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HomeMy WebLinkAboutSite Plan/V (ev <tl t155E5&OR BLOC F AND LOT NUMBER -Orr"O'SED 57 r --"-T NU1"ISE-7R NOK. OR FORMERLY PL--44-j j N 0r ,- c-:) : 0ice 1'ik F r- F 17 1-11 'j4 7�4!4 7 RE 7: 0 N 0 r:) F- 0 T El::), r�,,N 4 5 OF )L- lll� 4 )ADE IN -5e (r.> -V r 51 "'13 77 '17 "ONE. '07 O(T -70 N1 7 PEEP REFERENCE: 71 MAP REFEREN01=5: -�AFC:4�cvC� � ,..-70 5E R - El­'L,`�L­--t.,)` 70 7HF, E:-7A7F-- OF GOA; NEC,"`C,*,,/7-,, i'-,ONNE,('­71('-,!L)7 5CA' C T\ t 'T, R; 01-jOt' "Alt I *NI OND P!' L C, E3 F e, 5 - 0" ib 5 0 YIN ' F N 4� j OFE &DEG. -,c,, C C? F , F Fop, V -Z E 0 7/ 4 R 4 C-,% z-::) F, 0 !77 N C'n R;,,� C, (,ONNz-­ C)p E- 4 le -7 5C> =C✓ e,�E'E- "Fr/- r) 51*T 1, L F Z,, FA- , �TR 4 <�;N&, ';0 DRO Ja -CNNFC716U7 &,)E3:Y v* 5 O", "-7S',47FE5, 'P.0 q':,; BROWN DRi\/E r-,ONNEC7/.' -'ORPORATION, REVISED: ERNE Z)Ri'VE, EA5DATE: CCREPARED 5"r: FALN'ER 4 NCC ,J �--.ONNEC71SU7 0'-- FORT'ON rj' PROPER--- `.iot--1N TOWN OF "I rE SONNECI i - C, A , : = 8:) MEET, --T 4 PAL MER, CONN, P C5�& ONN, �aG11 41 Fr'` FEB. 'V5 i noel L f�lC uALE: 1�= I )r( k4, N LOCA71ON 510-h6luRE MLQ-rd<: AFFROVEr BY THE CHA!R��AN OF THE 140NTVILLE V�A`FER POLLL)TION CONTROL AUTIHORITT' signature date APPROVED, -B-1- -THE "';RECTOR OF PUBL I r, V�OR<5 Of= T LLE 7WE -O�NN:,b�/PO� s. natL)r- c L OF=:CER, OF THE TOM AFF"ROVEr 5-T- 4r- �4t-Al Tt OF- \r -'O ",,`7/i 4L - E s'anature date -'CriN OF MON7VILL117 ��A:VFR OF THE dote, DA 0 COt­41PLETION OF AL L... ViORK 3/1v117 117 edc3naturc date FIA551'/E SOLAR ENER&'T' TECHNIOUES AS PRESCRIBED BY LAP,A► HAVE BEEN CONSIDERED IN THE DEVELOPMENT OF TH15 PLAN 4- u $ ate APPROVED BY THE PLANK INCS COMMISSION Of= THE TOWN OF MON7\/ILLE-f=-U4d- PHASE 5 SUB DIV1510N PLAN LAND5DONNE E5TATE DE -.JAR17)N5 E)RIVE' "-10N7/1LLE, CONNECTICUT PREPARED FOR IVI comp jy a KNCARNE DRIVE EAST ORANB%%r, C.,0NNrGT1CL)T R E V s I (J N , ANW CHANDLER, PALMER Ac KINJ(3 :711 A i E DFSCRIPTION 06mmom r,-, e -RMG4 CT T'( & I h 110 WJAUWAY Nf FAX 2f,3 -6h;,. L F7ROFER-11-y O;K�NIER: E3ut11cr/`5\I1C,, Corporation iJ A TE: JANUARY 1, 199 SCALE: AS SHOWN 12- East Orarby, CT 06035 SHEET 1 OF 9 fir, T 1\ Pt t155E5&OR BLOC F AND LOT NUMBER -Orr"O'SED 57 r --"-T NU1"ISE-7R NOK. OR FORMERLY PL--44-j j N 0r ,- c-:) : 0ice 1'ik F r- F 17 1-11 'j4 7�4!4 7 RE 7: 0 N 0 r:) F- 0 T El::), r�,,N 4 5 OF )L- lll� 4 )ADE IN -5e (r.> -V r 51 "'13 77 '17 "ONE. '07 O(T -70 N1 7 PEEP REFERENCE: 71 MAP REFEREN01=5: -�AFC:4�cvC� � ,..-70 5E R - El­'L,`�L­--t.,)` 70 7HF, E:-7A7F-- OF GOA; NEC,"`C,*,,/7-,, i'-,ONNE,('­71('-,!L)7 5CA' C T\ t 'T, R; 01-jOt' "Alt I *NI OND P!' L C, E3 F e, 5 - 0" ib 5 0 YIN ' F N 4� j OFE &DEG. -,c,, C C? F , F Fop, V -Z E 0 7/ 4 R 4 C-,% z-::) F, 0 !77 N C'n R;,,� C, (,ONNz-­ C)p E- 4 le -7 5C> =C✓ e,�E'E- "Fr/- r) 51*T 1, L F Z,, FA- , �TR 4 <�;N&, ';0 DRO Ja -CNNFC716U7 &,)E3:Y v* 5 O", "-7S',47FE5, 'P.0 q':,; BROWN DRi\/E r-,ONNEC7/.' -'ORPORATION, REVISED: ERNE Z)Ri'VE, EA5DATE: CCREPARED 5"r: FALN'ER 4 NCC ,J �--.ONNEC71SU7 0'-- FORT'ON rj' PROPER--- `.iot--1N TOWN OF "I rE SONNECI i - C, A , : = 8:) MEET, --T 4 PAL MER, CONN, P C5�& ONN, �aG11 41 Fr'` FEB. 'V5 i noel L f�lC uALE: 1�= I )r( k4, N LOCA71ON 510-h6luRE MLQ-rd<: AFFROVEr BY THE CHA!R��AN OF THE 140NTVILLE V�A`FER POLLL)TION CONTROL AUTIHORITT' signature date APPROVED, -B-1- -THE "';RECTOR OF PUBL I r, V�OR<5 Of= T LLE 7WE -O�NN:,b�/PO� s. natL)r- c L OF=:CER, OF THE TOM AFF"ROVEr 5-T- 4r- �4t-Al Tt OF- \r -'O ",,`7/i 4L - E s'anature date -'CriN OF MON7VILL117 ��A:VFR OF THE dote, DA 0 COt­41PLETION OF AL L... ViORK 3/1v117 117 edc3naturc date FIA551'/E SOLAR ENER&'T' TECHNIOUES AS PRESCRIBED BY LAP,A► HAVE BEEN CONSIDERED IN THE DEVELOPMENT OF TH15 PLAN 4- u $ ate APPROVED BY THE PLANK INCS COMMISSION Of= THE TOWN OF MON7\/ILLE-f=-U4d- PHASE 5 SUB DIV1510N PLAN LAND5DONNE E5TATE DE -.JAR17)N5 E)RIVE' "-10N7/1LLE, CONNECTICUT PREPARED FOR IVI comp jy a KNCARNE DRIVE EAST ORANB%%r, C.,0NNrGT1CL)T R E V s I (J N , ANW CHANDLER, PALMER Ac KINJ(3 :711 A i E DFSCRIPTION 06mmom r,-, e -RMG4 CT T'( & I h 110 WJAUWAY Nf FAX 2f,3 -6h;,. L F7ROFER-11-y O;K�NIER: E3ut11cr/`5\I1C,, Corporation iJ A TE: JANUARY 1, 199 SCALE: AS SHOWN 12- East Orarby, CT 06035 SHEET 1 OF 9 N _• ,r . , , .. .:A "'bN. .n,. x 'z¢+-..r,a v - x .4 '. - £. f. • rsf sr.,,. ...:"` , x '?,.. Y' ,- ...,:' f 'Ac :i-... io -, .y .,. .. ..' ., ;"w"t .:. 5.-. <. v- .•. 4 .#,mss w ..- vt? .... $ . � -....� -.-.. �::.. 1#x... .. , .. dr 11.