 37' 4:40211 M11 SECURE TO GALVANIZED STEEL POST GALVANIZED BOLTS UQOL. SIGN ToBEINSTALLED IN ACCORDANCE WITH STATE OF CONNECTICUT D.O.T. STANDARDS NOT TO SCALE 1.5^ 1.5"xom^ snAms DRIVEN ON DOWNSLOPE SIDE OF TRENCH EXTEND 8^ OF SIoTcwos oELow Gnxos ANGLE STAKE sr - 29 uPsuOp SET STAKE 12^ w|w|wuw INTO GI STAKED H^YeALsa MAY BE SUBS FOR znLr rswcs SILT FENCE FROM 1-1/2" THICK oouoLc F^mco W000 SIGN, PAINTED LETTERING TO BE / POST cmz 0LLL5 ON S TVA Y 6 8 129 14 16 x4' rnawED vwOoo POST, PAINTED BURY MIN. 3' BELOW FINISH GRADE FILTER FABRIC ANGLE 10^ UP ouOPc FOR STABILITY AND U SELF CLEANING POST BACKFILL Li SILT NOT TO SCALE CONSTRUCTION. -ENTRANCE NOT TO SCALE STAKES EACH BALE N MOM NOT TO SCALE FILTER FABRIC TO BE INSTALLED UNDER CATCH BASIN CRATE PLACE CRUSHED STONE O'VER FILTER FABRIC AT CURB CATCH BASIN 1Exo*x*Tc A TRENCH DEEP AND THE WtDTH OF A HAY BALE. PLACE AND STAKE HAY BALES, TWO BACKFILL AND COMPACT THE sm:m*mED sou AS SHOWN ON THE uPmu-SIDsoF THE BARRIER TO PREVENT p|P|No SHEET 1 ^1 OF 15 w 00 U 00C0 w00 LU 0 Q6 rn V) dw 0 41, 00 00 m~~u` LU LU 00 LU N C14 06 w lop C-) u NUN[ a - UJ s u_ W=- W Ui 0 C) 06 SHEET 1 ^1 OF 15 LU 0 Q6 V) dw 0 m~~u` LU LU W LU N C14 C) C-) u u_ W=- Z 0 Ui 0 C) 06 Z 0 UJ SHEET 1 ^1 OF 15 LU 0 Q6 LU LU W LU N C14 04 DATE: 01/10/2003 SCALE: AS NOTED SHEET 1 ^1 OF 15 CONNEC71CUT 0 NATE CRID SWALE. AT CUL-DE-SAC SCALE 1 " = 40' STORM DRAINAGE DATA U3111 T.F. = 558.10 GROUP 15" INV. OUT == 554.85 SUMP = 552.85 ENVIRONMENTAL CO2 CIVIL 18" INV T.F. - 558.10 18" INV 15" INV. IN = 554.65 FILE 15" INV. OUT = 554.55 SUMP = 552.55 18" INV 003 SUMP = 534-10 T.F. = 550.00 FLARED 15" INV. OUT= 546.80 SUMP = 545.30 END SECTION cBj INV. = 535.80 250.0 T.F. 550.00 V) 15- INV. IN (1) 546.60 YY15INV. IN (2) 546.60 15 INV OUT -_ 546.50 SUMP -_ 544.50 C015 Of 0- LLI dDL T.F. -= 543.05 V0 15" INV. OUT - 538.55 SUMP =1 536.55 z s Ile410 C.B# L.Li T.F. ;- 543.05 0 15" INV. IN = 538.00 N N 15" INV. IN = 538.00 0 < 15" INV. OUT = 537.90 SUMP = 535.90 40 20 0 40 GRAPHIC SCALE IN FEET QUALITY CONTROL CERTIFICATION GROUP REVIEWED DATE fn'ROJECT MANAGER SUMP = SURVEY CQ#8 ENVIRONMENTAL T.F. = CIVIL 18" INV STRUCTURAL 