Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
05-02P_EMERALD GREEN SUBDIVISION_ELLINGTON ROAD
prepared by. is ■ y esign rofessionals, 4uIQ civil engineers • planners • surrveyorre landscape architects • CIS . CR0, 165 South Satellite Read South Windsor, CT 06074 W60) 29�-8755 FAX (860) 291-9757 --- U EliA TRAFFIC ASSU� CIATES 270 Asz Ny Rocd Wo©dbridz;a, ACT 06520 C20:3 '297-3600 FAX (203) 3:)t'-3V*2 NOTES: THESE DRAWINGS ARE THE PROPERTY OF DE' 7ON PROFESSIONALS, INC., AND HAVE BEEN PREPARED SPECIFICALLY FOR THE OWNER/APPLICANT FOR THIS PROJECT. THILY 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. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-30OB-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES — "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLOSE. T!1 C �CCT !1C 11v 1/ !l llb� I'.0 Plll SOUTH "NDSOR A ° nIMEERING DEPT- N.T.S. pn 00, Ro�O &F'QRY \ ROAD .SITE I �<<EN�� s® � O•RpNQ O 4 LOCATION MAP OWNER APPLICANT JMJ CONSTRUCTION CO., INC. 658 ELLINGTON ROAD SOUTH WINDSOR, CT. 06074 TEL. (660) 262-•0626 0 LAKEW OD DRIVE �vt) MALLARD � PLACE ovQv�¢3 Q a 'Q �. (Pvt) = Vv ,._ ¢-4 1 coos r—, PLA o.h\ �ikwu w2 O� m� SYCgM °Re K 0 v o �- MO DESIGN PROFESSIONALS; INC, SOUTH WINDSOR ..ENGINEERING DEIRT, Zoning Data Block �- MO DESIGN PROFESSIONALS; INC, SOUTH WINDSOR ..ENGINEERING DEIRT, Zoning Data Block ZONE: RURAL RESIDENTIAL RR ITEM REQUIRED/ALLOWED PROVIDED Parcel Area - 15.0 ac. total (13.0 cc. exist + 2.0 ac. conve lance) Minimum Lot Area 40,000 sq. ft. 43,614 sq. ft. (Lot 2) Minimum Lot Width 175 ft. 189 ft. (Lot 2) Minimum Lot Depth 200 ft. 237.21 ft. (Lot 1) Front Yard 50 ft. 50 ft. Rear Yard 50 ft. 50 ft. Side Yard 20 ft. 20 ft. Lot Coverage 10% max. 10% max. FINAL PLAINS 5 TO INN OF SOUTH WINDSOR Fh PP`' ED SIGNAT a?I- DATE: RECEIVED 8--10 AUG 0 0 2005 L SOUTH 1"1DSOR PLANNINGSOUTH WINDSOR LP V °E�r. ENGINEERING DES' (T' wnry VFR �HF_ET/LOCATION MAP/ ,\\ EY 11 V PROPERTY SURVEY A V P T ��� % It V (1\V I� n {�I� i� r��( 11 ] `� u ' ' �� li U�� 0 U ".�U� U �i �Ij�j� ��! j I S`'_ LD {vJ E� C 0 U I T L P' 1= `\d u� RIEV; L:MAY 12AUU`, 2005 005 P � ��, uK� � V7 u - ' LE REV: APRIL 22, 2005 REV: APRIL 12, 2005 DIE:— 1l S REVS MARCH 30, 2005 REV, MARCH 10, 2005 f ` j 1 �\` rr , �_ i1P „ L� �� C tr v ( II� V I REV- NOVEMBER 22 2004 REV. OCTOBER 20, 2004 DAT=: SEPTEMBER 10, 2004 G:\JABS\1930\1930-1 35�.1 Lo �61m1 n 19 El 36 O 23 9 5 � 35 3� 3a ArO 4a�55 3513 35� 2 '5b- �R MAP LOT BLOCK PROPERTY OWNERS W/lil/N 500 FEET 24 f6 35 30 BEECHNUT LANE HURL£!; JOHN P. & BEVERLEY E. 17 21 21 BEECHNUT LANE SMITH, E/LEEN M. 18 22 19 SYCAMORE ROAD ROGERS, EDWARD F. & DEBORAH A. 19 23 29 SYCAMORE ROAD COLLETTI, JOSEPH A. &KATHLEEN N. 20 24 37 SYCAMORE ROAD ARCHER, JOSEPH Q• KAR£N 21 25 41 SYCAMORE ROAD ANDERSON, LARRY L. Q• SUSAN D. 22 26 45 SYCAMORE ROAD OLINTS, ANDREW H. & ANTOINETTE D. 23 238 57 SYCAMORE ROAD HERR, DANIEL P. 8• CYNTHIA M. 24 237 65 SYCAMORE ROAD NE71Z£70N, STEPHEN A. 25 238 73 SYCAMORE ROAD MOTHA, RAYMOND J. & MARC/A A. 26 239 87 SYCAMORE "OAD W/TKOWSKI, GERALD & HELLNA 28 241 224 QUARRY BROOK DRIVE CHASMAWALA, MAN/SH 29 242 214 QUARRY BROOK DRIVE PL£INES, W/LUAM H. JR. 30 243 204 QUARRY BROOK ORIV£ BEAUUEU, DEBRA AI. 31 244 194 QUARRY BROOK DRIVE RUSSELL, ROBERT LYM.4N 32 245 186 QUARRY BROOK DRIVE SWEDOCK, JOHN A. 33 41 178 QUARRY BROOK DRIVE ANGLE " -I qM A. & AMARE-ANGLE 34 16 168 QUARRY BROOK DRIVE WOLEi,, ,/EVEN A. & BARBAR4 J. 35 17 160 QUARRY BROOK DRIVE CARY, WIUARD A. 8• ROS£ANNA R. 36 37 195 QUARRY BROOK DRIVE 203 QUARRY BROOK DRIVE ELDREOG£ JOHN A. & LAURA A. TR'VGF f ROBERT 8• DARLENE 3B 2f f QUARRY BROOK DRIVE /ANGER, HENRY A. Q• SUSAN 9. 39 219 QUARRY BROOK DRIVE BURTCHELL, ARINIJR W, JR. 8• JOSEPHINE 40 227 QUARRY BROOK DRIVE KRAATZ, HDWARD & TUNAII ELEANOR K 25 104 1540 SULUVAN AVENUE TOWN OF SOUTH WINDSOR 35 1 246 HILTON DRIVE MARTIN, DEBRA A. 2 914 ELUNGTON ROAD MCPXEARSON, MAXWELL 8• ALTHEA PEARSON 3 926 ELUNGTON ROAD RA/NV/LLE, CXR/STOPXER H. d K/M MAR/E 4 G&W MANAGEMENT LAK£WOOD CONDOMINIUMS UNIT M 102 P/TKIN STREET, PO BOX 280298 E:4ST HARTFORD, CT 06119 5 1540 SULUVAN AVEVE TOWN OF SOUTH WINDSOR 6 730 FARMINTON AVENUE UNITY CHURCH OF HARTFORD WEST HARTFORD, CT 06119 7 730 FARMINGTON AVENUE UNITY CHURCH OF HARTFORD WEST HARTFORD, CT 06119 8 909 ELUNGTON ROAD CLARK, ERIC & RACHEUE 9 658 ELUNGTON ROAD JMJ CONSTRUCTION CO., INC. 10 658 ELUNGTON ROAD JMJ CONSTRUCTION CO., /NC. 11 887 ELUNGTON ROAD FRIEND, T/MOTHY M. 8• AATHLEEN M. 1744 £LLINGTON ROAD R.S.K. CONTRACTORS, INC. 12 871 EUJAI N ROAD ANDERSON, ROGER H & DONNA S 14 861 0IL�D NE ELE & D OUCHE4 ROBERT 275E STAG£ ROAD / 0 EVA TOLLAND. CT 06084 1 847 ELUNGTON ROAD TAVARNESI, fMNK J & ROSE P 15 21 QUARRY BROOK DRIVE THOMAF RICHARD A. n i n 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m 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 3-30-05 2 11-22-04 1 10-20-04 NO. DATE z L4 z O III 0 4j. a 35,65 8, az o $3 ,5 14 35�A g8 13 S9 �2 0 �,4 00000- 4245 �n i a0 Al 5 ARC 32 s�� A 25 �Q 1� PLACE (P'vt,) 9 8 6 4 .� 46 $ 67 1 31 III,��� 26 --- 5 30 29 coQSe 53 Zg ES r CPS . 66 Arl 59 ISO 20 R ���' S2 53 5� 35 6 R �� 0 1 a a 35.12 35 r ---- .14 � 16 �5 3� 35,�1 35,18 35O OEj Qu— Y MAP LOT BLOCK PROPERTY OWNERS WITHIN 500 FEET 35 17 2 39 QUARRY BROOK DRIVE BARNES, KATIILEEN G 18 3 55 QUARRY BROOK DRIVE GRADY, JAMES ✓. /// 8• MICHELLE E. 19 4 59 QUARRY BROOK DRIVE LOOBY, STEPHEN B• PAULA 20 5 71 QUARRY BROOK DRIVE PLATTE/S, ALAN M. & T£R£SA A. 21 6 79 QUARRY BROOK DRIVE STROUT, MICHAEL L. & SEIDEL 22 7 89 QUARRY BROOK DRIVE SCHOB/NGER, VIRGINIA 23 8 99 QUARRY BROOK DRIVE BROAD, ROSEMARY 8' MICHAEL A. 25 1D 109 QUARRY BOOK DRIVE BEMENT, ALBERT K. 119 QUARRY BROOK DRIVE MILLER, BRUCE A. 26 11 129 QUARRY BROOK DRIVE BURNS, ROBERT A. Q• JOYCE A. 27 12 139 QUARRY BROOK DRIVE STOKER, ROBERT G. 8• KAREN M. 28 J3 149 QUARRY BROOK DRIVE SCH'44 DAV/D J. 2A 14 159 QUARRY BROOK DRIVE B/LOD£AU, DAVID P. 8• MERR/DY 30 15 169 QUARRY BROOK DRIVE MALONE, /URMELA 31 201 179 QUARRY BROOK DRIVE PERKINS, WILUAM S. 8• KATHRYN L. 32 202 f87 QUARRY BROOK DRIVE CARLSON, BENJAM/N & DEBRA 33 18 148 QUARRY BROOK DRIVE KENNEY, RICHARD W. & MARGARTE 34 19 136 QUARRY BROOK DRIVE MILLER, RAYMOND B. 4 BEVERLEY A. 35 20 126 QUARRY BROOK DRIVE BERNIER, DAVID J. & KRISTEN L. 36 3B 20 BEECHNUT LANE REET/NG, W/LUE 8• BRENDA 37 37 10 BEECHNUT LANE CONNELLY, DANIEL F. N d• AMBER M. 38 437 96 QUARRY BROOK DRIVE JAY, GENE T. & EUZ48EM H. 39 38 80 QUARRY BROOK DRIVE WATSON, PETER J. 40 35 44 S/MCKA DRIVE HUGHES, FREDERICK ✓. ✓R. 8• VIRG/N/A 41 3 39 S/MCKA DRIVE BARROS, SANDRA D. & ANTON/A S. 42 4 62 QUARRY BROOK DRIVE BROOKS, DANNE L. 43 116 56 QUARRY BROOK DRIVE CLAPPER, ROBERT A. & KATHLEEN M. 44 115 40 QUARRY BROOK DRIVE PROCACC/N/, RICHARD P. & ALDO/VA S. 45 407 20 QUARRY BROOK RD. MANR/QUE, CARMEN 46 835 ELUNGTON RD. LONGANO, FRANK P. TOSCA S. 65 13 840 ELUNGTON RD. SELLERS, CFl4RLES MfJAYN£ JON£S SV 66 850 ELUNGTON RD. LEW1S, JOSEPH P 8 DOLORES 0 68 1744 ELL/NGTON ROAD RSK KELLCO, INC. 69 945 ELL/NGTON ROAD TOWN OF SOUTH WINDSOR REVISIONS CORRECT ABUTTER REVISE PER STREET REDESIGN REVISE OTHER NAME DESCRIPTION 35. 35.43 35., 4 35.41 6 ro'5 3E�, 5 _ 0 Zp, A-JO 35�6 35_10 35.6g 35, 5 35�22 35,23 35,2� 5 C:7 35_3� 35-3� ROOK a C� 35,�2 35.40 THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-30OB-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED GRAPHIC SCALE FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS 100 0 50 100 200 HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE KMI FIELD SURVEY MAY DISCLOSE. RAM TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. IN FM RAM 12882 1 inch = 100 ft. BY RICHARD P. MARTEL LIC. No. 35' 35 _ 33 24�18 24, 35 �, 34 2 24, 33 24.1g 4_Za 2 24, 21 24, 22 24''32 4_31 2 24.23 4 24' 2 {� Tel. 860.291 •8755 Fax 860.291.8757 my MAP) esign i if®f essoc�n��s, ■n�■ DESIGN: RAM DRAWNRAM CHECKED.RPM 11 civil engineers • planners surveyors n landscape architects • gis • gps JOS NO.: 1930 DATE.• 9-10-04 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: 1930-1.dwa 24_3� 24�.29 2 24� 26 25�10 24' 24.40 OWNER/APPLICANT JMJ CONSTRUCTION CO., INC. 658 ELLINGTON ROAD SOUTH WINDSOR, CT. 06074 TEL. (860) 282-0628 COMPILATION PLAN PREPARED FOR: SHEET EMERALD GREEN SUBDI VISION 2 E LLUNGTON ROAD SOUTH �r f �T . /� r7�s to N\F �2� BROW TONE 1� LAKEWOOD �`.�� I. PIN 1�O��i� \\1 \ \ \ N F ERIC R. & RACHELLE CLARK .A a N\F JMJ CONSTRUCTION CO., INC. CJ P. J�I00 UP. _ -------104 - � _ \ J _ \•sue p � El P. ' ' `toe- SEE NOTE 6 LAND TO BE CONVEYED BY + UNITY CHURCH OF THE HARTFORD TO n IJMJ CONSTRUCTION CO., INC -I06 AREA OF CONVEYANCE �N \ 87,296 S.F. = 2.0 ACRES N \F TOWN OF SOUTH WINDSOR \ \WF 7 44 i _ — -- - - - -to8- - - 2 WF 5 g� ^ ` civ. / / �--- —t to + p cog' i WF 4 WF 3"0000000` / _ — - — _ `t t2-- ^ - \ A• SEE NOTE 6 n 1 / - I ► - / `�_ `_�_�0S �� _ SEE NOTE 6 Elp �LX 15 woo t f / 1 1 1 I N\F \ 1 / THE UNITY CHURCH OF HARTFORD/Z , \ \ \ \ � � %� t I / I / / , ' ' � -� BumEO 4aE N I / �- _•---• '_"- _ .-i 26- .... - _ ` ` \ \ \ /' /\ 1. PIN I. PI CONSTRUCTION CO. INC. ` - - - - - - _ ~ ` 1. PIN BENJAMIN & DEBRA CARLSON / \ \11 AREA OF PARCEL g� - - - - - - - - - - _ _ ^ ` _ 570,337 S.F.-13.0 AC r16 13& ^ '� dN / - - - - - - - - - _ - - -its-- - - - - - - - -' _ - �_ / / \ !/9 / \ I. PIN N/F q'I� \/ \�� WILLIAM S. & KATHRYN L. - PERKINS \ N F �,.!� 1/ / / / / {. PIN KARMELA MALONE ' .00?I / I /r 11 / / - - ''/� ! l - 1. PIN DAVID P. & MERRIDY BILODEAU Ic sop \ \ p I / j /- N/ a WOO ROBERT G. & %%rob KAREN M. STOKER A wop r{/��N/F 400, ROBERT A. & JOYCE A. BURNS 71 + + ` ' ` ' , ,� ,\ \ 1 r I. PIN BRUCE A V. J/F \ t + 1 I r\ 1 `+ ANET B. MILLER 3 / I 1 ` �' 11111110, I. PIN N/F �- �N_ \ n / / \ \ \ ` \ �. ` /oa. . ' \ % / Al QERT Le / BEMEn r N/F MICHAEL A. & Qit I. PIN ROSEMARY BROAD y,�•`(/ + \ \ / ' w o \ ` . \ ` . \ `/��`..�((( ENE .•t" ZO �•, �' 70' OEECx 2 �5"W ' \`• 'i / tr \ 1 \ \ \ �\ \ r ` ; I '\ \ ` \ \ ` \ \ / y-+^' \ \' A� \ O N66 0o y'� r '\ \ ` \ I r I `+ \ \ / X �.� \ Zor MICHAEL & wRGINIA SCHOBINGER 1. PIN �y 6 N F MICHAEL C. & SEIDEL STROUT 000 S� I Y• ' I ' \ 1. PIN f N\k / M. TIMOTHY & KATHLEEN M. FRIEND p �tNF ALAN M. & TERESA A. PLATTEIS N , / EMSTINQY TR� 6� r N\F R.a. CONTRACTORS, INC. t{ V SH EDP C \ 1. PIN �\ S Ly \ o n 11 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m 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 10-20-04 IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE ADD EXIST. TREES ON ADJACENT LOT DESCRIPTION RAM BY N\F ROGER H. & DONNA S. ANDERSON STEPHEN\ PAULA LOOBY THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. RICHARD P. MARTEL 12882 LIC. No. MAP REFERENCE: 1) CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR EAST HARTFORD - WAPPING ROAD FROM THE E. HARTFORD TOWN LINE NORTHEASTERLY ABOUT 11,200 FEET ROUT NO. 313 SCALE:1"=40' DATE: OCT. 30, 1931 2) CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR EAST HARTFORD - WAPPING ROAD FROM A POINT ABOUT 1070 FT. SOUTHERLY FROM THE PODUNK RIVER NORTHERLY & EASTERLY ABOUT 6300 FEET. SCALE:1"=40' DATE: NOV., 30, 1936 3) PLOT PLAN RESURVEY PREPARED FOR UNITY CHURCH 919 ELLINGTON ROAD, SOUTH WINDSOR. CONNECTICUT SCALE:1"=40' DATE: 2-12-2003 DESIGN PROFESSIONALS, INC. 4) KEY MAP TUDOR HILL PROPERTY OF GEORGE J. ACHENBACH SOUTH WINDSOR, CONN. SCALE:1"=200' DATE:MAY 2, 1974 ACHENBACH REALTY COMPANIES 5) SUBDIVISION MAP TUDOR HILL SECTION II PROPERTY OF GEORGE J. ACHENBACH SOUTH WINDSOR CONN. SCALE:1"=40' DATE-A-22-74 ACHENBACH REALTY O—MADAAIICC no n.nw 6) TUDOR HILL SECTION I FINAL SUBDIVISION PLAN PROPERTY OF GEORGE J. ACHENBACH ELLINGTON ROAD SOUTH WINDSOR CONN. SCALE:1"=40' DATE:2-20-73 7) TUDOR HILL SECTION I FINAL SUBDIVISION PLAN PROPERTY OF GEORGE J. ACHENBACH ELLINGTON ROAD SOUTH WINDSOR, CONN. SCALE:1"• =40' DATE:3-20-73 ACHENBACH REALTY COMPANIES NOTES: 1) ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2) HORIZONTAL DATUM IS NAD '83. VERTICAL DATUM IS NGVO '29. 3) FLOOD ZONE X - AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN COMMUNITY PANEL 090036 0010 D REVISED FEB. 23,2001. 4) AREA OF EXISTING PARCEL = 570,337 sq. ft. = 13.0 cc. AREA OF CONVEYANCE = 87,296 sq. ft. = 2.0 cc. TOTAL AREA OF PARCEL = 15.0 cc. 5) MAJORITY OF PARCEL IS ZONED RR. 6) WETLANDS FLAGS 1-7 AND OFF -SITE WETLANDS ON PROPERTY OF N/F TOWN OF SOUTH 1,11114DSOR ,IGRE RELD DETERMINED BY HIGHLAND SOILS ON MAY 10, 2004 AND WERE LOCATED BY DESIGN PROFESSIONALS, INC. ON MAY 11, 2004. WETLANDS IN AREA OF CONVEYANCE WERE FIELD DETERMINED BY HIGHLAND SOILS ON 1/21/98 AND WERE LOCATED BY DESIGN PROFESSIONALS, INC. a Tel. 860.291.8755 GRAPHIC SCALE Fax 860.291.8757 so 0 3o so ,20 es;gn �- J:rof essionals, Inc. 1 inch = T fi. civil engineers • planners surveyors landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 PLO W,ky SUElk A DESIGN: I DRAW. PTB CHECKED.- RPM ✓oa No.: 1930 DATF• 5-14-04 DRAWNG NO.: 1930-3. dwa OWNER./APPLICANT JMJ CONSTRUCTION CO., INC. 658 ELLINGTON ROAD SOUTH WINDSOR, CT. 06074 TEL. (860) 282-0628 RESURVEY PREPARED FOR: EMERALD GREEN SUBDIVISION SHEET 33 EASEMENT SCHEDULE DATE FILED f %. TYPE GRANTOR GRANTEE ii/ / + STREET TREE JMJ CONSTRUCTION TOWN OF SOUTH WINDSOR �001 DRAINAGE/ JMJ CONSTRUCTION TOWN OF SOUTH WINDSOR RIGHT TO DISCHARGE N/� TEMPORARY GRADING UNITY CHURCH JMJ CONSTRUCTION HELMAR RTURO WOLF , ACCESS/UTILITIES JMJ CONSTRUCTION UNITY CHURCH Etc,\;RTURO GUERRA � 8 TEMPORARY PODUNK RIDGE J.M.J. CONSTRUCTION CONSTRUCTION CONDOMINIUM ASSOCIATION X NET' N /F LAKEWOOD cy 1/ _ 0- (JesOfl.U7. L`llt2lllt3(y!. '� C 1540 SU4LIMN AV'.'.UE • Soul wI.NDSOR, CT 06074 W TELE'HONE(860) 6442511 June 17. 2005 Design Prof,�aor,als, Inc. 165 South Satellite Ratd South R'indsor, Cn' 06074 Ann: Aaron Ishemood RL: ro,, old Grcen, l:Iling on Road South Wind�ar. Cr Dear.Ss. hborweod: The South Windsor Water Pollution Control Authority, at its regular 111=6119 of June 7, 2005, gave approval of the application as presented for connection to the Town's sewmsge system for a dlree u lot residential subdivision locates/ on Ellington Road, South Windsor, Cl'; as more „if,•a11y shown on plans entitled "Emerald GrccSubdivision, F.Ilington Road, South Winder, CT:' Prepared by Design Professionals, Inc, South Windsor, CT; Job No. 1930, Drawing No. 1930-S.DNG, SheetNo..5A/I0, Dated 9.10•C4, with revision data: 10-20.04, It- 0, 3.10.05, 3-30.05, 4.05.05, 4.12.05, 4.22-05, and subject to We following conditions: 1. 