-.,. ,,. ... .. ,... ,,... ,.. ,,...; .. .. . _. » -.. xmx•✓rn#.. ,..., a,. >4-x .... �' ...s. al.. &" - W`F- _ �-. Z+YA7;� Mk"e`..1'd4. _ . vfk .1. - s «.:..: ....,. ,.. a ..+,•`.. <. s ... .:<n.;�.. t,. _ ,.._ .. ._ -.-. .. .-. - S. %..z•...';w. ._�Yrcap_..,.-.x€s M ,.mr-.. .. s.. . sU`.. --#fix._ -... , st. .nv.��.a'tly ,... e'..f.^e`:. ,:�.>p- ,'5�9Wu�, c,.W c-, TYPICAL MANHOLE FRAME -- 6" MAXIMUM BELOW FINISHED GRADE FINISHED SURFACE FINISHED GRADE FINISHED GRADE FRAME AND COVER ADJUST 2 1 2 OFF FOUR COURSES URSES OGRADE ITH F BRICKIMUM " \ \\\��\�� \��/ STEEL PLATE IC"A/V SET FRAME IN GROUT �d /1°-0 MINIMUM � \y� l4wa 18" MAXIMUM „ SAND COVER ADJUST TO FINISHED GRADE WITH BRICK COLLAR �. : PRECAST REINFORCED 8 PRECAST REINFORCED CONCRETE 2"x3" WOOD STAKE 3`4" CRUSHED STONE TO PLUG WITH 0 RING OPERATING ROD 6" MINIMUM -12" MAXIMUM �•• •''*• CONCRETE MANHOLE TOP w MANHOLE ECCENTRIC CONE -- REMOVABLE WATER TIGHT �_,\_- '. i. z I 6 MINIMUM. FULL WIDTH " "41 ALUMINUM ALLOY MANHOLE 0 50' OF EXCAVATION AND TO -. STANDARD HEIGHT WELDED WIRE FABRIC (TYPICAL) RIGHT OF WAY TOP OF PIPE I-- " �-- fi 0 MIN. HSE. CONN. LAT. TO EXTEND � X`; G� ;� STEPS 12" ON CENTER) �� TO STREET OR SEWER EASEMENT i ECCENTRIC CONE SECTION ' "O" RING MANHOLE RISER _ �- 24' ��= *:.• BOUNDARY AT MINIMUM i� SLOPE STANDARD RISER SEAL TYPICAL ALL SECTIONS - - - - - PAVEMENT WIDTH \\ . -� /�\,/ ENCASE VERTICAL SECTION WITH MIN. 1 " " •r 4'-0 DIA. MANHOLE JOINTS TO RECEIVE - ? I � i ;:•:'•. .�� " SCREW TYPE 3 PIECE 5 /4 SECTIONS AS REQUIRED 5 NON -SHRINK GROUT INTERIOR PREFORMED PLASTIC GASKET OR j 1 1/2' BITUMINOUS CONCRETE Ij - / % : j OF 4 CONCRETE ALL AROUND USING " �� +I I �' / \` : 'j f '' MIN. 15" I VALVE BOX SET ON BRICKS PRECAST BASE SECTION AND EXTERIOR 4 0 DIA FLEXIBLE WATERTIGHT RUBBER GASKET SURFACE CURSE I I I i\ ,: DIAMETER FIBER TUBE FORM 6 BITUMINOUS + �I 18 ABOVE TOP OF FLEXIBLE MANHOLE " �. .' '`' NOTE: SHELF MAXIMUM w � CONCRETE LIP CURB J _ SLEEVE WITH STAINLESS " Q � 1 1/2 BITUMINOUS CONCRETE ��+' 5 WALL MACHINE FORMED i BINDER COURSE STEEL STRAP AND BOLT x -PACK ANNULAR SPACE WITH m (TYPICAL) BOTH SDES- 6" ROLLED GRAVEL BASE 1 ROCK FREE BACKFILL SPECIAL CHIMNEY CONNECTIOONS SHALL ® 1 1' 12 SUBBASE COURSE 1� 4 6" GRADE TRENCH WALL -- NON-SHRINK GROUT Z _ �. " EXISTING BE INSTALLED ON DEEP SEWERS WHERE d 2 4' �, REQUIRED AND ORDERED BY THE ENGINEER. 4 MIN : --KNOCKOUT FOR PIPES MINIMUM 6" MIN „ ", 6 r F" \ 3/8 PER FT 6SLOPE I �. o 4" FROM TOP AND BOTTOM LCI; I15LOPE (TYPICAL) �O�PF�l1 4'/FT 6"-30' BEND T J 41 i 1"/FT I I ) \\ {' CONCRETE FILL OF BASE L f BOTH SIDES (T L) : ' :i: /-- EXISTING \6" �: --� +-- 7" CONCRETE OR BRICK GRADE /\. %` �/ o //- CUT DENSE HARD 6" MINIMUM AND MORTAR INVERT / //\� ! \�'`\ \ \ \/ /• SECTION .:{,:'• •. •• �••::..+.. ' ::. �, . /� 4" TOPSOIL FERTILIZE,' BURNT BRICK /. FILL .'..:':: r:a INVERT (TYPICAL) CRUSHED STONE BASE SECTION �-5" CONCRETE SIDEWALK UNDISTURBED MATERIAL LOAM AND SEED (TYPICAL) -_-- ^- -- - -- - FLOW WITH WELDED WIRE FABRIC L S.. COMPACTED I ; ..' :.1': ip . •`• �:..:''.:, ;+�: i : GRAVEL BASE I SEWER MAIN , 6" MINIMUM _I —BRANCH Y" CONNECTIONjZ .�.�. S V SECTION ` � • :-�.a: 3/4 CRUSHED STONE . + �`i i �- --• • NOT TO SCALE CROSS NOT0 SCALE '� ii�OANOT DWAO SCALE I j _� P ��. UNDISTURBED MATERIAL NOT TO SCALE , LONG, CANAL MMI NOTE: CONTRACTOR SHALL SUBMIT CHI M °'Y DETAIL EOR 0 0 SHOP DRAWINGS OF F AND C PICK HOLES (SEE ATTER- SHOWING CASTING FOR APPROVALdw5CONNECTION it>T TO SCALE DETAILO e 0 �� O , 0 DIAMETER BONDING HOLES --� ELM CONCEALED WATER -TIGHT PICK HOLE NEOPRENE GASKET 24-1/2- DIAMETER NOT TO SCALE 23-7/0' DIAMETER DETAIL 'B'-�,\ 2-1 /8'7 3/4'- 1 - 1/2' - ,4.1-1/2'- (2)-3/4" DIAMETER HANDLING HOLES r - 3/4' , L � I 1-1/2' I I 21-3/4" DIAMETER 3/4' 6" 36' DIAMETER 6" 48" DIAMETER A NOTES: 1• MANHOLE COVER TO 8E SOUD AND WATER -TIGHT WITH NC VENT HOLES. 2- THE LOWER SURFACE OF THE COVER AND THE CORRESPONDING UPPER SURFACE OF THE FRAME SHALL BE MACHINE FINISHED TO PROVIDE A SMOOTH FLAT CONTACT OR FIT WITHOUT ANY TENDENCY FOR THE COVER TO ROCK OR RATTLE. FRAME AND COVER NOT TO SCALE 4' SURFACE COURSE, CLASS "C" CONCRETE, SURFACE TO BE FINISHED WITH A WOOD FLOAT OR BY OTHER APPROVED MEAD 6x6 10/10 WELDED WIRE FABR CONCRETE WALK 5" CONCRETE -- 1 1/2' -- RISE 1,/4" PER FOOT ..r -•*-*moi 8" GRAVEL BASE _8" IN DEPTH AFTER COMPACTION PLACED IN TWO COURSES CROSSSEECTION .I0INT4 SPACFT) APPROYIMATR Y 12' LONGITUDINAL SECTION 5" CONCRETE SIDE 'ALE NOT TO SCALE 1 1/2" GAS HOLES 4ANHOLE FRAME AND COVER PICK HOLES PLAN io I _ 24" OPENING 1 35" { CROSS SECTION STANDARD COVER SHOWN BOLTED AND GASKET COVER SIMILAR STORM LEAN FRAME AND COVER NOT TO SCALE PLACE EXPANSION JOINT AT BACK OF - / \ CURB LINE OR AT SIDEWALK LINE INLET GRAVITY SEWER ,/\�\\lo OR FORCE MAIN WHERE _/—PRE Y = ,�• •• Z p car J V) 3 , 3'-3- < w Q 0 3'-0" MINIMUM 0111,14E ,. KKIIIOCI NIS FOR PIPES ..NIS RAMP 3 ¢ 1" PER FT. MAX :. �. ' MIM. TOP AND BOTTOM OF RISERS 1 .