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HomeMy WebLinkAbout06-31P_RSK-KELLCO, INC. COPPER RIDGE RE-SUBDIVISION_COPPER RIDGECOPP R RIDG R av��3UBDIVISION CUPP�R RIDGE - SOOUTH WINDSOOR-COONN�'TICUT . agn civil engineers • planners • surveyors landscape architects • gis • gps. 425 Sullivan Avenue South Windsor, CT 0607.4 860.291.8755 Fax 860.291.8757 www.designprofessionalsinc COM r FINIAL PL,AWS i otnmj 0; SOUTH W►niC)COR i?Ep SIGi�A T '_,:? /�UTi-IC�r t6* THESE DRAWINGS ARE THE PROPERTY OF DESIGN PROFESSIONALS, INC., AND HAVE BEEN PREPARED SPECIFICALLY FOR THE OWNER/APPLICANT FOR THIS PROJECT. THEY ARE NOT TO BE USED FOR ANY OTHER PURPOSE OR BY ANY OTHER PERSON OR PERSONS NOR REPRODUCED IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF DESIGN PROFESSIONALS, INC. THESE PLANS ARE INVALID UNLESS THEY BEAR THE ORIGINAL SIGNATURE AND IMPRESSION SEAL OF THE PROFESSIONAL ENGINEER OR SURVEYOR. SOM W NDSOR PLANNING DEPE a 24•-152 #767, 4--166 \ #776 APPLICANT/OWNER RSK— KELLCO, INC. C/O BRUCE KELLEY 1744 ELLINGTON RD SOUTH WINDSOR, CT 06074 PHONE: 644-8761 PAX: 644-5650 24--126 #60 1130 "`24-129 #42 #36 KEY MAP 1"=100' OWNER PARCEL: 24-137 ROSE PASTULA 889 PLEASANT VALLEY RD SOUTH WINDSOR, CT 06074 1 2 3 3A 4 4A 5 6 7 L1 Zoning Data Block ZONE: A-20 (Residence A Zone ITEM REQUIRED/ALLOWED PROVIDED Minimum Lot Area 20,000 sq.ft. 20,466 sq.ft. Minimum Lot Width 100 ft. 120 ft. Minimum Lot Depth 150 ft. 170 ft. Front Yard 40 ft. 40 ft. min. Side Yard 10 ft. 10 ft. min. Rear Yard 40 ft. 40 ft. min. Lot Coverage 15% max. 11.7% max. NOTE: HOUSES SHOWN ARE FOR CONCEPTUAL PURPOSES ONLY. BUILDING PERMITS WILL REQUIRE PLOT PLANS WITH ACTUAL FOUNDATION PLANS. MAP LOT N/F 500' ABUTTER LIST {* DIRECT) 15 f2 TOWN OF SOUTH WINDSOR 1-003 NANCY DRIVE 13 MILLER, KRISMVE R 35 NANCY DRIVE 14 BREZE4 MICHAEL L 8• BARBARA F 43 NANCY OR/YE 15 SOLL/AIA, DAV/D M 8• ANNAMAR14 87 DAWN DRIVE 16 LYNCH, WAYNE P 95 DAWN DRIVE 17 KARANIKIS, MARIA 88 DAWN DRIVE 18 RSK KELLCO, INC. 1744 EUJNGTON RD tt 19 AUKERMAN, ROBERT E 8• DEBORAH 80 DAWN OR1VE *20 GOSHD/G/AN, ROBERT S Q• ALICIA N 60 DAWN DRIVE *21 ROSS, DAVID d LAM 48 DAWN DRIVE *22 SCHIAVONE, BALD/NO & EINRA 40 DAWN DRIVE *25 CALDERON, MICHAEL Q• CAROLYN A 30 DAWN DRIVE *24 PERE/RA, CARLOS O & MARIA D 18 DAWN DRIVE 25 VIOLETTE, MICHAEL R & BARBARA 66 LEFOLL BLVD *28 DOWNES, MICHAEL 8 & JEAN M 54 L£FOLL BLVD *27 FAROOOVE, MAZMUL Q• SHAH/NA 44 LEFOLL BLVD *28 PAPAR/AN, PON" J & NANCY M 34 L£FOLL BLVD 29 MILLER, SCOTT C & CYNTH/A N 21 LEFOLL BLVD 30 PETRY, M/CNAEL J & LORI A 29 LEFOLL 81VD 31 RAM BD, DEWEY L d KLi/BERLY S 37 LEFOLL BLVD 32 SADDOCK, HARRY G JR d NANCY C 47 LEFOLL BLVD 33 CHANG, RAUL C & PAIR/C/A M 57 LEFOLL BLVD 34 KASEK, 11MOTHY ✓ & JENNIFER R 67 LEFOLL BLVD 35 PASTULA, FRANCS L & ROSE M 889 PLEASANT VALLEY ROAD 43 GALLAGHER, THOMAS J 75 LEFOLL BLVD 44 GL/ECO, MICHAEL & SANDRA 8 83 LEFOLL BLVD 45 MYERS, ANNE B TRUSTEE 9f LEFOU BLVD 46 ANDRI= BAROARA K 97 LEFOLL BLVO 105 ST/ENNECKER, W/LUAM A 8• MARY 116 LEFOLL BLVD 106 BANIA, DONALD W & JDYCE E 108 LEFOLL BLVD 107 F/£NMAN, KAREN A 95 LEFOLL BLVD 108 TRO/ANO, JOSEPH E & HARONIAN G It DAWN DRIVE 109 HALE, HOWARO W ✓R & ELIZABETH 21 DAWN DRIVE 110 KRIZAN, DOREEN B 27 DAWN DRIVE f f 1 WONG, NICHOLAS TAK--YAN & MARY 35 DAWN DRIVE 112 MOR/SSET7E. BERNARD & IANINE 43 DAWN DRIVE 113 CUNHA, TOOD DAVID 51 DAWN DRIVE 114 BRANDER, SUSAN D & LELAND G 59 DAWN DRIVE 115 01JN1S, R41MEZL C 8• DEBRA A 40 NANCY DRIVE 116 D/AZ, MIGUEL A 22 NANCY DRIVE 117 MAR/ETTOS, NICK & CHRISTINA 12 NANCY DRIVE 119 DUKE, VINCENT` J & ✓ANE E 42 GA/L LANE 120 LEFKOV/CH, ✓EFFERY L d NANCY f 34 CA/L LANE 121 M£UCC/, JOS£PH A & M/CNAEL A 28 CA14 LANE 122 RODRIGUEZ, OA40 20 GAIL LANE 24 93 EMOND, JEFFREY A 8• WULF/LDA T 896 PLEASANT VALLEY ROAD 99 CASE, GRACE H 877 PLEASANT VALLEY ROAD 100 FRECHEM, HELEN MARE 882 PLEASANT VALLEY ROAD 1011 JOAQUIN H & PATRICIA INOO�RgTHWEW DRIVE RREIS, ;55 ZU K�S,GJ05E N HE N M 2240 3007.,A RO�O 116 COLACCINO, fRANCES H/u JO filVOR HILL ROAD 117 COGGSHALL BEVERLY S 20 TUDOR HILL ROAD 118 NGUYEN, HUE T & HOA V 814 PLEASANT VALLEY ROAD 1 f9 GUERRERA, JASON J & VERA F 824 PLEASANT VALLEY ROAD 120 SULLIVAN, E116TN£ F & BARBARA 834 PLEASANT VALLEY ROAD 121 ROOM, GREGORY A & BRENDA T 7 CASE HILL CIRCLE 122 CENCI, CHARLES J III & MARY 17 CASE HILL CIRCLE 123 SP/LLER, TANY,1 A 25 CASE HILL CIRCLE 124 CARD/NALE, MARY 55 CASE HILL CIRCLE 125 AL£XANDR£, JOSE J d MARIA A 61 CASE HILL CIRCLE 126 OWEN, KAREN M 60 CASE H/LL CIRCLE 129 BROUILLETTE, PAUL A & MARIE P 42 CASE HILL CIRCLE 130 G/MBRONE, CARL J & MARCIA E 36 CASE HILL CIRCLE 131 P/ZZOFERRATO RUDY J 8• WENDY S 30 CASE HILL CIRCLE 132 BOR/S, W/LUAM F & JOANNE T 22 CASE HILL CIRCLE 133 CARROS, FRANCISCO Q• ANA 852 PLEASANT VALLEY ROAD 134 AREGOOD, GREG S & RHE/NA C 870 PLEASANT VALLEY ROAD * 135 F/ORI, MARTIN J & DEBRA A 12 LEFOLL BLVD * 136 WETHERELL. KAREN 24 LEFOLL BLVD 157 PASTULA, ROSE 889 PLEASANT VALLEY ROAD 158 DARIES, WILUAM Q• M/CHELLE 817 PLEASANT VALLEY ROAD 159 LAVOIE, EUGENE & BERTHA 807 PLEASANT VALLEY ROAD 140 KORN, LYDIA H 801 PLEASANT VALLEY ROAD 141 81100£AU, LOUIS L & ROSE M 793 PLEASANT VALLEY ROAD 142 ROY, MARY A 785 PLEASANT VALLEY ROAD 145 0//1RION, BEND? 4 SOLANGE 96 DAWN DRIVE 144 SORENSON, FAY T & SALMRELLA, E 100 DAWN DRIVE 145 SALTARELLA ELLEN M 146 BRIERLY, FIJA RD T & SII/RLEY 99 DAWN DRIVE 659 DART HILL RD VERNON, CT 08056 147 K/Z/S JOSEPH A & EI4INE D 150 LUSS�ICA NORMAND R & LAUREL A 346 LONG HILL RD 745 PLEASANT VALLEY ROAD 15f MCCARM, ANTHONY J 777 PLEASANT VALLEY ROAD 152 SMITH, PH1UP C 767 PLEASANT VALLEY ROAD 166 ABRAHAMS, ✓OYCE A & RICARDO J 776 PLEASANT VALLEY ROAD 167 KHAN, R 11ANA R 782 PLEASANT VALLEY ROAD 16B POTASH, DAVID T & MARY J 800 PLEASANT VALLEY ROAD 169 HILL, FREDERICK R d BARBARA H 804 PLEASANT VALLEY ROAD 170 PERE/RA, MARION A 171 FULLER, MARK S & SON✓A E PO BOX 581 33 TUDOR H/LL ROAD SHEET INDEX COVER SHEET/!-,EY MAP ='°RroN"—° LOCATION MAP/ZONING DATA BLOC . , =, PROPERTY SURVEY " PLOT PLAN f *7 APPROVAL LETTERS TOPOGRAPHIC PLAN a 8ni'� �t DETENTION BASIN IMPROVEMENTS pinarnn�-M SEDIMENTATION & EROSION REV: AUGUST 22, 2006 CONTROL PLAN REV: AUGUST 8, 2006 REV: AUGUST 3, 2006 PLAN & PROFILE REV. JULY 13, 2006 DETAILS DATE: JUNE 20, 2006 LANDSCAPE PLAN SHEET 1 G:\J0BS\2285\2285-1C0V e �AZ 4 y LEGEND NOTESO EXISTING IRON PIN [a EXISTING MONUMENT 1. ALL MONOMEN7A77ON FOUND OR SET /S DEPICTED HEREON. cick., EXISTING UTILITY POLE 2. HORIZONTAL DATUM BASED ON MAD 83' = 40= = EXISTING CATCH f.BASIN AND PIPE VER77CAL DATUM BASED ON NAVD 29' -8-- EXISTING SANITARY MANHOLE AND PIPE J. PROPERTY IS ZONED A-20. G— EXISTING GAS MAIN 4. SHED ENCROACHES OVER PROPERTY LINE 1.51 ' —E— EXISTING UNDERGROUND ELECTRIC SERVICE 5. SHED ENCROACHES OVER PROPERTY LINE 6.87' EXISTING WATER MAIN AND HYDRANT 6. PROPERTY /S IN FLOOD ZONE X - AREAS DETERMINED., TO BE OUTSIDE 500-YEAR ca0000�o STONE WALL FLOOOPLAIN - PER FIRM COMMUNITY PANEL NUMBER# 090036 0010 D -�gp - EXISTING CONTOUR MAP REVISED.• FEBRUARY 23, 2001. x6+.95 EXISTING SPOT GRADE 7. KE&ANDS FLAGGED BY HIGHLAND SOILS, LLC AND FIELD LOCA7E'D EXISTING TREELINE BY DESIGN PROFESSIONALS, INC. IN MAY 2005. .••—.- 8. MAP 15 LOT 18 AND MAP 24 LOT IV rO BE COMBINED INTO ONE PARCEL. � A +► INLAND WETLANDS MAP REFERENCES.- 1. PROPERTY OF ALFREDA CASE TO BE CONVEYED TO ROBERr & SHARON BLINN, SOU7H iS4NOSOR, CONN. SCALE 1 "--40' MAY 20, 1964 BY CECIL W. BROOKS. 2. SECAON 4 PLEASANT VALLEY HOMES, SOUTH WINDSOR,.' Comm 7NE CONNEC77CUT LIGHT & POWER COMPANY TITLE• C.L.&P. CO. GAS EASEMENT ON PROPERTY KNOWN AS PLEASANT VALLEY HOMES SEC. 4 TOWN OF SOUTH ILINDSOR, DA7E 8-23-80 SCALE 1'=40' DWC NO. NG5£0009 BY THE CONNEC77CUT LIGHT & POWER COMPANY. J. 7W CONNE077CUT LIGHT & POWER COMPANY 777ZE•• CL&P EASEMENT ON 7HE PROPERTY KNOWN AS PLEASANT VALLEY HOMES SEC7701V 4 TOWN OF SOUTH WINDSOR, DA7F 7-28-80 SCALE 1"640. DWG. NO, ENK5EF12-0002, SHEET 2 & 3 OF 10 BY 7HE CONNEC77CUT LIGHT & POWER COMPANY. 4. PLAN FOR PLEASANT VALLEY HOMES, PLEASANT VALLEY ROAD SOUTH WINDSOR, CONN. SCALE 1!-- 100' DA7E• 4-23-76 REVISIONS 9-20-78 PROJECT 78-11 BY CONSUL 77NG ENGINEERS. 5. PLOT PLAN SECTION / PLEASANT VALLEY HOMES SOUTH WINDSOR, CONN. DATE 2-19-79 REV 4-23-79 SCALE 1 "=40' MAP NO. 220-78-1A SHEET 3 OF 15 BY MEGSON & HYYPPA. 6. PLOT PLAN SEC770N 2 PLEASANT VALLEY HOMES SOUTH WINDSOR, CONN. DATE' 5-18-79 REV 7-6-79 SCALE 1'=40' MAP NO. 220-78-1K SHEET 3 OF 8 BY MEGSON & HYYPPA. 7. PLOT PLAN SEC77ON 4 LOTS 43-45, 55-65 & 68-72, PLEASANT VALLEY HOMES SOUTH WINDSO ,, CONN. DA7F. 5-12-80, REV 6-30-80 SCALE 1 "=40' MAP NO. 220-7e-1N SHEEr 2 OF 10 BY REINO E. HYYPPA & ASSOCIATES. 8. PLOT PLAN SEC770N 4A LOTS 46-54, 66, 67 PLEASANT VALLEY HOMES SOUTH WINDSOR, CONN. DATE 9-17-80 REV 12-4-80 SCALE 1"640' MAP N0.220-78-10 BY REINO E. HYYPPA & ASSOCIA7ES. SURVEY N07E'S.• I. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE' WITH SE077ONS 20-300b-1 THRU 20-300b-20 OF 1HE REGULATIONS OF CONNEC77CUT STATE AGENCIES - 'STANDARDS FOR SURVEYS AND MAPS /N THE STATE OF 00NNE077CUT, PREPARED AND ADOPTED BY THE CONN£C77CUT ASSOCIA7701V OF LAND SURVEYORS, INC., SEP7EMBER 26, 1996. ♦ TYPE OF SURVEY IS AN IMPROVEMENT LOCA77ON SURWY - RECORD - AND IS INTENDED TO DEPICT 7HE LOCA77ON OF IMPROVEMENTS RELA77VE TO PROPERTY LINES. ♦ 7HIS IS A DEPENDENT RESURVEY BASED ON MAP REFERENCE #1. ♦ HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS AND VER77CAL ACCURACY MEETS CLASS T--2 STANDARDS. 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 07-13-06 ADD EXIST. DETENTION BASIN RAM IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY LOT 53 8war r smANAE QVIRlav (VOL. 352 PG 276) WALL__ J/4"/.R. EUwe & W7 r7HA LAWIE � (VOL 628 PG QSf) a g10,1E WaLI P/NCH W/IP yl .• r +•"" • P/P£ /� i �'•�/ SN£r 92 taut MANA r ARS ANNIS �p �3? a .r'""' 2 2 �--"^ ""• �- , i eaww MAW�`- / / -�► _ - w/P !2 a�2' CONC. ELtt4-AX2V w w/x /1? aN. f I'. /r MON. \` • \ \ W/P .I / / e r �f• / �` 9� \4\\�r �Q W/F /7s % �P9 O �C�\ 92 wV ` 96- - - . /F>n1 W 1n W/t /la £ASEMEN7 IN FAVOR .t, p ,q W/P' oN. / 91 •�\ ,& couN£cncur ucHr ,k 1�� { U/ W/Ri� - m -•'o "`100-- t�D,- ' / / •+)a TANY &YAO,M/NG & M9 also`Rcrkesesp✓J 1 \ 7fc91AS P01WR (SEE VOL. e85 PG. 157 - _ CJy G a(so•R!