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05-46P_EXECUTIVE COURT RESUBDIVISION_GOVERNORS HIGHWAY
R SUBDIVISION' --) W T-D-) 4 GOO V TD /r:NTLY 0 rn-MI.J.1 . NOO "o 3�1�U, T'icu WV HIN40)3%U�ID� ����UNN ��, R ��, UT Prepared By: ■ esign rofessionals, ine. ! civil engineers • planners • surveyors landscape architects • CIS • CPS I 165 South Satellite Road South Windsor, CT 06074 (860) 291-8755 FAX (860) 291-8757 FITZGERALD & HALLID", INC. PLANNING CONSULTANTS 72 Cedar Street, Hartford, Connecticut 06106 Tel. ( `, 247-7200 Fax. (860) 247-7206 THESE DRAWIN65 AIM THI: PROPERTY OF DES16N PROFESSIONALS, INC., AND HAVE SEEN PREPARED SPECIFICALLY FOR THE OWNER/APPLICANT FOR THIS MW-C-CT. THEY ARE NOT TO BM USED FOR ANY OTHEM PURPOSE OR SY ANY On -MR PM9014 OR PERSONS NOR Ri=PRODUCED IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF DESK-N PROFESSIONALS, INC. M TOWN rw -- OWNER f APPLICANT: DAVE BROWN 994 FARMINGTON AVENUE WEST HARTFORD, CT 06107 TEL: 236-2595 _ S KEY MAT-11 C= CALE0o 1` 200' e 1 1A �2 -3 4 5 6 7 & 8 L1—L2 L3 Zwlnq Data Block ZONE: I (INDUSTRIAL) ITEM I REQUIRED/ALLOWED I PROPOSED LOt Hrea Lot Width Lot Depth Building Height Lot 'Coverage Impervious Coverage Fro6t Yard Rear; Yard SideYard 20,000 S.F. 100 ft. 150 ft. 2 stories/40 ft. 50% 65% 35 ft. 25 ft. 10 ft. 28,343 S.F. (MIN.) 100' MIN. 226' MIN. <40' <50% <65% 35 ft. 25 ft. 10 ft. NOTE, A WAIVER 15 BEING REQUESTED AS PER CHAPTER 4 SECTION 5.64 OF THE SOUTH WINDSOR SUBDIVISION REGULATIONS I N/F 500' ABUTTER LIST I AIAP', LOT MAILING ADDRESS OWNER 59 3 611 OLIVE STREET, SUITE 1 MAY DEPARTMENT STORES ST. LOUIS, MO 63f011799 60 1 330 GOVERNORS HIGHWAY ELECTRO METHODS INC. 2 400 GOVERNORS HIGHWAY B/ZIER MARCEL 0. 3 994 FARYINGrOM AVENUE BROWN DAVIC A. WEST HARTFORD, CT 06107 4 994 FARMINGTON AVENUE BROWN DAVID A. WEST HARTFORD, Cr 06107 5 550 GOVERNORS HIGHWAY RULN/CK MARTIN 5 560 GOVERNORS HIGHWAY SNUCK ANTHONY G. & 10AM D. 7 PO BOX 280921 FRENCH SOCIAL CIRCLE BLDG ASSN. EAST HARTFORD, CT 06128 8 PO BOX 280921 FRENCH SOCIAL CIRCLE BLDG ASSN. EAST HARTFORO, CT 06128 10 PO BOX 300 HALE REALTY LLC MANCH£ST£R, CT 06045 '. 11 55 SUMMER STREET BJKB LLC MILFORD, CT 01757 12 455 GOVERNORS HIGHWAY RYAN KATHLEEN T. 13 330 GOVERNORS HIGHWAY ELECTRO METHODS INC. 14 330 GOVERNORS HIGHWAY ELECTRO METHODS INC. 15 1350 BLUE HILLS AVENUE SILVESTER, RICHARD TRUSTEE BLOOMFIELD, CT 06002 16 PO BOX 1065 330 NUTMEG ROAD SOUTH LLC 23 611 OLIVE STREET, SUITE 1 MAY DEPARTMENT STORES ST. LOUIS, MO $31011799 24 1350 BLUE HILLS AVENUE SILVESTER, R/CHARD TRUSTEE BLOOMFIELD, CT 06002 25 25 LOVELACE DRIVE HOFFMAN ROBERT L. WEST HARTFORD, CT 06117 26 7 FOX HILL ROAD RYCON PROPERTIES LLC 61 1 100-25 DOBSON ROAD A✓ST SOUTH WINDSOR LLC VERNON, Cr 06066 120 596 GOVERNORS HIGHWAY BUTLER DERRICK J. & CARINA L. 21 584 GOVERNORS HIGHWAY ROND/NONE, STEVEN i 22 570 GOVERNORS HIGHWAY LAPACHELLE, PETER j 23 100-25 DOBSON ROAD A✓ST SOUTH WINDSOR LLC VERNON, CT 0606E 27 PO BOX 1164 TEMPLE B£TH H/LLEL 71 22 300 GOVENORS HIGHWAY ELECTRON TECHNOLOGIES CORPORAT/ON 72 8 560 NUTMEG ROAD PERLROTH 10RDAN & ELAINE 9 PO BOX 1065 TORR/NG RD ASSOCIATES LLC 10 100-25 DOBSON ROAD A✓ST SOUTH WINDSOR LLC VERNON, CT 06066 11 330 MAIN STREET SOUTH SEA COMPANY INC HARTFORD, CT 06016 12 28-40 31ST STREET 555 NUTMEG RD NO REALTY LLC LONG ISLAND STREET LONG ISLAND CITY, NY 11102 SHEET INDEX COVER SHEET"KEY MAP/LOCATION PLAN 100' SCALE KEY MAP EXISTING CONDITIONS/PROPERTY SURVEY PLOT PLAN TOPOGRAPHIC PLAN REV: AU6105T 01, 2006 SEDIMENTATION & EROSION CONTROL PLAN PLAN/PROFILE PINAREV R- MARCH 1, 2006 EV: 30, 2005 DETAIL SHEET REV: REV: NOVEMBER 4, 20055 OCTOBER 25, 2005 LAN D S C A P E PLAN Imo: REV: OCTOBER 4, 2005 5EPTEM15ER 15, 2005 LIGHTING PLAN REV: SEPTEMBER 5, 2005 DATE: JUNE 30, 2005 SHEET 1 G: /JOBS/'732,/'73S-GOVr=RSDWC a 71-22 72-12 72-11 60--1 59--3 MAP LOT MAfUNG ADDRESS OWNER 59 3 611 OLIVE STREET, SUIT£ 1 MAY DEPARTM Sr. LOUIS, MO 63fOf1799 SNIM 60 1 330 GOVERNORS HIGHWAY £LECTRO METHODS INC. 2 400 GOVERNORS HIGHWAY BIZIER MARCEL O. 3 994 FARMINGTON AVENUE BROWN DAVID A. WEST HARTFORD, CT 06107 4 994 FARMINGTON AVENUE BROWN 0AV10 A. WEST HARTFORD, CT 06f07 5 550 GOVERNORS HIGHWAY RULNICK MARTIN 6 560 GOVERNORS HIGNWAY SNUCK ANTHONY G. * JOAN D. 7 PO BOX 280921 FRENCH SOCIAL CIRCLE BLDG ASSN. EAST HARTFORD, Cr 06128 8 PO BOX 280921 EAST HARTFORD, CT 06128 FRENCH SOCIAL CIRCLE BLDG ASS14 /0 PO BOX 300 HALE REALTY LLC MANCHESTER, CT 06045 11 55 SUMMER STREET BJKS LLC MILFORD, CT 01757 12 455 GOVERNORS HIGHWAY RYAN KATHLEEN r 13 330 GOVERNORS HIGHWAY EL£CTRO METHOOS INC. 14 me GOVERNORS HIGHWAY ELECTRO METHODS INC. 15 IJ50 BLUE HILLS AVENUE SILVESTER, RICHARD TRUSTEE BLOOMFlELD, Cr 06002 16 PO BOX 1065 330 NUTMEG ROAD SOUTH LLC 23 $11 OLIVE STREET, SUITE 1 MAY DEPARTMENT STORES ST. LOUIS, MO 631011799 24 /350 BLUE HILLS AVENUE S14VESTCR, RICHARD TRUSTEE BLOOMR41LO, CT 06002 25 25 LOVELACE DRIVE No.-rwN ROBERr L. WEST HARIFORD, Cr 06117 25 7 FOX HILL ROAD RYCON PROPERrMS LLC 61 1 100-25 DOBSON ROAD AJST SOUTH WINDSOR LLC VERNON, Cr 06066 20 596 GOVERNORS HIGHWAY BUTLER DERRICK J. Q CARINA L. 21 564 GOVERNORS HIGHWAY RONDINONE, STEVEN 22 570 GOVERNORS HLGHWAY LAPACHELLE, PETER 23 100-25 DOBSON ROAD A✓ST SOUTH WINDSOR LLC VERNON, Cr 06066 27 PO BOX 1164 T£MPL£ BETH HILLEL 71 22 300 GOVENORS HIGHWAY ELECTRON TECHNOLOGIES CORPORATION 72 8 560 NUTMEG ROAD PERLROTN JOROAN t ELAINE 9 PO BOX 1065 TORRING RO ASSOCIATES LLC 10 100-25 DOBSON ROAD AJST SOUTH WINDSOR LLC VERNON. CT 06066 1f 330 MAIN STREET SOUTH SEA COMPANY LNC HARTFORD, Cr 06016 11 28-40 31ST STREET 555 NUTMEG RD NO REALTY LLC LONG ISLAND STREET LONG ISLAND CITY, NY 11102 oz n x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY Z K i LOCATIONS AS SHOWN, ARE BASED ON INFORMATION. ALL EXISTING UTILITIES SHOULD AVAILABLE } rn j BE FIELD VERIFIED PRIOR TO CONSTRUCTION. I 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. �I 72-8 0 N 60--25 0 60-24 VU� Q O c� w 60-23 � z ZONE: I (INDUSTRIAL) ITEM REQUIRED/ALLOWED PROPOSED Lot Area 20,000 S.F. 28,343 S.F. (MIN.) Lot Width 100 ft. 100' MIN. Lot Depth 150 ft. 226' MIN. Building Height 2 stories/40 ft. <40' Lot Coverage 50% <50% Impervious Coverage 65% <65% Front Yard 35 ft. 35 ft. Rear Yard 25 ft. 25 ft. Side Yard 10 ft. 10 ft. REVISIONS 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 9-15-05 IMPRESSION SEAL AND ORIGINAL SIGNATURE I NO. DATE OF THE PROFESSIONAL ENGINEER/SURVEYOR. a L x 72-9 72-10 60--3 60-26 � 15 � 14 I 13 10-4 12 GOVERNOR'S HIGHWAY 60--15 60--16 OWNER/APPLICANT: DAVE BROWN 994 FARMINGTON AVENUE WEST HARTFORD, CT 06107 TEL: 236-2595 60-14 60-11 60-13 I 60--12 0 M GRAPHIC SCALE 100 0 So 100 20D ADD ZONING DATABLOCK/OWNER NAME PKMI' 1 inoh = 100 M DESCRIPTION O O a a 60-10 (:D O nowl'" O O a 2 1 1 I 1 i I. ! Tel. 860.291 • 8755 Fax 860.291 • 8757 KEY tiVUA civil engineers • planners • surveyors DESIGN.- DRAWN.• MHA CHECKED.• G85 landscape architects • gis • gps JOB NO.: 738 DATE.• 9108105 165 South Satellite Road, South Windsor, Connecticut 06074 DRAYW/NG NO.: SERVER/JOBS/738/738—COvER.dW4(SHEE 61-23 N 6 0-- 7 61-20 COMPILAMN PLAN PREPARED FOR: EXECUTIVE ItCAC)URT Ol l 1{ \\ r\IhOR, c O\\l i li t 1 ON w, 61-21 61-27 11 / _ —�'_ „ •" •?'"'i � � �,' LEGEND IIt� `- �.,, + ^ w^ +_ "�-- .--w-- --""' 1 -- ',, _' " ` ,� ,,-,:"""'_ _ _ ,,�`, w_ , w,• ._ _ 0 EXISTING IRO 11 �1`� _=�M.e�-ti ../� -�-•....... -- �' �� _ �� w_ �� -e- EXISTIN��9w" t _ = EXISTING CATCH BASIN AND PIPE _ _ CYICTI&,,- CAn11TAbV II AAI(.�nt r- AAtr'% r'kfr')r- �� _�+�Y �Y —• ``�` � -� +•--.. - /I � � ' r" - - "�' = - i./\IJ 11{VV J/1FV11/'1i\ t 1Vf/11VR\JL.G N{VLJ itI'G EXISTING WATER MAIN AND HYDRANT / , i STONE WALL ® DUMPSTER PAD '"'`'�-�•..,... _ _. _ .'_ . ' r - %� ---3o EXlyrIP44i CONTOUR \ �EA41POT GRADE rr _.�. _ .lames-_ _ +/7Jw..jY,s7 11/ r,""��c -""'awl `.""" �.�•+...wYT` � - \ L.A 1IN 1_IIV C. '�(� - _`' " �=""' �••i.....,. `�•�•.....,.,, f E TING PRO R L NE �� `' ' w - •- -. ���``'`""�� "Oft � 100 � FL00 N Bi\JUNDAR Il1Q ; I t �"'""� '�..t"'"' _' _ __ •�• 71.9 R - D \AREA �`"'"" •"" """` -, s"�'.-`'f'1 n.f \+�.Cl: \ ,Qj-- ANri(z t!.. ♦ I) � ,. � �F r .,.1'Y�� A'`` l.:i�SA/ ` .,,.r""."""'y.• .,,nw .,,� K 1Y i, ° � �i/:�t_ { •�•• . A 1` t t` Ito cri _ . w � " ^—"=`-•�.=_:. `� „ ,.. ; t —••.., kit EXISTING ; . - _ _�-,--;,`V~V�'�il-"�`"""'". •'� i� r' ` C .►���� POND 1 -"' ___vVww�v 'r� .., S I il'F: ♦ r .. ... /, ( t t 1 f + ^ � + ' '. '- ~ `~ `. „ _.• ��. '+ w �y,,,,,� 1,.t.rt0 � �.«iY / .tl,: 'i.».a / .,, / ( 1 ,. -� •' wI+ w,,. w.., wr ... ...,.,., .... ,,,,.... w � .. i ' \ nt 1 / \ , r ,� ('� " ♦ 1 � -i % aw .r✓ .rr `' r+r ., � ^+ ,%aA .o..I,,,, / 1 � \ ` 01 11111141 1 I 1 i . t `- I 1 , , t t / �'/ice' w,,,,."'....+ """"'�,,,r �` i 1il ..,.. ,.,.0 ..�„� �y� ,. �" •.» ..� •s + - ,.,, � I - will 101, LU i1, - - „_„ _ , , .. ` ,•o ` ( "' (n $11 \ ,.,.r.• ^^"' / 1 /ter....... .tS/ti - .. ` ` "."` : • •"• // / `w I • / 1 ` ' 00, a%,[�' " '_.... 96 t• n, .-,-. �^ ,. , � . ^ J t 111( t r ' 98- t It•� I r -,a�' ---.�� a-. .yam. . I �t t � t 1 r ` `t � ► � 1 ji"� ` "// ` � i � `. u�*� ` �a-I���y.,_� .-....,,,,,` ---�-��'" t� .',t^ 1 I�t11 1 i 1 y t t 1 f t t t t♦ ` t J �f J` �"� r... � / /I' • � ~` ',�, % � ../ �� /� ; ` t 1 j � .�..• �""'" +•"'.� pw� r c � ••' ;"". "'"""'r w..�..�..►�.,��.�~' ----"� . It t y'� ( i 1 `1 �... -•- � ` 1 � = ''! / � wA � I' � � ` ` f r Q r"' • �� , �t tD. �6 Fj' !aG`��+a, """M . ,._• -__ ; t 1 (�tt1 VQRN�', �r J ,'/ /' / ```' / \ /F d1,%►/ / ,.,77 • `��/ .W[" 1 ` PLrY"'' •r.. ,'"! 11 r � � tl Lt+ V,' � ,k O •�"' ,. ' \� `� � � `'��,..:,,, ` ^ �„/ ' / / / , / 1 � / / /' ...••«.r.` I I r ' � ` ,�,.. .. i t ?fit 1 + �a`ae"�°>✓,` r ` f `J` r • [� % f / t \ ij • CD t r { i r1+�,��• " J 1 i ° ♦ ��,. '' r ; ♦8'' ; r r { , a !r ARCL 0• I `t ' \ 1 ♦\'`, ♦' ',' `; ; " F ! /'• //� *.7yj r \ y t , ' ! ' y,..� 1 ► tr �i4 F M t . ;} , (I 4 r r t a- 1 N/ /�_ � I 1 ( i ri �1� .. • • • 1 / �./I a 1`, •fit , J t / �, 3 i , l �` • �; I tr\O;�`, ��� �„ f �_M \ • r / / ��: - . - �/ ♦ jQ i rr .� 1 t /� `' r♦` ./ �} • �,_ _ _ �-- t�--.....: � ,...,�„ % � — �� ' o� �} L Q r r � / , :��i• ., , NpR�N ` � `.•.. -•• ,..,,, .......,.w � � (P � 1 �} _ - I►- _ � __-'C-_,.,t.�5 ,r " .�'" '� --^— �_"'v .._'"-^-._•� � 1 �' �'� ♦' 1�1 �' 1 � � /"" ''"" �-+ � % �'' � � I /I � �S a'.0 � `` '�-• ".-_._ � � w � "'�• _ .may et o ,.10. 6Q t.��< .ry, F �• `,.....i`'i ^� +Q``�.♦ �y. S((JJ •Y.fYh,M A NOTES: ` - p}4`�-2B4-. 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. �. WL I LANUS UkPI(, I LU HLRLUN WLRL F LAGGLU B Y KEMA LGULOGICAL SERVICES LLC. �+ v ON OR BEFORE 9--21---99 AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. MAP REFERENCES: 1. BOUNDARY SURVEY -- PROPERTY TO BE CONVEYED TO DAVID A. BROWN -- GOVERNORS HIGHWAY & NUTMEG ROAD, SOUTH WINDSOR, CONNECTICUT SCALE 1 "=80' DATE: DECEMBER 4,1985 BY REESE G. ROBERTS, WINDSOR CONNECTICUT 2. BOUNDARY SURVEY LAND OF DAVID A. BROWN SOUTH WINDSOR, CONNECTICUT PROJECT 87-408A, DATE 3-•-.04--88, SCALE 19-10OFt. SHEET 1 OF 9 FUSS&O'NEILL 3. PROPERTY MAPPED FOR RAYCON INC., GOVERNOR'S HIGHWAY, SOUTH WINDSOR CONN. SCALE 1 "=100' DATE SEPT. 7, 1966 REV TO FEB 21 1967 HAYDEN L. GRISWOLD C.E. n ;; z m 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. REVISIONS 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 10-4-05 PER TOWN COMMENTS KMI 1 9/08/05 GENERAL REVISIONS MHA 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DA TE DESCRIPTION BY THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b--1 THRU 20--300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-3. TO BEST OF MY KNOWLEDGE ND BELT F, THIS MAP IS S BSTANTIALLY CORRECT AS NOTED HEREON. tA'u-'L Lt-z— -'L 12327 LAWRENCE R. GEISSLER, JR. LIC. No. GRAPHIC SCALE so 0 40 go 180 1 inch :: 80 it. � M I I I 4 1 / Fmj Tel. 860.291 •8755 I� Fax 860.291.8757 esign rofessionals, ine, icivil engineers • planners . surveyors iandscap q architects • gis • gps 165 outh Satellite jZoad, South Windsor, Connecticut 06074 I' ' ---- �_ 0,11I DEPENDENT RESURVEY PREPARED FOR: COM719ma EXEC UTI t,'T CX 10FUR T i DES/GN.•KM/ AK9V.