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98-60P_CUTLER RIDGE II OPEN SPACE SUBDIVISON - RR ZONE PREPARED FOR MANNARINO BUILDERS, INC. KEY MAP_AVERY STREET
93— RR ZONE 93-23 [FINAL NL< OWNERS OF PROPERTIES LOCA TED IN SOUTH WINDSOR NOTE- ALL ADDRESSES REFER TO THE TOIUN OF SOUT741 WINDSOR, UNLESS OTHERWISE NOTED. OWNER. MAILING ADDRESS. - ASSESSOR'S MAP NO. 68 49 JOY M. & KERRY P. GORMLEY 25 GULLEY DRIVE 53 JOHN M. & ELLEN B. MORAN 195 DOGWOOD LANE �. ASSESSOR'S MAP NO. 79 49 YETCA AZMAT 219 KENT LANE ASSESSOR'S MAP NO. 80 J oQ ' 3 LINDA E. TEDESCHI 839 AVERY STREET Zia 24 MICHAEL J. & DARLENE EGAN 115 PINE KNOB DRIVE 25 JAMES M. & CARLA G. NEISWANGER 123 PINE KNOB DRIVE 26 WILLIAM & MARY A. ROMEO 131 PINE KNOB DRIVE 27 HELEN L. WELCH 3 MURRAY ROAD 93-5 28 ROBERT A. & SUSAN E. DOWDING 11 MURRAY ROAD N/F REGINA Al. BLOZl4 et a/ 29 PEDRO M. GOMES 25 MURRAY ROAD 30 PEGGY THERESA GROSSI 37 MURRAY ROAD -8 UPEN SPACE ") \ , 31 CHERYL J. MADER 47 MURRAY ROAD I , 32 GEOFFREY DAVID BENJAMIN & DAWN MARIE CYR 57 MURRAY ROAD _ _ 33 DAVID S. & CYNTHIA D. MARTIN 65 MURRAY ROAD �--. U ® 31 ® ® C� B x 34 MOLLINA STEWART 75 MURRAY ROAD 35 GILBERT TAVARES OLIVEIRA 83 MURRAY ROAD o 36 WILLIAM N. & RUTH M. OLSEN 15 AHERN DRIVE 37 CHERYL TAYLOR 93 MURRAY ROAD r � 1 38 ANTHONY V. FALZARANO JR. 209 DOGWOOD LANE_ 93-8 � `U ' p a m 39 DANIEL R. DEMARTIN 94 MURRAY ROAD �yyv OPEN SPACE B 1 40 TERENCE & ANNE-LOUISE K.RUG 7 GULLEY DRIVE 41 ROBERT P. SR. & PATRICIA SESSIONS 17 GULLEY DRIVE s�----� 42 CATHERINE M. GUILI_EMETTE 24 GULLEY DRIVE RR ZONE �� 43 DONALD J & JANE T. MAY 16 GULLEY DRIVE O O ® O 1 44 BRIAN R. & NANCY A. WIRTA 6 GULLEY DRIVE 93-9 n „ WETLANDS AREA O 45 WALTER J. DUNGAN ESTATE 62 MURRAY ROAD OPEN SPACE A 2 © 46 ROBERT B. & LINDA W. BONNER 52 MURRAY ROAD 47 WALDEN M., III & NANCY C. POWELL 42 MURRAY ROAD ® 1 732 MURRAY ROAD IDA N°;1�W SUB,AECT PARCEL O 49 KATHLEEN A AZ HANSEN 18 MURRAY ROAD 56.146 ACRES 3-s 50 ROBERT A. & GAIL M. RYAN 6 MURRAY ROAD i( }� 26 Nrx. ASS=4 \ � 1 51 THOMAS E. & NANCY HINDSON 159 PINE KNOB DRIVE -10 �s8 -\� JJ [\ fir,' n8 (� 52 THEODORE W. & ROXANNE L. HINDSOPS 167 PINE KNOB DRIVE w v 56 DENNIS T. & SUSAN R. SCHWALBENDORF 17 PAM LANE 80-4 57 DANIEL J. & SHIRLEY CORCORAN 20 PAM LANE 0 25 Z O 2' 3-43 58 PAUL E. & MARY G. BEAULIEU 20 PAM LANE O O OPEN SPACE 61 RONALD S. LUCEY 160 PINE KNOB DRIVE 62 