°kea9L{ J 1 1 \ - 1 �' F0V W 1 AND MAP REF. y3J �! �2 W/f' y/6 ' �-9. ' ' Ct�� `r ' g� (VOL1798 PG 015) W RI*•1'tCTeR21 >• i ' W.Y. cx M01 x-c "\ apa•RCPkuez, RA3£RT E. & DE8A4AH sInTu4((+�r7 1 t� rr 0 ONG 1 AUK£RMAN ^ i"LP 1 H' +R - - —102— - M. 1 1 / MON r , 1 i . a(epwfiexl t -cur 1 50.00 / MAP 15 Or 18 / L07S TO BE COMBINED / ,�"W __,..+" alew6=14(v x-CfC7 / �1 /i / °F 11 22 46 23 E /F 1 1 �00 , PROPERTY UNES TO B£. ' ' , / / �2 .✓ - �Q1n I % \' ce av V1 EXANGU/SHED - / • r 0 >F az?2 R;m_a.` wV Al i RS1C CC, Na/NG \ / / r OLC , , ' / 00 ti I also' RL»kB71? =/ \�/ —/DO ( 1794 PG 329) / `L «.---"' / a(94•Rcrkansr k 1 / WyFAS' ti ' ^ 106^ _ ' / ��. ..+► ^ y2�2 , UMITS OF GAS £ASM£NT �94 / ! / , .>.� / t$66 VOC. 268 PG J26 / AREA R 3ZOM S:F AND MAP REF. y2J Q73 AG ,.-^"l`/ 1 - r'"''^ %- / / �,k' s^ F ' 1 ^ �° I r tl _9� + / EO / r-•-;'� _ - - �_2$8 98�,'r.. �1 Rl,e• ' aaRcrksr'! 'ss• 7R£r:• ,.-- ' / ' / ` y � a(!e•Rp•keA39( 22 ../ 5/6•% ,' '" f.+ �i /' i /' ' / / , / \ t / /> / arse• Rcrteat44(R p RSIY- /Q1 �\ A lRD2J0 p � (iiiL. 1794 PG 1329�_ �..-•^. "'-•" - / , ' , • / ' , / /' / I I r 921 t ��� a(z4• Ra+ker.7s(sxJ � � flpp � � •' ' r NOTF l4 ' i ' ' / / 1 !l, /L(13•RCPked26(Ny1 `vrl' � / I S7L'Y' r ' r Pa r AHEAD' tp- ,1 aps• pkeGJ�{) re• 7RtF - `9O -- lRILE � ' ' ' � /' ' / ' � I + l C�] srcv ' Ft(eplckea ape•RLPkazu(� � / / / / a(0•IfC,b FZ!4` PYC,F90.81 SUBJECT r0 POSSIBLE a(6` 9CLJ/ RIGHTS ($EE VOC. 268 PC. 32 1 / ) 1 £ASEMENr /N FAVOR OFWERR(SE(SEACU7ClCHr& 61 510GYCAOE - - _ - _ -' - - - _ - - - _ _ - 6.' POE PM. 185 PG 157 � ii0 ANO MAP R£F. yS) FINCH IV/):" Romr & Aum N. , GOSIOGIAN - (IGiL. 290 PG OW), , / ,' , / / / /' /MAP 24L�/�Ot 137 /r I AHEAD // ,' RASE PASTULA. I , S/rav } , it0 8, / ' / ,' (ML 281 PG 323) / 1 �R£A • 336,3BB 7.722 AG ,- EMSTTNO sH£D • - / , / / 1 i 1 y I PINCH (SE8 NOT£ JU) PIPE / 110� \ tl Iv VA UP & L URA KOSS U N . ' / / , ' . ' // v \ • � $11 �� i (VOL 1289 PG 315) 949 PPIPE INCH - I Y STR��U IAY N 1 ,' / r• _ - ti - '\ V- _ ... -. _ �76FAD• BALOINO & ELKRA \i+Hf°DRIe�»a�1 MA,ar SCHIAWNE f I - - - - _ i (VOY 515 PG 305) , ' /' POSSIBLE DUMP AREA 1/ f r.•r� 1 \ . AHEAD av �� T �w� q SPW RAC TOP co". _ J APPROX \ or _ '• '���/ / - ` _ _ - / ' ,' - _ = SKED Ex •++ � ` � � G l _ 15-7RCP IF 1155..7.i RAF1 - - _ �"" O 11 r / ,... / - ` '- 10' 5,,,...•^•^^ �, EX. C8 F�18' RCP).- III. M 40 1 � — • � yll MONC. #K l MARTIN d & DEERA A. � � TEA f1474 N/� gip' �.-••� "�— flab/ C) FL(15•RcrJ:Im04 M/a/AEL & CAmw A c,l �^ �"" P/NC N� (KK. 974 PG 18++� Ft(1a' RLpt 11Q2f v`� P/P£ KAREN ii£7H£RELL & 3 J CALDERON VCK. f6B7 PG f7f) � !O' SY '^^^ram ,,.. � � ROGER &ESTER LAI�GME (11 , : a DAVALD V & MANGY M. PAPRIAN _/""�� ...► (KL 288 PG 139) l / AAZMM A. & 9VAMAIA A. FAR000(lE (V111L. 1246 PG 100) N� M/a/AEZ •LEAN M. G4RLOS O. & MAR/A D. 00)WES cove RA (tax. 8" PCOH. ?41) (VOL(VqG 472 PG 594) x-cvr P/NCN PIPE I" PINCH P!P£ 1' !P. LeFOLL BOULEVARD CONC. X-CuT CONC. MON. X-Cur CONC. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12327 LAWRENCE R. GEISSLER, JR. LIC. No. MOV. x-Cur GRAPHIC SCALE 50 0 25 50 100 NEW IN FEET ? 2 inch = 60 ft. Tel. 860.291 • 8755 Fax 860.291 • 8757 civil engineers • planners surveyors landscape architects • gis gps 425 Sullivan Avenue, South Windsor, Connecticut 06074 F U110!!"LSllll U U "V E U DESIGN- DRAWN.• MH,4 CHECKED. LRG ✓OB NO.: 2285 DA TE. MA Y 2006 ORAyflNG NO.: 228.5--%s11ry rlwn PREPARED FOR: RSK-KELLCC., INC. P LEABANT VALLEY R(DAID & DAWN DIl IV-S Mum WUNDeyM CONNE' CTUCtL/ Ji 8 X8" BROWNSTONE SHEET 2, 11 GRANTOR SL GRANTEE TYPE OF DATE FILED VOL/PG MONUMENT MONUMENT COORDINATES EASEMENT NUMBER NORTHING EASTIN RSK-KELLco SOUTH NDSOR STREET �� M1 N 167450.3332 E 192374 311 M2 N 167590.7865 E 19250 .9222 M3 N 167855.1212 E 1925 .9194 Nam• �\ CONI M4 N 167833.7102 E 192 6.805 BEND/T & SOLANGE MON, M5 N 167774.0112 E 192 10.6815 LOT 53 J52OUIPG. _ SrONE WALL 3/4" LR M6 N 167605.9288 E 1�457.2702 t�L• 352 PG. 276) M7 N 167538.917 E 1417.8564 EUGENE & ERTHA LAVOIE w••G� ONE WALL(VOL. 528 PO 051) sr PROP. CONSERVATION -7 O BE SET PlNC sy/F #1 EASEMENT C TO BE SET c�24'25 5 , N� /P!P \�'4� 12p•16 SNET 92 MA R/A KARANlKlS TO BE SEl` ,�`� `��A : ~' q"W S2o Gvf TOTAL-� 1 � �.6 SF S2p 26�,..�5,15 ! � BENCH MARK K,F • / �� / / // #2 11 26►14M I ccwa More. TO BE ET 12p'16 w� 20 ��C\ A s NC // /o/ �/ / / ►�y \\ fij K/F �3 �y' - 'w. CON ELE{-9178 34.81 ,�- T MON. T K/F i09r t P SIGN W�N1 Y�doPROP. STO oSTOP BAR W/Fa � I II I I 30,695 S.F. oho` 1 \ / EASEMENT /N FAVOR �� / F, 4 I �/F �T F #17 K/F �8 � � ' O � NIF , \ / OF CONNECT/Cur LIGHT &. U iy/F O , 0.70� ACi• s 10.15 ', t /B c� ` 1 JZ7NY SHAD MIND & WF/ „ ANDAMPREF.0.473) 85 PC 157 1 ��/ 4 _ o I (� I W/F B , ". _ . d � 1 1 FEW LIU I I C ri U / v e y r -.40 o rr/r )Fro + 1zu.y� r .�- CONIC. 1 X-cur ROBERT E. & DEBURAH F \ � r,c,k5' 9 I PROP. STOP S L \\c\ �covc. AUKERMAN I" LP. \` o.�6!jewTO BESET& STOP BAR /F 07 1 CON . I MON �i / �'Ocvr �0.00' I LOTS TO BE CG>MB/NED 'a „w 1 g5' sP o 46�2 " �� • l PROPERTY LINES TO BF S2Q Z6 24 24 SIGA I I / 3 E 5EXTINGUISHED /-fpTAt-) / / Y ? 2 QQ ` - / LIMITS OF GAS EASM£NT W� SAWCUT/ \ .>.(SEE VOL. 288 PC 32 R �� 1\ AND MAP REF. #2) / 0) W Z I REMOVE PAVEMENT ,�. \ \ x�n �szram_» RFG_RAOF - RFSE. / CB TOPS TO NEW. , /�, Kr / c3 `� y O 1� a I ELEVATION / // // \ / S j 9'1 i 49 z O rsr 11 p O N p 1 / \ x►15D gg 37,962 S.F. c��.j�� • Al 5 PROP. STREET SIGN / Eo < 288 35,413 S.F. 8 •1 s TO BE SE w w 0.871 AC. to R, rj .� Oo rn / \ r 0o ` 'ti• / 5 8•• LR � � t 0.812 AC. 1Wto /�,J '�O •19 /r \ �s •9,'A� I I PROP. 10WATERJ ct MAIN EASEMENT ,S.F.IN FAVOR OF MOC -STOP 0.540 AC. D"31,5ct �7. sn ,' � � o .723 -c a, I \ \ �t To E sr oo � / S s5 os J 'SUBJECT TO POSS/BL£ SNET y�/� • \ .-15�•�O+ , ADDITIONAL R.O.W. TO BE ! R/CRIB (SEE VOL. 288 PG. 32s) \ � 1oa, ,J! I CONVEYED TO TOWN OF SOUTH _ �_£ASEMENT /N FAVOR % \ \ ,A OF CONNECT/CUT LIGHT & \ B51V1 Cj0 ii 'p1"w 1 ' Y' .�--- WINDSOR BY QUIT CLAIM DEED POWER (SEE VOL. 285 PC. 157 7 1/2' `� st8, \ ' 115 • / '� ,S1 g 1 I J ANO MAP REF. /f/3) PINCH \ GA 6,50 / M LEGEND RoeERTN& aUC/A N. PIPE ,�• \ \ , .�;105.33 -�QV�1:11 �/ 4 �,� TO BST �t 'd \ ' g5M • 11 1.50 / A^10261 RO ° • IRON PIN TO BE SET GOSHDlPGN srAO PRECAST M \ �� �'x\ \ \ GAR:• 3 50 FF . --„o�F "J� �^ .,�v`' O� g sc D 1 Q EXISTING IRON PIN (VOL 290 PG. 050 R o w�uk� WALL eerN 1 \ Op �D TOW. �,�..�-- r •`O°' �> Z i MONUMENT TO BE SET AND SIDEW 1 q,'jO I o EXISTING MONUMENT g owcrRi q'N�' TO Sao 1 \ 1 �\ ��� 1 - � + M5 ���r/�00 1 IV; `� EXISTING UTILITY POLE F'R►8R ro OON 'macnu:\ S7� \ 1i xw \'►. •"VDT Et ��� TO SE 6, ,> / $ �- o,'� q"� / ^ � - I� } I i• \ ° O BE SET 1N FA NDso? Io-,w fin/ e STONE WALL OF I I PROPOSED PROPERTY LINE �\ \ a2�4r• -•-'' COS 1Zp• „ , v�Q / �� �• V IQ ---•----- EXISTING PROPERTY LINE 1.. CXIS77NO SHED t \ \ r�s008~ ` '' 0 E SET ��•- / I -- --- -- PROPOSED EASEMENT BOUNDARY PINCH (SEC NOTE jF5) T� k p -�`~ T BE S / �$ -• REGULATED AREA PlP£ \ \ Q3 M7 A-2S 40 03" 43' �� 0 / I I A- A A INLAND WETLANDS N07Es• 1. ALL MONUMENTA770N FOUND OR SET /S DEPICTED HEREON. 2. HORIZONTAL DATUM BASED ON NAD 83' VER77CAL DA 7UM BASED ON NA VD 29' J. PROPERTY IS ZONED A-20. 4. SHED ENCROACHES OVER PROPERTY LINE 1.51: 5. SHED ENCROACHES OVER PROPERTY LINE 6.87' 6. PROPERTY IS IN FLOOD ZONE X - AREAS DE7ERMlNED rO ,BE OUTS/DE 500- YEAR 1 FLOODPLA/N - PER FIRM COMMUNITY PANEL NUMBER 090036 0010 D PINCH PIPE MAP REVISED.• FEBRUARY 23, 2001. 7. WE•7LAMPS FLAGGED BY HIGHLAND SOILS, LLC AND FIELD LOCATS•O BY DESIGN PROFESSIONALS, INC. IN MAY 2006. 8. MAP 15 LOT 18 AND MAP 24 LOT 137 TO BE COMBINED INTO ONE PARCEL. 9. A MAXIMUM OF THREE DRIVEWAYS ARE ALLOIS�'D IN 7HE CUL-DE-SAC. 1JA0 pCCCl7CA1/•CC. ' M „ c rOfl 7 k0 M3 NF If, DA KD & LAURA KOSS (VOL. 1289 PG. 315) rn lo� GAR:110 Tow:111 FF:112 a N/P• BALDINO & EL WRA c SCH/A VONE (VOL 515 PC 305) 1 \ 2• \ 5+, TO \ \ \ 1 SRO/° 2p r�7� g4g�•. TO V OF SO Me;,. � TO E S 0� \` �NOSpR�F ✓"�" i CAR: 113 'row. 11 4 FF. r 5 N i� .. �^ RiDG TO ET �ppE r.- 28,259 S.F. I I TO E SET _ 0.648 AC. r 5 03M2 75 2 ' .--- GAR•, T=a22.59 �Ow' O 9 i ,„_ -- ''"+ ._----...-•-' \ FF ;121.5 ��stj, ro I I .11-7 \ F I �o' f Y:•---'' -'� � GAR•• 118 `nw 1er97 4 ' „ �ShlI 4si a 16 - \ 2�' 1 \GAR • 1 �\ �� 26, 728 S.F. ---~ TO BE SEA CON TRUC ON C4w 11� N o / \ 0.613 AC. 4q. AHEA C • 1$ O \c1ic -'^ TO BE SET p , „ IS/GN 8LIN0 U7 s • 1 .J .3-7 I DRIVE B£NAY MARK N J Ch 21,610 S.F. iJ17 I -¢- AHEAo" �- o7227w� 1� AA , 0 � .� S/GN r S NDSOR, CT 06074 rR :N'✓ 1540 SULLIVAN AVENUE SOUTH WI • \ TELEPHONE 644-2511 July 25, 2006 Certified #70042510000398029622 Design Professionals, Inc. Attn: Mr. Galen Semprebon P.O. Sox 1167 425 Sullivan Avenue 4n .it- 1AI:.,�.r...... P'aT nn-n"7A JVutil Vvindsor, C t VVU/A+ RE: Appl. #06-31 P — Copper Ridge Dear Mr. Semprebon: At the July 19, 2006 regular meeting, the Inland Wetlands Agency/Conservation Commission approved with conditions application #06-31 P — Copper Ridge — RSK Kellco Subdivision -- 840 Pleasant Valle Road -- Inland Wetland/Conservation Commission application to create an eleven lot residential subdivision, public road and associated improvements on property located easterly of Pleasant Vailey Road and nnrthrarhi of I afn1l Rlvri A-9n l?ncirranfial 7nna Thic nnnrrnial is CF ihip-& fn tho fnHnwinn r wa a, evr aJ va o..v. ve, •..•a •tea., ra-.i..v a wa.aa.aw tuw e.ve w, e , rra✓ a..rN�a v.r zoo ,v vaw v'��>� •. ... ...o.v.. ,, a� conditions: 1. One blueprint copy of the entire set of plans and this letter reproduced thereon, must be submitted `to this Commission. This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning & Zoning Commission shall be considered having met this requirement. 2. The application shall indemnify and hold harmless the Town of South Windsor against any liability, which might result from the proposed operation or use. 3. The permit is valid for five years and shall expire on July 19, 2011. It is the R landowner(s)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 4. All approvals required must be obtained and submitted prior to any activity on the site. �. A contact person shall be identified on the plan::. 6. We recommend a bond in the amount of $10,000 be submitted to the Planning &. Zoning Commission to ensure compliance with the erosion and sediment control measures. 