18" INV ARCHITECTURAL SUMP = FILE J4641 -M CB#7 (DOUBLE DROP INLET T.F. - 540.00 18" INV OUT = 536.75 SUMP = 534.75 CQ#8 RIGHT OF WAY T.F. = 540.00 18" INV IN = 536.65 18" INV OUT = 536.60 SUMP = 534.60 Ca#q PROPOSED LIMITS OF CLEARING T.F. = 540.00 18" INV IN = 536.16 18" INV OUT - 536.10 SUMP = 534-10 OUTFALL # FLARED END SECTION 15" ADS INV. - 535.80 OUTFALL # FLARED END SECTION 18" ADS INV. = 535.80 L7k_sT1__*1 1.) SEE SHEET 3 AND 4 FOR ROAD RIGHT-OF-WAY DIMENSIONS AND MONUMENTATION. 2.) ADDITIONAL UNDERDRAINS OR UNDERDRAIN ADJUSTMENTS MAY BE REQUIRED IF DICTATED BY FIELD CONDITIONS. LEGEND CL CENTER LINE CB CATCH BASIN ELEV ELEVATION ROW RIGHT OF WAY 540.5 PROPOSED SPOT GRADE LOT LINE 500- EXISTING CONTOURS 500 PROPOSED CONTOURS 0 PROPOSED LIMITS OF CLEARING PROPOSED SILT FENCE C) INLAND WETLANDS7 56r EDGE OF PAVEMENT - Reaf 555 550 545 540 535 DAMM KXV 530.00 to L(i flo In HIGH POINT ELEV - 565.76 HIGH POINT STA - 1+35 PVI STA = 1+77 PVI 0" - 566.01 A.D. - 4.00 K - 28.00 4+00 F7 7t 0_0 Ic PROVIDE AND MAINTAIN INLET Ll 58 LF 10 AU,%i PROTECTION THROUGHOUT 0 0,0 0 FPF CONSTRUCT 0N (TYPICAL) CL URV ATA RADIUS = 250.00' ARC LENGTH = 117.56' DELTA = 26*56'37" ANG NT = 5989 ROAD GRADIN.G.-AND... DRAINAGE SCALE 1 " = 40' PVT STA = 4+30 FM ELEV - 557.15 A.D. = -2.50 0 0.0( U )8 FIFAOPTFALL#2- _r 0 0,008 F IV, g 90± LF -15" ADS 0.023 FPF) PROVIDE "RAT GUARD" AT0ENDOFUNDERDRAIN 145 LF- 15" ADS MANUFACTURED BY 0 0.058 FPF OUTFAGRI DRAINALL#1 1462 340TH STREET4, k AIR IA 50002 PROPOSED LIMITS OF RIP RAP IMPACT 8CLEARING (TYPICAL) N (SEE DETAIL) T , IN, OfPRONTOANDMAINTAINACONTINUOUSLINE// Z 0 ! OF SILT FENCE OR HAYBALES THROUGHOUT U - CONSTRUCTION (TYPICAL, SEE DETAIL) J" WLF pc W) R= 0.00 vu n F_ z uj CLEAR, BRUSH AS REQUIRED FOR APPROPRIATE 00 0 SIGHT DISTANCE Z SIGHT DISTANCE o REQUIRED = 300' U 00 0 PROVIDED = 450' C) 56r EDGE OF PAVEMENT - Reaf 555 550 545 540 535 DAMM KXV 530.00 to L(i flo In HIGH POINT ELEV - 565.76 HIGH POINT STA - 1+35 PVI STA = 1+77 PVI 0" - 566.01 A.D. - 4.00 K - 28.00 4+00 F7 7t 0_0 Ic PROVIDE AND MAINTAIN INLET Ll 58 LF 10 AU,%i PROTECTION THROUGHOUT 0 0,0 0 FPF CONSTRUCT 0N (TYPICAL) CL URV ATA RADIUS = 250.00' ARC LENGTH = 117.56' DELTA = 26*56'37" ANG NT = 5989 ROAD GRADIN.G.