'elan two esiaing Isamu located err SS7 E•llinaron Ra,d -d 65S hilmgten Road arc not II individually assessed for the benefit of the sewer licethey , but will be chaesai properly according to 1k connecsioa fc- at time of umnoction. 2. Tech:,icat approval of the Town Fngincering 1)epvann�ent. 3. Final Aud Wtity nppnwal and acceptance orthe sanitey sewernge eonnoctlon will be given once the sewer line his lien, mstallod an.J Inspected by ,hc bourn staff, and based upon the wiI vaifleation of the Town staff Uwl said sanitcry $.:wa line oas nutalled in substantic'. cunfonr ,cc .e:6n 0:e deign pbms approved by the •Wlfwrivf, and t� •erring all Towu r guliniom and appropriate txhnicaf speciliunlious relating to sa,ittry scw•tt cu uruction. 'Il»a approval Icua mast b: superimposed on the fins! appro, al alatss. V'czy vuly yours, r tl Joseph J.Cndno, Clwinswo \Nara Pollutxw Control Authority JC:wd Cc: I,iid,act3. Gantick, Dioxin, of Public Works Jeff Do 31ittle, Town rAlpricer I.lartla Banach. Dinxax of Pian-iug Chris Uougan, Chief Building b,spcetot J61J Construction (:o., Emerald Groen VOL. ZPAGE t.2V1VLJVIv111 V1 VIvl G 1N fv c� \ v2L \ / NET. 2346 j 6yA44 NOTES: 1) ALL MONUMENTATiON FOUND OR SET IS DEPICTED HEREON, 2) HORIZONTAL DATUM IS NAD '83. VERTICAL DATUM IS NGVD '29. 3) COMMUNITY PANEL 090036 0010 D REVISED FEB. ZONE X - AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN 23,2001. 4) AREA OF EXISTING PARCEL - 570,337 sq. fL - 13.0 etc. AREA OF CONVEYANCE - 87,296 sq, fL - 2.0 etc. TOTAL AREA OF PARCEL - 15.0 etc. 5) MAJORITY OF PARCEL IS ZONED RR. 6) WETLANDS FLAGS 1-7 AND OFF -SITE WETLANDS ON PROPERTY OF N/F TOWN OF SOUTH WINDSOR WERE FIELD DETERMINED BY HIGHLAND SOILS ON MAY 10, 2004 AND WERE LOCATED BY DESIGN PROFESSIONALS, INC. ON MAY 11, 2004. WETLANDS IN AREA OF CONVEYANCE WERE FIELD DETERMINED BY HIGHLAND SOILS ON 1/21/98 AND WERE LOCATED BY DESIGN PROFESSIONALS, INC. 7) PARCEL A TO BE CONVEYED TO N/F M. TIMOTHY & KATHLEEN M. FRIEND UPON RECEIPT OF ALL REQUIRED GOVERNMENTAL LAND USE APPROVALS (SUBDIVISION & SRD). 8) APPROXIMATELY 8501 LF OF PROPOSED SIDEWALK DEPICTED'ALONG ELLINGTON ROAD IS SUBJECT TO AGREEMENT TO ELIMINATE SIDEWALKS ALONG ONE SIDE OF PROPOSED DEVELOPMENT(S), 130TH EMERALD GREEN SUBDIVISION AND SUBSEQUENT APPLICATION FOR TEABRRY ESTATES SENIOR RESIDENCE DEVELOPMENT (LOT{<j3). PROPOSED SIDEWALK IS DEPICTED WITHIN THE APPROXIMATE LIMITS OF THE STATE OF CONNECTICUT RIGHT OF WAY AND WILL BE SUBJECT TO FUTURE DESIGN AND LAYOUT TO AVOID EXISTING OBSTACLES WITHIN THE RIGHT OF WAY, INCLUDING, BUT NOT LIMITED TO UTILITY POLES, TREES, SIGNAGE AND MAILBOXES. MAP REFERENCE: \ \ 1) CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR EAST HARTFORD - WAPPING ROAD FROM THE E, HARTFORD TOWN LINE NORTHEASTERLY ABOUT 11,200 FEET ROUT NO. 313 SCALE1"-40' DATE: OCT. 30, 1931 2) CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR EAST HARTFORD - WAPPING ROAD FROM A POINT ABOUT 1070 FT. SOUTHERLY FROM THE PODUNK RIVER NORTHERLY & EASTERLY ABOUT 6300 FEET. SCALE:1'-40' DATE: NOV. 30. o 3) ^LOT PLAN RESURVEY PREPARED FOR UNITY CHURCH 919 ELLINGTON ROADSWTH WI 9 CONNECTICUT SCALE1"-40' DATE 2-12-2003 DESIGN PROFESSIONALS, INC. 4) KEY MAP TUDOR HILL PROPERTY OF GEORGE J. ACHENBACH SOUTH WINDSOR. CONN. SCALE1"-200' DATE -MAY Z 1974 ACHENBACH REALTY COMPANIES 5) SUBDIVISION MAP TUDOR HILL SECTION II PROPERTY OF GEORGE J. ACHENBACH SOUTH WiND CONN. SCALE:t'-40' DATE4-22-74 ACHENBACH REALTY COMPANIES 6) TUDOR HILL SECTION I FINAL SUBDIVISION PLAN PROPERTY OF GEORGE J. ACHENBACH ELLINGTON ROAD SOUTH WINDSOR CONN. SCALE:1'-40' DATE2-20-73 7) TUDOR HILL SECTION I FINAL SUBDIVISION PLAN PROPERTY OF GEORGE J. ACHENBACH ELLINGTON ROAD SOUTH WINDSOR, CONN. SCALE 1"- IV DATE 3-20-73 ACHENBACH REALTY COMPANIES ;y� LEGEND I �� ` 0 EXISTING IRON PiN f • IRON PIN TO BE SET 1 * MONUMENT TO BE SET o EXISTING MONUMENT , +--< EXISTING UTILITY POLE _ =KJ-- = EXISTING CATCH BASIN AND PIPE i EXISTING SANITARY MANHOLE AND PIPE PROPOSED PROPERTY LINE ------- EXISTING PROPERTY LINE / - -- REGULATED AREA INLAND WETLANDS / I / •' " 7 8-9 05 7 1-05 6 6-27-05 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 5 5-i2-05 INFORMATION. ALL EXISTING UTILITIES SHOULD 4 3-30-05 BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO 3 3-10-05 2 tt-17-04 CONSTRUCTION. 1 10-20-04 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF -''HE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE MONUMENT NUMBER MONUMENT COORDINATES NORTHING EASTING M 1 859150.6621 1043898.6039 M2 859025.6513 1044184.53?8 M3 859011.0729 1044253.7b63 M4 859010.6366 1044366.4752 M5 858976.2839 1044511.4209 M6 858913.7513 1044435.3922 M7 858960.2317 1044380.1793 M8 858960,3321 1044366.0617 M9 858960.6642 1044253.9258 M10 858979.8385 1044164.503 N /F McPHERSON 3gE 1�� i 5�� 9 1p6 20a4�" �� FINAL: APPROVAL CONDITIONS ADD TEMP. CONSTRUCTION EASEMENT WPCA APPROVAL REVISIONS OFFSITE SIDEWALK;PODUNK EASEMENT RELOC. DRAINAGE PER TOWN COMMENTS GENERAL -EASEMENTS REVISE DRIVE LOCATION/EASEMENTS/SIDEWALK PER TOM COMMENTS DESCRIP PON KMI KMI KMI MON L Gi s 0'esv >< 1O7t7lL ll/U2t l .c 45aost1uv NA vNuE-w�"T v"H^S^P, r rngC�e TELEPHONE (88018442511 CERTIFIED MAiL May 2, 2005 Mrs. Kam Isherwood Design Professionals, Inc, 165 South Satellite Road South Windsor, CT 06074 Re: App105-02P, Emerald Green Resubdivision Dcar Mrs. Isherwood: We arc pleased to advise you that the Planning & Zoning Commission voted on April 26, 2005, to approve with conditions App105-02P, Emerald Green Resubdivision on 15 acres to create 3 lots to be known as Emerald Green on property located on the casterly side of Ellington Road and northerly of Quarry Brook Drive, RR and A-20 zone as shown on plans prepared by Design Professionals, Inc., Project #1930-1, dated April 22, 2005, as revised. This approval Is subject to the following modifications: 1. This approval is for 3 lots, numbered 1-3. 2. Concrete sidewalks, built to Town specifications, shall be instal led on one side of the new street and shall be installed along Ellington Road to the edge of the Mill on the River parking lot. 3. Drainage and construction for this subdivision is subJxt to the approval ofthe Town Engineer. 4. All lots shall be serviced by the Town of South Windsor sanitary sewer system and are cs_},;, to the a...1 ofs1.,. W.,,.. D,.11„n,,.. !•.,......1 e...t.,._... •r,.-V .. of. ...•.w Poll .tion ..sous. r.uumucy. 5. Street lighting shall be installed on siratq, at intersections end on cut-0asacs in accordance with the policy established by the Chief of Police. Street lighting is to be coordirtatod with the Chief of Police (copy =closed). 6. Street names and locations of fire hydrants are subject to the approval ofthe Fire Marshal of the Town of South Windsor. Street names and supporting posts shall be installed by the developer in conformance with the standards ofthe Town of South Windsor, at no expense to the Town. 7. 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 ryand/or property darnagc in the amount of S1,000,000. 8. This application is subject to the conditions of approval of this Inland Wetlands Agency/Conservation Commission, including a bond in the amount of 25,000 to ensure suc:assftil installation of the storm drainage pipe. 9. TTe es within the Street Trenv 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 enclosed specifications must be included in the approved plans. 10. Prior to commencement of any site work, a mating must be held with Town Staff. 11. Ali plans used in the field by the developer must bear the stamp and authorized signature of the Town ofSouth Windsor, 12. Ali easements for conservation purposes, drainage or utilities, that may he 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 spas, 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. 13. Footing drains ate required for each Louse. Prior to the building of any structure on a lot, a topographic map, drawn to a scale of 1" - 40', shall be submitted for each lot in the subdivision, showing proposed contours, elevations and the ioermOn 0f foe footing drains. No building permits will be issued until the proposed contours, floor elevations and location of feeling drains have been approval by the Town Engineer. 14. If, for any reason, finished grading and other individual lot site work is not completed, the Town Pngineer steal l 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. I5. Quantity estimates must be submitted to the Town Engineer (on the enclosed form) for the pwposc of dctermining subdivision bonding. All bonds shall conform to the enclosed bond policy and shaft toe posted prior to filing the final plans in the Town Clerk's office. If the developer ebooses to submit it Letter of Credit for a one year tam, said Later 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. 16, A drainage assessment fee in the amount of S 150 shall be submitted to this Commission. 17. The Town Engineer's review comments dated March 16, 2005 and March 17, 2005 must be addressed to the Town Engineer's satisfaction. 18. No building permits will be issued until all modifications have been complied with, and the Fa Al pl-n- have been riled '., the To-_ aC.&s Officc. 19. The signed agreement between JMJ Construction, the Clarks, and Unity Church to hook up the property at 909 Ellington Road to public water must be submitted prior to any construction 20. The signed drainage agreement between the Podunk Ridge Condominium Association and JMJ Construction must be submitted prior to any construction 21. A fence must be provided along the wcsterdv stele ofthe detention area. G�� OF APR aJ� v G� OF cl O�P`�P�Oft s+ .�1 �65 �• o© / / \ V EXACT LOCATI OFF -SITE SIDEW BE DETERMINED IN FIELD IN ORDER TO AVOID ALL EXISTING OBSTACLES WITHIN R.O.W. INCLUDING, BUT MI SIGN OT LiMATLBOXES,TETC. S, UTILITY POLES, r N \ , ERIC R. & RACHELLE CLARK 50 t 00\ APPROX LOCATION: IILK VICE (TO CONNECT AS REQ. BY SUBDIV. APPROVAL) �C-P Q .0�� 50o m ,1 JA 41, N46'52'52"W \ �" YO � ().J v \\ 9 1IAPLE - " � ( / \ S46 52 52 E ` of \\ \\ Q � -5' 'so & R_ sue. N 2 \ - OD NK- ^IDGE s S S66 \\ A S P DRAINAGE EASEi�NT IN FAVOR OF THE TOWN OF \ SOUTH WINDSOR \ TEMPORARY CONSTRUCTION�y EASEMENT IN FAVOR OF �\ J.M.J. CONSTRUCTION \ \ E.I.P. N � • ve, W aW O N�F ,�Q�G-vON Ny N Os\� 18" OAK 7 �" C `` _()dal PROP. WATER SERVICE O TO CONNECT APPROX. LOC. �1 PROP. DRIVEWAY SS E( C 0 30"BEECH � 'b° SPeI ' / Vrr PROP • S i• •0 �.�% _6 5661/''g / PROP. WA SERVICE .00, TO CONNECT) Black and white transparent mylars of Sheets #4a and 4b with the above modifications, together 1 with three blueprint copies ofthc entire set of plans must be submitted to this Conunission within 30 days to be stamped and signed, The letters of approval of this Commission, w well as the uJand Wi;JartdS ngcocyiComcryauon Commission, must be reproduced on the mylals. After mylars have been signed by the Cr,imission, they will be returned to you for filing in the Office ofthe Town Clerk by August 13, 2005. After filing these plans, a copy ofthc receipt must be submitted to the Planning Department Sincerely, imI by Hf ent !!/� Timothy H Wentzell, an � Planning and Zoning Commission cc: Town Engineer Chief Buildiog Official Assessor Superintendent of Pollution Control I;;" Marc_hn,-1 Board of Education JMJ Construction, Inc. Attachments: Dced/easement policy Bonding policy Quantity Estimate Lightingpolicy � E.I.P. O � � O \ nlfflloz a� soutA WD&t� 1540 SUWVAN AVENUE • SOUTH WINDSOR. CT OW74 ic'LEPHONE 11 1644.25ii November2,2004 Certified #7004116000D210595115 Design Professionals, Inc. 165 South Satellite Road ^� South Windsor, Cr 06074 PE: AppL#04-ESP-Emer4d GreenSubdFvislon To Whom It May Conan: At the October 20, 2004 regular mcding, the Inland Wetlands Agrney/Conservation Commission approved application 404-58P -Emerald Green Subdivision- Ellington Road - InlandWdlandlConswarionf`.mnmis6 n apptiratinn fm approval ofa then-Int r-irimfini subdivision, and stormwater sWctures and associated site improvements on property located easterly of Ellington Road, and northerly of Quarry Brook Drive. This approval is subject to the following conditions: I. Ono blueprint copy ofthe 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 hamiless the Town of South Windsor against any liability, which might result Earn the proposed operation or we. 3. The permit is valid for five years and shall expire on October 20, 2009. It is the landowncr(s)/applican+(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. m 4. All approvals required must be obtained and submitted prior to any activity on the site. �W S. A contact person shall be identified on the plans. v 6. We recommend a bond in the amount of S5,000 be submitted to the Planning & Zoning Commission to msuro compliance with the erosion and sediment control in arares. _ 7. We recommend a bond in the amount of S5,000 be submitted to the Planning & Zoning n Commission to ensure the establishment ofthe stomtwater basin �' 1 8. Approvals from the neighbors or their representatives for the drainage discharge be obtained. Any revisions to the drama! system discharged off this site must be resubmitted to Town staff for their rcv,,,w. Very truly yours, IN' Arras Irrcrr As.rnc AG-1-1 I J CONSERVATION COMMISSION ,f E Warren, Chairperson EWar N\F Q (hiefBnildingaffielel (THE UNITY CHURCH OF HARTFORD NY 270 c,1 E 1N'. •. •. •.. -:: •' • OS�O ASEM�N 72.27 N-'.-,••:-•••'-�•'.---'•-�.'��'.FFg'Ep'.;�Rjp�GP.u'. - ' • \•WEE � \ O !0 cf OIL \ r 20.E ;sib' p .