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HomeMy WebLinkAbout04-74P_RIVER WALK SPECIAL EXCEPTION-SITE DEVELOPMENT PLAN SENIOR RESIDENCE DEVELOPMENT_SULLIVAN AVENUESUL...�,.L_V AN AVj_L_::)NU1E i es ign rof essionals, Inc. civil engineers • planners • surveyors landscape architects • CIS • CPS 165 South Satellite Road South Windsor, CT 06074 (860) 291-8755 FAX (860) 291-8757 �O"L� UE eRT7 RUSSELL &r . ON ARCHITECTS 330 Roberts Street East Hartford, CT 06108 (860) 289-1100 FAX (860) 289-3272 19k PRW STRONG ROAD V Q ROAD RAGE , THESE DRAWINGS ARE THE PROPERTY OF DESIGN PROFESSIONALS, INC., AND HAVE BEEN PREPARED SPECIFICALLY FOR THE OWNER/APPLICANT FOR THIS PROJECT. THEY ARE NOT TO BE USED FOR ANY OTHER PURPOSE OR BY ANY OTHER PERSON OR PERSONS NOR REPROPUCED IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMRa2AON OF DESIGN PROFESSIONALS, INC. J COLLINS < 2� THESE PLANS ARE INVALID UNLESS THEY BEAR THE ORIe91NAL SIGNATURE AND IMPRESSION SAL OF THE PROFESSIONAL ENGINEER OR 5URVEYOR. TRAFFIC ENGINEERING SOLUTIONS, P.C. BRUCE A. HILLSON, P.E. 193 Lexington Road Glastonbury, CT 06033 Voice: (860) 657-3579 Fax: (860) 659-0625 ram(,/ co�R �� N EKES 01,CHAR MUNI 00 n Oro Rolf PARK CE50 A �� 61 v F s 2 tlAEKBEfZRy P rohr� Q LA 1E �� F \NC A6-s`1� va FOXGL01r, (Qvt) G Z \ y r 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 DISC SE. 10. THE KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RICHARD P. MARTEL LIC. No. SITE s w. Soo U -1 ." k-. H W 11 N D 2 0 SOUTH WINDSOR SOUTH WINDSOR PLANNING DEPT. PLANNING DEPT. r FINAL PLANS TOWN OF SOUTH WINDSOR AUTHORIZED SIGNATURE DATE:--- SOUTH WINDSOR PLANNING DEPT. OWNERZAPPLICANT: CORNER MEADOW, LLC 40 WINDY HILL ROAD SOUTH WINDSOR, CT 06074 TEL: (860) 282--1751 SOUTH WINDSOR PLANNING DEPT. SOUTH WINDSOR -PLA. NING -DEPT, SOUTH WINDSOR PLANNING DEPT. MAP LOT NIF PROPERTY OWNERS W/Tfi/N 500 FT. 75 4 PO BOX 541 ALFREDA S. RAYMOND 5 1105 STRONG ROAD FRANCIS S. COLLINS' 6 1180 STRONG ROAD PAUL A & L£SLIE R. ROULiER 7 1200 STRONG ROAD ✓OS£PH & MERED/TH M/LLWARD 8 237 PIERCE ROAD DAVID A & MARGARET E. SCHMEDDING & ✓ENNi£ A. MILLIKEN 76 1 1271 SULLIVAN AVENUE SHERMAN R. & CHARLOTTE A. COLLINS 2 8 COLLINS LANE CATHERINE S. COLLINS 23 93 WEST MAIN STREET CONN. WATER COMPANY CLINTON, Cr 06413 88 1 1540 SULLIVAN AVENUE TOWN OF SOUTH WINDSOR 5 1177 SULLIVAN AVENUE LORRAINE M. DODD 6 1209 SULLIVAN AVENUE JOHN J. MITCHELL 7 40 WINDY HILL ROAD CORNER MEADOW, LLC 8 1540 SULLIVAN AVENUE TOWN OF SOUTH WINDSOR 9 259 PIERCE ROAD MARMYN M. MORRiSON 18 878 STRONG ROAD WILUAM E. & MART)YA M. AMAN 89 24 8 COLLINS LANE CATH£RIN£ S. COLLI'NS 25 1250 SULLIVAN AVENUE FEIIX RAMAN ✓R. 26 144 GLENWOOD STREET NOLA C. JOHANNES MANCHESTER, CT 06040 27 1212 SULLIVAN AVENUE DIRK & MARGARET MARY CALLA BARRY 28 144 GLENWOOD STREET COLLINS CROSSING, LLC MANCHESTER, Cl- 06040 SOUTH WINDSOR PLANNING DEPT. SOUTH WiNDSOR PLANNING DEPT. SOUTH WINDSOR PLANNING DEPT. SOUTH WINDSOR PLANNING DEPT. SOUTH WINDSOR PLANNING DEPT. CONNE TIC T Zonlrp Data Bock ZONE: RR RESIDENTIAL/ A-20 USE: SENIOR RESIDENCE DEVELOPMENT (SRD) ITEM REQUIRED/ALLOWED (SRD) PROVIDED Lot Area N/A 533,122 s.f. Lot Frontage 200 ft. 466 ft. Lot Depth 200 ft. >200 ft. Net Buildable Acreage * note below 4.88 acres Number of Units 20.8 units 18 units Max. Parcel Density 4 units/nba 3.68 units/nba Buffer 25 ft 25 ft. Front Yard 50 ft. 50.9 ft. Rear Yard 10 ft. - Side Yard 10 ft. 36 ft. Impervious Coverage 60% max. 14.86% Lot Coverage 10% max. 7.9% Off -Street Parking for 27 aces/unit 2 spscss/unit 7 or 33 p.** Building Stories 2 1/2 max. < 2 1/2 Building Height 30 ft. 25 ft. max. * The Net Buildable Acreage is the total parcel area (12.23 ac.) minus: wetlands, regulated watercourses and flood plain zone area (6.87 ac.); slopes >15% (0.11 ac.); and easements (.11 ac.) = 5.14 ac. ** Parking: 36 garage spaces PROPOSED MODEL SIZES/NUMBER: At least 5 units, or 30%, shall be 1400 sq. ff. or less. This will be achieved by providing three duplex buildings at 1,399 s.f. each units (see sheet A-1D) No more than 30% (5 units), shall exceed 1,800 s.f. This will be achieved by providing units 1,3,5,7 & 14. If unit styles vary from as depicted on the site plan, a change order plan will be submitted to the Town for approval. 1 2 2A 3 4 5 6 7-8 ,- l — L5 A-1 A A--1 G E -, . 5 UHASCAPE F SHEE'l,7 INDEX ! COVER SHEET BOUNDAR)( SURVEY DEMOLITION PLAN PLOT PLAN GRADING AND UTILI 1'EF PLAN/PROFILE SEDIMENTATION & EROSION CONTROL PLAN DETAILS LANDSCAPE PLANS ARCHITECTURAL PLANS FINAL REV: APRIL 26, 2005 R:EV: APRiL 5, 2005 REV: DEC UMBER cl, 2004 r?ATE: NOVEMBER 2, 2004 DPI PROJ: 1657 SHEET 1 LEGEND Ao� \ ` \ \ \ EXISTING IRON PIN Laws .._ .... �i ■ MONUMENT M £t, +�^06 I -- — — — — N /F IP SET THE TOWN SOUTH WINDSOR 2 �2s2a,,, hty \ 3 I \9Mgp ` 4. N /F \ \� TH E TOWN WF # 60 r i OF 0; SOUTH WINDSOR WF #77J WF #61 WF 59 \# y Y I I 1 r 1 I I I 1 f p , / 0 rWF # WF #58 _ Az WILLIAM E. AMAN / �^ o ,' \ \s39¢Ns,33 N/F & \ s¢y wF #57 JOHN J. MITCHELL W `a �/ WF #75 \ iS¢2 W II �, MARTHA M. AMAN WF #63 °o' 0) - o �� ( n8 #56 , �pS u rV WF `7 A WF # u,r 5 \\ WF #5.5_; U4 LLJ O APPROXIMATE SLOPE ` N LIMITS IN FAVOR OF \ WF #73, ' WF #66 ( �� ` ',#54' (�j STATE OF CONNECTICUT + 0/ / I t- \ ' � , ' � ' , � (� `� ` � ` _ - 587'48'05•W `.1., O LP 24 / / \ WF #72 ,\ 'l - - - ' ` ' / \ B 3 S ` \, «�k5 _ _ 125.6#\ \ \ \ WF #67 ` ' ' ' ✓ —POWER POLE & . \ , \SECURITY LIGHTING \ WF #71 - 11 ; i WF #5 , } t �� - LAND TO BE CONVEYED 6 - ` ' 0.31 AC. i WF #68 I 1 , J WF #; l \ - \� , _ SNET 97 t \ WF 0 ` ' ' ' \ 9 \ ` / LP TRANS. ( WF #6 1 WF 50 / I \ \ ' `, WF 47 / J' / 92` 48 WF 49 �� / `' \ \ \ ' \ \ \ �i ' s, APPROXIMATE SLOPE ' , ' ` f ' r , ' , LIMITS IN FAVOR OF WF #45 `, \, l ,r,' STATE OF CONNECTICUT 74 54 IY0441 ' 7 \ WF / r \ It 00 IP SET \ /F , ' 1, 1 ` ; ./ ; ,� 519,19� S.F. , r ♦ \� \ t WF #42 I ' ; I a� 11.9� AC.co / 1co �` �\ ' \ Qj>, FL, J' J I \ i I / / _-____ '/ i fed ♦ ��' v��,jl \ t !per \ ' J \ \ ' i � J � / ' - _ ' + ' \ 1 SNET 96 LP CL ♦ �I �y�l . \ , J \ r r , f r `♦ '\ \ �� { J WWIW. WF # 4O /WF 1 '\ \\ \ I 1921P7 i VIA \ � r '\ I WF #37- i---------' ` \ > !' , % S $ V , \ , , \ \ WF J 1 , rr , , tM �IJ MON NO2'24'05"W#35 #17 0 ' �1 I' 9. x 01fJ , L�=4"19'S3" ' #16 ' 1 R=466.00 %. - \ \ \ `, ,, \ . '\ `, ` �� sz�� \ L=35.23 r ` Sy , WF #1 -----\ ._.jq '" ` IP Tan=17.62 \, , WF #34 , _ _ ` . ' - - - - \ ` ! (SEE NOTE 4) WF #3 I - - - # 1 ` ►� , IP \WF 24 , , , , - ' , v r8 Y �� , A \ ♦ , + WIF #27 WF #26 �� \\` NOTES:- 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. PROPERTY IS ZONED RR. #32 \ \` �\ WF #14 ` ', `I \\ \�,� I \` \ \\ / �� WF #28 1 ♦ ,' ` ' , r \ ` , I \ \ ,_ SNET 3. EXISTING HOUSE IS NON —CONFORMING TO FRONT YARD SETBACK. , ` ' 1 r \ , \ \ \ 95 4. CURVE IS NOT TANGENT AT EITHER TERMINUS. 5. INLANDWETLANDS AND FIELD BURVEYEDNEATED NMARCHFIELD 2003 BYOHN IANNI, REGISTERED INC.I- - _ _ _ WF #29 �#7\ S` ��36• p �� WF #13 6,� O s, MqA\ ; #1 #4 ��` `, , ( I Z`V LIMITS OF PROP. F } \ ` �\ / I 1 NEWAY BY MAP REFERENCES: N F ��\ r / ♦ r �/ WIF WF, #6 �. , \ �\ S TE OF CONNECTICUT 1 sY 1. BOUNDARY SURVEY OF ALLEN & KATHERINE D. BOURN WI LLI AM E. AMAN ♦ `\ ', fl ' 01` t ,,/ /� `LIMIT OF t50' INLA ' ♦ \+ 1 `� \`�/ l ' PIERCE ROAD & SULLIVEN AVENUE SOUTH WINDSOR, CT. & \` , WF # ( ,/ may/ ; WETLAND'S UPLANDI ♦ ' \ �'R i ' REVIEW REA G 2. TOWN OF SOUTH WINDSOR MAP SHOWING EASEMENT ACQUIRED FROM Al BOURN, ET. AL OWNER /APPLICANT: MARTHA M. AMAN ♦♦ Z\ / 06 W�_#2 � S • o° O , BY THE STATE OF CONNECTCUT ROUTE 194 SCALE 1"=40', MAY 1977 TOWN 132 J R uN a (�� 20� , g�E co N F PROJECT NO. 132-83 SERIAL #1 SHEET 1 OF 1 SOUTH WINDSOR MAP #1208A. CORNER MEADOW, LLC R Zp `� �, �o' 655� }� a� ��` MARILYN M. MORRISON , 40 WINDY HILL ROAD �/E ♦ �� �� N co Q (�. 3. BOUNDARY SURVEY PREPARED FOR TOWN OF SOUTH WINDSOR SULLIVAN AVENUE &WEST ROAD, SOUTH WINDSOR CT 06074 ♦ �` / SOUTH WINDSOR, CONNECTICUT SCALE 1"=100' DATE 2-12-00, REV. TO 6-22-00 TO TORBELL, TEL: (860) 282-1751 `� ��� y ' I WF #1' o HEINTZ & ASSOCIATES, INC. �cp , ♦ MOW iP Y^''" � � SNET \ SNET �/+ ` 94 / \\ 3409 \ IP / \ EX. SMW i \ / �=120.26 \ �� r�nr� c �c o { x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH 2O-300b-20 Tel. 860.291 • 8755 RESURVEY PREPARED FOR: z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE Fax 860.291 • 8757 n � SHEET m INFORMATION. ALL EXISTING UTILITIES SHOULD STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS GRAPHIC SCALE ��'�� �ODQ�� SURVEY BE FIELD VERIFIED PRIOR TO CONSTRUCTION. SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. 40 0 20 40 so r %y $� T>rr A j jj" 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. ■ Of ' ssionalS inc, �l Lj `/f/ j� (�,[�, 2 BY A LICENSED LAND SURVEYOR PRIOR TO 2 4/09-5 PER TOWN COMMENTS MHA ® DESIGN. DRAWN.• RAM CHECKED: RPM 1235 S l�J LLUVAN A�'I A� l�l IE CONSTRUCTION. IN FEET ) 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 12-09-04 PER TOWN COMMENTS RAM 12882 1 lI1Ch = 40 ft. ® civil engineers planners surveyors IMPRESSION SEAL AND ORIGINAL SIGNATURE landscape architects gis gps SOB No.: 9687 DATE. November 2, 200 OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY RICHARD P. MARTEL LIC. No. 165 South So 'ite Road, South Windsor, Connecticut 06074 DRAWNG NO.: server bbs 1687 1687-2 SOUTH WUNDSO .,, C®�CTIIC� -- _ LEGEND ® EXISTING IRON PIN ■ EXISTING MONUMENT / \ o \ ass.?8 sus 3 �I'?S2 s9,w / \ I I / � t / / t t , r 1 N/F / 'WF #76 WILLIAM E. AMAN / o � WF #75 MARTHA M. AMAN moo/ \ ry %per CV /oa� WF #74 ' / \ \V00 If r , / \ WF #73, WF #66 r , i \ (WF#72 , r V \WF F #71 WF #68 #70 WF #69 it ON / it ( \ o1 t \. IP4SE-- +ram 1 \ I WF #35 \ l ( \ WF #34 / IP \ WF #3 ' NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. PROPERTY IS ZONED RR AND A-20. 3. EXISTING HOUSE IS NON -CONFORMING TO FRONT YARD SETBACK. 4. CURVE IS NOT TANGENT AT EITHER TERMINUS. 5. INLAND WETLANDS DELINEATED IN THE FIELD BY JOHN IANNI, REGISTERED SOIL SCIENTIST AND FIELD SURVEYED MARCH 2O03 BY DESIGN PROFESSIONALS, INC. MAP REFERENCES: 1. BOUNDARY SURVEY OF ALLEN & KATHERINE D. BOURN PIERCE ROAD & SULLIVEN AVENUE SOUTH WINDSOR, CT. 2. TOWN OF SOUTH WINDSOR MAP SHOWING EASEMENT ACQUIRED FROM ALIEN BOURN, ET. AL BY THE STATE OF CONNECTICUT ROUTE 194 SCALE 1"=40% MAY 1977 TOWN 132 OWNER/APPLICANT: PROJECT NO. 132-83 SERIAL #1 SHEET 1 OF 1 SOUTH WINDSOR MAP #1208A. CORNER MEADOW, LLC 3. BOUNDARY SURVEY PREPARED FOR TOWN OF SOUTH WINDSOR SULLIVAN AVENUE & WEST ROAD, 40 WINDY HILL ROAD SOUTH WINDSOR, CONNECTICUT SCALE 1"=100' DATE 2-12-00, REV. TO 6-22-00 TO TORBELL, SOUTH WINDSOR, CT 06074 HEINTZ & ASSOCIATES, INC. TEL: (860) 282-1751 zo 1 z 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 CONSTRUCTION. 2 4/8/05 PER TOWN COMMENTS MHA 1 12/9/04 TOWN COMMENTS MHA 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION 13Y t , , r r , , r , \ \ \ \ \ I ' l , WF #38" ' WP �37- r' t , WF #2 , , WF N/F WLLIAM E. AMAN MARTHA M. AMAN THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH 2O-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNEC11CUT ASSOCIATION OF LAND SURVEYORS, INC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 & 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. , WF #46 WF #45 WF #44 WF � 1 \`I I WF #42 , t , r , r , WF #40 WF #41 0� ---------- WF` #23 we- #13 , ' WF 4, � t I 2p\ R NE , I P N/F JOHN J. MITCHELL II di u r r r r r r r r r r zil �14 o x I. U ii II I r l 111 jj If ' it II , ��rn a Ilii i i J II n" rI v II• ' 00 z w Na II , oirl N g r ll � �jl r ' _ I , l i � � If✓; ;Ij - - - S8T48.05"W` �.. O_\ LP 24f LP N �A - - O �I 1J1;j 73 ` POWER POLE & . \ SECURITY LIGHTING it f ` SNET 97 \ \ I I LP TRANS. EX. CB TF=106.78' g2t 1 it fNV T .2 INV OU=10.° ' N�O' i i1 tt I r 1; t`Ih t, / it REMOVE POWER, POLE r i & ALL 0VE%9r MIL U71L111E8' I , 1� it "A r / I EX. CB w II TF=105.47 INV IN=101.47 t''i INV OUT=101.3i SAWCUT & REMOVE,a1WSWO -MT. PAVEMENT z`SNET 96 L E941 SF.] II i 11 E19213 XIST. SM�' I (5) TP.106e88F�t t ` 'INV IP ,HOUSE & FWNDA / Ex. CB INV O � , To aE REMovEv 11 � \\ �'�► r r #1 17 , ,_ _ \ , ` I oas7lNvWAIM BE REMOVED' 7ERALS WF T9 ,' WF #8 \ \ \ / 7` , WF' 'LIMIT OF 80' INLAN r WETLANDS UPLAND, ' REVIEW XREA MKRILYN itil. MORRISON A \' Tel. 860.291 • 8755 Fax 860.291.8757 GRAPHIC SCALE esmin �i = 0 20 40 >30 t rofessionals, inc, IN FEET civil engineers • planners surveyors i inch = 40 ft. landscape architects gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 DEMOLIT'10 FLAN DESIGN: DRAWN.• MHA CHECKED: KM/ ✓w No.: 1687 DA TE.• No vember 2, DRAWING No.: server/jobs/1687/1687-2A TF=107.17 Al INV=101.77 ' 35 R2Q MON '1 NO2.24'05"W I � =419'53" R=466.00 L=35.23 % \\ IP (SEE NOTE SEE NOTE 4) 1 11 % t EX. CB mil/ ' G it TF=105.80 I 1'� ' INV IN S(24 JS 1 \ i SNET � I INV IN N(24"' 95 INV OUT=99.5� 1 I I r;c/I I , EX. CB F,Xr §mFr Co CIO TF=107.61 TF=106.44 INV IN=97.73 'INV=97.92 INV OUT=97.60 j I ; �i // t MiiyFtyq�� w/oe ,( S q IP Wq y gC4Fs A Pp�� FiF�� RC5GR SNETSI�NUn�V�pNC iyFy�STiNC d� 3409� \ \�/ EX. SMH' qpp ��ES 14C � O,$L4 NOR VHF=1 Q0.26 a n�kll�gt9T FkSoOF�cF ��l PROPERTY SURVEY RESURVEY PREPARED FOR: RIVER WALK 1235 SU LLUVAN AVENUE CO MC 11 EC ltJ 1L �1 wu LEGEND ® EXISTING IRON PIN 0 EXISTING MONUMENT o PROPOSED MONUMENT O FENCE POST L �1.IJ PROPOSED CONSERVATION EASEMENT 2y35 ..82' M S67'40'48"E t_- "'�. JUHN J. MI I UMLL 5`opE ROX\M F �.lo NEON PpP S \N GON O 20 � , `'� P �p5•W � F�0"P 467.33'° 1' 5421 0 1 N� 0 oz 41510 055 3.59' R2k1 �Pc N67'33'54"W T7A� 9 g. N8�•�ZyJ SNOW SHELF ►is•s . PT s.