-AND... DRAINAGE SCALE 1 " = 40' PVT STA = 4+30 FM ELEV - 557.15 A.D. = -2.50 0 0.0( U )8 FIFAOPTFALL#2- _r 0 0,008 F IV, g 90± LF -15" ADS 0.023 FPF) PROVIDE "RAT GUARD" AT0ENDOFUNDERDRAIN 145 LF- 15" ADS MANUFACTURED BY 0 0.058 FPF OUTFAGRI DRAINALL#1 1462 340TH STREET4, k AIR IA 50002 PROPOSED LIMITS OF RIP RAP IMPACT 8CLEARING (TYPICAL) N (SEE DETAIL) T , IN, OfPRONTOANDMAINTAINACONTINUOUSLINE// Z 0 ! OF SILT FENCE OR HAYBALES THROUGHOUT U - CONSTRUCTION (TYPICAL, SEE DETAIL) J" WLF pc W) I IZ.U- vu n F_ z uj LLJ 0 00 0 Z o U 00 0 V) C) X_ cq 19i to z 3: 0 0 LJJ F- c) LLj 250.0 VC V) u- 00 U- Z z 00 0 u 0 LLJ CL 0- z o 00 Wm Of 0- LLI dDL 0 V0 co uj LLJ 0 0 C14 CIDW) z s Ile410 z L.Li u 0 0 N N 0 ilk 0 < V) IL o.c a- 0 z Lij n - j cn cj0 10 0 u< 00 0 F- n 8 o 0-1 1 F Ld Ld m 04 N C) Ld Z ilz l C) Ld cv 0 CD 04 F_Lij0 Z; n 0 Li Ld LL_ 0 r 0 0 0 U5 L.Li z Of c) w T: 00 0 UA J n 1 0 1, 1 0 DATE: 01/10/2003 SCALE: 1 40' j EXIST NG GRADE AT CENTER PA 9A = 0+69.52 LIN OF PRO:30SED RAD iv PVI ELEV -! 542.78 A.D. = 5.00 EXISTING I[ GRADE LINE 0 EXISTING EXI Af PROPOdED GRADE TING GRADE CENTER ROAD AT RIGH AT LqFT ROW ROW- to CID rn I K = 35.00 175.0' iV4C u') w I EXISTING ATRIGH 1. GRADE ROW EXISTING LINE OF GRADE AT CENTEF PROPOSED ROAD EXISTINC GRADE AT LEFT to ROW T_ QJ N cV U 0 a 7 r- Go 0i I r-1 Ir - x 0 L1 r- r- ui 'f) c*4 CNr- toL6 L0 co 0 0 4- o to L0 oo ui 04,4o (o U-) to IN 0te) - N o Lf) U-) 1* fn u') In 00 r- 0 . C-4 0 c to Ln 0 0r- f 0 D tr) L0r- 00OD . 00 cc 0; 0 Lin Lnto U-) re) co 6 L0 L0 r, o f) 9) V) 14 6 o if) to Lf) 0 U-) lei If) 9) L0 E -n re) Lf) q 4 u') tc) 0 00 C4 tnu) L0 tc) L0 00 0; - It LO u) 'j-0 r- t ff Lf) C) - Lo It IT) 04 Lr) po U-) 01 00 C4 'q- C) .0) 0) * 0) I- K) 04 04 1,-) - U3 In U) Ln 00 0) LO 04 r- C4 C) 4- 110 U) in to u.) U-31 W) vi III) Ill u') In LI) III) u.) III) 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 PLAN, AND. -PROFILE HORIZONTAL SCALE 1 40' VERTICAL SCALE 1 4' 565 560 555 550 545 ME 535 530 5+50 6+00 6+50 7+00 7+50 8+00 8+50 P z 0 C) n F_ z uj LLJ 0 00 0 Z o U 00 0 V) C) X_ 00 m z 3: 