ALBERT J. BARNETT 146 PINE KNOB DRIVE R 24 63 DAVID E. & CATHERINE R. LEVESQUE 132 PINE KNOB DRIVE 64 DONALD J. PAPARIAN, JR. �� TRACY J. RABBETT 122 PINE KNOB DRIVE �' 23 3-•46 3-11 ASSESSOR'S MAP NO. 81 a 3-12 1 RICHARD W. & DYLA D. KIRBY 23 AHERN DRIVE 2 CATHERINE M. HERRICK 29 AHERN DRIVE L 81-3 3-47 3 HELEN G. STROINEY 35 AHERN DRIVE 3-13 4 KRZYSZTOF & GRAZYNA WOLOSZYN 26 AHERN DRIVE (� 21 20 19 O 7NIDE DITCH i 81-z 5 CEDRIC E. HAKIAN 12 AHERN DRIVE 8 ro DE INar 6 KATHLEEN J. & JOSEPH M. LAWLOR 2 AHERN DRIVE IN NEILWDS G PEE \�\ -MEnAWS �6 7 FRANCES L. ZERA 208 DOGWOOD LANE \ \ OPEN 92 ` n 3-14 8 KIMBERLEE & RONALD E. STEARNS 202 DOGWOOD LANE SPACE �) � 4s / 9 ANITA COHEN 194 DOGWOOD LANE C"-atir J U-El 81-4 ASSESSOR'S MAP N0. 93 O11 12 f3 RR ZONE •` ff50 ,• �a A-20 ZONE � 8a36 81-5 4 KENT A. & ALICE J. CARLSON 970 AVERY STREET ,s,•37. „ .Ds "�v!Lw`v �28 678 SALMON BROOK ROAD —t788'S3'iBhY —NB �'W � �� 5 REGINA M. Bl_OZIE ET AL GLASTONBURY CT 06033 B0-29 80-30 80-31 80-32 Z 80-•27 1 80-33 80-34 Sa-35 81-6 6 REGINA M.BLOZIE ET AL�-25 So-2s ��So-37678 SALMOtJ BROOK ROAD 80-24 zaGLASTONBURY, CT 06033 MU)?RAY ROAD - - 81-7 /7 RONCALLI INSTITUTE, INC. P.O. BOX 4.27, PORTLAND, CT 8 i � --'--- JOHN R. & RHVNDA D. VYII_SVN 926 AVERY S'IRttl I J PINE KNOB DRIVE 9 RANDY M. PAMEI_A J. OLSON 904 AVERY STREET 0 10 GLADYS L. & DAVID M. BLOZIE `Vr� 80--50So-4s 80-48 80-47 80-45 81-8 & CYNTHIA ROBINSON 882 AVERY STREET z 8o-s3 80 4s eo-4o 80-39 So-38 11 JOSEPH C. & ANNE P. DRUZOLOWSKI 859 AVERY STREET CL I 80-64 12 KATHLEEN M. CHARBONEAU R71 AVERY STREET �r�, 8��. / v �y 80_fi2 �J� �_L� B1_;1 13 THOMAS R. & DEBORAH L. HAYNES 879 AVERY STREET o 68-53 \ 15 JOANNE A. JAQUISH 897 AVERY STREET o < So-51 80-57 So-41 / ✓ 16 JOSEPH G. & KAREN L. HENRY m 80-56 80-43 903 AVERY STREET 80-52 I ` - 17 SOPPHIA WIEI_ICZKA 911 AVERY STREET s0-s1 80-58 ss-4s ` 18 DOUGLAS A. & LORI K. WELCH 925 AVERY STREET 80-42 19 MICHAEL R. LARIVIERE 935 AVERY STREET `^C� 20 TOWN OF SOUTH WINDSOR 949 AVERY STREET A ° I 22 CHRISTOPHER A. & LISA A. ROBBINS 25D AMATO DRIVE m A-20 ZONE 23 ROBERT L. & CAROL L. GIGLIO 195 KENT LANE 24 ALFINA MARIE NERI 205 KENT LANE "CUTLER RIDGE" SUBDIVLSION LOT 1 MANNARINO BUILDERS, INC. 1169 ELLINGTON ROAD rT /rr- r ie inry LOT 2 DAVID & SUE NICHOLAU 15 CHANDLER DRIVE SHEET In IDEii LOT 3 MICHAEL & THERESA BREAUX 27 CHANDLER DRIVE LOT 