(OC •+J" INS L STUB a 2h p0 FOR TURE sr•ty �� `�� �F ��� p1 EXTE SIONS51•125"E c�28 gp� P F 39 8' V/ %o ;K t ,� to \mac•* i' f60 ,*`F. 20'0� DRAINAGE D� T=3.84 O EASEMENT / .Il5. p��6 �•�y / / \ N d \ RIGHT TO DISCHARGE 1b` S42'S6'40"E 20.00' 3 �E4 40 o . 2 M _ 2O S� ,.!�c0"�I1 �y �ti G:l°� O �� \ 9 GNJRGN `v tp 5;\Y. -23'20'2� 00 O is S66•�3 0 '� a g O� �-� \-&PROX. LOC. PROP. 10'-12' N\F SIGN PAVED DRIVEWAY TO CONNNECTM. TIMOTHY & KATHLEEN M. TO EXIST DRIVEWAY FROM INTERSECTION - 50' MIN. FRIEND REMOVE EXIST. DRIVEWAY \ LOAM & SEED EXIST. \ m MAILBOX cP Su a r`' ?J ` tc, N � 0 (p �Nr A :51 N\F R.S.K. CONTRACTORS, INC. Z� SF. 43,636 Pc evil► "Ny `0 NF � �o►- ALAN M. & TERESA A. / ..s�� PLATTEIS ✓ /' A S � 43 6o PG• �' 22a •!r565• �.� N65�� THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTiCUT ASSOCIATION OF LAND SURVEYORS, INC. AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 128sz RICHARD P. MARTEL LIC. No. GRAPHIC SCALE 40 O 20 40 80 t-- l P 1 inch = 40 ft Tel. 860.291 • 8755 ® Fax 860 291 8757 leSig 1f,"Wof essionaed% ire■ ��0� �� „ D D f/!A-\1 KMI KMI KMIe RAM DES( GN.• RAM DRAWN.• RAM CHECKED: GBS RAM ■ ■ civil engineers • planners surveyors `� landscape architects • Cis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 JOB NO.: 1930 DATE 9-10-04 8Y DRAWNG NO.: 1930-4./)WG N\F ROGER H. & DONNA S. ANDERSON OWNER/APPLICANT N\F JMJ CONSTRUCTION CO., INC. STEPHEN & 658 ELLINGTON ROAD PAULA LOOBY SOUTH WINDSOR, CT. 06074 TEL. (860) 282-0628 ' RESURVEY PREPARED FOR: SHEET EMERALD GREEN SUBDIVISION ELLINGTON RROAD 4A SOUTH WUNDSOR., cC®NMtCTRCNT i NE 4A"10 NF UNITY CHURCH OF HARTFORD NOTES: 1) ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2) HORIZONTAL DATUM IS NAD '83. VERTICAL DATUM IS NGVD '29. 3) FLOOD ZONE X - AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN COMMUNITY PANEL 090036 0010 D REVISED FEB. 23.2001. V 1 4) AREA OF EXISTING PARCEL - 570t337 sq. fL - 13.0 cc. 1 AREA OF CONVEYANCE = 87,296 sq. fL - 2.0 cc. TOTAL AREA OF PARCEL = 15.0 as 5) MAJORITY OF PARCEL IS ZONED RR. 5) WETLANDS FLAGS 1-7 AND OFF -SITE WETLANDS ON PROPERTY OF N/F TOWN OF SOUTH WINDSOR WERE FIELD DETERMINED BY HIGHLAND SOILS ON MAY 10. O04• AND WERE J LOCATED BY DESIGN PROFESSIONALS, INC. ON MAY 11, 2004. WETLANDS IN AREA OF CONVEYANCE WERE FIELD DETERMINED BY HIGHLAND SOILS ON 1/21/98 AND WERE LOCATED BY DESIGN PROFESSIONALS. INC. MAP REFERENCE: tU— 1) CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR Q EAST HARTFORD - WAPPING ROAD FROM THE E. HARTFORD TOWN LINE NORTHEASTERLY ABOUT 11,200 FEET ROUT NO. 313 SCALE:1"=40' DATE: OCT. 30, 1931 2) CONNEC11CUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR EAST HARTFORD - WAPPING ROAD FROM A POINT ABOUT 1070 FT. SOUTHERLY FROM THE PODUNK RIVER NORTHERLY & EASTERLY ABOUT 6300 FEET. SCALE:1"-40' DATE: NOV. 30, 1936 3) PLOT PLAN RESURVEY PREPARED FOR UNITY CHURCH 919 ELUNGTON ROAD SOUTH WINDSOR, ' CONNECTICUT SCALE:1'-40' DATE: 2-12-2003 DESIGN PROFESSIONALS, INC. 4) KEY MAP TUDOR HILL PROPERTY OF GEORGE J. ACHENBACH SOUTH WINDSOR, CONN. SCALE:1"-200' DATE:MAY 2, 1974 ACHENBACH REALTY COMPANIES 5) SUBDIVISION MAP TUDOR HILL SECTION 11 PROPERTY OF GEORGE J. ACHENBACH SOUTH WINDSOR CONN. SCALE:1"-40' DATE:4-22-74 ACHENBACH REALTY COMPANIES 6) TUDOR HILL SECTION I FINAL SUBDIVISION PLAN PROPERTY OF GEORGE J. ACHENBACH ELLINGTON ROAD SOUTH WINDSOR CONN. SCALE 1"-40' DATE 2-20-73 �Q'�3j' 7) TUDOR HILL SECTION I FINAL SUBDIVISION PLAN PROPERTY OF GEORGE J. 65 N 1g 5� ACHENBACH ELLINGTON ROAD SOUTH WINDSOR, CONN. SCALE:1"=40' DATE:3-20-73 ACHENBACH REALTY COMPANIES •/ N .00, UNITYNCHURCH BARBED WIRE RJ OF HARTFORD TREE - TYPICAL .00 /�- 000 ' ,` o •6 N N6.00 SF 528,g0 p,C 12• op 2 N/F CONSTRUCTION AREA=441610 0 \ so \�y LAND TO BE CONVEYED BY THE UNITY CHURCH OF HARTFORD TO JMJ CONSTRUCTION CO., INC. AREA OF CONVEYANCE 87,296 SF == 2.0 AC. I � ® EXISTING IRON PIN • IRON PIN TO BE SET ■ MONUMENT TO BE SET a EXISTING MONUMENT - ��- - EXISTING CONTOUR --�1Q-L7-- PROPOSED CONTOUR x98.5o EXISTING SPOT GRADE x99.00 PROPOSED SPOT GRADE EXISTING TREELINE PROPOSED TREELINE EXISTING PROPERTY LINE — --• REGULATED AREA INLAND WETLANDS I. PIN N/F / DAVID J. SCHI N/F \ 3 ROBERT G. & KAREN M. STOKER .�'� �� ter• 1� 4Q' 3� � N/F ROBERT A. & s'rr►�� JOYCE A. BURNS N/F / BRUCE A. & \ / / JANET B. MILLER 1. ,PIN ALBERT K. BEMENT \ ` +�N N ` �� I r I. PIN N/F MICHAEL A. & I, PIN ROSEMAK . BROAD \ �/ N/F JW �r�' ,;V MICHAEL & 00 ®N� N/F VIRGINIA SCHOBINGER Z MICHAEL C. & N/F SEIDEL STROUT L PIN ALAN M. & THERESA A. PLATTEI S OWNER/APPLICANT JMJ CONSTRUCTION CO., INC. 658 ELLINGTON ROAD SOUTH WINDSOR, CT. 06074 TEL. (860) 282-0628 N/F TOWN OF SOUTH WINDSOR 3 ® WF 4 Tti° o �? J' • j W 40.10 I. PIN � I. PIN s N/F / WILLIAM S. & I. PIN KATHRYN L. PERKINS N/F VADKACi a KAAI �,nii: A N/F BENJAMIN & DEBRA CARLSON zo n x z m 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD FIELD VERIFIED PRIOR TO CONSTRUCTION. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. I THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF. THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RICHARD P. MARTEL UC. No. GRAPHIC SCALE 40 0 20 40 so.EMERALD ® Tel. 860.291 • 8755 ® Fax 860.291 • 8757 Resign ofess�onels, me ■ �� �� civil engineers planners surveyors ��' p �' gP landscape architects is s 165 South Satellite Road, South Windsor, Connecticut 06074 � Ur[���' p��ABE RESURVEY PREPARED FOR: GREENSUBDIVISIC3N2. ]ELLUN\ GT ®\N ROAD SOUTH WUiDS0110 CONMICTUCtUT SHEET 4JD ( IN FEET) 1 inch = 40 #t. 2 5-12-05 FINAL KMI DESIGN. • RAM DRAWN.• RAM CHECKED: GBS 1 3-7-05 GENERAL KMI ✓08 NO.: 1930 DA7E 9-10-04 NO. DATE DESCRIPTION 8Y ORAWNG NO.: 1930-4.DWG r 2346 64UP 0) o / N\F \ _-PARSED vnRE IN � \ © \ 1 N ITY CHURC , OF HARTFORD TREE - TYPIC5L - ' CO 0 If CID \\V I /r CA r• 3� 1 �\ 4, nP PROP 0 \ a + J \ qq --------------- OD m J 1 - Jul `•. .� -•-- `� , � pia , , , / \\ �O • �� � � � � � 4 : \ ©© + � , / , oil' r I p�M�t , �,�6, �g/� 00 O° 1+ CID / ll \ / g2Im 43 7 L O ` J I RQ 6 27'y ' TENSION , 02.45 , "� r ' L.LI �,P � \2 � /$4 i , .I.P. I `� ,;� � G + E tN , r<72.27 r .80) / •,� Z \ \� \ / \ SNET Co./\ \ \ \ .\ 82� ` I - I Ig6.90 R B SION� 0. TR 2 C LIGHT fr \t \ 8Z l \ / 8Q `t pSS i }` ` ,� / ® �S•S� r < _ e r N 1 R RE + �� 8 15 •1 : + o / I •N9 rn E SI \` E I.P1r ./+ / \ : a / �1 r roo Jr �I S51 _ ' $5„E cJ2g'2 t Pi c- r t 1 t '�P NED 1 y t PC65 t O .15 S G r 15" • 91.00 »fir rr DR N 3 \CURT (12):91.25 \Ai PROX. LOC\\ N\F t !GJ '' GJQ.•''' '�° / ° y0• I R y R-63.00 \ \ i ES(IST. HOUSE ERIC R. & RACHELLE CLARK � -__ \ �`` `+\ � ` `` \. moo. ' + 'g�•."•r/ ' tl ` � , t 5.75 ' \ �/ t APPROX LOCATION: VICE (To CONNECT AS REQ. BY SUBDIV. APPROVAL) O ^y ^�O 0° \ \\\\ • PSMH3 \\ \Q a y�v N �j .�0 • ° 4 2 ,� . . INV:10 .0 �. '\� QO ` `� t �\ \ ` �� `t'+'\` ``CpPE \ \ ��C / / 1 _`CJ1•"v 18" 0 K �/ �C$� "' S.9 r /, J \t ` \ \ \ ` \ � � j\Q.O�\ // \ `,, COJo �. \` w _tea _ / ��k��'.t�� f t F + �� ` �� 10_� -/0_ ,`� t its \ y t + \ � , 25. •mo \ goo, � \ / ^\ o'+ \ : + lit �NGF APPROX. LOC. PROP. WATER SERVICE 1M `bt1F t t + �\ O \XIST. HOUSE / ----- / '° N . Q \ , 9 \ ?0 CONNEC ° k y 5 r O f `I D \ \ O \ � � t c^• E x r zz � O '\ APPROX. LOC. I d ' I t O 1 +� ` (�E Q �' / PROP. DRIVEWAY ��.�, ,1wj. r r t \ : 6 ` \ . \ ` \` ��� // I. PIN -1 r r I ` t i + � ` � \ � \ ` ' I P ON• � /^� % �,P\ iQ•G0 1�° \ / / 9y 10 T � • `0 • , _. a•2 ' Q1 r t l �N � ;� , �N• ` � � \ rA + ` \ ` \ \ `, ' \w0 �� \ ..\ \ V� 1\\\ _ Q°�Pt_k1^ \ / / nD : Z�• _ _ o�P� nCl STRF�AECIT �_i i _w_, ". V. $1.25 1 V �c 30 BEECH V � \\ �. , 1� G0'l•P1 /�� NG ./� 2 h1 � , ,-\ 12")' g r�-�„ 4%\ O • , 1` \ `t '+ \ \ \ • \ \ 9 \ 70'\80.7 HOPE Stio.sx \ \ \\ 9 AAPLE �` 6 2 / / , =1.0� 2" H r �- r % �N / / PSMH2 r TF18 .50 y ' / r r! r ' l ' l \ ` ` \ ` \ I. PIN STAB W GE / 1 ' t 5 ` �rr�`Y' V MP / r 7 5 ' 9� 2 r��j , , I \ t �i�� CHA TO B OF o - g 9 �,o \\\�y�3 WAS / FL78.30 9�.,� L , ' \ ' l ti� i. '\ + �, N\F viaD MO RI D' RIPRaP ' " , \ o ' °°�°'° ° •�`�`°ryb A / MICHAEL C. IDEL STROUT \ N ,� u O Op 8 ��; • 9 O / i r / f tJQ /�� , t / & SE ycoR 4,\N\ t , G0 .;��J�' e° ����. \ \ C/(� CH NN j(12" DEPTH)/ ` N��DR �\ Q �c' `��O LAY �� O\\s `t�•y�Tgp 2 ,� 35021E�IRONI POSED TREELINE� ROPOSED 20' DRAINA �� \�� `d�9 \.t- qCl T CJ66 v N ' / ' ly f // ENTIN FAVOR OF Tk% TOWN OF SOUTH �ry WIN SOR yip: ° !ZP`• '� d�Xp Z. r / SEE OS I AN f�' ��` 0 '� tl X \� WA NCE , \ Fc ti o, L ry 5 0 / TO CONNECT) \ 7' sN . \ SHEE TA ON oL rro. \\ / \ �` �,, ' o \ N `+ `� o ALAN M. & TERESA A. PLATTEIS SHEET DEi�1ILES ON �. / _ ROPOSED SAN. LATERAL. TO y Q r , STORM STRUC ICE o p / APPROX. LOC. / S1 r i tik p� 16'Wx23'L ODIFI D+ 1 , ' , r + \ :MATCH \j / 887 ELUNGTON R AD t0 t , r STALLATION. �\ 1 EXIST. HOUSE / N RIP -RAP RLUNf�> P4)OL+ t` t r r , r ; <\ \ , GRADE(-79. / 07� E / Z F" `1 , 1 t� I t , (r FL 76.0 e \ , �j 1 ,�LL `� , EET SIGN PAVE9XL)RIVEWAYOf �O CONNNECT `�C� '/ 6�h SF. '/ �, t 1+ N\F L o F M. TIMOTHY & KATHLEEN M. To EXIST DRIVEWAY - 50' MIN. (' _ , ' �3' o P�. ' �5 w + ROGER H. & DONNA S. ANDERSON FROM INTERSECTION FRIEND r �� EXISTING'TRIEELINE 9• r� ' ' �►, ' . ' ,\/1 ` \ V REMOVE EXIST. DRIVEWAY `\ \ \p� 0 LOAM & SEEO � r ,r �k�'�7'✓ (- 4_GEND ( PROPOSED TREELINE , ,' , �,�,ti� \ 1oo �� / _ `I \ 0 RONTING IRON P N TO BE IN T t - \ �o \ / y i�� STEPHEN & `, N\F �-, PAULA LOOBY ■ MONUMENT TO BE T MEXIST.AILBOX R"S.K. CON I RACTO INC. 1 Zo.00 m MAllBox � 1 „ o EXISTING MONUMENT Cp� s6y610'3?-C EXISTING UTILITY POLE PAVEMENT GRASS \ � = EXISTING CATCH BASIN AND IPE \ � PROPOSED CATCH BASIN AND IPE ' � �\ / SHED N\F INIS D GRADE �' � \ \ \ � ` ^ ' \ \ \� ,, ROGER H. & DONNA 'S. ANDERSON m � .11 . - � - EXISTING SANITARY MANHOLE AN PIPE (35 BIT. CONC. TOP SOIL 4� M STOx \ \ \ \ --CS)-- PROPOSED SANITARY MANHOLE AND IPE - l ' \ \ET C O ' BASE WARNING, TAPE - MIN, 12' ` No. 23�9 \ �C PROPOSED WATER MAIN AND HYDRANT • ' , • MAX. 24' BDVE PIPE r l ' SUBBASE _ SAND BACK FILL DR \ \ / � -SANITARY LATERAL (6" PVC/5=2.08MIN.) ' APPROVED NEVIOUS \ - O W WATER LATERAL MATERIAL \ I. i t4N ' \� \ �/ p - F OUNDATION ORAIN(6" PVC/S=1 WIN.) / FILTER FABRIC OVERLAP ` i \ \ 6' MIN, BOTH W Y ` NOTES: \ - aao- - E TING CONTOUR <SEE NOTE) \ \ (,, --}-- PRO SED CONTOUR \ \ 1) ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. g. 00000popo "nn00000 / popopo° nn,°,00 / \ \ \( MAP REFERENCE: 0010 t' 6" ` G \ \ \mEXIST. 1) CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TO SOUTH WINDSOR 2) HORIZONTAL DATUM IS NAD �83. x98.s0 EXISTIN POT GRADE EAST HARTFORD - WAPPING ROAD FROM THE E. HARTFORD TO NIORTHEASTERLY ABOUT VERTICAL DATUM IS NGVD 29. X99.00 PROPOSED POT GRAD p �tivJ 11,200 FEET ROUT NO. 313 SCALE:1"=4O' DATE: OCT. 30 3 FLOOD ZONE X - AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN O o°o°c - 6' MIN. P.V.C. \ ,P\� \ \ ) PROPOSED SA TA CLEANOUT o°c0°o°. " �°�°�° PERFORATED PIPE \ \ G�Go � 2) CONNECTICUT STATE HIGHWAY DEPARTMEN T OF WAY MAP TOWN OF SOUTH WINDSOR COMMUNITY PANEL 090036 0010 D REVISED FEB. 23,2001. HOLES DOWN �\ \ �E1 �� EAST HARTFORD -WAPPING ROAD FIR OINT ABOUT 1070 FT. SOUTHERLY FROM THE PODUNK 4) AREA OF EXISTING PARCEL = 570,337 sq. ft. = i3.0 cc. EXISTING TREELI r , , r ,, , , , r \ ��,, \ \ \ ��• RIVER NORTHERLY &EASTERLY 6300 FEET. SCALE.I =40 DATE: NOV. 30. 1936 AREA OF CONVEYANCE = 87,296 sq. ft. = 2.0 ac. PROPOSED TR LINE NOTE, 3/4' STONE \ �O �, TOTAL AREA OF PARCEL = 15.0 cc. PROPOSED P OPERTY LINE r , r / ' , r / , �-F• A� \ \ ,`\P C\ 3) PLOT PLAN RES.—PREPARED FOR UNITY CHURCH 919 EWNGTON ROAD SOUTH WINDSOR, FILTER FABRIC SHALL BE NONWOVEN \ � "" \ \\ \ \\ ��OF,�S\� CONNEC11CU LE:1"=40' DATE: 2-12-2003 DESIGN PROFESSIONALS, INC. 5) MAJORITY OF PARCEL IS ZONED RR -�---- EXISTING OPERTY LINE r CLASS 2, WITH PERMITTIVITY OF Q r I \ \ \\ �' Y MAP TUDOR HILL PROPERTY OF GEORGE J. ACHENBACH SOUTH WINDSOR, CONN. 6 WETLANDS FLAGS 1-7 FF-SITE WETLANDS ON PROPERTY OF N F TOWN OF SOUTH / 0,5 TO 0.1 SEC AND ADS OF �` 5 SCALE• 1"=200' DATE: MAY 2, ) / r / 1974 ACHENBACH REALTY COMPANIES 0.43 SIN TO 0,22mm AND SHALL ti \ `��`� �� WINOSOR WERE ETERMINED BY HIGHLAND SOILS ON MAY 10, 2004 AND WERE MEET AASHTO M288-96• `b S LOCATED B IGN PROFESSIONALS, INC. ON MAY 11 2004. WETLANDS IN AREA OF \'dam\\ �,��y�1 5) SUBDIVISION MAP TUDOR HILL SECTION II PROPERTY OF GEORGE J. ACHENBACH SOUTH WINDSOR CON CE WERE FIELD DETERMINED BY HIGHLAND SOILS ON 1/21/98 AND WERE I. PIN CONN. SCALE:1"=40' DATE:4-22-74 ACHENBACH REALTY COMPANIES OWNERAPPLICANT ARPLICANT PAID BY DESIGN PROFESSIONALS, INC. 10 8-9-05 FINAL: APPROVAL CONDITIONS KMI 6) TUDOR HILL SECTION I FINAL SUBDIVISION PLAN PROPERTY OF GEORGEE J. ACHENBACH 7) PARCEL A TO BE CONVEYED TO N/F M. TIMOTHY & KATHLEEN M. FRIEND UPON JMJ CONSTRUCTION CO., INC. EWNGTON ROAD SOUTH WINDSOR CONN. SCALE:1"=40' DATE-2-20-73 RECEIPT OF ALL.. REQUIRED GOVERNMENTAL LAND USE APPROVALS (SUBDIVISION & SRD). 658 ELLUCTION ROAD 9 7-14-05 REV. PER DOT COMMENTS KMI 8 5-12-05 PODUNK EASEMENT/PIPES KMI 7) TUDOR HILL SECTION t FINAL SUBDIVISION PLAN PROPERTY OF GEORGEE J. SOUTH WINDSOR, CT. 06074 ACHENBACH EWNGTON ROAD SOUTH WINDSOR, CONN. SCAl.E:1 =40 DATE:3-20-73 7 4-22-05 ONE BASIN/PIPE SIZES KMI ACHENBACH REALTY COMPANIES TEL< (860) 282--0628 6 1 4-12-05 REV. BASIN ; INCREASE PIPE SIZES KMI o{ p 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 % Tel. 860 291.8755 e RESURVEY PREPARED FOR: SHEET z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN GRAPHIC SCALE ® Fax 860 291 8757 ���r.,(^�(/„��j���N > 5 4-05-05 ADD PROP. GRADING/SLOPE KMI „ „ (J", �iLr ULr m INFORMATION. ALL EXISTING UTILITIES SHOULD THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ��� D v D D BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 3-30-05 RELOC. DRAINAGE PER TOWN COMMENTS KMI AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. 40 0 20 ,40 $0 EMERALD GREEN SUBDI YISIC�N 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 3-10-05 GENERAL REVISIONS MHA r 5 .A. BY A LICENSED LAND SURVEYOR PRIOR TO TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. t ■ ofess onals, Inca �y �q �j CONSTRUCTION. 