0 0 LJJ F- c) LLj 0 z Ld 0 w- V) u- 00 U- Z z 00 0 u 0 LLJ CL 0- z o 00 Wm Of 0- LLI dDL 0 V0 co uj LLJ 0 0 o 0 z s Ile410 z L.Li u 0 0 N N 0 ilk 0 < V) IL o.c a- 0 z Lij n - j 0 u< 00 0 F- n 8 o 0-1 1 Ld Ld 90 z 0 C) n F_ z uj LLJ 00Z o 0 z C) X_ z m z 3: 0 0 LJJ F- c) LLj 0 z Ld 0 w- V) u- U- Z zz o 0 u 0 LLJ CL 0- z o V)o Wm Of 0- LLI dDL o z V0 co uj LLJ 0 0 o 0 0 0 z L.Li Z 0 0 0 N N 0 Ld 0V) a- z 0 0 90 SHEET 13 OF 15 n F_ z uj U) 0 C) z t Ld n Ld V) z 4_1 0 z Ld 0 w- 5 0 V) 0 C) 0 u 0 CL 0- cr_ w CL Of 0- LLI W_ a_ UA ft CLLli uj 0 0 o 0 0 0 0 0 0 0 N N 0 C14 z 4- Nu) 0 F- n 8 o 0-1 1 Ld Ld m 04 N C) Ld Z ilzl C) Ld cv 0 CD 04 F_Lij0 Z; n 0 Li Ld LL_ 0 r 0 0 0 U5 L.Li z Of c) w T: 00 0 UA J n 1 0 1, 1 0 DATE: 01/10/2003 SCALE: 1 40' SHEET 13 OF 15 rl v TH# 610 611 00 It I iAINPOSEDDRIVEtlliiii!C AND MAINPRONSTF C STRUCT16N ENTR*CE f i ; l ; I i / { 1 /aR ' I / 1SV -IDSEE\DETAIL) O ell ( Ti' 0% Ld PROPOSED_SIGN 0 O SEE DETAIL) n t P19S C PRO ri OF GARAGE i PROPOSED LIM f CLEARING TYPICAL) \v TH# ;7?59z 609 TH# 612, ' , PROP$ED WELL L\OCATION i /l i /j l !!r jI 44 i r \ L # 51'8 0 0 // - edi I If Z' 2.50' -------- o rin 22.509 X' LOT J3517-000 1Z lob P40VIDE /AND "n'4N A COI NUOUS A 1 / / r / `' f / ' -'" 1 / / h° % ` AYBALES TH# LINE /OF SILT IF FENCE OR ' I- TH# 6071 III THROUGHOt CONS-OUCTION (SED 606 co PR6PO§ED WtLL/ N ti 77 co C) co co cv 36 r\ \ I, / - I f f , / I I I f i10, A jTH# 605 ZtF\ \\ Isd1i ' / / POSEV STK ,a/ ARES Z WL,4 25H 5O 57 ALAN UFF IF/ F# 2 27H WLF# V Z 435/7 LOT #35-za—000 DATA TESTHOLE BATADaWOLE- Z BY UNCAS HEALTH DISTRICT 11/22/2002 BY UNCAS HEALTH DISTRICT 11/22/2002 TH#60TH160 0"-4" TOPSOIL0"-4" TOPSOIL 4"-24" BROWN SANDY LOAM 4"-25" BROWN SANDY LOAM 24"-84" GREY SILTY SAND W/ ROCKS 25"-53" GREY MED COMP SAND f l l NO LEDGE, WATER @ 23", NO MOTTLING 53"-92" OLIVE BROWN SILTY SAND NO LEDGE, WATER @ 75", MOTTLING 0 53" TH#60 TH#610"-4" TOPSOIL 10"-4" TOPSOIL4"-36" BROWN SANDY LOAM " 4"-38" BROWN SANDY LOAM36"-80" GREY SILTY SAND W/ ROCKS 38"-85" GREY MED COMP MED SAND NO LEDGE, WATER 0 28, NO MOTTLING NO LEDGE, NO WATER, POSSIBLE MOTTLING 0 35" Q/ TH#60 0"-3" TOPSOIL TH#61 vev 3"-24" BROWN