• GLGY CHMEl , RPM GOVIERNOR'S lt7tJ IGHWA•1S' ,loa NO.: 0738 i DA �: 2/7/05; �S DRAWNG NO.: SER-SOUTH WmDs®}rgq CONMICTICUT SHEET 2, z 0 z rn m I N66.16'46"W I N/F ALBERT J. SCHNEIDER o' S• ' N66°16'46"W 1159.36' 788.22' S66'16'46"E r I / 10.4'43'16„E 5 .00' ijIiro o l p i' --•- 684.83' 1 3- 6b o '- 1 65�� S65'1 '44"E N66'16 46"W S. , D t O 6� 00 15.00' N7 4'29' 36 t15._ 75.00' t� 10' S Y EASEMENT SCHEDULE j NSE OF R 1 I p GO F P� O`'O� � I 1 TYPE GRANTOR GRANTEE DATE FILED VOL./PAGE I STREET TREE EASEMENT DAVID BROWN TOWN OF SOUTH WINDSOR 03 17b SO \ I �O�N DRAINAGE EASEMENT/RIGHT TO DISCHARGE DAVID BROWN TOWN OF SOUTH WINDSOR ERIGHT TO DISCHARGE DAVID BROWN N/F LOT 1 E) RIGHT TO DISCHARGE DAVID BROWN N/F LOTS# 1, 2 & 5U_ to E) RIGHT TO DISCHARGE DAVID BROWN N/F LOTS# 1, 2 &40 C� + 1 }� +M�o z GRIGHT TO DISCHARGE DAVID BROWN N F L TQ OF SOUTH WINDSOR ` a cv / OTS# 7, WN �j � II z j I lk I1 RIGHT TO DISCHARGE DAVID BROWN N F LOTS 6• TOWN OF SOUTH WINDSOR I 1 / # , IN RIGHT TO DISCHARGE DAVID BROWN N/F LOTS# 1,2,4,5,8,9,10,12,13,14&16; T.O.S.W. w PHASE 1= �• / �1 RIGHT TO DISCHARGE DAVID BROWN N/F LOTS# 1,2,4,5,7,9,10,12,13,14&16; T.O.S.W. DETENTION BASIN OUTLET TO BE DE GNED' BY OTHERS `''�� O ( ) 1 t� ,- `� ` DRAINAGE SWALES ' a w / C I RIGHT TO DISCHARGE DAVID BROWN N/F LOTS# 1,2,4,5,7,8,10,12,13,14&16; T.O.S.W. WALKING PATH `� zl tii I WETLANDS MITIGATION AREA I ,oa �Q *O RIGHT TO DISCHARGE DAVID BROWN N/F LOTS# 1,2,4,5,7,$,9,12,13,14&16; T.O.S.W. LOTS: 12-17 �� * ,z RIGHT TO DISCHARGE DAVID BROWN N/F LOTS 1 2 4 5 7 8 9 10 13 14&16• T.O.S.W. H SE 2= ` a, a * t3 RIGHT TO DISCHARGE DAVID BROWN N F LOTS 1 2 4 5 7 8 9 10 12 14&16• T.O.S.W. EXECUTIVE COURT CONSTRUCTION WITH SIDEWALK ON ONE SIDE I I'-. I• /' u 5 . O / # , , > > > > REMAINING SWALE & CULVERT �• �, • •� 45.41 1-rT i� o a9.73' LOTS: 1-11 c�v C,4 f✓ * �-t4 RIGHT TO DISCHARGE DAVID BROWN N/F LOTS# 1,2,4,5,7,8,9,10,12,13&16; T.O.S.W. z " •2g 36 WN I N74 � ► I *E)RIGHT TO PEDESTRIAN ACCESS � /•'" to RIGHT TO DISCHARGE 1 1 .00 ,s, � , DAVID BROWN N/F LOTS# 1,2,4,5,7,8,9,10, 2,13&14; T.O.S.W. / 1 � MONUMENT TABU I ' RIGHT TO DISCHARGE DAVID BROWN N F LOTS 1-17• TOWN OF SOUTH WINDSOR / e F I CJ • f M N 863020.738 RIGHT TO DISCHARGE DAVID BROWN N/F LOT#15 o� E 1043032.718 I / ` O (0 o • M2 N 863072.6426 i ,• o RIGHT TO DISCHARGE DAVID BROWN N/F LOTS# 1-17; TOWN OF SOUTH WINDSOR OC) I + I E 1042913.5292 I M3 N 863066.8015 n E 1043014.6031 /s' 11 / 15 ACCESS/UTILITY EASEMENT DAVID BROWN N/F LOT#2 ,•�, e , M4 E $0420959?593 N " R \ e 15 ACCESS/UTILITY EASEMENT DAVID BROWN N/F LOT#1 M5 N 863167.72434 .47 O N f E 1043058.5533 ( `� ' / 15' ACCESS UTILITY EASEMENT DAVID BROWN N F LOT 13 J M6 N 863191.7353 I t° 3"7fa Ci n e / / # E 1043003.5672 `4 ' I r I I M7 N 863357.9456 Ii / h13 15 ACCESS/UTILITY EASEMENT DAVID BROWN N/F LOT #12 ! / LEGEND E 1043084.7824 to F _8 20' ACCESS/UTILITY EASEMENT DAVID BROWN N/F LOTS #15, #16 & #17 IRON PIN TO B SET ( + M8 N 863349.7608 6 * �� I E 1043025.3432 h ■ MONUMENT TO 6E SET � 10 5Y M9 N 863445.4786 t * ,a 20 ACCESS/UTILITY EASEMENT DAVID BROWN N/F LOTS #14, #16 & #17 O EXISTING MONO ENT I E 1043072.7290 1 rn� ® EXISTING IRON �IN f M10 N 863437.2938 •'` •4 j 11 I E) 15' ACCESS/JTiLITY EASEMENT DAVID BROWN N/F LOT #17 EXISTING UTILITY POLE f + I E 1043013.2899 I ilk ' � P\N = --M = EXISTING CATCH BASIN AND PIPE + I M11 N 863490.1736 'ACCESS/UTILITYQFZ 15 = � = EXISTING SANITARY MANHOLE AND PIPE t ! I f E 1043084.5551 3~-9 �I an 15 EASEMENT DAVID BROWN N/F LOT#16 •(pOF �p� PROPOSED PROPERTY LINE M12 N 863477.0755 I II I Ft\0 J R --- EXISTING PROPERTY LINE E 1042989.8954 \N P` 4' STONE DUST PATH - REGULATED ARA M13 N 863346.4844 t, o (� (SEE DETAIL) • • INLAND WETLANDS , E 1042284.707 " M14 N 862980.9265 0 r ® WETLANDS CONSERVATION EASEMENT S66'So 36 E ___ _ 4-17 4-1s E 1043124.1371 N °Y 765.42' S66'51'39"E_ N 3-17a 287.91 Z _ ' N 191.63' S66° 39"E 15�0 1 00 /o '3-16a I' 16 ,73' (CO SE AT N Age �Yf o " S66S1'39E S66 111.58' S0 E E 110.00 w` 10 19163 191.69 176.68 DRAINA SEMENT - 11 i 0 NOTES 3-15 3-14 a S66.28'04"E (221.58' TOTAL) b 1. ALL MONUMENTATION FOUND OR SET oc 0N\`' 171.64' (EASEMENT '� 3-13 1` IS EPICTED HEREON. t! 3-12 2. LOT AREA=38.59 AC N 25' R. Yt 25' R.Y. A GE o I • " 3. WE ANDS DEPICTED HEREON WERE FL G D N6 25' R.Y. N 6 28'0 4 LOADING DOCK --� W --�_ �1 BY EMA ECOLOGICAL SERVICES LLC. � a) o AREA ON R BEFORE 9-21-99 AND FIELD LOCATED 9+r� BY I ESIGN PROFESSIONALS, INC. N `� $[. ,� 1 I 0) 11 4. ANY ACTIVITY WITHIN THE REGULATED WETLANDS AND/OR 80' pGE`'r�MtiN-(S REGULATED UPLAND REVIEW AREA WILL REQUIRE ADDITIONAL ( i 0 P EPs LO ! N S �' PERMITTING BY APPLICATION TO THE TOWN OF SOUTH WINDSOR INLAND WETLANDS AGENCY/CONSERVATION COMMISSION. \ __ \ � 5. GRADING RESTRICTIONS APPLY TO ALL LOTS WITH RIGHT TO � • \N \ DISCHARGE EASEMENTS, IN ORDER TO PROHIBIT INTERFERENCE SZ15IC • ^ 1 Q WITH THE DRAINAGE CHANNEL. PERIODIC MAINTENANCE WITHIN ,O o . N CJ .` \ J w \N THE EASEMENT AREA IS REQUIRED BY EACH LOT OWNER TO S5 G(',E ME Q'+ I \ + / ENSURE THE ABILITY OF ALL LOTS TO CONTINUE TO DRAIN. 2°�\-�� o (� �� ,� p•C � `- =Q� S' oEss MEND ,�2 I � ' 6. CONFIRMATION TEST PITS ARE TO BE PERFORMED IN AREA OF vT\ FOR # N o N o N ^ o V PG 5E O��'�1. 3 PROPOSED ROADWAY TO VERIFY ADEQUACY OF PAVEMENT DESIGN. \N F P �6 o 0 o 0 0 ! ao O \ I Gtio , ' j� v ' �5�-�`( R OF �, II TEST PIT RESULTS AND FINAL PAVEMENT DESIGN TO BE REVIEWED + M n 1 o \ • } o r ' \ (0 rn �1 AND APPROVED BY THE TOWN ENGINEER. + N C I N N N �cn lJ P` ip M N 3 O � \ WHICH WERE DESIGNED TO RECEIVE FLOW I M / II 7. DRAINAGE SWALES, ( � i o M I p � � I � L•. `1 FROM DRAINAGE AREAS OFF -SITE, ARE TO BE MAINTAINED MOW f I f 1f` GRASSY VEGETATION & REMOVE THE CLIPPINGS) PERIODICALLY SITE DRIVEWAY SERVING I + N cw �M (TWICE YEARLY MINIMUM) BY THE LOT OWNER. REMOVE ALL LARGE WOODY GROWTH AND/OR DEBRIS THAT MAY AFFECT THE FLOW OF f MULTIPLE LOTS/OWNERS ARE z I cn WATER OF THE STABILITY OF THE CHANNEL. REQUIRED TO BE CONSTRUCTE[ ' SITE DRIVEWAY SERVING WITHIN ACCESS EASEMENT. MULTIPLE LOTS OWNERS ARE I > f l i. 11 I 4-15 4-14 I REQUIRED TO BE CONSTRUCTED I "' o MAP REFERENCES: j WITHIN ACCESS EASEMENt. I i SITE DRIVEWAY SERVING `4 i. BOUNDARY SURVEY - PROPERTY TO BE CONVEYED TO DAVID A. B 0 - I i MULTIPLE LOTS OWNERS ARE E4-13SITE DRIVEWAY SERVING GOVERNORS HIGHWAY & NUTMEG ROAD, SOUTH WINDSOR, CONNECTI4-12 MULTIPLE CULOTS/OWNERS REQUIRED TO BE CONSTRUCTED RE REQUIRED TO BE SCALE 1"=80 DATE: DECEMBER 4,1985 BY REESE G. ROBERTS35' F.Y. 35' F„ I WITHIN ACCESS EASEMENT. CONSTRUCTED WITHIN WIND RLONNECTICUT I .� 2. BOUNDARY SURVEY LAND OF DAVID A. BROWN SOUTH WINDSOR, C NECTICUT STING fRON PtN 35' F.Y. ACCESS EASEMENT. PROJECT 87-408A, DATE 3-04-88, SCALE 1"=t00Ft. SHEET 1 OF 9 USSdtO'NEILL ? TO BE REPLACED WITH CONC. MON. 3. PROPERTY MAPPED FOR RAYCON INC., GOVERNOR'S HIGHWAY, SOU WINDSOR o CONN. SCALE 1"=100' DATE SEPT. 7, 1966 REV TO FEB 21 1967 HA EN L. GRISWOLD C.E. 1 O 1 �15.00 - - 191.70' I ��� 15.00 15.00' 191.69' 1 15.00 I M 220.00' / / 1 - v S66'51'39"E - T - 1 --------------------3_66- 8�9"i`-----------=----_ F T Gn VFR wn u _C 7Jr1_ u r11' d v- 00 7 8-8-06 PER TOWN ENGR. COMMENTS JAU 6 3-1-06 FINAL PLANS KMI 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2. 4�, EST OF MY KNOWLEDGE A�NBELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.3 �'� 12327 LAWRENCE R. GEISSLER, JR. LIC. No. GRAPHIC SCALE 40 0 20 4o so Tel. 860 • 291 • 8755 , Fax 860.291 • 8757 � esign . . I rofess�onals Inc. , civil engineers • planners surveyors " landscape architects p giS • gpS 165 South Satellite Road, South Windsor, Connecticut 06074 ,� �(vi p�V`� PLAN u- t� N # ; DEPENDENT RESURVEY PREPARED FOR: EXECUTIVE CQUR T ( ®��a ����D�' ��( ��'��'CONSTRUCTION. ®�H ��S®ItB, CONNECTICUT SHEET 5 12-30-05 APPROVAL CONDITIONS KMI A 4 10-25-05 PER TOWN COMMENTS KMI 3 +0-18-05 ADD WETLANDS CONSERVATION EASEMENT JAU ( 1N FEE"f 1 inch = 40 ft. 2 ,0-4-05 - PER TOWN COMMENTS KMI DESIGN.• KMI LiRAWN.' GL WCHECKED: RPM t 9/8/05 GENERAL REVISIONS MHA�'� JOB NO.: 0738 i DATE. June 30, 2005 NO. DATE DESCRIPTION BY DRAWING NO.: SEf I/ER JOBS 0738 738-RLOT.dw Hi 5 .00' N66'16'46"W II I 1 499.18' N/E ALBERT J. SCHNEIDER N66'16'46"W I 3 ,,• N66'I6'46'W N66"W 713.50' 6b g - 6'16'4 MONUME f A L W to. 25' RY 1 N 863020.738 ..... _ ..- _.... _..._ ... _ ...�.+........._••. _...._....+. .• E1043032.718 ' Z--- . ... _ ......_ ... �.... - ......... _ ........ .. ...._ ... _ .. .._ ...._ .....+ ....,, ....r ... _.... ...... _ ... _ _ ......_ ... _ .. _ .... .... _ _ ... _..... _ _ .. . 2 N 863072.6426 �� � • � • • � , �- • 25'• f2Y' .,.,, E 1042913.5292 / M3 N 863066.8015 E 1043014.6031 NOTES: J { IM4 N 863090.7575 -- • ' M5 tN 86316 7243 EXISTING "" r 1 DE ICTI=, HEREON. . ALL M DNUM_ ND OR SEfi `�• \ R E 1043058.5533 --- ' { � � 2. LOT A EA= 8.59 AC � M6 N 863191.7353 �� ` POND .• I � 3. WE IDS £PICTED HEREON WERE FLAGGED E 1043003.5672 I BY R A COLOGICAL SERVICES I.L.C. N ( M7 N 863357.9456 / ON 0 BE RE 9-21-99 AND FIELD LOCATED LL. E 1043084.7824BY 4. ANY E SIGN CTIVIR WITHIN THEREGULATEDWETLANDS AND/OR 80 M8 N 863349.7608 / • i.1..t { E 1043025.3432 C 4 / 3-6 REGULATED UPLAND REVIEW AREA WILL REQUIRE ADDITIONAL - M9 N 863445.4786 J' � io PERMI NG BY APPUCA71ON TO THE TOWN OF SOUTH WINDSOR -• ''1 INLANDWE NDS AGENCY/CONSERVATION COMMISSION. E 1043072.7290 5. GRAD NG RESTRICTIONS APPLY TO ALL LOTS WITH RIGHT 70 M10 N 863437.2938 , V / ' E 1043013.2899 �} J ' / N �� �j1 ^-�--••.DISC ARG4 EASEMENTS, IN ORDER TO PROHIBIT INTERFERENCE + >a Mill N 863490.1736 `\ G� �„,��, R .�•""�r / WITH THE jDRAINAGE CHANNEL. PERIODIC MAINTENANCE WITHIN E 1043084.5551 0 M12 N 863477.0755 / .,,/ ,�1p' 4F pSo . THE EASEMENT AREA IS REQUIRE!) 8Y EACH LOT OWNER T4 \\ RP O'CZ �r1 ENS RE E ABILITY OF ALL LOTS TO CONTINUE TO DRAIN. E 1042989.8954 / O Py 6. CON RMATtON 'TEST PITS ARE TO BE PERFORMED IN THE AREA " M13 N 863346.4844 �''�r 3-+7a \N 50 OF PRO OSE ROADWAY TO VERIFY ADEQUACY OF PAVEMENT E 1042284.707 / O� -----� DESIGN. TES4 T PIT RESULTS AND FINAL PAVEMENT DESIGN TO BE , e1 + Uj v j I M14 N 862980.9265 , �'"REVIEWS AN , APPROVED BY THE TOWN ENGINEER. ` p N ( 1371 / 7- DRAI AGE ISWAL.ES WHICH RECEIVE RUNOFF FROM OFF -SITE o {o d - -�^•-- DRAIN A AR AS, ARE TO BE PERIODICALLY MAINTAINED (TWICE � YEARLY ININUM) BY THE LOT OWNEI# TO REMOVE ALL LARGE x • N /' •"""�' WOODY GROW fI �i AND/OR DEBRIS THAT MAY AFFECT THE FLOW OF } WATER R E STABILITY OF THE CHANNEL { _ V C y w } ,� I. 2 ... �• / �••- 1 � � I� gam\ 6 1 ._. o F / LEGEND { P / 5� I ^ / �\/ • r IRON PIN TO BE SET ©\� \ \ n Q �� • { y . 0 EXISTING MONUMENT n MONUMENT TO BE ET / .,y4�4 \� ��0 \ L O L�.. 7 0 EXISTING IRON PIN / / ^� O %K �P Ca srsij{ { / g EXISTING UTILITY POLE % �j �� k = EXISTING CATCH BASIN AND PIPE•ry _ = EXISTING SANITARY MANHOLE AND PIPE ti \ � I r � r • " PROPOSED PROPERTY LINE / • 10' SY •�•-••-•----- EXISTING PROPERTY UNE y: / i 0 - REGULATED AREA - { t• /+ INLAND WETLANDS NIS 57.27' S66'26'39"E 568.16' TOTA 6' '39"E S66'26'39"E ` WETLANDS CONSERVATIONEASEMENT t 150.1Z' I 10' SY V711 1 10' SY """ `� 15.d1 35.01 180.77 ,ON Ilk S66'28'04"E g 75' f'. Y. S _ •0 ' / • O� '.' 335.00' �, �n $2 0$ ��O cr 25 R.Y. f • '�VP1o. 'cA ' �ci �3 6 Q r- 1 � S� cn. if'> t i� ti 9 C\I NtK �S a� 3- ��j`� "•-.�•.,` •s� os ' �.' \ Qc� �j �� O`,1 j SY \ '^sue , �' s� 0@1 of • \ +p \ 0 .4 S66'28'04" \ �o� �' M� •4C15 5 " 3-5 i •- f �% 548.33, N q'2�I�0 NO \ .O C5 \ 9•g6 �Q o 3-•9 "' \ + R� • A�"�, . �n��L S66,6Y39 2� S66'26'39"E S66'26'39"E 19 37.4 / 108.69' + 150.12 1 �,�E o oo� N$9 y2 -- i 38.66 � t+� o G O� o' c,� �43 /JG" 150.12' 1 P�i ' Z o' " _ o P�.Y S66'2s'39"E M M f v� ` ��,ao 5O •1� �10 S66 2 3 E 1 .01 rq f ��6• Jk� � v� N8 y �• .� � � •�3 ` �" ;d. cv ,,.� � eL w �"..J l N O L N- . ,28sr� oa� i y10 0 gb si 022 O� c� M :- ---•.. 16 .73' CCLT SE A N A3E1 t�v'i tl� t � I Ir f 1� 1 !l�•I III■11t1 I � t � ! !Ii I �P` a� � �3 y29 � d �3y�• � o ;n t� G � r a � a cv z E E 110.00 -- -- gg pp ---• g� p z 4 S66'28'04"E ��� T�Ti4�� (� 0 P� z S66'28'04"E No a' N I S66'2$'04"E (221.5$' TOTAL) 240.00' Z� iv 3--13 4' STONE DUST PATH 248.39' 'r c'6 r , 1 I 3-12 _ - SEE DETAIL 3•-10 f 2 `�'� ��r t4 � � '� � `' 0 ... _ as N66 28'04"W 25' R.Y. ., Y. - N CO l / 25'R `_" j I ell • %� F•- GGE '�ti�;� � �- R- >•; II II _,,r.• C"'1 � •�j`� `` � Q vi i 0' 5Y 2 '28 04 W `,/' Rr�w „`'� �• O G • �.-- 5 2a ';0 1 pf j Q �' GEss 2 1o�s Y. GP- . �s `' S• M ,k9• I \ 1 0 10 SY � f P q P v� PLO w� ,..� � 66'28'04'E N a %�� 5 1� MAP REFERENCES: 0 = may. 1 . ` \N �?,.HM cV 1. BOUNDARY SURVEY - PROPERTY TO BE CONVEYED TO DAVID A. BROWN - 260.86 ,pA�E �M C �� v n _ ft c2:>> t1 F ! LLJJ `o% 1 SCALE 1� 80'IDATEY ECQABERG4 885 8Y SOUTH E ENC.$ROBERTS,EWINDSOR CONNECTICUT � 10' S.Y. cv(� PROJECT 87Y408A,EY LAND OF DATE 3-•04-88NSCALEROWNOOFt. SHEET ET I OSO TH F 0 FUSS&ON4U N v}i N`LO�Jpp9 ,{ �- %\ 1 ��j • ! ( w 0 � � � mac' Q,� >-• � 1 3. PROPERTY MAPPED FOR RAYCON INC., GOVERNOR'S IGHWAY, SOUTH WINDSOR r � ✓ cn >- V) c0 cn _ CONN. SCALE 1 -IO DATE SEPT. 7, 1966 REV TO FED 21 1967 HAYDEN L GRISWOLD C.E. � SITE DRIVEWAY SERVING '- M 3 Q S PROPOSED 20 ,n R5 ARE 4••=�, _SITE DRIVEWAY SERVING O MULTIPLE LOTS/OWNS 4-12 MULTIPLE LOTS/OWNERS o ,n rt i REQUIRED TO RE CONSTRUCTED ARE REQUIRED TO BE Q G ` IN FAVOR OF :- � �' \ Ti�E TOWN M c� / ,,� rn a WITHIN ACCESS EASEMENT. CONSTRUCTED WITHIN J OF SOf1 ►� SITE DRIVEWAY SERVING I TH .TH So, SITE DRIVEWAY SERVING ! to MULTIPLE LOTS/OWNERS ARE 35' F.Y. ACCESS EASEMENT. 35' F.Y. 1 '' MULTIPLE LOTS/OWNERS ARE 4-24-1REQUIRED TO BE CONSTRUCTED o I '"�'�----------��� 35' F.Y - - �p� .�,,�► REQUIRED TO f�E_CnNSTRUC WITHIN ACCESS EASEMENT. � 35 F.Y. WITHIN ACCESS EASEMENT. � t �15 Q0 I5.Odd", . .,,,:•�'"' _____ _. , .� o -__. _ - 35' F. Y. 220.00' 240.00' D h �`a0 1 �3.0'O _.- ._ • -----5 . F. 5662'04"1=- _ 225.86 �2 ( R� h� 00.0'p0" wil_ - - S 99.71' M� 84.81NOR H1, `t_II S66'28 04"E - -- -- 64. 1' �� V'�'.�ZI S! H WA Y �� � � 50.00, PROP. STOP stG i5,00 25.00 200.00' �I PROP. STR ET SIGN u & STOP BAR a '-- M $64' -- ----- - - - - - - -_____ ��r�• �_----------- ---- - ~- _ - EX. WATERMAIN 11 - 080 "E S 3-1-06 FINAL PLANS KMI o q 1. UNLESS OTHERWISE NOTED. EXISTING UTILITY ' ` REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20--300b-20 Tel. 860.291 • 8755 Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN GRAP'HC ® Fax 860 291 8757 �? � DEPENDENT RESURVEY PREPARED FOR: SHEET INFORMATION. ALL EXISTING UTILITIES SHOULD 5 12-30-05 APPROVAL CONDITIONS KMt THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. U I, �� ��{{��(� BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 so-25-05 PER TOWN COMMENTS KMI AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 . 40 O 20 SCALE es n 1J �1�!/'1><L11f 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 10-18-05 40 so A00 WETLANDS CONSERVATION EASEMENT JAU r EXECUTIVE COURT BY A LICENSED LAND SURVEYOR PRIOR TO 74 EST OF MY KNOWLEDGE 13 1 THIS MAP IS SUB TANTIALLY CORRECT AS NOTED HEREON. {� a�jon's3 B CONSTRUCTION. 2 10-4-05 REV. PER TOWN COMMENTS KMI � ne■ INVALID N !T BEARS THE 1 9/6/05 GENERAL REVISIONS MHA 'tx� 1N i"IJEi) DESIGN+•KM! DR�;W,• GLW CHECKED.