•' W p Q +. 12" Y CURBING SIDEWALK II` PDQ l � GUTTER LINE DATE DESCRIPTION SECTION J -G GRASS Q STANDARD MANHOLE RISER 1 /4"x2' S.S. ANCHOR BOLTS ADDITIONS �C REVISIONS -CURBING Architects, Engineers and Surveyors 110 BROADWAY NORWICH, CT 06360 203-889-3397 FAX 203-886-7801 PLAN Volt BACK OF WALK 36" MIN. I1" PER FT. 40" MAX. 1" PER FT. FACE OF CURB MAX. CURB CUT MAX. GUTTER LINE ELEVATION RAMP TYPE 3 NOT TO SCALE 1 1/2" GAS HOLES 4ANHOLE FRAME AND COVER PICK HOLES PLAN io I _ 24" OPENING 1 35" { CROSS SECTION STANDARD COVER SHOWN BOLTED AND GASKET COVER SIMILAR STORM LEAN FRAME AND COVER NOT TO SCALE �•. � I nnwn-w . - 0" MAX 1 FLaw uWE I PERVIOUS BACK LL ABOVE CL 1 THIS ELEVAnoN, MAMUM N DEPTH 3' BELOW THE TOP OF THIS STRUCTURE z 8"� 4'-0" 8" 5'- 4" TYP.E Q111 - STAB . eSTAB DA& CATCH BASIN CROSS SECTION NOT TO SCALE r (VARIES) V MIN g PA VFAAFnr T r 77N/r, T7 ATCHH BASIN T SECN u ALE PER SPECIFICATIONS STANDARD MANHOLE REMOVABLE SHS OF CONE SECTION PVC PIPE CUT TO FIT INTO DROP PIPE CUT PORIMI OF DROP PIPE TO ^/jay/���•y�• N/\�/ RECAST TOP C' - / \ 1'-I 5/8' (TYPE "CL" SHOWN) INLET GRAVITY SEWER ,/\�\\lo OR FORCE MAIN WHERE _/—PRE 1,. ww �� I = ,�• •• Z p car " , 3'-3- �Inrzcn 3'-0" MINIMUM 0111,14E ,. KKIIIOCI NIS FOR PIPES ..NIS 24" 3 ¢ w w Cr_ 2 C3 o < :. �. ' MIM. TOP AND BOTTOM OF RISERS 1 .•' W p Q +. 12" Y �- V) t_ ABOVE THE BWOO 1O �•. � I nnwn-w . - 0" MAX 1 FLaw uWE I PERVIOUS BACK LL ABOVE CL 1 THIS ELEVAnoN, MAMUM N DEPTH 3' BELOW THE TOP OF THIS STRUCTURE z 8"� 4'-0" 8" 5'- 4" TYP.E Q111 - STAB . eSTAB DA& CATCH BASIN CROSS SECTION NOT TO SCALE r (VARIES) V MIN g PA VFAAFnr T r 77N/r, T7 ATCHH BASIN T SECN u ALE PER SPECIFICATIONS STANDARD MANHOLE REMOVABLE SHS OF CONE SECTION PVC PIPE CUT TO FIT INTO DROP PIPE CUT PORIMI OF DROP PIPE TO ^/jay/���•y�• N/\�/ \�/\� - - / \ MATE INLET SLW-R AS SHOWN INLET GRAVITY SEWER ,/\�\\lo OR FORCE MAIN WHERE • : / 10" GRANULAR BACK FILL \ -3'-0" - , 3'-3- APPLICABLE 3'-0" MINIMUM 0111,14E 21" DROP PIPE -SET TOP AT 24" j ELECTRICAL. TELEPHONE �\ ELEC L, ONE ELE AND OF INLET SEINER FLEXIBLE SLEEVE +. 12" t; aw 1/8"x1" STAINLESS STEEL DATE DESCRIPTION PIPE ANCHOR STRAPS WITH 00m., tamw STANDARD MANHOLE RISER 1 /4"x2' S.S. ANCHOR BOLTS ADDITIONS �C REVISIONS SECTIONS AS REQUIRED WITH !INSERTS SPACED 3'-0" O.C. DROP PIPE AND 90' ELBOW TO BE P.V.C. AND SAME SIZE AS INLET \ SEWER UNLESS OTHERWISE NOTED e• 6" TYPICAL UNDISTURBED 6" MINIMUM CRUSHED MATERIAL ' STONE BASE STANDARD TABLE OUTLET SEWER DENSE HARD BURNT BRICK INVERT NOTE: DROP MANHOLES SHALL BE PROVIDED WHEREVER THE t VERTICAL DISTANCE BETWEEN THE INVERTS OF THE MAIN SEWER AND INLET SEWER IS GREATER THAN V-0" DROP MANHOLE CROSS SEC11ON NOT TO SCALE 3" BITUMINOUS CONCRETE (HOT MIX) SURFACE COURSE CLASS 1 (2 COURSES) OR MATCH EXISTING, WHICHEVER IS GREATER REMOVE EXISTING PAVEMENT AND BASE MATERIAL. REPLACE TO EXISTING DEPTHS AND COMPACT TO OPTIMUM DENSITY TRENCH EXISTING PAVEMENT WIDTH WIDTH UNKNOWN BOTH SIDES PAVEMENT 10" MINIMUM PROCESSED GRAVEL BASE SAW CUT PAVEMENT NTH POWER DRIVEN SAW. SAW CUT TO BE PERPDOCULAR TO THE EXISTING SURFACE 2. REMOVE ENTIRE MADTH OF PAVEMENT. 2. CLEAN JOINT WITH COMPRESSED AIR HAVING A MINIMUM RATED CAPACITY OF 90 PSI. 4. APPLY TACK COAT TO THE SAW CUT EDGE AND MATCH THIS EDGE NTH THE PROPOSED EDGE. (MC -70 PRIME 3 `' GAL/S.Y. TYPICAL CROSS EXISTING PAVEMENT All _IRLN NOT TO SCALE REMOVE EXISTING BITUMINOUS PAVEMENT 12" FROM THE EXISITNG EDGE. EXISTING BASE MATERIAL TO REMAIN AND COMPACTED TO OPTIMUM DENSITY 3 1/4" -� i EXISTING PAVEMENT 'AVEMENT WIDTH UNKNOWN 12" SASE l' y z Bhp .. _BURSE- ! wUj 0 IZa FQ 0 157< 1. SAW CUT PAVEMENT WITH POWER DRIVEN SAW 12' FROM THE EXISTING EDGE. SAW CUT TO BE PEP°ENDICULAR TO THE EXISTING SURFACE. REMCVE ENTIRE WIDTH OF PAVEMENT. -LEE JOINT WITH COMPRESSED AIR HAVING iNNNMJM RATED CAPACITY OF 90 PSI. +. APPLY TACK COAT TO THE SAW CUT EDGE AND WATCH THIS EDGE WITH THE PROPOSED EDGE. LQ L�,, a5 ...aEC� F S►G ", SEC'A�1EI�EN ROP T �l � � `•v ,E T ? _ OF ROAD 3, 6' HMR THAN GUTTER Qo � in 2.ic _j ¢ I 'v .