2 11-17-04 REVISE DRIVE LOCATION/EASEMENTS/SIDEWALK RAM ( IN FEET) ,� DESIGN. RAM DRAWN RAM CHECKED.' GBS ELUNGTO 'ROAD 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 10-20-04 PER TOWN COMMENTS RAM 12882 1 inch = 40 ft, civil engineers •planners surveyors IMPRESSION SEAL AND ORIGINAL SIGNATURE RICHARD P. MARTEL LIC. No. 0! landscape architects • gis gps JOB NO.: 19JO DATE- 9-10-04 10 OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: 1930-5.DWG SOUTH WU`�S®R CONMICTIIC UT a 4 4 ` l LAKEWOOD �Q `' e 1 i/ r \ I I rtCD - z , , Pie AA \ r, OX.,--100� \ TOWN OF SOUTH WINDSOR AREA OF CONVEYANCE =87,297 S UARE FEET \�•'�- 10�- - - - - --�2._904ACRE LAND TO BE CONVEYED BY + THE UNITY CHURCH OF j HARTFORD TO _ JMJ CONSTRUCTION CO., INC. 106_ _ AREA OF CONVEYANCE - - ` ��•_ , 87,296 S.F. = 2.0 ACRES _K51C 2 WF 3 114— I .../ "✓ 3" `� Li P S i LA I. PIN BENJAMIN & I -------------- _N/F�' ___ / N 3 JMJ CONSTRUCTION CO., INC. \ �ll�, / I. PIN WILLIAM S. & KATHRYN PERKINS c AREA Or DAPPI-1 52Sg0� pG ( 570,337 S.F.=13.0 AC ( r _ - _ fls� / - / N/F — _ — -- \ II I. PIN KARMELA MALONE _ _ ` ----- - - - - -------Ii8-"- /.- AREA OF PARCEL =570,337 SQUARE FEET- =13.0 ACRES - - - l - / 1. PIN N/F DAVID P. & MERRIDY BILODEA - - - ---- - N / / / i. PAN DAVID J SCHELL �1zo .00 / ROBERT G. & .00000 KAREN M. STOKER , PD N/F ROBERT A. & JOYCE A. BURN N/F MAP REFERENCE: // BRUCE A. & JANET B. MILLER ' NOTES: 1) CONNECTICUT STA HIGHWAY DEPARTMENT RIGHT OF WAY NEAP TOWN OF SOUTH WINDSOR EAST HARTFORD - WA ING ROAD FROM THE E. HARTFORD TOWN LINE NORTHEASTERLY ABOUT 1) ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. / / 11,200 FEET ROUT NO. 13 SCALE:1"=40' DATE: OCT. 30, 1931 PIN N/F �2 2) HORIZONTAL DATUM IS NAD '83. ' ) CONNECTICUT STATE H WAY DEPARTMENT RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR ALBERT K. BEMENT EAST HARTFORD - WAPPI ROAD FROM A POINT ABOUT 1070 FT. SOUTHERLY FROM THE PODUNK VERTICAL DATUM IS NGVD '29. RIVER NORTHERLY & EASTERLY ABOUT 6300 FEET. SCALE:1"=•40' DATE: NOV. 30. 1936 3) FLOOD ZONE X - AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN COMMUNITY PANEL 090036 0010 D REVISED FEB. 23,2001. / / PINAREA CONNECTICUT NSCALE-. "E 40'DTE:PREPARED F02 2003 DESIGN PROFESSIONALS, INC.D SOUTH WINDSOR, 4) AREA OF EXISTING PARCEL = 570,337 sq. ft. = 13.0 cc. / N/F MICHAEL A. & ` OF CONVEYANCE = 87,296 sq. ft. = 2.0 cc. 4) KEY MAP TUDOR HILL PROPERTY OF GEORGE J. ACHENBACH SOUTH WINDSOR, CONN. TOTAL AREA OF PARCEL = 15.0 ac. SCALE:1"=200' DATE:MAY 2. 1974 ACHENBACH REALTY COMPANIES N NSF MICHAEL & VIRGINIA SCHOBINGER o I1 u 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTIL111ES 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. ROSEMARY BROAD REVISIONS 1 1 3-30-05 1 ADD'L WL—TOWN OPEN SPACE I KMI NO. I DATE DESCRIPTION THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES — "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. B� RICHARD P. MARTEL 12882 LIC. No. 5) SUBDIVISION MAP TUDOR HILL SECTION II PROPERTY OF GEORGE J. ACHENBACH SOUTH WINDSOR CONN. SCALE:1"=40' DATE:4-22-74 ACHENBACH REALTY COMPANIES 6) TUDOR HILL SECTION I FINAL SUBDIVISION PLAN PROPERTY OF GEORGE J. ACHENBACH ELLINGTON ROAD SOUTH WINDSOR CONN. SCALE:1"=40' DATE:2-20-73 7) TUDOR HILL SECTION I FINAL SUBDIVISION PLAN PROPERTY OF GEORGE J. ACHENBACH ELLINGTON ROAD SOUTH WINDSOR, CONN. SCALf_:1"=40' DATE:3-20-73 ACHENBACH REALTY COMPANIES GRAPHIC SCALE 40 0 20 40 80 t IN FEET ) I inch = 40 & 5) MAJORITY OF PARCEL IS ZONED RR. LEGEND ® EXISTING IRON PIN • IRON PIN TO BE SET a MONUMENT TO BE SET ID EXISTING MONUMENT - ��- - EXISTING CONTOUR --�14��-- PROPOSED CONTOUR x98.5o EXISTING SPOT GRADE X99.00 PROPOSED SPOT GRADE �^ EXISTING TREELINE PROPOSED TREELINE EXISTING PROPERTY LINE REGULATED AREA 6) WETLANDS FLAGS 1-7 AND OFF -SITE WETLANDS ON PROPERTY OF N/F TOWN OF SOUTH WINDSOR WERE FIELD DETERMINED BY HIGHLAND SOILS ON MAY 10, 2004 AND WERE LOCATED BY DESIGN PROFESSIONALS, INC. ON MAY 11, 2004. WETLANDS IN AREA OF CONVEYANCE WERE FIELD DETERMINED BY HIGHLAND SOILS ON 1/21/98 AND WERE LOCATED BY DESIGN PROFESSIONALS, INC. Tel. 860.291 •8755 Fax 860.291.8757 esign ITrofessionals, Inc. o civil engineers . planners surveyors landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 TDPGMAFM`� PLAN DESIGN.• RAM I DRAW. RAM 7 CHECKED: GBS d08 NO.: 19JO IDA 1E: 9-10-04 DRAWING NO.: 1930-5.DWG INLAND WETLANDS OWNER/APPLICANT JMJ CONSTRUCTION CO., INC. 658 ELLINGTON ROAD SOUTH WINDSOR, CT. 06074 TEL. (860) 282-0628 RESURVEY PREPARED FOR: SHEET EMERALD GREEN SUBDIVISIONI5 EILILIII�T` GTO`i�i ROAD � SOUTH WUNDSOB,9 CONMCTECUT .. .. . .. .. -. ca♦ t_......... L.. ..... .. ..s _. .�..-_ _c _... _ ._._ _I. _._ � ...ul_•._ n • 1 r 11 rr-.vr v.r ry I I nla 11 �ealmenl:auon ana troslon Control Nlan �++� + �++�G. +115Ncct U rnrnrrnurn or once per weeK ana wll:nln z�• Hours or meft end of a storm with a rainfall amount of 0.5" or greater to determine Detention Basin: The detention basin shall be inspected twice yearly. Narrative: maintenance needs. When used for dewatering operations, inspect frequently All large woody growth that may affect the flow of water or the before, during and after pumping operations. Remove the sediment deposits stability of the basin shall be removed. The spillway shall also be Introduction: The site is located on the east side of Ellington Road in South when sediment reaches apprxoimately one half of height of the existing fence. inspected after any flow passes through it. The riprap shall be Windsor, Connecticut, and contains a total of 15.0 Acres (13.0 original acres Replace or repair the fence within 24 hours of observed failure. rearranged and added to as required to maintain the design as per plus 2.0 acre conveyance). The site is presently a partially wooded, the design plans. Any erosion or other problems that may affect the undeveloped former farm field with minimal wetlands on site. There are Temporary Sediment Basin: Inspect the temporary sediment basin at least proper operation of the detention basin shall be repaired promptly. currently no utilities or structures located on the site. The majority of plantings once a week and within 24 hours of the end of a storm with a rainfall amount are deciduous trees with brush. of 0.5 inch or greater to determine condition in the basin. Clean the sediment The project will require Inland Wetlands approval and Planning and basin of sediments when sediiment accumulation exceeds one half of the wet Zoning Commission approval from the Town of South Windsor, Approximately 1.3% of the site is classified as wetlands. The wetlands are storage capacity for the basin or when the depth of available pool is reduced Connecticut prior to construction. located on the eastern half of the property. to 18 inches, whichever is achieved first. Sediment levels shall be marked within the sediment storage areas by stakes or other means showing the The maintenance of the permanent measures will be the responsibility Proposed Development: A public cul-de-sac (Church Way) with an approximate +hrnehnlrl ele..n+inr.e. f...• er1:,,.,,�.,+ ..1.� 14 D. J.., ..1 ..0 ...,I:.,.. ..L 1.111.16-W GIVVUUWIIQ IWI QVIJIIIIGIIt I,IGanotlt. I Ilor LU remlavul VI 0GUIIIIe11L, _r 1L _ -t.. or Ire property owners. length of 600 feet is proposed as well as the creation of two residential lots dewater basin avoiding discharge of sediment into any watercourse. Dispose of of just over one acre each accessing the new street. Additionally, an access sediment by spreading in an area outside of wetlands and upland review areas. The contact for emergencies during construction would be the owner road will be constucted, connecting Church street to the Unity Church parking Place silt fence around the spread sediment, and seed. The erosion/sedimentation is the design (JMJ Construction, Inc.). lot currently being constructed. Construction of the houses will require individual control plan contained within plans and plot plans to be approved by Town Staff. All utilities will be extended from details. Ellington Road, and service connections to be provided to Unity Church as Permanent Maintenance and Operation: The following maintenance required. operations will be required to ensure the proper and efficient operation of the Storm Water Detention Basin System. The following A detention basin will be constructed to the north of the proposed street to maintenance schedule is intended to be a minimum guide, and detain the increased runoff from the development and the existing runoff from additional inspections and maintenance measures may be required approximately hnif of +he Imeleyelnneri nnr�+el The ha�in will A;i� Innrne in+n „rN.,,,,ll. ...J .. .,, ,.. ..N., r..... IIIV IAblVlll ..III ...�.,..u.y.. .,.... fnllowinn Inrna s+nrm ayan+c +ha+ nnlllrl nr"Ihc +ho rlennoi+inn of cvnono .....,.....y .y,. ., ... ....,...., ........ ...,u... ....,.�.. �.... proposed structures within Church Way, westerly across Ellington Road and debris in the system. terminating the eastern bank of the Podunk River. For additional details on the storm drainage design, see the Stormwater Management Plan. Pipe Outlet Locations: The pipe outlets and associated riprap shall be inspected annually and cleaned of silt and/or debris. The riprap shall Approximatly 2,940 s.f. (0.06ac.) of wetlands is to be disturbed by the be reshaped and replenished as required. construction proposed on the site. Catch Basins: The catch basins shall be inspected at a minimum The major erosion control concern on the project is for the protection of the bi-annually. The adjancent residential properties to the south and west of the site and Unity sumps shall be cleaned when the depth of material within the sumps Church to the north of the site from sediment loads resulting from additional reaches 1'. pavement runoff. Erosion Control fencing in conjunction with the temporary Pavement Sweeping: The street shall be swept at a minimum of twice sediment basin is expected to be sufficient to protect the adjacent properties per year. Once in the spring shortly after the end of the snow from construction activities. The detention basin will be used as a sediment season, and once in the fall after the leaves have fallen. basin during construction and will serve to detain the runoff before its eventual discharge. The site will also be (to the banks of the Podunk River) stabilized as Outlet Structure: The detention basin outlet shall be inspected annually, quickly as feasible during the construction process. and all debris and silt shall be removed. The discharge point from the outlet system shall be inspected also, and all silt and debris shall be Maintenance & Operation Erosion/Sedimentation Control Systems: An extensive removed. The riprap at the discharge shall be rearranged and erosion/sedimentation control plan has been developed as part of the proposed replenished as needed. All silt and debris shall be disposed of at a s 't bl I t• FINISHED GRADE BIT. CONC. TOP SDIL BASE 'III WARNING TAPE - MIN. 12' If _ ,- MAX. 24' ABOVE PIPE SUBBASE SAND BACK FILL OR -_ IIllj APPROVED PREVIOUS -� MATERIAL f-- FILTER FABRIC OVERLAP 6 MIN, BOTH WAY °0000C � t' CSFF NnTF) 6" I og°U �Ul I 0000O 1- 6' MIN. P.V.C. I= ;III: °o°< ,- p0°0°°°° ;I=, �`�PERFORATED PIPE t-I i I-1 n-n l-. ;III_III-III,-III`L ..L ;III-I'1_HII-III-III-III H❑LES DOWN NOTE: 3/4' STONE FILTER FABRIC SHALL BE NON/OVEN CLASS 2, WITH PERMITTIVITY OF 0.5 TO 0.1 SEC-' AND AOS OF 0.43 P1r1 TO 0,22mm AND SHALL MEET AASHTO M288-96. INSTALLATION OF STORM DRAINAGE DOWN SLOPE TO PODUNK RIVER REQUIRES REPAIR OF EXISTING ERODING SLOPE. WRAP GRATING SEE DETAIL FOR REPAIR. LOCATION OF STRUCTURES TO BE STAKED IN FIELD AND VERIFIED BY TOWN OFFICIALS. (SLOTTED PIPE) FILTER FABRIC7 STORM TRENCH REQUIRES ADDITIONAL UNDERDRAIN TO PREVENT FURTHER EROSION DUE TO BREAKOUT OF GROUND ( WATER. AN EROSION CONTROL BLANKET WILL BE INSTALLED UPON COMPLETION TO FURTHER STABILIZE THE FILLED TO BE WRAPPED WITH SLOPES. ERODED CHANNEL TO BE FILLED UPON COMPLETION WITH A GRAVEL ACCESS DRIVE TO BE PLACED FROM LAYERS OF MIRAFI STRUCTURES PDMHB THROUGH TO STRUCTURE PDMHD AT THE BOTTOM OF THE SLOPE. FINISHED GRADE OF SLOPES FABRIC SECURED WITH A TO BE AS GENTLE AS PRACTICAL (ANTICIPATED 20-30%) LOCATE STOCKPILE 30' MINIMUM FROM TOP -OF BANK AND LAYER OF HARDWARE rl nTW nQ clAdri AD r Ircu RING WITH SILT FENCING. FINAL SLOPES TO BE SEEDED AS DIRECTED BY TOWN OFFICIALS. SPILLWAY TO BANK OF V1_V II I VI. JIIVIIL_�IN IVIL-JI I CB RIVER TO BE STABILIZED WITH A MODIFIED RIPRAP CHANNEL (3' WIDE) TEMP. SEDIMENT 1 BASIN 3/8" PEA STONE DETAIL SEDIMENT BASIN design. These measures Include the following. ul a e oca to AROUND PIPE ADJACENT TO CATCH BASIN 1. Installation of silt fence downslope of disturbed areas. 2. installation of silt fence around stockpiled materials. ?� �� ' \1 f FL : 80) \ '\� NTS 3. Use of the detention basin during construction as a sediment basin. 4. Seeding and mulching disturbed areas as soon as practical during construction. 82 5. Limiting the areas of disturbance during construction 6. Installation of construction entrance pads, and sweeping of roadways as needed. P 6� 5 !3 ✓ �� „\�1' / , ' , ' , c328 °J �'CO 7. Maintenance of the above measures. &os .f ry F��` \/ moo ' 1}' r+ �2 The Maintenance schedule and requirements for the measures are listed below. I f The requirements stated are a summary of the requirements per the State Erosion Control Manual. The contractor will be required to meet all ♦ ` \ I 9� _ , i� 1 , requirements of the State Manual. ' !` Ia , , , 6 I r � ` ` 9 PC65 q �\� / •TF:94.2 , ROP. 6" CURTAI FL(12" 91.025� t .