7. We recommend a bond in the amount of $10,000 be submitted to the Planning & Zoning Commission to ensure establishment of the stormwater structure. 8. A conservation easement to be placed in the rear of lots 2 and 3 as presented. 9. Cut the high point down to 82 between the inlet plunge pool and water quality channel 10, Clarify the existing elevations in and around the basin. 11. Show a detail for modifications proposed to the outlet structure. 12. Specify the stone size for the inlet energy dissipater. Very truly yours, Elizab h . Warren, Chairp6rson IN D ETLANDS AGENCY/ CO RVATION COMMISSION EW:dr cc: Chief Building Official F p J $ 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 TELEPHONE (860) 644.2511 July 28, 2006 CERTMED MAIL 70041160 00021060 4053 Bruce Kelley 1744 Ellington Road South Windsor, CT 06074 Dear Mr. Kelley. Re: Appl. 06-31P, Copper Ridge Subdivision We are pleased to advise you that the Planning & Zoning Commission voted on July 25, 2006, to approve wrur moulueauons application woo-31x, Rosuuaivrsion on -13 acres to create 11 lots to be known as Copper Ridge on property located on the southerly side of Pleasant Valley Road, westerly of LeFOII Boulevard and northerly of Dawn Drive, A 20 zone, as shown on plans prepared by Design Professionals, Inc., project # 2285 and dated July 13, 2006 as revised. This approval is subject to the following modifications: 1. This approval is for I I lots, numbered 1-11. 2. Concrete sidewalks, built to Town specifications, shall be installed on both sides of all now streets. 3. Drainage and construction for this subdivision is subject to the approval of the Town Engineer. 4. All tots shall be serviced by the Town of South Windsor sanitary sewer system and are subject to the apprvvw of tie Water Pollution Control Authority. 5. Water shall be supplied to this subdivision by public water. 6. Street lighting shall be installed on streets, at intersections, and on cul-de-sacs in accordance with the policy established by the Chief of Police. Street lighting is to be coordinated with the Chief of Police (copy enclosed). 7. Street names and locations of fire hydrants are subject to the approval of the Fire Marshal of the Town of South Windsor. Street names and supporting posts shall be installed by the developer in conformance with the standards of the Town of South Windsor, at no expense to the Town. 8. A liability insurance policy shall be submitted to this Commission naming the Town of South Windsor as an insured, with a combined single limit for bodily injury and/or property damage in the amount of $1,000,000. 9. This ai nlication is subject to the conditions of annroval of the inInnd Wetlnndc A ant,nv!(�nnow .,ui: .. __ - --------- ----cr----- Commission, including a bond in the amount of $10,000 for erosion and sediment control and a bond in the amount of $10,000 for detention basin modifications. 10. Trees within the street trees easement and any other trees on land that is currently or will in the future become Town -owned land are to be planted in accordance with the enclosed Tree Planting Specifications. The October Glory Maple trees are to be substituted with 4 copper beech trees and 6 little leaf lindens or green vase zelkovas. 11. Prior to commencement of any site work, a preconstruction meeting must'be held with Town Staff. 12. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 13. All easements for conservation purposes, drainage or utilities, that may be required in connection with the approval of this subdivision, must be submitted on standard Town easement form where appropriate, to this Commission prior to filing the mylars and issuance of building permits. All deeds for open space, public improvements and roadways must be submitted prior to request for Town acceptance; all deeds must be in accordance with the policy for accepting deeds and must be approved by the Engineering Department and Town Attorney. 14. Footing drains are required for each house. Prior to the building of any structure on a lot, a topographic map, drawn to a scale of I" = 40', shall be submitted for each lot in the subdivision, showing proposed contours, elevations and the location of the footing drains. No building permits will be issued until the proposed contours, floor elevations and location of footing drains have been a(jlswvr 1 by the Towii Ei,t;iucar, 15. If, for any reason, finished grading and other individusa lot site viorl; is not completed, the Town Engineer shall determine the amount of a cash bond to ensure final grading and site work. This cash bond must be submitted prior to issuance of a Certificate of Occupancy. 16. Quantity estimates must be submitted to the Town Engineer (on the enclosed form) for the purpose of determining subdivision bonding. All bonds shall conform to the enclosed bond policy and shall be posted prior to filing the final plans in the Town Clerk's office. If the developer chooses to submit a Letter of Credit for a one year term, said Letter of Credit must be renewed on a yearly basis until completion of the development. If a new Letter of Credit has not been received within 30 days before the expiration date, the Commission may, at its option, call the Letter it is holding. 17. In accordance with Section 5.C.I.c of the subdivision regulations, a fee in lieu of open space is required. The fee will be ten percent of the fair market value of the property prior to subdivision approval. This fee is payable on a per -lot basis, at the time of initial conveyance of each lot. The applicant must provide, with the Commission's agreement, an appraiser to determine the fair market value. 18. A waiver of cul-de-sac length is hereby granted in accordance with section C.3.c(I) of the subdivision regulations to allow the cul-de-sac to be 760 feet in length. 19. A drainage assessment fee in the amount of $550 shall be submitted to this Commission. 20. The Town Engineer's review comments dated July 24, 20M, must be addressed to the Town Engineer's satisfaction. 21. The Fire Marshal requires a fire hydrant by lot #2. 22. Stop signs and stop bars must be installed at the end of Copper Ridge and at the end of Nancy Drive at Dawn Drive. 23. No building permits will be issued until all modifications have been complied with, and the final plans have been filed in the Town Clerk's office. After mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Cleric by November 6, 2006. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Sincerely, Patrick Kennedy, Chairman Planning and Zoning Commission Enclosures cc.- Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Board of Education Attachments: Deed/easement policy Bonding policy Quantity Estimate Lighting policy a <�•µN SCR 1540 SULUVAN AVENUE - SOUTH WINDSOR, CONN. 06074 AREA CODE 8601644-2511 July 31, 2006 Arrn,<+ Kpnev RSIC-{Ce1k0, InC. 17441rllhjton Road South Windsor, Cr 06074 Ire: Copper Rite South WirXisot•, Cr Dear W. Kelley The South Windsor Water Pollution Control Authority, at its regular meeting of July 18, 2006, approved the A►1f1n1raFlflll RC f1MPCi�iltKi/t fnY Pl\T\e1GM'I7�nff to 4tn Yn.tm n ..,...•....., aR..- ..ram La_ _t wry. .. .... \......,....,...,, evr wrrrsa.wv\■ w ire. {V\iii.7 �Gi'YE"1 Ac„jC .>r..Kcllr Itm tZuwtt Rut resweawf subdivision/resubftsion trued on Copper Midge, South Windsor, Cr as tniom wily shown on putts entitled "RSK-Kellco, Inc., Copper Ridge ire -Subdivision, Copper Ridge, South Wkisor, Connectic te, Prepared by Design Professionals, Irtce, South Windsor, CT. Sheet No.: S/7, "Sedimenatatlon & Eroslon Control l5an" Job No.: 2285, Drawing No.: 22855-es.dwg, Dated: 06/20/06, with no revision date. Also, Sheet No.: 6/7, "Plan and Profile" Job No.: CBS, Drawing No.: 2285 6plan-profllerdwg, dated. 06/20/06, with no revision date; and Sheet No.: 7/7 "UetaW, Job No.: 2285, Drawing No.:.2285 7-DETAIL5.dwg, dated 06/20/06, with no revisio►i dates. Approval is subject to the following condltions: 1. Final' approval of the Planning and 2on(ng Commission. 2. Should there Is any major dwige to the sewer plans the applicant needs to come back before the Authority 3. Technk21 appnonrat of the Town Elx~ng Deparbnent. 4. Final Audwrihi approval and aa:epUm of the sanitary sewerage connection will be given once the sewer line has been Installed and Inspected by the Town staff, and based upon the written verification of the Town staff that said Sanitary sewer tine was installed in substantial conformance with. the design plans approved by the Authority, and meeting all Town regulations and appropriate technical speeifications relatitrg tD sanitary sewer ego bixtion. "i'hls apprmal.kAW must be superimposed on the. final approval plans. Very truly yours, Joseph). C:adno, Chairman Water Pollution Control Authority JC:ead Cc: MIc eel J. Gantick, Director of Public works 3W Doolittle, Town Engineer Marcia 13anach, Director of Planning cl'a vise ;, c t r i iuliaiie ly ai },e earl 0 APPLICANT&W-NER RSK- KELLCO, INC. C/O BRUCE KELLEY 1744 ELLINGTON RD SOUTH, WINDSOR, C'T 06-07A OWNER PARCEL: 24-• 137 RO'T PASTUlA V{ VVV/Y " 1. UNLESS OTHERWSE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE ALL EXISPRIG T UTILITIES SHOULD 8E FIELD VERIFIED PRIOR TO CONSTRUCTION, BE FIELD VERIFIED ; 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO3 CONSTRUCTION.IN 3. THIS PLAN IS INVALID UNLESS IT BEARS THE `IMPRESSION li OFTHEPROFESSIONAL ENGINEER/SURVEYOR. REVISIONS i I� GRAPHIC 5�,�,E �� 0 20 ,w ao �. II Tel. 860.291 • 8755 Fax 860. 291 • 8757 I I I civil engineers • planners • surveyors landscape architects • gis • gps 4:?5 Sullivan Avenue, South Windsor, Connecticut 06074 � j� ��/J' !i-ea a D RGO V n ry L TTBEEMO! LVJ �Yf ( Let PREPARED FOR: SHEET .. RSK . E'LLCO INC o %� ,([�� c�0�IPIER R UDGE I SOUTH WUNDS(D Au�v RCw®NMCTUT 1 i' ( FEET t) i� 1 IIICh = 40 >t DESIGN.' GBS DRAWN' JA. !/ RAM9 / CHECKED: D. LRG/GBS t 08-22-06 PER TOYM APPROVAL JAU JOB NO.: 2285 DATE. 08502106 NO. DATE DESCRIPTION BY DRAWING ND : 2285_3-4_ /o t- to o. dwg ¢ h, N/F �►� BENOIT & SOLANGE Qt LOT 53 QUIRION S7°"£ WALL 1 TS N01. 