°p9 >>. L»rl 3131 4 T>CI 03.6,9 00I�J(t �fpd1 �OFt I R `Njo�N 3 N �\t rs S•F• / \ v\N Cg \ S�OpE \ PP \N CO UN\t \ U \ `\. vetifltatbn afu,e Twit, uaffmaisawssewer�'fule #Itli am nee 191� S• • a \ �� >NH ttbo dealgn ptsrtt Pra'+�Y ttpprw•ed by the Atit}hodty, and trheetirg ell Town regulatbrK and �. appropriate lndatical spedfkatlahs rdatlrg to sar>nary sexrx cotuhudfon. ,, This approval letter must be superimposed on the reef approval plans. \ S�AR�> Z QV \ q 46-1RE ContrN Atdhahy 4' r SHELF \ \ u> cc: Matthew B. Guupin, Town manager ;to U "Chad J. Gard ck, Director of Public Works Jeff Dootltk, 7gNh Engineer 3 Y' t \ 11 � t4atda Bartsch, Dkertor of PlenNng �I 10 S1 • \ S � 1p6 9$ \�, ends DOugen, atx£ Buidrg 1n5pecar 11 111 Ar�� L moo` x n 1 513 �'�s 2Z�e••t1 �v A � e� 'I ori 190 gF' Rvl3y.1 62 To 4' SHELF \ Cur%(E a� a \ � Qom IP t�Q `� ��t 0 Po p,- P "RAN?�N4� SOJ���t \\ r ILL: / ;n t 1�� �' � t"•�s, ���' e• % �, ? .,tip to >r BIT. LEAK- �F ?a k�$6 PROPOSED CONSERVATION �$ (2' WIDE) t EASEMENT. Df arZ APER TO 5dy Q� '- PROP 1�6 MAINTENANCE OF WETLAND ' �IfF 1�k SF, pN`t SNOW SH °tee O TOP st VEGETATION ALLOWED. & V7 tv a+7i' S1'S0 , 1:4 STOP BAR �f 9 MaN• o`L 9 WF �18 � R�s��-oo• g0W3gZ0 232� 1 T-49.28 N P PN BPe 1' � to VtE"' OS' !1 k1� t +00 10 2x� N M M P E �Xo"oti 8 10 16 �F.p0i'Pa�B• 0 u �F '� • `Zito � � M%N E Illy �F 1�• T�p�OO• BUF R WF . • WF 2 0*1 g 15' 0.00 ,.... O 1 POSED S7 "12'41"E STOPSIGN �- 2 �O .' • �� `� ` , 6 all ��P`yQ 12, STOP BAR OF VY PROPOSED cJa� ti /��A L\M\�PC1p Rip. ON STREET SIGN 105 00 ate' o l5 0 / �cF #3 ' • �N�aN • �Zk ro�� � � M' P � QRdP e3�� 0�1 O UNIT NO. STREET ADDRESS , • •• / 2 2 23 WI DLIFE TRAIL LIFE TRAIL F30 : • , • Z'! VIA #� / �o �k, 3 35 WILDLIFE TRAIL PROPOSED CONSERVATION '�� •�°' 4 39 WILDLIFE TRAIL EASEMENT. 2/ ti� ,1 5 43 WILDLIFE TRAIL r PR 9E .: • •• MAINTENANCE OF WETLAND 6 51 WILDLIFE TRAIL d lM Al VEGETATION ALLOWED. r�° 7 55 WILDLIFE TRAIL 35 8 28 WILDLIFE TRAIL N' Lo WF / 9 32 WILDLIFE TRAIL 10 40 WILDLIFE TRAIL 11 44 WILDLIFE TRAIL, 0Y. 12 18 WILDLIFE TRAIL -=.,• �-=' _ 13 14 WILDLIFE TRAIL WF #3�33 5' FF R 14 3 WILDLIFE TRAIL 15 7 WILDLIFE TRAIL 1 16 19 WILDLIFE TRAIL _ 35. 2' 36. 5' AP (25 .0 E SE EN 17 15 WILDLIFE TRAIL 18 11 WILDLIFE TRAIL 567.36'20"E �e %run olasoa a `Wazdjoz to. T , m ore. amn saes xa,ua 29, zoa.nwrs be.mn,.oea a ma ro„a r�taoa . \_ 1sill 8W=AN AVD,%E • S=N WND9OR, 0T0ae746 11. The etitdag oDeretl4rt oaodNba& offfia tr¢�o l;X nerd a bo malyzzd, 1t fbe raI idlatu wet opergtowl mbpovemak, are needed to opt}mtze the lazwoke (ado) 8"2511 d[gbt at tbo Iat rsoalon ofPimw Road and SOW=Avenue NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. PROPERTY IS ZONED RR AND A-20. 3. EXISTING HOUSE IS NON -CONFORMING TO FRONT YARD SETBACK. 4. CURVE IS NOT TANGENT AT EITHER TERMINUS. 5. INLAND WETLANDS DELINEATED IN THE FIELD BY JOHN IANNI, REGISTERED SOIL SCIENTIST AND FIELD SURVEYED MARCH 2O03 BY DESIGN PROFESSIONALS, INC. 6. 6' SNOWSHELF PROVIDED UNLESS OTHERWISE SPECIFIED. 7. PROVIDE MINIMUM 25' DISTANCE FROM BUILDINGS 8-13 TO EDGE OF PAVEMENT. MAP REFERENCES: 1. BOUNDARY SURVEY OF ALLEN & KATHERINE D. BOURN PIERCE ROAD & SULLIVEN AVENUE SOUTH WINDSOR, CT. 2. TOWN OF SOUTH WINDSOR MAP SHOWING EASEMENT ACQUIRED FROM ALIEN BOURN, ET. AL BY THE STATE OF CONNECITCUT ROUTE 194 SCALE 1"=40', MAY 1977 TOWN 132 PROJECT NO. 132-83 SERIAL #1 SHEET 1 OF 1 SOUTH WINDSOR MAP #1208A. 3. BOUNDARY SURVEY PREPARED FOR TOWN OF SOUTH WINDSOR SULLIVAN AVENUE & WEST ROAD, SOUTH WINDSOR, CONNECTICUT SCALE 1"=100' DATE 2-12-00, REV. TO 6-22-00 TO TORBELL, o II n 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE rn INFORMATION, ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 4-26-05 FINAL: ADD RAMPS PER TOWN ENGINEER BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 4/8/05 PER TOWN COMMENTS 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 12-09-04 PER TOWN COMMENTS IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION 110 atpnl optaadoo tbeTawa,r ll tobmttarega,ta DOTama1xme PATi-( February 1. 2004 Wet br rordaotea h7r moro,m•a oo-att tnmo toylarer, w1m cas of a Sao y my 8. The applicant andlor condominium association shalt pro Ado a copy of the annual chemical T- m• WI>Ikamt. Wlm to ttppa ttraR of i$Ooo m tm attdy sal i1.000 eat A ring Sum Fhe application reports to the Town. The reports Wit also intricate when the recommendations for CRRTTFIRDMAII. 7M Town wRl laitiate tf» rttdy ups reedpt of mo epp)laalY atom of wit f rahw. The 4"' �•,'•``\ the ludmana emend lanwil be Implemented. appliam'aabsre ofHrndiay matbesabatttedydorb N YtiA c'�- G, ff,, 9 P P ComaMaBow,iLC HBasofeoal rhyac, ladwTowa Cladr',ofaoa /own. oyes'ou,4 f(/!/2ll�fYl' RivwMkSRD 128idewal4arongobedaaihoiaoal ofmo 154o SULLWAN AVENUE . SOU'H NINDSOR. CT lain7o 9. WoOands that are disturbed during cons WnAion wet bs rrio•Ulkd aril replanted as offered by ,b WiodylfiBDdve tatarmtbn �, Red A !' -ddddown � � P RE to too, P�'P -j "`�° TUEPIONEM00)64aeg1r lho applicant. g�W c,�f drhevayforwopah6g area fa,dp penp, �� �`, �• �� r 10. The growing medium for the detention ba^.,lrt should hove a higherorganic content. DwM denI 13. Cooda..f.-tto tlic �tbn m� wM h rnaidmd am �\ r, �� • �� July 1, 2004 rega[rod a be $S you and etch, ace mgwrcd a besobadttod for rt dew and apptoyaL 1� 11. Prof n construction, Ilia rUion, the applicant will tnsta!I a temporary chained link fence at the limits of Rm App104.74F, RlvawaOc SRD CorU.ted #70007670000775519898 Gearing In Uhe vicinity of units 14 to 18. '1'Eoattaebed Special]lxoeptbp fennmmtbpdx>opletrd sea Hid tnmoT9wnL1tdc9o�oa, 7Le aPodat A Design Professionals. Inc. Wo aro pimeed to advboyou thttLs PMerdo6AZoutng t7ommldou thud oaJmury 2S. 2005,a approve 0100�`0nt°keeCtup°°Slwg, r 9 12. Rooldiu�nswllbemodifiedinaccordaneowithlhorcgviementsotttroTownEnglnoer. wi0modigop;ooameabowretereaoeaappltoallonforaripulattaoep(TonaArt[cte4,1.12ud43.1and XI SmI h"Win Sa . CT Road glad a[dmdelia e d for VIPI of ea 18 valt 8001- etideaee development, a be kao,rrr r "R(vdx WaIY' m M"Ok and while traorptreat egyltu of Sheet 3 with tLo sbavo tildt9aadona. toge0tor ,vI& tlraro 6loepriot A� Senn Wintlsdx, CT 06074 13. Accept the offer of a conservation easement based on rrvisions made during the June 16, 1191 sun loomed on the ootmwutaycareer ofSugivza Avcmhoud Puna Red, RR zone. ,�011 slim set ofptsal mivatbefaaated a thla CommyQoaW(fa30dayt a be secapod and dgood. �P 2OD4 meeting. Mitigation area creation aid maintenance of wetland vegetation will be allowed approval of mla Cemmiuea n wall n wit Wit J-Wad da Afrona otar.do i eomml,&mn RE: Appl. #0I - River Walk Senior Residence 00val(lament RR Rural Residential In conservation area, the easement documents shag at eel this. ]. Pdabeommeaeomeatofray,itowddgamoMtogmnsibebeldwtmTdma3faffi mokbetepradnoedonmemyftu, zone Dear Mr. DeMalhe: 14. Alhree•year maintenance plan far the created we0ands shall be established and shalt indud,. 2. No bmn�ain8pemdtwlltbeis,00d iamit the Heal nly4u havebem HiedwtboTbwa Claic4offioa d1°m • 61'm•Wmmldoo, mo7wBlberetamada yoolLe fl}hylia me Ol6ee ofthe prevention of invasive species. ToWa snit Allx HtFaa waep4at, aoopyof floe t00dpt muatbe amiadtbdb moPlasnlag DOputmsoa 3: Thta ,ppHadm !a ,objou a me 000attloa Of,ppmwd of me stead Wo nda AfraDq(Cootavatlm 37aoaoty . At the June 10, 2004 regular meeting, the inland Wetlands A)oncyiConservation Commission 15. The detail Bind design of the created vrettand area to w added to the plans as approved by Cep a bed In floe amomt of s10,0DO for aoa0oa of me Acrtnwatrr,hectran sad approved application #0433P-River Walk Senior Residence [nvretopmenl-1235Sullivan Town Staff. ,^a7mr&Xed a'( a behafdfrthroe yv ,; and Aboad inwosuoat of815.000 a eararo compllr000 i1.1 ./L• l� Ave nuo, Inlantl WotlardlCmsorvatio Commission applicallcnlarlhotbnsUuctonotan1&unit wlm calm rod,rdlmmtembol meatarea. Fzodeaand ndimmtdxabol beads mtwe bo ported pdorb ' :J•,� p.T er/ Senior R Res idence ence Development on 12.2 saes, private drrro stormwaler stnrdures and oorng rFry tfite,rodr, EASEMENTS GRANTOR GRANTEE SANITARY SEWER EASEMENT N/F CORNER MEADOW, LLC N/F JOHN J. MITCHELL RIGHT TO DISCHARGE N/F CORNER MEADOW, LLC N/F JOHN J. MITCHELL CONSERVATION EASEMENT N/F CORNER MEADOW, LLC N/F TOWN OF SOUTH WINDSOR assoeiated im rovoments on P Progenyhisapproval4�ubjecttWcnvenuI'gcndttions; Pierce 16. Revision of !the planting plan to be approved by Tovrr S off and added to the plans. yq WmlmB, CSctaem Road. RR Rural Residential zone. This approval s subject tr me f(.:' :;I ;g conditions; 17. We recommend a bond to the amount of $15,000 be suhmittcd to the Planning &Zoning 4. 1niff;Pquhudprioradwa&0000f Orreatoo£ Ooaupmcypu BeUica 8.1.10 oflbo A,oma; p�n8•dzeabsbamhbaioa ne tit of sand this Hle thereon, 7. Obmiliopdnt copy of the eon. Commission to ensure compliance with the oresron and sediment control measures.Ratuilmlom gglgyP- This must within 65 day t within 65 days of approval prior to al ploy to this Commission. sties must be submitted any construction any wnsWUbn aUtvity on Ina site. Plans subnhiltod a Planning 8 Zoning CcmrNssion 18. We recommend a bond In the amount of E10,000 bo su9miftad to the Planning & Zoning S. AlmdacspohardfameamormlofS1o,0001srequhod and mo tt»wbmltted aH prior Ongofmytos. Enok mo sha'I be considered having met this requirement Commission to ensure creation of the stormwater stnict Ire and created wetlands area. The 6, AB plans used fn 11a Hold by the dlevdoper most ban d,a ,� aamo,lad stamp tlgn&hao Of floe Town of 2. The aPP1101on shall Indemnify and hold harmless the Tr vm of South Windsor against any bond shall be held for three growing seasons to ensure groper establishment Svum Widaor. o4 T� ��� liability, which might rosult from the Proposed operation cruse. Very truly yours, 7. WPCA +plrer't1 A hold iiatmSc,6 agtoemrM sod pemissim a eota•Hxm will mad to be AmOI provided a the Toim a&lbw ibe forma h toydies%,bloe,a,W, meaita SrpadmendeatofPoBolloaCooaW 3. 7ho permit is vagd for five ye:n3 and shall oxPire on Jima 16, 2009. It is the INLAND WETLANDS AGENCY/ , landowner(s)/oppliraII responsibgity to tradtcxPlrarai dales and notify the Commission CONSERVATION COMMISSION 8.'Ihe saes aoohtw(�)tamtbo lridodedmtea tm&7 Of a renewal request at feast 65 days prior to expiration. p]m 4. All approvals required must be obtained and submitted p for to any activity Or, the site. �' /..1li �.C';�`l /a. (,(/.L% 1'�CI7 /C>(v`' ��•h O 9. TIAM0 a)2na1 modlHatHau Included in ma memo dated Docemba 27. 20A Hem Ao Bubat(a, P.B.• 1taffio Hose, mat ba dthaeted to Ow 'lbws Bawreer's aWLctia, prior to iatemoo of any 5. A contact person shall be Identified on the plans. Elizabeth A. Warren. Chairperson Crnmemof000 ewy. 6. Prior to any application of fertilizers or posGmin tldes, a i games plan shall be approved b EW:dr OWNER,/APPLICANT:PEICANT• the Environmental Planner. This plan shag be inciudei cn tho mylars and condominium by laws documentation. cc; Chief Building Official Planning Department CORNER MEADOW, LLC 7. A3 tin "yeasoil test stmas be pre fomhed on the sale to dr (ermine the need for felliers In the River Walk Senior Residence Development 40 WINDY HILL ROAD p �9r. SOUTH WINDSOR, CT 06074 TEL: (860) 282--1751 THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH 2O-300b-20 T ( 860 9 �o� 1 N� �\M� z 9 0 0 0 0 -H M N r NSTALL 4' WIDE CORETE SIDEWALK AS DEPINC CTED; PROVIDE 6' MIN. SNOW SHELF WERE POSSIBLE. LOCATION TO BE FIELD ADJUSTED IN ORDER TO AVOID EXISTING OBSTACLES WITHIN THE RIGHT OF WAY (INCLUDING BUT NOT LIMITED TO UTILITY POLES, LARGE TREES, SIGNAGE, ETC). SIDEWALK TO BE INSTALLED AT EXISTING GRADE, APPROXIMATELY 300't LINEAR FEET OF CONCRETE SIDEWALK INSTALLED BETWEEN SW INTERSECTION OF SULLIVAN AVE, AND PIERCE RD.. TERMINATING AT EXISTING PARKING LOT FOR DESMOND'S POND. OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS SURVEY CONFORMS 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 LLC. No. GRAPHIC SCALE '° 20 40 e . 291 • 8755 0 Fax 860 • 291 • 8757 ����� ������������ ���� 0 civil engineers •planners surveyors ' landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 D D �O� G~� PROPERTY SURVEY RESURVEY PREPARED FOR: RIVER WALK 1235 SULLU AN AV IE UIE SOUTH WINDSOBLp CONNECTICUT KMI IN FEET) 1 inch = 40 ft, MHA DESIGN., KM! DRAWN• RAM CHECKED. CBS RAM c/OB NO.: 1687 DA%E November 2, 200 BY DRAWING NO,: server/jobs/1687/1687-3 SHEET 3, JOHN J. MITCHELL \ \ A 9 i • o EXISTING IRON PIN L _ , \e \\�\`R Po\�oNc\N ■ EXISTING MONUMENT / s O FENCE POST Osc� \ yy` ` ` ��' G/ Nit \ \\ 10 _ 4. O _ n N67`51'23"W w� S 6�•3 ':4• E N6T33'54"W 543.00' , N67•&54'w _ ' _ _F�6950p \ ' '• \ ` OpOSED ' sE 255.28' 252.69' MAP �' � —S 539.41' S42.OQ' MAP \ � , ',.$�rp ` 25 BUFFER \ , _ i _�/5 p lnlc$• V \ ` M n �.— �L%_ \ � � —ice t g V __ _— I \ ' I I � a• y .\ , 5tP911� gg,25/, . 9 �N 92 r g 5 ` �X• 1p5 0\ k� ---r 9-r•— ' — - - - - - - - - 10 S.Y. , , ` , i \\N�`1F� 6x , t F 35y 5 N \ \ \ , <\ \ , \Nv pJt•' S" �X 00�2 ` \ : � p• �� �0 NOTE: PROVIDE MIN. 4' , �G', v •1.