4 MANNARINO BUILDERS, INC. 1169 ELLINGTON ROAD LOT 5 MIKE CIRELLI 12 CHANDLER DRIVE SHEET NUMBER SHEET TITLE INCLUDES: 16, 17 & 19 PLAN / PROFILES BU7LER DRIVE LOT 6 THOMAS & JOAN HICKEY 10 STEDMAN CIRCLE LOT 7 PETER & EI..ISA COTE 26 STEDMAN CIRCLE lA 100 SCALE I(EY MAP 18 PLAN / PROFILES DRAINAGE LINE BETWEEN LOTS 23 & 24 LOT 8 MANNARINO BUILDERS, INC. 1169 ELLINGTON ROAD & DRAINAGE L/NE BETWEEN LOTS 17 & 18 LOT 19 MANNARINO BUILDERS, INC. 1169 ELLINGTON ROAD LOT 20i �$i x1N OF -SOUTH WiNDS, � 1 KEY MAP 19A PLAN / PROFILES SANITARY SEWER LINE EAST OF LOTS 16 & 17 LOT 211 JOHPN & IIALISON BOND BUILDERS,INC 43 STEDMAN ELLINGTOC'IRCLE ROAD , ,-r - � f 1- � # E �� 2 TOPOGRAPHIC; MAP AND CONSERVATION PLAN LOTS 1, 2, 31," AND 32 — LOT 22 MANNARINO BUILDERS, INC. 1169 ELLINGTON ROAD u l lZ" D S1 U OPEN SPACE fl" 20 PLAN / PROFILES DRAINAGE OU77-ET FOR DETENT70AI BASIN #2 LOT 23 AURTHER & SERENA MARTIN 25 STEDMAN CIRCLE j OPEN SPACE 'D' & BU7LER DRIVE CUL-DE-SAC LOT 24 BRYAN & ANGELA GERALD 15 STEDMAN CIRCLE 3 c� 21 LANDSCAPING PLAN LOTS 1, 2, 31, AND 32 LOT 25 MANNARINO BUILDERS, INC. 1169 ELLINGTON ROAD TOPOGRAPHIC AIAP AND CONSERVATON PLAN LOTS 3 LOTS 22 - 30 OPEN SPACE "A" LOT 26 SUZANNE PANELLI C/0 PATRICK JOBES - - OPEN SPACE '"D" 21-2 ARTHUR DRIVE: SOUTH WINDSOR, C-f 4 TOPOGRAPHIC MAP AND CONSERVARON PLAN LOTS 9 - 21 22 LANDSCAPING PLAN LOTS 3 - 9 S �z OPEN SPACE CUTLER RIDGE HOMEOWNERS ASSOCIATION C/0 ROBERT MANNARINO OPEN SPACE "C" LOTS 22 - JO 1169 ELLINGTON ROAD 5 TOPOGRAPHIC MAP AND CONSERVATION PLAN OPEN SPACE "B" SOUTH WINDSOR, CT 23 LANDSCAPING PLAN LOTS 9 - 21 6 TOPOG' LRAPHIC LA)OUT PLAN Scale: 1 in.=200 ft. - OPEN SPACE "C" OWNERS OF PROPERTIES LOCATED IN VERNON 7, 8 & .9 NOTES AND DETAILS 24 LANDSCAPING PLAN DETENTION BASIN #2 NOTE- ALL ADDRESSES REFER TO THE TOWN OF VERNON, UNLESS OT71ERWISE NOTED. 10 l vI �S ANTE• DL TALLS LEGEND — ASSESSOR'S MAP NO. 3 11 SUBDIVISION PLAN LOTS 1, 2, 31, AND 32 OPEN SPACE A" PARCEL BLOCK OPEN SPACE "D" 9 4 FAITH R. LYMAN P.O. BOX 3142 12 SUBDIVISION PLAN LOTS 3 - 9 11 4A VERONICA R. OSBORN 80 OVERP ROOK DRIVE 12 4A CHESTEf ' • 2 v J Q W ti ti Qc 0 o z z 0 eQ ti O W kk Q oo Q Q o 00 C': O� O O U Cl- G.. 0 0 W W 4 CL O O S S O O z z lot2 z z j rn rn 43) (a) rn ro o, w N M N N I M h- o � Co n OI ALF0 Nl 9344 o�sO,eSS/IjNAL A��9C°b� ®®fn'` ' • r Vpo -ice` as w i C 10ENSEV•''o ••®® ' � 40ea'GOl6tlD 3 ��3®9 TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT IN ACCORDANCE WITH CLASS A-2 AS DEFINED BY C.A.L.S. L.S. NO. 9344 NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL !Ii�iTTi CIM EAGINEMS W`,i SOP, 1 ILSON M. ALFORD,J:; T EA L.S. DATE: OCTOBER 16, 1995 SCALE: 1 IN. = 200 FT. F_ a 1 1 c� V +— 0 u- L,-1 21 I G O Cl '7 0' 0 (� j� � U] z =�1 I- a W O O CL O Q_ a V u of Q 6 H v Q_ y r� N � P !a LjJ 5 w ,r. ono sE FOLDER: MANNARINO FILE: MANNARINO- ..___ 98-009 �•.y --P& ■ A AN V B APPLICANT MANNARINO BUILDERS, INC. CIO MR. ROBERT MANNARINO 1169 ELLINGTOIJ ROAD SOUTH W/NDSOR, CT 06074 TEL. # (860) 289-7055 ��c- F wnry moo M. ALFp�--C�o••• `moo No. 9344 ONAL ved//OFC,011!/1J••oosoo '�X •••r,AkA `• � ••• No. 9344 o° �a too ems � ''.� �CENS��•'p Ova TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECTIN ACCORDANCE WITH CLASS — AS DEFINED BY C.A.L.S. L.S. NO. 9344 NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL F ti W.. Fjkw : I I I I 1� 1 1 k %.'►YA- ci�r�i .L-L®sue+ WTDSOR, CONNECrrUT • WILSON M. ALFORD,JR.,P.E.& L.S. DATE: JAN. 26, 1999 ISCALE: 1 IN. = 100 FT. GRAPHIC SCALE Sheet 100 0 w 100 200 400 JA ( IN FEET) 1 inch = 100 ft. P: M98009 D: M98009KK FOLDER: MANNARINO FILE: MANNAFINC I r! -EXIS77NG BLOWIOFF - \ ` `` PULL do GO �` �' \ Ld ---- \ ` N/F REGINA M. BLOZ/E, et al m I I y EXIS77NG BARN ` r N/F REGINA M. BLOZIE, et al ` \ \ , 3�Q' 10' WIDE GRADING RIGHTSJo 0 `� ;:r FAVOR OF Tr;rE 1-nuar OF .S^.finl "'7NDS0" e 4r ` f0' WIDE CL&P EASEMENT do �. o I I PROPOSED- 12 x8" TEE, 2-12" GATE VALVES` O \ " % \ � 10' WIDE STREET TREE EASEMENT ---- ------------- APPROXIMATEp - p ry 'I PROPOSED W170D GUARD RAIL �jQ LOCATION HEADWALL 11 � BUFFER � ? \r I II \ 1- 8" GATE VALVE (OPEN LEFT) FL-296.3 \ / r>` WETLANDS .OF EXIST. POND WATER ELEVATION / 80ccFOOT FROM 11-1TERCOURSE _� q o RES 3 =297.3 (1-4-99) W/1?1P-RAP PLUNG POOL 1 ANP,40-FOOT FROM WETLANDS t '- �.----------------------------------------------------------------------- ----------- RES ip" I `\ '+----- -�� t_RES 5 ' \ j e W W 1 ,3� 2 "\ REST. ---- ~'�:" S 7 RES 100 ` ` ------ : I `\ \`\ < `\``__ ;--- NON -WETLANDS `�O 6? ; ¢ h U z ES 14 `. °' OPEN SPACE "D"` / / z N . ,-' PROPOSED 20' WIDE Q m II ES 101 _ - - - - \\L--- - - - - OPETOWNAOF S 1N WINDSORTO THE ��1 // 1 , / O' 7 / m m w ` 30 33, 460 sq. ft. l , -� o' SANITARY SEW .R EASEMENT W TO THE TOWN OF ❑ \ / SOUTH W1NDS0/7 �- W O a .._ ❑ 0.76P, acres P0� �oQ�// / / / �n �i z ° z z o r kip. u ,, _ \ CB O �� m o 314 RES 11 7F'=301.3 \ , 5 �� PPO� �v 1/ / LOOT 32 `- ' l W ram., m o z � p m 5E _--=`------W--�+1E=.311>L P \, 31,880 sq.ft. , j t� I \ ` o �H _ ---W---- - ----- ----- - - --^----- n --- W-- - 77 5 1t1._5 `.t. -= `ti✓� G. e�e\ lP 4, °0 _ / x I `� S 16 o W- Q1 ♦ -�-_, ��`� �' g-V I; P /-------- i. 732 acres s7 w 0 P / I JQ mN W tz � Z 1: •• .. _8_�_Ps _ v p co 14 c� CB . , Q e o o -1- 0 0 )`: `::• 4-_." `' --W CB #`2 ` \ � 17 B 7F=30f.3 71'-4' ELI'71CA R£Tl ARCHO O.OX ' LOT `31 ` h y cT"n �ui o TF=303.1 _3 O g o 0 o O p p , rn \ � 28, 896 sq. ft. p p a m ti b - ) \ / a 663 acres Q Q p 7HJI (SED.CB 3 `� �� r 313.5 ' 313.0 \� ti o Q e Q Q . r O O O O O :•:�•:. {•� :.. '• '• "'` ..... .. S: ':::.': il.'.::.':.:':.. -". _ _ _ - -- - - - -. - ' � O �` I � 'Aq �,� ` /``, U U W p W ti 2 ru U U U U CL ;•.1•:•: ... `,` 3j 4 • � - ::� •:::......•:::..., .. � `` � / q �, `,o._ 2 2 rum 2 2 2 2 1'� RES 107 I - - _ ` _�..� RES IU`• - % o0 \ \ �` 2 8 : , HEADWALL \\°S8 O> r.RlA .'... ` _'� ___o- \. :;a �RE ,21 RES 10 \ \ ',\ 30_ ..... ..........,. " ``\ ` , `\ .•i .. DU /LET /I L=2J6.3 TF=320.2 •�.' •.:•.:'�::•:.. :\.'::::.'."........ ':.'::: ..... - .� �%,... , . �\ y ' � \• .�. � � rn I I r� i ao Q ` 8 x6 ANCHOR TEE; 6" GATE VALVE AND HYDRANT ASSEMBLY \ \ \ x `� SR +�\ \ m n m v N 4- 45' BENDS * �� \ 313.5 315.5 ¶ BUFFER 1TT�S 22 2-8" F7ELD-LOCK GASKETS REQUIRED ON ` • FLARED ENl75 RES 110 \ `\ Q' \ \80-FOOT FkOM WATERCOlh?SE FIRST 2 BELLS BOTH SIDES OF DEFLEC770N. �=2y73 \ \Tn \ '� �+ \ FF= 317.5 131,90 ``AND 40-FOOf-FROM WERAN9S " ` MAINTAIN 12" SEPARA77ON BETWEEN WATER Q aj OtL \ .\`� / O : \ W/hlP-RAP PLUNGE POOL \ o \ "� \ GARAGE= 315.5 w FF= 316. y \ CONS7RUC770N ENTRANCEPAP ` B \ s R \ 'h ►► P CNN �. Z \ PROPOSED `\`� ``` ``` AND STORM. \ g ` :\:.'. 3 ' �S \ �` 4 pnnr `\ �,o ` 3 \ Pi \ A O FD FL= 307.8 O BASEMEN r�0 ..A •• 15Cij�•.y 10' WIDE GRAVEL ACCESS DRIVE% `'+ ; ' ` \ \ BASEMENT= 309.0 5„ GARAGE= ►d �"��i� '', oN RES 23 RES f �x `, . : ' • Z9$.7' \ \ \ ' CF FLARED `END 14 � \ � �x. \\ , OJ,�315.5 SAN. FZ= 306.3 FD FL- ` Q♦�;'�M' °'po FL=297.3 `.... noecc vin_nr Trc AaCd R� 1 `� \ .....:. ' ten_ \ \�Y \ \ nx .P 4 - 315.5 SAN. FL- _ R/P-RAP PLU GE POOL ` - , V/\/1JJ LJ/V-/ /L /{ „ LL /1 -IN, PROPOSED 12x2" TYTON`PLUG N ` rn*i I •\- ``\ �\ �` . �. BOTTOM=296.0 � �"'• `� \ '`, ':.