352 PG 276)NIF STING RCP %ITM EUGENE & B R A LAVOIE d (VOL. 62B PG. 05J) STONE wacL dNTAftV STING WV£Ri5 NT. W/F / N� SNET 92 � / MARIA KARAN/KIS &w6w MARK / y �' W/F t2 Gwo, 9378 / / \ ` W/F 2 °' 40 0-9 PRPP-, STOP SIGN / P� W W/F /F14 / °�06 jjj ' , SFOP BAR/oz �F 1s wr#1 � z' 1 W/F,f1J W F 18 1 , 30,69J S.F. 114 EASEMENT IN FAVOR W/F,pJ7 r} / ' ` 1 INN: k06.0 ' 4 N/F } 0.704 AC. EX cB �2�� - q�y / ' X OF CONNECTICUT LIGHT & INV; 98.0 WjF 0 V � ' � _1QO` / � o' / �<lL"" TONY SHAO MING & 90 r, s1. so t j O ' 1t•s> os POfffR (SE£ VOL. 285 PG. 157 1NSTALI - _ KlF S i ' �"�,'' .. NS`TALL ,' �(30� RCPo):86.s5(W) Wl\ ' Ili I_ ' ��(15" RLY�):8&5! AND MAP REF. ¢3J / R(NiFNT 1 , ' _ { _ 4 ` ` RODENT ° -ap�b TOUCILI FEN LJU ° , a r °. .>,, U + ++/ � •+ N �� I FLO' PVC).•89.2/ 0 SCREEN ' , ' U - Wjr fio r / , = � y' / , � � SCR EN , � � o�vr r r��[ y1fVC (Vm. 1798 �(i. 015) FL(1e' RGP): ee.21 ROBERT E. & DE80RAH PROF r AUKERMAN r F / _ ' 8C'�A34rN) + P �� \ r ' c --"" `l\ I 19� tz(a avc): e311{s> LOTS TO BE COMBINED , • o , • , • ��` + LAW " PROPERTY LINES TO BE ' , S16 iF s3�22 �¢• EXTINGUISHED_ FL(ro' RCP):8r.12 - Rom_ y� 1 ai, r /✓� 100 fy INV T02.0 i0 \7-lNV:1�5.0 fL(2f' RCP):87.f7 18" q !y r L/NITS OF CAS £ASA4ENT / IN ALL ` / 't 04_ INSTALL , , ' / ' / ' 4 7� +` SAWCUT -94'' , /' e (SEE VOL. 288 PG. 326 / / / 1 RODENTAND MAP REF. f2) //CREEN c� l SCREEN' o ° / �,R�encPA aMcGr �*R"'ENT �.y i A14. '10r'3. CB TOPS TO NEW ELEVATION / /,��/ EX \ -s8, / X1SrIN ✓ ~- 9 19 9 , ,' ° , ' 37,962 S.F. . ' . ' /� • 1 $ +1 PROP. STREET SIGN . o sy D _ - 288. �+ /„'/ FL(1e• RCPf 8839rNE - ' 0.871 AC. 35„ 413 S.F. P $ +t} 1 FL(19`RCP):Be.39(K -~ C _ ° 0.812 AC. G R••'11 ,' ' ' ' 6) PROP. TREELINE °' Q�•• � '10� ' ' , % �� 1 1j} o • , / ��•�\N ,�/ , / .ca r .c� ��• 23 526.F. sN£T J } 4rlY / FL(18 RCP).•ea. 06(N) - Y /� �A 4 SA ' + �. i - , FL(15" RCP),-87 s(NW) 100 ` O • ,% ,O9CT o . , , � . ° ,'< ` } ,�J �_.- 1 �� 0. 540 AC. ' I ' } AHEAD" Lr FL(15" RCP):8e.•T6(SEJ 1,50 S.F.�,� N SIGN rF.96.75 rl / 81 / - \ J�� c� _ '' Tl ° ° /� r �1 ''' r• / e/'! ' , / ° °� ° / P I ! \+ I 1 } FLre?t�J.8660(,V) �c \O Pry): am fL(4" Pt�):90.61 SUBJECT TO POSSIBLE ire S�� O FL(s" at). soar RIGHTS (SEE VOL. 288 PC. 31. EASEMENT IN FAVOR CO \ ' ° ' ,' / ° •��v•33 •' / / /°, ° C13J #✓�pp /t + r } ADDITIONAL R.O.W. TO BE OF CONN£CTICUT LIGHT & / / a P011CR (SEE VOL. 285 PG. 157 8' STOCKADE \ �° ` -104' .106� ' �S �15.5� , �/ ,' ✓ Y - -- } CONVEYED TO TOWN AI SOUTH - _ J - - / ✓� 8 35 / WINDSOR BY QUIT CLAIM DEED AND MAP REF ,�'3) _ _ _ N/F ROBERT & ALICIA N. C �S T. GOSHOIG/AN , G1 . ' l .11 Z.50 �� S 10 •5 �' ,' / t + AH 9 ++ (VOL. 290 PG 050) III 1S7A1L r'REC S/G i iWALL�-�6 RETAINING � �� � � .� / , � r I ✓✓� � i r � � 1 4 +I R.O.W LINE AND S1DEIYA�LKN FF : � 4 4 �' pRAM7NGS TO BE APPROW v S :103.5 1 BY T04i 6 NfO R I'R0 0 - ."' 1 o, s'fl n aRruR To coN >RUcn _ _ �.. _ - „o Y• �' ' ,,•,.,. ' ,' Ov EXIS77NG SHED P ""- H �/ ° ° • 1 1 = (Li ,Q } (SEE NOTE #5) \ 1 r 315) p �1 DAVID & LAURA KOSS A-,r" �. ' FY' �11.5 \ ` \ 8,259 S.F. �, a (VOL. 1289 PG. , 7 ` 51NN F NOTES: \ r, Nv� )� 10• \ 648 AC. I �, � tl � � � A1�• 119 5 OP. TREELINE 1. LIMITS OF CLEARING SHALL BE I GAR' 110 COINCIDENTAL WITH PROPOSED TREELINE. r / : ' \ ''� �1k.r- '� 1O0' 5 ` - J �} ' O 118 ` �- - - SN 91 1 LEGEND 0 IRON PIN TO BE SET 4 EXISTING IRON PIN ■ MONUMENT TO BE SET EI EXISTING MONUMENT `Cb EXISTING UTILITY POLE _ =M= = EXISTING CATCH BASIN AND PIPE -- -- PROPOSED CATCH BASIN AND • PIPE PROPOSED STORM MANHOLE EXISTING SANITARY MANHOLE AND PIPE PROPOSED SANITARY MANHOLE AND PIPE s PROPOSED WATER MAIN AND HYDRANT _ EXISTING WATER MAIN AND HYDRANT --R.L- ROOF LEADER - S - SANITARY LATERAL - w - WATER LATERAL --- F --- FOUNDATION DRAIN Q.-.0000. STONE WALL - HO- - EXISTING CONTOUR --j3%3-- PROPOSED CONTOUR xu7.00 EXISTING SPOT GRADE xal�oo PROPOSED SPOT GRADE a� SURFACE DRAINAGE FLOW DIRECTION ^^ ^^^r EXISTING TREELINE PROPOSED TREELINE PROPOSED PROPERTY LINE ------ EXISTING PROPERTY LINE - - - PROPOSED EASEMENT BOUNDARY - -< REGULATED AREA • • ` INLAND WETLANDS --- -- - --• ROAD UNDERDRAIN u x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE I� INFORMATION. ALL EXISTING UTILITIES SHOULD �I BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD i BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. l 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. 4 08-22-08 3 08-07-06 2 08-03-06 1 07-13-06 NO. DATE REVISIONS GENERAL PER TOWN APPROVAL GENERAL PER TOWN COMMENTS DESCRIPTION JAU JAU JAU RAM BY 10-- to GA •9?,3 G -~ �,00x 1>6,� 728 S•F9�D 1 ° a TQ , ✓✓ r 1 , - r oN nzuTom 774 ��w•11� - - - 8 0 0.6`13-A R c. EA NIF ,( , ' .5 ' ' , + ' 1550 - - cN BLIND BALDING & ELVIRA c , ' , �� ;118 - _ _ _ _ t + ��' _ - - - - - - - - •'� OR/bE =CH MARK ° 115.00 1 I , - - , �� ' AHEAD"� MCN. W/b H. SCHIAVONE '\ 21,610 S.F. •�'""'' 4 (VOL. 515 PG 305) 115.00� r 0.496 A _ 1 1} �cet� »�27 -- SIGN _Sy-- PROP. TREELINE �,,...•�►''" - 1 APPROX. `� GN fU5100 MICE I y, 27,291 S.F. /' _ LOCH noN c� G_ --- �-G Ex. ce 0.626 AC. / , - _ _ _ - Sn _ OF SHED - {-^'"Jr� TO 8E REMOVED "Pik; RCP 7F 115.73 " --- 4 _ , _ (2 �• t ` ` ` 11 ' FL(15" RCP).- 111.32 t� _ - 11 FL(18" RCP).- 111,33 36,779 S.F. {t -»�c. _ _ _ f .� 20,466-S.F._ / 0.844 AC. I 0.469 AC. �• R� PROP. TREELINE iN/F i EX. CB � _ v MAR77N J. & DEBRA A. nT:• 114.74 N/F N/F- ROR/ I " ++FL(la" RCP 110.24 MICHAEL & CAROL YN A. , �.- _ - , i 2 - ' ` KAREN WETHERELL & (VOL. 974 PG. 183) 11�; CALDERON "`.-"-c AO R' _ - ROGER & ESTER LAVOIE A (VOL 1687 PG 171) f - (VOL. 1591 PG. 32) b �+ DONALD J. & NANCY M• PAPRIAN ' + (VOL 268 PG. 139) 1 N/F NAZMUL A. & SHAN/NA A. FAROOOUE (VOL 1246 PG. 100) N11F N CARLOS Q & MAR/A D. MICHAEL B. & JEAN M. PEREIRA DOMES (VOL. 844 PG 241) (IR0L. 472 PG 594) P FOR BOUNDARY AND TOPOGRAPHIC INFORMATION SEE SHEETS 2 AND 3. NOTES: 1. ON LOTS 7,8,9,10&11, THE INTENT OF THE APPROVED GRADING PLANS IS FOR ALL DRAINAGE FROM ROOF LEADERS TO DRAIN TO THE COPPER RIDGE DRAINAGE SYSTEM. Tel. 860.291 • 8755 , Fax 860.291 • 8757 I 4o GRAPHIC SCALE j I n I T®D � A ��� D Pd {I7� e ( IN PEEP) civil engineers DESIGN. GBS DRAWn/ JAU/RAM CHECKED. GBS i inch = 40 it~ � engineerspAann®rs surveyors !!ar>,ciiscadoe arc9zitac�s 0is • fps I�OB NO.: 2285 DATE 06/20C/06 425 Sullivan Avenue, South Windsor, Connecticut 06074 I� DRAWING NO.: 2285 3-4 f7/Oi-t000.dwa � PLIGANZ/QWNER RSK- KELLCO, INC. OWNED C/O BRUCE KELLEY 1744 ELLINGTON RD ARCEL: 24--137 SOUTH WINDSOR, CT 06074 ROSE PASTULA PHONE: 644--8761 889 PLEASANT VALLEY RD FAX: 644-5650 SOUTH WINDSOR, CT 06074 PREPARED FOR: SHEET SKWELL CO' INC, ZI DETENTION BASIN CONSTRUCTION SEQUENCE NOTE: ITEMS 1-3 TO BE COMPLETED PRIOR TO START OF CONSTRUCTION ACTIVITIES ON SITE. 1. INSTALL HAYBALES AND SILT FENCE AROUND BASIN OUTLET STRUCTURE. 2. CLEAR VEGETATION AS REQUIRED, INCLUDING ALONG 10' GRAVEL ACCESS ROAD / TO LIMITS DIRECTED BY TOWN WETLANDS AGENT. 3. INSTALL HAYBALES AND SILT FENCE AT BASIN INLET. DO NOT PROCEED WITH ADDITIONAL WORK WITHIN BASIN UNTIL DETERMINATION HAS BEEN MADE BY THE ARMY CORP THAT A PERMIT IS NOT REQUIRED, OR A PERMIT IS ! '— `' -�" 81,6 S REQUIRED AND HAS BEEN ISSUED. 4. INSTALL STONE BERM AROUND BASIN OUTLET STRUCTURE. �g1,29 5. EXCAVATE AND GRADE FOREBAY AREA. INSTALL RIPRAP AND SILT FENCE AROUND FOREBAY. 6. EXCAVATE BOTTOM OF BASIN TO PROVIDE GRADUAL SWALE WITHIN BASIN. INSTALL �' �/ g'3 24 80.00 BERM, NATIVE TOPSOIL AND STABILIZE.+� v 7. FILL IN EXISTING CHANNEL AND DIVERT FLOW THROUGH SWALE ONCE STABILIZED OR / / ! AS DIRECTED BY TOWN WETLANDS AGENT.P 8. TREAT EXISTING INVASIVE VEGETATION WITHIN BASIN AS DIRECTED BY THE TOWN WETLANDS AGENT. /g2 ! �> ��� RG 35 9. REMOVE EROSION AND SEDIMENTATION MEASURES AFTER BASIN IS STABILIZED. / ! --��� 7g 10, PROVIDE NOTE WATER MQUALITYAANDRE NDETENOT TIOINTFORED BSTORMYRUNOFF FROM SCORP, THEN A IIDESIGN WILL BE REQUIRED TO �Sq--�86�- / �V; SILT FENCE (TYR) 0 STONE BERM3 \/(0 5,1 , (OFF nFTAII 1 \ I 84, 4 X81,6 4� X82,5 _ / ' �' / z 82 , I 1 100, I l ' X�Tj i 0 jX81,05 82 °o \ \ > I C \ r�'SCEX83,2 SALES AD .S7 H A\( ( r�— / �7 87,2 o \X85.0 82,0 r -4ft��' r S \Pic � 1 97 b \ 5 �4 X) ql 12 "--6" OD. IPRAP \ 2' ON 6( G AV( BASE \ X84.4 \ 8 \ / X8 482 X92,4 Ex. cl? \ /' FL (24 "' RCP).- 84. 26(W) "90 IV -E 11'1 NXN Cy LOT 66 11011 4 ' 6 \ 2 6" RIPRAP 2 T 1 1 1 2, LEGEND — 140• — EXISTING CONTOUR --L383-- PROPOSED CONTOUR xn7m EXISTING SPOT GRADE = PROPOSED SPOT GRADE a— SURFACE DRAINAGE FLOW DIRECTION p u 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE REVISIONS INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3 08-22-06 GENERAL JAU 2 08-08-06 PER TOWN APPROVAL JAU 1 08-03-06 GENERAL JAU 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY EXISTING " HIGH X 36" WIDE O IFICE am* It a LOT 54 PROPOSED 36" CULVERT END _REPLACE EXISTING 24" RCP WITH ��r• MAINTAIN EXISTING INVERTS AND ALIGNMENT. REPLACE EXISTING " RCP WITH 3O" RCP, MAINTAIN EXISTING INVERTS AND ALIGNMENT. FOR EXCAVATIONS LESS THAN 12' BELOW EXISTING GRADE, EXCAVATE TOPSOIL TO FINAL GRADE. CONFIRM MIN. 6' OF TOPSOIL REMAINING, zZ112" STONE -- 80.40 T STONE BERM DETAIL 12, N TS TF= 83,86 ,qm 9 p9mid FILL IN ORIFICE WITH CONCRETE MASONRY UNITS (MORTORED IN PLACE) TO FORM 14" HIGH X 14" WIDE ORIFICE TNT/. nI IT.= Rn ,�ci EXISTING DETENTION BASIN OUTLET STRUCTURE N,T.S. FOR BOUNDARY AND TOPOGRAPHIC INFORMATION SEE SHEETS 2 AND 3. GRAPHIC SCALE 20 0 10 20 40 IN FEET ) i inch = 20 & EXISTING GRADE --_ ---.. PROPOSED GRADE LOT 5,3 BENCH MARK CONCC, MON. WIX— ELEV=93.78 ,� 6" P•R OK, -STOP SIGN STOP BAR \-vim FOR EXVAVATIONS GREATER THAN 12' BELOW EXISTING GRADE ,��� ♦ ` 9 \ _ EXCAVATE TOPSOIL & SUBSOIL TO MIN. 6" BELOW FINAL GRADE. �"V STOCKPILE AND RE -INSTALL NATIVE TOPSOIL_ (MIN, 6") TO � FINAL GRADE, EX. C8 ♦ ♦ \ �'�%�� BASIN EXCAVATION DETAIL FL(30 RCP) 86.65(W) \ x� .i C, FL,130 RrP) RR .9n/F) /� c>> t; �� \ . li (�' V/ APPLICANT/OWNER RSK- KELLCO, INC. OWNF,R C/o BRUCE KELLEY - 1744 ELLINGTON RD PARCEL: 24-137 SOUTH WINDSOR, CT 06074 ROSE PASTULA PHONE: 644-8761 889 PLEASANT VALLEY RD FAX: 644-5650 SOUTH WINDSOR, CT 06074 Tel. 860.291 • 8755 PREPARED FOR: SHEET Fax 860.291 • 8757 w/tG U i��� ��� �� 9n IHlt�i U lGll� RSKWELLCQ. INC. civil engineers • planners surveyors DESIGN.• GBS DRAWN JAU/RAM CHECKED. G8S C®PP o R ' RIDGIE landscape architects • gis gps ✓08 NO.: 2285 DATE 07113106 tttt�� 425 Sullivan Avenue, South Windsor, Connecticut 06074 DRAWING NO.: 2285 3-4_D/Of-t0D0.dc�va ®��� �*�®u� CONNEC 'nCUT II INDIVIDUAL HOUSE CONSTRUCTION SEQUENCE: 1. THE SURVEYOR SHALL STAKE -OUT THE LIMITS OF CLEARING AND GRUBBING. 