� 1 fpt r 'r y\S p59\,. �% \\� �� _ SO , NOWSHELF AN 5 f• 0 � D FILL AT SLOPES fg fp 0' , P� k� `•+' \ \\� 10 - - - - NO GREATER THAN 21. c sTRUCTION ACTIVITY TO E� g • S REMAIN OUTSIDE THE WETLANDS k\N Q�%�/ . N 15 \� I 5� a92y r 3 f i g Q s\ 6 \ \ \ \N\ \ r LIMN'. a0 1 / • ` \ (6"- 91�7A5 i �9.2`:_.i / 4_ / 0\&P� \ \ C '•�� \��. 01 I �� \ I S ,a� 1 . ' / � \N ��t 3D < �Sl•. 9g1�,�0 `fl , r / � \\�V'CNOR2 \ /"` �\�. . gf•AO A,9 �fi91g0_`� s 2 k� ry �I i `1�F ' _ \. `. ...•cl�F^-""",/ a01i • �� E y" \ \, cF: 59A820 , I (S�'•$9�1ft i - ( S e_�� +cct r t �� \ \ o��.0�\. \•li_ ' I 0! '6 P 2 P\Y �\ po01G x2 g0 ` , `�pfi• - }� l \S gv I �(E g p 80 �'9g y0 � \ \ �' U� FF\G Fjf%t' SRO 0 8 Z,3 �" (RP E '4 O I r gX \Oy'SILR PR NEle N 1 » 5 12 •�'� � �- . , \� � � \N in i ' VIA Ap�M� ` ` \NV 12•l: Q tl 8 9 g 40 5 \ \N V \C1 \�99 \ ', \ N "Ins I �S� p0 I Ir PO 1 12 3� i g A.\ \ yg2 ` ' b \. '� 0` 5 6.25 O � \ � , ` gg, 2 � \ � s \•(F: 1st"�• p$ s t , � � . , _ � � , �Ar3 , R• gg•p. 5 , t \N � 10>. 3 s , s tO - � 3 � . r� �pZ\ NP Nd1 OdF � � . gg G8 a P� N 9 5 X• f,. / i Dp�� � w , , G •(• , V �C'»0 'Ig'1' s ` 9 hp s S 6,02 �• 90 � p'\F%• 5 pN I �_ , . �di \ g9• �Sl' y_ 0 p # - s `. Vet . \ `" . 9� 9g250 \ \ w` \\N`I 0\,R•,�r'cOCi \ �N 25— ! , $v8 `\ ,` ',g19 9N p , \\ r ` R9 00 00 II \ V , to \ e00\'� X \ \ \-I1 :`lk� , ` ` , f• t b� 5">';5, ,g6•» 50 ; Ox Q` _ PTO 8i & 1��91 ago \\ z �1�, bnR 96 5 k 12.Ri V' INSTALL S DEPICTEREP�QVIDE 6 MIN. SNOW ELF WHERESi�OS$1 \ T jb-y0 ,. x s` v \N ORDER TO AVOID EXISTING �•+` �5 � •% � •1t15» •91• .g ' � \�� � � `LOCATION TO pE FIELD A@8t1S {N ej. <�' ' 8 Ft F�M4l,�' •� k \ �ii // gx 1,0, 3 OBSTACLES WITWIN THE RI T F C \ , k TO UTILITY POLES, ARGE TREES, N e 8• 0 WAY (INCLUDING BUS NOT UMITEI3� N ,10y. _ I `15 \ �p� , - _ ` g g� 1 SIGNA'GE, ETC). SIDEWALK TO BE P EXISTING,. GRA �rC.��S �1 OO�i p� dtl " P�t � ' \3 Gp O r.. � � . \ , , Gr�098Z.. e :,� \N cg6 ly , \ � \ OR 55' O S4 • R "' ` \ fF 8 25 1+QO p1 0� J �i�` \i `� 1 ` q � - - J J - \ 5» \N 5p _ I S rl \ _ 4 ` APP'NSTROXIMATELY 300'f LINS FEET 7� 1 \ _ - WAWR MAI -_ ` OF CCi•i.^.RETE SIDEWALK �ntSTAL LFD \�1 FCd�D \ ` \ ' • •, / / 1y� ` \ \ `� 8 \5 \ wF 1 O k ` a p �. !' EN SW IN 7// j SULLIVAN AVE L) ND TERSEPIERCE D.,\ ` TERMINATING Al EXISTING PARKING ` ug�t f,0 k\5�1 p `; g.j y �t S 0 Lot FOR DESMOND'S, POND. t \psf yp / �Z5 14 �0 9 y»�.gg���� ...` \.... r N1 \ E��1 c? °5� �a �.9 5•� �'�21• `� "' S7 '12'41 PROPOSED I ` .'• - _ - r I � r dl1 » \N 6 12 STOP SILK. & \ Nd�15 , #6 \N ` ?P 8g� 1 5 12" STOP BAR \ i ` \ PR �� \ , , ; ' , •• 1 I\ : \ ` \ \ 1A \, : \ � ` i \. �Rl NVl1g"i g 2 STREET SIGN \ \ ' I \ \ \ / \ . / aaI , ' ' »' •�_� <to% r . / ` . \ ', \ .0 I I \ % \ \4" P\\.� / / Q`II\ g' '�, • • ,\ �P•5 , / •1 r �•• c.-\ cc, a 5 . -- v t ! . � ! \ PRE' o <�� O�j/ R'P,R� �3g •• ^ '(E��\ON �l \� ••' #�2�` / \ � � �, / ' 'cP \`\ �'Oux / 12. `� 0 •� PROP P�i Oso N RM••74.95 -- •cp +6p so k ! POD �]y ]��ra� ,rji�A �[ M.Li� \ �X\c��. , MOG ,• ^'•' 1f�t°»\Nl�(�'iZ ,• -1 \ ,-- — a _ �— 1 of S. r- \ ugh3 f3�5y '► !�� — 25 SUFFER 7 _ \ 74 359.48' (359.82' MAP) _ \ ±35.92' (436.05' MAP) / _...�56T40'48"E /7 7 I \P \ _ o.32 ; _ 29 S67'36'20"E \P NOTES: 1. ALL MONUMENTA11ON FOUND OR SET IS DEPICTED HEREON. 2. PROPERTY IS ZONED RR AND A-20. 3. EXISTING HOUSE IS NON -CONFORMING TO FRONT YARD SETBACK. 4. CURVE IS NOT TANGENT AT EITHER TERMINUS. 5. INLAND WETLANDS DELINEATED IN THE FIELD BY JOHN IANNI, REGISTERED SOIL SCIENTIST AND FIELD SURVEYED MARCH 2O03 BY DESIGN PROFESSIONALS, INC. C c nnnnncn i m c00 OTUcnIARSE Onr c/HCcn .oVnwAIGVwc1 , -V. 7. ROOF LEADERS TO BE DISCHARGED ON SPLASH PADS. MAP REFERENCES: 1. BOUNDARY SURVEY OF ALLEN & KATHERINE D. BOURN PIERCE ROAD & SULLIVEN AVENUE SOUTH WINDSOR, CT. 2. TOWN OF SOUTH WINDSOR MAP SHOWING EASEMENT ACQUIRED FROM ALLEN BOURN, ET. AL BY THE STATE OF CONNECITCUT ROUTE 194 SCALE 1"=40', MAY 1977 TOWN 132 PROJECT NO. 132-83 SERIAL #1 SHEET 1 OF 1 SOUTH WINDSOR MAP #1208A. 3. BOUNDARY SURVEY PREPARED FOR TOWN OF SOUTH WINDSOR SULLIVAN AVENUE & WEST ROAD, SOUTH WINDSOR, CONNECTICUT SCALE 1"=100' DATE 2-12-00, REV. TO 6-2�_ -00 TO TORBELL, HEINTZ & ASSOCIATES, INC. on 11 X 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS 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 3 4-26-05 FINAL; APPROVAL CONDITIONS; RAISE 2' BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 4/8/05 PER TOWN COMMENTS 3. THIS PLAN 1S INVALID UNLESS IT BEARS THE 1 12-09-04 PER TOWN COMMENTS IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIP77ON 1/2": 1' 1/4": 1' TYPICAL BACK 3�8".1' 3/8"• 1' (TYP.) (TYP.) WALK = CL + .28 * 4„ 3Ivvvv CONC. SHELF WALK I BIT. (4$ CURB MIN.) ROADWAY TYPICAL X-SECTION (N.T.S.) * NOTE: SNOWSHELF SLOPE VARIES AT HANDICAP UNITS (2, 4, 6 & 15) TO ACCOMODATE SIDEWALKS TO UNITS (S=5.0% MAX.). 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 SURVEYOR, INC. AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. KMI TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. MHA RAM 12882 BY RICHARD P. MARTEL LIC. No. OWNER /APPLICANT - CORNER MEADOW, LLC 40 WINDY HILL ROAD SOUTH WINDSOR, CT 06074 TEL.: (860) 282-1751 0 Tel. 860.291 • 8755 ® Fax 860.291.8757 GRAPHIC SCALE ? esi 8MONG 81 �� FILM 10 0 20 40 80 Cr fesslonals, Inc. ( IN FEET) ® civil engineers • planners surveyors DESIGN. KM/ DRAWN.• RAM CHECKED: G8S 1 inch = 40 ft. ■ landscape architects • gis gps JOB NO.: 1687 DATE.• November 2, 206 165 South Satellite Road, South Windsor, Connecticut 06074 ORAGYING NO.: server/jobs/1687/1687-4 PROPERTY SURVEY RESURVEY PREPARED FOR: RIVER WALK 1235 GU LILRVAN AVENUE EISUE SOUTH H WE DSORy COM0C !L IC lV it SHEET PROPOSED GRAVEL ACCESS DRIVE FOR MAINTENANCE ACCESS TO DETENTION BASIN OUTLET (10' WIDE) 14' DIA. (SEE DETAIL) EMERGENCY OVERFLOW SPILLWAY •••-......._ . MODIFIED RIP -RAP OVER 6' .,�• \ C12" GRAVEL BASE EL:74.45 PROP. PATH � (TO BE MOWED) PROP. DETEN11ON BASIN 15' CONC. FE CSy! FL:71.4 15" CONC. FE FL• 71.25 ,. ' •--. ,. co 73.95 30 (6"IN): 71.4 ..... RCP O O.S:t FL(12'OUT):72.40 �•• ;. • \-ENERGY DISSIPATOR •. SEE DETAIL SHT 9 OWNER/APPLICANT: CORNER MEADOW, LLC 40 WINDY MILL ROAD SOUTH WINDSOR, CT 06074 1 EL: 860) 282- 1 i a 1 z 104 1n� 100 98 96 92 90 88 86 84 82 80 78 76 74 72 C 6 ,! 1794 S.F. UNIT (S):82.0 FR 89.42 GAR: 88.00 BSMT: 80.75 1 17� 1790 S.F. UNIT (S):81.80 1 :8) 1794 S.F. UNIT (S): 82.25 (F):79.17 PCB9 STA:7+25 (12'-R) TF: 87.10 PUMP (TYP.v `W PCB10 STA:7+2 TF- 87.10 0 PCB12 TF:85.80 INV(15"): 78.30 / (S 78.50 I ( :81.42 1794 S.F. UNIT FF: 90.92 BSMT: $2.25 YD3 7: 92.30 INV:89.00�`�_ PCB8 STA:5 TF: 91, TF. 91 INV " CB 87 I IN g71 V(6' IN): YD4 TF:86.00 (F): 8D.12 INV. 83.00 (S): 81.90 1399 S.F. UNIT 12 �' FF: 89.62 GAR: 88.20 13 1Z7S.F. UNIT S S.80.70 PCB11 - STA:8+59 (12'-L TF:85.80 INV(15"):78.50(OUT) INV(CB10): 80.98 INV.. (CB4): 81.35 \ X nNc»47o na 87.57 13rSF. UNIT S): 89.25 FF. 97.07 GAR: 95.65 BSMT:88.40 1IM S.R UNIT (S): 89.40 (S): 89.40 1399 S.F: UNIT 10 FF. 99.42 GAR: 98.00 BSMT T: 90.75 1399 S.F. UMT 11 (S):89.40 (F): 89.92 1720 S.F. UMT FF. 96.42 GAR: 95.00 0 SX, N R j� 1910 SR UNIT 1 ` OA PC 1 IN STA 4+E(l-R• 0 P102 LF 12" PVC O S-0.98>: Y�t 90 L N 12" p ty�0 S,��SpXrw UNIT S- 3 P N-3 1810 S.F. 1704 SF IIMT • (F):87.35 (S): 88.90 FF: 97.92 GAR: 96.50 YD2 TF:93,25 INV:90.50 YD1 TF: 94.50 INV.91.50 18�Mi J 1399 S.F. UNIT / 10 1 3+59 (12'-L FF- 99.42 5.80 GAR: 98.00 5'):78.50(OUT) BSMT 90.75 1310).80.98 1392 S.F. UNIT CB4):81.35 79.25 11 (S):89.40 (F):89.92 m IN n STA: 2+15(12'-L) }(� \ TF:93.25 TF.9 INV(15"):86.10 IN 15' IN CB2):89.45 J// PC63A STA:2+15 (20.3'-R) TF:92.85 INV(15"): 86.25 INV(6"):87.00 (S): 88.90 FF' 98.72 GAR: 97.30 19M S.F. UNIT (F):89.22 (S): 88.90 YD1 TF:94.50 IN V.9T.5O 1794 S.F. UNIT + (F):87.35 (S): 88.90 FF: 97.92 GAR: 96.50 7 C 1910 S.F. UNIT (S): 88.0 YD5 TF:95.0 TF. 98.65 INV(15-):91.50 _ "}:81.75 STA:0+50 TF.101.78 • 86.15 ran,n-� STA:1+25(12'-L) STA:1+75 (25'-R) TF:98.65 FL 87.00 INV(15"):91.25 pRp1� S S OF O f0 J?� S/41 T ".Iv & Sppp FD AR S EfT SIGN * NOTE: FOUNDATION DRAIN INVERT AT UNIT F /7 1 n1A1FR THAN TYPICAL TO PROVIDE ADEQUATE CLEARANCE AT SANITARY SEWER CROSSING. HIGH POINT ELEV - 96.91 HIGH POINT STA - 3+64.69 LOW POINT ELEV - 93.12 LOW POINT STA - 2+33.63 PVI STA - 2+28.90 PM ELEV - 97-82 A.D. - 9.1 K-3.3 1 30.v VC ?� 1a 1� 'd � XIST. MHAI O TF:1�15.Sl8 \ \, t r\' `1 z \� PE *N A"M \ \ TRAFFIC POLE \\ NOTE: LOCATION OF OFF -SITE \�+\ SIDEWALKS AND HANDICAP RAMPS \. REQUIRED PER PLANNING AND i\ ZONING COMMISSION APPROVAL AND DIRECTED BY TOWN OF SOUTH WiNDSOR ENGINEERING DEPARTMENT. \� \ ' 444 \ oX V Min,Esq4k q 1oEco \''\ ON �O Qf<F- p� 1 \ OAy%LADES 1YQ f��0 q0 2,z, 6' / NV, , V UO/NC. /N STjVC ,USTF�GE EX. SM i i� AAp7 <�o fTC) 4fsetq NpRlCHT OF IN TF=1 RD. 9F 0, C, 47� FkSSTFWq�k 7 FS 0 INV= 5 SU<�fN RfTF Y 300 NC CR Tp 6F .p ?FR I41V Sly SlpPiy G/�V �f (OTAND F RA F M TT F�SP CF OP QI T , lI yu S ApNO pARk/�'G HIGH POINT ELEV - 101.78 HIGH POINT STA - 0+49.50 PVI STA - 0+74.50 PVI ELEV - 102.08 A.D. - -7.0 1 K - 10.0 1 70.0' VC --�- _ A D. - 200.1 -10.0 20.0 VC - n N a In t v, z>S - N - t o � - - ---LOW-P-O T ELFV - a) � Obi Ki LOW POINT STA = 8+59.38 ibi w N - m m PM ELEV - 85.519 UNITS 10-11 FF.9 .42 UNITS v ' - - K = 18.7 5 FF.'98.72 - - --150.0' VC �t1 -m- - - - U ITS 8-9 : 97.07- - - mo UNITS 1 2 FF:96.42 - - - - \ - n � - \ to - - -- ---- z \ m m PCB5-PCB _ - � � ADS N - - w \ - -UNITS-14- -15--F-F:90.9 g 6" VC - - - ro O/w %� 12 S-3.47% A\ PR ERTY) �0 8" PVC 20F: PROPO W UNITS 16-1_ FF_89_4. - - o 720�ti g8 PVC S-0.7 LPVC"-- - - - 55 LF 8" lvrvv �Tvv REVISIONS 3 4-26-05 FINAL-APP. CONDITIONS; RAISE 2' KMI 2 4/8/05 PER TOWN COMMENTS MHA 1 12-09-04 PER TOWN COMMENTS RAM NO. DATE DESCRIPTION BY yruv oTav OtUV /T7V /7VV vrav OtVv btSU GRAPHIC SCALE 40 0 20 40 so ( IN FEET ) 1 inch = 40 it. O+UU 4+OU 4+00 3+50 3+00 2+50 2+00 Tel. 860.291 • 8755 ����©��� � Fax 860.291.8757 D � D eSlgrt . WILDLIFE TRAIL rof esstonats, ine■ DESIGN: KMlI DRAWN.• RAM CHECKED.- GBS vcivil engineers • planners • surveyors landscape architects gis • gps JOB NO.: 1687 DATE. November 2, 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: server/jobs/1687/1687-5 104 102 100 98 96 94 92 90 88 86 84 82 ap 78 76 74 72 VA2W BrZV 70.00 1+50 1+00 0+50 0+00 PREPARED FOR: SHEET RIVER WALK 1235 SU1LdlShci V AN AVENUE SOUTH WlilyA SOR., VO NIECTRICts!T i LEGEND �- EXISTING IRON PIN +� EXISTING MONUMENT / i \ \ FENCE POST LIMIT OF REGULATED WETLANDS ---•—•— LIMIT OF 80' REGULATED UPLAND REVIEW AREA �� �}F bo �, • .� ... SILT FENCE `g9>o Al 1 i TEMP. SEDIMENT BASIN wF \ i � (SEE DETAIL) N �Fo9N 5�. �- / ♦ \\ `\ A ■ildnz�lic^I�L?nci TEMP. CHAINLINK FENCING O 6N551 �I �F �yF\ 1 �, f ,p/ ♦ \ � � Soo 10 �z ♦ v _.._� _-- O - - -- �-•� - _ `NF �62 \`` '\` ��� \` (\ \\\� \\� F.`.r - \Sx93o�`N\`O � \^ � '� ` �kA `\� \ \ \ \\ `, \�S \\ fit\, —-- TEMIt P 0 \ - - - - - -- - -- - - -- - - - --- - - - - - — • -� - - - 1� �1a \ - — - - - — — - _ - '! ,} I / '' of �0 oI�< uN\ , � 1 l\ \ \ \ \ \ \ � \� P OR S LT is It 1 `i ` � _ +, 5P ,PN F JpR .t\�G�� Q � � r O\.\�•R0� � r 1 ' r � �\ \\ \\ \, `� \ � + , NIF + G\L' R\GIN fPN, tJ\•('G 1 / \ .\ t Vr I \ / Q�1 O\O i / S• L Dc Co ` , � g f % \ reo\\� PppPs NN \, k i \ pCPj\p NPNr\N�C' (i0� P� Z , 6.02 , \ PkP PPP V (N 6N \ OE 5 Q PRNM OE O PROPOSED CONSERVATION EASEMENT. + ` O � F MAINTENANCE OF WETLAND VEGETATION ALLOWED. �F 1N` ' / ` - - - ` F•VN, ` os I \ P��� '� �P ° �` �� �D •% C� OSED ANTI-TRACK,t✓� _ AD _• _ __ � � � \ \ \ PR \Jti0�EO G�RPP\J• SFN.NPP` \� gPs` ,f � p�o�aPtE�op,yp t�o ,oti�,p.N\N� 4 eo $Z � \ \ ♦ � �\�. \ �N,t \ `� \ ` ` �'s(L=50' MN-iAosP O STONE O,V. ER ..� `. ILTER FABRIC t \ 'c� 40 -f• • ' � / � �Z� � \ � . �.5\ �+• k ' . � \BUFF � � ° ` \ � \ \ ` 1 MIT + , �F ♦ , q /� 10 70 _,;gyp _ ` ` � `9�0 9F• \ , , \ ` — — ` — ,— / / } a\ Q j I ! \ \ `ROP• O <gE O � �� i • • 'Dot, • �_ k �� �O \ \ \ 'r. ` �i�� \ � + f RE�\ \V I� �j\Q\ `�\ � � - .. � `,CC ` � � I I 1 \. ,\ �P2 � :' • PROP. �� 25.'\i .....;4.95, \IdF #2 �� � ,, O , � •'' � `\ ; \� \ `' ��\\ `v• �9� 96� � \\ i \ ` � � �/.,�h • Sao .•'' Top. "�`_ � o �o + y / � \ ��' ` � \ A (SEEDETAIMPOSE , Y RI .` \ , \ Q � I j/,•'• • , .� � � '' / PROPOSED CONSERVATION ` � � ` \ �1 J�J l EASEMENT. INTENAF IvtANCE Of WETLAND `� S i \ ` \g(• \ 1Ap� • / ` PROPOSED WE BO VEGETATION ALLOWED. OM ` - j + N I 0 F Ng• �q' � (GROUNDWA 1 / — - — — — - _ I" � • J -- - v � � SET�AS` NAL -OF SITE � � _ � � — •• \ '•' L ATIO S A HIG AS —.. _ �••�.-" 1 BE _W G ADE) — O !- ' � � � � � TP #5 .� ..._..._...