-z 0 I �z .mUj w . cr c�i l PLAN OF ROAD OR R.O.W. LINE ��`�► 6' H9 THAN GUTTER -- \ \ I I VARIES 10' 10' A3 CURVE IN DRIVE OF ROAD OR R.O.W. LINE (� C HIGHER THAN GUTTER GUTTER I r VARI ES 10' 10' CREST CURVE IN DRIVE NOTE: ABOVE DETAILS SHALL BE USED WHERE A STORM iDRAIMAGE SYSTEM IN THE ROAD EXIST RESIDENTIAL DRIVEWAY DETAILS NOT TO SCALE PROPERTY LINE---- 12- HOUSE INE---- 12" HOUSE CONNECTION MARKER 6"x6"x1/4" STEEL PLATE ' WELDED TO STEEL ROD--'-'�r 1/2" 0 STEEL ROD x 1'-6" LONG 6" (PLUG) STOPPER (TYPICAL) 6" HOUSE SERVICE PIPING MINIMUM SLOPE 1/4" PER FOOT (TYPICAL) 6"-30' BEND (TYPICAL) - "Y" BRANCH CONNECTION (TYPICAL) ELEVATION HOUSE CQNNEC10 EEET AND—UNDER, 7101 DETAIL NOT TO SCALE TRENCH CS SECTION NOT TO SCALE 0 U z 0 PIPE BEDDING (SEE TRENCH DETAIL) SEWER MAIN PIPE DIAMETER FINISHED GRADE 6" 0 \�\A 0 10" GRANULAR BACK FILL - 12" -3'-0" - , 3'-3- 18P 3'-0" MINIMUM 0111,14E 21" 4'-0" 24" 4'-6" ELECTRICAL. TELEPHONE �\ ELEC L, ONE ELE AND SAN D CABLE TELEVISION SERVICE E C +. 12" TRENCH CS SECTION NOT TO SCALE 0 U z 0 PIPE BEDDING (SEE TRENCH DETAIL) SEWER MAIN PIPE DIAMETER MAXIMUM TRENCH WIDTH 6" 2'-6- a. ---3,-0" -. 10" ` 3'-0" - 12" -3'-0" - - 15" 3'-3- 18P 3'-6" 21" 4'-0" 24" 4'-6" 30" 5'-0" CURB BOX AND STOP BITUMINOUS PAVEMENT FINISHED GRADE 3 SECTION CURB BOX CORPORATION STOPMINIMUM 4 1/2" INSIDE DIAMETER GOOSE NECK 1" SERVICE PIPE DOUBLE STRAP SADDLE CURB STOP "--WATER MAIN '--1" WATER SERVICE LINE TYPE K, COPPER TUBING NOT • SCALE TRFNrH PAY WIDTH NOTE: I---- j m A LAYER OF 6.0 MIL POLYETHYLENE PLASTIC, ONE FOOT WIDER THAN THE TRENCH, SHALL BE PLACED 1/2- MIN. OVER THE STONE HAU CHIN N G ALONG THE MAIN - SEWERS AND LATERALS, THE PLASTIC SHALL BE FOLDED AT THE EDGES OF THE TRENCH AND„ 1* 0., 6 MIN. EXTEND 6 INCHES UP THE SIDES OF THE TRENCH. 122MINIMUM IN 4 THE PLASTIC SHALL BE FITTED AROUND MANHOLES AND EXTEND ONE FOOT UP THE MANHOLE. ALL ROCK EXCAVATION - LAPS SHALL BE A MINIMUM OF ONE FOOT. TRENCH BOTTOM SHEETING AS REQUIRED (TYPICAL) ROCK FREE BACKFILL SAND PLACED AND COMPACTED IN 6” LAYERS 6.0 MIL. POYETHYLENE PLASTIC 1/2" TO 3/4" CRUSHED STONE m L -FIRM GROUND IMCKI C*^m SECTION SEWER & STI NOT TO SCALE EAST C fig' ANB1', G0NNEGT! GUT irtEVISIONS CHANDLER. P AL_M E , I t; aw DATE DESCRIPTION l saw 00m., tamw _ i 3EEB'92 ADDITIONS �C REVISIONS Architects, Engineers and Surveyors 110 BROADWAY NORWICH, CT 06360 203-889-3397 FAX 203-886-7801 Volt DATE: ANUARY 1,992 y SCALE: AS SHOWN n x EROSION AND SEDIMENT CONTROL REPORT: PHASE 3 SUBDIVISION PLAN PREPARED FOR: LAND5DOWNE E5TATE5 BUTLER/SMG, CORPORATION MONTVILLE, CONNECTICUT REFERENCE 15 MADE TO: !. Phase 3 Subdivision Plan, Landsdowne Estates, Dcejardire Drive Montville, Connecticut, Prepared for, Butler/5MC, Corporation, P.O. Box 420, Granby, Connecticut, 5La!le: I" = 40', January 1,11c12, Sheets By: Chandler, Palmer $ King, 110 Broadway, Norwich, Connecticut. 2. Connecticut Ouldelince for Soll Erosion and Sediment Control, January 1185. 3. Soil Survey of New London County Connecticut, U.5.D.A. Soil Construction Service I1:183. DEEVEL.OPMENT: Proposed Subdivision will allow for the creation of 1-7 building I ots ranging in size from 20,26 s.f . to 443040 B.F. Each wi 1 be serviced by municipal water and sewer. Total area to be disturbed = 10.0 t ocreB (435,600 SOILS: The proposed site is composed mainly of five sol€ types; Canton $ Charlton "CCB", '"GcG", "CdD", Char iton-ho I i is "GrG" and Raypol I. "CcB" Very stony fine sandy looms with 3 to 8 percent slopes. These gently sloping, well drained soils are on glacial till upland hills, plains and ridges. Stones and boulders cover to 8 percent of the surface. 2. "GcC" Very stony fine sandy looms with 8 to 15 percent slopes. These sloping well drained Bolls are on glacial till upland hills, plains and ridges. Stones and boulders cover I to 8 percent of the surface. 3. "CdD" Extremely stony fine sandy looms with 15 to 35 percent slopes. These moderately steep to steep well drained ecais are on glacial till upland hills, plains and ridges. Stones and boulders cover 8 to 25 percent of the surface. 4. "CrG" Very rocky fine sandy looms with 3 to €5 percent slopes. This gently sloping complex consists of somewhat well drained soils on glacial till uplands. 'Rcc< outcrops cover up to 10 percent of the surface. Stones and boulders cover I to 8 percent of the surface. 5. "Rc" Silty loam. These nearly level, poorly drained soils, are found on stream stream terraces and outwash plains. 