� � `` � Z RES 24 i3o \ \ V v h \ 314.4 • . 3 ; I II I AND BLOWOFF ASSEMBLY `, ````. `. '` `'\ `� � . ``�` o �o `, `\Fcp'' \� `\ 3o)g\ / `. y _ �* 2 ® : *: \ '\ `�` GRASS BIO-FILTER )AREA \ \e. o j \ \ BOTTOM=296.0 \ `' p / C No. 9344 \ ` ,'RES 25 �� ♦♦� \ N1' bHN R. & RHONDA`& WILSON, \ ` \ PROPOSED LOCATION OF STUMP 296.7 \ \ �'��:` `,�o\ \ 3°8 / '' p •. Po �cENs�°• �� ♦•♦ ,\ \ - MARSH AREA O 296.7 \ TO BE PLACED ON GROUND WITHIN BIOFX ER AREA + d' \ '`�c�` O `, �O as \ / / p 314 OQll%•oFSsro �� d► ''\ WATER ELEVATION=297.3f'` 1:•' \ G` 'I'i \ 3 rC .�� ►► \ `,\ ` RES'`27 ROOTS TO BE PLACED DOWN (TYPICAL) 'RES 113` \ Tpc\`.` 3 oN! •�..�►�► ► SO N07E- '\ - _ .. ' REtE 28 \ .. s\ O oss O 3 �' %BID ]ER dt MARSH \ MARSH AREA 0 296.7 `+\iF \\ p?s CBJ `s '�O` O�O `\\5 ` \ , / p w 310.4 j� n� ♦►►►►►►nCON ������. --- I \ TO BE CONSTRUCTkD :': WATER ELEVATION=29ZJ_t `. ""' \ 9J- \`' p� �' - - ♦� �F,.... NC ,aj DURING PHASE 1 :.. \\ \ \1.30o T,-303.27 I - 309.9 310.1 ♦�e't�'.� M ALF� :�(��•. �C • o �.. » �S RES' E PACE t TEE_. ;3 \ \ \`. 299,870 s . ft. _ - �'- �ATTA�T LY No. 9344 ' q RES 1 j5 `� \ 8 �ii. CB S '_ - = _ _ ---- - � 6 GATE; V S E B 6.884 acres%IF`T 7-F=309. YDRAN r' A OPEN SPACE TO BE DEEDED TO THE \`. F A"'o�`a ca` o8p 15 0 308.2 \\ o I <q- �CENSE�•yo ♦♦ \'` ` \```'' RES'30 TOWN OF SOUTH W/NDSOR �o� \\`�o _ `\ I _ r •�`�..�ui►/r►►►►► ` `\_' �\ x "O 3 ¢2_ ` 309.1 ono `, I 310.3 _ TO THE BEST OF MY \+ : \�'` FLARED END ,/�7-� `� • v 1 O -' - _ - ' j - KNOWLEDGE AND BELIEF \ I,o o I 3f0.8 THIS MAP IS SUBSTANTIALLY � '\ s • Pl D BOTTOM \\ RES\31 FL=297.3 \ 301.5 III 310 'y o ` r . _ 94 p \\ WIPIP-RAP PLUNGE POOL \ { m x 1 12 CORRECT IN ACCORDANCE _ ` \ % fao I ` \ II WITH CLASS A-2 AS DEFINED I\ `\ \ ` \ \ ` , \ TO BE`CONS7RUCIED \ �c� 33= 15"0 A.D.S. O 11.2% \\ `r `\ `, '\ `` "moo DURING P14ASE 1 \ ` � o RES%,117�`, \ \ RES`32\� y\ \ `` i 3�2 - v� - _ i' L.S. NO. 9344 DETEN77ON BASIN OU7LET 11 ` ' '4RA � \ �' -- -% 7F=305.0�y �`, .�y \ SFM�j yT 3r0 s 314.5 314.0 ` ` `+ ` ` �' r!. • \ FL =301.0 yo o �`Z_ 30 _ ` \ ,'`\ '. ; ``\ \ +,`, s . `}' `` S'QN ° `, GAFi'AGE=5314.5 314.5 0 + `\ �%\ `\ a DURING CONS7RUC770N, TEMPORARY OUTLET PIPE RES 11` ,T \ A2� 3p8 j 1 \N/� RANDY M. dc�,PAMELit J. OL3QN ` ` ` + o \ 306.0 2.? 