- RPM 9 3. THIS PLAN IS N LID UNLESS � _ 12327 1 inch - 40 ittw civil engineers planners •surveyors GOVI •NOR, S HIGHWAY YY ' IMPRESSION SEAL AND ORIGINAL SIGNATURE `. ` landscape architects • gis • gps JOB NO.: 0738 DATE.• June 30, 2005 OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY LAWRENCE R. GElSSLER, JR.. LIC. No. ,,.. 16 South Satellite Road, South Windsor, Connecticut 06074 DRAW/NG NO.: S R!/"R JOBS 073$ 738--PLOT.dw SOUTH WINDSOR,®F3EIS:tU'' j z _< x �� 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY r�� 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 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. `O,NN Sf+ y / 19v� O-P stiaum W i6� y 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 c SO' e•co;AREA CODE 860 / 644-2511 November 2, 2005 Certified #70020460000197444316 Design Professionals, Inc. Attn: Karen Isherwood 165 South Satellite Road South Windsor, CT 06074 RE: Appl. #05-46P — Executive Court, L012 Governor's Highway, on the easterly side of Nutmeg Road North and northerly side of Governor's Highway, I zone Dear Ms. Isherwood: At the October 19, 2005 regular meeting, the Inland Wetlands Agency/Conservation Commission approved application #05-46P — Executive Court — IWA/CC application for a rc-subdivision of 38+ acres of property to create 17 lots, stormwater structures, and associated improvement son property located at LO12 Governor's Highway, on the easterly side of Nutmeg Road North and northerly side of Governor's Highway, I zone. This approval is subject to the following conditions: l . One blueprint copy of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission. This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning & Zoning Commission shall be considered having tnet this requirement. 2. The application shall indemnify and hold harmless the Town of South Windsor against any liability, which might result from the proposed operation or use. 3. The permit is valid for five years and shall expire on October 19, 2010. It is the landowners)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 4. All approvals required must be obtained and submitted prior to any activity on the site. 5. A contact person shall be identified on the plans. Executive Court November 2, 2005 Page 2 6. A control plan to eliminate the phragmites on the site shall be added to the plans. 7. The deep water edges of the basin shall be modified to provide more shallow water area for appropriate planting. 8. Shallow water edges shall be planted with appropriate plantings as approved by town staff. 9. A wetland planting plan will be developed by the Environmental Consultant and reviewed and approved by town staff. 10. We recommend a bond in the amount of $5,000 be submitted to the Planning & Zoning Commission to ensure compliance with the erosion and sediment control measures. 11. We recommend a bond in the amount of $15,000 be submitted to the Planning & Zoning Commission to ensure establishment of wetland plantings and mitigation. Very truly yours, INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION Eliz A. Warren, Chairperson EW:dr cc: Chief Building Official Executive Court NO. I DATE rNAL pLANS OF SOUTH'�INDSOR TOWN SIGNATURE P,UTHoRIZED JFe �� rr REVISIONS DESCRIPTION <0wN ��+( d 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 tiosoR,coe AREA CODE 860 / 644-2511 CERTIFIED MAIL #7004 1160 0007 4128 2027 December 19, 2005 David A. Brown 998 Farmington Avenue West Hartford, CT 06107 Dear Mr. Brown, Re: #Appl. 05-46P, Executive Court Resubdivision We are pleased to advise you that the Planning & Zoning Commission voted on December 13, 2005 to approve With modifications application #00-11P, resubdivision on 2 acres to create 17 lots to be known as Executive Court located at L012 Governor's Highway, on the easterly side of Nutmeg Road North and northerly side of Governor's Highway, zone as shown on plans prepared by Design Professionals Inc., project #738 and dated June 30, 2005 as revised. This approval is subject to the following modifications: 1. This approval is for 17 lots, numbered 1-17. 2. Concrete sidewalks, built to Town specifications, shall be installed on one side of the new street. In addition, a stone dust walking trail must be constructed between Executive Court and Nutmeg Road. 3. Drainage and construction for this subdivision is subject to the approval of the Town Engineer. 4. All lots shall be serviced by the Town of South Windsor sanitary sewer system and are subject to the approval of the Water Pollution Control Authority, 5. Water shall be supplied to this subdivision by public water. 6. Street lighting shall be installed on streets, at intersections, and on cul-de-sacs in accordance with the policy established by the Chief of Police. Street lighting is to be coordinated with the Chief of Police (copy enclosed). 7. Street names and locations of fire hydrants are subject to the approval of the Fire Marshal of the Town of South Windsor. Street names and supporting posts shall be installed by the developer in conformance with the standards of the Town of South Windsor, at no expense to the Town. 8. A liability insurance policy shall be submitted to this Commission naming the Town of South Windsor as an insured, with a combined single limit for bodily injury and/or property damage in the amount of $1,000,000. 9. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, irieluding a bond in the amount of $5,000 to ensure compliance with the erosion and sediment control measurds, dnd a bond in the amount of $15,000 to ensure establishment of wetland plantings and mitigation. 10. Planting of the required strut pees within the street trees easement along Governors Highway only is hereby postponed until individual site plans are approved for each lot. Street trees within the street trees easement, and any other trees on land that is currently or will in the future become Town -owned land, are to be planted in accordance with the enclosed Tree Planting Specifications. 11. Prior to commencement of any site work, a preconstruction meeting must be held with Town Staff. 12. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 13. All easements for conservation purposes, drainage or utilities, that may be required in connection with the approval of this subdivision, must be submitted on standard Town easement form where appropriate, to this Commission prior to filing the mylars and issuance of building permits. All deeds for open space, public improvements and roadways must be submitted prior to request for Town acceptance; all deeds must be in accordance with the policy for accepting deeds and must be approved by the Engineering Department and Town Attorney. 14. Footing drains are required for each house. Prior to the building of any structure on a lot, a topographic map, drawn to a scale of I" = 40', shall be submitted for each lot in the subdivision, showing proposed contours, elevations and the location of the footing drains. No building permits will be issued until the proposed contours, floor elevations and location of footing drains have been approved by the Town Engineer. 15. If, for any reason, finished grading and other individual lot site work is not completed, the Town Engineer shall determine the amount of a cash bond to ensure final grading and site work. This cash bond must be submitted prior to issuance of a Certificate of Occupancy. 16. Quantity estimates must be submitted to the Town Engineer (on the enclosed form) for the purpose of determining subdivision bonding. All bonds shall conform to the enclosed bond policy and shall be posted prior to filing the final plans in the Town Clerk's office. If the developer chooses to submit a Letter of Credit for a one year term, said Letter of Credit must be renewed on a yearly basis until completion of the development. If a new Letter of Credit has not been received within 30 days before the expiration date, the Commission may, at its option, call the Letter it is holding. 17. A drainage assessment fee in the amount of $850 shall be submitted to this Commission. I8. The Town Engineer's review comments dated 11/1/2005 must be addressed to the Town Engineer's satisfaction. 19. No building permits will be issued until all modifications have been complied with, and the final plans have been filed in the Town Clerk's office. 20. The applicant shall be responsible for providing a traffic calming study and plan for the residential portion of Governors Highway and Beldon Road, with details to be finalized with Town staff. It is anticipated that recommendations of the traffic calming study will be implemented in the future by various means, including by individual site developers along Governors Highway and the immediate neighborhood. 21. The applicant shall pursue the recommended signal timing modifications with the State Dept of Transportation. Black and white transparent mylars of Sheet 3A and 3B with the above modifications, together with three blueprint copies of the entire set of plans (including landscaping plans) must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission as well as the Inland Wetlands Agency/Conservation Commission must be reproduced on the mylars. After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk by April 1, 2006. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Sincerely, _- Patrick Kennedy Planning and Zoning Commission PK/bmm cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Design Professionals, Inc. Enclosures SOWN SC4 C * �I ��/ I V � sV 1�• ��/ ��V V y 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 ORco AREA CODE 860 / 644-2511 December 16, 2005 Karen Isherwood Design Professionals, Inc. 165 South Satellite Road South Windsor, CT 06074 Re: Executive Court South Windsor, CT Dear Ms. Isherwood: The South Windsor Water Pollution Control Authority, at is regular meeting of December 6, 2005, gave approval for the connection of a sewer main on Executive Court along with laterals as shown on plans entitled "Executive Court, Re -subdivision, Governor's Highway, South Windsor, Connecticut", Prepared by Design Professionals, Inc, South Windsor, CT; Topographic Plan/Job No.: 0738, Drawing No.: server/jobs/0738/738-topo.dwg; Sheet No.: 4b/8, Dated 2/7/05, with revisions dates of 9/8/05, 10/4105, 10/27105. All the other properties will be connected to the sewers at a future date with laterals and monitoring manholes when development plans are more fully advanced; and subject to the following conditions: 1. Meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction. 2. Final approval of the Planning and Zoning Commission 3, If there is any change in the project, other than originally presented, it must be brought back to the Authority for further approval. 4, Final Authority approval and acceptance of the sanitary sewerage connection will be given once the sewer line has been installed and inspected by the Town staff, and based upon the written verification of the Town staff that said sanitary sewer line was installed in substantial conformance with the design plans previously approved by the Authority, and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction. This approval letter must be superimposed on the final approval plans. Very truly yours, i Jd6eph J. Carino, Chairman Water Pollution Control Authority JC:ead Cc: Michael J. Gantick, Director of Public Works Jeff Doolittle, Town Engineer Marcia Banach, Director of Planning Chris Dougan, Chief Building Inspector Tel. 860.291 • 8755 Fax 860.291.8757 esign rofesslonal% inc. civil engineers • planners surveyors ■ landscape architects • gis gps 165 South Satellite Road, South Windsor, Connecticut 06074 PLOT PLAN DEYGN: KMl I DRAWN: GL W I CHECKED. RPM ✓O8 NO.: 0738 DATE- December 30, DRAWING NO.: SER VER/✓OBS/0738/738—PL 0T, -own 0-P S<)-u I� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 son•ca�2 TELEPHONE (860) 644-2511 August 17, 2005 David A. Brown 998 Farmington Avenue West Hartford, CT 06107 Dear Mr. Brown, Re: #Appl. 05-46P, Executive Court Resubdivision Phasing Plan We are pleased to advise you that the Planning & Zoning Commission voted on August 15, 2006 to approve a phasing plan for the above referenced subdivision for property located at L012 Governor's Highway, on the easterly side of Nutmeg Road North and northerly side of Governor's Highway, zone as shown on the phasing plan prepared by Design Professionals Inc., project 4738 and dated June 30, 2005 as revised. This approval is subject to all the previous approval conditions set forth in a letter from this Commission dated December 19, 2005, Black and white transparent mylar showing the approved phasing line, with this letter to reproduced on it, together with three blueprint copies of the drawing must be submitted. After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk. At the same meeting, the Commission approved the setting of two (2) subdivision bonds: Phase I in the amount of $76,440.00 and Phase II in the amount of $280,380.00, All bonds shall conform to the enclosed bond policy and shall be posted prior to filing the final plans in the Town Clerk's office. If the developer chooses to submit a Letter of Credit for a one year term, said Letter of Credit must be renewed on a yearly basis until completion of the development. If a new Letter of Credit has not been received within 30 days before the expiration date, the Commission may, at its option, call the Letter it is holding. Si ly, Patrick Kenn y Planning and Zoning C mission PK/pmm cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Design Professionals, Inc. DEPENDENT RESURVEY PREPARED FOR: SOUTH WINDSOR, CONK ECTIC TT 01i1:111:1111111 3C 11 war N66'16'46"W ILAA II` o' S ---------- - - - - -- ------ �__---- _-----=__="_------__=- -- ==3$ -yf _------------------- _- - - _ _-- --- -- - ____ - -_- _-- - __________------ _---------- ��� _ _ ---- - - - -- �lir o Y 0L\� ` ter' rrr - - - _ / _ _ - -- __ --_ -_-- - - ---_- -- -- - _ - -- 9 �• r - _ ------------- 74.75 ! \ - - ' + 1..