5G#°DULE it is anticipated that grading and construction activities wil begin February 15, 1112 and be completed February 15, 1113. Construction wlll begin with ciearing, grubbing and rough grading of the proposed road. Foliowing rough grading procedures, all drainage structures and the associated piping will be installed and protested .with hay bales or silt fence. These protective measures are to remain in place and properly maintained throughout construction. Also at this Gimc, the site will be prepared for the installation of utilities. These utilities will be installed underground ae required by the appropriate towr^ agency. Following utility installation, final grading, paving, ecedinc_I and planting will be completed. All work must be completed within 5 years, as requlred by the GonnectiGut Oeneral Statutes. individual lots w111 be developed by Butler/25MC, Corporation os they become necessary. Each lot will require the disturbance of opproximate'y 1/4 acre. Clearing, grubbing 4 grading will be, limited to areas od Jacent to the proposed house and driveway. Each site will be graded so that all possible trees on site wY be saved to provide buffers to adoining lots. Topsoil will be stockpiled on site and utilized during final grod€ne. A non -tracking construction entrance is to be provided at each driveway. DEVELOPMENT CONTROL PLAN.- Development FLAN:Development of the site will be performed by Butler/5MC, Corporation. �+o will be responsible for the installation and maintenance of erosion and sediment control measures required throughout construction. The sedimentation control mechanisms shall remain in pace from the start of construction until permanent vegetation has been estab'ished. The representative for the Town of Montville will be notified when the sediment and erosion contro structures are initially in place. Once the proposed development, seeding and planting have been completed, the representative shall be notified to inspect the site. These control measures will not be removed until this inspection is complete. There will be no work performed within 50 feet of a regulated wetland area. At no time will the wetlands be encroached upon. All stripping is to be confined to the immediate construction area. Topsoil shall be stockpiled so that slopes do not exceed 2 to 1. A hay bale sediment barrier is to surround each stockpile and a temporary vegetative cover provided. Dust control will be accomplished by spraying with water and if nocessary, the application of calcium chloride. Tho proposed planting schedule is to be adhered to during the planting of disturbed areas throughout the proposed construction sl*e. Trees cleared from the site are to be removed in the form of marketable timber and wood chips. These wood chips are to be utilized in various landscape operations. Stumps on site are to be ground in place and utilized as mulch. No stump holes will remain following clearing. Final stabilization of the site will be completed prior to January 15, 1113. This stabilization will follow the procedures outlined in permanent vegetative cover, following the paving of the road and installation of sidewalks. Proposed trees will be planted with the following precautions. 1. Trees and shrubs are to be planted in the spring. 2. Newly planted trees are to be staked and supported with guy wire. 3. Soil around trees and shrubs is to be thoroughly watered when dry and mulch provided around the base to prevent roots from drying out. Provide a depression at the base of ail trees and shrubs to insure that water will be recleved. FILTER BARRIER INSTALLATION 4 MAINTENANCE: 1. Dig a 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. Lay the bottom 6" of the fabric in the trench to prevent undermining and backfill. 4. Inspect and repair barrier after heavy rainfall. 5. Sediment deposits are to be removed when they reach a height of ono foot behind the barrier and are to be deposited in on area whlch is not regulated by the Inland iNetlonds Commisslon. 6. lrepections and necessary repairs will be made twice weekly. HAY BALE INSTALLATION 4 MAINTENANCE: 1. Bales shall be p l aced around all proposed catch bas ins with the ends of the bales tightly abutting each other. 2. Each bale shall be securely anchored with at least 2 stakes and gaps between bales shall be wedged with straw to prevent water from passing between the bales. 3. Inspect bales after each storm and repair or replace promptly as needed. Remove sediment behind the bales when it has reached half the height of the bale and deposit in an area which is not regulated by the Inland Wetlands Commission. 4. Inspections and necessary repairs will be made twice weekly. TEMPORARY VE&ETATiVE COVER: A temporary seeding of Rye Orass will be, completed within 15 days of the formation of stockpile(s). if the soil in the stockpiles has been compacted by construction operations it shall be loosened to a depth of 2 laches before the fertilizer, I ime, and seed is applied. 