• �`vj / t - ./•i � , ( ), , - AiN E DETAIL 1 1 O -�oPIS \ ' o , t i oCK ♦ , , \ I i I 0 LFl1�� 9P , f , APPROX. LOA N F i ` ` 2 ` \IDXIST. HOUSE \ \ ` �, ' ERIC R. & RACHELLE CLA�2K �oPc�\� � �-''- • Q' � `s' j 9� I ° Tr.95.75 �• ` \ I \ '� � G of I - r ! } t - DAL i � ti , � � \ � ` \� � �J��� \ o Owl � \ ' F �\ F��L O _ 5.9 , ! � . \ \ � ✓O � `� �� �• - `\ ` \ q �✓ R GFt OJ p o 0� I �� �\�G F ', , 1 Sl� Op , , N ` \ ANGLE OSTS 18" OAK I 1 I ` \ \ tO \ , 5' U E `\ \ �• F �' / 1�' 1 \ ` \ ` ` �\ ` POST UPSLOPE FF201A POSTS SILT END OF THE POST `v7 `r , ` 1 \ t �Q �P ` �� AQ� \ \\ l / \ �O w + / , . \ ` ` •*1 •� F BNTY t. SET POSTS AND FENCING 2. STAPLE THE SILT C� EXCAVATE A 6'x6" TRENCH FENCING TO THE � F5 W 0 � \ , � 12• MIN. APPROX. LOC. / O + Q> 9 \! ` G \ ` i = I - - �•, XIST. HOUSE / P o o� h - , , m ' } N \ \� ♦ L�r1ti II I I 1=III-III=1IL==III- II II 1=III=III=III-11f \ o a o + / I III-1 II I I.In- \ O �� \Q� ��� \ , Q••�q, �� aan / ' PCB3 I=III=III I �I�I ` s S J Q ' \ P Z r°O / �o , , TF: 83.95 / OD \,� 7a / �j� S I I II I I-1 I T J4, i� ' G \ /O F, / . L(12")' 8.10 r Cp O \ / \• C� 0 OqF ' \ ♦ Z , (15" w \ Z O LOy 0 \ �F Lti ♦ 0 g F : 80.75 + c,�r,\ I �% y�\` \ . , y -1 l 9• G \ 0y c� \ \ I ' 3. ATTACH FILTER FABRIC TO 4. BACIffILL THE UJ �F \ �� QP \ \r I i" ! \ r \/ I l , FILTER THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT ' 1 \ ` ` `\ �,.� �•- _ _ �` \\�\ ♦/I� / ' 01Lo%12" HD , 1 \ I I I\ \ ; ` // ` \ ` FABRIC '� IT INTO THE TRENCJI THE EXCAVATED SOIL O IFIED P RA , C1IANNE ` \ �� F� �D1 ' y , , ,r I (• \� `, / COMPACTED t _ r- \ S 9 \iAPLE o \ / i ti ' \ I , BACKFlU. 901, WIDE T RIVER, BANK FOR - o ` , - -- -- • -" - \ / , TF: 8 .50 S�`L• 4j, , , , / S E STA ILIZA ON ` 12- `PEEP r8a'2a" H0� PF 5=_Q•5 n ((( .5 j of (� 11 ry \\ z /FF \ e�F� o � •.� / � �� . ' r + r r � , • 6 S' � � \ it I \w _-,js,•, P� G`' �► , 5 �/ �` \\ i / GPI' \ ' 3. c 1- ' ♦ - ' $ • '2�.� !M•� \ p �� h o / - I , _ ROP D TREELINE/-1L- =1 f=111�T' / ' �! 1 �\ � ~ mac`\ \� ` \I Oxi 10 `°` `s� Q� � D S� 5�0 � ° \.. '--•- " ..f ' , i + r r 1 � / / . kII/ ,' a i � � ONSTRUCTION OF SYNTHETIC FILTER BARRIER i:-TO PSOIL F\` \� ,,,2�2 ♦ / \ , , , - J , ' STOCKPILE ♦ \ v N , f , �1� �,. �, >��: F (AREA TO �� 1\\ ♦ / CL�s�, ,J N \F N.T.S. ` \� t` r ♦ o " �/ ` _ \ •� ALAN M. & TERESA A. PLATTCIS ESTORED A D / \ �.` � �►' / / \ � ' / ' t � � �Y -SEEDED• S h ' ♦ _ ,` i EDPOS- �'.v�\� ♦�' // \ ,�- O� 1 \ 'l`p\ \� ONS QO L1 G� 1/ APPROX. LOC. c % , LSO°' ' i , + 1 I \ ✓ ` \ G`( �G \ / R �O EXIST. HOUSE N F i ♦ ,aG ; � � , , F`' ��, '" r ,' t , , � \ �.�P F P,� wl \ � QC,O �°''a�� \ / / / / � , ' ,� 5 F • , ROGER H. & DO NA S. ANDERSON M. TIMOTHY & KATHLEEN M.EXISTI . `SREELIN �� / ,000 NOTES: FRIEND 1. INLAN WETLANDS DELINEATED IN THE FIELD BY JOHN IANNI, Ir ' , REGISTERED SOIL SCIENTIST AND FIELD SURVEYED 16'Wx23'L ODIFIE \ �j, ` , / RIPRAP PL NGEPOOL ` ' \ °`' N\F MARCH 2O03 BY DESIGN PROFESSIONALS, INC. . `\ \ 6 �. \ ` PROPOSE; b TREELIN /�/ STEPHEN & TIP #1 PAULA LOOBY / ^ \ \ �• o , / DE TH DESCRIPTION J I 0- 8" DARK BROWN SANDY LOAM N \F �t 18" 3.5' REDDISH SANDY LOAM R.�.K• CONTRACTORS, INC. ' < I 3.5 -11' MEDIUM TAN SAND DEPTH TO WATER: N/A r , / • I ' ' '�!' \ �& i\ \ as aaaa DEPTH TO MOTTLING: N/A N\F LEGEND an DEPTH TO ROOTS TO:LgDGE: N/A SHED ROGER H. & DONNA S. ANDERSON aaaaa aaaaa aaaa 6" CT D.O.T. 2" STONE TO BE PLACE 1 , p , r 1 I , ' I ' , / /� / \ ��" \ \\ \ \� / coca {aaaa OVER FILTER FABRIC MATERIAL i 2 aQaaaaaaaa DEPTH DESCRIPTION 0 EXISTING IRON PIN Z coun oaaaa 0-12" VERY COMPACT DARK LOAMY TOPSOIL pea E3 EXISTING MONUMENT i° aaaaaaaaaa 12"-26" ORANGE FINE SANDY LOAM COaaa aaaa + r aaaa 26"-4.5' TAN SAND aaaa LIMIT OF REGULATED WETLANDS aaaa aaaa 4.5-5.5 REDDISH VERY FINE GRAVELLY SAND \\ aaaa aaaa 5.5'-6.5' VERY COMPACT SILTY SAND OWNER (APPLICANT --.-.- LIMIT OF 80' REGULATED UPLAND REvi�W AREA a°aa°a° aaaaa as aaaaa 6.5-11 RED COARSE GRAVELLY SAND, VERY ROCKY , j \ I\ \\ \� JMJ CONSTRUCTION CO., INC. SILT FENCE °°°°°°'aaaaa° DEPTH TO WATER: 10 1 2-11' 658 ELLINGTON ROAD EDGE OF PAVEMENT \ \ \ TEMP. SEDIMENT BASIN DEPTH TO MOTTLING: N/A SOUTH WINDSOR, CT. 06074 (SEE DETAIL) THRU STREET DEPTH TO LEDGE: N/A / 9 8-9-0 FINAL: APPROVAL DI ONS KMI \ TEL. (860) 282-0625 ROOTS TO: 6 1/4' 8 5/12/05 PODUNK EASEMENT/REV. PIPES KMI """ "�"I SOILS ANTI -TRACKING APRON NOTE: VERY COMPACT DISTURBED AREA, SEEPAGE 0 BOTTOM TIP 7 4/22/05 ONE BASIN/REV. PIPES KMI ® TEST PIT N.T.S. 6 4/12/05 UPGRADE PIPES MHA o{x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Tel. 860.291 • 8755 PREPARED FOR: SHEET A LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 5 4-5-05 ADD PROP. GRADING AT OUTLET KMI p Fesignax 860 291 • 8757 nn�� ���® -- m INFORMATION. ALL EXISTING UTILITIES SHOULD THIS PLAN IS FOR SEDIMENTATION AND GRAPHIC SCALE UL OM 11 OL Ir'15sIM EMERALD G1�.�.�'N SUBDIVISION T`'ISIIJ.l� BE FIELD VERIFIED PRIOR TO CONSTRUCTION. a 3-30-05 RELOCATE DRAINAGE Ol1TFALL PER TOWN MHA '�"�► a0 0 20 40 80 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 3-10-05 GENERAL REVISIONS MHA EROSION CONTROL ONLY, AND IS NOT T 4I Rr ^ - ■ ,a6 BY A LICENSED LAND SURVEYOR PRIOR TO iT -TT? CONSTRUCTION. 2 11-02-04 PER RELOCATED DRIVE/BASIN SLOPES RAM ( IN FEET ,I I 9 C ■ DES/GA& RAM DRAWN.• RAM CHECKED.' GBS ° \ (� 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 10-20-04 PER TOWN COMMENTS RAM BE USED FOR UTILITIES CONSTRUCTION. 1 inch = 40 ft. �i Civil engineers • planners •surveyors `"°���`L "�®� �`� �� LD LE landscape architects gis gps JOB NO.: 1930 DATE.• 9-10-0410 IMPRESSION SEAL AND ORIGINAL SIGNATURE Ir 1c OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: 1930-6.dwa SOUTH WUNDS0R4 CO t��tIECTUCUT MONUMENT NUMBER MONUMENT COORDINATES NORTHING EASTING M 1 859150.6 621 1043898.6039 M2 859025.6513 1044184,5328 M3 859011.0729 1044253.7863 M4 859010.6366 1044366.4752 M5 858976.2839 1044511.4209 M6 858913.7513 1044435.3922 M7 858960.2317 1044380.1793 M8 858960.3321 1044366.0617 M9 858960.6642 1044253.9258 , M10 I 858979.8385 1 1044164.50 - THE METROPOLITAN DISTRICT KM-')C DPA WATER INSTALLATION 9111 DETAILS 911111 MDC CODE: EMERALD GREEN SOUTH WINDSOR WATER: DVW000 01020 FOR WATER MAIN ACKNOWLEDGEMENT oc�navu om 70" ENGNREER WE FIRE HYDRANT APPROVAL FM WAMML •ATE FIRE MARSHAL TO DENOTE IF HYDRAMS ❑ ARE TO BE PUBLIC OR PRIVATE (CHECK APPROPRIATE BOX) ❑ PUBLIC PRIVATE OWNER/APPLICANT JMJ CONSTRUCTION CO., INC. 658 ELLINGTON ROAD SOUTH WINDSOR, CT. 06074 TEL. (860) 282-0628 / a III RAP' \ •� cA• I /.. 01:PZ�� �.P• '- �`•"""- 88t:"2`CPP�s•4%b .• � \ �CGS$ � �1.p• �Itko. 2IMODIFIED n { S7oRM TRENCH � RIPwRAPLPLUNGE POOL 5 W/UNOSRDRAfN DETAIL) O MIN. pERr : r b1RECTLYINC' --C 1�R � II O ��Zk + �;,� eu MANHOLE).. - �KW p�� 70 g0 \ � 2k � " - O�� y k=•t2kwNi••1i`g7.0 1 �t2k � .R \J Oio pOMN.-B �N78� �1.25 S+OS� II II Iz ��2k II a it IM STOp CO. 2 Z Sim, II X 1? Z IW �O II I A\ tN,jB�� I I 8�X �Rgo,gT�y i �-t2II� II Op ,zo 0 t00yp SCSI-Jj y ,9, T9A `� L'OiN 0 i Sg 5 r t o M� N FOR 8Y The 6--FLOp T 78 9 I o CO� THRUST BLOCK y t fI� i o Pn 0 m �C © �XISnNG z-30+ 0 m W x- - 34a z i D° CU y0� 0 9n M CL GRA E N � co 84 82 80 78 7 PSMH-1 74 TF: 79.75t INV. 76.0 72 EX. SMH TF: 80.33 INV: 73.8870 68 66 DA7W ELEV 65.00 30+00 3D+50 31+00 31+50 32+00 32+50 +00 Ei I INIrTnNI RnAn (RTF _ nM \, __, EXISTING 33 o n ii 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY D LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD ITS BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE bl"AKED 1N 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. - ------ - EX. I 4/22/05 I UPGRADE PIPES/ONE BASIN I KMI 6 4/12/05 UPGRADE PIPES MHA REVISIONS 5 3/30/05 INCREASE SAN. SLOPE PER TOWN COMMENTS MHA 4 3-24-05 ADD RT.30 PROFILE KMI 3 3-10-05 GENERAL REVISIONS MHA 2 11-02-04 PER RELOCATED DRIVE RAM 1 10-20-04 PER TOWN COMMENTS RAM N0. DATE DESCRIPTION BY 12 10/24/05 1 ADD COORDINATES JAU 641150,15 SIGN 11 10/19/05 MDC COMMENTS JAU 10 9/20/05 ADDED COMMENTS PER MDC REVIEW RJB Fip�c R S•(0��1 � Roy�� ctiR k QR��• 4 qp0 p�,a"►N �2��tn�ti�7195 9.1 a II U) 4� I ® PRO SED p�? ka' �._ HYo Nr No (TYP. z I �� ` o F �79.8a "II Iry 4 NSF JMJ CONS7RUCTroN I ola g0• ao Aq� �t8• »NY .n -70 OF 3 PROPOSED ELU � 41_,�' AL TOFL; T/.8t ROAD (TO CONNEC>) ' V501460 .05 ? ,�. � u" 300 Wig" VC l� ss 105 6F 15 CPP S��rs+�' FL: 75.00 LAN pOSE'p ' nOry AREA / / s00 A�iT • _ E'k�S RyO�S c 0��j (� OOHN�c� �H2 x � M9 �SMy3 F A �.•�Q • o• F�, • eiS< I/ ly .,yFOlI T0'1�44� � 03'�?•%O 580 SAS \ Nk.8'2 G iM. 110 00 98 to a 92 I B86 84 e V80 78 ) A z 7�54 8r \�N780 � !OH�41AAfP�9so TOW124 110 108 106 tos - g - tos - 104 mSEf� PMA = 3+79.�5 81 �;- Q / 104 102 2 0.04iVC !1 Tel. 860.291 • 8755 � GRAPHIC SCALE �����n Fax 860.291 • 8757 p�,q�l/� oUG LE 40 20 '° E° CHURCH WAY � rc�►fessitanats, Inc. ( IN FEET) � DESIGN: RAM DRAWN.• RAM CHECKED.• GBS 1 inch = 40 ft. � civil engineers •planners •surveyors landscape architects • gis • Bps JOB NO.: 1930 DATE.• 9-10-04 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: 1930-7. dWQ O,U (\ 3 10 PREPARED FO`: SHEET EMERALD GREEN SUBDIVISION LGL11ellNG 11. ®lam R®Atl i j SOUTH WINDSOR, C®NNIECTItS:UT I / LAWN/ CROSS-COUNTRY 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 REQUi::ED PERMITS PRIOR TO CONSTRUCTION. 5. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE 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 IN 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 WHICH 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 CONSTRUCTION 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; NONPUTRESCIBLE SOLID WASTES, COMBUSTIBLE OR NON-COMBUSTIBLE; AND BULKY RUBBISH OR REFUSE, INCLUDING PUTRESCIBLE SOLIDS, SEMI -SOLIDS OR LIQUIDS. 10. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED FROM SITE, NOT BURIED. 11. EXISTING UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION. THE CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. BEFORE EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455. 12. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL. MECHANICAL SWEEPERS SHALL BE USED ON ELLINGTON ROAD WHERE NECESSARY TO PREVENT DUST BUILD UP. SEDIMENTATION AND EROSION CONTROL 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 CONNECTICUT 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 IS 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. 6. ANTI -TRACKING APRON SHALL BE INSPECTED REGULARLY TO ENSURE PROPER OPERATION. STONE TO BE ADDED 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 RECOMMENDED 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 APPROVED EROSION CONTROL BOND IS REQUIRED BEFORE THE START OF ANY CONSTRUCTION ACTIVITY. 11. FROZEN MATERIAL SHALL NOT BE USED FOR FILL NOR SHALL FILL BE PLACED OR CC"PACTED ON FROZEN GROUND. SEEDING SCHEDULE ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10 OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135 POUNDS PER 1000 SQ, FT. PERMANENT VEGETATION COVER SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1 USE THE FOLLOWING MIXTURE: KENTUCKY BLUEGRASS 45% CREEPING RED FESCUE 45% PERENNIAL RYEGRASS 10% APPLY 1 POUND PER 1,000 SO. FT. OR 45 POUNDS PER ACRE. WOOD CHIPS SHOULD BE APPLIED AT A RATE OF 500-900 POUNDS PER 1,000 SO. FT. OR 10-20 TONS PER ACRE. TEMPORARY VEGETATIVE COVER SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 ANNUAL RYEGRASS 100% APPLY ONE POUND PER 1,000 SQ. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH AT 2 TONS PER ACRE. OWNER APPLICANT JMJ CONSTRUCTION CO., INC. 658 ELLINGTON ROAD SOUTH WINDSOR, CT. 06074 TEL. (C60) 282-0628 o il -<x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m 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. TEMPORARY SILTATION BASIN OUTLET N.T.S. Construction Sequence Emerald Green -Church Way Ellington Road, South Windsor 1. Coordinate all work with Town of South Windsor staff. Prior to the start of construction, the contractor and the owner shall have a pre - construction meeting with the Town of South Windsor; all construction to conform to Town of South Windsor standards and specifications. 2. The contractor shall obtain all required permits prior to construction. 3. The surveyor shall stake -out the limits of clearing and grubbing. 4. The contractor shall coordinate with the proper agencies for relocation of any utilities or signs. 5. Existing utilities as depicted on these plans are taken from available information. The contractor is to have existing utilities field verifi^d prior to construction and is to take necessary measures to ensure adequate protection of existing utilities during construction. Before excavating, contact "Call Before You Dig" at 1-800-922-4455, 6. Install tree protection for trees to be saved. 7. Install erosion and sedimentation control measures at limits of clearing and grubbing. Contact Town for inspection. Maintain all control measures as contruction progresses. 8. Remove and store existing trees to be saved from areas to be disturbed. 9. 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. 10. Clear and grub detention basin area, strip topsoil. Excavate detention basin area to approximate size and depth. New detention basin to be used as sediment basin during construction. Temporary seed with rye grass. 11. Construct detention basin outlet structure as shown on the plans, prior to construction of storm drainage system. No stormwater shall be discharged to the basin until the basin is stabilized with loam and seed, or erosion control mattings. 12. Clear and grub Church Way. 13. Strip topsoil from roadway areas. Pile topsoil downsiope of roadway and use as berms to control runoff. Grade to drain to temporary sediment basins. Coordinate work with Town Wetlands Agent. 14. Cut and fill to bring roadway to final SL4L.grade elevation. Immediately stabilize sloped areas with hay mulch or by hydroseeding. 15. install utilities and drainage system. 6. illStaii base and C:O,ilpait. 17. Upon stabilization of basin bottom and sideslopes either via loam, seed and fabric matting or via installation of sod, stormwater may be discharged to basin. Any catch basins used to transport stormwater shall be suitably protected with appropriate erosion control measures. 18 All o1^pe . and disturbed b st cti shall b ... .