• •/ , � DEPTH DESCRIPTION DEPTH DESCRIPTION 1 - TOPSOIL, DK BROWN VERY SILTY 0 4" TOPSOIL/FILL 8'-6' GRAY CLAY ' 4"-6GRAY FINE SILTY ND DEPTH TO LEDGE: N/A -------- - -- ----- - - - -- ` - { q�� �` =4- - - - (25 .0 E SE ,EN ' \ 6'-L7 BROWN CLAY —• \ -- - - - '- \ . � - - - \ - - - ` \ � 9 NOTES: / \ / F +� wF w \ DEPTH TO WATER: N/A DEPTH TO LEDGE: N/A \ `I{ DEPTH TO MOTTLING: N/A DEPTH TO WATER: SEEPAGE AT 6' \ , 1. INLAND WETLANDS DELINEATED IN THE FlEL^ BY JOHN IANNI, REGISTERED SOIL TP #2 DEPTH TO MOTTLING: 14" �, ' ` SCIENTIST AND FIELD SURVEYED MARCH 2O03 BY DESIGN PROFESSIONALS, INC. Ek "'00 DEPTH DESCRIPTION TP #6 pAlM 0-2" TOPSOIL, VERY SILTY CRUMBLY BROWN 2. AN ANNUAL SOIL TEST SHALL BE PERFORMED ON THE SITE TO DETERMINE THE NEED FOR FERTILIZERS IN THE PLANTING 2"-6" TAN SILTY LOAM (CLAYEY) DEPTH DESCRIPTION YEAR. NOTE: TE : SEE SHEET 8 FOR DETAILED 6"-20" GRAY CLAYEY LOAM AND CRUMBLES 0-8" TOPSOIL N �F PM PN ` \ ` " 8"-20" TAN CLAYEY LOAM 3. THE CONDOMINIUM ASSOCIATION SHALL PROVIDE A COPY OF THE ANNUAL CHEMICAL APPLICATION REPORTS) TO THE � 20 -6.5 GRAY CLAY 20"-7' CLAY TOWN. REPORTS SHALL INDICATE WHEN THE RECOMMENDATIONS FOR TURF MANAGEMENT PLAN WILL BE IMPLEMENTED. \��� PM � PN, PN SEQUENCE 0 F C 0 N S TR U C TI 0 N TEMP 0 R A R Y DEPTH TO LEDGE: N/A STOCKPILE / DEPTH TO WATER: N/A DEPTH TO LEDGE: N/A 4. WETLANDS THAT ARE DISTURBED DURING CONSTRUCTION ARE TO BE ROTO-liL1ED AND REPLANTED. NP TOPSOIL S TO C DEPTH TO WATER: PRESENT AT BOTTOM 7' K P I L E LOCATIONS. DEPTH TO MOTTLING: 20" NO SEEPAGE DETECTED 5. PRIOR TO CONSTRUCTION, A TEMPORARY CHAINLfNK FENCE IS TO 8E INSTALLED AT THE LIMITS OF CLEARING IN THE PRE DEPTH TO MOTTLING: N/A VICINITY OF UNITS 14 THROUGH 18, AS DEPICTED ON THE PLAN. M TP #3 SOILS EoB - MODERATELY WELL DRAINED ELMWOOD FINE SANDY LOAM BxB - MODERATELY WELL DRAINED BUXTON SILT LOAM ScA - POORLY DRAINED BIDDLEFORD SILT LOAM 13fA - VERY POORLY DRAINED BIDDLEFORD SILT LOAM NOTE: SOIL NOTED FROM SOIL SURVEY, HARTFORD COUNTY BY USDA SOIL CONSERVATION SERVICE, SERIES 1958, NO. 14 ISSUED FEBRUARY 1962 ARE APPROXIMATE. AETAIL DEPTH DESCRIPTION 0-6' 6" RISER WRAP GRATING ALL CLAY GRAY MEADOW ON CLAY (SLOTTED PIPE) FILTER FABRIC TO BE WRAPPED WITH 2 ` DEPTH TO LEDGE: N/A LAYERS OF MIRAFI FABRIC DEPTH TO WATER: N/A SECURED WITH A LAYER OF DEPTH TO MOTTLING: N/A HARDWARE CLOTH OR CB OWNER fAPPLICANT- TP #4 SIMILAR MESH / CORNER MEADOW, LLC DEPTH DESCRIPTION 40 WINDY HILL ROAD 0-6" TOPSOIL TEMP. SEDIMENT BASIN SOUTH WINDSOR, CT 06074 TEL: (860) 282-1751 6"-4' TAN MOTTLED SILTY MEDIUM SAND ` 4'-4.5' SEEPAGE AT VARVED CLAY 4.5'-8' 3/g" PEA STONE GRAY CLAY AROUND PIPE � DEPTH 70 LEDGE: N/A D SEDIMENT BASIN ` DEPTH TO WATER: SEEPAGE AT 4-4.5' DJACENT TO CATCH BASIN ` DEPTH TO MOTTLING3' N TS �" 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY :.5 REVISIONS ` n u If AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD Tel. 860.29 T 8755 THIS FLAN IS FCR SEDIMENTATION AND GRAPHIC SCALE ° Fax 860.291.8757 � �A i1 tiN>yll�! � t�111� PREPARED FOR: SHEET BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 4-26-05 FINAL KMI EROSION CONTROL ONLY, AND IS NOT TO 20 �° 80&rOff eSign BY A LICENSED LAND SURVEYOR PRIOR TO �SS�O� . .RIVER WALK C3.ONSTRUCTION. 2 4/8/05 PER TOWM COMMENTS MHA E USED FOR UTILITIES CONSTRUCTION. IN ■ - alS' Inc' DES IMPRESSION THIS PLAN IS INVALID UNLESS IT BEARS THE t 12-09-04 PER TOWN COMMENTS RAM O „ civil engineers planner •surveyors DESIGN. DRAW ..•RAM CHECKED.- G8S �� � �� IMPRESSION SEAL AND ORIGINAL SIGNATURE 1 inch = 40 & 0 g P ��'��� �Ry1�1\Yj7 q}� OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY 1111�1andscape architects • gis gps JOB NO.: 1687 DATE. November 2, 200 �Y IE �JE 165 South Satellite Road, South Windsor, Connecticut 06074 ORAW/NG NO.: server bbs 1687 1687-8 SOUTH WUNDS®R, C® IECT U CUT C C, ik, A TYPICAL STAPLES NO. 8 GAUGE WIRE ANGLE POSTS 1. SET POSTS AND 2. STAPLE THE SILT 5• UPSLOPE EXCAVATE A M PO TRENCH FENCING H THE r ^ �� FOR STABIUTY POST UPSLOPE FROM POSTS, SILT END OF THE POST AND SELF- FFNCI..N.G CLEANING. 95• L 12" MIN. I CURB t _- 140 - I PARKING LOT 3. ATTACH FILTER FABRIC TO 4. BACKFILL THE FILTER THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT FABRIC IT INTO THE TRENCH THE EXCAVATED SOIL {1 11rcrc�yyyyyy**```` BACKFILL COMPACTED-\ l�ft[4l CONSTRUCTION OF SYNTHETIC FILTER BARRIER 12' 12' NOT TO SCALE I POINT OF -• -- -- I APPLICATION 3/8' t V OF GRADE 3/8 J w 6' PROCESSED TRAPROCK BASE w NOUS CONCRETE CLASS 2 17RFACE SRSE (COMPACTED) AND (COMPACTED)MEET GRADATION 1NOUS 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. GRADATION OF M2.06 GRADING BEET TYPICAL ROADWAY SECTION REVISED: NOT TO SCALE EXCAVATED TRENCH WIDTH NATURAL CLAY ,.-- . q q• ' 1 4'-0" (MAX.) (TO OUTER MANHOLE WALL) V-6" 2' MIN. FU L TRENCH OTH(FROM PIPE JOINT) PLAN VIEW NATURAL CLAY DRAINAGE STOPS NOT TO SCALE PIPE DIAM. A 8 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' V 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' V 6' 22 36" 22' 16' 3-1/2' 2' 2' -1/2' 3-1/2' 7' 33 ENERGY DISSIPATOR DETAIL NOT TO SCALE z - x II II 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. BURY TOP END OF THE RLANKFT OR ANCHOR PER MANFACTURERS REQUIREMENTS. OVERLAP BLANKET STRIPS. INSTALL STAPLES OR OTHER ANCHORING DEVICES PER MANUFACTURERS REQUIREMENTS INSTALL STAPLES OR OTHER ANCHORING DEVICES ALONG OUTSIDE EDGE PER MANUFACTURERS REQUIREMENTS REVERSE BENCH (WHERE REQUIRED) 7INSTALL STALL BLANKET IN GOOD CONTACT WITH GROUND ON ALL SLOPES 3:1 OR GREATER OR AS SHOWN ON PLAN TOE OF SLOPE TYPICAL CROSS-SECTION OF SIDESLOPE WITH EROSION CONTROL BLANKET (FOR SLOPES > 3:1 (DET. BASIN ONLY)] NOT TO SCALE BITUMINOUS CURB NOT TO SCALE \--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 CROSS COUNTRY LINE AT EACH END OF THE WETLANDS CROSSING AND AT 100•INTERVALS BETWEEN. SECTION X-X 18" INTERMEDIATE RIP RAP PIPE OF EXCAVATED TRENCH FILTER FABRIC (MIRAFI 14ON O.A.E.) 6' GRAVEL 3" C T. CURB vnorcc TOOLED JOINTS WITH IZ 1/4" RADIUS TOOL �:1'/2�PREFORMED EXPANSION JOINT MTL TYPICAL SIDEWALK PLAN NOT TO SCAB ALL MATERIALS ARE TO MEET CONN. D.O.T. SPECIFICATIONS FORM 814A AS AMENDED WIDTH VARIES SIDEWALK BITUMINOUS CURB LINE BITUMINOUS CURBING EXPANSION JOINT AT BACK OF CURB AND AT SIDEWALK LINE EXPANSION JOINT AT BACK OF CURB AND AT SIDEWALK LINE. SLOPE NOT TO EXCEED 1: 12 GRASS I ..I tvtnv. 3'-4" MAX MONOLITHIC CONCRETE CURBING B.O.W. T.O.C. —� `- BIT. CURB (TYP.) (BOTH SIDES) 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. CONCRETE SIDEWALK HANDICAP RAMP NOT TO SCALE I VARIES 4'- 0" 6" 6" MEET TOP OF CURB, OR EDGE OF 1 4" R PAVEMENT IF NO CURB EXISTS 1/2": 1' 1/4": 1' BIT. CURB G G 4 G Q'Q ^d a4 q n4 4 •Q G !„ i, d a_ 6" TOPSOIL & SEED 6" TOPSOIL 5" CONC. SIDEWALK (3500 PSI CONCRETE) INSTALL PER & SEED PER CT DOT 9.21 AND TOWN OF SOUTH WINDSOR DESIGN STANDARDS/ 8" CONC. SIDEWALK WITH WIRE REINFORCING WHERE IT CROSSES ANY DRIVEWAYS, ACCORDING TO TOWN STANDARD. 8" PROCESSED STONE OR BANK RUN GRAVEL CT DOT M2.06 GRADATION "B" OR M5.01.1 TYPICAL SIDEYArALK SECTION NOT TO SCALE 6" TOPSOIL AND SEED{{ { .p..�.'.�.'.�0�.'.'.O.'.'.'.'.'.'.'.�.'.�.'O.'.;.:.�.....:.p;.:.:.;.:.'.'.Q ..'.' FILTER FABRIC o'A.......•.'.•.0.a.....ci...... Q.'.'.'.'0 • ------MIRAFI 140S OR EQUAL (IF REQUIRED - SEE PLANS) WIDTH OF GRAVEL DRIVE TO BE 8" ROLLED GRAVEL AS SPECIFIED ON PLANS. GRAVEL DRIVE DETAIL NOT TO SCALE DIMENSIONS FOR REINFORCED CONCRETE CULVERT END FLARE REINFORCEMENT ONE LAYER ONLY IN CENTER OF MAIL DIA. A B C D E F R, R2 LONGITUDAREINA S 1RANSSYYMSE STEEL SOJN.PER FOOT SOJN.PER FOOT 18' 9" V 3' V-10" 6'-1" 3'-0" 2'--5" V-3 1/2 1'-0" 0.060 0.060 V-11' V-2' 6'-1" W-6" 7-71/2• V-4" V-1" 0.066 0.066 24" 9 1 V-7 1�2` 2'-6" 8•-1 1/2' 4'-0" 2•-9 3/i6'1'-4 t3/tts' 1'-2" 0.72 0.072 30' O2" 1'-0' 4'-6 V-7 3/4" W-1 3/4 5'-0" 3'•-," V-6 1/2' 1'-3" 0.084 0.084 36" 1'-3" 5'-3" 2'-10 3/4" 8'-1 3/4 6'-0" -tt ttIts 2'-5/i6" V-8' 0.096 6.096 42" 1'-9' 5' -3" 2•-11' 8'-2' 6'-6" 4'-5 7/8 2'-3 1/2" V-10' 0.108 0.108 48" 2'-0" 6'-W 2-2" 8'-2" r-0" 4-6 1/2" '-4 1/2" V-10` 0.120 0.120 54' 2'-3" V-5" V-11' 8'-4- 7'-6" W-5 1/2" '-9 t 8" 2'-0- 0,132 0.132 60' 2'-6" 5•-0' V-3" 8'-r 8'-V W-'1/2" V-11/16' 2'-0" 0A44 0.144 IV 15" 4' 6' 2'-0" 0-r 4'-3/8- 6'-3/8' 2'•-0" P-7115/16 '-5/16" 101/4" 9` 0.048 0.048 3'-10" 6'-1" 2' -6" 2 1'-1/2" it" 0.054 0.054 1/2' SMOOTH STEEL BARS 4'X8' ❑PENINGS SPOT WELD @ EACH J❑INT 5/16' 4'-6 3/8'- 0'-8 13/16' I— 3'-1 3/4' — FRONT TOP Type "C-L" top and 0'-8 13/16' 10 STANDARD PRECAST CONCRETE UNIT---- 6' INLET MATCH EXSISTING 12. OUTLET PIPE MODIFIED RIP RAP PAD - Class "A" Concrete t'-o• 3'-0_ -o' 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 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. OUTLET MUST HAVE GALVANIZED FRAMES, GRATES & TRASH RACK. DETENTION 3ASIN OUTLET N.T.S. TAIL 'A' FOR USE WITH COR- GATED METAL PIPE 54" OR RGER. I :ND VIEW -ONCRETE CUTOFF WALL ORPRECASTCATCH BASIN SUMP, ANCHORED TO CULVERT END REVISIONS v Tel. 860.291.8755 Fax 860.291 • 8757 esign &rofessionals inc, DEU ^ E,US 3 4-26-05 FINAL KMI 2 4— 8— 05 PER TOWN COMMENTS M H A DESIG : KMl DRAWN.• RAM CHECKED: GBS 1 12-09-041 PER TOWN COMMENTS RAM civil engineers •planners surveyors landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 ✓OB NO.• 1687 IDATE- 11-02-04 NO. DATE DESCRIPTION BY DRAWING NO.: JOBS1168711687—DETAILS WRAP GRATE WITH FILTER FABRIC-7 CB TEMP. SEDIMENT ASIN DETAIL SEDIMENT BASIN ADJACENT TO CATCH BASIN NOT TO SCALE OWNER,/APPLICANT: CORNER MEADOW, LLC 40 WINDY HILL ROAD SOUTH WINDSOR, CT 06074 TEL: (860) 282-1751 PREPARED FOR: RIVER WALK 1235 SULLIVAN AVENUE SOUTH WUNDSO E, tCONM CTR CUT SHEET Z/ ne i l -l•ACT f0/AI lJ vn.�, inv,� HANDLE 1 j r-4 I- B -4 N ---•I h-- 6.5" /:1•II11�1•�i� � YI L I. / E •,�ii ■ r • A am I�1n' ■r• .r, CATCH BASIN TRAP not to S°DIf4 FOR CB7 ONLY PROPOSED GRADE �--- PAVEMENT SECTION OR LANDSCAPING (SEE PLANS) iN APPROVED GRANULAR NON -ORGANIC 6' MTin. 0. 1.+ 2' BACKFILL PLACED AND t COMPACTED IN 12' LAYERS (OR AS OTHERWISE APPROVED) NO STONE LARGER THAN 3" WARNING TAPE PER CONN. DEPTH 0 INVERT -_ GENERAL STATUTE 16-345. -� VARIES E PROFILES AS AMENDED, PLACED 12 (MIN.) 1 " TO 24" (MAX.) ABOVE THE TOP OF THE PIPE. SAND BEDDING PLACED AND COMPACTED IN 6• LAYERS &12"l NO STONE LARGER THAN 1-1/2% MATERIAL SHALL MEET D.O.T. M2.05 6 1/F � EDDING ON SUITABLE NATIVE MATERIALOR CRUSHED STONEBEDDING MATERIAL VIN 1/F/4• ROCK EXCAVATION OR IN UNSUITABLE MATERIAL AS DIRECTED BY THE ENGINEER. MATERIAL SHALL MEET D.O.T. M.02.1 FOR 3/4" STONE. BACKFILL TO SPRINGLINE OF PIPE WITH 3/4" STONE WHEN USING POLYTHYLENE OR CPP PIPE GENERAL NOTES: 1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOU &H WINDSOR STANDARDS STORM DRAIN D TRENCHDETAIL PROPOSED CATCH BASINS ARE TO HAVE 4 FT. SUMPS. NOT TO S 2. ALLALE 3. ALL PROPOSED DRIVEWAYS SHALL HAVE A 1" UP. 4. CONTRACTOR SHALL OBTAIN ALL REQUIRED 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 NOT`'D OR SPECIFIED, ALL ROADWAY AND STORM DRAINAGE CONSTRUCTION SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE TOWN OF SOUTH WINDSOR PUBLIC IMPROVEMENT SPECIFICATIONS AND THE STATE OF CONNECTICUT "STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, AND INCIDENTAL CONSTRUCTION, FORM 814" OR MOST CURRENT ISSUE. PERTINENT CONSTRUCTION DETAILS THAT ARE NOT INCLUDED WITH THESE DRAWINGS SHALL CONFORM TO THE STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION STANDARD ROADWAY DETAILS. 9. MAXIMUM SLOPE OF FILL TO BE 3.1. ALL FILL MATERIAL TO BE CLEAN MATERIAL. "CLEAN FILL" MEANS UNCONTAMINATED NATURAL SOIL OR ROCK 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 CONTRUCTION WASTE MATERIALS OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, INCLUDING CONCRETE, ASPHALT, PAVING MATERIALS OR BY-PRODUCTS, YARD WASTES, INCLUDING BRANCHES, LIMBS, BRUSH, SHRUBS, TREES, PARTS OF TREES, TREE STUMPS AND SIMILAR MATERIALS GROWN ON OR EMINATING FROM LAND; NONPUTRESIBLE SOLID WASTES, COMBUSTIBLE OR NON-COMBUSTIBLE; AND BULKY RUBBISH OR REFUSE, INCLUDING PUTRESIBLE SOLIDS, SEMI -SOLIDS OR LIQUIDS. 10. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED FROM SITE, NOT BURIED. 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 SULLIVAN AVENUE WHERE NECESSARY TO PREVENT DUST BUILD UP. 13. PROPOSED STORM DRAINAGE PIPES SHALL BE 15" ADS CONFORMING TO ASTM D-3034 SDR-35 OR ASTM D-3033. 14. AN ANNUAL SOIL TEST SHALL BE PERFORMED ON THE SITE TO DETERMINE THE NEED FOR FERTILIZERS IN THE PLANTING YEAR. 15. THE CONDOMINIUM ASSOCIATION SHALL PROVIDE A COPY OF THE ANNUAL CHEMICAL APPLICATION REPORT(S) TO THE TOWN. REPORTS SHALL INDICATE WHEN THE RECOMMENDATIONS FOR TURF MANAGEMENT PLAN WILL BE IMPLEMENTED. 16. WETLANDS THAT ARE DISTURBED DURING CONSTRUCTION ARE TO BE ROTO-TILLED AND REPLANTED. 17. PRIOR TO CONSTRUCTION, A TEMPORARY CHAINLINK FENCE IS TO BE INSTALLED AT THE LIMITS OF CLEARING IN THE VICINITY OF UNITS 14 THROUGH 18, AS DEPICTED ON THE PLAN. Construction Sequence River Walk Sullivan Avenue, South Windsor 1. Coordinate all work with Town of South Windsor staff. 2. Install tree protection for trees to be saved. Install temporary chainlink fencing in wetland sensitive areas, as depicted on plan. 3. Install erosion control measures. Contact Town for inspection. 4. Remove and store existing trees to be saved from areas to be disturbed. 5. Locate all existing utilities and take necessary measures to ensure adequate protection of existing utilities during construction. 6. Clear and grub water quality basin area strip topsoil. Excavate water quality basin area to approximate si-., and depth. New water quality basin to be used as sediment basin during construction. Temporary seed with rye grass. 7. Throughout the construction process, topsoil berms are to be used for the control of stormwater runoff. These berms will be temporary in nature and will need to be established, maintained, moved, and removed at multiple locations throughout the site as construction conditions warrant. All location and construction of berms to be done in coordination with Town Wetlands Agent. Town wetlands agent may require additional berms. Contractor shall install additional berms as required by Town Wetlands Agent. 