310.5 II 3 98 BASEMENT= 308.0 ` \ SHALL BE DIRECTED INTO DETENTION BASIN OUTLET \ f IY rr ,�. rT3\ STRUCTURE AND "V" WETR SHALL BE BLOCKED o \\ ` l `'\ FD FL= 306.8 V) - i ` `� ` ` o \�+' `% o� \\ �p �i SAN. FL= 305.3 NOT VALID WITHOUT A LIVE I \ + `'` \ j"•„� ; ``\ �`�' • `\\`'k� ` SIGNATURE AND EMBOSSED SEAL 1 \, \ • \ PROPOSED DETENTION BASIN /1 ��0 \ I I 311.0 \ \` \ = 1 ` , \ \ .` `.\ :<, . + >t (TO BE CONSTRUCTED DURING PHASE 1) a� /� BOTTOM= 300.0 RLrS 119 • \�,` 3° ` {-� I = `� `• ` TOP= 304.0FD `a G = 9 \ RES 34 \ �`,� LOT 2 ` `\ `\ ...•J `\ a ` 301. �,�.- '`\ ` . \ : ; •, \` ` �Z o DETENTION BASIN TO BE USED AS A TEMPORARY SILTA77ON BASIN • \ LOT 1 ` 31, 411 sq. ft. %`\ v Z` DURING CONTRUC77ON `\ BOTTOM OF TEMPORARY SILTA77ON BASIN = 301.0 _ q' _ O. i 21 acres , i : t, • \_ . `. 31, 484 s ft.`. i ` / '` `, `, \ `,\ ``` • \``\ A- �r_�``, �C c Q - - - - - 1�F,5 120 �` �`,072 acres- v1- 301 FINGER" AND DEPTH TO 300 SHALL NOT BE CREATED UN77L • ``� \ `�Q AFTER S17E' CONS7RUC71ON WHEN TEMPORARY SILTA77ON BASIN \ \ ` ' � '` y `�1 `'` o o IS NO LONGER NEEDED o�, \\`�` ANY REGRADING, DISCHARGE ` �\ N `` o . ` \\ OF STORM WATER, ETC. MAY CIVIL ENGINEERS \ ` \ `♦,•" \ ,�� ` ` \ \ RES 35 `°` NEED INLAND WETLANDS AGENCY/ �Np$Q� {IC T `�`yy CONSERVA77ON COMMISSION O I `. ``\ '� '\ `', ` 1 `, . ��� • . \ APPROVAL, RES 121 ` � p WILSON M. ALFORD,JR.AEA L.S. ,\ . \ ,�, ,` ,\`\ I RCS 36 � ```'`,`` ` ����� - '\ \ 1` �. DATE: OCTOBER 16, 1998 RES- - --- \ 37 `\ . \` RES 38 ��- `-- ---- ---- --_- SCALE: 1 IN. = 40 FT. RES 122 1 ` RES 123 `\\ �C6' %\ `\ ` U RES 124 \ 0 \ Z k IN r" `\ ` \ I'`\ I `.RES 125 � 7 nJn C) ``, o `.\ . \ \ \ \ I ` ` I `\ \�.� `N/?` MANNARlNQ BUILDERS, NC. , RES 126 > 3 j_j V) %I `\ \ \ \ \ `�127 I I I T39V1D !d. BLOZ/E _ ` \ '\ I ``. `� `, ``, ` `\ 00-11 RES O Z \ �`. `- -------- ` - - , ' , , , I -------- . RES 12 - - , ` '\, I '`, ` ' '\ ` OpEN SPACE ----------- / ��1 `_ �' \ ` 1 �`,1 mIF- CLrn� RinrA HnUF-nLWF-R'S ASSnCIAnny 8 - _ II II � \\ \ �`\ `i `♦ I `\ `` ` \ / ``` ` \ ♦``` ` ' I tom; 05 `� `\ ` /RES 129 (� 11 I 1 , I �„- , % `'` ` ` ` '` ''\ , I may\ `\ `. ``\ '`.` ``\ `'`\ � RES 130 �Jis � IIK _----__ N/F MICAAEL dt 7NERESA'B(?EAUX ` ` ` WATER NOTE - O O j I I \ MEGALUG® RETAINING GLANDS REQUIRED ON ALL o 1 L..