-,,, u,VIJGJ VIlu areas V1.uu 1Jy construction A.IIVII Uri graded smooth and 4 inches of topsoil applied. The areas shall then be seeded or sodden, fertilized, mulched, watered, and maintained until hardy grass growth is established in all areas. All earthen areas will be grassed except as shown on the landscaping plan. 19. Reestablish all non -vegetated areas in accordance with Permanent Erosion Control requirements. 20. The first course of pavement to be installed as early as possible during tfi� construction process. 21. Maintain all existing erosion controls throughout the construction process, and add additional measures as conditions warrant. 22. After all site work is completed, including spreading of topsoil and seeding, the contractor shall clean onv silt or debris from all structures and pipes. Pipes shall be cleaned by water -letting as needed and catch basin sumps shall be cleaned by manual extraction or suction lines as needed. 23. Final clearing of erosion and sedimentation controls and storm drain structures. 24. Remove tree protection and temporary erosion control measures. Estimated start date for construction - Spring 2005 Estimated completion date for the project - Fall 2005 IN LM C EAMOU r TYPF- P,PE Sa RE PIA` " Sedimentation and Erosion Control Pinn Narrative., Introduction: The site is located on the east side of Ellington Road in South Windsor, Connecticut, and contains a total of 15.0 Acres (13.0 original acres plus 2.0 acre conveyance). The site is presently a partially wooded, undeveloped former farm field with minimal wetlands on site. There are currently no utilities or structures located on the site. The majority of plantings are deciduous trees with brush. Approximately 1.3% of the site is classified as wetlands. The wetlands are located on the eastern half of the property. Proposed Development: A public cul-de-sac (Church Way) with an approximate length of 600 feet is Droposed as well as the rren4ion of twn rPGidPntinl IatG of just over one acre each accessing the new street. Additionally, an access road will be constucted, connecting Church street to the Unity Church parking lot currently being constructed. Construction of the houses will require individual plot plans to be approved by Town Staff. All utilities will be extended from Ellington Road, and service connections to be provided to Unity Church as required. A detention basin will be constructed to the north of the proposed street to detain the increased runoff from the development and the existing runoff from approximately half of the undeveloped parcel. The basin will discharge into proposed structures within Church Way, westerly across Ellington Road and terminating the eastern bank of the Podunk River. For additional details on the storm drainage design, see the Stormwater Management Plan. Approximatly 2940 s.f. (0.06 ac.) of wetlands is to be disturbed by the construction proposed on the site. The major erosion control concern on the project is for the protection of the adjancent residential properties to the south and west of the site and Unity Church to the north of the site from sediment loads resulting from additional pavement runoff. Erosion Control fencing in conjunction with the temporary sediment basin is expected to be sufficient to protect the adjacent properties from construction activities. The detention basin will be used as a sediment basin during construction and will serve to detain the runoff before its eventual discharge. The site will also be (to the banks of the Podunk River) stabilized as quickly as feasible during the construction process. Maintenance & Operation Erosion/Sedimentation Control Systems: An extensive erosion/sedimentation control plan has been developed as part of the proposed design. These measures include the following: 1. Installation of silt fence downslope of disturbed areas. 2. Installation of silt fence around stockpiled materials. 3. Use of the detention basin during construction as a sediment basin., 4. Seeding and mulching disturbed areas as soon as practical during construction. 5. Limiting the areas of disturbance during construction 6. Installation of construction entrance pads, and sweeping of roadways as needed. 7. Maintenance of the above measures. The Maintenance schedule and requirements for the measures are listed below. The requirements stated are a summary of the requirements per the State Erosion Control 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 storm with a rainfall amount of 0.5" or greater to determine maintenance needs. When used for dewatering operations, inspect frequently before, during and after pumping operations. Remove the sediment deposits when sediment reaches approximately one half of height of the existing fence. Replace or repair the fence within 24 hours of observed failure. Temporary Sediment Basin: Inspect the temporary sediment basin at least once a week and within 24 hours of the end of a storm with a rainfall amount of 0.5 inch or greater to determine condition in the basin. Clean the sediment basin of sediments when sediiment accumulation exceeds one half of the wet storage capacity for the basin or when the depth of available pool is reduced to 18 inches, whichever is achieved first. Sediment levels shall be marked) within the sediment storage areas by stakes or other means showing the threshold elevations for sediment cleanout. Prior to removal of sediment, dewater basin avoiding discharge of sediment Into any watercourse. Dispose of sediment by spreading in an area outside of wetlands and upland review areas. Pace silt fence around the spread sediment, and seed. T'ne erosion/sedimentation control plan is contained within the design plans and 8eragnent Maintenance and Operation: The following maintenance operations will be required to ensure the proper and efficient operation of the Storm Water Detention Basin System. The following maintenance schedule is intended to be a minimum guide, and additional inspections and maintenance measures may be required following large storm events that could cause the deposition of excess debris in the system. Pipe Outlet Locations: The pipe outlets and associated riprap shall be inspected annually and cleaned of silt and/or debris. The riprap shall be reshaped and replenished as required. Catch Basins: The catch basins shall be inspected at a minimum bi-annually. The sumps shall be cleaned when the depth of material within the sumps reaches 1'. Pavement Sweeping: The street shall be swept at a minimum of twice per year. Once in the spring shortly after the end of the snow season, and once in the fall after the leaves have fallen. Outlet Structure: The detention basin outlet shall be inspected annually, and all debris and silt shall be removed. The discharge point from the outlet system shall be inspected also, and all silt and debris shall be removed. The riprap at the discharge shall be rearranged and replenished as needed. All silt and debris shall be disposed of at a suitable location. Detention Basin: The detention basin shall be inspected twice yearly. All large woody growth that may affect the flow of water or the stability of the basin shall be removed. The spillway shall also be inspected after any flow passes through it. The riprap shall be rearranged and added to as required to maintain the design as per the design plans. Any erosion or other problems that may affect the proper operation of the detention basin shall be repaired promptly. The project will require Inland Wetlands approval and Planning and Zoning Commission approval from the Town of South Windsor, Connecticut prior to construction. The maintenance of the permanent measures will be the responsibility of the property owners. The contact for emergencies duri: construction would be the owner (JMJ Construction, Inc.). EARTH OR STONE ANCHOR PILE APPROVED GRANULAR NON -ORGANIC CB GRATE BACKFILL MATERIAL PLACED AND 14FILTER FABRIC // COMPACTED IN ONE FOOT (MAX.) LIFTS STREETS/ PAVED AREAS SEE PAVEMENT DETAIL V Y//A 3, WARNING TAPE PER CONN. GENERAL n� l== �!) 9 ll, SUBGRADE S T A I U I E 16-345, AS Ai LNUED, PLACED 12" (MIN.) TO 24" (MAX.) FILTER ABOVE THE TOP OF THE PIPE. SUBGRADE FABRIC BANK RUN GRAVEL FILL -� PLACED AND COMPACTED IN 6" LAYERS. NO ,= CB TOP STONE LARGER THAN 1-1/2". MATERIAL Tc _� SHALL MEET D.O.T. NOTE: REMOVE CB PIPE, AS SPECIFIED M.02.05 Q GRATE. PLACE FILTER FABRIC REPLACE GRATE TAKING CARE NOT TO DAMAGE FILTER FABRIC 3/4" BROKEN TRAPROCK )i ANCHOR VI/STONE OR EARTH PILE. CRUSHED SIUNE BEDDING MATERIAL IN ROCK EXCAVATION OR CATCH BASIN GRATE AS DIRECTED BY THE ENGINEER. THE MATERIAL SHALL MEET D.O.T. ----- SEDIMENTATiON CONTROL M.01.01.21 FOR 3/4" STONE. N.T.S. BACKFILL TO CENTERLINE OF PIPE WHEN USING POLYETHYLENE OR A.B.S PIPE. OCId -, D01g0DU 11100000 FRAW s ORATE TO La CAMI ,ULWRY NOM LAY2U OR APPROVED EW& I-�--I 1 24-1/4' 29-3/4- YARD DRAIN FRAME & GRATE TO (RUDE WTH ITN COLR$ES :M« X SLAB Tor XO CONCPETE SEC 1xW t1TH aoalrs tea• 31,V WJSHM STORE FOVWATaH gcnoN B-0 PRECAST STRUCTURE FOR YARDDRAIN NOT TO SCALE 1. EXCAVATE A TRENCH 4" DEEP AND THE WIDTH OF A STRAW BALE. iiS�Il IS _ F/- PACKED STRAW PLAN VIEW ZAW BALE 2. PLACE AND STAKE STRAW BALES, TWO STAKES PER BALE. -BINDING WIRE OR TWINE AKE COMPACTED BACKFILL 4. BACKFILL AND COMPACT 3. WEDGE LOOSE STRAW I I THE EXCAVATED SOIL AS BETWEEN BALES TO CREATE 115 ITS 1,IS SHOWN ON THE UPHILL SIDE A CONTINUOUS BARRIER. (11iS III T1iiS I� OF THE BARRIER TO PRE - IS F5illy (l�5 tlil (il�l�i 1 i1111ll1 II'lll��lii BOTTOM OF DRAINAGE WAY PLAN ViEW A BE HIGHER THAN ELEVATION AT POINT B. CROSS SECTION BALED HLY OR STRAW INSTALLATION N.T.S. 6"-30' BEND EDGE OF PAVEMENT 6' Y BRANCH WOOD 2"x 2" STRIP TO BE CARRIED FROM SEWER TO-----_ SURFACE OF GROUND 6" Y BRANCH 20POSED SANITARY SEWER PROPERTY LINE 6' Y BRANCH 1 m 6"-30- BEND - \CRUSHED STONE (WHERE REQUIRED) JOINTING MATERIAL IN -CONNECTION TO BE SAME AS MAIN SEWERS NOTES: 1. ALL 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 TYPICAL SANITARY SEWER CONNECTIONS N. T. S. 6 1 8-9-05 FINAL/ADD YARDDRAIN KMi REVISIONS ( i ! Tel. 860 291 • 8755 Fax 860.291 • 8757 esign rofessionals§1, inc" civil engineers •planners surveyors Pandscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 5 5-12-05 ADD UNDERDRAIN KMI 4 4-05-05 CORRECT WL DIST. KMi I 3 3-30-05 GENERAL REVISIONS MHA 2 3-8-05 GENERAL REVISIONS MHA 1 11-22-04 ADD EROSION CONTROL BLANKET RAM NO. DATE DESCRIPTION BY V O O .0 12" 1/2 O.D. PIPE ��. PIPE q d E" Min. 4 4 4 i 12" O.D. I 12„ PIPE TYPICAL STORM DRAIN TRENCH SECTION NnT Tn C(:Al T= CLEAN BANK RUN GRAVEL MIFAFI 140S FILTER FABRIC OR APPROVED EQUIVALENT 4" 0 PERFORATED CORRUG) DRAIN GUARD TUBING OR APPROVED EQUIVALENT 3/4" ST 2'-0" UNDERDRAIN not to scale LARN / zjREETS :OUNTRY I PAVED TOPSOIL & SOD OR SEED TOPSOIL AN[ SEED )TES: AVERAGE TO AL DEPTH TO BE5FT. LOCATE CEN FERLINE OF DRAIN 15' FROM CENTERLINE OF ROADWAY. LOCATION OF UNDERDRAIN SEGMENTS LRE AS SHOWN ON THE i'LA N-PROFILE SHEET. APPROVED GRANULAR NON- °' ORGANIC BACKFILL MATERIAL PLACED AND COMPACTED IN ' ONE FOOT (1) (MAX.) LIFTS. WARNING TAPE PER CDNN. GENERAL STATUTE SECTION 16-345, AS AMENDED. PLACED .. Y 12• (MIN.) TO 24' (MAX.) ABOVE TOP OF PIPE ' A. °' SAND BLANKET -PIPE, AS SPECIFIED 1/2 d.D. PIPE .. 1__ / BROKEN TRAPRQCK 1/2 .0. PIPE FILTER FABRk �s 6'dHIN. (SEE NOTE) O.D. �. . PIPE 72" SAND L11IT. v SECTION NOTE 1. SEE STANDARD DETAIL FOR CLAY STOPS WHERE 6° MIN. ' NECESSARY PG. VI-46 2. FILTER FABRIC SHALL BE iIONWOVEN CLASS 2, WITH PERMITTIVITY OF D5 TO 0.1 SEO AND ADS OF L. L 0.43 Inn TO 0.22nn AND SHALL PIPE - IN GROUND YIATE , MEET AASHTO M288-96 NOT TO SOAVE TYPICAL SANITARY SEWER TRENCH SECTION N.T.S. BROOM FINISHED PAN1__L 'TICAL SURFACE 1 /8" RADIUS TOOLED JOINT WITH SEALANT TOOL APPLIED BACKER ROD COMPRESSED TO 5/8' OF FULL DIA. of ROD PRFRI1JO{N I FILI_ECEOvED C FILL TO 1" BELOW THI__ SLAB SURFACE (NON -IMPREGNATED CLOSED CELL BACKER ROD) EXPANSION JOINT FOR CONIC. WALKS N.T.S. PREPARED FOR: DIET A 9 6 EMERALD GREEN SUBDIVISION DESIGN. KIWI DRAWN• RAM CHECKED: GBS Ea LLRNG T 0 N IRW A D JOB NO.: 1930 DA 7E• 9-10- 04 DRAWNG NO.: JOBS1193011930-DETAILS S®U W U SOP"'P C®NNIEC`RICvT ADJUST TO GRADE WITH COURSES OF CONC. BRICK OR CONC. GRADING RINGS (SEE NOTE 1) c "v OR 4' RISER 4' SECTION AS REQUIRED o 1* FOR DETAILS, SEE e•O. WK ELASTOMERIC COUPLING TO JOINT AND FLEXIBLE ' MANHOLE SLEEVE SEE CAST IRON MANHOLE FRAME & COVER DETAIL VARIES 6" TO 12" ry MANHOLE STEP (SEE STANDARD DETAIL) SEE JOINT DETAIL (BELOW) BITUMASTIC DAMP PROOFING z(<; 4'-0" MIN. TO JOINT SELF-CLEANING INVERT <, . .41NVERY L CLASS "A' CONCRETE +: z 3/4" BROKEN TRAPROCK ELEVATION 2 DEGREES MAX. COLD APPLIED NOTES: ,,-BITUMINOUS I. TOP STEP TO BE A MAXIMUM OF 12" ROUND RUBBER SEALS BELOW TOP OF MANHOLE FRAME & GASKET JOINT COVER ELEVATION. 2, IF TOTAL DEPTH IS TEN FEET OR GREATER, CERTIFICATION LOAD SPIGOT &BELL REINF.-J CAPACITY SHALLFBES-20 SUBMITTED BEARINGBTO THE ALTERNATE JOINT TOWN ENGINEER FOR APPROVAL PRIOR GASKET JOINT TO INSTALLATION. 3. MANHOLES MUST HAVE GALVANIZED FRAMES AND GRATES. REINFORCED PRECAST CONCRETE MANHOLE (SANITARY) NOT TO SCALE 13' I POINT OF APPLICATION 3/8, r V OF GRADE 3/8' Ir 1 6' PROCESSED TRAPROCK BASE J r 1-1/2' BITUMINOUS CONCRETE CLASS 2 w SURFACE COURSE (COMPACTED) AND (COMPACTED) MEET GRADATION 1-1/2' BITUMINOUS CONCRETE CLASS 1 M05.01-1 BINDER COURSE (COMPACTED) 6' MIN, BANK RUN GRAVEL OR LOCAL ROADS IF PAVING IS DONE SUBBASE AFTER OCT 15 OR BEFORE APRIL 15 OVER PREPARED SUBGRADE 2' OF BINDER COURSE SHALL BE (COMPACTED) PLACED, MEET GRADATION OF M2,06 GRADING B TYPICAL ROADWAY SECTION REVISED: NOT TO SCALE BITUMINOUS CURB N.T.S. VJInTU WA DIrC' 6" MIN. BANK RUN GRAVEL SUBBASE / �- 6" PROCESSED TAPROCK BASE OVER PREPARED SUBGRADE (COMPACTED)_ / (COMPACTED) MEET GRADATION M05.01-1 MEET GRADATION OF M2.06 GRADING B CROSS SECTION BITUMINOUS CONCRETE PAVEMENT N.T.S. z •<x II II 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD rn 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. 52e 0'-8 13/16' , I-- 3'-1 3/4' - Bcndina Holes 2 - 1.5" Dia. 24.50" Dia. 0.75' Hondlin Holes 1507 F' 8" 1.50" 21. 