SANDY LOAM 0"-3" TOPSOIL 4j 24"-89" GREY SILTY SAND W1 ROCKS 3"-31" BROWN SANDY LOAM I / / / % / / / j , / NO LEDGE, NO WATER, NO MOTTLING 31"-84" GREY MED COMP MED SAND Y NO LEDGE, NO WATER, NO MOTTLING Z .2Z50 Lq 60 8Z500"-3" TOPSOIL TH#61 3"-27" BROWN SANDY LOAM 0"-3" TOPSOIL 27"-87" GREY SILTY SAND W/ ROCKS Y-23" BROWN SANDY LOAM NO LEDGE, WATER @ 60", NO MOTTLING 23"-37" GREY MED COMP SAND 37"-92" OLIVE BROWN SILTY SAND PERC01, AMON RATE NO LEDGE, WATER 19 71 NO MOTTLING 5.2 MINUTES/INCH QUALITY CONTROL CERTIFICATION GROUP REVIEWED —DATE MLSS PERCOLATION RATE PROJECT MANAGER 28 x 2 x 1.2 68LF 7 MINUTES/INCH6. SURVEY M LSS ENVtRONMENTAL x 2 x 1.2 = 6 8 LF CIML STRUCTURAL ARCHITECTURAL FILE J4641 -K Al'Z IVIAl- SHEET 40 20 0 40 11 OF 15 momw GRAPHIC SCALE IN FEET z U) F- 7_1 0 Z Llj E n 111 8 00 00 15 0 44 rly oc C) bb z z7 V) Q0Llj c 0 0 Ld 0 0 V) 0 z WLA 00 z 0 Q Q LcjLj 0 j 0 L'ij D ci ry L.Li j F— 0 400 af 1.1 CL z o w a- a_ Lu oC3 solms g o'§ J ff) 0 ti 0 0i n NOTE'S AND CERTIFICATIONS in V Cou 0 C14 0 clil L Jz z co 0 C14 0 04 j) 'i 00 LEGEND 00 Ln f\ Q0 C; UTILITY POLE 41 cnROCK 7'H#50© TEST HOLE < 0I_ SHEET 40 20 0 40 11 OF 15 momw GRAPHIC SCALE IN FEET z U) F- 7_1 0 Z Llj E n 111 8 15 0 44 rly z 0 C) z z7 V) Q0Llj V) 0 0 Ld 0 0 V) 0 z WLA z 0 Q Q LcjLj 0 j 0 L'ij D ci ry L.Li j F— 0 z af 1.1 CL z o w a- a_ Lu oC3 J ff) 0 ti 0 0i n NOTE'S AND CERTIFICATIONS j I 0 N 0 C14 0 clil co 0 C14 0 04 LEGEND 00 SHEET 40 20 0 40 11 OF 15 momw GRAPHIC SCALE IN FEET U) F- 7_1 Llj E 15 0 z 0 C) z LLJ z 0 0 z WLA z Of C) 0 C) C) CL NOTE > af 1.1 CL o- w w a- a_ Lu 00 ff) 0 ti 0 11") 0SEESHEET3FORSURVEYuj NOTE'S AND CERTIFICATIONS N 0 I 0 N 0 C14 0 clil co 0 C14 0 04 LEGEND 00 Ln Lo Q0 C; UTILITY POLE 41 cnROCK 7'H#50© TEST HOLE < 0I_ EXISTING TREE LINE n U) PROPOSED LIMITS OF CLEARING BUILDING SETBACK LINE Go ti uj v 0 C14 EXISTING CONTOURS 0 Ld w U- 0 500 PROPOSED CONTOURS c>ooc)occ)0c> EXISTING STONE WALL 0 0-1 0 0 Ff) Li D-1 C-) bi r 0 D 0 bi 0- 1 .(n 1 0 Q C-) L 0 X EXISTING FENCE DATE: 01/10/2003 PROPOSED SILT FENCE PROPOSED FOOTING DRAIN SCALE: 1 40' 7 INLAND WETLANDS SHEET 40 20 0 40 11 OF 15 momw GRAPHIC SCALE IN FEET