8. Clear and grub Wildlife Trail. 9. Strip topsoil from roadway areas. Pile topsoil downslope of roadway and use as berms to control runoff. Grade to drain to temporary sediment basins. Coordinate work with Town Wetlands Agent. 10. Cut and fill to bring roadway to final sub -grade elevation. 11. Install utilities and drainage system. 12. Install base and compact. 13. Loam and seed disturbed areas to grow as soon as practical during the construction process. 14. Begin construction of individual buildings. Work to proceed as follows: a) Strip topsoil stockpile in berm(s) downslope of disturbed area; use topsoil berm(s) to control runoff from building and driveways coordinate work with Town Wetlands Agent. b) Grade areas, install fill as required, install foundation, and grade to driveway sub -grade. c) Install utilities. d) Loam and seed sideslopes and disturbed areas as soon as practical during the construction process. e) Construct building. f) Install pavement for driveways, concrete walks, etc. 15. 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. 16. All slopes and areas disturbed by construction shall be graded smooth and 6 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. 17. Reestablish all non -vegetated areas in accordance with Permanent Erosion Control requirements. 18. The first course of pavement to be installed as early as possible during the construction process. 19. Maintain all existing erosion controls throughout the construction process, and add additional measures as conditions warrant. 20. Install landscape plants. 21. Final clearing of erosion and sedimentation controls and storm drain structures. 22. Remove tree protection and temporary erosion control measures. SEEDING SCHEDULE ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 6" 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. 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 SO. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH AT 2 TONS PER ACRE. o n 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 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 4-26-05 2 4-8-05 1 12-09-04 NO. DATE APPLICATION OF fItAOE� V-7 3/f LAWN STREETS/ CROSS-COUNTR PAVED AREAS .o O O. - O. ' 0.. O.D. IE I O.D. vQa+^ 'E f Qaa< 4 6" Min. aQQ Qa Qa jQaa T `I h- 12• a'oE t2' •• SANITARY SEWER TRENCH DETAIL NOT TO SCALE NOTES: I. ALL EXTERIOR WALLS OF CATCH BASIN WULL BE FACED, PAINTED AND GROUTED WITH CEMENT. 2. LADDER RUNGS SHAD. BE PRO - VIDEO IN CATCH BASH WHERE HEIGHT OF STRUCTURE EXCEEDS 8 FEET. 3. IN SNDY !EOM APPLY D 4. nB.Ku tNOr`rOFBwRUSAY1DtP. - S S. . WHERE PRECAST CONCRETE UNIT IS USED FOR SUMP THE TOP Of THE UNIT SHALL BE AT LEAST 8• BELOW THE BOTTOM of THE PPE OUTLET FROM THE CATCH 6. WHERE MASOWY CONCRETE UNITS ARE USED CORBELING WILL BE PERMITTED. MAX ODROM TO BE 3•. NO PROJECTION SHALL EXTEND IN- SIDE OF UNITSS, 7. ADJUST FRAME ELEVATION WITH BRICKS 6• TO 12• & PROVIDE MINIMUM 2'-D• of COVER OVER PIPE AT BELLS B. PROVIDE Ni OF 31e TRAPROCK UNDER EACH STRUCTURE AT BASE- 10. CATCH BASINS HAVE CALVANQED FRAMES R CRATES BRICK u BLOCK 4'-4• :- J CLASS 'C' (XNC. 4'�• SECTION B-B SECTION A -A TYPE 'C' CATCH BASIN not to "o 1. TThhe 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 rock or rottle. STORM MANHOLE ALTERNATE 470 a ojo ° oo� 00 OD OD 00 o o000 o%oo°ooR�a �/��(� O (D O Lr0V" 04000 1" 125" 1.25" Q.38" 1.25 1.17 1" 0.75 0.87 1.125 J 1.5 I--0.56" I 0.75 0.5�6 L3.6875" 1.9 17" Dia. SECTION A -A CAST IRON COVER NOT TO SCALE LAWN / STREETS CROSS-COUNTRY PAVED AREAS TOPSOIL do SOD OR SEED -7 l BAS 77' PER D BLANKET AS SPECIFIED 48" MIN. BROKEN TRAPROCK . 'a• SA 12 MIN. 8' 6'�MIN. 3' SECTION WATER MAIN TRENCH SECTION NOT TO SCALE AN 3-S/8' , . r II����� r 48" Dio. SECTION B-B CAST IRON FRAME NOT TO SCALE ADJUST TO GRADE LATH COURSES FRAME k COVER DETAIL NOTE 11 OF CONc BRICK OR CONO GRADINO RINDS-,,, STANDARD DETAII.) SECTION AS REQUIREDT. FOR WtAAS. SEE f,O. TK DAMP PROOFlNO 4'-0" MIN. E]ASTOMERIC COUPLING TO •p,TT TO JOINT AND RZOOIE v MANHOLE SLEELE , SELF-CLEANINO INVERT CLASS 'A' CONCRETE z > 3/4• BROKEN TRAPROCK 10 ELEVATION z DECREES MAX Coto NOTES: 1. TOP STEP TO BE A MAXIMUM OF 12` ROUND RUBBER� BELOW TOP OF MANHOLE FRAME & CASKET JOINT COVER ELEVATION. 2. IF TOTAL DEPTH IS TEN FEET OR GREATER, CERTIFICATION OF HS-20 LOAD BEARING sPooT a SEMI REINF. ALTERNATE JOINT CAPACITY SHALL BE SUBMITTED TO THE TOM ENGINEER FOR APPROVAL PRIOR GASKET JOINT TO INSTALLATION, 3. MANHOLES HAVE CAST IRON FRAMES & NO GRATES. 4. SANITARY MANHOLES 2 AND 5 ARE TO HAVE WATERTIGHT MANHOLE FRAMES AND COVERS. REINFORCED PRECAST CONCRETE MANHOLE (SANITARY) NOT TO SCALE 15, M .o PLAN (SMH#2) APPROVED GRANULAR NON - ORGANIC BACKRLL MATERIAL PLACED AND COMPACTED IN ONE FOOT (1') (MAX.) LIFTS (CT DOT M.03.02-2 FINE AGGREGATE) DUCTILE IRON PIPE r 24• DRM OPENING s B -- Flow 0�oTon d � � D SECTION YARD DRAIN FRAME AND GRADE FRAME h GRATE TO OE: (SEE DETAA.) L. BARON FOUNDRY MODEL LAU254 OR APPROVED EWIJ. ADJUST TO ORACE *TN MAX. OF TWO COURSES s aF coNc erac+c REINFORCED CONCRETE '''���TTT��-'' 12 MANNOCE SECTION MTH '0 RING• JOINTS 24 T/4• -- FLOW FLox 20-s/4' 4� yI l A 4-0* M A REINFMANHORCED O NCRETE YARD DRAIN Ym'` FRAME & GRATE Jr a• s/+• cRDsf+ED sTonE Fou+DAnaN NOTE >�DRAINS UTEs oALVAxrzEo SECTION B-B PRECAST STRUCTURE FOR YARDDRAIN NOT TO SCAE 30" PLAN FINAL SIGNAGE TO BE COORDINATED WITH OWNER /I GOLD BAND ADJUSTABLE LOW LEVEL /1" ROUTED BAND LIGHTING FOR SIGNAGE :NTERE:D GUARD -CO MODEL DF-7 W/CUT-OFF HOOD CAPSTONE 5OW MH COLOR TO BE APPROVED BY OWNER (WEATHERED BRONZE) \ NATIVE ONSITE REDS1fONES LASS A CONCRETE FOOTING #4 REBAR 12" ON CENTER EACH WAY. t COLOR: GOLD W/BLACK TRIM 4" GOLD BAND W/1" ROUTED BAND CENTERED � `LETTERING BACKGROUND COLOR: SHADOW BURGANDY 1/6 OR 1/8 BEND (22.5' OR 45') D ,` g0 PLAN VIEW FINISHED GRADE I cute CAP rT- STEEL BAR 6" PVC. REDUCER SIZED 45 DEGREE BEND ---,FOR FORCE MAIN v WELD JOINTS D o ° FORCE MAIN FROM oo SEWAGE EJECTOR PUMP 0 0 -000 00 o° o 0 OF FLOW " 8 MIN. T_�E 3/4" BROKEN TRAPROCK UNDER BEND NOT TO SCALE FARf`F UAIN f'YWNF(`_TIAN 6"PVC b1Pj NOTES 1. INTERCEPTOR TANK TO BE 1000 GALLON MINIMUM SEPTIC TANK. USE EXISTING TANK IF IN ACCEPTABLE CONDITION (WATERTIGHT). 2. LIQUID CAPACITY = 259 GAL/FOOT 3. 85 GAL = 0.33 FT OR 50% OF DIST. SYSTEM CAPACITY 4. PUMP TO BE CAPABLE OF PUMPING 15 p GPM AGAINST 12.2 FEET OF HEAD. 5. PROVIDE MANUAL PUMP SHUT OFF VALVE ACCESSIBLE FROM MANHOLE. 5. PROVIDE ELECTRIC OUTLET TO ALLOW EMERGENCY GENERATOR TO BE READILY IMPFRIAJ CLASSIC 12 SECTION 7� 1I8L 5 12 SIGNAGE NOT TO SCALE 1. GROUND SIGNAGE: 24 S.F. (MAX.) 2. SECONDARY SIGN: 16 S.F. (MAX.) 3. INDIVIDUAL RESIDENTIAL UNIT SIGNAGE: 1 S.F. (MAX.) SEE ARCH. DRAWINGS. I TRENCH WIDTH SECTION 1/4 BEND (90') 3 WAY TEE : . D D �O PLAN VIEW PLAN MEW CONCRETE ANCHORS FOR USE WITH SANITARY FORCE MAINS THRUST RESTRAINT - THRUST BLOCK METHOD (not to scale) NOTES: 1. ANCHORS BASED ON MAXIMUM ALLOWABLE WATER PRESSURE OF 125 PSI. 2. SHOULD ONLY BE USED W14EN SOIL CONDITIONS ARE STABLE. W IN QUESTION, THE WATER COMPANYS INSPECTOR WILL MA.-:E THE DETERMINATION. SHALL BE fED To nm 1L IMMMIATELY ro PLACING TE PROVIDE MANHOLE TO GRADE � a DISCHARGE VOL. 85 GAL. in N Alarm PUMP 33' 0.3I 3. I - On -1 Off VALVE 1 1 /2" out :ZIP' :. I��X: •: :►. : � 1 •► .a ice.. 1Ylu; ELEYAT 5E NOTES: 1. PROVIDE & INSTALL 14' DIAMETER CEDAR CALCUTTA GAZEBO BY KLOTER FARMS OR AN APPROVED EQUAL WITH 10 YEAR GUARANTEE OR WARRANTY. 2. WOODEN GAZEBO SHOULD BE FINISHED WITH CLEAR LATEX PRIMARY SEALER. 3. GAZEBO SHALL BE PLACED ON RAIL SPINDLES 4. GAZEBO CORNER BRACES SHALL BE COORDINATED WITH OWNER FOR FINAL SELECTION OF STYLE. BASE BID: COMMERCIAL STRENGTH. 5. SITE PREPARATION SHALL BE BY GENERAL CONTRACTOR. BASE PAD SHALL BE 6" DEPTH OF 3/4" PROCESS AGGREGATE ON GEOTEXTILE FABRIC COMPACTED TO 95% STANDARD PROCTOR. (EXTEND V-0" BEYOND GAZEBO) 6. FOUNDATION SHALL BE PLACED ON 6"X6"CONC. PIERS. (9 PIERS, 42" DEEP) CONTRACTOR SHALL COORDINATE INSTALLATION METHODS WITH TOWN STAFF TO MINIMIZE IMPACT TO WETLANDS. 7. PROVIDE & INSTALL KLOTER FARMS OCTAGON TABLE (81" DIA.) WITH ATTACHED BENCHES. FINISH: CLEAR WOOD FINISH. 8. PROVIDE & INSTALL FROM ONSITE REDSTONE STOCKPILE, STONE SUFFICIENT FOR STEP INTO GAZEBO. WOODEN GAZEBO: OCTAGON STYLE - 14' DIAMETER NOT TO SCALE REVISIONS - ff Tel. 860.291 • 8755 ® Fax 860.291.5757 Iflesign ill CP ofessionals, Inca civil engineers •planners surveyors landsc;&pe architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 fSh FINAL KMI PER TOWN COMMENTS MHA DES/GIN. KM/ DRAWN RAM CHECKED. GBS PER TOWN COMMENTS RAM JOB NO.: 1687 DATE:• 11-02-04 DESCRIPTION BY DRAWNG NO.: JOBS1168711687-DETAILS -OWNER/APPLICANT: CORNER MEADOW, LLC 40 WINDY HILL ROAD SOUTH WINDSOR, CT 06074 TEL: (860) 282•-1751 PREPARED FOR: RIVER WALK 1235 SUL EVAN AVIENUE SOUTH WINDSOR, C®NNECTUCUT SHEET 8, 0 t ® NOTE: WETLANDS MITIGATION AND BASIN PLANTING QUANTITIES ARE IN ADDITION TO LANDSCAPE PLANTING SCHEDULE QUANTITIES. TF r Twrf lt+Ial•a;weat Tlna M '-� ��� WETLANDS MITIGATION PLANTINGS 1. Srit;reattitre NOTES: A composite soil satnpio frewa the mAject property will be collected and cWivered to a 1. PLANTINGS TO BE COORDINATED IN FIELD WITH t3riwrsity ofCoemeeticut Cooperative E%ter siaa office for testing of soil waieat levels �rogco,p��ic�,Mgn�,,pora SkM, wofCWiza OWNER'S WETLANDS SOIL SCIENTIST. O appiiva;'on. The Extem;onoffice wUlrecommend a f«wizer,plIi,ationmeband UPO, 2. PLANTINGS TO BE SPACED 6 FEET ON CENTER. these test results. The actual l•«-arzcrapplication rate will follow this iemmmendation. GROUPINGS SHALL BE IN CLUSTERS OF 3 OR 5. / This Willam"againstanexce9sivetZrtilizerapplication,whichcouldlesdtoch miW• ALL PLANTING SHALL BE A MINIMUM OF \ ladnee leaching 24"-30"HT, CONT. 2 SlIr"•PA*WWFN*WW►s 4. PLANTING MEDIA: 12 INCHES OF TOPSOIL (50%) \ \ Ste -release femliaas Wily be apAW to ate, planted tirm and shrubs Tie can AND PEAT MOSS (507.). include; but are not limited to, organk based fertilizers- A variety of commercial slow• release nitemen fertilizer nroducti art available (e- a , Milareanite; isatxaylidene diaura 101 A A I TI A I n C. coated tue•a, etc.). Advaaua p ofsbw-rekase fetWirsrs include the supply ofa steady '-^, v 11I NI skrogenmace, and redu nitrageoleaching. By con*miog small amounts of soluble A. ALNUS SERRULATA (SMOOTH ALDER)QTY:9 / \ mvrogeri-sourceswAh>lowrelease mtroSenproditdknaragenavaitabilitycmbe B. CLETHRA ALNIFOLIA (SWEET PEPPERBUSH)QTY:9 cuendedwithout aGrad ofkacluag. C. CONUS AMOMUM (SILKY DOGWOOD)QTY:9 / 3. F A"GcaAkwSchm%c . CORNUS RACEMOSA (GREY DOGWOOD)QTY.-9 / lFordUe•wMbCWliedthrftfimn lymdw=bjeoy_mlytoloebby E. CORNUS SERICEA (RED -OSIER DOGWOOD)QTY:9 /(abertbethremofcook via weather hnpsawdllate, August meadySgftmbw,nd F. SAMBUCUS CANADENSIS (ELDERBERRY)QTY:11 / said-SeptetrAw to mid -October. lane sae test irAkaies a seed for lie, it win be / applied at the last fertihixatian date. 4. IaWgrarer POtMOWWMkW(n" ` • / / iIPM is an integraded, prtvlatta6ve apptnaclt to >vouomttiittirrghfalthy turfand la,adscape / plums. VIA ncogoizes that, *bvugh dliernicals mean impona n amponwt of a ue managemim plaq other strategies are xmlable to mamitanu a healthy lawn. A central -n premise of IPM is to treat pest problems as they arise on an as-netdod basis only, using a A resistant r variety �} pgi . natural prodatArs), chemical and euhmbl (e.g.. disease- \ of / o t`70 TO be tette ll, IPM tequit'es Periodic mordII by an eatpenenced praoti�tioaer to \ \� / detect peat problems at an ftAy stage and develop as tlloctivc, environmentally \ s� napoasable action plan. his reconwwrided that the contractor that is hired to maintain \ \� \ / the ahavetraingan� detie�inthep�tia�M. of \ \ N u �1u � 0 S.Y.77771 r ulI r I o l z q r I 1 it 01 w �• LANDSCAPE NOTES: 1. FOR LANDSCAPE PLANTING SCHEDULE, SEE SHEET L5. , 2. FOR LANDSCAPE NOTES AND DETAILS, SEE II " SHEET L5. 1 3. FOR SITE LIGHTING PLAN, SEE SHEET L2. 4. FOR BUILDING UNIT FOUNDATION LANDSCAPING, SEE SHEET L3. li II ' 5. FOR LANDSCAPE BUFFER ELEVATIONS, SEE u " SHEET L4. In - % vi °-o rn l w it I I Il ' n � WJ �I 1 0" • ' \Y \ EXISTING XISTING NORWAY I r 0 \ - _ \ , 7-OA2Zit , BUFFER CR SS -SECTION I ail IIIj RCA \ 1 ISEY I \ o N I • \ + N0. 1 t SAVE &PROTECT \, N -PJ 3-Pi - v I t EXISTING TREE. 14-To �-- -- �� I ' 4-AS �� o s.Y. INY 4"': LC r - 10-pG I lq t PROVIDE TREE WELL IF \ WILDFLOWER SEEDING AREAS \� , (� ,I t ,N�o r c$ . _ _ n LP LP a t REQUIRED. �s v ..--�''"` w•vs - r< �' i "ter 1. f. ®MB / NIAiLBVX/t',AVER LU(:A I IUN (V REVIEWED W/POST MASTER I{ t \` �,\`-�rm�tw 1 - vs milJm•,, „ � aw • Tn a > mn c 8"1 _E _`s r ��t �`.�'fie <'j7�t��J* ' � I { 4 ` 4-MB ) ER POLE & .TOTAL: 10 DOUBLES &SINGLES) 14^ �o t y} \SECURITY LIGHTING SEEDING MIXTURE N0.3 \ b 5-PA2 CONSEPVATION EASEM NT � "�' � � {, / •\ ` \ � I + \` SEEDING MIXTURE N0. � ` ,� � s-vc � � � ` � ; ` v �,�� t , I I S�pNETRANS. t o• 9 + i 1-CAE _ v {{ t ` 3-AF / r �t1 C'• p, AB - - ` I � �, n," y'0, , r 3-AB , k t \ \ WETLANDS MITIGATION AREA '� , 4-SP , / MB / •\ , \If ((200 SF) FO DESIGNATED / / AB t' (s 7 2 R / r ANDS PLANTINGS, SEE (F):85.57 R I {{ 1 PROP. 2' (HT.) . , t / ! `' •'\ \ NOTES AND LIS-RNG ABOVE `grONE WALL I P 68 (PROTECT EXIS PROP. I O r• �� WATER QUALITY BASIN TREELINE/PR s o , rRC , f • •� SEEDING MIXTURE LA m.