2. INSTALL ANTI -TRACKING APRON AT ENTRANCE DRIVE AS SHOWN ON THE PLANS. 3. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AT LIMITS OF CLEARING AND GRUBBING. MAINTAIN ALL CONTROL MEASURES AS CONSTRUCTION PROGRESSES. 4. REMOVE TOPSOIL FROM AREAS OF DISTURBANCE AND STOCKPILE IN THE LOCATIONS AS SHOWN ON THE PLANS. RING SOIL STOCKPILES WITH SILT FENCE IMMEDIATELY AFTER CREATION. ESTABLISH VEGETATION ON SOIL THAT IS TO BE STOCKPILED FOR LONGER THAN 30 DAYS. REFER TO SEEDING SCHEDULE FOR VEGETATIVE COVER OF DISTURBED AREAS. 5. CUT AND FILL ALL AREAS OF CONSTRUCTION TO SUBGRADE ELEVATIONS. IMMEDIATELY STABILIZE SLOPED AREAS WITH HAY MULCH OR BY HYDROSEEDING. 6. START CONSTRUCTION OF HOUSE. 7. INSTALL BERMS/SWALES TO DRAIN DISTURBED AREAS TO UNDISTURBED AREA . PROVIDE SETTLING BASINS FOR CONCENTRATED FLOWS AS REQUIRED. 8. INSTALL UTILTIES. 9. PLACE PAVEMENT, AND LOAM, SEED AND MULCH OR HYDROSEED A CORDING TO SEEDING SCHEDULE. AFTER STABILIZATION OF HOUSE LOT, REMOVE ALL EROSION CO TROL MEASURES. LOT 53 6" RISER (SLOTTED PIPE) TO BE WRAPPED �WITH LAYERS OF MIRAFI FABRIC SECURED WITH A LAYER OF HARDWARE CLOTH OR SIMILAR MESH TEMP. SEDIMENT BASIN 3 " WRAP GRATING FILTER FABRIC W. /8 PEA STONE / DETAIL SEDIMENT BASIN B£NOIT & SOLANGE AROUND PIPE ADJACENT TO CATCH BASIN QUIRION N TS (VOL. 352 PG. 276) SOIL TYPES ON SITE: Symbol Soil Name 28B Elmridge fine sandy loam, 3 to 8 percent slopes 29C Agawam fine sandy loam, 8 to 15 percent slopes 232B Haven -Urban land complex, 0 to 8 percent slopes 236B Windsor --Urban land complex, 0 to 8 percent slopes Note: Soils noted are from the Web Soil Survey by the United States Department of Agriculture Natural Resources Conservation Service http://websoilsurvey.nrcs.usda.gov/app/WebSoilSurvey.aspx and are approximate. STONE-24" . l SEDIMENT BASIN T RCP yy� (T�`P) EUGENE & BERTHA L.AVOIE WALL TAIN G INVERTS "(VOL. 628 PG. 051) STONE Si1N T. ANTi-TRACKING APRON W/x Ij1 i 6"-2" STONE OVER � i SNET 92e FILTER FABRIC / N/F ' ` / MARIA ICA•RANIKIS BEN01 MARK / / - - .� W {Y/F 20 cowa ANON /1J.4 aEV-=78 ` W/F 2 , 40' , �o 'C. P,RQPf SabP SIGN A�` / ' &,=P BAR c / // W/x P9 W� 30,695 S.F. •, W.V,- -�qs�, / /� EASEMENT /N FAVOR / ,�4 \ `. -96- - - W/F'�� W/,t �/7 W/F 1j18/ -,INV: k06.O ' ' ' N/F Fx CB 9iti OF CONNECTICUT L16HT & INV:98.0 W '� 0 0. 704 AC. / .11 TF.•9C 0 lrj'� r C8 POWER /F ^ - - _ _ - K/f 5 r - --100,- ' IDIS`TALL ' , TONY SHAO M/NG & WE/ I TFsr.os (SEE VOL. 285 PG. r57 INSTALLr , FEN LIU r c -' RODENT PrP. TREE NE (VOL. 1798 PG. 015) LEGEND f2(J0-aLP}:8B.s5(W> +� r `�j� \-a(15'RCPJ:SB51 AND IdAP REF. ors) RODENT �' - W/F �*16 � --� ,' �Cy, ,' SCR EN 111 12(JO" RCP}:68.90(£} � + .( 'C� � � � l FL(4' P4C):89.2f , - � .r. •-- .£x ce SCREEN �>\ -- , 's>�2 , �0 SiLT FENCE HAYBALES ' + ' I h"92.78 A'/F _ _ F a , , , ' / / EX. SIH t % - ' Fc(18- RCP).•88.21 ROBERT E. & DEBORAH,' rF..92.84 + L• 1 AUKERMAN 102^ _ SOILS + I �'_ , R(8PVC),77.J4(N) t +� �P �� �\ r r SILT FENCE (TYP.) I I�'/f.rn / - - ( ' ] FL(8 PVC): 60J4(W) , �' _ �\ - .` i ' t , t O j T EIVIP. SEDIIVIEN I BASIN j Fc(B Pvcj:83.J4(S) + 1 \� , i �y 1' / 1 7 SILT FENCE'(TYP.) SILT l EENCE (7YP.) f (SEE DETAIL) j RJ8'PVC).•83.14(E) / 0 1 0/ / �0 / I - , , / i , �f! FL(JO" RCP).'87.12 ��i �\. /, O(7 INV• 1`02.0 l / IPIVr 11)5.0 Fc(?4'RCP);B7.47/ ' �-R �. ,• 1 ��\ t L/,1/ITS OF GA515,8f£Nr / ,•.� �••'+� ' 1 IN ALL ` �/ '104� ^INSTALL SAWCUT (SEE VOL 288 Pa MAP REF ` 2 326 / / f '° ` / , ROENT RODENT REMOVE PAVEMENT �� r r' : * ::..: •• �, -� > / 1 `� ;' _SCREEN ' ' '1 SCREEN ' �p k { / % N ♦ �, REGRADE - RESET / '� , // `�♦ ' ' ♦ ` / ` % / o���i „+ ♦ .� Irl I CB TOPS TO NEW r,' �� �♦ •� + :: \ / / I 1 g�' ' '� n` '` ♦ ' c� ELEVATION / / / PROP. STREET SIGN --"Ex. ca9c��` I ,� % /„' FL(16" RCP).8839(N ♦\ / - " 0.871 AC. 35,413 S.F. R. 1, + � +i , r + (18 AC. GQ rL' ♦ % 9,SJ j PROP. TREE .i �Q� 9 �4� ,' 2 , ,� ' a p / o 'A I ��08'RCP):88.JY(W)- 0.812 17,1 ' Q� 1 1 ,�/ , / T , A-\ Gy ' 23,526 F. I orr/f l FL(re rtcPJ:Baas(N) ♦ �; �� �� ... I ' , y. I NEr 3 Syr j' Fz(24" RLP).87.76(SW) a♦ 100 SE O 7 > > 0.540 PIC. ' I "Stop l/ / !1% Ft(15" RCP):8828(NW) _ _ , \ 70 9 31 501 S. , ' ' ' ' `r �S Ca 1 i AHEAD" fl(15'RCP).8d1J6(S£) 18!TRE£ _ �., T ° �' I I 8dJ8 , O ' / �`' � SIGN CONSTRUCTION SEQUENCE: EX. SAW I FL(r8"RCP}.B99r(w) 1. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR AND THE OWNER SHIiL '�� � Fz(r8` RCP}.•90.11(E) _- --- ---- F � ♦ . ' , ;: r + PRE -CONSTRUCTION MEETING WITH THE TOWN OF SOUTH WiNDSOR. FLL(81P11C)•866O(N) ............► . ' , CO + • `$ I Ft(8 PVC):86.65(S) FL(4 Pt40):9Q6r SUBJECT TO POSSIBLE Si � \ l� }•� , I 2. THE SURVEYOR SHALL STAKE -OUT THE LIMITS OF CLEARING AND GRUBBING. f ' FL<s" aL '9°J1 RIGHTS (SEE VOL. 288 PG. 32 >\ I ' 33 'ti•' ' ' ' / � !• r 3. INSTALL ANTI -TRACKING APRON AT ENTRANCE DRIVE AS SHOWN ON THE PLANS EASEMENT IN FAVOR ,{� E ITEM\ �OS ,' , ,' CO ,' �� fo ' ADDITIONAL R.O.W. TO BE 4. THE CONTRACTOR SHALL COORDINATE WITH THE PROPER AGENCIES FOR RELOCATION �OF coNNEcncur L/GHr & x --CON 7RUC ION ' rjM�i( / / ,CONVEYED TO TOWN OF SOUTH OF ANY UTILITIES OR SIGNS. ' POWER (SEE VOL. 235 PG. r57 6' srof£ D£ NCE ,106' 8 I 1 • Gj0 \� , �% ✓tom 118.35 r +o s Y WINDSOR BY QUIT CLAIM DEED 5. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AT LIMITS OF CLEARING AND MAP REF. //3) / _ _ _ _ _ _ - -104' Nv G AK•• 16 50 oo `� •- -' , 1 AND GRUBBING. MAINTAIN ALL CONTROL MEASURES AS CONSTRUCTION PROGRESSES. N/F - 6. SEE DETENTION BASIN CONSTRUCTION SEQUENCE. ROBERT & ALICIA N. - C - �^ \ gs T : O /�G� 17 • GJO /' /' / ,' / r / I 7. ESTABLISH SEDIMENT BASINS ADJACENT TO EXISTING CATCH BASINS. INSTALL TEMPORARY RISES GOSHDIGIAN 1 OR BERMS TO DRAIN TO CATCH BASINS. (� O p )-�- % \ 112'50 ,� / FF ,' ' ,'/ / Y7 coNSTRucTiON ENTRANCE 8. REMOVE TOPSOIL FROM AREAS OF DISTURBANCE AND STOCKPILE .IN THE LOCATIONS ALL P ■ :i«.... _ _ 40' , ! PAD ON INDIVIDUAL ANCE YS 'AS .ODULAa V`1: 13 50� - 'f - 0 L ST KPILE SIG Y (DURING DEVELOPMENT OF AS SHOWN ON THE PLANS. RING SOIL STOCKPILES WITH SILT FENCE IMMEDIATELY ArNrN ` (Q �� , ' I AFTER CREATION. ESTABLISH VEGETATION ON SOIL THAT IS TO BE STOCKPILED FOR 'ETwc rd` r5 ' I I r SH D+ :rrlCS EWALK: : ' F F + L2A- 56 �(P7 r ( ✓o 1 I EACH O LONGER THAN 30 DAYS. REFER TO SEEDING SCHEDULE FOR VEGETATIVE COVER OF I Br / B (��Y� 103.5 cp C/ 90 DISTURBED AREAS. Otvr NG PRlo aovED 1 V S): 9. CUT AND FILL ALL AREAS OF CONSTRUCTION TO SUBGRADE ELEVATIONS. f � � _ 40 �� , / �ti > •�, , IMMEDIATELY STABILIZE SLOPED AREAS WITH HAY MULCH OR BY,-HYDROSEEDING. 10. INSTALL BERMS/SWALES TO DRAIN PROPOSED ROAD TO UNDISTURBED AREAS. V) C PROVIDE SETTLING BASINS FOR CONCENTRATED FLOWS AS REQUIRED. 11. INSTALL SANITARY SEWER. 12. INSTALL STORM DRAINAGE. INSTALL SEDIMENT BASINS ADJACENT TO CATCH BASINS. (SEE NOTE ITEM 10 � • ' �� 1 ? :• 'N� � A � r i � I i PROTECT TOP OF EXISTING CATCH BASINS WiTH HAYBALES AND FILTER FABRIC AS SHOWN IN DETAILS. , �- COTfSTRUCTiON " 13. INSTALL REMAINDER OF UTiLTIES. SILT FENCE (TYP.) - ' ' \� , :. p �\ 110 SEQUENCE • ' •• , _ 4 r ♦ S• 0 \ { r ` 'I 14. PLACE PAVEMENT, CURBING, AND LOAM, SEED AND MULCH OR MYDROSEED ACCORDING _ •� •<%• ' TO SEEDING SCHEDULE. CONS \ ''.:• ``� . �_ W �+ r 11': r 1 y2Q `�,\ ; I / a TRUCTION ENTRANCE { L � •• ` � l 7 15. AFTER ALL SITE WORK IS COMPLETED, INCLUDING SPREADING OF TOPSOIL AND SEEDING, PAD ON INDIVIDUAL DRiVWAYS o - :>.• . ;.;. 1 ` _ - ^ _ _ _ _ _ - W THE CONTRACTOR SHALL CLEAN ANY SILT OR DEBRIS FROM ALL STRUCTURES AND PIPES. (DURING DEVELOPMENT OF PIPES SHALL BE CLEANED BY WATER -JETTING AS NEEDED AND .CATCH BASIN SUMPS E - ' o - ' ' ��� ''' r �'''• �' r i n I SHALL BE CLEANED BY MANUAL EXTRACTION OR SUCTION LINESN F, AS NEEDED. DAVlD & LAURA OSS �, ♦ 9°' �� r `� I ESTIMATED START DATE FOR CONSTRUCTION - FALL 2006 (VOL. 1289 8,259 S.F PG.15) { �, -•• P B -_ �r f \\ \ 4 1NvCf). 11.5 \ \+ \ r I III 5 ESTIMATED COMPLETION GATE FOR THE PROJECT -SUMMER 2007 1 0 � 19 5 r \ PROP. TREELINE � 11 (SUBDIVISION ROADWAY ONLY) _ '1) _ , \ .•:. ' " + '� `� �10 ` 648 AC. I c� GAR: 110 - \ i""- ,11k -� I G PS3\' 0.5 a +`*1-1 - Sedimentation and Erosion Control Plan , ' 1 1 1 � N ,� o ,.-- � . s , \ 1 Narrative: FF. 1/ , r=- -1-1 SG& CKP 1 \ 1I o 1 , . ; GAS• Introduction: The two sites are located at 869 Pleasant Valley Road in South Windsor. _ �; r 46 F. j 0\N = 8 1 00 I Connecticut, and contain a total of 8.456 acres. The site_`is currently undeveloped and - / 9 116,20 !Ig �rzO_ 91 partially wooded with grades ranging from 2% to 20% throughout. There are currently �""�: ,' ? ' o two sheds on the site. � "� ' ' ` """119, `118- � � i CA 113 r a 6,728 S.F. oa - - - - - - Approximately 1.7% of the site (6414 s.f.) is classified as wetlands. The wetlands are - 1 >\ IO ` , TQ , G + , 115a _ - - I ON TRuc�roN located on the western side of the property. �, 1 ON. : 11� / o ' - o. 0.613 -AC 40' R *" EA " 4 4 J /F 15 1 8 r 11554 \�' - S N OUNo Proposed Development: The proposed development of the site includes an 859 feet BALDI & ELVIRA o F�'• 11 - - - - I / , i ►`��_I_l4�_i_ I I I � -I `�\ II ,' DRIVE" BOVCHMARK P P P P P S I v 00 I , 1 1 _ AHEAD' cavc. MAV w/b y long extension of Nancy Drive ending in a cul-de-sac and :the associated utility C ONE , , 21,610 S.F. I , ' sI� AD" p�V->1z27 construction(I OL. 51.EPG. 305) < ss/eL r i 0.49 - I to service 11 residential lots. i • ''` PROP. TREELINE r � I No wetlands will be disturbed by the construction proposed.; on the site. Approximately • Q ' ' r �, 4o Y' I 7025 square feet of upland review area will be disturbed due to the construction of r ' ,' 115.00 _ _ fFNCERi71L \ /} TOP the proposed houses, grading, and utilities associated therewith. _ ' a \ c I < cn 27,291 S.F. , APPROX. I The ma project r erosion control concern on the t is for the protection of the adjacent �ry 11 ` 0.626 AC. ' , - - _ V, OF SHED c--- - = Ex. ce P j P - - - - TO BE REMOVED i tJ5 RCP TF.• 115.73 residential properties and of the existing wetlands from sediment loads resulting from �` ' ' . - 40' R(15" RCP).