5' Dla. 4 IT 0.75' 0.75' 6' I u• n� E 6 I 8-9-05 I FINAL: APP. COND. I KMI REVISIONS 5 4122105 REVISE DBo KMI 4 3-30-05 ADD DETAIL: RIPRAP STILLING BASIN KMI 3 3-10-05 GENERAL REVISIONS/DETENTION BASIN OUTLET MHA 2 11-22-04 ADD GUIDE RAIL, REV. OUTLET DETAIL RAM 1 10-20-041 PER TOWN COMMENTS RAM NO. DATE DESCRIPTION BY SECTION B-B CAST IRON FRAME N.T.S. um 1. The lower surface of the cover and the corresponding upper surface of the frame shall be machine finished to provide a smooth flat contact of fit, without any tendency for the cover to rc •k or rattle. STORM MANHOLE ALTERNATE A -00 ®00�0 0 0 00 00 a 0 OO O�0Op0 o p �So� Op® O 23.875" Dio. r �f 1.2� 0.38, 1.25" 1.125' 0.75' 0.875" _ 1' 1.125" -I I0.75 A 0•56-L3.6875' Dio. SECTION A -A CAST IRON COVER N.T.S. CURB 1J' v nl�at...i ...... 4 14' -I TOOLED JOINTS WITH 1/2" PREFORMED 1/4" RADIUS TOOL EXPANSION JOINT MTL RIGHT OF WAY TYPICAL SIDEWALK PLAN NOT TO SCALE SECTION X-X 18' INTERMEDIATE RIP RAP FILTER FABRIC (MIRAFI 140N O.A.E.) 6" GRAVEL PIPE DIAM. A B C D E F G H WT RIP -RAP IN TONS 15" 10' 7' 1-1/2' 1' 1' -1/2' 1-1/2' 3' 6 18" 12' 8' 2' 1' 1 5' 2' 4' 8 21" 13' 9' 2-1/2' 1-1/2' 1' 7' 2-1/2' 4-1/2' 12 24" 17' 10' 2-1/2' 1-1/2' 1' 8' 2-1 /2' 5-1 /2' 15 30" 20' 13' 3' 2' 2' 9' 3' 6' 22 36" 22' 16' 3-1/2' 2' 2' -1 /2. 3-1/2', 7' 33 ENERGY DISSIPATOR DETAIL NOT TO SCALE (DISCHARGE INTO DETENTION BASIN) 3" Type "C-L" top and grate W-8 13/16' of nanl -STANDARD PRECAST CONCRETE UNIT Y-6' 10 77.70 18' INLET [ES 8' INLET 18' OUTLET PIPE I \MODIFIED RIP RAP PAD ~� I Class "A" Concrete FRONT SIDE CIRCULAR FASTENERS TO BE SPOT WELDED AS DEPICTED AND ANCHOR BOLTED INT❑ FRONT OF STRUCTURE WITH MINIMUM 1/2'X3' STAINLESS STEEL BOLTS Type "C-L" Top �. with Type "A" grate NOTES: 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED, PAINTED rA,,AIr% 'D^t ITcn %. I nlrurn,r V vnvV Icu Min 2. LADDER RUNGS SHALL BE PROVIDED IN CATCH BASIN WHERE HEIGHT OF STRUCTURE EXCEEDS 8 FEET. 3. 1N SANDY SOILS APPLY DAMP -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 6" BE!_OW THE BOTTOM OF THE 28' 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 INSIDE OF LIMITS. SMOOTH STEEL BARS 7• ADJUST FRAME ELEVATION WITH BRICKS 6" TO 12". 4"X8" OPENINGS 8. PROVIDE MINIMUM 2'-0" OF COVER OVER PIPE AT BELLS. -I iio SPOT WELD 0 FA(_H jr)INIT Q DPn�AnC* 6" nr Z/A" TDADon,+v IWn= r7Anu c+•rnlln•n,nr I V I vI .�/ r In/1r RVVn u1mu'r-r[ C/il,rl 0IMVV 1UKr_ Al BASE. 10. OUTLET MUST HAVE GALVANIZED FRAMES AND GRATES AND TRASHRACK. DETENTION BASIN OUTLET N.T.S. A F, 1 1n 1 4'-4- PLAN VIEW APPLICATION OF GRADE V-7 3/8== PVMT. CRncc_SI Roc W m T-_ Xin Z N O-.R J_ a6N OX� z �; '-CLASS 'C' CONC. `r s OR PRECAST CONC. BLOCK I - 8" 3'-0" CLASS 'C' CONC. I 41-0` SECTION B-B SECTION A -A TYPE 'C' CATCH BASIN not to scale VARIES 4'- 0" " 6 MEET TOP OF CURB, OR EDGE OF 1 /4" R 1 /4" R NPRxES PAVEMENT IF NO CURB EXISTS 1/2". 1' 1/4": 1' BIT. CURB 4 G G C 4.a. • d ad d atd. d •a 4 a4 d4a Ql�dd G� 44 J< G 4< 4 4 4" TOPSOIL & SEED 4" TOPSOIL 5 CONC. SIDEWALK (3500 PSI CONCRETE) INSTALL PER & SEED PER CT DOT 9.21 AND TO1 4 OF SOUTH WINDSOR DESIGN STANDARDS/ WI 8" CONC. SIDEWALK WITH RE REINFORCING WHERE IT CROSSES ANY DRIVEWAYS, ACCORDING TO TOWN STANDARD. MATCH _ 8" PROCESSED STONE OR BANK RUN GRAVEL GROUNE CT DOT M2.06 GRADATION "B" OR M5.01.1 TYPICAL SIDEWALK SECTION NOT TO SCALE C BARREL B SLOPE LINE-'__'_1_-`I 1" MIN. WALL (SEE NOTE 2) z SECTION X-X -IR ( I s 'ECTION Y-Y DETAIL 'A' Ate DETAIL_ 'A' FOR USE WITH COR- RUGATED METAL PIPE 54" OR LARGER. END VIEW \- POURED CONCRETE CUTOFF WALL OR PRECAST CATCH BASIN SUMP, ANCHORED TO CULVERT END DIMENSIONS FOR REINFORCED CONCRETE CULVERT END FLARE (REINFORCEMENT ONE LAYER ONLY IN CENTER OF WALL DIA. A B C D E F R1 R2 MI4 AREA OF IONGITUDiNALS MIN AREA OF TRANSVERSE STEEL SOAN.PER FOOT SO.IN.PER FOOT 2'-3" 3'-10` 6'-1" 3'-0" 2'-5" V-31/2" 1'-0" 0.060 0.060 21" 9" 2'-11" V-2" 6'-1" 3'-6" 2'-71/2' l'-4" 1'-1" 0.066 0.066 24" 9 1/2" 3'-7 I�2" 2'-6" 6'-1 1/2' 4'-0" T-9 3/16'1'-4 13/t6" V-2" 0.72 0.072 30" 1'-0" 4'-6 '-7 3/4" 6'-1 3/4 5'-0- 3'-1' V-6 1/2" V-3" 0.084 0.084 36" V-3" V 3" 2'-10 3/4' W-1 3/4 W-0" '-11 11/15 2'-5/16" 1'-8" 0.096 0.096 42' 1'-9. 5'-3" 2'-11" 8'-2" 6'-6" 4'-5 7/S 2'-3 1/2" V-10" 0.108 0.108 2'-2" 8'-2" 7'-0" 4'-61/2"2'-41/2" V-10" 0.120 0.120 64" 2'-3" W-5" 2'-11" 8'-4" 7'-6' V-51/2"2'-9 1 8" 2'-0" 0.132 0.132 60" 2'-6` V-O" 3'-3" 8'-3. 8'-0. V-1/2" 3'-116" 2'-0- 0.144 0.144 12" 4" 2'-0" 4'-3/8" 6'-3/8' 2'-0" 1'-7 t5/is 10 1/4" 9" 0.048 0.048 15" 6` 2'-3" 3'-1/ 6'-1" 2'-6" 2'-5/16" V-1/2- 11" 0.054 0.054 FLARED END ns OWNER JAPPLICANT JMJ CONSTRUCTION CO., INC. 658 ELLINGTON ROAD SOUTH WINDSOR, CT. 06074 TEL. (860) 282-0628 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. 3. IN SANDY SOILS APPLY DAMP - 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 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. ALL CATCH BASINS TO HAVE GALVANIZED FRAMES AND GRATES. -1'-1 5/8'�I•- 4•-8 3/4' --•) BRICK LEVELERS ,I i I-- =-r-I 1 MAX, :SIDENTIAL SAND BLANKET (TYP.) �,.,. PIPE -� - F 4. 4 ° :. e d d. BOTTOM OF EXCAVATED TRENCH NATURAL CLAY PROFILE VIEW NOTES: 1. WIDTH OF STOP SHALL EXTEND TO UNDISTURBED MATERIAL ON BOTH SIDES OF TRENCH. 2. WHERE ROCK IS ENCOUNTERED, HEIGHT OF STOP SHALL EXTEND TO THE TOP OF ROCK. 3. TO BE LOCATED ALONG THE SANITARY SEWER LINE AS SHOWN ON PLANS. EXCAVATED NATURAL CLAY TRENCH WIDTH ,... ,•. •.4• .°. . •�. _ F. 4 , ' .. �4 JOINT) PLAN VIEW NATURAL CLAY DRAINAGE STOPS NOT TO SCALE TYPE "K2" BIT, CURB 1, TACK COAT TO BE APPLIED PRIOR TO CURB PLACEMENT AS REQUIRED BY TOWN. COATING TO BE APPLIED PER M 04,01.1d4, FORM 814 A BITUMINOUS CONCRETE LIP CURB SECTION N.T.S. CY AT BACK R' OF WALK BITUMINOUS �AR�Es CURBING SLOPE NOT TO EXCEED 1:12 S' S WIDTH EXPANSION JOINT AT BACK OF VARIES CURB AND AT SIDEWALK LINE EXPANSION JOINT AT BACK OF CURB SIDEWALK AND AT SIDEWALK LINE. SLOPE NOT TO EXCEED 1: 12 If F GRASS RAMP GRASS 3 MIN. BITUMINOUS CURB LINE I „I 3'-4" MAX Ae(1rdr)l ITUIr+ nnnirn== (BOTHSIDES)FINISHED PAVEMENT LEVEL --� NOTE: DRAINAGE DESIGN IN THE VICINITY OF RAMPS SURFACE SHALL BE SHALL BE AN INTEGRAL PART OF THE RAMP TEXTURED AND NON -SLIP. DESIGN. NO DRAINAGE STRUCTURE SHALL BE PLACED WITHIN THE LIMITS OF THE RAMP. ALL MATERIALS ARE TO MEET CONN. D.O.T. SPECIFICATIONS FORM 814A AS AMENDED CONCRETE SIDEWALK HANDICAP RAMP NOT TO SCALE ''I' MIN. " Itz u q ffs- - c e A . STORM DRAM F W A_} t 2' MIEN. >L1 2 : i �, ..PLAN ' `y (NOT TO :6CAI.E} }2' M!N � 4' MII'J 4' MIN.' • STORM DRAI - . _.:. N_P OW_ , PIPE OUTLET WVER 4 SET ELEV. I' LOWER THAN II - PIPE OUTLET' INVERT...... iN ENDVVALL OREXISTING STABLE FLAKED END•SECT10_ _, �` OUTLET CHANNEL RIPRAP PROPERLY DESIGNED GEOTFXfILE ' 12"-MINIMUM THICKNESS 1F REQUIRED FILTER LAYER OR 13EDDING' ' SEE NOTES I A 2 .6MINIMUM T,-IIGICNESS ( ) SECTION A•A (NOT TO SCALE) NOTES: 1. RIPRAP SIZE AND THICKNESS SHALL BE ADJUSTED UP1IVARD AS THE STORM DRAIN SIZE AND OUTLET VELOCITY . INCREASE" SEE PLANNING CONSIDERATIONS SECTION FOR DESIGN REFERENCES. -2. CONSIDER THE APPLICATION OF CEMENTIOUS GROL►T R1I THE RIPRAP TO PREVENT - f VANDAUSM AND FACILITATE SEDIMENT AND DEBRIS CLEANOUT. � ■ Tel. 860.291 • 8755 Dl� �Ql�� Fax 860.291.8757 Wsign rofto"ssi®nals, inc. DES/GN. KMl RAM CHECKED.GBS • • � civil engineers •planners •surveyors DRAWN. aw landscape architects gis • gps JOB ND.: 1930 DATE. 9-10-04 165 South Satellite Road, South Windsor, Connecticut 06074 DRAW/NG NO.: JOBS 1930/1930-DETA/LS TYPICAL RIPRAP STILLING BASIN (N.T.S.) (DISCHARGE AT TOE OF SLOPE-PODUNK RIVER) 16'Wx23'L MODIFIED RIP --RAP PREPARED FOR: SHEET EMERALD GREEN SUBDIVISION 9 }�v }� }��q�yv�v �y l�a�slS U G 1i OAS 11MROAD SOUTH WUNDSOX, tC®NN ECTRtCUT 0 TRENCH WIDTH TO BE PAVEMENT OR MINIMUM OF 3' GROUND SURFACE 6'-0' MIN. IT 0 6' WATER MAIN TAPPING MACHINE TO BE MOUNTER AND OPERATED BY THE DISTRICT. THE TRENCH IS TO BE PROPERLY DEWATEREO AND COMPLY WITH. OSHA REQUIREMENTS FOR TRENCH EXCAVATION. TRENCH REQUIREMENTS FOR 1 " TO 2" SERVICE TAPS N.T.S. 1 -0" STREET LINE i FINISHED I CURB GRADE 4 11JJ?l/ LATE Box CATE BOX -"�•••,. ""„`^ FLANGE TEST PLUG MECH. JOINT WATER MECH. JOINT MAIN GATE VALVE TAPPING LATE VALVE TAPPING SLEEVE PIPING TO BE RESTRAINED WITH RODDING OR RETAILING GLANDS WATER SERVICES 4" THROUGH 8" (IF REQ'D) N.T.S. ALL LACING RODS SHALL RECEIVE TWO -COATS OF RUST INHIBITING PAINT AFTER ASSEMBLY-^J PUSH ON JOINT PIPE ANSI/AWWA C151/A 21.11-80 D.1. CLASS 54 TEE BOLTS/NUTS I. FITTING ANSI/AWWA 10-77A 21.10 _ �- 3/4' THREADED RODS W/NUTS AHD WASHERS 24" TYPICAL LENGTH .-NUT -EYE BOLTS \ EBAA IRON INC. SERIES 800 RF.T61L RETAINER GLAND APPROVED EQUAL SEE OETAII-y- M.J. FOLLOWER GLAND 1O W TH BOLTS. RETAINER GLAND RETAINER GLAND USE EYE -BOLTS, NUTS & V THRUST RESTRAINT-RESTRAINt•n (Z)PUSH-ON JOINT RESTRAINT USING JOINT METHODS MECHANICAL JOINT RETAINER GLANDS AND LACMIG MECHANICAL JOINT RETAINER GLANDS (3)PUSH-ON JOINT RETAINER GLANDS TYPICAL RESTRAINED JOINTS N.T.S. z-<x II II 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY z 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. 1 8-9-05 NO. DATE STREET LINE CURB (. BITUMINOUS WALK ROAD SURFACE CURB BOX & OPEROD I ROD PINNED TO VALVE TWO STREET ELBOWS ADAPTERS FROM IRON PIPE (SWING JOINT) THREAD TO COPPER TUBE USING COMPRESSION CONNECTION CORPORATION (INSTALLED BY M'ROPO.TAN _ DISTRICT) CURB STOP BALL VALVE THREE PART UNION COPPER COMPRESSION x CONNECTOR (IF NEEDED) TYPE "K' COPPER TUBING ADAPTERS FROM IRON PIPE THREAD TO COPPER TUBING USING COMPRESSION CONNECTION WATER MAIN 1" SERVICE TAP OFF HORI�. CENTER LINE & ALL 1 1/2" & 2 TAPS N.T.S. THRUST RESTRAINT - LACING METHOD CRFGIAI SHOULDER EYE BOLT IN SLOTTED HOLE LACING RODS LACING RODS I 0 ,O REGULAR EYE -BOLT I I REGULAR EYE -BOLT 4" JOINTS 6' & 8" JOINT'S 10' & 12" JOINTS 3/4' (ACING RODS• EYE BOLT ECHANICAL JOINT GATE OR FTTDNG PIPE SIZE No. LACING RODS 10' & 12" 4 - 3/4'0 • STANDARD LENGTHS ARE 6' & 10'. COUPUNCS MAY BE USED FOR LONGER LENGTHS. NOTES: 1. NUMBER OF LACING RODS IS BASED ON MAXIMUM PRESSURE OF 150 P.S.I. IN MAIN. 2. EYE -BOLTS AND LACING RODS ARE TO BE FABRICATED FROM A-36 STEEL. 3. STEEL LACING RODS SHALL. HAVE A YIELD STRESS OF NOT LESS THAN 36.000 P.S.I. 4. EYE -BOLTS SHALL HAVE A MINIMUM TENSILE STRENGTH OF 7,OD0 LBS. EACH. 5. 3/4' LACING RODS AND EYEBOLTS ARE UN'SURABLE FOR PIPELINES 16 INCHES IN DIAMETER AND LARGER. RESTRAINT FOR 16 INCHES AND LARGER PIPES MUST BE DESIGNED ON A CASE -BY -CASE BASIS AND APPROVED BY THE METROPOLOVJR DISTRICT. MECHANICAL JOINT LACING DETAIL N.T.S. SAW CUT AND SEAL JOINT WITH TACK COAT M 04.01 V OR 1 1/2' (COMPACTED) CLASS 2 BITUMINOUS CONCRETE SURFACE COURSE <OR MATCH EXISTING, IF GREATER) M 04 2' OR 1 1/2' (COMPACTED) CLASS 1 OR 2 BITUMINOUS CONCRETE BINDER COURSE ( OR MATCH EXISTING, IF GREATER) M 04 6' (COMPACTED) PROCESSED TRAPROCK BASE. M 05,01. t ,::. . ; . ;::. ,• 6' (COMPACTED) PROCESSED GRAVEL • :.�;; �_•,..; :• •:,, : • • ... •..: SUBASE OVER COMPACTED SUBGRADE �•''?t;;;ti +k %!�' , i~' `ti;s <TRENCH BACK FILL) M,02- GRADE. B y'_: 4 •.;,.•.tie. <OR PROCESSED TRAPROCK) 12' TRENCH WDTH _ 12 NOTES MIN. VARIES SEE 1, ALL SAW CUT AND SEALED JOINTS TO TYPICAL BE EITHER PARALLEL WITH, OR PERPEN- TRENCH DICULAR TO, THE CENTERLINE OF SECTION THE PIPE. 2. ALL MATERIALS ARE TO MEET FORM 814A, AS AMENDED SECTION PERMANENT PAVEMENT PATCHING DETAIL N.T.S. REVISIONS FINAL: MDC COMMENTS KMI DESCRIPTION BY LAWN / STREETS CROSS-COUNTRY PAVED A TOPSOIL & SOD OR SEED 4•t_ 4' .^ 1 NATIVE BACWLL SHALL NOT CONTAIN ASHES, CINDERS, SHELL, FROZEN MATERIAL, LOOSE DEBRIS OR STONES LARGER THAN 2'IN MA70MUM DIMENSION CAUTION TAPE -SCREENED SAND CABLE, AS SPECIFIED NOTE COORDINATE NTH ELECTRICAL DRAWNGS, ELECTRICAL TRENCH N.T.S. TAPPING GATE VALVE TEST PLUG ON 7'-0' MINIMUM TAPPING SLEEVE TO BE ON TOP TAPPING TAPPING MACHINE TO BE o MOUNTED AND OPERATED MOUNTED I BY THE DISTRICT ON WATER v MAIN-} (CONCRETE 1'-0' MIN. CLEARANCE ALL AROtINO I THRUST BLOCK VALVE FLANGE 1'-6' MAX, TO BE INSTALLED WOOD BLOCKING AFTER TAP IS (MUST REMAIN) MADE WATER MAN Lj_ PROTECT NUTS & ROLTS FROM CONCRETE NOTES. t. m n,,E CO TRRACTOIL TEEVE A ' Rc"aoS�rL±ICci eil�i. TTEST 14BE STAUAAMi PFRIALLED 00 o TO Yiux7 KAV TM. NO TAP WLL BE MADE W MERE IS NO TEST PLUG. 2. TAPPING GTE V.LYE TO FWYE "NO OFOPERETION AS a.-I.CICU BY TIE DISTRICT. TAW TARO OI' OPERATION IS NOT CORRECT, NO TAP T;4L BE MADE J. IRENCN TO OE OEWATEREO AND IN COUPM4NCE WITH 03!N REOUA WEMS FOR TRENCH FXGVATION. TRENCHING REQUIREMENTS FOR MAKING 4" TO 12" TAP ON WATER MAIN (IF REQ'D) N.T.S. LAWN / STREETS CROSS-COUNTRY PAVEDA TOPSOIL & SOD OR SEED •--7 BASE AND PAVEMENT PER PAVEMENT DETAIL. APPROVED GRANULAR NON - ORGANIC BACKFILL MATERIAL PLACED AND COMPACTED IN ONE FOOT (1') (MAX.) LIFTS. MIN. INUNE DRAIN - PVC BODY BY NYLOPA'ST OR APPROVED EQUAL PROVIDE 15" WATER -TIGHT GASKETED ADAPTORS VIA TEE OR E 4. SAND (CT DOT M.03.02-2 FINE AGGREGATE) MIN. 8" DUCTILE IRON PIPE MIN. 3' SECTION WATER MAIN TRENCH SECTION NOT TO SCALE 15" HOPE. 18" CAST IRON GRATE MODEL 2718AG12N \ H-20 LOADING PERFOPATED & LOCK .3LE GRATE IN sPc CASES. v� ELSN SHOULD ONLY BE USED WHEN SOIL CONOIRO.4S ARE STABLE. 18" CAST IRON GRATE 1' 4" 9' FOR USE WITH 12" & SMALLER WATER MAINS N.T.S. THE METROPOLITAN DISTRICT MDC DPA WATER INSTALLATIril DETAILS MDC CODE: (TITLE) (TOWN` WATER: DVW00171 !MM[ W00119IL 10 M' NMOwm rim Tel. 86( • 291 • 8755 B Fax P ,0.291 • 8757 es ign rofesslone:s, Inc. 11 civil engineers • pl-,•.r.ers surveyors landscape architr:cts IT gis • gps 16,15 South Satellite Road, south Windsor, Connecticut 06074 EXTENSION STEM AND E) LONG GATE BOX BOTTOM SECTIONS WHEN TOP OF OPERATING NUT ON VAL' IS 4 1IV OR MORE BELT GRADE APPROVED DWYER GATE BOTTOM SECTION TYPICAL GATE VALVE INSTALLATION 12" a SMALLER N.T.S. OWNER/APPLICANT JMJ CONSTRUCTION CO., INC. 658 ELLINGTON ROAD SOUTH WINDSOR, CT. 06074 TEL. (860) 282-0628 �i % 3- / c0 ` 1-MP / TREELINE NEW REELIINE 96' 3- ' o / I -A /' 8 VC r O o \ o 0 ,ti r \ FP \ \' 5 i AO qo/ 9-VG ' FP , � � �• , � � A / / C3 \ / NI CHURC OF HARTFORD ' PROPOSED NEfi-.IV P o .