(�r'u'w Y1�•i�'Y-�^ - - _ ------------ '0 IN, "1'1 N � +r`,SEE INSET A„ N ---- 11 'll10' ,S „ 6 W ,g � r ®R, PJ�SpR >�, 1 II -- - - 7 5. p0 t ' of t / / .5-- ---- - , 1I 1 00 LEGEND ` 0 IRON PIN TO BE SET 0 EXISTING IRON PIN _ I I . I ; I ■ MONUMENT TO BE SET 1 A\ El( - I1 EXISTING MONUMENT PHASE 1- EXISTING UTILITY POLE DETENTION BASIN OUTLET (TO BE DESIG' JED BY OTHERS I I 1 �g _ _ _ _ _ _ _ -_ _ u- I I + 1 I `o•> PROPOSED UTILITY POLE DRAINAGE SWALES WALKING PATH 0 11 y = = EXISTING CATCH BASIN AND PIPE O ` PROPOSED CATCH BASIN AND PIPE I i I PROPOSED STORM MANHOLE WETLANDS MITIGATION AREA EXISTING SANITARY MANHOLE AND PIPE LOTS: 12-17 1 t t 0� PROPOSED SANITARY MANHOLE ` l t t I , I OLE AND PIPE — S — SANITARY LATERAL - PHASE 2- I � --039- EXISTING CONTOUR EXECUTIVE Gi T CONSTRUCTION WITH SIDEWALK ON NE SIDE {'=j-- PROPOSED CONTOUR - _ _ _ , ," ' �EN(A�I�IN�"SWALE & CULVERT t >: "'� :1�t SC E' W) E + + + x6I EXISTING SPOT GRADE t 1 I I (( - » _ > 1 + >w,.sa PROPOSED SPOT GRADE ; LOTS: 1 -11 t ` /' t(x — E R M r r + � SURFACE DRAINAGE FLOW DIRECTION N + 'i 1 I INSTA L CONCRETE ENDWALL; .� PROPOSED PROPERTY LINE, r i i -- EXISTING PROPERTY LINE + `t �` 1 — -- — PROPOSED EASEMENT BOADARY \ - _ I I � o 1 -__, SE_ �E���DETAIL; ' , - REGULATED yREA.. � � ``' '' � "'• � t RE G ADE EXISTING EARTHEN ' / `- ----------- ,- -� gj � � � � a g , ' SPILLWAY TO RESTRICT FLOW INLAND WETLI4NDS•dam d I n I FROM BASIN THROUGH V- NOTCH \ 11 + iN I M I PHASE LINES / \ t '`"'-\ t7 i I + WEIR.Oil: / cli Z I / r _ r , 1 3 a F ?a' R P --- ^------ _ - _ NOTES: rt�2`1 �- �- cj / 1. ALL MONUMENTATION FOUND OR SET \ \ '2 ! ,3` cj 11� � `'� � � J i � IS DEPICTED HEREON. 2. LOT AREA-38.59 AC p , I ► _ _ I I I t , ' + + t \ + 3. WETLANDS DEPICTED HEREON WERE FLAGGED — 1 ;n 1 , , ► , r BY REMA ECOLOGICAL SERVICES LLC. t' t ► r ON OR BEFORE 9-21-99 AND FIELD LOCATED / / , � j�Cj • � � I , .•�, / BY DESIGN PROFESSIONALS, INC. 4. PROPOSED UTILITIES (WATER & GAS) TO BE CONNECTED / 1 , o I I , I �•/ DIRECTLY FROM GOVERNORS HIGHWAY FOR LOTS f1, 2, 12, / _ •, _ - - /\ o . I I b ' ; , i -I 13, 14. 15 AND 16. LOT #17 MAY EXTEND THESE UTILITIES / / \ - - - - - - - - - - - - - - - - - - - �! 1 t• FROM GOVERNORS HIGHWAY OR NUTMEG ROAD NORTH. \ , ...••- -- --' •'- - ------_--- 1t ` t t ✓� / /' / \`\ 1/ •' '--� - `- -- _~` •�` I ( I 1 r/� t• 1 f ,2 , / / , / - - 1 MAP REFERENCES: i + r , / . ' _ _ - _ - _ _ - , ` ` . \ -- -- 6 , I 1. BOUNDARY SURVEY - PROPERTY TO BE CONVEYED TO DAVa4.131 O I� 1 , t / — "� Q- - _ I \ / GOVERNORS HIGHWAY &NUTMEG ROAD, SOUTH WIND�9R,'�ONNEGt1CCTir t r , _ _ ''• ` , `. - -I ) t � \ SCALE 1 -80' DATE: DECEMBER 4,1985 B'�.XIS G 1 1 t t f� - - - Q� �. ` `\\ `\` (, 1 -ROBERTS, WINDSOR CONNECTiCUT t 1 r ✓ G$ ►� 'ti „ . 2. BOUNDARY SURVEY LAND-PITCVIIll OWN SOUTH WINDSOR, CONNECTICUT _ _ Q �� � \ `� \ \ \ � \ ' � � � t + ,�\ Q ! _ � �\ 1 I1 p , ♦ �� . ' PROJECT 87-408A, DAB 3 Bas` SCALE 1 100Ft. SHEET 1 OF 9 FUSS&0'NEILL J 6 - \ \ \ \ \ \ I �Q ,J ""'• %1 3. ROPERTY�6,PPE6 FOR RAYCON INC., GOVERNOR i, }{ Y, SOUTH WINDSOR 1 , t , \ 1 ` i , I g ' ^ t ` ` ` I I 1 \ r / ' / _C�\•�e- --" A I E ,4 t ` -'C NN�,,.SGAtE 1"=100' DATE SEPT. 7, 1966 REV TO FE 2 1967 HAYDEN L. GRISWOLD C.E. , `, t t t \ , , I / . 't + ` `\ '♦ `\ \\ 1 �- 1 + \ `\ • ` I + r i t ' J, t SURVEY NOTES: 1 �Z� 1. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20 300b 200 THE OF CON E TICUT,PREPARED ANDS OF ADOPTEDBY CUT STATE HE CONNECTICUTDASSOCIATION OF LAND SURVEYORS. INC, SEPTEMBER 26,1996. FzpJN �g `� ` \ Il - y t \ " _ { , - L , ♦ / �' ♦ TYPE OF SURVEY IS AN IMPROVEMENT LOCATION SURVEY - RECORD - AND IS INTENDED TO DEPICT THE LOCATION OF 61 PROPERTY LINES. , li \ IMPROVEMENTS RELATIVE TO PRN OF 4 - RAG STONE DUST PATH \/ THIS IS A DEPENDENT RESURVEY BASED ON MAP REFERENCE /1. F P (SEE DETAIL) ♦HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS AND VERTICAL ACCURACY MEETS CLASS T-3 STANDARDS. 8' WI 3 DRAINAGE SWALE (S=0.2%) �R2+ 1 --- - + r — J' ------ -- 168,73' <CflNSERVA ; I r �- r - - a �NI •-- _ CJ 1 , , _ -'- -'_ -t- -1 _ _ _ 1 _ ., _ �__, _ _ _ - ' `` 6 5.1--E-------- ------ ---- 566'3$ fl4 f :5 5 - 1I I - , ---------- ----- ' ij° EASE ' '10-1 — 53 4 .`OF Tf- 6s63�5 C$ G$ 1 -4V► - t ` `+;aJ (R.Y. ` ` 25' R.Y. 0)10 _ DOCK / ` v ♦ ip n N ( I _ y� LOADING ', I >- +I L AREA 1 \ \ `r vI - '-' �, I 16' ( A\ t44 0 in L CL�C.)1•J ` t , �OO I } lO a } I �' �;"� `\��P`fpR �M N M � - _ Vim` V �1 I W Z,` r 1 ,f fn (a� 1 t 3 1 t � ! J Qi�9,Y S , r 1 \ 1 , , , � r 1 -... -., 1 W v}i I 1 � , , ) '� s y - , j . , '- 1 t o r e r \r ) "t * # 'l tI` , 1 _`- ��,� / i1� ,Y I 1_ `�I , `\ram-, I I t � 11 ' r 1 t t 1 1 , ` ` l ', 135 F. Y. A / 35' F. Y. r , t ► ► a i t 1 ` t r `� _ , 35 F.Y. I `�n �"'�'' 0# -1 \ , 3♦ ,5 G _ C, ~- - - ---- - _ / ` �_ _I_ _I_ _� ✓ E �SyB JC y . ^ (APPROX. LO �}1� , �� X•�� f7f6 18 .,cA"�y�"l EX. SAN. LAT.) 191 9'.. \`,` 220.1)�' \N`�-0-- --- ------ -- - - - - -- -- 1 1.70' FL-. (n G _ -- - — ' 1 11 C' 0--- G G G G G G G --- G G G G 6 G — $" — j"=G -- — — — __ G N G_ _ ---- -- ------ ---- --_. ----" ---- — ----- — 11 18"RCPS�o.1z� — _ — — — — _ — — — — — — 18" RCP 5�0.12� I I �N O — — — — — i — 18 RCP SANI. SSEWER ` I C), VER1VU1�t S'� HIGH 3, N3 J� oII — / M.N 30 5M23� ��y �a�62�6 I II go _ •Ii 1 EX.12"WATERMAIN MD _- ____ �•�''— — \� Ii� — — — EX. WATERMAIN — —_--__ �` - -= --�-- \ - - - - -- ---- ---- -- - - --- - - -- - ------------ --------------- 6�. — — \ — — (ll) - - 30" RCP - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �'- - - - - - - - - _ -2�`-RCE' _ _ _ wII . — _ _ _ - _ Yr n rry _ i:'N 6 1 6-27-06 1 ADD PHASE LINE JAU I l0111 1. Tel. 860.291 UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS I p` T n LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 5 3-1-os FlNAL PLANS KMI TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. ® Fax 860 291 • 87558755 , DEPENDENT RESURVEY PREPARED FOR: SHEET m INFORMATION. ALL EXISTING UTILITIES SHOULD GRAPHIC SCALE Q�'�� ■ ■ U OI! O ,,,�'CUTI VE COUR ?' BE FIELD VERIFIED PRIOR TO CONSTRUCTION. a 12-30-05 APPROVAL CONDITIONS KMI 40 0 20 40 80 eI/ e 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 10-27-05 GENERAL REVISIONS KMI I A BY A LICENSED LAND SURVEYOR PRIOR TO 2 10-4-05 PER TOWN COMMENTS KMI ro essionals, inc. •�p �j•�� �j�1 CONSTRUCTION. (IN FEET) I DESIGN. KMl RA : GLW CHECKED RPM GO �Y �l�lb�®J. 'S HIGHWAY 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 9/8/05 GENERAL REVISIONS MHA ,_�i 12327 1 inch = 40 fi» = CIViI engineers •planners SUI•V@y01'S landscape architects is s JOB No.: 0738 DATE.• 21710,' 8 IMPRESSION SEAL AND ORIGINAL SIGNATURE --- p $ gp OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION 8Y LAWRENCE R. GEISSLER, JR. LIC. No. 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: SE �E JOBS 0738/738 i topo. dw.q SOUTH WINDSOR, ®M ICUT f WBERT,J. SCHNElDER h' N66'16746"W N66'16'46"W 4713.50' 99.18' -7�----------~-- ---- -' ^_ _'� _ _ -'-y�(y+_ ----- _-_- -_ -- "----------- -- - $0010.00 _ _ .. _-----_-_-------_- ✓ _ ------ - - ---- -- - - - - -- -- -_ _- -- -- - _ _ _ _' r _ �N-----.•-_ - 1 _ ... 1 r_� _ - _-- ------ -_-_- -I ------- -- ---- - ---- ----- _ _ _ '_25 RY -'__ _--______--i - - LEGEND _...—..� _...__... ,�, _ -- -----------------------------------��-- ------ 0 IRON PIN TO BE SET I 0 EXISTING IRON PIN ■ MONUMENT TO BE SET \` „ . '" %� ..0 ♦ \ \ V- -- - _ - - - o EXISTING MONUMENT t '" 1. ALL MONUMENTATION FOU D OR SET � EXISTING UTILITY POLE \ - PROPOSED UTILITY POLE ' ^". - - ..- \ SURVEY NOTES _ IS DEPICTED HEREON. \` \ t 1 - 8 2 _ � = EXISTING CATCH BASIN AND PIPE t '�� '"1. THIS SURVEY AND MAP HAS BEE I PREPARED IN ACCORDANCE 1NTH SECTIONS 20-300b-1 THRU 20-300D-20 ` \ \ t/ PROPOSED CATCH BASIN AND PIPE I ' �-•" """• r' I I ` OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - 'STANDARDS FOR SURVEYS AND MAPS IN THE STATE 2. LOT AREA=38.59 AC 1 �z PROPOSED STORM MANHOLE �+ �� I •''� ` OF CONNECTICUT, PREPARED AN ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS. INC., SEPTEMBER 2\1996. I EXISTING SANITARY MANHOLE AND PIPE •� ♦TYPE OF SURVEY IS AN IMPRO T kIGATON SURVEY RECORD -AND IS INTENDED TO DEPICT THE LOCATION OF 3. WETLANDS DEPICTED HEREON WERE FLAGGED \ t I I IMPROVEMENTS RELATIVE TO LINES. `\ BY REMA ECOLOGICAL SE 2MCES LLC. t t Q \ ` •0•PROPOSED SANITARY MANHOLE AND PIPE : /- % '- ..•- - 1. , �OTHIS IS A DEPENDENT RESURVEY BASED Oil MAP REFERENCE /I. \ ON OR BEFORE 9-21-99 AND FIELD LOCA� — 5 —SANITARY LATERAL . _ - --430 EXISTING CONTOUR ,�� �� O' HORIZONTAL ACCURACY MEETS ASS A-2 STANDARDS AND VERTICAL ACCURACY MEETS CLASS T-3 STANDARDS. I t { 0 I � I � i q BY DESIGN PROFESSIONA�•S INC. Q • o � ''% � - ___. OA\ Q�---j'�-- PROPOSED CONTOUR ,.�' � �r ' PHA 1= t y •� 4. PROPOSED UTILITIES (WATER &GAS) TO CONNECTED \`' V xwo EXISTING SPOT GRADE ,'/ ,/ Y FROM GOVERNOR'S IGHWAY FOR LOTS #1, 2, I12, P 1GJ• S' ® PROPOSED SPOT GRADE / I l� E�� DETEN'I� N BASIN OUTLET (TO E DESIGNED BY OTHERS) \�15 AND 16. LOT #17 MAY EXTEND THESE UTILITIES SURFACE DRAINAGE FLOW DIRECTION-' / �M( "(O DRAINAG� (VALES FRM�GOVERNOR'S HIGHWAY 0 NUTMEG ROAD NORTH. t I t 1 , PROPOSED PROPERTY UNE i , !!i,' v �,Pl� `� 4 \ I t �� J �\ — EXISTING PROPERTY UNE ,' ,'� / I PG� O` �``CJpR WETLA G PATf1-` \ - ` , /\ /cn \ 00 +• PROPOSED EASEMENT BOUNDpR�,' �� �P`N JpR �.10 NDS�c1f'TIGAI�( EA _ J - �i �J `.i . / O �H • p, LOTS: 17 Q, �\ o o { REGULATED AREA ' x ' / ...,. '� I 1 b N S � ` INLAND WETLANDS ; , ; � I� • LIMITS OF CONS Ti l�j161d / 3 O PHASE 2= I 1 g , I NOW PHASE LINES , � , bo ./, g/ I EXECUTIVE COURT CqNSTRUCTIO1 AVITH SIDEWALK ON ONE SIDE 1 ��� • Z / REMAINING SWALE & CULVERT > ( I LOTS: 1-11 '\ 2 \ $� / �. 10 It MAP REFERENCES:/19 { ` N �' '' 1. BOUNDARY SURVEY - PROPERII TO BE CONVEYED TO DAVID A. BROWN 4 1 GOVERNORS HIGHWAY & NUTMEG RqAD, SOUTH WINDSOR, CONNECTICUT I >I s \ SCALE 1"=80' DATE: DECEMBER 4,1 BY REESE G. ROBERTS, WINDSOR CONNEC T G v 2. BOUNDARY SURVEY LAND OF DAVID A. BROWN SOUTH WINDSOR, CONNECTIC PROJECT 87-408A, DATE 3-04-88, SCALE 1 =10OFt. SHEET 1 OF 9 FUSS&0 N I { ► 1 / 2- } J ' 3. PROPERTY MAPPED FOR RAYCON INC., GOVERNOR'S HIGHWAY, SOUTH WINDSOR O ! CONN. SCALE 1 "=100' DATE SEPT. 7, 1966 REV TO FEB 21 1967 HAYDEN L. GRI P , o, A) / \ 2 P i I cz ° _ \ CD �t� 10' SYOD S66'26'39"E 568.16' TOTAL S66'26'39"E i 7.27' 150.12' i + 180.77 1 0 10' SY 1 � r r� '� ' `3 i ,gx`L ' / !� �1 • 25' R.Y. $25 R.Y. Ole If N C o \liftSY04 _ 1 % 0) I I g I 1 / [•, � �� �00 \ � � ,�ti ,� v^O 1 I t 1, 'L 1 Y b2 \ } 15 NA ' ' , / • , � `° -•� � o • � ' I �N spy I I / Sii6'28!04" \ / 8 �6 5 10 '- + I 3 5 i3' Y. t �7 P5 - ---- - _—• ------ -- --- --------------------------------------------------- + + 10' SY \' '� ` � MN �` TOP ELEV• 79.6 I--- 1 v r ------- \ �a �o, wiDi P-01T�SI�f; -EiEV: 75:65 F�---------- 5f - - --------------------- ------------- \ T \ - O-------- -- - - ��� �j?J ',••I � .01 /J� � LLLJ r• - jam+ r7 =' � I , . • i rri t t g OF tD O. \ tf) N = ' 168.73' (CONSERV t� -04' 8 3 A ---------------- - --- ------------- -- ----- - - S66=2$-04!E lb I WI - -�, f1.ti ---------- g• - ----- •� u' CJ << + + f U) I �F , ,' I \ ` / 25' R.Y. -\ �' i� 1 y o \ r / f {' L (0 i I 2 1 I r c ' STONE. DUST PATH 1 �► 2 (�, g \ (SEE DETAIL 4 p5M\'' o ! O / OESSl!�\EN \1 ;%��! _ i` L,-. �F. 8 ' 35 10' SY \ I Z 11 / 1 + { G h \ -� • 1� (`( EP OF \ •� V V �� '28'04 W . / I• I t S i Q c I ` �, P ZV , 226.11' 15 1 N rQ Pi ►c p 10 SY /\ , • ` O1 5 ,� L V g 10' S. Y. 1 b°t 3 � Q r PG 5Ein 2Q I 66'28 04"E \ I , - GJ(��. I "� J 0 260.86 -� I I �j N P ih N 10' S. Y. � f� ��• i 14 tI I 1 I Ok 04 I I O s In O I ( 1 11 Mf p I •� O o �• tt { �� � I I N N V { I! w I C .I-- 1 1 II 35' F.Y. ' �" \ F Y. !k ` , - ` 35' F.Y. 35' F. Y. '� 35' F.Y. , 1 { �� cn� � / � �4 , .�n _ ...-......• � � o '"" ��J � — — �� --- ...... _ ,.._... �„,,,, � �'_"_ 35' F.Y. 1 0 ►- -- -- 220.00' APPROX. LOC J� 240.40' 25.8 — — `o' 99.71' M1 \ 84.81' AP c• n st I It _ - 6" GAS MAIN —-----_—_—_---_-- — — — _-- x. sA 'LAr. SO.00U 1 C7 — — _ -- — — — — '�- EX. 188RCP S�0.12% G= — — r— — G — — — �.— — — _ — — _ C — — — — — _ — —C'— _ _ — — _ =1= _ 4 G _ PROP. SAN M\' I� Z, L=64.2i PR P. STOP SIG` 6 0 STR ET SIGN �� (. EX. 18" CPS 0.12% �- 1 �' r - ' = _ - - G - ) RCP S-0.12% (.� -'} �. II ��5� �� k� /- �X 5�8�'6 &STOP BAR c�M�*E�\S$ 564�08 E G- 0 VERNORS V IGHWAY II � �. -- � 6 �5 �o — ` n EX. WATERMAIN �_ — -—1�F\''•6>8'cpFZ — — 11 s.h$ ��• �\= - - 24 RCP - P" _ _ — \N — 7 '8-9-06 P TOWN R. --7Ab _----------------------------------------------- - ----- - -- - - ---- ---- --- - -- — E WA RMAIN 6 6-27-06 ADD PHASE LINE JAU `o Ii x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. ! Tel. 860 • 291 • 8755 DEPENDENT RESURVEY PREPARED FOR: SHEET z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD 5 3-1-Os FINAL PLANS KMI GRAPHIC SCALE ' Fax 860 291 • 8757 �0��� d D D BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 t2-30-05 APPROVAL CONDITIONS KMI ,a 0 20 40 8p s _ EXECUTIVE COURT 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 10-27-05 GENERAL REVISIONS KMI rofess�onals 'n�a (� BY A LICENSED LAND SURVEYOR PRIOR TO 41D CONSTRUCTION. 2 t0-4-05 PER TOWN COMMENTS KMI IN FEET �,Jl O V ER.!!. V OR'S LL lili"SY lilt V V A !L JA ( ) ® DESIGN: KMI DRAWN.