10-10-10 fertilizer at a rate of -7.5 pounds per 1000 s.f. and lime stone at a rate of °lO lbs. per 1000 s.f. shall be used. Rye Grass applied at a rate of I ib. per 1000 s.f. shall provide the temporary vegetative cover. Straw or hay, free from weeds and coarse matter shall be used at a rate of -70-10 lbs. per 1000 s.f. as a temporary mulch. Straw or hay, free from weeds and coarse matter sho 1 be us d at a rate of -(0-10 lbs. per 1000 s.f. as a temporary mulch. Apply mulch and drive tracked equipment up and down slope over entire surface so cleat marks are porallei to contour. PERMANENT VEGETATIVE COVER: Topsoil will be replaced once the excavation has been completed and the shoulders are graded to a slope no greater than 3 to I. 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 os well as debris. Apply agricultural ground limestone at the rate of two tons per acre or 100 lbs. per 1000 s.f. Apply 10-10-10 fertilizer or equlvalent of a rate of 300 lbs. per acre or -7.5 lbs. per 1000 s.f. Work lime and fertilizer into the soil to a depth of 4 inches. Inspect seedbed before seeding. If traffic has compacted the soil, retill compacted areas. Apply the following grass seed mix: Seed Mixture lbs./acre lbs./1000 B.f. . Kentucky Bluegrass 20 .45 Creeping Red Fescue 20 .45 Perennial Rye Grass 5 .10 45 1.00 The recommended seeding dates are: April I - June 15 August 1 - September 15 Following seeding, firm seedbed with a roller. Mulch immediately following seeding. If o permanent vegetative stand cannot be established by September 30, apply a temporary cover on the topsoil such as netting, mat or an organic mulch. (2)-2"x2"X3' STAKES EACH BALE - I NAYBALE BARRIER NOT TO SCALE ANCHOR WITH (2) 2"x2"X3' STAKES EACH BALE -� STORM SEWER STRUCTURE H B � 8i FLOW ee s$ FLODW 8 a a B e l= L X11 - -1 1160 AT CATCH UASIN UOT TO SCALE FILTER FABRIC ANGLE 10' UP SLOPE OST FOR STABILITY AND SELF CLEANING Z= .0VPACTED C„ w EA 1_KFILL I �' SILT FENCE NOT TO SC 1. EXCAVATE A TRENCH HAY BALE 4" DEEP AND THE STAKE WIDTH OF A HAY BALE. - BiNDING WIRE 2. PLACE AND STAKE OR TWINE--,,,, HAY BALES, TWO STAKES PER BALE. \l TRENCH THE WIDTH OF A HAY BALE PACKED HAY o , ELM 3. WEDGE LOOSE STRAW 4. BACKFILL AND BETWEEN BALES TO COMPACT THE CREATE A CQNTINOUS COMPACTED EXCAVATED SOIL BARRIER. BACKFILL II AS SHOWN ON THE UPHILL SIDE OF �I 7THE BARRIER TO PREVENT PIPING \/ \f o �` U_ ,BOSS SECTION ❑ ❑ ❑ ❑ ❑ o a ❑ o n o v BOTTOM OF DRAINAGE WAY PLAN! A ,-- A CROSS SEC110N HA)MALE BARRIER INSTALLA110 AT�RED END OUTLET NOT TO SCALE PLAN TING MIXTURE GARDEN HOSE w.in °nrsr REFERENCE: GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL PLANTING CROSS SECTION FOR TREES UNDER 2®' NOT TO SCALE RIGHT OF WAY EXISTING TREES TO REMAIN AT i 50' MINIMUM INTERVAL OR PLANTED AS REQUIRED BY SEC. 10.05.04 TOWN OF MONTViLLE ROAD STANDARDS JANUARY 1991 SIDEWALK PROPOSED 00 TELEPHONE, ELECTRIC{ PROPOSED WATER 0 PROPOSED SEWER �\\ CABLE `ELEVISION GAS MAiN NOTE: MINIMUM SPACING BETWEEN WATER AND SEWER IS 10 FEET. UTILITY CROSS SECTION NOT TO SCALE GER ��D BY THE PLANNING AND 041 • , - 1=173 NOT • SCALE ignoture date REVISIONS DATA DESCRIPTION '92 & REVISIONS A-E; J1J''ARY 1, 1992 AS NOTED SH -'E'T OF 9 SECURE TO 1 1/2" 0 GALVANIZED STEEL POST WITH (2) 1/4" A GALVANIZED BOLTS (1 TOP, 1 BOTTOM) N OTE: SIGN TO BE INSTALLED IN ACCORDANCE WiTH STATE OF CONNECTICUT D.O.T. STANDARDS DEAD END SIGN NOT TO SCALE SECURE TO 1 1/2" 0 GALVANIZED STEEL POST WiTH (2) 1/4" 0 GALVANIZED BOLTS (1 TOP, 1 BOTTOM) NOTE: SIGN TO BE INSTALLED IN ACCORDANCE WITH STATE OF CONNECTICUT D.O.T. STANDARDS SPEED LIMIT SIGN NOT TO SCALE NOTE: SIGN TO BE INSTALLED IN ACCORDANCE WITH STATE OF CONNECTICUT D.O.T. STANDARDS STOP SI GN NOT TO SCALE POST BOLT SLOTS 26'-0 Y2" OR 13'-6_Y2'* _ -Y4- x 2 Y2- TO 3 Y2- r _ 6'/4- _. 