� 8 r I / , •' \ \ ENCIOACHMEN } j� t� , F ( :84.92 , o r t t1t ' NEW ENGLAND WET PLANTS, INC. "+ " MB -R i R �{ {{ t ••� \ ,` AMHERST, MA (412)548-800QO ; f , ,�,� (s):87.2s L / % ,. -� '•\ 1 \ I 1 LB. PER 2500 SQ. FT. WITH ` (F):78.1 PG AB ,' f _ ANNUAL RYE TO ACHIEVE SOIL 01 LA�I p t� t; / / • _ _ %• �• \ STABILIZATION. ` , 16 - -r S ,' (s): �s.son12 i •••� /•• �•• .< !1(1AICCA\/ATIMI cnecurntr..-=-� ( (S):eo.0 '-, ° <� %1W1*4 7l_ \ V/ IIVIY I-l1JLIVII_I`11 r: , �i LAI)T! B ry8� I . (S):87.40 •_ CONSERVATION EASEMENT I... 1-� P \ ' �.. SEEDING MIXTURE NO.3 ' r : ' 1 1 13 3-RC 2 N / I • •�' NOTE: %� \ LS PROPOSED GRAVEL ACCESS I 1 ' , LAM O , �°� FIN' L LOCATION OF GAZEBO TO AFL DRIVE FOR MAINTENANCE , ...'� r - I _ _ l `+ J ( r j { t �� \�' •� BE COORDINATED ACCESS TO DETENTION BASIN , :7s.80 7 _P s :87.40 \ WITH TOWN O 8 , (S). 8.70' 1�u (Y _ _ ( SNE7 96 LP ENVIRONMENTAL PLANNER. �o `SEEDING MIXTURE 0.2 ourLEr (10' WIDE) %....J r �w �\ •' _ • x r-- ; I may,. < / (S):86.90 �\ { ONOCOS s GAZEBO? \ - I - 10 `• • • ` - . _ .. . t. E 10 520.2323 ` ` ' , n S ,m ov'ti Y XIST. , '1�t i �587 �- _ .. l .. cA -2 To CREATE ` ' , / - n'a ` t , l S TF:106 88 \` t 2000 IF D AREA t r usr oNsaaaao PLAN , (S): 80.�5 w , , ' , , I �? • ,�` ` \ ' / LAH1 I ` �� •\ •` ``• f Y _ ' • R7Ai�SR ' r r r / r .. F i 1, \� \� •' \ / ` _ . . . . . . . . . . . . . _ - / ♦ ` 3- ` 1 1 1 , I I { 5 t '� �� • •'��,\ { ' ,�: ... .. ........ , ..... ` r r r (S):86.90 \ / LAWN I PROP.PATH 9y ,•r (' i'•w---�. ` `' •� 2 \` \ I MOWED) 0� ••' ; OPEN •: % (S):,87.40 I , ' •(� 0 t \\ \, Kos ........... : WATER �� 1 (F> 87.92 r ,W �' ; �� •� SLOPE" •'2,5:1?•'•'• •'. •' �° I 2B ••\\ / 1 • '• srr . ' ."* ,-`. .. ,• 2-BN i / ` 4 \ , ?% ! 1/ --4-MF 1\ F� ,G\, '•` ` '• "f• -fir' •-' ... •' 3-IOH 3-BN . '� (� 76.50 ' " { r �\, • POP $FRM: • i4.ss SEEDING MIXTURE N0.3 j '� 3-I0H (F 7s.42 �� -8=PJ _ _ ^ S { \ . Gt OPEN WATER ., . _ \ - MB EA SEEDING `MIXTURE N 3 / • I �•• .' ' '•-t\\LAM , 15) (F):85.35 P '• I _ rn 1 S & ..�•,� `\`�:' ' ~ -/ /' '� _ ' - ° - ' \ P OTECT"'��L , r , .� ••' / CONSERVA I ,� \ \ cA ' TION EASEMENT \ ` 14- � � t EXISTING TREE. ° .••� \+, ..--- •' -� ` ' O \ �' \ \ (14h LINDEN) 1p { �� '\ ItIt SEEDING MIXTURE NO.3 I WATER QUALITY � I ( ` 1 ` `' (._/ , h� 2 e9 95ET�'`` i �� (S):76.5o L \ J y c' F \ BASIN PLANTINGS , ! \ �p� 3 Me ' VE MOWED GRASS PATH T (909st S.F.') j ' `' ` s PG SAVI' PROTEC' ; (S):8s.o , LEGEND GAZEBO / `� �\ SEE PLANTING LIST SEEDING MIXTURE NO.3 I Mk I EXI,S NO TREE. .��� \\� �� TRAFFIC A -,,.ABOVE \LA� \ / , �l . ASH)_ - � \ \ PROP. M �� , , i ' ✓� A. Ate. ,»'c 33"'t `iE _ / ._� .. ./' / 1 .� Pcl w \ \ ® EXISTING IRON PIN SEEDING MIXTURE N0.2 �� ��� N 866226 235f \� �__`___ ASAZER QU NAB( ` \ ' '", ,� �niv] ` ' o ; • ��J KANCE 51G1�'� +12► \`'\' E t05136 .497 ` `\ ` ' ~\/ ` ' y;• y Tn \� , 3.• '� 7-I NOTE: LOCATION'�OF OFF -SITE \�, PROVIDE 1 F ((( \ / 'c ^m s '�' rq• o ,v y l°• , „w� i SIDEWALKS AND HANDICAP RAMPS `, , I `� .+ �,� ,gym, / o y�`} �' r. REQUIRERiPER PLANNING AND ` \ s EXISTING MONUMENT AA'' AMENDED TOPS \� r M„ .„, „� , N/F �� TO ACHIEVE 200%� �� ;J �� r►'� > `� "t �v`4°� ZONING COMMISSION APPROVAL AND , �,�! ,�"6�vC ntu,� n �v > . l �' IRECTED $Y TOWN OF SOUTH O FENCE POST �`O�GANICS3`�• ' „a"` ° a? / PtDSOK ENGINEERING DEPARTMENT. , WILLIAM E. AMA N \ \ UO PROPOSED LIGHT POLE (TYP.) �` �V s-AFPNNiAI/ED BYNUAL� MAP REFERENCES: R ti �, / 6-IG , M BC R /„ ,. WATER QUALITY BASIN I �� ,.,,I►w rn MAR M. AMAN SEEDING MIXTURE `��R s. \\ )1/5�<x „\I►��� 1 r�' AIf �l1 f AI/�t A\IP1 llM"T 111 A.ITI. 1\t/. �_ �_�\/l1/A M� �T� \ I i A\I/Irt��� .�•I, �ft�r 1- PG i `t �lr-- t , • pROA \ J/ �[. �\ /'iC \. \` 1. BOUNDARY SURVEY OF ALLEN & KATHERINE D. BOURN Ivwr �IvvLrtivu rvtl rL/�Ivw, uv�. �'/� -,v� �, �,,� 'T�;: ,yi.ah40M ;�;.A; (p vw sr�Dr{_Psz # �� Wq�R L7_P�; I AMHERST, MA (412)548-8000 ZD i\' /�r�.�".s�� ^n�;tiFER �' 6-AG2 �q!" _cA ' C '� h// �/ /Hsr \��? PIERCE ROAD & SULLIVEN AVENUE SOUTH WINDSOR, CT. /j/ ` �� �,,,,�, a „,,. t MARILYNMILYN MORRI ."fib q 1 LB. PER 2500 SQ. FT. WITH E �,,IFw c ;, „I,,w � Q , l c ss-SECTION 2- FR ✓c \ \ , ` .s,�w ` NO. 2 1 M ANNUAL RYE TO ACHIEVE SOIL ��Y x� 3��wW�'.r N ` + � '� <O. SN k S °F CO ` 2. TOWN OF SOUTH WINDSOR MAP SHOWING EASEMENT ACQUIRED FROM ALLEN BOURN ET. AL STABILIZATION. »'� --..ram a s� \ ,' b °qn °W °Fp "c BY THE STATE OF CONNECTICUT R "� •� �'�,���' t �o ', \ �' 2-M / y �S°gR�p rOBF�F,F Rp OUTS 194 SCALE I 40 , MAY 1977 TOWN 132 `��� i 8q'r C4 g1,6,ip F/F<°RFSt ��oF.� PROJECT N0. 132-83 SERIAL #1 SHEET 1 OF 1 SOUTH WINDSOR MAP #1208A. ;•,� ' . \ t 6-RCA IP / ro n�/Ho�oDwr, Fxs q® �, s \ 15-TO S T / } , S/C" Gl� /Hc ,h/ Ty lllG SUS �\ . \ INI ANTI W TI ANTIC M71 RrnIG•ATII 11\1 TIJt- f=1R1 n RV J(IUAi IAt�lAli per_Icrt-pin Cl111 IP �� 3409� \ % np/'Rn O nrC� S�F Rpr 1 F k ... t _tl .era... Vt-l_I1. _!�It_I✓ tl. tlIL 111_I-V a✓I vv1 nv Ir\I VIvI, ICI-\,I"I L_I\Lv .w11 , , \ , ��` rC t/tf rF-%GeK c n„F OWNER APPLICANT: \ \ ` / 9 oeFr o"o �a>FtY xrsnHAFFs "'� SCIENTIST AND FIELD SURVEYED MARCH 2O03 BY DESIGN PROFESSIONALS, INC. / \ J oFHRFiF 3° \ , �R<GIPgH� Rq0 eF \ CORNER MEADOW, LLC 9-� ` ` M/ 'q H� q4k ytFq \ 40 WINDY HILL ROAD LO'�F"Qgn"c gHosFono��R SOUTH WIND OR, CT 06074 I \ oFSMO Ex�sp/FoFRo TEL: (860� 282-1751 N/F , "0� pNo p ` DAVID R. SCHMEDDING, MARGARET E. SCHMEDDING 0 1 11 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS r z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m Tel. 860.291 8755 PREPARED FOR: SHEET ® Fax 860 291 8757 ����� PLAN m INFORMATION. ALL EXISTING UTILITIES SHOULD GRAPHIC SCALE � Q D D /�� BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 4-27-05 FINAL ADO LIGHTPOLES KMI 40 0 20 40 80 esign [�-il RIVER WALK 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 4-08-05 PER TOWN COMMENTS GLW � rafe��'�■ ■�� ���■L 1 BY S LICENSED LAND SURVEYOR PRIOR TO 2 12-O9-oa PER TOWN COMMENTS RLB (IN ) ® ! DESIGN. RLB DRAWN RLB CHECKED. RLB CONSTRUCTION. R235 S q}j j( }'iVAN AVENUE 3. THIS PLAN IS INVALID UNLESS IT BEARS THE t 12-03-04 PER TOWN COMMENTS RAM RICHARD L BOSTON civil engineers planners SUCVeyOrS jL lL•J1Lejlejl �Y a�i j�e�\�i IMPRESSION SEAL AND ORIGINAL SIGNATURE t 1 inch 40 ft - landscape architects • gis gps JOB NO.: 1687 DATE.• November 2, 1r7r�r�L�t �cttvlr��rn jj� OF THE PROFESSIONAL ENGINEER/SURVEYOR. N0. DATE DESCRIPTION BY UCEh D LANDSCAPE ARCHITECT CONNECTICUT LICENSE N0. 568 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: server/jobs/1687/1687-L1 S®�vult7l �Yu1�1L SOR, CONNECT CUT TABLE 4. BASIN PLANTINGS ZONE SCIENTIFIC NAME COMMON NAME NUMBER SHORELINE - NEW ENGLAND WETMIX - WET MEADOW EDGE (Cr) CORNUS SERICEA RED -OSIER DOGWOOD 10 SAMBUCUS SERICEA COMMON ELDERBERRY 10 SPIRAEA LATIFOLIA - MEADOWSWEET 10 VIBURNUM LENTAGO NANNYBERRY 10 WET MEADOW (0-6-) ALISMA PLANTAGO-AOUATICA WAI'ER PLANTAIN 60 ACORUS CALAMUS SWEETFLAG 60 ASTER NOVAE-ANGUAE NEW ENGLAND ASTER 60 CAREX STiRICTA TUSSOCK SEDGE 60 ELEOCHARIS PALUSTRIS SPIKE RUSH 60 EUPATORIUM MACULATUM JOE-PYE-WEED 60 IRIS VERSICOLOR BLUE FLAG IRIS 60 JANCUS CANADENSIS CANADA RUSH 60 SCIRPUS VAUDUS SOFTSTEM BULRUSH 60 VERBENA HASTATA BLUE VERVAIN 60 VERNONIA NOVEBORACENSIS NEW YORK IRONWEED 60 DEEP MARSH (6-18") PELTANDRA VIRGINICA ARROW ARUM 60 PONTEDERIA CORDATA PICKERELWEED 60 SAGGITARIA LATIFOLIA ARROWHEAD 60 SPARGANIUM AMERICANUM BURREED 60 _ ............ �3 R r Alkl_Will i 1a N Fol y � F-1 Luminaire Pro jectl Svmbol Schedule All Projects aty 9 Labe( Arrangement Lumens LLF Description SINGLE SINGLE 16000 0,850 6134R3 - 150W HPS - 14/ POLE Numeric Summary Project. All Projects Label CalcType Units Avg Max Min Avg/Min Max/Min HORIZ Illuminance I Fc L 0,37 ( 6,48 0,00 0,00 ( 0,00 STREET LIGHTING BY HANOVER LANTERN LIGHTING HANOVER LANTERN, INC. SITESCAPE SERIES, MODEL 6131R3 GRANDE MANOR FINAL COLOR SELECTION BY OWNER. (WEATHERED BRONZE-WBZ) 6134R3 FIXTURE for illustration only - scale approximate rarr�. Hanover 350 KINDIG LANE HANOVER PA 17331 PH: (717) 632-6W - FAX: (717) 632-5039 14 713-14' POLE MAP REFERENCES: 1. BOUNDARY SURVEY OF ALLEN & KATHERINE D. BOURN PIERCE ROAD & SULLIVEN AVENUE SOUTH WINDSOR, CT. 2. TOWN OF SOUTH WINDSOR MAP SHOWING EASEMENT ACQUIRED FROM ALLEN BOURN, ET. AL BY THE STATE OF CONNECTCUT ROUTE 194 SCALE 1"=40', MAY 1977 TOWN 132 PROJECT NO. 132-83 SERIAL #1 SHEET 1 OF 1 SOUTH WINDSOR MAP #1208A. OWNER/APPLICANT: CORNER MEADOW, LLC 40 WINDY HILL ROAD SOUTH WIND OR, CT 06074 TEL: (860 282-1751 o it11 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS 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 TOCONSTRUCTION.2 4-08-05 PER TOWN COMMENTS KMI 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 12-8-04 GENERAL KMI RICHARD L. BOSTON IMPRESSION SEAL AND ORIGINAL SIGNATURELICENSED LANDSCAPE ARCHITECT OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY of wil JOHN J. MITCHELL WOO 0.00 0.00 0.00 WOO 0.00 0.00 0.00 0.01 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.02 .03 0.03 0.04 0.09 0.12 0.12 0.11 0.12 0.16 0.17 0.1 °. +��000°o°oa° a °(1?f. o-�Q o ° °0.00 0,00 0.00 .00 0.00 O.OD 0.00 Ol 0,01 0.01 0,01 0.01 0.01 0.01 0.01 O.Q2 0.03 0.04 OS 0.05 0.06 0.t� [;j r� 7 0.31 0.20 0.16 0.10 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.01 0,01 001 0.01 0.01 0.01 0.01 0.01 0.02 0.03 0.06 0.08 0.08 0.08 0.08 0.13 0.21 0.25 0.54 0,81 0.91 0.94 0.52 0.47 0.32 0.18 %.12 0.00 0,00 0.00 0.01 0.01 0.01 0.01 0,01 0.01 0,01 0,01 0.01 0,02 0.02 0.01 0.02 0.02 0.03 0.06 0.11 0,13 4 U'14 021 D.63 0.95 2.15 3.02 2.26 1.54 0.93 0.54 0.28 0,17 0.16 ao°oo°°°oao a°°°0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 .02 .02 0.03 0.04 0.04 0.04 0,04 0.04 0.07 0.11 .2 .24 0.20 0. 08 3 79 1.87 5.21 3.06 1.38 0.76 0 9 °°°o°a°°D°oa °°o°o°°°0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.02 0.01 0.01 0.02 0.04 0.05 0.06 0.09 0,10 0.09 0.09 0.1 .1 .21 O.S6 0.43 0.38 0.27 0.34 0.66 1.18 3. .4 �.50 0.87 o°a°Oo°a°ooa°ov°° °°°o0.00 0.00 0.01 0.01 0.01 0.02 0.03 0.03 0.02 0.02 0.03 0.06 0.08 0.10 0.12 0.16 0. n 7 0.47 0.98 0.85 0.76 0.50 a.40 0.65 1.17 1.92 3. 4 .9 1 2.12 0.96 0.67 .45 Ve- 'D O D O O a O O ° O ° D O O O 0 DODO ° D°OOOO 0,00 0.01 0.01 0.01 0.01 0.02 0.04 0.06 0.06 0.05 0.07 0.09 0.11 0,14 0. 0.4 0 0.66 0.80 1.54 2.64 1 111 0.60 0.35 0.38 0.56 0,86 1.00 0.61 0. .30 0.01 0.01 0,01 0.01 0.02 0.03 0.06 011 0.13 0.13 0.18 0.18 0.17 0.2 a. 9 0,61 0.97 2.45 3. 6.11 3.10 L20 0. 0.35 .31 0.36 0.45 0, 0.36 0.26 0. 0.32 0.29 0.20 °ooa°°°°°w°o°v°a°aaa0.01 0.01 0.01 0.02 0.03 0.04 0.08 0.16 026 0.26 0,40 0. 2 8 0.33 0.49 0.82 1.,� 5.6 4 5.54 2.62 .20 0.25 0.27 0 0.18 0.18 0. 0.16 0.01 0.01 0.02 0.03 0.04 0.06 0.12 0.26 0.48 0,56 0.8 a.77 .63 0.46 0.40 0.46 1.14 2.11 3.97 4.61 3.33 1.29 0.94 0.18 0.18 0.1 0.24 0.29 .3 .26 0.23 0.18 0.01 0.02 0.03 0.05 0.07 0.12 0.22 n0.47 1.11 1.35 . 4 1.08 0.68 00.38 0.50 0,74 1.18 127 1,67 1.18 0.75 0.13 0.14 0,18 0.31 0.51 56 52 0.41 vD°°D°°°° °°oova o°ao°0.01 0.02 0.0 . R 0.2c'. 0.44 1.03 2.58 3. 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O.la 0.16 0.26 tt�? 0.39 3 .30 0.22 .14 °o°oaaoa°°°o o v o o o °OA6 0.09 0,13 0.26 O.S3 0. 6„ 5.52 3.50 2.35 1.02 44 0.22 0.11 0.05 0. 0.69 0.75 6 ,51 0.36 ,20 2 0.03 0.04 0.08 0.12 0.18 %.22 0,35 0.5 .0 D.2 4 1.97 0.91 US 3 0.13 0.09 .06 0.26 0.58 0.75 1.54 1.61 178 0.42 .22 0.00 0.00 0.00 0.01 0.01 0.01 0.02 0.04 %.06 0.08 0.10 0,14 0.21 0.50 1.4 1.2 0.77 0.40 0.23 16 0.13 .10 0.37 �.08 2.3 4.03 4.41 5 81 0.53 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.02 0.02 0.03 0.05 0.06 0.13 0.27 0.62 0.76 . 7 .5 0.33 0.25 0.2 0.18 0.16 0.65 81 2.15 3.80 .6 .86 0.36 0.19 DETENTION BASIN �� 0,00 0.00 0,00 0.00 0.01 0.01 0.01 0,01 0.01 0.02 0.02 0.04 0.08 0.16 0.35 0.42 0.45 0. 0.36 0.35 . 5 0,26 0.14 0.11 0.12 020 0.35 0.72 1.73 '3.04 2.76 .0 .37 0.17 0.10 0.001 0.00 0.01 0.01 0.01 0.01 0.02 00 .1 .9 . 2 0.28 8 52 0.60 0.68 0.48 0.23 0.14 0.14 0.17 0.31 0.74 1.69 4.33 a420 2.2 9 5 0.01 0.01 0.01 0.01 0.1 2 0. 0.6 1.11 1.16 1.1 0.44 0.25 022 025 0.42 0.68 a.0 1.93 2,23 5 1 0.15 .03 0.00 0.01 0.01 .1 0.1 0.21 0. 3.74 3,99,1.13 .52 0.77 1.09 1. 13 .06 0.00 0.00 0.00 .01 .45 0.90 7.5 3.74 3.46 1.46 0.75 0.48 0.41 0.50 0. 0 7 .45 0.28 0.00 0,00 0.00 0.0 O1 0.35 66 .2 7 5.43 1.60 0.94 0,56 0.38 0. 34 0.20.00 0,00 000 0.0 .18 0.40 100 223 3. 8 1. 94A 9A.19 .1 0.19 0.15 0.10 .08 0.00 0.00 %.00 0.01 0. 0.29 0.49 0.78 1.32 1.14 1.23 9 0,5 0.30 0,19 0,12 0.1 0.10 0,09 0, 0.05 0.00 0.00 0.00 0, 0.0 .1 0.13 0.19 0.32 0,51 0.41 0.50 0.43 0.28 6 0.12 0,09 8 0. 0.05 0.05 . 0.00 0.00 0.00 0.00 0 .03 0.04 0.05 0.06 0.08 0.14 0.23 0.22 0.22 0.20 0.14 0.10 0,08 0.06 0.05 .0 0.03 0.02 WOO 0,00 0.00 0. .01 0.01 0.02 0.02 0.03 0,03 0.05 0.08 0.12 0.12 0.08 0.08 %;Qj 0,28 00.98 1.94 5.71 7* 3 1.94 0.88 0.47 0.20 •�0,00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.03 0.05 !.07 0.06 0.03 0.19 0,30 0.56 0. 1.60 3A7 3.64 4.2 3 2. 52 0.24 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 W002b. .03 .03 0.02 019 0,30 0.44 0.64 0.9 .55 1.13 1.46 2.21 1.14 0 3. 