• GL W C/-lEC'KEI,�: h'f'M 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 9/8/05 GENERAL REVISIONS MHA �( CL- 12327 1 inch = 40 ft. civil engineers •planners surveyors — IMPRESSION SEAL AND ORIGINAL SIGNATURE i landscape architects • gis gps JOB NO.: 0738 DATE.• 211105 OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION a LAWRENCE R. GEISSLER, JR. LIC. No. 165' South Satellite Road South Windsor Connecticut 06074 I SOUTH WINDSOR rn"K E'�Tr4aIJ� DRAWN G NO.. SER 1/ER JOBS 0738 738+ to o. dw 9 r".......... 100 fyNII Z_ Z_ _444_04 MI '` O .. .. ... « ... .. ... 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REVISIONS 3 12-30-05 FINAL: APPROVAL CONDITIONS KMI 2 10-27-05 GENERAL KMI 1 9/8/05 GENERAL REVISIONS MHA NO. DATE DESCRIPTION BY Tel. 860.291.8755 DEPENDENT RESURVEY PREPARED FOR: ® Fox 860.291- 8757 p SHEET THIS PLAN IS FOR SEDIMENTATION AND G>�Anx�40 scAi 40sign EROSION CONTROL ONLY AND IS NOT TO 80 ,�� - ER0800m co � EXECUTIVE COURT rofessro als, Inc. 5 t� E USED F 0 R UTILITIES CONSTRUCTION. c » Fm , ® civil engineers • planners • surveyors DES/GN.• KM/ DRAiS?V.• cL w CHECKEo• RPM t�i�VI�I�.NOWS HIGHWAY' i ineb = 80 ft. landscape architects • gis • gps JOB NO.: 0738 DAiE.• 2,/7 105 1 8 South Satellite Road, South Windsor, Connecticut 06074 L DRA4f?NG NO.: SERVER ���'�%�.� 8 —mmJOBS 073f3 8--ec�cs. dw OR, tC®IYM ILCU$ LEGEND UD PROPOSED, -,UNDERDR AIN S (INSTALL AS NEEDED) 1 `Y NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. LOT AREA=38.59 AC 3. WETLANDS DEPICTED HEREON WERE FLAGGE6. BY REMA ECOLOGICAL SERVICES LLC. ON OR BEFORE 9-21-99 AND FIELD LOCATED'BY DESIGN PROFESSIONALS, INC. MAP REFERENCES: 1. BOUNDARY SURVEY - PROPERTY TO BE CONVEYED TO DAVID A. BROWN GOVERNORS HIGHWAY & NUTMEG ROAD, SOUTq' 1MNDSOR, CONNEC11CUT SCALE 1"=80' DATE: DECEMBER 4.1985 BY RE��E G. ROBERTS, WINDSOR CONNECTICUT 2. BOUNDARY SURVEY LAND OF DAVID A. BROWN SOUTH WINDSOR, CONNECTICUT PROJECT 87-408A, DATE 3-04-88, SCALE V 06OFt. SHEET 1 OF 9 FUSS&O'NEILL 3. PROPERTY MAPPED FOR RAYCON INC., GOVERNOR'S HIGHWAY, SOUTH WINDSOR CONN. SCALE 1"=100' DATE SEPT. 7, 1966 REY"-TO FEB 21 1967 HAYDEN L. GRISWOLD C.E. c e n 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE =-<' m INFORMATION. ALL EXISTING UTILITIES SHOULD y, ; 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 'xs` OF THE PROFESSIONAL ENGINEER/SURVEYOR.: J _ 6 3-1-06 FINAL PLANS REVISIONS 5 12-30-05 FINAL APPROVAL CONDITIONS KMI KMI { 4 12-13-05 REV. PER ENGR. COMMENTS KMI 3 12-7-05 REV. STORM PER ENGR. COMMENTS KMI 2 10/27/05 GENERAL REVISIONS %I JAU i 9/08/05 GENERAL REVISIONS i MHA NO. DATE DESCRIPTION BY xscrosrfc p ,a Y Z 2 < � W X 0ti `la ago a PROP. MANHOLE w ,/ y 165' WEST OF EXIST. CB , i 1zg moo w a7'i 00 o r _V r� Q , ��x 0 (A r lg NO C4INCH olsT ,yiN Ur, EX.CB TF: 78.35 i x INV(24'): 74.6t (CONTRACTOR 0° n / TO FIELD VERIFY) a) C> < V ME / N H- 45 1_1rN15" RCP r WATERMAIN TO CONNECT TO ,,.�• EXISTING MAIN IN GOVERNORS HIGHWAY 72 PSMH-1 STA:0+19.3* 70 TF: 79.56 FL: 68.45 *CONTRACTOR TO FIELD VERIFY 68 66 EX. 18" RCP SANIT. MAIN FL; 63.85* 64 *CONTRACTOR TO FIELD VERIFY 62 DAnW AWv 60.00 i #4 PCB-2 STA-7ul TF: 79.: : 79.30 CB1-CB2 S=0.57. 0+50 N W gM <_i 00 1+00 0 Z, i )�'Z / Cz *Om ---� ^cnv porn G °'DOu V W I / Ocg lyt / �� vw I +rn / V ('0 N /I Ni 1! © t., G 5.47 nCO Jd cn0 CA 2'2 247138' �js 77 r-9i. 6, I in bo�� E7�(AAA J rn co &:-- x N cD 0) I N II ----- ------- N ca Wpm z J C) Coo- 01OD U! Cri U; `' p 0 f QOA ��rq U m z�w i � -17 K { ;U z �--A I SCALE 1" 40' ° HIGH POINT ELE = 80.64 HIGH POINT STA 1+52.80 PVI STA = 1 52.80 PVI ELEV = �0.89 A.D. = .0 K=50. 100.0' V i N 00 0N M O 0 + 00 N �;9�� I- r:.WKWIt N STA:2+6 (15'- TF, 79 30 INV: 76.0 5% :3+ LF -_--1- !-I------I__---- U� �O 00� 00 d W O� O d� .- ,.� 0 Opp cA �(r0 0 ~00 1-0 �00 n CO 0)00 �� �00 W �Co ~ no0 1+50 2+00 2+50 3+00 3+50 4+00 4+50 HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1 "= 4' Q Tel. 860.291 • 8755 1 Fax e�ign 860.291. 8757 D A (p)j�r�y12j'� (�,,,--- . ro essional s, a inew civil engineers • planners surveyors DESIGN.- M/ D RAWN.- GLW CHECKER, RPM landscape architects is P • g $Ps I 165 South Satellite Road South Windsor Connecticut 06074Q i , -__ DRAWIVG NO.: FRI/FR/]OR n7.Q1-7 ZD 4' � rnCO f,6-0 5+00 C 7S" a pTTp \ z �_rI O �" C:o :0;0 0 CJ 6rrI ;0_j P C&- 6 STA:5+80 (16.3'--L) TF: 80.35 INV: 77.10 48 LFN15" HDPE S=4.0% 15" FE FL: 75.0 PCB-5 STA:5+80 (16.3'-R) TF: 80.35 INV: 76.95 CB6-CB5 30 LFN15" HDPE DEPENDENT RESURVEY PREPARED FOR: EXECUTIVE CDUR T GOVERNOW& HIGHWAY SOUTH WM80R., CONMcCTIIiCCtUT SHEET 6 .1/ GRADE TO SPILL LAWN / STREETS / EMERGENCY FLOW TO CROSS-COUNTRY PAVED AREAS 2-#4X4'-O" LONG z. TOP ELEV=78.70 CHANNEL. +o ' t0• 30 3/16' 11' ° 5.20' TOPSOIL & SOD OR SEED 2" 71" 1' 6 / " 71" 2 TOP OF FRAME APPUE ° 6' MIN, BASIN BERM RE CAST CONCRETE UNIT PVT• aRoSS•SLOpE d a° ° . ELEV=79.70 TOP ELEV=78.70 BASIN BERM ADJUST FRAME ELEVATION 313/16' 213/1s' ELEV—=79.70 ORGANIC BACKFILL MATERIAL 1NT11 CON(. BLOCKS OR � � APPROVED GRANULAR NON- ,•. •,. e ° - PLACED AND COMPACTED IN 3 9 3 5/8"BRICKS, 6" TO 12' _ , ° 4 e ONE FOOT (t') (MAX.) LIFTS. (SEE STANDARD DETAIL ¢ ..a. RIP RAP ENERGY FLOW ° ° DISSIPATOR FOR CONNECTI❑N) (SEE DETAIL) 2' 83 o ALL JOINTS TO BE 1 ` YPRE POINTED FLUSH &FULLWARNING TAPE PER CONN. BRICK DAM 6' MIN. S^ S^ Q 4 ° ' e d ° GENERAL STATUTE SECTION 7 7 > 13T/1s' z a ° 70' 12"345, MlN.AT024"DMAX.LACED ABOVE 0 a ° .°.16 AST CONCRETE NI d - c TOP (OF PIPE. (MAX.) FACE OF REVERSE "Y' CONCRETE MASONRY UNITS MASONARY (BOTOTOM BASIN) 75 0 4 ° ° ° d MANHOLE WALL ( ° d ° 's 6" MIN, 30 OR 45 DEGREES 4- •�1 a UNIT a SAND BLANKET VARIES o ,••_ ^s;.<,;.;_• n •-r • "12" MIN .:• _1.., *> ? J PIPE, AS SPECIFIED POURED CONCRETE OR COMPACTED EARTH 'd PRE CAST SUMP OR SLAB u ELEV=75, [x� ` ~ i ' L`' (� C. OR EQUAL) 3500 PSI °' ° ° 1 2 .D. PIPE (SUITABLE MATERIAL) a e ° ° [�D QQ(�/f]��) (� / OCC7J UC.JOC9 LG. K OC> "�S� ••:i' T``• •� a $" " 4'_p" 0 8• ° B 6" OF 3/4` CRUSHED ° y, � � 1/2 D. PIPE 3/4" BROKEN TRAPROCK STONE FILTER FABRIC 5'-4" a e , (SEE NOTE) 6" MIN. ELBOW NOTES: 4'_4• t 1. MINIMUM COVER OVER TOP OF PIPE FRONT ELEVATION SHALL BE 2'-D•. O.D. CLASS 'A' SIDE ELEVATION WIDTH ( L PIPE 2. WALL THICKNESS SHALL BE D E T. I 8' WIDE MIN. '- t2" SAND MIN. CONCRETE SUFFICIENT TO MEET HS 20 LOADING. BY STRUCTURAL 3. WALL THICKNESS FOR STRUCTURES SECTION STONE OVER 16 HIGH IS 12" FOR CONCRETE SIDE ELEVATION BLOCK UNITS. INSIDE DIMENSIONS ENGINEER) REMAIN THE SAME. NOTE: ELEVATION SECTI ❑ N 4. ALL PIPES SHALL BE CUT FLUSH WTH FRONT ELEVATION 1. SEE STANDARD DETAIL FOR CLAY STOPS WHERE 6" MIN. +' NOT TO SCALE INSIDE wnus. 2.EFILTERYPG. VI-46 FABR C SHALL BE NONWOVEN 5. ALL BRICKS SHALL BE CONCRETE, CLASS 2N WITH PERMITTIVITY O G. FRAME5 AND GRATES TO DE GALVANIZED. 0,5 TO 0,1 SECT AND ADS OF 1 2' 6" 1 NOTE: PRECAST OUTSIDE DROPS TYPE "c' CATCH BASIN DETENTION BASIN OUTLET STRUCTURE (N,T,S,) 0,43 mm TO 0,22mm AND SHALL PIPE IN GROUND WATER MAY BE ACCEPTABLE M❑DIFIED CONCRETE ENDWALL W/ 700 V-NOTCH MEET AASHTO M2BB-96 NOT TO SCALE UPON APPROVAL OF BIT, CURB xx(N❑TEICONCRETE BASIN OUTLET STRUCTURE TO BE DESIGNED BY OTHERS; TYPICAL SANITARY SEWER TOWN ENGINEER. DE IGN BY STATE LICENSED PROFESSIONAL ENGINEER AND TRENCH SECTION RE UIRES REVIEW AND APPROVAL BY THE TOWN ENGINEER) MANHOLE OUTSIDE DROP INLET (PSMH-1 ONLY) i CASTCROSS +� NOT TO SCALE ) - • MIN. 6.00' DRILL HOLES OR BOTTOM " GROUTED BASE DISC. VARIES I PUNCH MARK 15' SAW CUT AND SEAL JDINT WITH TACK COAT M 04,01 i SECTION A -A 1' OR 1 1/2' (COMPACTED) CLASS 2 BITUMINOUS CONCRETE SURFACE COURSE (OR RAMP MATCH EXISTING, IF GREATER) M 04 AD.usr TO GRADE wrN E°!lasEs S¢ CAST °�N ""� Q...s._ CURB EXISTING �rwNE a COVER DErAu 1" PER FT. MAX SLOPE PA EMENT OF CONC. aalrx ER talc GRADING N IC P SIDEWALK 'SEC NOTE U VARIES s• TO le PLACE EXPANSION JOINT AT BACK OF CURB LINE RAMP 2' OR 1 1/2' (COMPACTED) CLASS 1 OR 2 BITUMINOUS I REINF. HAR 4, CONCRETE BINDER COURSE ( OR 3` _ SIDEWALK OR AT SIDEWALK LINE. MATCH EXISTING, IF GREATER) M 04 _P��GUTTER LINE < ' 6' (COMPACTED) PROCESSED TRAPROCK 42' MIN (AHaE TAR BASE,- M 05,01, 4'-0' �y TYP. (SEE STANDARD DEtAIU 1 4' IIII, ". '.° ° I 3' MIN. 3' NIt1 SEE JOINT DETAIL 1/2` PREFORMED SECTION A— A PLACE 4 HIGHER (BELOW) TOOLED JOINTS WITH ° I CONCRETE 4. EXPANSION J❑INT MTL 6' (COMPACTED) PROCESSED GRAVEL OR 4' RISLTt ;�,., ,�: •';,, 3,000 PS.I THAN GRADE SECTION AS REDUIRED BITUMSTIO 1/4' RADIUS TOOL °' `'' FOR DETAILS, SEE DANP PRODDING GRASS / GRASS '• 1•:,t: � ,A �';,::'�.� `�• '�`; �• "::: SUBASE OVER COMPACTED SUBGRADE `. `. (TRENCH BACK FILU M,02- GRADE, B I ELAS1T14ERIC COUPLDNG +'-,•,�T 4'-0' MIN, B / \ t-�- '.' C❑R PROCESSED TRAPR❑CK) NOTE, WITH OR Alm FTFXIR.E TO .ADJr TO JOINT RIGHT OF WAY L7 F2'-O" 3`-0" MIN 2'-0" I d MAXIMUM OF 1 INCH ABOVE WHOLE SLEEVE I MONUNENTATION TO BE d +yj 6' 0" MAX /4 PIPE I.D. I SIDEWALK NOTES FINISHED GRADE. CLASS 'A' CONCRETE OR BRICK MASONRY Ci0 IL- OPEN SPACE SELF-CLEAMW.INVERT 6' 4' 1, ALL SAW CUT AND SEALED JOINTS TO I CONCRETE CONCRETE '[ '. ''tNVEfM EC , Q RA P BE EITHER PARALLEL WITH, ❑R PERPEN- I MONUMENT MONUMENT IRON PIN OR IRON PIPE CUSS •A' CONCRETE .'.• , :', '; •' • t .:: f ' .: .:r: Br CURB THE PIPE, THE CENTERLINE OF I CAST IRON FRAME a COVER 1_ I 6' MIN. PLAN VIEW I FOR TOWN BOUNDARY MARKER MIN, WGT. 62 tbs. - CONFORM GUTTER LINE 2. ALL MATERIALS ARE TO MEET I TO AASHTO - M105 CLASS 25 3/4• BROKEN TRAPROCK STREET LINE R,❑,W, FORM 814A, AS AMENDED ELEVATI❑N A A 1/4' DEPRESSION a DEORCES M4., 4' SECTION B — B 0_COLD APPLIED NOTES- _ . 1, I I COVER DIM. 12, x 12• 1 SECTION 2 VARIES Blr. CONIC. snuMlNOus 1, TOP STEP TO BE A MAXIMUM OF 12' ROUND RUBBER SEALER BELOW TOP OF MANHOLE FRAME P. OASKCT JOINT COVER ELEVATION. MEET TOP OF CURB, OR EDGE OF ROES SIDEWALK RAMP I PLAN VIEW + 2. IF TOTAL DEPTH IS TEN FEET OR GREATER, CERTIFICATION OF HS-20 LOAD BEARING v (a I STREETLINE SPIGOT L BELL . PAVEMENT IF NO CURB EXISTS 1/4":1' NOT TO SCALE MONUMENT ID ALTERNATE JOINT CAPACITY SHALL BE SUBMITTED TO THE 3:1 MAX, TOWN ENGINEER FOR APPROVAL PRIOR 1/2 RESIDENTIAL RESIDENTIAL PERMANENT PAVEMENT CROSS -SECTION GASKET J❑INT TD INSTALLATION. BIT, CURB ';".'''!I:^;?= =': 3. SE SHEETCELLANEOUS MANHOLE DETAILS PATCHING DETAIL MONUMENTATION DETAILS NOT TO SCALE MATCH EXSISTING i NOT TO SCALE 4' TOPSOIL & SEED GROUND 4" TOPSOIL & SEED NOT TO SCALE 8' PROCESSED OR BANK RUN GRAVEL PRECAST REINFORCED MEET GRADATION OF M2,06 GRADING B CONCRETE MANHOLE OR M5,01,1, (SANITARY) 5' CONC. SIDEWALK (6' CONC. AT DRIVES WITH 6"X6'X10/10 WIREMESH) SAWCUT AND SEAL JOINT EXISTING CONCRETE SURFACE CLASS 2 BITUMINOUS PAVEMENT CONCRETE SURFACE COURSE - M.04 (SEE NOTE N0. 2) SEWER MAIN LINE ; STANDARD PLUG Q Q Q Q Q Q Q Q 44 Q 7`(COMPACTEO) PROCESSED TRENCFj LIMIT Q Q a Q Q Q Q Q Q Q 444 Q Q TRAPROCK BASE - M.05.07 g I ,QQ QQQ QQQ Q PROPOSED GRADE 6' 12" Q Q Q Q Q OO 3 ❑ QOO STORMATEMANH LE ID 0' 6-(COMPACTED) PROCESSED GRAVEL O ......'' �� SUBASE OVER COMPACTED SUBGRADE O O PAVEMENT SECTION ❑R O'.'.'. 0 .... ....... (TRENCH BACKFILL) M.02-GRADE B 12" 0.0.... Q........... O ( 00 ❑OO� D LANDSCAPING (SEE PLANS) O.......0 O O _ I� •O. PIPE, S SPECIFIED ....................... .......... ❑ 0 ❑ ❑ ❑ ❑ 0 ❑ SIZE AS REQUIRED 0600 ❑ OQ� O STANDARD BEND, TRENCH NOTES O O O I.D. + 2' STANDARD WYE, SIZE AS REQUIRED O 0), tT p O 2"x2" WOOD STAKE WITH WIDTH O O PLAN 4''04 X 1/4" �TEEL CAP VARIES 1. ALL SAWCUT AND SEALED JOINTS TO B- HOLES 0 ❑ WARNING TAPE - MIN, 12' / B' TRENCH SECTION DICULAR T0, THE CENTER ,LINE E BONgNC HOLES g 11� SEE TYPICAL BE EITHER PARALLEL WITH, OR PERPEN- MAX, 24' ABOVE PIPE 2 o O P THE PIPE. A o 0 EXISTING GRADE R2' 2. THE CONTRACTOR SHALL APPLY COLD PATCH © APPROVED BACKFILL PLACED AND 0 O es 0 DEPTH T❑ INVERT ■ COMPACTED IN 12' LAYERS � 6 IN LIEU OF HOT -LAID BITUMINOUS CONCRETE s� 0 0 0 ° o ° ° VARIES SEE PROFILES (❑R AS ❑THERWISE APPROVED) 5.0' 7.5' IF DURING OPERATIONS THE ATMOSPHERIC TEMPERATURE IN THE SHADE IS LESS THAN o N❑ STONE LARGER THAN 3" 2.0' 60.0' 40' F UNLESS APPROVAL IS GIVEN BY THE ° ° O � 12" SAND BLANKET 3' MIN. TOWN ENGINEER. 1-,/z O O ° ° o ° ° ° 0 MIN, TEMPORARY PAVEMENT ALL MATERIALS ARE TO MEET FORM 814, o r o O O ° O �/J� 12' 12"SAND BEDDING PLACED AND :;; .:: _ = 4' TOPSOIL & SEED AS AMENDED. ---,—COMPACTED IN 6' LAYERS: v 'r '• ' a N❑ ST❑NE LARGER THAN 1-1/2'. WARNING TAPE `t _ — = PATCHING DETAIL o ' o o ATERIAL SHALL ° �ta '`` :?: NOT TO SCALE MEET D.O.T. M2.05 ,t I : •, — LD, a�. FINISH BIT, C❑NC, 23-71e ^.. off:- " a BIT, CONC, BINDER >......;.:..,,.;:.:. !� ; -----ROAD BASE 7-0 1 Y 3 4' 1' 1-1/4' 1.1/4' 1-I/4' �— O O O O O O O O '`' 4 �� ■� ■ z- 1 1/r ou TIN. 0 0 0 0 0 0 0 :,... ,::.:.,. • .,?<w : ` HANOONC HOLES 1I/e' s-1/H• t-i/Y 34' /e' IF] r �/H' 1-I/6•�111�•`,`''1'=,'.=',• �' a $ Q ALL MATERIALS ARE TO MEET CONN. D.O.T. SPECIFICATIONS FORM 814A AS AMENDED tit/2' 3/4, 1' * Bill 6" pw ! : �/ .L 1'-9 3 4• DIA. —� ,BEDDING ❑N SUITABLE NATIVE MATERIAL OR a q ■ Z T P E �/ I\ �� BIT, CURB Bt el e1 � • 60'-0" RIGHT OF WAY —( 1-9+r T-1/ (•J16' 3/LJ � 916• 3/4' CRUSHED STONE BEDDING MATERIAL a w IN ROCK EXCAVATION ❑R IN UNSUITABLE �' ■ ei a w V) z MATERIAL AS DIRECTED BY THE ENGINEER, NOTES: 3/4" BROKEN TRAPROCK I W W 30' 30' 4'Om MATERIAL SHALL MEET D.