- 111.32 additional pavement runoff. Erosion Control fencing is expected to be sufficient to - `- E Ce a(18" RCP)•111.3s protect the adjacent properties from construction activities. The site will be stabilized 36,779 S.F. _list- _ _ 20,4 ~ ~S.e r;• 1s7 „� , l ` ` as quickly as feasible during the construction process. - , , , 0.844 AC. \ �0 9 C. I Pnb - rra � Maintenance & Operation Erosion/Sedimentation Control Systems: An extensive a RY PROP. TREELINE I j yr, / erosion/sedimentation --� I 8'r control pion has been developed as part of the proposed design. y � � � N/F I TF- ce These measures include the following: � i � ` `' MARTIN ✓. & DEBRA A. TF 114.74 1. installation of silt fence downslope of disturbed areas.:. N/F I FIORI 1 FL(15" RCP): 110.04 2. Installation of silt fence around stockpiled materials. M/CHAEL & CAROL YN A.*$ -'' CONSTRUCTION N/F (VOL. 974 PG 183) 11�, F[(1B" RCP). 110.24 3. Seedingand mulching disturbed areas as soon as practical during construction. CALDERON R Y' PAD ON INDIVIDUAL ORIVWAYS KAREN WETH£RELL & ll g P g -�'� Rb 4. Limiting the areas of disturbance during construction (VOL. 1687 PG. n(DURING DEVELOPMENT OF OGER & ESTER LAVOIE1) EACH, Lo (VOL. 1591 PG 32) 5. Installation of construction entrance pads. and sweeping of radways as needed. - N/F 6. Maintenance of the above measures. _ DONALD ✓. & NANCY M. The Maintenance schedule and requirements for the measures are listed below. The \ _ PAPRIAN requirements stated are a summary of the requirements per the State Erosion Control (vOL. 268 PG. 139) Manual. The contractor will be required to meet all requirements of the State Manual. Silt Fence: Inspect a minimum of once per week and within 24 hours of the end of a N F storm with a rainfall amount of 0.5" or greater to determine maintenance needs. NAZMUL A. & SHANINA A. When used for dewatering operations, inspect frequently before, during and after FAROOQUE pumping operations. Remove the sediment deposits when sediment reaches on approximately half height the fence. (VOL. 1246 PG. 100) of of existing Replace or repair the fence within I I moo 24 hours of observed failure. N/F N/F - The project will require Inland Wetlands approval, Planning and Zoning Commission CARL OS 0. & MARIA D. MICHAEL B. & JEAN M. PEREIRA D0WNES approval, and WPCA approval from the Town of South Windsor, Connecticut prior to (VOL. 844 PG. 241) (VOL. 472 PG. 594) construction. The maintenance of the permanent measures will be the responsibility of the property owners. The contact for emergencies during construction would be the owner (RSK--Kellco) or their designated contact (such as site general contractor). u 11 I. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE Tel. 860.291 • 8755 INFORMATION. ALL EXISTING UTILITIES SHOULD THIS PLAN IS FOR SEDIMENTATION AND GRAPHIC SCALE Fax 860.291 • 8757 • FIELD VERIFIED PRIOR TO CONSTRUCTION. EROSION CONTROL ONLY, AND I S NOT TO '° ° 20 40 2. Do 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 08-22_06 PER TOWN APPROVAL JAU �� �`MOL PLM BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 08-OS-06 PER TOWN APPROVAL ,AU g E USED F 0 R UTILITIES CONSTRUCTION. (te r > civil engineers • planners • surveyors DESIGN. GBS DRAWN JAU/x'AM CHECKED. GBS 3. THiS PLAN IS INVALID UNLESS IT BEARS THE 1 07•-13-06 PER TOM COMMENTS RAM1 inch = 40 rt• IMPRESSION PROFESSIONALALAND EORIGINAL SIGNATURENGINEER/SURVEYOR. NO. DATE DESCRtPT10N BY landscape architects • gis • gps JOB NO.: 2285 DATE:• 0612%6 OF 425 Sullivan Avenue, South Windsor. Connecticut 06074 DRAWWNG NO.: 2285 5-es dtv +P APPL,LCANT/OWNER RSK- KELLCO, INC. C/O BRU 4 ELLINGTON RD SOUTH WINDSOR, CT 06074 PHONE: 644-8761 FAX: 644--5650 PARCEL: 24-137 ROSE P STULA 89 PLEASAN VALLEY RD )UTH WINDS R, CT 06074 PREPARED FOR: RSK"-,I 'ELLCO, INC. COPPED RIDGE SOUTH WIIMSORI, tCONM CTIICUT SHEET 5, rA v 128 124 120 116 112 108 104 100 96 EXISTING CB#10 STA:0+23 (31'-R)� TF: RAISE TO ELEV. INV:87.36 (18" RCP) 92 EXISTING 6" MAIN_ (DEPTH UKNOWN) 88 APPROX. LOC. EXISTING 12" WATER MAIN _- 84 DAY77M ELEV 80.00 00 CV C) 4 I o! Ol �l 11 11 U) d �' l • l ZJ w \ O 0041 M PROPOSED RO D CL 5ct w LOT 7 170 50 LOT 8 TOW:118.5 U P I ELEV = 104.01 LOT 9 TO :117.0 LOT 4 TOW.117.0 A. D. _ -3.18 K = 31.50 ' 100. Q VC LOT 10 TOW:114. I + LOT LO 11 TO :111.0 EXIST, GRADE M r VI ELEV = 94.4 c) �' R +�lIP 14 1 7g ° A. D. 2.47 i w w » 1g5 i F 15' pOS o K = 0.52 + I 2• 100.0 ' VC N a > Z_ z N M m ! S"1.9 o PCB 2 03 N 2 ,- I- >: z STA 8+ 0 (13'-R) 9 N + r 0) d N $ oPSMHINV:109.75 h STA 7+90 11050 (15") (6") .3.p� F TF' 117.15 INV. 8" 11220 (15") U V ,+ 9S A N r- o> PCB #3 106.1 6 LA LOTS 5& w t, j �35 o -� ? �. % STA 6+1 (13'-R) PCB #1 pV TF:112.16 ) TF:116. N 0) o ' P 0% 107 0 (6") INV:13 1175 (O (6-) U > U VSTA:0+53 > TF: RAISE (13'-R) 0 ,ELEV p\N z `J PCB #4 STA 6+1 (13'-L) 80 LF 1 " ADS N 12 COV: R '' - TF:112.16 =1.0% Z STA +75 (13' R) STA 4+65 (13'-R) STA 5+02 CB4-CB3 IF: 1 6.46 TF:108.52 TF:109.78 22 LF 15" ADS N-1 INV:102, 15 03.65 (6" PSMH INV-100 INV. 100.50 STA 4+30 TF.108.13 INV.99.50 e. 1 O� PCB #7 STA TA 3+60 i 2+ (13'--R) :106.52 pP� TF.'102.93 NV: 98.80 INV. 98.75 15 Q�pE 99.5 (6") I 98.5 1 (8") I 3 STA 2+ (13'-L) -r EXI S N. PIP TF:102.9.3 EPTH 1510 E U KNO INV.99.00 } I ' CB8-CB7 e 22 LF 15" ADS N-12. - PSMH S=1.1% - STA 0+60 YD #1 r TF, 94.00 TF.105.0 INV SET IN VERT TO IV ATCH EXIS TING INV:100.5 (15") INVERT. CONTRACTOR TO CONFIRM INVERT AT TIME OF CONSTRUCTION. YD1-CB7 } ESMH INV. 83.1 DESIGN ENGINEER TO REVIEWI & INVERTS TOWN ENGI PRIOR TO EER 42 LF 15" ADS N-1 CONSTRUCTION. S=4.i7% rn N rn o 00 a- O,r,° 00 d- 0? rn N �t o� N rn oo rn oo t1' M rn �' s` °r° 00 N u� r- N cfl N cri r f- O� ai (� 00 C�� 00 © o �- o o "-' o o `r' o `0 OO r� O oo OQ Imo. ai O ai �O o '_-Ca N ''O r •- t ,� ,, Oo - ono o a�i Q N �- r� r r� r rO r � ;-- `_' r r `_ r i-- r i- rM r �d i-. rCO `_ C4 Ncc 0+00 0+50 q fl x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. I�;zl• �•i+ .S,z•L REVISIONS 4 08-22-06 GENERAL 3 08-08-06 PER TOWN APPROVAL 2 08-03-06 GENERAL 1 07-13-06 PER TOWN COMMENTS NO. DATE DESCRIP77ON G-t ou )+UU .5+OU JAU JAU JAU RAM BY 128 i // g'1• y' 12 LOT 6 TOW:124.0 `"o S /' '' ��• ©) s CA 1 1 120 �-� �O w ' w w r© g ; !� � o 4 a z I > >' W COVE CA 112 / A N to � 108 / Q 104 ` m�� O / S Qom® ���• S ter \ lY W 100 i 96 ��% 92 0. 0 CD 6 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 J 6 Ito -- � I I Tel. 860.291 • 8755 GRAPHIC SCALE Fax 860. 291 • 8757 40 0 20 40 80 PLAN D �1M a LE PLAN ���� ( 1N FM) civil engineers planners surveyors DESIGN. GBS DRAWN. IAUIRAAf CHECKED: GBS 1 inch = 40 ,;, landscape architects • gis gps JOB NO.: GBS DATE.• 06120106 425 Sullivan Avenue, South Windsor, Connecticut 06074 --- -- l; _--1 DRAWJNG NO.: 2285 6o/on-nrnfm- Hwry APPLICANT/OWNER RSK- KELLCO, INC. C/O BRUCE KELLEY 1744 ELLINGTON RD SOUTH WINDSOR, CT 06074 PHONE: 644-8761 FAX: 644-5650 OWNER PARCEL: 24•-137 ROSE PASTULA 889 PLEASANT VALLEY RD SOUTH WINDSOR, CT 06074 PREPARED FOR: SHEET .R SK-KELL CO. INC. COPPIER IER REDGIE SOUTH P"q CONMCTffCIt;7T 0 ru+cLe� 1. SET POSTS AND NO.S' UPSLAPE EXCAVATE A O'x6' TRENCH 'x FOR STA$LITY POST 'S'� nxm POSTS. SILT AtaD- FENCiNa I_ A YG r1. r 12" LON. 3, ATTACH FN.TER FASM TO FABRIC IT�OiWOODEN TRFI POSTS AHo EXTEND TO THE 2. STAKE 7HE SILT FENaNO TO THE END OF THE POST ♦, SACIMM THE TRENCH ANO OOWACT THE EXCAVATED $04 CONSTRUCTION OF SYNTHETIC FILTER BARRIER N.T.S. 131313 01313 e nnn¢�nveT' 13 013 13 rb6" CT D.O.T. 2" STONE TO BE PLACED ? OVER FILTER FABRIC MATERIAL 131313 13 0 o f 0 C2 0 0 013SEE SEDIMENT AND EROSION n 0 M 0 10 0 e- SHEET FOR PAVEMENT WIDTHS I:& 3l L` y" 131313 CA C3 ESt3SS ®i3 0130 CA a 13C1 CAC3amm m rN EDGE OF PAVEMENT THRU STREET ANTI -TRACKING APRON N.T.S. FLOW -� HAYBAIE INSTALLATION AT CATCH BANNS N.T.S. B CONCRETE OR BRICK INVERT B FLOW STORM SEWER STRUCTURE FLOW WITH TWO 2"x2"x3' IN EACH BALE 14"X10" FORGED ALUMINUM SAFETY RUNG MANHOLE STEPS 16"O.C. TOP STEP TO BE V BELOW FRAME SECTION A -A 4" STANDARD M.H. FRAME AND COVER -T ADJUST TO GRADE WITH MAX. OF FOUR COURSES OF CONC. BRICK oW 1 2 PRECAST REINFORCED 16"TYP CONCRETE MANHOLE ECCENTRIC CONE 1i:ALUM, • STEP l REINFORCED CONCRETE �I MANHOLE SECTIONS MOTH aII "O RING" JOINTS i i T 5" o a A4'-0" DIA A REINFORCED CONCRETE F MANHOLE BASE FLOW �tt _i7 CONCRETE OR BRICK MORTAR INVERT 6" 3/4" CRUSHED STONE FOUNDATION SECTION B-"13 REINFORCED PRECAST CONCRETE MANHOLE not to scale GENERAL NOTES: 1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR STANDARDS AND SPECIFICATIONS. 2. ALL PROPOSED CATCH BASINS ARE TO HAVE 4 FT. SUMPS. 3. ALL PROPOSED DRIVEWAYS SHALL HAVE A 1" LIP.' 4. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. 5. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF- :1HE TOWN OF SOUTH WINDSOR AND/OR AGENT AND THE DESIGN ENGINEER. 6. CATCH BASIN TOPS SHALL NOT BE CEMENTED DOWN UNTIL FINAL GRADES ARE SET. 7. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND, 8. UNLESS OTHERWISE NOTED OR SPECIFIED, ALL ROADWAY AND STORM DRAINAGE CONSTRUCTION SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE TOWN OF SOUTH WINDSOR PUBLIC IMPROVEMENT SPECIFICATIONS AND THE STATE OF CONNECTICUT "STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, AND INCIDENTAL CONSTRUCTION, FORM 814" OR MOST CURRENT ISSUE. PERTINENT CONSTRUCTION DETAILS THAT ARE NOT .INCLUDED WITH THESE DRAWINGS SHALL CONFORM TO THE STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION STANDARD ROADWAY DETAILS. 9. MAXIMUM SLOPE OF FILL TO BE 3:1. ALL FILL MATERIAL TO BE CLEAN MATERIAL. "CLEAN FILL" MEANS UNCONTAMINATED NATURAL SOIL OR ROCK ViICH IS INERT IN TERMS OF LEACHING AND POSES NO THREAT, PRESENT OR FUTURE, OF POLLUTION TO SURFACE WATERS OR GROUNDWATERS. MOREOVER, CLEAN TYPICALLY EXCLUDES, BUT IS NOT LIMITED TO THE EXCLUSION OF DEMOLITION OR CONTRUCTION WASTE MATERIALS OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, INCLUDING CONCRETE, ASPHALT, PAVING MATERIALS OR BY-PRODUCTS, YARD WASTES, INCLUDING BRANCHES, LIMBS, BRUSH, SHRUBS, TREES, PARTS OF TREES,. `TREE STUMPS AND SIMILAR MATERIALS GROWN ON OR EMINATING FROM LAND: NONPUTRESIBLE SOLID WASTES, COMBUSTIBLE OR NON- COMBUSTIBLE; AND BULKY RUBBISH OR REFUSE, INCLUDING PUTRESIBLE SOLIDS, SEMI -SOLIDS OR LIQUIDS. 10. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED FROM SITE, NOT BURIED. EXISTING UTILITIES AS DEPICTED ON THIS :PLAN ARE TAKEN FROM AVAILABLE INFORMATION. THE CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. 