426 5.23 2.02 1,04 0.52 .24 0.00 0,00 NO 0,00 WOO 0.01 0,01 b.ol 0.02 0.0 0,02 OA1 02 0.34 0.44 %,34 19 0.28 0.51 0.98 1.94 5.71 5 0,88 0.4 020 WOO 0.00 0.00 0.00 � ° o ° D o 0.22't4-p.29 021 0,72 1.46 °2.54 3.78 4.26 2,2 0.0,0 0 WOO N/F 0.00 °/ p� 15 0.26 0.46 0. 6 1,50 1.43 1.06 0,47 0.35,N F/WILLIAM E. AMAN ..// MARILYN M. H1 RRISON , 3 0,29 0.34 11A 4 0.26 0.16 & MARTHA M. AMAN / MARILYN M. MORRISON CONNEC11CUT LICENSE NO. 568 N /F DAMD R. SCHMEDDING, N Tel. 860.291 •8755 e Fax 860.291.8757 GRAPHIC SCALE oe0 s0gn 0 20 40 80 IN FM rofessionais, inc. ( ) civil engineers • planners surveyors 1 inch = 40 1h • landscape architects gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 OVERHEAD CL&P LIGHT (TYP.) SITE LIGHTI� C PLAN DESIGN.RLB I DRAW. RLB I CHECKED: RL8 ✓oB No.: 1687 1DA 7E: No vember 2, DRAWING No.: server/iobs/1687/1687-L2 0 X CL&P LIGHT PREPARED FOR: 4Y '1 it 1 C� 1 it V � D �, + TRAFFIC POLE �w NOTE: LOCATION OF OFF -SITE SIDEWALKS AND HANDICAP RAMPS REQUIRED PER PLANNING AND I ONING COMMISSION APPROVAL AND DIRECTED BY TOWN OF SOUTH YdNDSOR ENGINEERING DEPARTMENT. \ 11 �\ i Cp A SyoWgS pCOAC a e pesR ` Tp e CF IFOR p AC q V e Fj FRF R b� a S 0 �tn(V Cre �IN H��XFSnN� /NS qq�F "0C�SBU R/ ETfp 7FNTAOFC X1- MIFS�eNseFF3�AoncRq�s q� 4OjP 4VFN4N4R FOR0"-S,f�CAT�1�/5 046 S pONo• pARk//1'C RIVER WALK CONN ECTICti T CL&P SHEET L5 0.90 0.32 13 0.08 0.06 OS 0.03 0.03 0.03 0.07 0.14 1.30 0.58 0.81 0. 3 0.52 0.22 07 0.02 0.02 0.02 0.0 0.02 02 0.02 0.04 0.09 0.17 1.84 D0 .30 2.41 °n°oovwowo00ov°o°o°0.35 0.46 . 2 0,35 0.23 16 0.13 0.11 12 02 0.02 0,02 0.02 0.02 0.02 0.02 0.03 0.06 0,12 0.27 0.58 0.96 I .85 1.30 0.5 n 13 021 0.28 0. 7 0.26 0.29 0. 9 0.27 0.21 0. 03 0.02 0.02 0.02 0.02 0.02 0.02 0.04 0.07 0.14 0.22 %0.72 D9 00°o°aoo°° °0 9 0.12 0.18 33 0.48 0,5 0.58 0.43 0. 2 .04 0.03 0.02 0,07 0.10 0.17 0.49 a23 0.09 0.12 0.19 0. 0. 0.82 1.12 1. 1.04 0.97 0.4 0.26 0 6 0.11 0.07 0.04 0.07 0.09 0.15 OQ0.29 n 3 .25 0.19 .14 0.12 0.22 0.41 2 2.21 3.69 2. 252 1.16 0.53 027 0.16 0.08 0.03 .02 0.10 0.10 0.16 44 023 n2 .21 0.16 a°oo°°woaoD°°7 0.12 0.19 0.34 0.6 0 .37 5.40 122 4.59 1. 0.56 026 0.15 0.07 0.03 0. O.la 0.16 0.26 tt�? 0.39 3 .30 0.22 .14 °o°oaaoa°°°o o v o o o °OA6 0.09 0,13 0.26 O.S3 0. 6„ 5.52 3.50 2.35 1.02 44 0.22 0.11 0.05 0. 0.69 0.75 6 ,51 0.36 ,20 2 0.03 0.04 0.08 0.12 0.18 %.22 0,35 0.5 .0 D.2 4 1.97 0.91 US 3 0.13 0.09 .06 0.26 0.58 0.75 1.54 1.61 178 0.42 .22 0.00 0.00 0.00 0.01 0.01 0.01 0.02 0.04 %.06 0.08 0.10 0,14 0.21 0.50 1.4 1.2 0.77 0.40 0.23 16 0.13 .10 0.37 �.08 2.3 4.03 4.41 5 81 0.53 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.02 0.02 0.03 0.05 0.06 0.13 0.27 0.62 0.76 . 7 .5 0.33 0.25 0.2 0.18 0.16 0.65 81 2.15 3.80 .6 .86 0.36 0.19 DETENTION BASIN �� 0,00 0.00 0,00 0.00 0.01 0.01 0.01 0,01 0.01 0.02 0.02 0.04 0.08 0.16 0.35 0.42 0.45 0. 0.36 0.35 . 5 0,26 0.14 0.11 0.12 020 0.35 0.72 1.73 '3.04 2.76 .0 .37 0.17 0.10 0.001 0.00 0.01 0.01 0.01 0.01 0.02 00 .1 .9 . 2 0.28 8 52 0.60 0.68 0.48 0.23 0.14 0.14 0.17 0.31 0.74 1.69 4.33 a420 2.2 9 5 0.01 0.01 0.01 0.01 0.1 2 0. 0.6 1.11 1.16 1.1 0.44 0.25 022 025 0.42 0.68 a.0 1.93 2,23 5 1 0.15 .03 0.00 0.01 0.01 .1 0.1 0.21 0. 3.74 3,99,1.13 .52 0.77 1.09 1. 13 .06 0.00 0.00 0.00 .01 .45 0.90 7.5 3.74 3.46 1.46 0.75 0.48 0.41 0.50 0. 0 7 .45 0.28 0.00 0,00 0.00 0.0 O1 0.35 66 .2 7 5.43 1.60 0.94 0,56 0.38 0. 34 0.20.00 0,00 000 0.0 .18 0.40 100 223 3. 8 1. 94A 9A.19 .1 0.19 0.15 0.10 .08 0.00 0.00 %.00 0.01 0. 0.29 0.49 0.78 1.32 1.14 1.23 9 0,5 0.30 0,19 0,12 0.1 0.10 0,09 0, 0.05 0.00 0.00 0.00 0, 0.0 .1 0.13 0.19 0.32 0,51 0.41 0.50 0.43 0.28 6 0.12 0,09 8 0. 0.05 0.05 . 0.00 0.00 0.00 0.00 0 .03 0.04 0.05 0.06 0.08 0.14 0.23 0.22 0.22 0.20 0.14 0.10 0,08 0.06 0.05 .0 0.03 0.02 WOO 0,00 0.00 0. .01 0.01 0.02 0.02 0.03 0,03 0.05 0.08 0.12 0.12 0.08 0.08 %;Qj 0,28 00.98 1.94 5.71 7* 3 1.94 0.88 0.47 0.20 •�0,00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.03 0.05 !.07 0.06 0.03 0.19 0,30 0.56 0. 1.60 3A7 3.64 4.2 3 2. 52 0.24 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 W002b. .03 .03 0.02 019 0,30 0.44 0.64 0.9 .55 1.13 1.46 2.21 1.14 0 3. 426 5.23 2.02 1,04 0.52 .24 0.00 0,00 NO 0,00 WOO 0.01 0,01 b.ol 0.02 0.0 0,02 OA1 02 0.34 0.44 %,34 19 0.28 0.51 0.98 1.94 5.71 5 0,88 0.4 020 WOO 0.00 0.00 0.00 � ° o ° D o 0.22't4-p.29 021 0,72 1.46 °2.54 3.78 4.26 2,2 0.0,0 0 WOO N/F 0.00 °/ p� 15 0.26 0.46 0. 6 1,50 1.43 1.06 0,47 0.35,N F/WILLIAM E. AMAN ..// MARILYN M. H1 RRISON , 3 0,29 0.34 11A 4 0.26 0.16 & MARTHA M. AMAN / MARILYN M. MORRISON CONNEC11CUT LICENSE NO. 568 N /F DAMD R. SCHMEDDING, N Tel. 860.291 •8755 e Fax 860.291.8757 GRAPHIC SCALE oe0 s0gn 0 20 40 80 IN FM rofessionais, inc. ( ) civil engineers • planners surveyors 1 inch = 40 1h • landscape architects gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 OVERHEAD CL&P LIGHT (TYP.) SITE LIGHTI� C PLAN DESIGN.RLB I DRAW. RLB I CHECKED: RL8 ✓oB No.: 1687 1DA 7E: No vember 2, DRAWING No.: server/iobs/1687/1687-L2 0 X CL&P LIGHT PREPARED FOR: 4Y '1 it 1 C� 1 it V � D �, + TRAFFIC POLE �w NOTE: LOCATION OF OFF -SITE SIDEWALKS AND HANDICAP RAMPS REQUIRED PER PLANNING AND I ONING COMMISSION APPROVAL AND DIRECTED BY TOWN OF SOUTH YdNDSOR ENGINEERING DEPARTMENT. \ 11 �\ i Cp A SyoWgS pCOAC a e pesR ` Tp e CF IFOR p AC q V e Fj FRF R b� a S 0 �tn(V Cre �IN H��XFSnN� /NS qq�F "0C�SBU R/ ETfp 7FNTAOFC X1- MIFS�eNseFF3�AoncRq�s q� 4OjP 4VFN4N4R FOR0"-S,f�CAT�1�/5 046 S pONo• pARk//1'C RIVER WALK CONN ECTICti T CL&P SHEET L5 HATCH LAWN LAWN PATIO LAWN HATCH HATCH PATIO LAWN 1-AG 1-IC:: LAWN 15-H 8-ICJ 2-JH LAWN ZLANDSCAPE EDGING (TYP.) BOLARO PAVER "BURGUNDY WINE" BY RHINOX COBBLESTONE PATTERN CONC. PAVERS W/ CONC. BAND TRIM(T)'P.) FOUNDATION LANDSCAPING FOR 3-UNIT TOWNHOME KEY QT - R CH AG 2 CA 9 IC 22 CAE 4 JH 6 RCW 7 RCP 0 RCP 1 HS 7 HE 27 & CONC. PAVERS L-611 I A N I I-1 SCALE: 1 "=10'-O" 3 T. /N ' #S5 EDGE OF PAVEMENT .r-*4T ,r,\:L ENE DIS SI. . SEE r 5-commdN ELDE... ERRY:- DOUBLE MAii...BOX/rV-s i & CONC. PAVERS LAWN LAWN 1-AG LAWN LAWN (UNIT) 2-RCP FRONT EXTERIOR ENTRY AND STEP (TYP.) SEE ARCHITECTURAL DRAWINGS 1-AG J'5�A LANDSCAPE EDGING _ (TYP.) o ! fit 10-H O 1-CAE C-A�w 6-IC 2-CA LAWN 3-HS BOLARO PAVER "BURGUNDY WINE" BY RHINOX COBBLESTONE PATTERN CONC. PAVERS W/ CONC. BAND TRIM(TYP.) 1-2'%,T0 CREATE 2000 SF WETLAND A VT LIST'QN LANDSCA WF Now 3-NANNYBERRY 5-MEADOWSWEET WF #24 -#2 JNI DDY (UNIT) GARAGE GARAGE BIT. DRIVEWAY BIT. DRIVEWAY in LAWN 4' CONC. SIDEWALK 6" BIT. CURB GE OF PAVEMENT DOUBLE MAILBOX/POST & CONC. PAVERS LANDSCAPE SCALE: 1 "=10'- O" PLAN 3- LAWN // A /I A SIN LANDSCAPE PLAN ALE: 1"=20'-O" LAWN A ^ A P' L-I,HG El FOUNDATION LANDSCAPING FOR 2-UNIT TOWNHOME KEY QT R E CII AG 2 CA 2 IC 9 CAE 3 JH 0 RCW 0 RCP 5 HS 22 HE 11 OWNER,/APPLICANT: CORNER MEADOW, LLC 40 WINDY HILL ROAD SOUTH WIND OR, CT 06074 TEL. (860 282-1751 RICHARD L. BOSTON LICENSED LANDSCAPE ARCHITECT CONNECTICUT LICENSE NO. 568 _.2s.':r�+,I^tM'.+m..•._-�9"-,TT � !C'�.1�$'��i'fg-'..I'n'vl1Cr•�+saa�+areac�'Q:.11""!? ^L�"'$EGnYY+'Y¢.SCT.c-r mAOP.•C •4T�T MlY('^'F.-.YfY'.^.^s�.."`.,-++i'IRIAO^^'A...'�_'�-._.T�O'�.AmA,_ -+.-- •�—.,- - C LANDSCAPE ELEVATION NO-1 AT FIVE YEARS NOT TO SCALE I A K I F� i, A M E- I-- I I` \/ A 7-1 n N I N I A -1 A —r r-- I\ r r- ® i r-- n 7") n I_/-'1IN L) D/-iI- E- E-L,_L v M I I U1N IN U. � /H I I- I V1 T rAi-'�� NOT TO SCALE a { x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING U11LITIES 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. (I 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. I DATE DESCRIPTION RICHARD L. BOSTON ay LICENSED LANDSCAPE ARCHITECT 15' LANDSCAPE BUFFER F CONNECTICUT LICENSE NO. 568 OWNER f APPLICANT: CORNER MEADOW, LLC 40 WINDY HILL ROAD SOUTH WINDSOR, CT 06074 TEL: (860) 282-1751 25' LANDSCAPE BUFFER LANDSCAP"F-I ��/ATIC�i�I f�ln 1 A- (�/1AT(1RiTY ..� r.._ . . �. . a . v• a r ® a I v I / \ I u 1 % 1 e 0 NOT TO SCALE 24' DRIVE ENTRANCE I A k 1r-"% e—"% A V-- r-- 1 r— % / • --r-1 r\ L r L LAIN Ub�..eAF L LLL VA I I UN NU-1 Al MATURITY NOT TO SCALE ■ Tel. 860.291 • 8755 Fax 860.291.8757 ,sign &eofessionals, civil engluneers • PlanReITs surveyors landscape architects • gis . gP 1 Soy nth Satellite Road, South Windsor, Connecticut 06074 ',PLANTIINC_DETA.iLS DESIGN. RLB I DRAWN• MHA CHECKED: RLB JOB ND.: 1687 DATE.• November 2, ORAW7NG NO.: server/jobs/1687/1687—L 4. DWG PREPARED FOR: 15' LANDSCAPE BUFFER F WI us o.. 0 a • RIVER WALK ���'l_l it \�1•I\lip."i��1�. tCONNI ICTUCUT SHEET WIRE OR CABLE SIZES SHALL BE AS FOLLOWS: TREES UP TO 65 MM 2.5 IN.) CAUPER - 14 GAUGE TREES 65 MM (2.5 IN.) TO 75 MN (3 IN.) CALIPER - 12 GAUGE TIGHTEN PARE OR CABLE ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. PLASTIC HOSE ZIM'LL UL LONG ENOUGH TO ACCOMMODATE 35MM (1.5 IN.) OF GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE. TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE INTO THE WIRE WRAP SO THAT NO SHARP WIRE ENDS ARE EXPOSED INSTALL THREE GUY WIRES PER TREE, SPACED EVENLY AROUND THE TRUNK 13 MM (0.5 IN.) DAM. PLASTIC FLAGGING OR OTHER VISUAL PLASTIC HOSE EE / MARKER ON EACH WIRE. OR TWIST GALVANIZED WIRE TDRTIGHTEN� OPTIONAL METAL DRIVE ANCHORS, TURNBUCKLES FOR TREES OVER INSTALLED PER MANUFACTURERS 150 MM (6 IN.) CALIPER. DIRECTIONS. 750 MM (30 IN.) LONG WOOD STAKE ALL STAKES SHALL BE DRIVEN OUTSIDE • 11+" + ° 1 1� THE EDGE OF THE ROOT B4I.L. ASSURE THAT THE BEARING SURFACE OF THE PROTECTIVE COVERING OF THE WIRE OR CABLE AGAINST THE TREE TRUNK IS A MINIMUM OF 12 MM (0.5 IN.). REMOVE ALL STAKING AS SOON AS THE TREE HAS CROWN SUFFICIENT ROOTS TO OVERCOME THE PROBLEM THAT REQUIRED THE TREE TO BE STAKED. STAKES SHALL BE REMOVED NO LATER THAN THE END OF THE FIRST GROWING SEASON AFTER PLANTING. TREES NORMALLY (X) NOT NEED TO 8E STAKED AND STAKING CAN BE HARMFUL TO THE TREE. STAKING SHOULD BE DONE ONLY WIIH IML API'r(QYAL UI* THE LANUSC:APE ARCHITECT IF IT IS EXPECTED THAT THE TREE VALL NOT BE ABLE TO SUPPORT ITSELF. THE FOLLOWING ARE REASONS WHY TREES 00 NOT REMAIN STRAIGHT. o TREES WITH POOR-QUAUTY ROOT BALLS OR ROOT BALLS THAT HAVE BEEN CRACKED OR DAMAGED. REJECT RATHER THAN STAKE o TREES THAT HAVE GROWN TOO CLOSE TOGETHER IN THE NURSERY, RESULTING IN WEAK TRUNKS. REJECT RATHER THAN STAKE. o PLANTING PROCEDURES THAT DO NOT ADEQUATELY TAMP SOILS AROUND THE ROOT BALL CORRECT THE PLANTING PROCEDURE. 0 ROOT BALLS PLACED ON SOFT SOIL TAMP SOILS UNDER ROOT BALL PRIOR TO PLANTING. o ROOT BALLS WITH VERY SANDY SOIL OR VERY WET CLAY SOIL STAKING ADVISABLE. o TREES LOCATED IN A PLACE OF EXTREMELY WINDY CONDITIONS. STAKING ADVISABLE. NOTES 1. STAKE OR GUY TREES ONLY WHEN NECESSARY FOR SPECIFIC SITE CONDITIONS AND WITH APPROVAL OF OWNER'S REPRESENTATIVE. 2. TREE WRAP TREES ONLY WHEN NECESSARY FOR SPECIFIC TREES OR WHEN IT IS IMPOSSIBLE TO PLANT TREE WITH THE TRUNK ORIENTED IN THE SANE NORTH ORIENTATION AS IN THE NURSERY. TREE STAKING DETAIL TREES 75MM (3 IN.) CALIPER OR LARGER NOTE: FOR DETAILED REQUIREMENTS BACK FILL WITH EXISTING SOIL RELATED TO THE PLANTING OF THE TREE / IN SANDY LOAM SOILS, ADD 20% MAX. BY VOLUME COMPOSTED IN THE IMPROVED SOIL, SEE ORGANIC MATERIAL. TO THE EXISTING "TREE PLANTING DETAIL." LOAMY SOIL �• 1:1 SLOPE ON SIDES OF PLANTING HOLE TAMP SOIL AROUND ROOT BAl1. UNEXCAVATED OR BASE FIRMLY WITH FOOT PRESSURE 2 TIMES COMPACTED MOUND THE ROOT fiTIM 0W4ETER UNDER THE ROOT BALL TO SO THAT RD07 BALL DOES NOT SHIFT. PREVENT SETTLEMENT. LOAMY SOILS INCLUDE THE FOLLOWING USDA TEXTURAL CLASSIFICATIONS AND HAVE A CLAY CONTENT OF BETWEEN 15 TO 27Y,: LOAM SANDY LOAM AND SILT LOAM. NOTE THAT SOILS AT THE OUTER LIMITS OF THE LOAM CLASSIFICATIONS MAY PRESENT SPECIAL PLANTING PLANTING PROBLEMS NOT ANTICIPATED BY THIS DETAIL. LOAMY SOILS ARE DEFINED AS GRANULAR OR BLOCKY FRIABLE SOILS, A MIXTURE OF SAND. SILT AND CLAY PARTICLES WITH A MINIMUM OF 1.5% BY DRY WEIGHT ORG4NC MATTER. THE SOIL MUST NOT BE SO COMPACTED AS TO IMPEDE ROOT GROWTH OR DRAINAGE. THE SOIL STRUCTURE SHALL NOT BE PLATY OR MASSIVE. THE SOIL MUST BE TESTED FOR TEXTURE, DRAINAGE CAPABILITY, PH, AND NUTRIENT VALUES PRIOR TO DETERMINING PLANT SELECTIONS AND ANY ADDITIONAL SOIL IMPROVEMENTS. SOIL IMPROVEMENT DETAIL TREES PLANTED IN NON RESTRICTED SOIL CONDITIONS NOTE: THIS DETAIL ASSUMES THAT THE AREA OF LOAMY SOIL AVAILABLE TO EACH TREE IS A MINIMUM OF 45 SQ. M (500 SQ. Ff) DO NOT HEAMLY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER UM6S CO -DOMINANT LEADERS AND BROKEN OR OF BRANCHES. SOME MIERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. STAKE TREES ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT SEE STAKING DUAL WRAP TREE TRUNKS ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. TO FACE NORTH AT THE SITE WHEN EVER 1HE YRUNK FLARE 18 VI£BlE AT THE TOP POSSIBLE. OF THE ROOT BALL. TREES WHERE THE TRUNK M LCH IN FLARE IS NOT VISIBLE SHALL BE REJECTED. SET TOP OF ROOT FLUSH TO 1800 M (6 FT. DWA MIN BA NOT COVER THE TOP OF THE ROOT GRADE OR 25-50 MM 1-2 IN.) 40D MM e8 ) 0 14. PREFERRED BALL WITH SOIL HIGHER IN SLOWLY D LNG SOILS. 200 MM (8 IN, 100 MM 4 IN. HIGH EARTH SAUCER 1,1 tl lffl Ill lft,l BEYOND OCE �F ROOT BALL 50 AIM 2 IN.) MULCH. 