❑,T, M.02,1 w w FOR 3/4' STONE, 1. FOR TRENCH REQUIREMENTS, NOTES: ° � SECTION B-B SECTION A -A V) N SEE TYPICAL TRENCH SECTIONS DETAIL & 15' 15' 15' 15- CAST IRON FRAME CAST IRON COVER SPECIFICATIONS. PROFILE 1, TACK COAT TO BE APPLIED �� ,' NOTES: BACKFILL TO SPRINGLINE OF PIPE PRIOR TO CURB LACEMENT AS �F 3e1AP/f POINT OF 12" 5" CONC. SIDEWALK 2. PIPE SHALL BE LAID AT 2% SLOPE MIN. EXCEPT kc R S APPLICATION SEE DETAIL WITH 3/4' STONE WHEN USING (MIN.) REQUIRED BY TOWN, F° Fsy 7 1. THE LOWER SURFACE OF THE COVER /S T OF�ga /2" 7r —3 8" : 1' CF GRADE BIT. CONCRETE CURB 1 2"-1' 1/4� 1' s P❑LYTHYLENE OR CPP PIPE WHERE THIS IS IMPRACTICAL OR WHERE A HARDSHIP COATING T❑ BE PPLIED PER A % / 3 8" : AND THE CORRESPONDING UPPER SURFACE M 04,O1,1d4, FORM 814 A ReSF�FR e�gRi WOULD BE CREATED THEN PIPE MAY BE LAID TO A OF THE FRAME SHALL BE MACHINE Yl O FINISHED TO PROVIDE A SMOOTH FLAT GRADE OF NOT LESS THAN 17. k 4" TOPSOIL & SEED ? CONTACT OR FIT, WITHOUT ANY TENDENCY NOT TO SCALE BASE COURSE: 6" (MIN.") PROCESSED STO � t-1/2" BITUMINOUS CONCRETE CLASS II FOR THE COVER TO ROCK OR RATTLE. NOT TO SCALE TRAPROCK BASE (COMPACTED) SURFACE COURSE (COMPACTED) AND MEET GRADATION M05.01-1 1-1/2" BITUMINOUS CONCRETE CLASS 1 4" TOPSOIL & SEED 2_ SANITARY SEWER MANHOLES SHALL BE TYPICAL BUILDING SEWER NOT TO SCALE SUBBASE: 8" (MIN.") GRAVEL (DEPTH SHALL B BINDER COURSE (COMPACTED) GRASS STRIP RESERVED FOR INCREASED TO 12' WHERE LEDGE OR ROCK IS PRESENT) FOR LOCAL ROADS, IF PAVING IS DONE HYDRANTS, POLES, ECT. EQUIPPED WITH VENT HOLE IN CENTER. RAIN MEET GRADATION OF M2.06 GRADING B AF2�RBINDER1 COURSE SHALL BE PIA�ED. NOT TO SCALE TRENCH DETAIL BITUMINOUS CONCRETE CAST IRON MANHOLE LIP CURB SECTION TYPICAL ROADWAY SECTION FRAME AND COVER 7 8-9-06 PER TOWN ENGR. COMMENTS KMI 'NOTE- CONFIRMATION TEST PITS ARE TO BE EXCAVATED PRIOR TO ROAD N.T.S. CONSTRUCTION. FINAL ROADWAY SECTION TO BE APPROVED BY THE 6 7-21-06 PER TOWN ENGR. COMMENTS KMI TOWN ENGINEER. (PZC APPROVAL CONDITION) u x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS I (860) 291-8755 PROPERTY SURVEY/SUBDIVISION: SHEET LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE N N INFORMATION, ALL EXISTING UTILITIES SHOULD 5 3-1-06 FINAL PLANS KMI I %y� �o BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 12-30-05 APPROVAL CONDITION KMI ' esign �C���O�� .L/X.�'CLITIVE CIJUR T 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 10-27-05 PER TOWN COMMENTS GBS ■ ■ BY A LICENSED LAND SURVEYOR PRIOR TO I rofessionals Inc ~Yr 2 10-4-05 PER TOWN COMMENTS KMI ■ ' /�`p0VERNGR'S �RG�WAY CONSTRUCTION. � DESIGN: KMI ORA WN.• KMl CHEG'KED{ KMI �7 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 9-8-05 GENERAL REVISIONS MHA I IMPRESSION SEAL AND ORIGINAL SIGNATURE civil engineers planners surveyors ✓oB No: 738 DATE, DUNE 17,I 2005 �T OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION 81' * 165 south satellite road, south windsor, Connecticut 06074 DRAW/NG No.: JOB 738 7.38—detar/s.DW SOUTH k WNNDSOR, CONNECTICrry T 1. Set posts and excavate a 6"x6" upslope from posts. Angie posts 5' upslope POST for stability and self- cleaning. ("� � O ' Min, =I n , 3. Attach filter fobric to the wire fencing and extend it into the trench. Wire -s Fencing Compacted Backfill 2. Staple the wire mesh fencing to the end of the post. C Backfili the trench and compact the excavated soil. CONSTRUCTION OF SYNTHETIC FILTER BARRIER N.T.S. STRAW BALE 1. EXCAVATE A TRENCH 4" DEEP AND THE VADTH OF A III Id1 2. PLACE AND STAKE STRAW STRAW BALE. SALES, TWO STAKES PER BALE. '(S l(I III l( (1 INDING HIRE OR TWINE STAKE a PACKED STRAW 0 PLAN VIEW COMPACTED BACKFIU. 4. SACKFILL AND COMPACT 3. WEDGE LOOSE STR4AW IiIS is SHOWN THE CAVATED SOIL AS ON THE UPHILL SIDE BETYA EN BALES TO CA CONTINUOUS BARRII( OF THE BARRIER TO PRE- VENT PIPING. q1 y 4 Ir�ilI11SIYlI IItiP11�111��1 Il�iltll4�t� �l�lt��U�Y�� I BOTTOM OF DRAINAGE WAY PLAN ViEW U A $ NOTE,. ELEVATION AT POINT A SHOULD BE HIGHER THAN ELEVATION AT POINT S. CROSS SECTION BALED HAY OR STRAW INSTALLATION N.T.S. ?; 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE N W INFORMATION. ALL EXISTING UTILITIES SHOULD N to 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. Flow Storm Sewer Structure Note: Bindings shall not come In contact with the ground. ...a_ Flow Anchor with two 2"x2"x3' Stakes in each bale. HAY BALE INSTALLATION AT CATCH BASINS N.T.S. 20'-0" ........ ........ ....................................... 6" LOAM & SEED B FILTER FABRIC MIRAFI 140s OR EQUAL GRASS SWALE DETAIL not to scale { 6" CT O.O.T. 2" STONE To BE PLACED OVER FILTER FABRIC MATERIAL Fb SEE SEDIMENT AND EROSION 1 SHEET FOR PAVEMENT WIDTHS THRU STREET ANTI -TRACKING APRON N.T.S. 0 6 7-21-06 PER TOWN E:NGR. COMMENTS KMI REVISIONS 4 3-1-06 FINAL PLANS KMI 3 2-27-06 FINAL REVIEW COMMENTS KMI 2 12-30-05 APPROVAL CONDITIONS KMI 1 8-8-05 GENERAL REVISIONS MHA NO. DATE DESCRIPTION BY' EARTH OR STONE ANCHOR PILE ce FILTER FABRIC FILTER �- SUSCRADE SUBGRADErNOTE: FABRIC ce TOPEMOVE CSPLACE FILTER FABRIC GRATE TAKING CARE DAMAGE FILTER FABRIC W/STONE OR EARTH PiLE. CATCH BASIN GRATE SEDIMENTATION_ CONTROL N.T.S. PIPE SIZE Flow Storm Sewer Structure Note: Bindings shall not come In contact with the ground. ...a_ Flow Anchor with two 2"x2"x3' Stakes in each bale. HAY BALE INSTALLATION AT CATCH BASINS N.T.S. 20'-0" ........ ........ ....................................... 6" LOAM & SEED B FILTER FABRIC MIRAFI 140s OR EQUAL GRASS SWALE DETAIL not to scale { 6" CT O.O.T. 2" STONE To BE PLACED OVER FILTER FABRIC MATERIAL Fb SEE SEDIMENT AND EROSION 1 SHEET FOR PAVEMENT WIDTHS THRU STREET ANTI -TRACKING APRON N.T.S. 0 6 7-21-06 PER TOWN E:NGR. COMMENTS KMI REVISIONS 4 3-1-06 FINAL PLANS KMI 3 2-27-06 FINAL REVIEW COMMENTS KMI 2 12-30-05 APPROVAL CONDITIONS KMI 1 8-8-05 GENERAL REVISIONS MHA NO. DATE DESCRIPTION BY' EARTH OR STONE ANCHOR PILE ce FILTER FABRIC FILTER �- SUSCRADE SUBGRADErNOTE: FABRIC ce TOPEMOVE CSPLACE FILTER FABRIC GRATE TAKING CARE DAMAGE FILTER FABRIC W/STONE OR EARTH PiLE. CATCH BASIN GRATE SEDIMENTATION_ CONTROL N.T.S. PIPE SIZE EARTH OR STONE ANCHOR PILE ce FILTER FABRIC FILTER �- SUSCRADE SUBGRADErNOTE: FABRIC ce TOPEMOVE CSPLACE FILTER FABRIC GRATE TAKING CARE DAMAGE FILTER FABRIC W/STONE OR EARTH PiLE. CATCH BASIN GRATE SEDIMENTATION_ CONTROL N.T.S. PIPE SIZE A B C D E F G H VT RIP -RAP IN TONS 15' 10' 7' 1 1/2' it 1' 4 1/2' 1 112, 3' 6 18` 12' 8' 2' it 1' 5' 2' 4' 8 21" 13' 9' 21/2' 11/2' 1' 7' 21/2' 41/2' 12 24" 17' 10' 21/2' 11/2' 1` 8' 21/2' 51/2' 1 15 30' 1 120' 13' 3' 2' 2' 9' 3' 6' 1 22 36' 22' 16' 31/2' 1 2' 1 2` 1 91/2' 3112' 7' 1 33 EXISTING DIMENSIONS D1A. A B C I D E F R-1 R-2 12' 4' 2'-0' 6'-0 3/8 6'-0 3/8 2'-0' 1'-7 15/16' 1'-0 1/4' 9' 15' 6' 2'-3' 3'-10' 6'-1' 2`-6' 2'-0 5/16' 1'-0 1/2, 11' 18, 9' 2'-3' X-10` 6'-1' 3'-0' 2'-5' 11-3 1/2, 11-0' 24' 9 1/2' 3'-7 112' 2'-6' G'-1 1/2' 4'-0' 2'-9 3/16`P-4 13/16 V-2' 30' Y-0' 4'-G' 1'-7 3/4' 6'-1 3/4, S'-0` X-1' F-6 1/2' Y-3' 36' 1'-3' 5'-3' 2'-10 3/4 8'-1 3/4' 6`-0` 3'-1l 13/16' 24 5/16 V-8' 42' 1'-99 5'-3' 2'-11' 1 8'-2' 6`-6' 1 4'-5 7/8' 2'-3 1/2' 1`-10` 48' 2'-0' 6'-0' 2'-2' 8'-2' 74` 1 4'-81/2' 2'-41/2' 1'-10, PEW V /_ T T'- PLAN Rl�• SECTION Y-Y 7 1 • (l\Jtj A E0 CONCRETE CUTOFF VALL N !L ANCIMEDD To COR PREULVERT LEND END VIEW SECTION X-X NWE$t JOINTS SHALL BE TDNGUE AND GROOVE OR BELL AND SPIGOT AS REOUERED Ta CONFORM TO PIPE, VAL1. THIUN£SS SHALL C13WOM TO PIPE TWCKHESS, STRUCTURE SHALL BE PLACED ON EXISTING SUITADLE COMPACTED ►NTERIAL OR 12' GRAVEL SASE - CONCRETE CULVERT END NOT TO SCALE PLAN �ME END 6' BANK RUN GRAVEL SECTION A -A ENERGY DISSIPATER NOT TO SCALE SEDIMENTATION AND EROSION CONTROL NARRATIVE NOTES NOTE, 1. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED iN ACCORDANCE WITH THE "GUIDELINES FOR SOIL EROSION! AND SEDIMENT CONTROL' BY THE CONNECTICUT COUNCIL FOR SOiL AND WATER CONSERVATION. FILTER FABRIC SHALL BE NONWOVEN 2. HAY BALES AS SHOWN TO BE BUTTED TIGHTLY END TO END AND STAKED iN PLACE USING TWO 2" X 2" X 36" CLASS 2, WITH PERMITTIVITY OF WOODEN STAKES PER BALE. 0.5 TO 0.1 SECT AND AOS OF 0.43 rorI TO 0.22nr1 AND SHALL 3, ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY. A MEET AASHTO M289-96. 4. CONTRACTOR iS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES ' SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN AGENCY.!, B 5. ANTI -TRACKING APRON TO BE INSPECTED REGULARLY TO INSURE PROPER OPERATION WITH STONE TO BE ADDED TO OR REPLACED AS REQUIRED. CONTRACTOR WILL BE RESPONSIBLE TO SWEEP EXISTING ROADS AS REQUIRE?. 6. EROSION; AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER POSSIBLE. NOTE- 7. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD CHIP MULCH THIS IS A MINIMUM SIZING OR SEEDED WITH PERENNIAL RYE GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. OF RiP RAP AND SHALL BE IN 8. ADDITIONAL EROSION CONTROL MEASURES INCLUDING TEMPORARY EXCAVATED SEDIMENTATION STRUCTURES ACCORDANCE WITH DOT OR NRCSMETHOD SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. 9. HAY BALES TO BE PLACED SO THAT STRING DOES NOT COME IN CONTACT WITH THE GROUND. 10. CCNTRACTOR TO PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. 11. AN APPROVED EROSION CONTROL BOND IS REQUIRED BEFORE THE START OF ANY CONSTRUCTION ACTIVITY. 12. TEMPORARY SOiL STOCKPILES SHALL BE REMOVED FROM A LOT PRIOR TO A BUILDING PERMIT BEING ISSUED. EXISTING GRADE 13. CONSTRICTION OF DETENTION BASINS TO BE INSPECTED BY A REPRESENTATIVE OF THE DESIGN ENGINEER. OR OTHER SURFACE INSPECTION SHALL INCLUDE CHECKING ELEVATIONS TO ENSURE COMPLIANCE WITH THE PLANS. MATERIAL CONSTRUCTION SEQUENCE 1. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR AND THE DEVELOPER SHALL HAVE A PRECONSTRUCTION MEETING WITH THE TOWN OF SOUTH WINDSOR STAFF. 2. THE LIMITS OF CLEARING AND ROADWAY DISTURBANCE SHALL BE STAKED OUT BY THE SURVEYOR(S) AND SHALL BE FILTER FABRIC -(SEE INSPECTED BY TOWN STAFF PRIOR TO CUTTING OF ANY TREES. NOTE) 3. INSTALL ANTIt-TRACKING APRON AT GOVERNOR'S HIGHWAY AS DEPICTED ON THE PLANS, THE CONTRACTOR SHALL COORDINATE WITH THE PROPER AGENCIES FOR RELOCATION OF ANY UTILITIES OR SIGNS. INTERMEDIATE 4. INSTALL ALL 'PERIMETER EROSION CONTROL MEASURES AS DEPICTED ON THE PLANS. .AP 5. CLEAR AND GRUB AREAS AS DEPICTED ON THE PLANS AND AS DELINEATED IN THE FIELD. 6. RE -CONSTRUCT THE DETENTION BASiN AS DEPICTED ON THE PLANS (RAISE ELEVATION OF TOP OF BASIN/ INSTALL. 70' V•-NOTCH WEIR) AND STABILIZE IMMEDIATELY. THE BASIN MUST BE COMPLETELY STABILIZED BEFORE OUTLET IS CONSTRUCTED OR STORM WATER Is ALLOWED TO ENTER. ALL SEDIMENT COLLECTED IS TO BE PERIODICALLY REMOVED FROM THE BASIN BOTTOM DURING CONSTRUCTION TO ENSURE PROPER FUNCTIONING. 7. DRAINAGE SNIALES TO BE STAKED OUT AND SILT FENCING INSTALLED FOR PROTECTION AS DEPICTED ON THE PLANS. 8. EXCAVATE DRAINAGE SWALES PER DESIGN (SEE DETAIL) HOLD BOTTOM ELEVATION AT 75.00 IN ALL AREAS EXCEPT WHERE SPECIFIED (EAST OF EXECUTIVE COURT). STABILIZE SLOPES WITH SEEDING AS DETAILED AS SOON AS PRACTICAL. 9. STAKE OUT AND EXCAVATE MITIGATION AREA EAST OF EXISTING POND. PLANT PER LANDSCAPING PLAN SPECIFICATIONS. 10. REMOVE TOPSOIL FROM AREAS OF DISTURBANCE AND STOCKPILE iN THE LOCATIONS SHOWN SEEDING SCHEDULE ON THE PLANS. WETLAND MATERIALS SHALL BE STOCKPILED SEPARATELY, RING SOIL STOCKPILES WITH SILT FENCE IMMEDIATELY 'AFTER CREATION. ESTABLISH VEGETATION ON SOIL THAT IS TO BE STOCKPILED FOR LONGER THAN 30 DAYS. ALL DISTURBED AREA NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF REFER TO SEEDING SCHEDULE FOR VEGETATIVE COVER OF DISTURBED AREAS. TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE 11. EXCA1'ATC AREAS FOR TEMPORARY SILTATION BASIN(S) WITHIN PUMPING DISTANCE FROM PROPOSED SANITARY TRENCHES. RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10 BASINS. MUST', BE SIZED TO PROVIDE 10 HOUR MIN. RETENTION TIME FOR PUMP DISCHARGE. OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED FOR TOP DRESSING. APPLY GROUND LIMESTONE (EQUIVALENT 12. REMOVE TOPSOIL FROM AREAS OF DISTURBANCE WITHIN R.O.W. AND STOCKPILE IN THE LOCATIONS AS SHOWN ON THE TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF ? TONS PER ACRE OR 135 PLANS. RINGi, SOiL STOCKPILES WITH SILT FENCE IMMEDIATELY AFTER CREATION. ESTABLISH VEGETATION ON SOIL THAT POUNDS PER 1000 SQ. FT. iS TO BE STOCKPILED FOR LONGER THAN 30 DAYS. REFER TO SEEDING SCHEDULE FOR VEGETATIVE COVER OF PERMANENT VEGETATION COVER DISTURBED AREAS. 13. EXCAVATE C�NFIRMATION TEST PITS WITHIN EXECUTIVE COURT ROW, AS REQUIRED BY TOWN ENGINEER, TO DETERMINE SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1 DEPTH OF SUBBASE/BASE MATERIAL SPECIFIED 1N THE TYPICAL ROADWAY CROSS-SECTION. FINAL ROADWAY SECTION TO BE USE THE FOLLOWING MIXTURE: REVIEWED/APPROVED BY THE TOWN ENGINEER PER PLANNING AND ZONING APPROVAL CONDITION. KENTUCKY BLUEGRASS 45% RED FESCUE CREPEREPINGNNIAL 14, CUT AND FILL ROADWAY AREAS TO SUBGRADE ELEVATIONS AND STABILIZE SLOPED AREAS WITH HAY MULCH OR 10% PERENNIAL RYE GRASS 10% BY HYDROSEED. SEDIMENTATION AND EROSION CONTROL MEASURES ARE TO BE INSTALLED AND MAINTAINED APPLY 1 POUND PER 1,000 SQ. FT. OR 45 POUNDS PER ACRE. WOOD CHIPS SHOULD BE APPLIED AS CONSTRUCTION PROGRESSES. AT A RATE OF 500-900 POUNDS PER 1,000 SQ. FT. OR 10-20 TONS PER ACRE. 15. INSTALL SANITARY SEWER, WATER MAIN, AND STORM DRAINAGE. PROTECT TOP OF CATCH BASINS WITH NOTE: WITHIN UPLAND WETLAND REVIEW AREAS, SEED MIX TO BE SUPPLEMENTED WITH 20% WHITE HAY BALES AS DEPICTED AND INSTALL RiP-RAP AT OUTLET STRUCTURES AS SHOWN. CLOVER BY VOLUME. 16. INSTALL UNDERGROUND ELECTRIC CONDUIT AND ANY OTHER UTILITIES. TEMPORARY VEGETATIVE COVER 17. PREPARE SUBGRADE FOR PAVING, SIDEWALKS AND CURBING AND PREPARE DISTURBED AREAS FOR SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 LOAMING AND SEEDING. 18. PLACE PAVEMENT, CURBING, AND LOAM. SEED AND MULCH OR HYDROSEED ACCORDING TO SEEDING ANNUAL RYE GRASS 100% APPLY ONE POUND PER 1,000 $0. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH SCHEDULE, SITE LANDSCAPING MAY BEGIN AT THIS TIME. AT 2 TONS PER ACRE. Maintenance and Operation: The following maintenance operations will be require ensure the proper and efficient operation of the Storm Water System, and Detention! Water Quality Basin. The following maintenance schedule is intended to b minimum guide, and additional inspections and maintenance measures may be require following large storm events that could cause the deposition of excess debris in the system. Pipe Outlet Locations: The pipe outlets and associated dprap shall be inspect annually and cleaned of silt and or debris. The riprap shall be re -shaped and replenished as required. Catch Basins: The catch Basins within each lot shall be inspected annually. sumps shall be cleaned when the depth of material within the sumps roaches 1' Pavement Sweeping: The parking lots within each lot shall be swept at a minimum of twice per year. Once in the spring shortly after the end of the snD season, and once in the fall after the leaves have fallen. Basin Spillway: The spillway shall be inspected twice yearly. All large woo growth that may affect the flow of water or the stability of the spillway shall b removed. The spillway shalt also be inspected after atty flow passes through it The riprap shall be re -arranged and added to as required to maintain the desig per the design plans. DRAINAGE SWALES: To be maintained periodically (twice yearly minimum) to remove all large woody growth and debris that may affect the flow of water or the stabilit the channel. Gross slopes to be mown on an annual be (min.). (860) 291-8755 (pesign rofessionals, Inc. civil engineers • planners • surveyors 1 61 south satellite road, south windsor, connecticut 06074 n y GENERAL NOTES: 1. PROPERTY IS IN ZONE X- AREA DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. FIRM PANELS 5 OF 9 AND 6 OF 9 -- COMMUNITY PANEL NUMBERS 090036 0005E AND 090036 00069. d to 2. INLAND WETLANDS FIELD VERIFIED BY REMA ECOLOGICAL SERVICES LLC. c a 3. C014TOURS ARE AT TWO FOOT INTERVALS UNLESS OTHERWISE NOTED. d ' 4. ALL CONSTRUCTION TO CONFORM TO THE TOWN OF SOUTH NNDSOR PUBLIC IMPROVEMENT SPECIFICATIONS. AND TO CURRENT CONNECTICUT DOT SPECIFICATIONS FORM 816 AS AMENDED. ed 5. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. 6. EXISTING UTILITIES AS DEPICTED ON THE PLANS ARE TAKEN FROM THE AVAILABLE INFORMATION. THE CONTRACTOR SHALL HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. BEFORE EXCAVATING, CONTACT "CALL -BEFORE -YOU -DIG" AT 1-•800--922-4455. The 7. FIELD OHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR AND THE DESIGN ENGINEER. w 8. ALL PROPOSED UTILITIES TO BE UNDERGROUND. 9. ALL BU,iLDINGS SHALL BE EQUIPPED WITH ROOF LEADERS AND SPLASH PADS. cy 10. MAXIMUM SLOPE OF CUT AND FILL AREAS TO BE 3:1( UNLESS NOTED OTHERWISE). ALL FILL MATERIAL IS TO BE CLEAN MATERIAL. as 11. ALL STUMPS TO BE CHIPPED ON SiTE. NO STUMPS ARE TO BE BURIED ONSITE. 12. CATCH BASIN TOPS SHALL NOT BE CEMENTED DOWN UNTIL FINAL GRADES ARE SET. 13. PRIOR TO INSTALLATION OF PAVEMENT BINDER COURSE, ALL BUILDING UTILITY LATERALS SHALL BE REQUIRED /or TO BE "EXTENDED A MINIMUM OF 25 FEET INTO THE LOT. of 14. SANITARY BUILDING LATERALS SHALL BE 6" PVC WITH MINIMUM SLOPE OF 2.07. sis _ ; ` ESTIMATED START DATE FOR CONSTRUCTION - SUMMER, 2005 ESTIMATED COMPLETION DATE FOR CONSTRUCTION - SUMMER, 2006 RESPONSIBLE PERSON(S) FOR IMPLEMENTATION OF SEDIMENTATION AND EROSION CONTROL: David Brawn 998 FARMINGTON AVE. WEST HARFTORD, CT 06107 TEL. (860) 236-2595 CONSTRUCTION DETAILS AND NOTES DESIGN: KMI I DRAWN.• KMI CHECKED: KMI JOB NO.: 738 DA TE. DUNE 30, 2005 ORA WING NO.: 108 k 738 ), 738-details. dwa PROPERTY SURVEY/SUBDIVISION: EXECUTI VE 1%*.,A0UR T GO V IER Alf ®R9S H liGHWAY SOUTH H WINDSOR, CO NEC It UC A SHEET 8 / 0 ` ESTIMATED START DATE FOR CONSTRUCTION - SUMMER, 2005 ESTIMATED COMPLETION DATE FOR CONSTRUCTION - SUMMER, 2006 RESPONSIBLE PERSON(S) FOR IMPLEMENTATION OF SEDIMENTATION AND EROSION CONTROL: David Brawn 998 FARMINGTON AVE. WEST HARFTORD, CT 06107 TEL. (860) 236-2595 CONSTRUCTION DETAILS AND NOTES DESIGN: KMI I DRAWN.• KMI CHECKED: KMI JOB NO.: 738 DA TE. DUNE 30, 2005 ORA WING NO.: 108 k 738 ), 738-details. dwa PROPERTY SURVEY/SUBDIVISION: EXECUTI VE 1%*.,A0UR T GO V IER Alf ®R9S H liGHWAY SOUTH H WINDSOR, CO NEC It UC A SHEET 8 / 0 F, PLANTING SCHEDULE RQM 1. ALL EXISTING TREES TO REMAIN SHALL BE SHAPED OR PRUNED WITHIN THE DEVELOPMENT AND ALONG THE PERIMETER OF CONSTRUCTION LIMIT AS REQUIRED QTY. KEY COMMON NAME / SCIENTIFIC NAME TYPE BY LICENSED ARBORIST. SIZE SPACING MATURE 2, ALL AREAS DESIGNATED AND ALL AREAS DISTURBED NOT RECEIVING A SPECIFIC SURFACING, SHALL BE SEEDED SHALL RECEIVE FOUR (4) INCHES OF TOPSOIL, HEIGHT WIDTH SOIL AMENDMENTS AND MULCH, WATER AND MAINTAIN LAWN AREA UNTIL ALL AREAS ARE STABILIZED AND ACCEPTED BY OWNER'S REPRESENTATIVE. TOPSOIL SHALL TREES BE LOAMY FRIABLE SOILS FREE OF SUBSOILS & ROCKS 12 AC ABIES CONCOLOR WHITE FIR GREATER THAN 3/4" AND OTHER DELETERIOUS SUBSTANCES, pH OF TOPSOIL SHALL BE BETWEEN 5.5 & 6.5. 5' HT. B&B AS SHOWN 30 HT/20'W i PARTICLE DISTRIBUTION SHALL BE: 10 AF ABIES FRASERI ERASER FIR 5' HTGRAVEL LESS THAN 10% . B&B AS SHOWN 30'HT/20'W I COARSE TO MEDIUM SAND 3D-•65% 24 AP ACER PLANTiNOIDES 'CRIMSON KING' CRIMSON KING MAPLE FINE SAND 5-207. 6 PS PINUS STR08U5 S'CAL. B&B AS SHOWN 30'HT/30'W VERY FINE SAND 0-20% / EASTERN WHITE PINE SILT 15-2s% 0 TM TAXUS MEDIA 'HICKS::' S' HT. B&B A5 SHOWN 50 HT/30 W CLAY 15-2s% HICKS YEW 5' HT, B&B AS SHOWN 30'HT/20'W 3. LAWN GRASS SEED MIXTURE: 30 TO THUGA OCCIDENTALIS 'DARK AMERICAN' DARK AMERICAN ARBORVITAE 5' HT. B&B AS SHOWN 20 HT 10 W A. SEEDING MIXTURE TYPE i (LAWN AREA): , BLUEGRASS BLEND (3 VARIETIES) 50% OF MIXTURE / CHEKINGS RED FESCUE 307. OF MIXTURE 11 TP THUGA X PLICATA 'GREEN GIANT' GREEN GIANT ARBORVITAE PERENNIAL RYEGRASS 20% OF MIXTURE a SHRUBS 5' HT. B&B AS SHOWN 50'HT/25'W APPLICATION RATE: 4.50 LBS PER 1000 S.F.WITH WOOD HYDRO -MULCH 0 1200 LBS. PER ACRE. 9 !M ILEX X MESERVEAE 'MESOG' CHINA GIRL HOLLY 3' HT. 8&B 6' B. SEEDING MIXTURE TYPE II (LOW MAINTENANCE) O.C. 12 HT/10 W TALL FESCUE 70% OF MIXTURE o �/ 18 PJM RHODODENDRON 'PJM' PJM RHODODENRON 3' HT. B&B 6' 0. C. 6'HT/ 6'W PERENNIAL RYEGRASS 107.. OF MIXTURE CREEPING RED FESCUE 107. OF MIXTURE EXIS [ INE ALSIKE CLOVER 57. OF MIXTURE REOTOP 57. OF MIXTURE J APPLICATION RATE: 3.60 LBS PER 1000 S.F.WITH WOOD HYDRO -MULCH 0 1200 LBS. PER ACRE. C. TEMPORARY VEGETATIVE COVER SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 PERENNIAL RYEGRASS 1007. fgll / / 1 �•.�, CREATED WETLANDS AREA (MITIGATION) APPLY ONE POUND PER 1.000 SQ. FT. WiTH WOOD HYDRO -MULCH AT 1200 LBS. PER ACRE. RECONSTRUCTED WETLANDS BOTTOM PLANTINGS (10,000 S•F.) '%• ALL TREES AND SHRUBS SHALL MEET THE AMERICAN STANDARDS FOR NURSERY STOCK, ANSI Z60.t BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. 0 NOTE:1100 PLANTINGS WILL INCLUDE: ALL TREES SHALL HAVE A CENTRAL LEADER, ALL TREES SHALL BE FRESHLY DUG WITHIN 30 DAYS OF DELIVERY TO THE PROJECT SITE. 1. 278 -CAREX CRINITA (FRINGED SEDGE) - 10T. POT/3` O.C. ALL TREES PLANTED WITHIN HTE TOWN'S STREET TREE EASEMENT MAY NOT BE REMOVED WITHOUT APPROVAL OF THE TOWN'S PUBLIC WORKS DIRECTOR. 5. PLANTING SEASONS: SPRING - MARCH 15 TO JUNE 10 / / \ O.C. FALL - SEPTEMBER 15 TO NOVEMBER 15 2. 278 ~CAREX APULINA (HOP SEDGE) - 1 QT. POT/3' 6. PLANTING SEASON VARIANCE: IF SPECIAL CONDITIONS EXIST TO REQUIRE PLANTING OUTSIDE THE ABOVE SPECIFIEp DATES, THE CONTRACTOR SH OT AFFECT ALL SUBMIT �'`• 0 3. 278 - CAREX SCOPARIA (BROOM SEDGE) - i QT, POT/3' O.C. IN WRITING FOR PERMISSION BY THE OWNER'S REPRESENTATIVE. ANY VARIANCE IN THE PLANTING SEASON WALL NTHE ONE (YEAR GUARANTEE PERIOD. 4. 278 -CAREX STRICTA (RUSSOCK SEDGE) - 1 QT. POT/3' O.C. 7. SUBSTITUTION OF PLANTS WILL NOT 8E PERMITTED UNLESS APPROVED IN WRITING BY YTiE OWNER. D• 4 5. SEEDING MIXTURE TYPE III --RECONSTRUCTED WETLANDS TO BE 8. PROVIDE A MINIMUM OF (B V PLANTING SOIL MIXTURE IN ALL PLANTING BEDS. SEEDED WITH A WETMIX SEEDING MIXTURE FROM NEW ENGLANO I 9. PLANANBASa LMMILXTUREI(OBY VOLUME) SHALT_ BE EQUAL T0: ��`•.•, WET PLANTS, INC. SEEDING RATE SHALL I B. BOURSE MULCH - AS 2% BE ONE POUND PER NECESSARY 2,500 S.F. WITH A NURSE CROP OF WINTER RYE C. CLAY LOAM TOP SOiL- AS NECESSARY (0.80 LBS./2,500 S.F.) TO D. SOIL AMENDMENTS- AS RECOMMENDED BY TESTING ACHIEVE IMMEDIATE STABILIZATION OF S01L. SOIL MIXTURE SHALL CONTAIN THE A80VE TO ACHIEVE THE FOLLOWING GRADATION RANGE: / `� \ EXI REEUNE 6. RECONSTRUCTED WETLANDS FOR THE HERBACEOUS PLANTINGS A. GRAVEL -LESS THAN 107. SHALL HAVE 12 INCHES OF EXISTING ONSITE WETLAND SOILS TO ACHIEVE! B. COARSE/MEDIAN SAND-• 55%-65% . (EXISTING SOIL TO BE STOCKPILd1 1 C. FIND TVERY FINE SAND- 159-257 ORGANIC MATERIAL • � �,.. � \ \ A MINIMUM OF 30% D. SILT- ar.-20% / COVERED WiTH PLASTIC AND KEPT WET UNTIL PLACED. E. CLAY- 15%-20% ) 10. SOIL AMENDMENTS: 7. FINAL PLANTING PLACEMENT AND QUANTITIES TO BE DETERMINED IN A, LIME SHALL BE PELLETIZED LIME MANUFACTURED TO MEET AGRICULTURAL STANDARDS AND CONTAIN A MAXIMUM OF 60% OXIDE. FIELD BY OWNER'S AND AP A i (I.E., CALCIUM OXIDE PLUS MAGNESIUM OXIDE). B, FERTILIZER SHALL BE OF A FORMUL..A INDICATED BY THE SOIL TESTING TO ACHIEVE A MINIMUM OF ONE POUND OF NITROGEN PER 1000 S.F. OF LAWN AREA. FERTILIZER SHALE. BE A MINIMUM OF 507. ORGANIC SLOW -RELEASE COMPOSITION. 11. DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED BY THE DEVELOPER DURING THE FOLLOWING PLANTING SEASON OF THE FIRST YEAR WARRANTY. TREE WARDEN. MAINTENANCE Oi: THE STREET TREES ARE THE RESPONSIBILITY OG THE ADJACENT LOT OWNER. NO STREET TREE SHALL BE PRUNED UNLESS DIRECTED BY THE TOWN'S 12. FOR LANDSCAPE BUFFER ELEVATIONS, SEE SHEET !Z. A D,pA/Mq jNOTE: S� 1 kv�. Of FAWR Or \� CONTRACTOR TO COORDINATE INTERPLANTED BUFFER INSTALLATION WITH OWNER'S LANDSCAPE ARCHITECT AND TOWN STAFF TO ACHIEVE SUFFICIENT LANDSCAPE SCREENING. \ I UT FAVOR OF tOW7 \ w EXISTING TREELINE ' if WE STONE tI W PA1H OF -�` Towi wso""' PROPS TREELINE (TYP.) ;, i 7.� �. "�N4 WETLAND .\ • • d o MITIGATION AREA . • v t7 '� N/F MARCEL 0. BRIER = / EXISTING TRFFI I 5� a * NA RYCONN Abb U4 * CROSS -SLOPE MAX 0 ii �` Ili €AYQS aF LMM2 4' TOPSOIL AND SEED //'' END FABRIC 2" BELOW FINISH SURFACE 1'19' � •- =:,, �S � FW1SN GRADE FINISH " GRADE cF�utzl - ::.'o.........'.Q p 0.. GEOTEXTiLE FABRIC MIRAF) 140S OR EQUAL (IF REQUIRED - SEE PLANS) o �► •COARSE PROCESSSED AGGREGATE v� sbFi/ COMPACT 51I0GRAOE �85X COMPAO110ti)';;, a); NOTES: ID STONE„ .DUST PATH ?• +mot STONE DUST FULLY PRIOR TO COMPACTION (85x). (� �'` �` `�� 1*4AA N.T.S. 2 COURSl: PROCESS AGGREGATE (8b7G COPMPACT40N). 10 \ � �• NOTES: DO NOT NLY CR PRUNE THE TREE AT PLANTING, �` AP PRUNE ONLY CROSSOVER LIMBS 8WICHIIIANT \ i. ALL MONUMENTATION FOUND OR SET IS DEPICTED'. HEREON. LEADERS, AND BROKEN OR LA BWJICHES AA SOHE IN(EP,IOR !",% ANO ID'o no BRp ,ONES 7 •� O tAY OE PRUNED; HOWEVER, W NOT N. upT•E \ \ \ 2. LOT AREA=38.59 AC THE TERMJNAL BUDS OF BRANCHES 1: •: EXTEND TO THE EDGE OF THE CROWN. \ 3. WETLANDS DEPICTED HEREON WERE FLAGGED BY:''REMA ECOLOGICAL SERVICES LLC. OFT TREES ONLY UPON THE APPROYAt HE wlDsuwE ARunTEcr ON OR BEFORE 9--21-99 AND FIELD LOCATED BY DEf SIGN PROFESSIONALS, INC.iNC. SEE SIMK DEEM. \ PROM EOFRTHE tA DSCAUPEE ARCHIIECt kMK THE NORTH SIDE Of TIIE TRf ROOT FLAIR SHALL BE A WNLILAi OF 2` ABOVE THE FINISH GRADE PLANTED 7N THE NURSERY, MD ROTATE TREE EACH TREE MUST BE PITED SUCH THAT ��•.�, TO FACE NORTH AT THE SHE WHEN EVER POSSIBLE. THE TRUtIK FLARE IS VISIBLE AT THE TOP Of iNE ROOt B&L_ TREES WHERE THE TRUNK \ NCH RRIO FLARE 6 HOT 'ASIBLE SHALT. DE REJECTED. .� SET TOP Of ROOT GALL flUSif TO 1800 h!N I6 FT.) DWI, LUN. DO NOT COVER THE TOP of THE ROOT GRADE OR 25-50 MH ((1-2 go 400 HM L8 ) OUA4. PREfERREO FALL vATH SOtI- WGHER in SLOSYLY ORATIeNO SOILS, MAP REFERENCES: N/F ALBERT J. SCHNEIDER 200 Alll c8 aT.) 1. BOUNDARY SURVEY -- PROPERTY TO BE CONVEYED TO DAViD A. BROWN - ( ',',Y"; 100 MM (4 IN.) HIGH EARTH SAUCER GOVERNORS HIGHWAY & NUTMEG ROAD, SOUTH WINDSOR. CONNEC11CUT i+°uLcii i}! co�r"ter`;"i D6R'e� R`u K• "'''"''' Y, BEYOND EDGE OF ROOT BALL, SCALE 1"=80' DATE: DECEMBER 4,1988 BY REESE :G: ROBERTS, WINDSOR CONNECTICUT MJJNTAIN THE NIJLCFS TOTED -FREE FOR , ,, :,',REMOVE ALL TWINE, ROPE AND WIRE, AND A JANUlUJ1 Or ONE YEAR AFTER , ,','.� ; , i , , > , , , , , > PLANT... ', , I , 4 , , , BURLAP FROM TOP HALF OF ROOT BALL IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND 2. BOUNDARY SURVEY LAND OF DAVID A. BROWN SOUTH WINDSOR, CONNECTICUT THE ROOT AND REMOVE 8 BALL VAPER THE WIRE BASKETS FOUR PLACES CU THE OF BASKET, PROJECT 87--408A, DATE 3-04-88, SCALE 1" =1000k. SHEET 1 OF 9 FUSS&O'NEILL NOTE: FqR Ngi Ng of PLACE ROOT BALL ON UNEXCAVATED PLANTING iYPES QF SOIL OR TAMPED SOIL. 3. PROPERTY MAPPED FOR RAYCON INC., GOVERNORWS HIGHWAY, SOUTH WINDSOR AMENDMENTS, RO SOIL REPLACEMENT, TAMP $OiL AROUND R OT BAL SEE 'SOIL IMPROVEMENT DETAILS" BASE FIRMLY WITH FOST PRELURE CONN. SCALE 1"=100' DATE SEPT. 7, 1966 REV TO"TEB 21 1907 HAYDEN L. GRISWOLD C.E. SO THAT ROOT BALL DOES NOT SHIFT. NOTES I. NO MULCH WITHIN 3" OF TREE. PLEASE REFER TO INTRODUCTION AND USE CRITERIA PRIOR TO USING THIS DETAIL. 2. THIS DETAIL ASSUMES THAT THE PLANTING SPACE iS LARGER THAN 2400 MM (8 FT.) SQUARE. OPEN TO THE SKY, UM NOT COVERED H ANY PAVING OR GRATING. SUPPLEMENTAL NOTE NO. 3A: DEPENDING ON THE SOILS CONDITIONS, . TREE PITS $H SHALL BE I MINIMUM UI TWO TIMES THE DIAMETER OF THE P[ANTU ROOT BALL . THE SEEDING MIXTURE TYPE It MAY BE MODIFIED AFTER REVIEW OF 4. WATER SHALL BE APPLIED AS REQUIRED TO MEET SOIL CONDITIONS THROUGHOUT CONSTRUCTION AND WARRANTY PERIOD.. B&B TREES IN ALL SOIL TYPES CONDITIONS BY OWNER'S LANDSCAPE ARCHITECT AND TOWN STAFF TO N.T.S. INCLUDE: BUFFALO GRASS, BLUE GRAMMA, LITTLE BLUESTEM, SWiTCHGRASS SIDE -OATS GRAMMA AND/OR A LEGUME (BIRDS -FOOT TREFOIL OR CROWN VETCH W/ INOCULANTS) z g ;; 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD i EXISTING TREELI / 27--TO " LANDSCAPE BUFFER = ELEVATION SECTION I �j EXISTING TREELINE NOTE: INTERPLANTED 50' LANDSCAPE BUFFER TO BE REVIEWED BY OWNER'S REPRESENTATIVE AND TOWN STAFF UPON COMPLETION TO DETERMINE NEED FOR SUPPLEMENTAL PLANTINGS. 