11. BEFORE EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1'--800-922-4455. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CDNTitnl_ MFARIIRFR AR NFFnFn TO A(1t11WPI lRk CrNamOi 12. MECHANICAL SWEEPERS SHALL BE USED WHERE NECESSARY TO PREVENT DUST BUILD UP. a x 1. UNLESS OTHERWISE NOTED. EXISTING UTILITY I LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. it 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. �ITUI`Vg1114%j 13 fsUR0 YARD FFFIRMSEE eD� DA7L�GRATE n W FRA C do ORATE TO W NF.=HW FOUIDARY R-4030 OR AI`PROVED EQUAL '✓� YARD DRAIN :1 •�-�- FLOW f2' DIA -- e' CEXO_ 3• I �r �FRF A 12' MWORCED /- CONCRETE PIPE i 111 �I 6" CONG DASE GRATE 8' 3/P CRUSHED STONE FOUNDATION STRUCTURE FOR YARDDRAIN NOT TO SCALE LAWN / STREETS / SECTION WATER MAIN TRENCH SECTION " NOT TO SCALE BASE SUBBASE NOTE, FILTER FABRIC SHALL BE NONWOVEN CLASS 2, WITH PERMITTIVITY OF 0.5 TO 04 SEC" AND AOS OF 0.43 mm TO 0,22mm AND SHALL MEET AASHTO M288-96. II REVISIONS I it 4 08-22-06 PER TOWN APPROVAL JAU I II 3 08-07-06 PER TOWN APPROVAL JAU I� 2 08-03-06 ADD DETAILS JAU 1 07-13-06 PER TOWN COMMENTS RAM NO. DA TE DESCRIPTION SY Ij BASE AND PAVEMENT PER PAVEMENT DETAIL, 1PPROVED GRANULAR NON- )RGANIC BACKFILL MATERIAL 11 A nrn un LAULU ANU CUMPAUItU IN )NE FOOT (f) (MAX.) LIFTS. 5" CONCRETE SIDEWALK (WNFPK PEAIIIown) SEE DETAIL 4" TOPSOIL & SEED CLEAN BANK RUN GRAVEL MIFAFI 140S FILTER FABRIC OR APPROVED EQUIVALENT 6" 0 PERFORATED ADS OR APPROVED EQUIVALE (HOLES DOWN) 3/4" S1 SAND (CT DOT M.03.02-2 FINE AGGREGATE) 8" DUCTILE IRON PIPE ��IINNI�ISHHE�D GRADE TOP SOIL _ WARNING TAPE - MIN. 12' MAX. 24' ABOVE PIPE SAND BACK FILL OR APPROVED PREVIOUS MATERIAL --- FILTER FA-0.11 ❑ V ERLAP 6' MIN. BOTH WAY (SEE N❑TE> 6" 6' MIN, P.V.C. OR ADS -PERFORATED PIPE HOLES DOWN 3/4' STONE ALL MATERIALS ARE TO MEET CONN. D.O.T. SPECIFICATIONS FORM 814A AS AMENDED 50' RIGHT OF WAY 26' PAVEMENT 13' BITUMINOUS CONCRETE CURB PV ivT OF A^rPLiCAilOi i GRASS STRIP RES IRVED FOR HYDRANTS. POLES, ETC. -BITUMINOUS CONCRETE CURB OF GRADE 3/8-PER FOOT 3/8"PE OOT 1 2"PER F001 3 I MAXIM tFX0�pf0FN q�LOp£ 4" TOPSOIL & SEED�1 =111ASE: TfiRF R -BASE COURSE: EPTH 7SHAILL�BIE INCREASED TO 12* WHERE LEDGE OR 6' R PROCESSED TRAPROCK BASE OCK IS PRESENT) MEET D(COMPACTED) ATION OF OMEET GR DA11ON M05.01-1 �k /S pR�SFN� 1-1/2" BITUMINOUS CONCRETE CLASS 2 SURFACE COURSE COMPACTED) & � t-1 /2" BITIIMMV M CONCRETE CLASS 1 BINDER COURSE (CVMPACity) FOR LOCAL RAAUS, IF PAVING IS DONE 1= TER CCT. 15 OR BEFORE APRIL 15, A 2" BINDER COURSE SHALL BE PLACED, 26' WIDE PAVEMENT CROSS SECTte��t N.r.s. 2'-0" UNDERDRAIN not to scale STOPPER t r•1,,- 6"-30' BEND ` •,, V . J I!- EDGE OF PAVEMENT I 6" Y BRANCH , I rL. WOOD 2"x 2" STRIP TO BE CARRIED FROM SEWER TO - SURFACE OF GROUND 6" Y BRANCH TOPSOIL AND SEED )TES: AVERAGE TOTAL DEPTH TO BE 5 FT. LOCATE CENTERLINE OF DRAIN 15' FROM CENTERLINE OF ROADWAY, LOCATION OF UNDERDRAIN SEGMENTS ARE AS SHOWN ON THE PLAN -PROFILE SHEET. PROPOSED SANITARY SEWER PROPERTY LINE---- 1 6" Y BRANCH fl ,+ U 6"-30' BEND \CRUSHED STONE (WHERE REQUIRED) JOINTING MATERIAL IN "`CONNECTION TO BE SAME AS MAIN SEWERS TYPICAL SANITARY SEWER HOUSE CONNECTIONS NOT TO SCALE STOPPER NOTES: 1. ALL HOUSE CONNECTIONS TO BE LAID TO GRADE OF 1/4" PER FT. MIN. AND CARRIED TO THE EDGE AS SPECIFIED BY THE ENGINEER. 2. "Y" SPACING AS DIRECTED. OF PAVEMENT OR PROPERTY LINE A U) 1 4'-4" APPLICATION OF GRADE--,, V-7 3/6= PVMT. PROS -SLOPE xw DIDT - - - t li =iV to iv WQ : U N aiE;� ��z I Z - �-CLASS 'C' CONC. £ j w_ OR PRECAST CONC. I _ BLOCK _ �lJ CLASS 'C' CONC. 4'-0' 4'-4" 5'-4° SECTION B-B SECTION A -A TYPE 'C' CATCH BASIN i NOTES: 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED, PAINTED AND GROUTED WITH CEMENT. 2. LADDER RUNGS SHALL BE PRO- VIDED IN CATCH BASIN WHERE HEIGHT OF STRUCTURE EXCEEDS 8 FEET. I 3. IN SANDY SOILS APPLY DAMP - PROOFING ON ALL FOUR WALLS. 4. RED BRICK NOT TO BE USED. S. WHERE PRECAST CONCRETE UNIT IS USED FOR SUMP THE TOP OF THE IINIT SNAII RF AT LEAST 6" BELOW THE BOTTOM OF THE PIPE OUTLET FROM THE CATCH BASIN. 6. WHERE MASONARY CONCRETE UNITS ARE USED CORBELLING WILL BE PERMITTED. MAX. CORBEL TO BE 3". NO PROJECTION SHALL EXTEND IN- SIDE OF LIMITS, 7. ADJUST FRAME ELEVATION WITH BRICKS 6" TO 12" 8. PROVIDE MINIMUM 2'-0" OF COVER OVER PIPE AT BELLS 9. PROVIDE 6" OF 3/4" TRAPROCK UNDER EACH STRUCTURE AT BASE. 10. FRAMES & GRATES SHALL BE GALVANIZED. V-1 5/8' - 4'-8 3/4" --a1 BRICK LEVELERS I b a 3-5/8" 1 2 -8 3 4 1 3-5/8° io z .„�, .� � 00 not to scale STREET LINE R,O.W, VARIES 4' 1' MEET TOP OF CURB, OR EDGE OF 616vPRZES PAVEMENT IF NO CURB EXISTS SEDIMENTATION AND EROSION CQNTRQL NARRATIVE 1. PRIOR TO THE START OF CONSTRUCTION, FILTER FABRIC BARRIERS OR HAYBALES SHALL BE INSTALLED IN CONFORMANCE WITH "GUIDELINES FOR SOIL EROSION AND SEDIMENTATION CONTROL" AS PUBLISHED BY THE CONNEC11CUT COUNCIL FOR SOIL CONSERVATION SERVICE, SUCH MEASURES SHALL BE MAINTAINED IN PLACE UNTIL SUITABLE PERMANENT VEGETATION IS ESTABLISHED. 2. HAYBALES AS SHOWN TO BE BUTTED TIGHTLY END TO END AND STAKED IN PLACE USING TWO 2" x 2" x 36" WOODEN STAKES PER BALE. 3. HAYBALES TO BE PLACED SO THAT STRING DOES NOT COME IN CONTACT WITH THE GROUND. 4. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY. 5. CONTRACTOR 1S RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN AGENCY, G AAITI__TOA/ VIAIn Anon\ ' V. n1411- I1\m%,R IVV nrfNVN SHAL.L BE INSPtI:ItU KLUULARLY TO ENSURE PROPER OPERA IIUN. `.OUNL TU Bt AUDEU TO OR REPLACED AS REQUIRED, AND CONTRACTOR WILL BE RESPONSIBLE FOR SWEEPING EXISTING ROADS AS REQUIRED. 7. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD SHIP MULCH OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. 8. ALL DISTURBED SLOPE AREAS IN EXCESS OF 3:1 SHALL IMMEDIATELY RECEIVE MULCH AND TEMPORARY SEEDING IN ACCORDANCE WITH THE FOLLOWING RECOMMENDS APPLICATION RATES: MULCH: RATE: HAY OR STRAW 90# / 1000 S.F. TEMPORARY SEEDING: RATE: PERENNIAL RYEGRASS 1.0# / 1000 S.F. 9. CONTRACTOR SHALL PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. 10. AN APPROVFO FROSIOM r0MTRnI Mmin. Ic R\rnl Nora orrnnr n,r c•r AmT nr AAIV nnAIQTD InTIAM AnTIWITV XVII\LV OLr. VT1L Inn_ JIAI[I Vr 111Y1 VVI`1J 11\VV IIVIY AV II VI I. 11. FROZEN MATERIAL SHALL NOT BE USED FOR FILL NOR SHALL FILL BE PLACED OR COMPACTED ON FROZEN GROUND. i/2'11' 1/4'11' 311 MAX. BIT, CURB RESIDENTIAL .%' �„ e 4' TOPSOIL & SEED MATCH EXSISTING 4' TOPSOIL &SEED GROUND 8' PROCESSEB OR BANK RUN ORAVEL OR ►5.md. t9L "6 uicAyiral D TYPICAL SIDEWALK DETAIL s' C s1»sWALI( NOT TO SCALE (8' CUM AT DRIVES WITH 6'X61X10/10 vnRDXM WSIDEWALK TO BE A MINIMUM OF 4' BEHIND TOP OF CURB 10 13/16" 8 5/1S" FINISHED GRADE , 4 13/16" S-1 3/4" 4 13/16" 5" " i'-8 3/85" 3" MIN STANDARD PRECAS CONCRETE UNIT --,_RICK LEVELERS °o f 2'-8 3/4", V-8 3 8" a s t�� 12 2" m7 2 sa.2 7 5/8"-7 13/16" F > z / m _ CLASS 'C' `* CONCRETE f OR PRECAST -. UNIT to 8" 4'-0" 8 CLASS 'C' CONCRETE OR PRECAST UNIT SEI.IION A -A SEC:IIDN ti-Li O] NOTES: 1. ALL EXTERIOR WALLS OF CATCH BASIN ALL BE FACED, PAINTED AND GROUTED WITH CEMENT. 2. LADDER RUNGS SHALL BE PRO- VIDED IN CATCH BASIN WHERE A A HEIGHT OF STRUCTURE EXCEEDS 6 FEET. r a o 3. IN SANDY SOILS APPLY DAMP- 1 a to PROOFING ON ALL FOUR WALLS. 4. RED BRICK NOT TO BE USED. { 5. WHERE PRECAST CONCRETE UNIT IS USED FOR SUMP THE TOP OF THE UNIT SHALL BE AT LEAST I 6" BELOW THE BOTTOM OF THE 5' 4" PIPE OUTLET FROM 114E CATCH RASIN, 6. WHERE MASONARY CONCRETE UNITS ARE USED CORBELLING WILL BE PLAN VIEW PERMITTED. MAX. CORBEL TO BE 3". NO PROJECTION SHALL EXTEND IN- SIDE OF LIMITS. 7. ADJUST FRAME ELEVATION WITH BRICKS 6" TO 12" 8. PROVIDE MINIMUM 2'-0" OF COVER OVER PIPE AT BELLS 9. PROVIDE 6" OF 3/4" TRAPROCK UNDER EACH STRUCTURE AT BASE. 10. FRAMES & GRATES SHALL BE GALVANIZED. TYPE 'C--L' CATCH BASIN not to scale TOOLED JOINTS WITH 1/4' RADIUS T013L RIGHT I3F WAY BIT. CURB ig....�� VARIES 1' 4' - i 1/2' PREFORMED EXPANSION JOINT MTL LAWN/ STREETS/ CROSS-COUNTRY PAVED AREAS STREETS/ LAWN/ PAVED AREAS CROSS-COUNTRY 4" Min. SEE PAVEMENT DETAIL SEE PAVEMENT DETAIL APPROVED GRANULAR NON -ORGANIC �74""Min. C') �i TERIAL PLACED AND �\ BACKFILL AIN �/ I"" 12" COMPACTED ONE FOOT (MAX) LIFTS U 12 0 0 0 '0 0 0 ' WARNING TAPE PER CONN. GENERAL Q STATUTE 16-345, AS AMENDED, a t PLACED 12" (MIN.) TO 24" (MAX.) ABOVE THE TOP .0 o,. -" OF THE PIPE. BANK RUN (;RAVEL FILL C\ 0 PLACED AND COMPACTED 0 ' SAND BLANKET 1N 6" LAYERS. NO (� STONE LARGER THAN 1-1/2". MATERIAL 12" MEET D.O.T. PIPE, AS SPECIFIED M 02.05 12" 1/2 O.D. PIPE FILTER FABRIC 1/2 O.D. 3/4" BROKEN TRAPROCK PIPE 1/2 O.D. Q PIPE 4 4 4 Q 4 Q 4 3/4" CRUSHED STONE BEDDING 1/21 O.D. Q 4 Q Q MATERIAL IN ROCK EXCAVATION OR P 6" in. Q d 4 Q a Q© 4 4 Q AS DIRECTED BY THE ENGINEER. THE MATERIAL SHALL MEET D.O.T. Q 4 d a d a Q d 6" Min. M.01.01.21 FOR 3/4' STONE, 4 4 Q 4 T BACKFILL TO CENTERLINE OF PIPE WHEN USING POLYETHYLENE OR A.B.S PIPE. 12" PIPE 12 12" O.D. 12„ I PIPE TYDIA I C A AIIT A M\L/ C`r-IAIr-rl-rr,r-'A II I I I I IVr\L J/'11V1 I Mi,\ I 31=YVC.FC I mC_i\4Uri bLU I IVN NOT TO SCALE Tel. 860.291 • 8755 Fax 860.291.8757 dft civil engineers • planners • ssrrrvey®rs landscape architects • gis • gps 425 Sullivan Avenue, South Windsor, Connecticut 06074 0 L MI li-tal1L DESIGN: GBS DRAW. • JAU11RAM I CHECKED: GBS Joe No.: 2285 DA TE• 06120106 DRAWINNG No.: 2285 7-DETAILS dwn I YI-'It;Al STORM DRAIN TRENCH SECTION NOT TO SCALE APPLICANT/OWNER RSK- KELLCO, INC. C/O DRUCE KELLEY 1744 ELLINGTON RD SOUTH WINDSOR, CT 06074 PHONE: 644-8761 FAX: 644--5650 OWNER PARCEL: 24--137 ROSE PASTULA 889 PLEASANT VALLEY RD SOUTH WINDSOR, CT 06074 PREPARED FOR: SKOKELL INC. C0lf"'I"IER RHDGIE SOUTH WINDSO& CONNIE C'ICII U TC SHEET L / .1 CP WITT•N r LNG INVMTS BENCH MARK Cava MCA1, W/X- / 4� ELEV-93.78 \?' / ����� . s I �P,ROK, STbP SIGN, Y,,ljl y ,&'STfiP BAR ` �� �K I! - �'�s / ' , ' / ��EASEMEN T IN FAVOR F.X. C8 �9�y / OF CONNECRCUT LIGHT r' 7F.• 91.06 POWER (SEE VOL. 285 R(JO` RCP).d665(W) ig(1 RCPJ Bdt51 AND MAP REF ,y3% a(JO• RCP).8690(£) �,t t Lo ,( FL(4" PVC 89.21 A £X. CB l , ///-fF.•9276 EXX SUH �t t tL.P. P / �' \ � / AZ(18' RLP): Bd21 fZ("W)••80..J4()V FZ(8PPc).6a14(s) FL(d1PV0).•83 N;' .) , r FL(JO`RGP).•87.f2 + - `• + + L.0/ � 1 iZ(24"RCP).