25'- 0" OR 12'- 6" 6 y4 -'I 6'-3" C.C. (TYPICAL)-,, _ N I -4 2I�4�/4:141/- 4Y4-14 Ye 2" -� SPLICE BOLT SLOTS • AT THE OPTION OF -- - 29/32" x 11/8' THE CONTRACTOR TYPICAL RAIL ELEMENT x 1 Vi- LG. WITH CLASS A (12 GA.) HEX HEAD do NUT BRACKET BOLT SPLICE BOLT 1212- LAP y (2 REQUIRED PER 8 PER JOINTS 4Y• 4Y BRACKET) -� / r IIII - I U ( WASHER EXISTING GRADE I 1 s (1 REQUIRED PER POST) o I 1 I II I I 1 I I it I ERMT cO I 1 I II I 1 I I I II I 1 I II I I I I II I SYMETRICAL ABOUT CENTER LINE FOR MEDIAN BARRIER INSTALLATION INSTALLATION TO BE IN ACCORDANCE WiTH THE REQUIREMENTS OF CT. D.O.T. METAL BEAM RAIL NOT TO SCALE PHA5E 3 WBD i V I ION PLAN LAND5DOWNP STAT 5 DESJARD i NS DRIVE MONT/I LLE, CONNECTICUT PREPARED FOR 8 WINGARNE DRIVE EAST OR,4NBY, GONNEGTIGUT ■ - CHANDI_ER, PALMER 8c KING = EIIIIIIIIIIIIIIIIIIIIIIIIIIIII0 =I EL Architects, engineers and Surveyors _ Mw 110 BROADWAY NORWICH, CT 06360 203-889-3397 FAX 203-886-7801 DETAILS and EROSION B SEDIMENT CONTROL SECURE TO 1 1/2" 0 i GALVANIZED STEEL POST STOP WITH (2) 1/4" 0 GALVANIZED BOLTS (1 TOP, 1 BOTTOM) NOTE: SIGN TO BE INSTALLED IN ACCORDANCE WITH STATE OF CONNECTICUT D.O.T. STANDARDS STOP SI GN NOT TO SCALE POST BOLT SLOTS 26'-0 Y2" OR 13'-6_Y2'* _ -Y4- x 2 Y2- TO 3 Y2- r _ 6'/4- _. 25'- 0" OR 12'- 6" 6 y4 -'I 6'-3" C.C. (TYPICAL)-,, _ N I -4 2I�4�/4:141/- 4Y4-14 Ye 2" -� SPLICE BOLT SLOTS • AT THE OPTION OF -- - 29/32" x 11/8' THE CONTRACTOR TYPICAL RAIL ELEMENT x 1 Vi- LG. WITH CLASS A (12 GA.) HEX HEAD do NUT BRACKET BOLT SPLICE BOLT 1212- LAP y (2 REQUIRED PER 8 PER JOINTS 4Y• 4Y BRACKET) -� / r IIII - I U ( WASHER EXISTING GRADE I 1 s (1 REQUIRED PER POST) o I 1 I II I I 1 I I it I ERMT cO I 1 I II I 1 I I I II I 1 I II I I I I II I SYMETRICAL ABOUT CENTER LINE FOR MEDIAN BARRIER INSTALLATION INSTALLATION TO BE IN ACCORDANCE WiTH THE REQUIREMENTS OF CT. D.O.T. METAL BEAM RAIL NOT TO SCALE PHA5E 3 WBD i V I ION PLAN LAND5DOWNP STAT 5 DESJARD i NS DRIVE MONT/I LLE, CONNECTICUT PREPARED FOR 8 WINGARNE DRIVE EAST OR,4NBY, GONNEGTIGUT ■ - CHANDI_ER, PALMER 8c KING = EIIIIIIIIIIIIIIIIIIIIIIIIIIIII0 =I EL Architects, engineers and Surveyors _ Mw 110 BROADWAY NORWICH, CT 06360 203-889-3397 FAX 203-886-7801 DETAILS and EROSION B SEDIMENT CONTROL ex F=C:>re_ E—= Z:> lry ;tnr 0\ Co ter -T De.&O To i, -)ft ,_, C-4 Z.A4 --tb F"-r>r-clf41 C)F:"2r L_5�Z 8�o-n 1�` ` Std'�.e e, �,e �. l J� U . ( . to 0 ej CO Z,T) /V Ad NJ Q, 0,� r\l m (Y) 10 4E � \ " � � � � '^ ` � l � l l /r © I D Zi 1� t"C�..1 <1.L.t� �C �A.(.1�L7 �G'TTot_I .�.1 C� r 1 I I( /C.0 6' - IGS _)o 06-40'00 w> 520 .9E 154 L,� to 1 JI ; - /0 e t AJQ (70 7C>Lf� E3Q Q C) -r -C TZ_>2_A.lLUC-e _-3tr, I T2Ro - 0 Ll P5. ol ==L I I I Q in jj Al g _j__ 4- F:� I F 3r-- ST�A -TT-- 11 if IIE C 4b1I 4i . ........................... 3e, zz 7 " Lr I OLP X I - it L I Zo Lf- ee_ T_ Lf- offl- 1-0 -7 _Alu zi z_z_ AI- Z-) 33 !E!,5"55 SIC en Li, zz) "Yt,'t?'� :qeC If-> -M eC 1IJS_r,&LL-eC> 4oI.A tMA `)t-5(, TO ----,-rA 11 +c Po if- I -T- C U V_ VIE- Dff_CT_,A_ e -,A -t:;) I L) s 4IE:_C_ -T4LAC_.A07 ci__4 0 F -C:> C�40CIL:> 1 2z' 10' 54 Sol 01 19-7 , 4:7 100, 00 19(, 22 40'3_7'e 2- So" 40' I3` 253 4-(, Z24 is I2_0 00 21(o =)2 S 31 1 1 ' 04-"-E ��uc : v = 40' zlg X jV T 1j T —T T_ -4- 4 L L JE-� t 0--000 I W." OF - - -------------- - 7-- -.1 L/ 3r- T c -D INV &p N f2l100 (FROM ZIA" OF 25— —T- j _T_ AN 7 r\j _T_ 0--00 A 0I L 41 Ume till A t __7_ 7z r— LIU W zn �'T eL ��U• I 22 V _-Z t T I — - - - - -------- _ t ' ��' � �— _ � -- — � f � �;�,��►� Vii,-�� i'��5� � �1Y��1 $ .,�� XXX LANr7lc -DONNE F-c- -r _ 15A11011 2 ZXP 4 -0 J > �I _T 0 rr GONN" PREPAREIM FO IT i J- T _wow - — ----------- t 60- VV Zi _Iz: t f i i I I V_ TA V ' n4- Gd Gig t T_ t } ; 1 ' - —7 A. ffl� ZA _ __�EA!5 4 r 87 7.Aa, w::II T� 0- A R G7RANE3IIIAAI C,,0NNEC-,T'G: IT CHANDLER. F=.ALME:FR ac KING -0ft J -Tf- 114 11 Pe i ! - - L DOUBLE C, 4-r Architects. Engineers and Surveyors 110 WQW*Y W""M CT OLM 203-B66-=7 FAX 2033—W-7501 S:CA &1>4 ok 'Orr *400 Owl, + Woo A 00 4- L0 4- L=138.83 S 75'25'07"E> too g9 D�1B2CB= S84.2g' S6�dE � 64.98' 3 5 ,oz— A� A3 6,138 • ---- -__--_ �� \\ to l) _ _ \ -rte' �� ,--'' . ZGj 1 ` � ---- _�_ �'' --�.`,•'� -�. \ \ \ \ � to 1`1 Tl � t Pry i- _ � i � _ / �— ---__ -•_� \ �� ._'---��`'�� 17 4- �" \ \�/ / �/ / �.-r/ s^- •--.•�.___ --�"� -•� �-'� �. / / /'•ice X36—� \ `�� ����'� �.,1 i� \ \\ � � /�� /`�� � I 17 --- - -_ "�iZ4 PdGE SCvo tcxo _\ to¢ tom•--_ � ^�--_.. _�� � \ � \ 1- \ \, �� � `--.� f � -- � � 1 '.�_ .� � � '�o ,\o — '"'-,-- �-.�_ v tog to -�7 f 0 I I S CD IZO azo 1 r o __—-moi/// -�'/ � ��''— ____------'' — � �-� l/ �\ 7- \ \ \\ \ ^�, � ���/ �-- � _------- \ I �. \ \ � \ �-- -- -�\�• \ \\ \. � C.,,/' � r-_ c�,5 • �� I �- 4- �r•e1�G� / (_ -4-�°, Ou sIn \ X04' LOW VtA _ / ` LLI LD N \ q�ti Z // '`�' ��� .�--� ��.. �—�� � �� __ •`_ �� �`` \ \ \ \ � \ \ � �— --�� � � ✓ 'may— �� 1 I \ \ � V.X�'� \ / / // / � � -- _� --� .