4 \.. ' PS INTERPLANTED 80' LANDSCAPE BUFFER \� LEGEND 3 r / • / 0 IRON PIN TO BE SET r� /O ACI s EXISTING IRON PIN 0 MONUMENT TO BE SET / EI EXISTING MONUMENT EXISTING UTILITY POLE 4 = EXISTING CATCH BASIN AND PIPE NDSCAPq FFER EXISTING SANITARY MANHOLE AND PIPE NATION ISE ON '®' _ _ _ - EXISTING WATER MAIN AND HYDRANT \ \ y 7 I \ \ 13-PJM STONE WALL ® DUMPSTER PAD EXISTING CONTOUR \ 3-To o X61,95 EXISTING SPOT GRADE PROPOSED PROPERTY LINE ..... EXISTING PROPERTY LINE �v� I 100 YEAR FLOODPLAIN BOUNDARY '%- ---• REGULATED AREA BE FiELD VERIFIED PRiOR TO CONSTRUCTION. i ■ Tel. 860.291 • 8755 4 t/73/OS 0! LETE APPROPRIATE TREES/ ADD STONE OUST PATH JAU i GRAPHIC SCALE FOX 860.291 • 8757 8M n 2. ALL UTILITIES ARE T4 BE STAKED IN THE FIELD �j g 10/26/05 PER TOM COMMENTS RL,B i 1100 esi h LIM DISCAM PLAN a 100 20D " '�rr"r+llV BY A LICENSED LAND SURVEYOR PRIOR TO s CONSTRUCTION. 2 9/18/05 PER TOWN COMMENTS RUBrofes� s�on l in . °i 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 9/08/O5 PER TOWN COMMENTS RUB IMPRESSION SEAL AND ORIGINAL SIGNATURE • civil engineers OESiON.•RL8 DRAGYN. RLB 77 1 inch lOp ft planners •surveyors CHECKED: RLB 1 OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESt,+�'TION 8Y landscape architects gis cps roe No.: 073$ DATE: 511111051 165 ouch Satellite Road, South Windsor, Connecticut 06074 DRAWNG NO.. SERi/ER JOBS Q738 738--/and,' INLAND WETLANDS DEPENDENT RESURVEY PREPARED FOR: SHEET EXECUTIVE '"'URT Ll GOVIERNompS HRGHWAY CtU']l~ f -- \ INTERPLANTED LA CAPE BUFFER '\ PLANTING SCHEDULE �\ CITY. KEY SCIENTIFIC NAME COMMON NAME SIZE TYPE SPACING MATURE HEIGHT WIDTH TREES 12 AC ABIES CONCOLOR WHITE FIR 5' HT. B&B AS SHOWN 30'HT/20'W �� /• �`""""•+ `` 10 AF ABIES ERASER! FRASER FIR 5' HT, B&B AS SHOWN 30'HT/20'W 24 AP ACER PLAN71NOIDES 'CRIMSON KING' CRIMSON KING MAPLE 3"CAL. B&B AS SHOWN 30'HT/30'W \ 6 PS PINUS STROBUS EASTERN WHITE PINE 5' HT, B&B AS SHOViN 50'HT/30'W • \ \ ` 0 TM TAXIS MEDIA 'HICKSII' HICKS YEW 5' HT. / 6 \` B&S AS SHOWN 30'H7/20'W t 30 TO THUGA OCCIDENTALIS 'DARK AMERICAN' DARK AMERICAN ARBORVITAE V HT. 8&B AS SHOWN 20'HT/10'W .. 11 TP THUM X PUCATA 'GREEN GIANT' GREEN GIANT ARBORVITAE 5' HT. B&B AS SHOWN 5Q'MT/25'W SHRUBS 3-PS 8 PJM RHODODENDRON p� ESOG' CHINA RHODODE RON 3' HT. B&B 6' O.C. 6 HT% S WW • •,gip � r.,, TORECONSTRUCTED WETLANDS BOTTOM PLANTINGS (10.000 S.F.) 1, 278 CAREX CRINITA(FRINGED \Nq NOTE:1100 PLANTINGS WILL INCLUDE: \ •-�"^'""• ~��• � y � [2. 78 - SEDGE) - 107. POT/3' O.C. 2 CAREX APUIUNA HOP SEDGE / � \ b( ) - 1 OT. POT/3' O.C. 3. 278 - CAREX SCOPARIA (BROOM SEDGE) - I QT. POT/3' O.C. �� ��/ 4. 278 - CAREX STRICTA (RUSSOCK SEOGE) - 1 QT. P0T/3' O.C. 5. SEEDING MIXTURE TYPE III -RECONSTRUCTED WETLANDS TO BE SEEDED WITH A WETMIX SEEDING MIXTURE FROM NEW ENGLAND •`` / WET PLANTS, INC, SEEDING RATE SHALL $ N E ONE POUND PER //}} � 2,500 S.F. WITH A NURSE CROP OF TINTER RYE �� ' `\ `\ /�i �� (ECO I85./2,500 S.F.) TO ACHIEVE IMMEDIATE STABILIZATION OF SOIL. \ v ii 11 C� ,� 6. RECONSTRUCTED WETLANDS FOR THE HERBACEOUS PLANTINGS SHALL HAVE 12 INCHES OF EXISTING ONSITE WETLAND SOILS TO ACHIEVE A MINIMUM OF 30% ORGANIC MATERIAL. (EXISTING SOIL TO BE STOCKPILE `\` �� '� BUFFER j ('''' �^- ; •� COVERED WITH PLASTIC AND KEPT WET UNTIL PLACED.) \� �' y- LANDSCAPE BUM 1^ Sri 7. FINEAL PLANTING PLACEMENT AND QUANTITIES TO BE DETERMINED IN • � ` tJ 1 Lam. t � i ELEVATION SECTION Ai • - AP DR M IN FAVOR OF THE TOWN DRAINAGE EASEMENT OF SOUTH WINDSO IN FAVOR OF THE TOWN OF SOUTH WINOSOR E r \, STING TREELIKE / \ / NOTE: INTERPLANTED 50' LAND �`� '�• �. m SCAPE BUFF • ER TO -A \ BE REVIEWED BY OWNER'S REPRESENTATIVE A N D . .. - - - - :...•... _..,�_ �\ `� �\ �� w �� / TOWN STAFF UPON COMPLETION TO DE TERMINE ---- - - - - -- --"SUPPLEMENTAL \ NEED F 0 R PLANTINGS. NOTE: CONTRACTOR TO COORDINATWITHE INTERPLANTED BUFFER INSTALLATION WITH �„� '�,�, - ��* f AND TOWN STAFF TO ACHIEVE SUFFICIENT LANDSCAPE. SCREENING. OWNER'S LANDSCAPE ARCHITECT CREATED WETLANDS AREA (MITIGATION) q SUPPLEMENTAL NOTE NO.3A; DEPENDING ON THE SOILS CONDITIONS, `tit.., ""' / �'\ THE SEEDING MIXTURE TYPE II MAY BE MODIFIED AFTER REVIEW OF ONSITE \ 3 P CONDITIONS BY OWNERS LANDSCAPE ARCHITECT AND TOWN STAFF TO INCLUDE: BUFFALO GRASS, BLUE GRAMMA LITTLE BLU ESTEM, SWITCHGRASS SIDE -OATS GRAMMA AND/OR A LEGUME (BIRDS -FOOT TREFOIL ` / OR CROWN VETCH �\ • .... � C W/ INOCULANTS`f 1; ALL EXISTING TREES TO REMAIN SHALL BE SHAPED OR PRUNED WITHIN THE DEVELOPMENT AND ALONG THE PERIMETER OF CONSTRUCTION LIMIT R \ � �u BY UCEN 0 SS AR80RIST. AS REQUIRED TP 2, ALL AREAS DESIGNATED AND ALL AREAS DISTURBED NOT RECEIVING A SPECIFIC SURFACING. SHALL BE SEEDED STALL RECEIVE fOUR (4) ACHES OF TOPSOIL, J *• t SOIL AMENDMENTS Ak0 MULCH, WATER AND MAINTAIN LAWN AREA UNTIL ALL AREAS ARE STABIUZEp AND ACCEPTED BY pWttER S REPRESENTATVE TOPSOIL SHALL \ 1 � �Utk, ypgp�� BE LOAMY FRIABLE SOILS FRFJE OF SUBSOILS ec ROCKS \� �'"► C / �!!"AO GGRAEEATCER THAN 3/4• AND VIII DELETERIOUS SUBSTANCES, PH OF TOPSOIL SHALL BE BETWEEN I ^tijj i N�STRI$UTION SHALL 8E A GRAVEL LESS THAN 109 / / • , / v.�J•tc COARSE 70 MEDIUM SANG r / •�3 •�c FINE SAND Drx ` 1 / ` ` '��llD VERY FINE SAND 0-207 INTERPLANTED 3 CLAY 16-26 O f SILT 15-25Y. • / 1 p��Ip` �� LAWN GRASS SEED MIXTURE: 15 25x r ``/�• �.� `� ��I1��� A E��� BLEND {3MIXTURE EVAttIET1ES) 547.LAM • OF MIXTURE / LANDSCAPE BUFFER BASS 30x OF MIXTURE PItiTENNtAI RYECRASS 20% OF MIXTURE +\� `\ \` •(!� vU► . glp� nP'11CATKIN RATE: 4,50 LOS PER 1000 SYNATH WOOD HYDRO -MULCH O 1200 LBS. PER ACRE. 1�. \ / `• \ `` //"'��� B, SEEDING MIXTURE TYPE II (LOW MAINTENANCE) `�,,1 TALL FESCUE 70P. OF MIXTURE PERENNIAL RYEGRASS 109 OF MIXTURE ` / • \ " CREEPIE CLORED VER FESCUE toy OF MIXTURE ALSIK\ \ / juJwiv pi •�Q SX OF MIXTURE REOTOP 59 OF MIXTURE APPLICATION RATE: 3.50 LBS PER 1000 S.F."TH WOOD HYDRO -MULCH 0 1200 LEIS, PER ACRE, ` ` 1• f �,�• /r� �. TEMPORARY VEGETATIVE COVER ` SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 PERENNIAL R B t00% APPLY ONE POUND PER 1,000 SQ. t?. PATH WOOD HYDRO --MULCH AT 1200 LBS, PER ACRE. NR�p 4. ALL TREES AND SHRUBS SHALL MEET THE AMERICAN STANDARDS FOR NURSERY STOCK, ANSI AND LANDSCAPE ASSOCIA1fON. /�.� / / """• ••...,,y �� �> I 260.1 BY THE AMERICAN N ALL TREES SHAM. HAVE A CENTRAL LEADER. ALL TREES SHALL BE FRESHLY DUG MTHN 30 DAYS OF DELIVERY TO THE PROJECT SITE. ALL TREES PLANTED MATHIN HTE TOWN'S STREET TREE EASEMENT MAY NOT BE REMOVED WITHOUT APPROVAL OF THE TOM'S PUBLIC WORKS DIRECTOR. �"w"•" ' IF+1 S. PLANTING SEASON& SPRING - MARCH 15 TO JUTE 10 • vUtk, �» "�' /L ^ FAIL - IF SPECIAL O DI NOVEMBER 15 Ij j1 (L./ 6. PLANTING SEASON VARIANCE SPECIAL CONDITIONS EXIST TO REQUIRE PLANTING OUTSIDE THE ABOVE SPECIFIED GATES, TIE CONTRACTOR STALL SUBMIT ,�iOryp�� IN WRITING FOR PERMISSION BY THE OWHER'S REPRESENTATIVE, ANY VARIANCE IN THE PLANTING SEASON WILL NOT AFFECT THE ONE YEAR GUARANTEE PERIOD. / / M• 7. SUBSTITUTION OF PLANTS WILL NOT BE PERMITTED UNLESS APPROVED IN WRITING VY THE OWNER, 8. PROVIDE A MINIMUM OF 12' OF PLANTING SOIL MIXTURE IN ALL PLANTING VETS. 6 "' 9, PLANTING SOIL MIXTURE ((BY VOLUME) SHALL BE EQUAL TO �"✓ / i n• A DARK MULCH- 107_- ri 7�711` B. COURSE SAND- AS NECESSARY SSARY 0. SSULYAMENDMLOAM TENTS- AS RECOSOIL- AS HIMMDEO BY TESTING SOIL MIXTURE SHALL CONTAIN THE ABOVE TO ACHIEVE THE FOLLOWING GRADATION RANGE. A. GRAVEL-LcSS THAN 10% B. CAARSE/MEDIAN SANG- 55X-65z C. FIND TO VERY FINE SAND- 15z- 25% 0. SILT- t15X-20 10. SOIL AMENDMENTS: A. LIME SHALL BE PELLETIZED LIME MANUFACTURED TO MEET AGRICULTURAL STANDARDS AND CONTAIN A MAXIMUM OF 0 OXIDE (I.E.. CALCIUM OXIDE PLUS MAGNESIUM OXIDE). \ \� .` \ • / / B. FER71UZER SHALL BE OF A FORMULA INDICATED BY THE SOIL TESTING TO ACHIEVE A MINIMUM OF ONE POUND OF MTROCEN PER 1000 S.F. *. OF LAWN AREA. FERTIUZER SHALL BE A MINIMUM OF 50% ORGANIC SLOW -RELEASE COMPOSITION. ��\ \ .` ` / /,•, ._,� 11. DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED BY 1H£ DEVELOPER DURING 7H£ FOLLOMNG PLANTING SEASON OF THE FIRST YEAR WARRANTY, MAINTENANCE OF THE STREET TREES ARE THE RESPONSIBILITY OG THE ADJACENT LOT OWNER, NO STREET TREE SHALL BE PRUNED UNLESS DIRECTED BY THE TOMM'S TREE WARDEN I � � 12. FOR LANDSCAPE BUFFER ELEVATIONS, SEE SHEET L2. ���„• ~ STREET TREE PLANTING SPECIFICATIONS ANDSCAPE L' FFER C �•a 1. ALL TREES WILL BE HANDLED BY THE ROOT BALL A :?;NOT BY THE TRUNK OF THE TREE. f f 2. ALL ROPE OR TWINE WILL BE COMPLETELY REMOVE ONCE THE TREE HAS / E VA TI O N S E I 0 N CL&P \ \ ` \ / / y1i B BEEN PLACED IN THE PLANTING AREA, BURLAP 1ILL'$E ROLLED DOWN AND 21728 �v LLL,,,...iJii CUT OR TUCKED UNDER THE ROOT BALL. '�,•\ 7 ,,,,_ 3, ANY WIRE BASKETS WILL BE CUT AND THE UPPER 2/3` REMOVED AFTER THE \ �.; ` •��'' ;(i� TREE IS PLACED IN THE PLANTING AREA.'! "� P 4. ALL TREES SHALL 8E FRESHLY DUG WITHIN 30 DAYS �OF DELIVERY TO THE \ / ` \ .bUi(vfE Q PLANTING SITE. :�`• \ JM 5. ALL TWINE, ROPE OR ANY OTHER OBJECTS AROUND THE ROOT BALL WILL 8E REMOVED. / r •' `uvs4i �i `�.o 6. A PLANTING • AREA OF TWO TIMES THE DIAMETER OF THE•. ROOT BALL WILL BE �\ ! A C D EXCAVATED. THE DEPTH OF THE EXCAVATION SHALL. BE TWO INCHES LESS � ''�zn"` \ •Jw�--IM THAN THE OVERALL HEIGHT OF THE ROOT GALL AS AIjEASURED FROM THE ROOT FLAIR ON THE TRUNK TO THE BOTTOM OF THE -!I OOT BALL. \ ` / xt 7, ALL EXCESS EXCAVATED MATERIAL WILL BE DEPOSITED AT AN APPROVED SITE. 8. WHEN BACK FILLING TREES, GROWING MEDIUM WILL BE ::WORKF,O IN TO AVOID ANY AIR POCKETS. CARE MUST BE TAKEN NO" COMPACT CL&P \ ` 7128E \ \ \ !/w� q ROWING MEDIUM EXCESSIVELY. \ �\ q 9. THE BEGINNING OF THE ROOT FLAIR WILL BE SET TW4'INCHES ABOVE •��ii���� �, i FINAL GRADE. / � //�,.�� 0 a 10. WATER WELL BE APPLIED AS SOIL CONDITIONS DICTATE;• \ \ G, ..� �/ J-�+,;�\F*� 11. ALL TREE TRUNKS WILL BE FREE FROM ANY INJURY :Ott DAMAGE. \ 13. ALL TREES SHALL HAVE A SINGLE CENTRAL LESS bfk''LEADER. b \ \ \ \ \ \/ i i I, / 13. TREES SHALL NOT BE STAKED OR GUYED UNLESS OIIECTED BY THE k I (Vf @ O q TREE WARDEN. \ \ \ C ' . --t• �� 14. THE DEPTH OF ALL MULCH SHALL NOT EXCEED MORE':THAN 2". \ \ ,� ��,1�`\ 15. ALL TAGS, RIBBONS OR OTHER MARKINGS WILL BE R.E-4OVED. \ \ / 16. NO PRUNING WILL BE PERFORMED UNLESS DIRECTED''BY. THE TREE WARDEN, 17. NO FERTILIZERS OR WATER POLYMERS WILL BE APPLIED AT PLANTING. C LO a p u 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS x LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE !! Tel 860.291 • 8755 INFORMATION. ALL EXISTING UTILITIES SHOULD ® Fax 860.291 • 8755 BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 1/13/06 DELETE APPROPRIATE TREES JAU GRAPHIC SCALE ' AQC, e D (I n wit 40 Q 20 40 Im esign U''L�aG=tlitV 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 10/26/05 PER TOWN COMMENTS RLB ( ■ BY A LICENSED LAND SURVEYOR PRIOR TO 2 9/13/05 PER TOWN COMMENTS RLB ro f eselonal CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 9/08/05 PER TOWN COMMENTS RLB t )N FEET) inc, DE5/GN.• IMPRESSION SEAL AND ORIGINAL SIGNATURE civil engineers •planners iarv,r, prg RLB DRAiMV.' RLB Cf;ECKE,O; RLB OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRlP770N BY 1 inch -- �� it. Y --- - _ 1" landscape architects • gis • gps JOB ND. • 0738 DA7F: 5j 11/05 165 South Satellite Road, South Windsor. Connecticut 06074 DRAKW'NG NO.: S,ERi/ER ✓QBS 0738 738-/ond LEGEND O IRON PIN TO BE SET • EXISTING IRON PIN to MONUMENT TO BE SET El EXISTING MONUMENT -s- EXISTING UTILITY POLE = = EXISTING CATCH BASIN AND PIPE m EXISTING SANITARY MANHOLE AND PIPE EXISTING WATER MAIN AND HYDRANT �•��++ STONE WALL ® DUMPSTER PAD - 229 -• EXISTING CONTOUR x6m EXISTING SPOT GRADE "" ~~� •-� PROPOSED PROPERTY LINE "" " �•-�� EXISTING PROPERTY LINE 100 YEAR FLOODPLAIN BOUNDARY ' REGULATED AREA =---=--;- INLAND WETLANDS DEPENDENT RESURVEY PREPARED FOR: SHEET �vJ� czI .�XECUTrRT G O 1Y ERN®JI.V. S LAUGHWAY H WINDSOP L3 NMIOTICUT TREE COVER WITHIN .TY. �� Z q :::4' A 1. UNLESS OTHERWISE NOTED. EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD j BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO 2 10%26j05 CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE iC t 9/a/05 IMPRESSION SEAL AND ORIGINAL SIGNATURE F OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE 1- 4=► LANDSCAPE BUFFER ELEVATION "A" SCALE: 1" = 10' 0 REVISIONS PER TOM COMMENTS RLB GENERALM RLS DESCRIP77ON BY PROPOSED INTERPLANTING OF EVERGREENS OF LANDSCAPE BUFFER. (EXISTING SHRUBS AND UNDERBRUSH TO BE REMOVED) EXISTING TREE COVER WITHIN CL ADJACENT PROPERTY, "-'TREES ® FULL GROWTH (TYP) 0 5 YEAR GROWTH (TYP) A A aza tea, EXISTING TREE COVER WITHIN BUFFER do PROPER . i V w "o co� _ 90 GRAPHIC SCALE t00 0 50 t00 200 IN 1 inch = 100 ft. .w. I PROPOSED INTERPLANTING OF EVERGREENS OF LANDSCAPE BUFFER. (EXISTING SHRUBS AND UNDERBRUSH TO BE REMOVED) w z at Q I A NEIGHBORS OPEN BACK YARD • ram"' �" � `�•.: `-TREES 0 FULL 'GROWTH (TYP) 0 5 YEAR GROWTH (TYP) LANDSCAPE BUFFER ELEVATION "B" SCALE: 1 " 10. IN Tel. 860.291 •8'755 � � Fax 860.291 • 8757 [j A D [c•�i� n P~ya P f e arofessionaLs. ine, k -_ civil engineers • planners surveyors D SIGN.•RL8 Dh'AWN.•R18 c landscape architects • gis • gps JOA NO.: 07J8 DATE:• 5 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: SERVER JABS 0?3< DEPENDENT RESURVEY PREPARED FOR: EXECUTIVE COURT GOVERNOR'S HUGHWAY _YL 3, SHEET