•'.••j••'.',•'•'..• o �' co TREELINE 00 ` A� 1'TNG ARBORVIT EXISITNG PINE \ 12-I V• I TO REMAIN 3-AC \ T \ ©` 2 SRC TO REMAIN 5-MP 5- \ \ Q 22V IC FLAN IING`; NRUI'USED I•UR EMERALD GREEN SUBDIVISION (6 LOIS) PLANT LIST SYM. QTY. TECHNICAL NAME COMMON NAME SIZE COMMENTS MATURITY HEIGHT/SPREAD TREES AS 6 ACER SACCHARUM 'GREEN MOUNTAIN' 2 1/2-3" CAL. B&B 50'/40' "GREEN MOUNTAIN" SUGAR MAPLE r 4 FAGUS STLVATICA li1ROPUNICE{'A PURPLE LEAF BEECH 2 1/2" CAL. B&B 5V /35' ' PG 3 PICEA GLAUCA WHITE SPRUCE 6' HT B&B 40'/15' PN 3 PINUS NIGRA AUSTRIAN PINE 6' HT. B&B 50'/30' PS 3 PINUS STROBUS EASTERN WHITE PINE 6' HT. B&B 50'/30' QR 9 QUERCUS RUBRUM RED OAK 2 1/2-3" CAL. B&B 60'/40' SHRUBS VC 9 VIBURNUM CORYMBOSUM HIGHBUSH BLUEBERRY 3'-4' HT. #3 CONT. 8'/5' VP 12 VIBURNUM PLICATUM 'SHASTA' SHASTA VIBURNUM 3'-4' HT. #3 CONT.(5' O.C.) 8'/5' 1 S 3 pN , iLo V 'i r FP_ -I6 LOP _CS I ' - H \\` b1 M M 9-IC �� `t500 ' \t\ AS (', ' : / ' / '- - - �' �� / DO PRUNE OTONLY EAVILY PRUNERTLlIA6SEEOTDA1+PLANTING. LEADERS AND BROKEN OR DEAD BRANCHES. C SOME INFERIOR TWIGS AND LATERAL BRANCHES �O !_�.OR MS NHS` 5� H �• , i v O t �� ! ' I MAY BE PRUNED; HO',S R, DO NDT REMOVE % ` / ,r/� / THE TERMINAL BUDS OF BPAANCHES THAT i' / ,EXTEND TO THE EDGE OF THE CRO'NN. JH / i STAKE TREES ONLY UPON! THE APPROVAL OR `-_ ` OF THE LANDSCAPE ARCHITECT L A F2 '0U NK 2-R ' `/ \ i \ Cp` t \ ' + �' , SEE STA104 DETAL i' FP '�'�` \ '• NEW TRE1 LINE WRAP TREE TRUNKS ONLY UPON THE CHI APPROVAL OF THE LANDSCAPE ARCHITECT. / -7i3� '!!� l_ .� c •( •�. �3, C� `� / ��� �n \ `\`\"Y !` \ ,i�\ ` \\\ / I • 7 t_ ', _ 11( , / /THET�NURSEar SIDE TREE . ,- �H TREE USTLBfEPLArltE01SUCHFilwT80VE THE KNISH GRADE PR •^ r l i - i ,U FACG NUKI" A, im wit WHEN EVER THE TRUNK FLARE IS VISIBLE AT THE TOP ^•! �' t _ .,/y , ' • 't \' �� \ _~ ��%y� ' p t+- I W 1 ' POSSIBLE. / OFTHEROOT BALL. TREES WHERETHE TRUNK ! r , ';ij G FLARE IS WOT VISIBLE STALL BE REdECTEO. W SET TOP OF ROOT BALL fLUSN TO 7500 �11A'7tt. DO NOT COVER THE TOP OF THE ROOT GRADE OR 25-50 M!a ,T 2N.)2400 MM PREFERRED BALL WITH SOIL. j ,• �' , 7-AF _ \ �1 \ ` / 1 7 f ' , I~ TIIGHER IN SLOWLY DRAt4ING SOILS. 3" HIGH EARTH SAUCER (TYP.) /` i �C} \ • '` OR � J7- t - � �, ' � / �f� ` '' J' � i zoo aa•L (8 IN.) _ ( / ' ` r 3' SHREDDED BARK MULCH AS 5 C 37'JH _ ' P p' \ ' t 50 MM &2 IN.Z MULCH. DO NO PWCE T00 A1ht �4 IN.) HIGH EARTH SAUCER 1 ' ' + + " " " ', BEYOND DGE OF R00T BALL. I CO, TACT WITH TREE TRUNK. ` �- PJ ` ` ` d� J0 t r ! 7 1 . ' , t AWNTNN THE MULCH WEED -FREE FOR ; ; ; , , REMOVE ALL TWINE, ROPE AND WIRE, AND 8p AS A MINIMUM OF CNE YEAR AFTER BURLAP FROM TOP HALF OF ROOT BALL REMOVE BURLAP AND TIES 1 ! I 1 r / F 1 PLANTING. �'O • , ` 8 3-VP L \ I , j ' S' T HE ROOT IS SHIPPED THE A E BASKET BASKET AROUND FROM TOP 1/3 BALL �' ! \ o ' ' ` I 1 O ,! P ,1 7 528'go FC' ,t AND REMOVE�UP ERTTWO-Try RDS OBASKE OUR PLACES ! 12 �, NOTE: FOR DIMENSIONS OF \ \\ 1" SHREDDED BARK MULCH t _ PLACE ROOT BALL ON UNEXCAVAiED / / .',• �j \ ' 5- 5 / �, t PLANTING AREAS, TYPES SOIL OR TAMPED SOIL. \\/� 1 \��\ii\; .......�. GROUND COVER BEDS " 5-Vp'IP� _ _ ___ � /\\•...11 /JV�'X// ...w\ \i v���"�\\/ AMENDMENTS, OR SOIL REPLACEMENT, TAMP SOL AROUND ROOT BALL \\% )� i�\\�� ��% L SEE "SOIL IMPROVEMENT DETAILS." BASE FIRMLY WITHAROUND FOOT PRESSURE COMPACTED SUBGRADE TYP. f\� ................. ( ) SO THAT ROOT BALL DOES NOT SHIFT. \\ \"A RAIN GARDEN" / PLANTING SOIL MIXTURE (TYP. )NOTES 1. NO MULCH WITHIN 3" OF TREE. PLEASE REFER TO INTRODUCTION AND USE CRITERIA PRIOR TO USING THIS DETAIL. \ EXIST. . LOC\USE N\F �~ 3� ' I IL,P T , , t ' I 2. THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 2400 MM 8 FT. BALL DIAMETER \EXXIST. HOUSE \ G ' ' ' I I �'•" -- ..- .i 1 1 ' ! - _ _ i ) PN L ' 1 , ! t SQUARE, OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING OR GRATING. \ ERIC R. & RACHELLE CLARK , I L , �� 3. TREE PITS SHALL BE A MINIMUM OF TWO TIMES THE DIAMETER OF THE PLANT'S ROOT BALL + 12" ' ! \ 4. WATER SHALL BE APPLIED AS REQUIRED TO MEET SOIL CONDITIONS THROUGHOUT CONSTRUCTION AND WARRANTY PERIOD.. B&B TREES IN ALL SOIL TYPES S ' HRUB PLANTING BEDS �N�E r :;\:::::::,:. • j 00FS' ' - - - - - N . T. S. N . T. S. QR ! ,jr- MP��NCE � '1 ! , , , `, �/ ! LANDSCAPE NOTES: f 100,� N�GHTP�-�"E� �� • O � 0 T T ..r-/ 1 ��0 �O• S I ! , , , \ ✓ 7 1. ALL EXISTING TREES TO REMAIN SHALL BE SHAPED OR PRUNED WITHIN THE DEVELOPMENT AND ALONG THE PERIMETER OF CONSTRUCTION LIMIT AS REQUIRED \\ CNN` vG�ON •(� �PS`N o'. I ��' R` �` \ PRO 2. ALL BY IAREASDDESGO DESIGNATED AND ALL AREAS DISTURBS T �L D NO RECEIVING A SPECIFIC SURFACING SHALL BE SEEDED SHALL RECEIVE FOUR (4) INCHES OF TOPSOIL, SOIL ONCE QVP � 18OAK cA ', /' Er L.,' \ \ \ r'.•IOUSE•\ ' ^` AMENDMENTS AND MULCH, WATER AND MAINTAIN LAWN AREA. THE BOTTOM OF THE DETENTION BASIN SHALL BE MAINTAINED AS SAND FOR INFILTRATION PURPOSES. C � R q �` �` \ `� ,oa �Io Io `\ ` UNTIL ALL AREAS ARE STABILIZED AND ACCEPTED BY OWNER'S REPRESENTATIVE. TOPSOIL SHALL BE LOAMY FRIABLE SOILS FREE OF SUBSOILS & ROCKS \ , _ E GREATER THAN 3/4' AND OTHER DELETERIOUS SUBSTANCES, pH OF TOPSOIL SHALL BE BETWEEN 5.5 & 6.5. f ` �t \, \ ` PARTICLE DISTRIBUTION SHALL BE: EXIST. HOUSE ` GRAVEL LESS THAN 10% / , � AS , 1 \ t ` ` � ;0 o� \ COARSE TO MEDIUM SAND 30-65% ' (� �� , °� ` \ ~ \ \ FINE SAND 5-20% �• �(O / ' r ` <`? \ ` \ VERY FINE SAND 0-20% 1 \ \\ \ 0 �'\ 1 10 \ \ SILT 15-25% 30" 9EECH / /L.P. S J'12 CLAY 15-25% 3. LAWN GRASS SEED MIXTURE: A. SEEDING MIXTURE TYPE 1 (LAWN AREA): \ •moo, BLUEGRASS BLEND (3 VARIETIES) 50% OF MIXTURE '+APES / ! ' ' / i , i► CHEWINGS RED FESCUE 30% OF MIXTURE PERENNIAL RYEGRASS 20% OF MIXTURE A i PROP. L.P. I \ APPLICATION RATE: 4.50 LBS PER 1000 S.F.WITH WOOD HYDRO -MULCH Q 1200 LBS. PER ACRE. / � , r' / ! ' � ,' � , , �J' t '"� �i � N �.� _ "�`'l HOUSjE 1 ` J/ / t r \ �� B. SEEDING MIXTURE TYPE 11 (LOW MAINTENANCE) \ TALL FESCUE 70% OF MIXTURE EXISTING FENCE TO BE REMOVED , I �000 PERE NNIAL RYEGRASS 10% OF MIXTURE REPLACED 8Y 160t LF. PROPOSED TREELINE ' CREEPING RED FESCUE 10% OF MIXTURE \ ORNAMENTAL FENCE - EXACT TYPE do LOCATION TO BE /' `' ALSIKE CLOVER 5% OF MIXTURE \ �' DETERMINED BY OWNER/APPLICANT t`oY• 10 � '� REDTOP 5% OF MIXTURE .JMJ CONSTRUCTION & N/F TIMOTHY FRIEND �o ``T a�. , ' / - - ` APPLICATION RATE: 3.50 LBS PER 1000 S.F.WITH WOOD HYDRO -MULCH ® 1200 LBS. PER ACRE. {� / - \ N\F C. TEMPORARY VEGETATIVE COVER ALAN M. & TERESA A. PLATTEIS SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 \\ APPROX, LOC. / ' PERENNIAL RYEGRASS 100% EXIST. HOUSE '_Y ONE POUND PER 1,000 SQ. FT. WITH WOOD HYDRO -MULCH AT 1200 LBS. PER ACRE. N F 4 LANDSCAPE TREES AND SHRUBS SHALL MEET THE AMERICAN STANDARDS FOR NURSERY STOCK, ANSI Z60.1-2004 BY THE AMERICAN NURSERY AND TREET DSCA E ASSOCIATION. ALL TREES SHALL HAVE A CENTRAL LEADER. ALL TREES SHALL BE FRESHLY DUG WITHIN 30 DAYS OF DELIVERY TO THE PROJECT SITE. � SIGN \ / / M. 11MOTHY & KATHLEEN M. _ , ' tk3 6o P i'� ,t ROGER H. & DONNA S. ANDERSON ALL TREES PLANTED WITHIN HTE TOWN'S STREET TREE EASEMENT MAY NOT BE REMOVED WITHOUT APPROVAL OF THE TOWN'S PUBLIC WORKS DIRECTOR. FRIEND ' - EXISTING TREELINE / / , 5. PLANTING SEASONS: SPRING - MARCH 15 TO JUNE 10 FALL - SEPTEMBER 15 TO NOVEMBER 15 6. PLANTING SEASON VARIANCE: IF SPECIAL CONDITIONS EXIST TO REQUIRE PLANTING OUTSIDE THE ABOVE SPECIFIED DATES, THE CONTRACTOR SHALL SUBMIT \ ,�\ IN WRITING FOR PERMISSION BY THE OWNER'S REPRESENTATIVE. ANY VARIANCE IN THE PLANTING SEASON WILL NOT AFFECT THE ONE' YEAR GUARANTEE PERIOD. PROPOSED TREELINE 7. SUBSTITUTION OF PLANTS WILL NOT BE PERMITTED UNLESS APPROVED IN WRITING BY THE OWNER. ! '0 N\F 8. PROVIDE A MINIMUM OF 12" OF PLANTING SOIL MIXTURE IN ALL PLANTING BEDS. STEPHEN & 9. PLANTING SOIL MIXTURE (BY VOLUME) SHALL BE EQUAL TO: N F 1 '�� PAULA LOOBY A. BARK MULCH- 10%-12% B. COURSE SA\ ` \ AS N 10 MAILBOX R.S.K. CONTRACTORS, INC. ' C. CLAY LOAMNTOP SOIL- C ARY AS NECESSARY \ \ 102 ` - �` SOIL D. MIXTURE EMSHALIL CONTAIN THEENTS- AS O ABOVEED BY TO ACHIEVETHEFOLLOWING GRADATION RANGE: ` A. GRAVEL -LESS THAN 10% SHED N\F \, B. COARSE/MEDIAN SAND- 55%-65% ROGER H. &DONNAS ANDERSON C. FIND TO VERY FINE SAND- 15%-25% \\ \� \ OFFSITE STABILIZATION FOR STORM DISCHARGE (WEST OF ELLINGTON ROAD) D. SILT- 10%-20% M SOX \ \\ \ �BOT F WATER QUALITY BASIN N0. 1 E. CLAY- 15%-20% ALL DISTURBED AREAS LESS THAN 2:1 SLOPE SHALL BE SEEDED WITH 10. SOIL AMENDMENTS: SOP \\ SEEDING MIXTURE TYPE 11. AREAS SHALL BE HYDRO -SEEDED WITH A. LIME SHALL BE PELLETIZED LIME MANUFACTURED TO MEET AGRICULTURAL STANDARDS AND CONTAIN A MAXIMUM OF 60% OXIDE. \ TACKIFIER AND HYDRO -MULCH EQUAL TO CONNED 3000. WATER QUALITY BASIN BOTTOM PLANTINGS (1,495 S. NOTE: (I.E., CALCIUM OXIDE PLUS MAGNESIUM OXIDE). / (MULCHING RATE:1,450 LBS./AC) B. FERTILIZER SHALL BE OF A FORMULA INDICATED BY THE SOIL TESTING TO ACHIEVE A MINIMUM OF ONE POUND OF NITROGEN PER 1000 S.F. \ \\ NOTE: BELOW ELEVATION 74.00, 168 PLANTINGS WILL INCLUDE: OF LAWN AREA. FERTILIZER SHALL BE A MINIMUM OF 50% ORGANIC SLOW -RELEASE COMPOSITION. \ \ \\ \ i�EY DISTURBED WETLAND SOILS, SHALL BE REPL AS REQUIRED WITH: 1. 42 - CAREX CRINITA (FRINGED SEDGE) - 1QT. POT/3' C. 11. DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED BY THE DEVELOPER DURING THE FOLLOWING PLANTING SEASON OF THE FIRST YEAR WARRANTY. 1. CAREX CRINITA (FRINGED SEDGE) - .POT/3' O.C. 2. 42 - CAREX APULINA (HOP SEDGE) - 1 QT. POT/3' O.C. MAINTENANCE OF THE STREET TREES ARE THE RESPONSIBILITY OF THE ADJACENT LOT OWNER. NO STREET TREE SHALL BE PRUNED UNLESS DIRECTED BY THE TOWN'S o` \ PROPOSED CL&P STREET LIGHTING 2• CAREX LURIDA (LURID SED - 1 QT. POT/3' O.C. 3. 42 - CAREX SCOPARIA (BROOM SEDGE) - 1 QT. POT/3 C. TREE WARDEN. L.P. 3. OSMUNDA CINNAMO INNAMvN FERN) 1 QT. POT/3' O.C. 4. 42 - CAREX STRICTA (RUSSOCK SEDGE) - 1 QT. POT/3' i a. \ \(,�� 4. SEEDING MIXT YPE III -BOTTOM OF SLOPE TO BE SEEDED WITH 5. SEEDING MIXTURE TYPE III -BOTTOM OF BASIN TO BE ED NITH A WETMIX S EDING MIXTURE FROM NEW ENGLAND WET PLANTS, INC. A WETMIX SEEDING MIXTURE FROM NEW ENGLAND T PLANT INC. SEEDING RATE SHALL BE ONE POUND PER 2,500 S.F. WITH A NURSE SEEDING RATE SHALL BE ONE POUND PER 2,500 S.F. WITH A NURSE OWNER /APPLICANT OFFSITE STABILIZATION FOR STORM DISCHARGE (WEST OF ELLINGTON ROAD) CROP OF ANNUAL RYE TO ACHIEVE IMMEDIATE STABILIZATION OF SOIL. CROP OF ANNUAL RYE TO ACHIEVE IMMEDIATE STABILIZATION OF SOIL. +� SUPPLEMENTAL NOTE NO. 6A: DEPENDING ON THE SOILS CONDITIONS, 6. SLOPES GREATER THAN 2:1 SHALL BE SEEDED WITH SEEDING MIXTURE 6. WATER QUALITY BASIN BOTTOM FOR THE HERBACEOUS PLANTINGS JMJ CONSTRUCTION CO., INC. THE SEEDING MIXTURE TYPE 11 MAY BE MODIFIED AFTER REVIEW OF ONSITE TYPE 11. UPON HYDRO -SEEDING BANK (MINIMUM OF 4" OF TOPSOIL) SHALL HAVE 12 INCHES OF AMENDED SOILS TO ACHIEVE A MINIMUM 658 ELLINGTON ROAD CONDITIONS BY OWNER'S LANDSCAPE ARCHITECT AND TOWN STAFF TO BANK SHALL BE IMMEDIATELY COVERED WITH EROSION CONTROL OF 25% ORGANIC MATERIAL. INCLUDE: BUFFALO GRASS, BLUE GRAMMA, LITTLE BLUESTEM, SWITCHGRASS BLANKET AND PROPERLY PINNED. SEE SUPPLEMENTAL NOTE NO.6A. 7. FINAL PLANTING PLACEMENT AND QUANTITIES TO BE DETERMINED IN SOUTH WINDSOR, CT. 06074 SIDE -OATS GRAMMA AND/OR A LEGUME (BIRDS -FOOT TREFOIL 7. FINAL SEEDING MIXTURE AND QUANTITIES TO BE DETERMINED IN I FIELD BY OWNER'S LANDSCAPE ARCHITECT AND TOWN STAFF. TEL. (860) 282-•0628 OR CROWN VETCH W/ INOCULANTS) FIELD BY OWNER'S LANDSCAPE ARCHITECT AND TOWN STAFF. 0 o x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS ® Tel. 860.291 • 8755 PREPARED FOR: z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE ® Fax 860 291 8757 ���� e o�� SHEET m INFORMATION. ALL EXISTING UTILITIES SHOULD GRAPHIC SCALE eig� � EMERALD GREEN SUBDIVISION BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 5-12-05 FINAL/SIDEWALK KMI 40 0 20 40 8o L 1 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 3-30-05 PER TOWN COMMENTS RLB &rofessionals, ���■ BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 3-10-05 GENERAL RLS ( IN Fm ) DESIGN: RLB DRAWN RAM CHECKED: GIBS �y �y ® civil engineers • planners • �L RNGTO ROAD 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 1-15-05 PER TOWN COMMENTS RLB 1 inch = 40 ft ■ g P surveyors IMPRESSION SEAL AND ORIGINAL SIGNATURE landscape architects gis gps JOB NO.: 1930 DATE 1-28-05 r�tfT OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWNG NO.: 1930-L 1.DWG SOUTH mt� UNIDSO� CONNEC i►r�+ ICUT L I \ APPROX. LOA kk-1 \EXIST. HOUSE \ ERIC R. 'Z \\ \\ 5011 APPROX. LO( EXIST. NOUSI J� •,,.�'� EXISTING \ �' STREET LIG T \ \' `9 SIAPLE L STREET L GHT \ \ A \\� o it n zz m 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. REVISIONS 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO 2 11-22-04 1 REVISE PER STREET REDESIGN RAM CONSTRUCTION. 1 10-20-04 RELOCATE PROPOSED LIGHTING RAM 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DA TE DESCRIPTION BY N\F ROGER H. & DONNA S. ANDERSON N\F THE UNITY CHURCH OF HARTFORD N\F ROGER H. & DONNA S. ANDERSON 10 GRAPHIC SCALE 40 0 20 40 so IN 1, 1 inch = 40 ft. 000 loop� KEY PROPOSED CL&P STREET LIGHTING L.P. P_. apm rA . rpm ft -qw Mae (nos sWfffc>b n skV% c jd&" number) 156DO 0.90 14 0.0 0.0 0.0 MAXIMUM ILLUMINANCE: 8.8 FCS LIGHTING NOTES: CL&P LIGHTING FIXTURE AND POLE 150 WATT HIGH PRESSURE SODIUM W/ CUT-OFF GLASS REFRACTORIES TYPE II (TRCR SERIES) 14' SQUARE FIBERGLASS POLE (FROM FINISH GRADE) COLOR: BLACK QUANTITY: 13 SEE LIGHTING DETAIL i I i N\F ALAN M. & TERESA A. PLATTEIS p Tel. 860.291 • 8755 N Fax 860.291.8757 flesign . 9'rofessionals, inc. ®1 civil engineers • planners surveyors landscape architects • gis gps 165, South Satellite Road, South Windsor, Connecticut 06074 LANDSCAPE LIGHTING LIGHTING PLAN DESIGN- RAM DRAWNRAM I CHECKED. GBS JOB NO.: 193o I DA rE• 9-10-04 DRAWING NO.: 1930—L 1.DWG OWNER/APPLICANT JMJ CONSTRUCTION CO., INC. 658 ELLINGTON ROAD SOUTH WINDSOR, CT. 06074 TEL. (860) 282-0628 PREPARED FOR: EMERALD GREEN SUBDI VISIO. 1 a 6\�m\ FMOMN-6 COMUCTUCUT SHEET 15