�� '�� __' �� � \ � �.:. a ------------ NI (_1 - _ e2(p ode- / CO. / t cry oo 4 --- Z� ,Low / %04- ! til l I CR- C� 13 I IN NW_j;4Ikq1 NOW OR FORMERLY BUILDING 5E7BAGK LINE EX I S71 NG CONTOUR. PROPOSED CONTOUR PROPOSED NATER SERVIGE PROPOSED SENER SERV I GE PROPOSED UNDERC ROUND UT 1 L 1 TI E5 TYP I GAL PROPOSED ASSESSOR BLOCK AND LOT NUMBER 33 � �-� Sl-�T •3otiz 9 CURVE DELTA 1 17 ' 0 2 ' S7 " PROPOSED STREET NUMBER 2 2'39'44" STONE RETAINING NALL CHAIN LINK FENCE -- N ;I 9 \ N � � N ,7 5!,Z D1' �4A RADIUS ARC TANGENT 247.29 73.59 37.07 2151.85 99.99 50.00 _. ­­% W I - CHORD CHORD BRG 73.31 N 75'14'02"E 99.98 N 85'05'23"E `2 zoo -- --- - 4` r t ` T /jj 5� cNe-9 I hereby declare that this map is substantially correct. This map and survey were prepared in accordance with the standards of a Class A2 survey as defined in the "Recommended Standards for Surveys and Maps in th State of Connecticut" as prepared and adopted by. the r'onn ut Association of Land Surveyors, Inc., or pjamjer x v _ JANUARY 1 1992 9679 DA TE REGISTRATION NO. 4C 2Q 0 40 GRAPHIC SCALE IN FEET DATE: SHEE-- - S .31 S' i Y � a PHASE 5 SURD I V 151 ON PLAN L.ANDSDONNE ESTATES DESJARD I NS DRIVE MONTVILLE, CONNE�TlGUT PREPARED FOR M� 8 WINGARNE DRIVE "AST 6RANBY, GONNEGTIGUT M — CHANDLER, PALM RB. r-�• �� ■ s Emk E Architects, Engineers and Sur :<ey(,r - 110 BROADWAY NORWICH, CT 06360 203-889-3397 FAX 203-886-78C)l LOT LAYOUT N/F 180 5 LESEND NODI OR FORMERLY BUILDING SETBACK. LINE EXI5TINO CONTOURR: PROP05ED CONTOUR PROPOSED NATER: SERVICE PROP05ED SEVER SERVICE PROP05ED UNDERGROUND UTILITIES T)'P I GAL PROPOSED ASSESSOR BLOCK AND LOT NUMBER PROPOSED STREET NUMBER 5TONE RETA I N I N5 AALL CHAIN LINK FENCE i a LINE BEARING DISTANCE 1 S 84'55'46"E 1.00 2 N 80'33'41"E 36.50 3 S 84°09'03"W 15.00 4 N 05'50'57"W 14.07 5 S 09'41'31"E 10.77 6 S 09'41'31"E 9.50 I hereby declare that this map is substantially correct. This map and survey were prepared in accordance with the standards of a Class A2 survey as defined in the "Recommended Standards for Surveys and Maps in the State of Connecticut" as prepared and adopted by the Conn ut Association of Land Surveyors, Inc., o b 1 JANUARY 1, 1991- 9679 JRVEYOR DA TE REGISMA TION NO. 'fir A 40 20 0 GRAPHIC SCALE IN FEET 0 REVISIONS DATE DESCRIPTION 3` i' :ONS & RE`,'!SIONS DATE: 1992 SCALE: 1 " = 40' SHEET 4 OF 9 Of So VODU MC7 i 90 psc.e r �s X19 0 �z )94 Hop Llt7� I �Q PHASE 5 5UBPIVISION L,izw,0)C)ANE DESJ, DINS DRIVE MONTV I LLE, CONNE TI CUT PREPARED FOR -IINCARNE DRIVE RAN3Y, CONNECTCUT a �:A N TZ LOT LOT AREA LOT I I NUMBER IN 5QUARf FEET NUMBER 2ct� 240 _- O N zp4 - ,z3c.p O O 2C161 (D 15, \ \ N f r�ri Z38 -- --- 3 - - V � 3 Ln Zoo N r Ln Zig � 33 14- cn 33 1Co Z14 -- CD O 0. V 3 CO ti 00 00 ti LOT LOT AREA LOT LOT AREA NUMBER IN 5QUARf FEET NUMBER IN SQURRE FEE 50 2q,283 S.F. 5q 24,813 S.F. t 60 928,282 S.P. 5�5 OF ET II 52 26,452 S.F. t SEE 5 OF aET 53 21,022 S.F. 62 26,58Q S.F. CD V 33 3 t r- 0 ` v 0 0 rn 98.21' I 2� a - I ZSca 33 � lfl �1 ,, „4A1!5 t LEGEND Nir- NODI OR FORMERLY - 2 — —240— --- — EXISTINO CONTOUR 240 _- O N / t\ ,z3c.p O O N V Z38 -- --- 3 - - CO Ln m 0 2d� U7 33 14- � CD V 33 3 t r- 0 ` v 0 0 rn 98.21' I 2� a - I ZSca 33 � lfl �1 ,, „4A1!5 t 33 r9 P: 7 a o1= u n u ry c s (�v d rte. <se-k)Fe. 4- 0QCCec4e-CL+ a0 ) LINE BEARINGDISTANCE �� 1 S 78' 50 04I F 15.00 2 S 5 6' 31 ' 10 " F 15.00 40 20 0 40 APHIC SCALE IN FEET 3 3 8� 0 �o PHASE 5 5U50 1 V 151 ON PLAN LANDSDONNE F.STTF.5 DE—SJARD I NS DRIVE MONTV I LLE, CONNECTICUT PREPARED FOR ,PvkA::�p I- • — filam � 8 N I NG ARNE DRIVE .®MV C11-1ANDLER. PALMER ac KING filllllllOVAEft SAW Architects, Engineers and Surveyors "wimw wwwww m 110 BROADWAY l+1ORWICN, CT 06360 203-889-3397 FAX 203-888-7801 L'I LEGEND Nir- NODI OR FORMERLY - BU I LD I NO SETBAC< LINE — —240— --- — EXISTINO CONTOUR 240 PROPOSED CONTOUR N PROPOSED NATER SERVICE 33 r9 P: 7 a o1= u n u ry c s (�v d rte. <se-k)Fe. 4- 0QCCec4e-CL+ a0 ) LINE BEARINGDISTANCE �� 1 S 78' 50 04I F 15.00 2 S 5 6' 31 ' 10 " F 15.00 40 20 0 40 APHIC SCALE IN FEET 3 3 8� 0 �o PHASE 5 5U50 1 V 151 ON PLAN LANDSDONNE F.STTF.5 DE—SJARD I NS DRIVE MONTV I LLE, CONNECTICUT PREPARED FOR ,PvkA::�p I- • — filam � 8 N I NG ARNE DRIVE .®MV C11-1ANDLER. PALMER ac KING filllllllOVAEft SAW Architects, Engineers and Surveyors "wimw wwwww m 110 BROADWAY l+1ORWICN, CT 06360 203-889-3397 FAX 203-888-7801 L'I ti Ar(2 6w .19 Je- -Atv�� U),4�.i rages -Cc % %0 -el L 'A 2� R G4 t'14 S 7' fL-Y`,LL- Nr UNU4 pi f TOK ;6 L r fy C, Y- V4 1 (-Y-L, A� ,F Z, 7- �7 wool Fl ,,—Tor-- LA. I ,al I 011% 4 Jw- PHA5E :3 5UBVIV1510N PLAN STA =5 -5 ARDINS DRIVE 0 N 7\/ 1 LLE, CONNECT I CUT PREPARED FOR IVI 01 1 ps a !tel NG DFIVE M AW CH AN ID LER, PALMER Zc K I N G /Arch itects, E r g i r e c r s and ' -j r / e yo r^ 110 BROADWAY NORVACH, CT 06j6r 203-889-3397 FAX 203-886-7801