•87.47 LIMITS OF CAS /-g - r /' F (SEE VOL. 288 AND )dAP REF. / )P. STREET SIGN / , ,a�, 9zs9 Ljz(18 (18 RL19);8aJ9(N (18• RL7 ,0..J9(W ' Rc�J•aa.44(N RS FL(18' RGP),•86t06(N) t �� • \ FL(24• RCP):8776(SW) a(15' RCP):8a26(NW) , FL(15" RLY�).•BB36(SE) 16%TREE + I /lam FL(4" PI�J.•8&36 , \ EX SWl / 7F:9R81 / j 7F 98.75 AX (18: RCP): 89.91(IY) Fz- RCP).•9LLna) - + - fZ(4'PlC)-90.61 'SUBJECT To POSSIBLE S FL(8PVC).'8G65(S) ' ' Fc(6" aLJ'sn.J1 RIGHTS (S££ VOL. 2B8 PG. 32 Q ' 1 EASEMENT /N FAVOR ( Or CONNECTICUT 116HT & 6' STOCKADE \ (j POWER .(SEE VOL. 285 PG. 157 FENCE ` AND MAP REF. YJ) i �NSTAU PRECAST A4 RETAINING WALL BE°bu- 11.O.W NINE AND TiS£_ N { SHOP DRAWWG$ 1 �AT 1 BY TOWN ENGINEER BE ;i�PROMmt PRRMD LAN MY APE NOTES 1. ALL EXISTING TREES TO REMAIN SHALL BE SHAPED OR PRUNED WITHIN THE DEVELOPMENT AND ALONG THE PERIMETER OF CONSTRUCTION LIMIT AS REQUIRED BY LICENSED ARBORIST. 2. ALL AREAS DESIGNATED AND ALL AREAS DISTURBED NOT RECEIVING A SPECIFIC SURFACING, SHALL BE SEEDED SHALL RECEIVE FOUR (4) INCHES OF TOPSOIL, SOIL AMENDMENTS AND MULCH, WATER AND MAINTAIN LAWN AREA UNTIL ALL AREAS ARE STABILIZED AND ACCEPTED BY OWNER'S REPRESENTATIVE. TOPSOIL SHALL BE LOAMY FRIABLE SOILS FREE OF SUBSOILS & ROCKS GREATER THAN 3/4" AND OTHER DELETERIOUS SUBSTANCES, pH OF TOPSOIL SHALL BE BETWEEN 5.5 & 6.5. PARTICLE DISTRIBUTION SHALL BE: GRAVEL LESS THAN 10% COARSE TO MEDIUM SAND 30-657 FINE SAND 5-20% STONE WALL VERY FINE SAND 0-20% _ SILT 15-25% CLAY 15-25% 3. LAWN GRASS SEED MIXTURE: WALL A. SEEDING MIXTURE TYPE 1 (LAWN AREA): STONE BLUEGRASS BLEND (3 VARIETIES) 507 OF MIXTURE CHEWiNGS RED FESCUE 30% OF MiXTURE PERENNIAL RYEGRASS 20% OF MIXTURE APPLICATION RATE: 4.50 LBS PER 1000 S.F.WITH WOOD HYDRO -MULCH 0 1200 LBS. PER ACRE. �� SN£T 922� B. SEETALDING MIIUE RE TYPE II (LOW MAINTENANCE) MIXTURE PERENNIAL RYEGRASS 10% OF MIXTURE • / ,' CREEPING RED FESCUE 10% OF MIXTURE _ ALSIKE CLOVER 5% OF MIXTURE _ , �0 , REDTOP 5% OF MIXTURE I� - \ K/F',f.2 W/f",420 �' , 1 APPLICATION RATE: 3.50 LBS PER 1000 S.F.WITH WOOD HYDRO -MULCH 0 1200 LBS. PER ACRE. \ \ K/1• 12 -'f �-' C. TEMPORARY VEGETATIVE COVER Q .� SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 i •�. - -" , PERENNIAL RYEGRASS 100% APPLY ONE POUND PER 1,000 SO. FT. WITH WOOD HYDRO -MULCH AT 1200 LBS. PER ACRE. ` ( ,1 A' { 4. ALL TREES AND SHRUBS SHALL MEET THE AMERICAN STANDARDS FOR NURSERY STOCK, ANSI Z60.1 BY w F 9 w/F#14 >f19 ,`' `� �06 ' `'� THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. ALL TREES SHALL HAVE A CENTRAL LEADER. ALL . c� lk TREES SHALL BE FRESHLY DUG WITHIN 30 DAYS OF DELIVERY TO THE PROJECT SiTE. ALL TREES PLANTED / /INV-. � '3�, ''z WITHIN HTE TOWN'S STREET TREE EASEMENT MAY NOT BE REMOVED WITHOUT APPROVAL OF THE TOWN'S _ 69S S.F. PUBLIC WORKS DIRECTOR. 98.0 w0l- 0 � _/�� / •�a a'o � ' INV:14 6i 0.704 AC. 1' S. PLANTING SEASONS: SPRING - MARCH 15 TO JUNE 10 PG. 157 INSTALL - - - - - - W/k ,#15 �"�% INSTALL ' , FALL - SEPTEMBER 15 TO NOVEMBER 15 / j / 6. PLANTING SEASON VARIANCE: IF SPECIAL CONDITIONS EXIST TO REQUIRE PLANTING OUTSIDE THE ABOVE RODENT -- W/P-,�16 �'�� t ,1� 'RODENT P�(�P. TREEL�iNE w v. SCREEN _ -" =,qZ. t SCR N ,' % `6 i ' t SPECIFIED DATES, THE CONTRACTOR SHALL SUBMIT 1N WRITING FOR PERMISSION BY THE OWNER'S ( 0 REPRESENTATIVE. ANY VARIANCE IN THE PLANTING SEASON WILL NOT AFFECT THE ONE YEAR GUARANTEE /� ��'�, 'l1 7E SUBSTITUTION OF PLANTS WILL NOT BE PERMITTED UNLESS APPROVED IN WRITING BY THE OWNER. ► 1c:--'"' : \ - , ' /,' ✓ / } ' , 8. PROVIDE A MINIMUM OF 12" OF PLANTING SOIL MIXTURE IN ALL PLANTING BEDS. 17 MAP 15 OT 18 I / 1 1 9. PLANTING SOIL MIXTURE (BY VOLUME) SHALL BE EQUAL TO: 00 , c , /�`TI A. BARK MULCH- 10%-12% SIG / ., B. COURSE SAND- AS NECESSARY ' _ ' ' , ` �0 C. CLAY LOAM TOP SOIL- AS NECESSARY 100 i� 1794 PG 329 ' •\Ok ! _ ' / D. SOIL AMENDMENTS- AS RECOMMENDED BY TESTING w lNV 102.0 1 ! INV:105.0 c / / / I 1 SOIL MIXTURE SHALL CONTAIN THE ABOVE TO ACHIEVE THE FOLLOWING GRADATION RANGE: CASHEN7' / \ AREA = S r IN ALL '10`}� INSTALL ,' , �' '� / ,' / I ? ` t ' A. GRAVEL -LESS THAN 10% 0.73.4. ,I,' � RODENT RODENT , / , � / � I � r�� I) T' B. COARSE/MEDIAN SAND- 557,659 / _GREEN " SCREEN ' "+ N �k,di ' C. FIND TO VERY FIN E SAND- i5%-25% t1 D. SILT- 10%-20% E. CLAY- 15%-20% ,' f 1�0 10. SOIL AMENDMENTS: 571N / i . , !r T 37,9 52 S.F. • ' / '� . \ � . 1 t A. LIME SHALL BE PELLETIZED LIME MANUFACTURED TO MEET AGRICULTURAL STANDARDS AND n A74 Ar% _ r, 411 C P, i' � .QrJ .' ' / `\ ir'r �'+ <� �� 1 t CONTAIN A MAXIAAIM 0 60% QXIDF A F �eLCI;)M nXIDE oLaS MAr_nlccHlu nvinc% V •V ' +) i v v i �V• ' � .., v • . V - L .. Y i i \ , . ti a ` t. \ V..,.. 0.812 AC. ' I GPR`,y• �1,\g•,) ,,,J 'i L--- ! I \� fln� a" a B. FERTILIZER SHALL BE OF A FORMULA INDICATED BY THE SOIL TESTING TO ACHIEVE A MINIMUM i 5 i OF ONE POUND OF NITROGEN PER 1000 S.F. OF LAWN AREA. FERTILIZER SHALL BE A MINIMUM JO�i4J J PROP. TREELINE a`ri•' FJ �0� ' 'L I ,n 9's�' ' i OF 50% ORGANIC SLOW -RELEASE COMPOSITION. ` 11. DEAD OR DYiNG PLANT MATERIAL SHALL BE REPLACED BY I E DEVELOPER DURING THE FOLLOWING % �� '' '' , ' � , / , ,�,�'.1�9 �N� �,LS ' / / '�• s � 0 � 23.526 .F: ��h/ll lv� '� ��' T 3 V " PLANTING SEASON OF THE FIRST YEAR WARRANTY. MAINTENANCE OF THE STREET TREES ARE THE sE o 7j 7p 8 - F�' , �`�- r. '> >�a �� 0.540 i)iC. ��"�j�hl`n��� ' ' STOP RESPONSIBILITY OF THE ADJACENT LOT OWNER. NO STREET TREE SHALL BE PRUNED UNLESS DIRECTED BY 0 9 1 AHEAO" THE TOWN'S TREE WARDEN. SIGN • Cn '�\ '' 'r1 _'',� � i� �'' / I� _...�-i\ ' ''' / 1''_ '/ ..,. � �I vr`a I ��////nll� \t`� 1 ' GAS• AMA 24 10 /``•G i TpW 1� eo I RO AS LA. ! c� , �wV `' ` QA F ;1 g6 3.5 i .�^ ' 1 r i I (c� _ �aa2cr11 / T ry !� 1r%/•',�I�\ , i' T� I _ter-f;(, i� / • /. y'vTc - avci .�. 1 . T A� C. 1 �`• / 1 I 1 a ' ,, ' � ''�►,� _ - -:rl� des.. ,'" `4� ►<. = y! 'NO 0-F r "". '� to '•' PRUNE STREET TREES ONLY UPON THE APPROVAL .( �• • I �,- OF THE IREE WARDEN. I F. 11 (n �.^ ..._. .� •-� p �i • �S �7 DO NOT HEAVILY PRUNE THE TREE At P(ANiING. ,• \ PRUNE ONLY CROSSOVER LIMBS CO-DOMWANT 1 / ' `c , �; -7 LEADERS AND BROKEN OP. OEAb BRANCHES. �+^ ' + �. Y. GA SOME INTERIOR TWLGS AND LATERAL BRANCHES t / �+ ` 1.A ' j r,, ••� ' `►' ',� " l MAY BE PRUNED: HOWEVER, OO NOT REMOVE , T • ✓ �o YY r 57V 91 THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. STAKE TREES ONLY UPON THE APPROVAL. OF THE TREE WARDEN. WRAP TREE TRUNKS ONI-Y UPON THE APPROVAL OF THE LANDSCAPE ARCOTECI. MARK THE NORTH SIDE OF THE THE ROOT, FLAIR $HALL BE A MINIMUM OF 2' ABOVE THE FINISH GRADE IN THE NURSERY, ANO ROTATE TREE H TREE MUST BE PLANTED SUCH THAT TO FACE NORTH AT THE SITE WHEN EVER THE -TRUNK FLARE IS VISIBLE AT THE TOP POSSIBLE. / OF THE ROOT BALL. TREES WHERE THE TRUNK MULCH R( G / FLARE IS NOT VISIBLE SHALL BE REJECTED. SET TOP OF ROOT I3AL. fLUSH TO 1800 MM G FT.)) OWL. AUN. DO;NOT COVER THE TOP OF THE ROOT GRADE OR 25-50 AIM 1-2 IN.) .400 NM (8 .) 14 PREFERRED &Uf '.WITH SOIL. HIGHER IN SLOWLY KING SOILS. 200 MM (8 111.)w,r„• 100 MM (4 IN.) HIGH EARTH SAUCER 50 MH (2 IN. MULCH. DO NO PLACE -, ',',",', �,'i i ��T BEYOND EDGE OF ROOT BALL. MULCH 11T CO�TACT WITH TREE TRUNK. ''�'' • ' ' MAINTAIN THE MULCH WEED -FREE FOR ',',',',','1 , , + , , , , , + , , , , ,• i i, YREMOVE ALL TWINE, ROPE AND WIRE, AND A VINUUM OF ONE YEAR AFTER "" " + �. BURLAP FROM TOP HALF OF ROOT BALL PLANTING. , " ,,,,, , „r„ IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT $ALL, CUT THE WIRE BASKET IN FOUR PLACES AND REMOVE UPPER TWO-THIRDS OF BASKET. NOTE: FOR DIMENSIONS OF PLACE ROOT BALL ON UNEXCAVATED PLANTING AREAS TYPES OF SOIL OR TAMPED S011. AMENDMENTS, O�i SOIL REPLACEMENT, TAMP SOIL.AROUND ROOT BALL SEE "SOIL IMPROVEMENT DETAILS.' BASE FIRMLY WITH Fool PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. NOTES 1. NO MULCH WITHIN 3" OF TREE. 2. THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 2400 MM (8 FT.) SQUARE, OPEN TO T14E SKY, AND NOT COVERED BY ANY PAVING OR GRATING. 3. TREE PITS SHALL BE A MINIMUM OF TWO TIMES THE DIAMETER OF THE PLANT'S ROOT BALL . 4. WATER SHALL BE APPLIED AS REQUIRED TO MEET SOIL CONDITIONS THROUGHOUT CONSTRUCTION AND WARRANTY PERIOD.. STREET TREES IN ALL SOIL TYPES N.T.S., PLANTING SCHEDULE F. 1p� Gq 773 G - _ �,+ 728 S.F. ----' - - - - - - 1 . �Tp 14 ' ♦,11`�` \ 0. 6'i 3 +A mucnoN t T°w-^ - 8 ANY £A t *�t.[ _ \ !I GN I i BLIND - , 21,610 S.F. - _ - - - " - ,�'-- AHEAD' awa may ID.H r� ' 0.496 A�..- PROP. TREEUNE ' SiGNZ t 'ZS VLF RAIL ♦ ` Top 27,291 S.F. 9 APPROX I GN \ ____-- -e 11 0.626 -AC. ' ' - - - - O. tff �' �""". _/ OF SHED �•� ` \ l G rfi- -- M- 5. ` ca Tc _ TO 8E REMOVED"RCP �15 RCP). 111.32 E C8 f JI FL(18" RCP).' 111.J3 73 t - - <<� I+ 36,779 S.F. I 20,466 S.F. rr 0.844 AC. + 0.469 AC. Irk ,w Y PROP. TREELiNE 4 vIr / 1 £X. C8 TF.• 114.74 FL(15" RCP): 110.04 R f2(18" RCP): 1ia24 AO' QTY. KEY BOTANICAL NAME COMMON NAME. SIZE TYPE REMARKS STREET 4 TREE FS PLANTING SCHMWL FAGUS SYLVATICA 'RIVERSII' RIVERSII PURPLE EUROPEAN BEECH 2 1/2" CAL. Bn PLANT AS SHOWN (40'HT-40'W) 7 LS UQUIDAMBAR STYRACIFLUA FRUITLESS SWEMUM 2 1/2" CAL. B&B PLANT AS SHOWN (6O'HT-40'W) 9 QP QUERCUS PALUSTRIS PIN OAK 2 1/2" CAL. B&B PLANT AS SHOWN (50'HT--35'W) 6 PLANTING TC SCHEDULE TIUA CORDATA X 'GREENSPIRE' FOR SCREENING GREENSPIRE LITTLE LEAF LINDEN 2 1/2" CAL. On PLANT AS SHOWN (40'HT-20'W) 3 PA PICEA ABIES NORWAY SPRUCE 5' HT. B&O PLANT AS SHOWN (80'HT-30'W) 6 PS PINUS STROBUS EASTERN WHITE PINE 5' HT. B&B PLANT AS SHOWN (6VHT-40'W) n 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. 3 08-22-06 2 8/3/06 1 7/13/06 NO. DATE REVISIONS PER TOWN APPROVAL GENERAL PER TOWN COMMENTS DESCRIPTION on JAU JAU RLB RICHARD L. BOSTON BY UCENSED LANDSCAPE ARCHITECT CONNECTICUT UCENSE NO. 568 GRAPHIC SCALE 40 0 20 40 80 {INb 1 inch = 40 ft. i.1. Tel. 860.291 •8755 alkaAaaaft Fax 860. 291 • 8757 LANDSCAPE „NDSCAPE -PLAN civil engineers •planners surveyors DESIGN.• RLB DRAW.- JAU/RAM CHECKED.• RLB landscape architects • gis • gps JOB NO.: 2285 DATE. 6114106 425 Sullivan Avenue, South Windsor, Connecticut 06074 ORAWNG NO.: 2285 L1•dwa APPLICANT/OWNER RSK- KELLCO, INC. OWNE C/O BRUCE KELLEY 1744 ELLINGTON RD PARCEL: 24-137 SOUTH WINDSOR, CT. 06074 ROSE PASTULA PHONE: 644-8761 889 PLEASANT VALLEY RD FAX: 644--5650 SOUTH WINDSOR, CT. 06074 PREPARED FOR: SHEET RSKWELLCU, INC. Ll C0IFT]ERR im I D G I E VM®NA Y.YCMICV/ Y