00 NO PLACE 1 + , 1 . + r + ++r MULCH 1 CONTACT WITH TREE TRUNK. ++++' + + REMOVE ALL TWINE, ROPE AND WIRE, AND MAINTAIN THE MULCH WEED -FREE FOR +I++I,t,'i +', + + r , r 1 , r r 1 1 1 , , Ir r i + + A MINIMUM OF ONE YEAR AFTER 1 r r 1 ' + + r 1 + + + * + + r r + + r , , + BURLAP FROM TOP HALF OF ROOT BALL PLANTING. ,Il nrl Ir lrrr r lrlrr IF PLANT IS SHIPPED WiTH A WIRE BASKET AROUND THE ROOT BAIL, CUT THE WIRE KET IN FOUR PLACES AND FOLD DOWN 200 MM (8 IN. INTO PLANTING HOLE. PLACE ROOT BALL ON UNEXCAVATED NOTE: FOR DIMENSIONS OF OR TAMPED SOIL PLANTING AREAS TYPES OF SOIL AMENDMENTS, 01k SOIL REPLACEMENT, TAMP SOIL AROUND ROOT BALL SEE "SOIL IMPROVEMENT DETAILS." BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. NOTES 1. NO MULCH WITHIN 3' OF TREE. PLEASE REFER TO INTRODUCTION AND USE CRITERIA PRIOR TO USING THIS DETAIL TREE PLANTING DETAIL B&B TREES IN ALL SOIL TYPES NOTE: THIS DETAIL ASSUMES THAT THE PLANING SPACE IS LARGER THAN 2400 MM (8 FT.) SQUARE, OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING OR GRATING. 3' HIGH EARTH SAUCER (TIP.) 3' SHREDDED BARK MULCH REMOVE BURLAP AND TIES FROM TOP 1/3 BALL 1' SHREDDED BARK MULCH GROUND COVER BEDS COMPACTED SUBGRAOE (TYP.) PLANTING SQI MIXTURE (TYP.) DEPTH - 12 rMIN.) BALL DIAMETER + 12' SHRUB PLANTING NOT TO SCALE u x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE $ OD 0 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. LANDSCAPE NOTES: 1. ALL EXISTING TREES TO REMAIN SHALL BE SHAPED OR PRUNED WITHIN THE DEVELOPMENT AND ALONG THE PERIMETER OF CONSTRUCTION LIMIT AS REQUIRED BY OWNER'S REPRESENTATIVE. 2. DEBRIS AND DEAD, UNHEALTHY OR POORLY SHAPED EXISTING TREES SHALL BE REMOVED FROM RESIDENTIAL AREAS AND BUFFERING. 3. ALL AREAS DESIGNATED TO BE SEEDED SHALL RECEIVE SiX (6) INCHES OF TO_PSOII -,Oil ARAP-mr)wrmTC ANn MULCH. WATER AND MAINTAIN LAWN AREAS UNTIL ALL AREAS ARE STABILZED AND ACCEPTED BY OWNER'SVREPRESENTATIVE. 4. LAWN GRASS SEED MIXTURE: A. SEEDING MIXTURE TYPE 1 (LAWN AREAS): BLUEGRASS BLEND VARIETIE(-,) CnCV n� AAIVTIIDC' � / CHEWINGS RED FESCUE vviv 30% vl OF Ivlli\ 1 VI\lL MIXTURE 20% OF MIXTURE APPLICATION RATE: 4.50LBS. PER 1000S.F. B. SEEDING MIXTURE TYPE 11 (LOW MAINTENANCE) PERENNIAL RYE GRASS 10% OF MIXTURE CREEPING RED FESCUE 10% OF MIXTURE ALSiKE CLOVER 5% OF MIXTURE RED TOP 5% OF MIXTURE TALL FESCUE 70% OF MIXTURE APPLICATION RATE: 5.00LBS PER 1,000 S.F. C. SEEDING MIXTURE TYPE III (SLOPES) TALL FESCUE 50% OF MIXTURE BIG BLUESTEM 10% OF MIXTURE LITTLE BLUESTEM 20% OF MIXTURE INDIAN GRASS 6% OF MIXTURE LANCER PERENNIAL SWEET PEA 4% OF MIXTURE ANNUAL RYGRASS 10% OF MIXTURE APPLICATION RATE: 3.50LBS PER 1,000 S.F. 5. ALL TREES AND SHRUBS SHALL MEET THE AMERICAN STANDARDS FOR NURSERY STOCK, ANSI, 7�ne ^^^A Z_UU.I l ZU BY THE AMERICAN NURSERY AND LANDSCAPE. ASSOCIATION. 6. PLANTING SEASONS: SPRING- MARCH 15 TO JUNE 10 FALL- SEPTEMBER 15 TO NOVEMBER 15 7. 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 PLANTING GUARANTEE PERIOD. 8. SUBSTITUTION OF PLANTS WILL NOT BE PERMITTED UNLESS APPROVED IN WRITING BY THE OWNER. 9. PROVIDE A MINIMUM OF 12" OF PLANTING SOIL MIXTURE IN ALL PLANTING BEDS. 10. PLANTING SOIL MIXTURE (BY VOLUME) SHALL BE EQUAL TO: A. BARK MULCH- 10%-12% B. COURSE SAND- AS NECESSARY C. CLAY LOAM TOP SOIL- AS NECESSARY D. SOIL AMENDMENTS- AS RECOMMENDED BY TESTING SOIL MIXTURE SHALL CONTAIN THE ABOVE TO ACHIEVE THE FOLLOWING GRADATION RANGE: A. GRAVEL -LESS THAN 10% B. COARSE/MEDIAN SAND- 55%-65% C. FINE TO VERY FINE SAND- 15%-35% D. SILT- 10%-20% E. CLAY- 15%-20% 11. LAWN SOIL AMENDMENTS: A. LIME SHALL BE PELLETIZED LIME MANUFACTURED TO MEET AGRICULTURAL STANDARDS AND CONTAIN A MAXIMUM OF 60% OXIDE. (I.E., CALCIUM OXIDE PLUS MAGNESIUM OXIDE). 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. OF LAWN AREA. FERTILIZER SHALL BE A MINIMUM OF 50% ORGANIC SLOW -RELEASE COMPOSITION. 12. DAYLILIES SHALL BE INSTALLED AT 24" O.C. APPLY 2" OF BARK MULCH. 13. PROVIDE A MINIMUM OF 12" OF AMENDED SOIL MIXTURE WITHIN BOTTOM OF DETENTION BASIN TO ACHIEVE AN ORGANIC CONTENT OF A MINIMUM OF 20 %. 14. PRIOR TO ANY APPLICATION OF FERTILIZERS OR PESTICIDES, A LANDSCAPE MANAGEMENT PLAN SHALL BE REVIEWED AND APPROVED BY THE TOWN OF SOUTH WINDSOR'S ENVIRORNMENTAL PLANNER. 15. ANNUAL SOIL TESTING SHALL BE PERFORMED 1 v DETERMINE THE FERTILITY OF SOIL AND NEEDS FOR FERTILIZER DURING THE GROWING SEASON. 16. ANNUAL SOIL TESTING PERFORMED SHALL BE PROVIDED IN REPORT FORM TO TOWN OF SOUTH WINDSOR. REPORT SHALL INCLUDE RECOMMENDATIONS AND TIMING FOR THE IMPLEMENTATION OF TURF MANAGEMENT DURING THE GROWING SEASON. 17. EXISTING WETLANDS DISTURBED DURING CONSTRUCTION SHALL BE ROTO-TILLED TO A MINIMUM DEPTH OF 4 INCHES AND RESEEDED/REPLANTED. 2 12-09-04 PER TOWN COMMENTS RLB 1 12-03-04 PER TOWN COMMENTS RAM RICHARD L» BOSTON NO. DATE DESCRIPTION BY I LICENSED LANDSCAPE ARCHITECT 2 3/8" T PLAN VIEW FULL PAVER SECTION NOTE: 1. PROVIDE & INSTALL BOLLARD PAVER "BURGUNDY WINE" MODEL 01-0316 MODULAR CONCRETE PAVERS AS MANUFACTURED BY RHINOX OR AN APPROVED EQUAL. FINAL PAVER PATTERN AND COLOR SELECTION TO BE APPROVrD BY OWNER. 2. CONC. PAVERS TO BE INSTALLED IN ACCORDANCE TO MANUFACTURER'S RECOMMENDATIONS. 3. UPON COMPLETION OF INSTALLATION PAVERS SHALL BE CLEANED AND SEALED PER MANUFACTURER'S RECOMMENDATIONS. CONCRETE PAVERS NTS CONCRETE MODULAR PAVERS CONNECTiCUT LICENSE NO. 568 WILDFLOWER MEADOW MIXTURE 1__.__MEADOW MIXTURE SHALL BE EQUAL TO NEW ENGLAND WILDFLOWER MIXTURE AVAILABLE THROUGH NEW ENGLAND WET PLANTS, INC.. AMHERST, A (' - A -I 11 It�1�TTl MA3J)A ,t"1UJt 1 IJ (413-256-1752). ALTHOUGH THE MIXTURE INDIVIDUAL PERCENTAGES WILL VARY SLIGHTLY THE MIX INCLUDES THE FOLLOWING SPECIES: MEADOW FESCUE FESTUCA PRATENIS LANCE -LEAVED COREOPIS COREOPUS LANCEOLATA LITTLE BLUESTEM ANDROPOGON SCOPARIUS PARTRIDGE PEA CHAMAECRISTA FASCILATA INDIAN GRASS SORGHASTRUM NUTANS ROUNDHEAD BUSH COVER LESPIDESA CAPITATA NOTE: WILD BLUE LUPINE LUPINUS PERT—. FOR WILDFLOWER/GRASS AREAS. WILDFLOWER MIX TO BE USED WITH WITH OI A/"�V rvrn c^I I(^AAI OL.MUN-C i CU JUJAIV �rl�r-�rr„il w , KtUtStI,KIA 1-IIR IA ECHINACEA PURPUREA _ __. PERENNIAL RYEGRASS AT THE FOLLOWING BLEND: PURPLE CONEFLOWER CANADA WILD RYE ELYMUS CANADENSIS WILDFLOWER MIX: 2 OZ. PER 1000 S.F. OX-EYE SUNFLOWER HELIOPSiS HELIANTHOIDES PERENNIAL RYEGRASS: 1 LB. PER 1000 S.F. CANADA GOLDENROD SOLIDAGO CANADENSIS NEW ENGLAND ASTER ASTER NOVAE-ANGILAE BLUE VERVAIN VERBENA HASTATA BEARD TONGUE PENSTAMON DIGITALIS SHOWY TICK -TREFOIL DESMODIUM CANADENSE BUTTERFLY MILKWEED ASCIEPIAS TUBEROSA COMMON MII KWFFO AS(`IPPIAC c_vRIACA GRASS -LEAVED GOLDENROD EUTHAMIA GRAMINIFOLIA ZIG-ZAG ASTER ASTER PRENANTHOIDES BUSH CLOVER LESPEDERA BICOLOR WILD BERGAMOT MONARCiA FISTULOSA LANDSCAPE PLANTING SCHEDULE QTY. KEY BOTANICAL NAME COMMON NAME SIZE TYPE REMARKS: 11 AR ACER RUBRUM 'FRANKSRED' RED SUNSET MAPLE 2"- 21/2" CAL. B&B PLANT AS SHOWN (75`HT-40W) 3 AS ACER SACCHARUM SUGAR MAPLE 2"- 21 /2" CAL B&B PLANT AS SHOWN (75'HT-40W) 17 AG AMELANCHIER 'VAR.' AUTUMN BRILLIANCE SHADBLOW 5'-6' HT CONT. MULTI -STEM (20'HT-15'W) 4 BP BETULA PLATYPHYLLA JAPANESE WHITE BIRCH 11 /2"-2" CAL B&B SINGLE STEM (30'HT-20'W) 11 BN BETULA NIGRA RIVER BIRCH 11 /2"-2" CAL P,%B MULTI -STEM (4dHT--40'W) 5 CK CORNUS KOUSA KOUSA DOGWOOD 11/2"-2" CAL B&B PLANT AS SHOWN (20'HT-20'W) 4 LS LIQUIDAMBAR STYRACIFLUA FRUITLESS SWEETGUM 2"-21/2" CAL. B&B PLANT AS SHOWN (60'HT-40'W) 9 MSR MAGNOLIA STELLATA 'ROSEA' PINK STAR MAGNOLIA 6' HT. B&B PLANT AS SHOWN (12'HT-10'W) 20 MB MALUS BACCATA SIBERiAN CRABAPPLE 11 /2"-2" CAL B&B PLANT AS SHOWN (18'HT-15'W) 10 MF MALUS 'PRAiRE FIRE' PRAIRIE FiRE CRABAPPLE 2" CAL B&B PLANT AS SHOWN (15'HT-18'W) 7 PA PLATANUS X ACERFOLIA LONDON PLANETREE 3" CAL B&B PLANT AS SHOWN (70'HT-60'W) 3 PC PYRUS CALLERYANA ARISTOCRAT PEAR 3" CAL B&B PLANT AS SHOWN (30'HT--20'W) 1 QR EVERGREEN TREES QUERCUS RUBRUM RED OAK 2"-21 /2" CAL B&B PLANT AS SHOWN (60'HT-60'W) 16 AB ABIES BALSAMEA BALSAM FIR 6' HT B&B PLANT AS SHOWN (4WHT-20'W) 13 AF ABIES FRASERI FRASER FIR 5'-6' HT B&B PLANT AS SHOWN (45'HT-25`W) 12 AF2 ABIES FRASERI FRASER FiR 15' HT B&B PLANT AS SHOWN (45'HT-25'W) 1 10 ILEX OPACA 'GABLE' GABLE AMERICAN HOLLY 6' HT B&B MALE (40'HT--20'W) 6 IOH ILEX OPACA 'MISS HELEN' MS. HELEN AMERICAN HOLLY 6' HT B&B FEMALE (40'HT-20'W) 5 PA2 PICEA ABIES NORWAY SPRUCE 15' HT B&B PLANT AS SHOWN (80'HT-40'W) 16 PG PICEA GLAUCA WHITE SPRUCE 6' HT B&B PLANT AS SHOWN (40'HT-15'W) 16 PG2 PICEA GLAUCA WHITE SPRUCE 15' HT B&B PLANT AS SHOWN (40'HT-15'W) 9 PN PINUS NIGRA AUSTRIAN PINE 5'-6' HT B&B PLANT AS SHOWN (60'HT--30'W) 5 PS2 PINUS STROBUS EASTERN WHITE PINE 15' HT B&B PLANT AS SHOWN (80'HT-40'W) 29 TO SHRUBS THUJA OCCIDENTALIS 'EMERALD' EMERALD ARBORVITAE 6' HT B&B PLANT AS SHOWN (10'HT--3'W) 2 A AMELANCHIER CANADENSIS SHADBLOW 4'-6' HT CONT. MULTI -STEM 3 CO CEPHALANTHUS OCCIDENTALIS BUTTONBUSH 3'-4' HT CONT. 6' O.C. 27 CAE CORNUS ALBA, VAR. VARIEGATED DOGWOOD 2'-3' HT CONT. 6' O.C. 7 CA2 CORNUS AMOMUM SILKY DOGWOOD 2'-3' HT CONT. 5 CS CORNUS SERICEA REDOSIER DOGWOOD 2'-3' HT CONT. 32 CA COTONEASTER APICULATA CRANBERRY COTONEASTER 15"-18" HT CONTI SPRING ONLY 107 IC ILEX CRENATA 'VAR.' GREENLUATER JAPANESE HOLLY 2'-3' HT CONT. 38 IG ILEX GLABRA 'COMPACTA' COMPACT INKBERRY 2'-3' HT CONT. 12 JH JUNIPEROUS HORIZONTALIS 'VAR.' BLUE RUG JUNIPER 18"-24" SPRD CONT. 5' O.C. 9 Pi PIERIS JAPONICA 'VAR.' DORTHY WYCOFF PIERIS 24"-30"' HT CONT. 14 RB RHODODENDRON 'BOULE DE NEIGE' BOULE DE NEIGE RHODODENDRON 24"-30"' HT CONT. 21 RC RHODODENDRON 'CAROUNIANUM 'ALBUM' WHITE CAROLINA RHODODENDRON 24"-30"' HT CONT. 35 RCA RHODODENDRON 'CATAWBIENSE 'ALBUM' CATAWBIENSE WHITE RHODODENDRON 24"-30" HT CONT. 38 RCP RHODODENDRON 'CATAWBIENSE 'PINK' CATAWBIENSE PiNK RHODODENDRON 24"-30"' HT CONT. 11 VC VIBURNUM CARLESII KOREAN SPICE VIBURNUM 18"-24" HT CONT. 5' O.C. 7 VDP VIBURNUM DENTATUM NORTHERN ARROWOOD 18"-24" HT CONT. 5' O.C. z CA CALAMAGROSTIS X ACQUTiFLOA, VAR. K. FOERSTER FEATHER REEDGRASS #2 CONT. AS SHOWN 146 HS HEMEROCALLIS, VAR. STELLA DE ORA DAY LILY •#1 CONT. 24" O.C. 120 HE HOSTA SIEBOLDIANA 'ELEGANS' ELEGANS HOSTA #1 CONT. 24" O.C. 7 PA3 PENNISETUM ALPOECURIODES 'HAMELIN' HAMELIN FOUNTAIN GRASS #1 CONT. 24" O.C. II`' Tel. 860.291 • 8755 ® 0 Fax 860.291.8757 esign , inc,_ nc, civil engineers • planners surveyors landscape architects • gig • gps 165 South Satellite Road, South Windsor, Connecticut 06074 LANDSCAPE DETAILS DESIGN.• RLB I DRAWN.• MHA I CHECKED. • RL8 xg No.: 1687 1 DATE.• November 2, DRAWING NO.: 1687/1687-L5.DWG OWNER APPLICANT,: CORNER MEADOW, LLC 40 WiNDY HILL ROAD SOUTH WINDSOR, CT 06074 TEL: (860) 282-1751 PREPARED FOR: RIVER WALK R235 SULLR V AN A IE lJ E SOUTH WINDSOR CONNECTICUT L5 L5 E NMR&M ^J v .v`� tISF wt mom UNIT "BI" FLOOR PLAN saga W • r-a 1720 5.F. UNIT fo12 r—, u Q FRONT ELEVATION scomWa1w UNIT "Dl" FLOOR PLAN se�xi rw . r�o� IQIO 5.l*. UNIT a) u u u REAR ELEVATION �I ��ww�rttr t�rooie� 12 110 u u II twet -Moat �I II RI &HT 51 DE ELEVATION � 77 so" W • Ito" u II LEFT 511E ELEVATION wo"Ws1w u m Q 0 Z _O O r U_ t- U w Z 0 U 0 Q' O u- r tY Q r cn Q w r W w r U) U) r Of w m 0 0 w ryZ Q � uW �W WZ �Z ffw p� Q dS J QL m0 �n } <o } r6- lu }� M -- _> zs JOB NO : 09 M DATE :4-3-04� SCALE : A6 NOTIV DRAWN BY : M 4' �W'1 ww>--M—oZM 50HEME "I7I " FLOOR. PLAN iu%i w I110 5.F. UNIT SCHEME "0" FLOOR PLAN sates W .ECM 1*710 UNIT FRONT ELr-VATION swa�oeKr+Laae �r.�.� � • ��. 5GHEME "D" FLOOR FLAN Sam& W ro I a86 5.F. UNIT �swese�tre�e) � tom' torq'ZA��,A to RI&HT 51D ELEVATION Sao" W•1w ilii�--= _ il1l : iil!'<—.�•.'�". �jii�i"` itMi �ii11' = <: II i LEFT 5117E ELEVATION wo"W■luv i m Ld O Z co a 0 t-- U F- v w z z 0 U Q' O Q I-- Q Q H V) Q w F-- W w a U) t— oc w m 0 cr a IM W� ryZ LIJ UW WZ -Z UCD Q co J C <o >lu Il_1__II > z N O T z JOB NO : 00.1K DATE :4.9-04 SCALE : A6 NOTED DRAWN BY : EP wW>—w—OZM UNIT " B" FLOOR PLAN 1'7414 S.F. UNIT 12 lOr7 Alm FRONT ELEVATION GCAM us• a 1w (5 UNIT "DI" FLOOR PLAIN 90M W • Mr 141`10 S.F. UNIT Kom I I u u u u u u REAR ELEVATION ( I 11" Mom I RI&HT 51DE r-LF-\/ATInN Ll I I LEFT 51DE ELEVATION eel" W s 1w II u m H Q O Z 00 Cl 0 L-- U_ F- U LLJ z z 0 Q 0 LL F- a a ua F- LLL Lu a H cn L— w LLJ m v O M �W �W Wz Jo Ury W C� Q co D- ml p } <o } W� s� UA >_ z in X _ JOB NO : C*Jl K DATE :4*5-04 SCALE : A6 NO= DRAWN BY : M s ._ u LEFT SIDE ELEVATION MOM W .1w BAS04W Rom RI C7HT SIDE ELEVATION u UNIT "A" FLOOR FLAN5 sGN.L� 1/:i" * Ito" 15�i�f 5.F. UNIT (" mtw) I FRONT ELEVATION- (2) 15cici 5.1=. UNITS ;i11M:;1/11j 11/11.A �i u u u REAR ELEVATION SGV" W • 1w u u u I ��eer n.00ie� !RANI FLOM m Q 0 O z O_ O F- U_ H U W z z O U O LL H Q F-- Q LU H W Li ry U) I- W m O ry O {ll ffZ 0 �ff ()W UW co� W Z v,l � _o V Z 0�W Q co V— D- no Iu }lu o B� z N� O �::) l\ VI JOB NO : 09.II41 DATE :445-04 SCALE : As NMM DRAWN BY: 50 MM PLO= UNIT "D" FLOOR PLAN5 SOL&W•r& Ig56 5.F. UNIT FRONT ELEVATION u !� u u REAR ELEVATION SCIN W • IW "M no= II II RIGHT 511DE ELEVATION ww" RW . Iwo u u u LEEFT 51177E ELEVATION mm rl.cm AALK—OUT BASEMENTS Xw>—M—oZw 50HEME "B" FLOOR PLAN $GMA W • W 17014 S.E. UNIT SCHEME "0" FLOOR PLAN gro" ter . W I'7a0 S.E. UNIT SCHEME "B" FLOOR. PLAN sr.Eta r+r" • rw I7ci4 5.F. UNIT VM rLcM FRONT E-LEVATION r rLmleWAZ Vr • iW R�riR 1 REAR ELEVATION W • tLO" RISHT ELEVATION SCA421 tw • ILO° 112 LEFT 5117E ELEVATION W•1w u m W 0 0 z co O_ .O O H U F- U z z O U ry 0 u- F- Q S t- Q w w w w m 0 cr 0 JU 40 -A CIL o > , u <o >tu LLI kb >z 10 JOB NO : 09.II41 MMA,OM I DATE :4.3.04 SCALE : AS N07M DRAWN BY: E D