� ``. ` \, ` ` WATERMAIN FIT77NGS { { I`\ I '\%\ p p o % { I 1 I'� ------ SSE SHEET 1 U FOR LEGEND , r�I I ------ ------ do CA ` %�, ---- 298 ----- �� \ ` 'IN j\ �%` `` \ :Q VI- ;, , !. \ , , 4 2,4 ` - , ! p _ L HAVE KFVIEWEI) IH15 PLAN AND FINIQ THAT THE WFTLANV AND WAfFKC0UK5E h30UNVAKiEv UEF'ICILU 1-1 L.F'\Li11 JUVJ1F%1XllnLL1 KErLCLI If1C D'cLll�i t.f, 71 V Iv:7 CONUUCTFD IN THE FIELD ON ,July 19", and August: 2"', and 15"', 19913. George I. Logan, M Kegi�tered 5oil 5cienGiyt Profcy5lonal Wetland 5oienti n , THE LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMATE I AN ALL UTILITIES MAY NOT 6E SHOWN. PRIOR TO CON$TRUC710N, CONTRACTOR SHALL CALL 1-800---922-4455 ,AND HA IMF_ UTILITIES ',MARKED ON THE GROUND. GRAPHIC SCALIE i 0I Sheet 2 V) I; ( IN FEET" ) 1 inch = 40 ft. P- AAGAMa n• AAORnnOCV r7nl n17LTAAAAIAIAPIK10 1711 F• AAAKIMAPIKlr) (SHEET 2) CUTLER li \ ` 1, , I , 11 % ` `. ``, `. I" \, '\ `\ \`, \`\ '`, '\ '`, ',, `.\ ``., `% \`,� '`\ `%`\\ I" `\ \ �`\RES 350 \�----------- - __--- _- ��-'� -__ `�� `, ,` N/F REGINA M. BLOZIH� et al%% \ - `---`--'-_ \% . \ , RES f035 ``\ \ ES 349 � _ _ \ %, ` '`\ % , ` `. % ,,I. (� \ ` \ ` `% \ \ \ ; `. 47 --- , RES `347 � _ _ _ '. - %♦ `` \ tom■ , \ \ `/ -- 1. % ,` , ` . ,\ , `♦ _ �' In a������ - EASEMENT ; ' % / ; .\ \\ . t "+ �...-.ram_ -- .R /' 1 /' I \ \ \ ` 1 , ► \ '\ '`, \ \ \ `.\ • '`\ I, . ��'`, `\_ `�_`�._- ------ 78 3--..__ RES'l6►32 . O % t `\ 1 1 , ,, `\\\ \,% \ ,\ `'\ `, �—`\ ♦ , 1 ` `�' \ `� •? RES 34.3'` ��/ -1 �i \ I , RES - .. -.�._- r v p `� Z )k\l - ``�` \ \ I ``, . ` r, O 2 % — 7 T7 jam\ LOT 29 \ ,,` 1' ' . . `` I" , ,--`..-.�.�, `` , \, ,\ \ ' _ ` ``�` , \l a r % -7 11 F 7,, q LOT 28 \ ��% '\ I ` \ _ h � 11 p R Q e \, a706 acres '\ .l A,\ �, 5 fo3o `` t` o o h \_ ,` �� ZA`!S/17 _ a ``, / r ♦ . `�` \%♦ 4. ,. `\ \ \ IZ.1 µQC ,. � {��j {yA� LOT 30 - ..T,v�. Jl/.1t. 1• \`--------- \ \ % = `. \`, `, A � 0 V k' K 1r ___ 29 748 sq. ft. 0.79�'neres . \ \, \ � ` \` " °� o g e e `\ ,` -\ \ ` ` `\ \ RES \,342 `\\ \ I Q a 0.583 acres ` / ` . \ �, ` I r a a o o Q.Q. LOT 27 `` `\ . '\ \ % \\ \ \ t C s s TEMPORARY TOPSOIL ` \ `\`. I ; `. `1_1 \ ` `\ ; I +` 2 2 2 STOCKPILE 40, 219 s ff.11 2 ` � 0.923 acres I �` `ro%.`\ „ „ 1 ``, I `` ,I `. RES 341 \`\ OPEN SPACE B 11 %30 ., \ \ °11 %r \`. 5 p '\ ! \`` LOX 2s \°%\ \ `\�F` \\ ti,'�s l 629, 840 Sq. ft. °' °�I' °�j' ►' 1 � I 1,312.5 ..,..... \\ �q; '`,\ �\ ` 54,432 sq; ft. ` `\, \, .'`\ \ goy �• ,�� \,\ gyos �`� �'\ 14.459 acres ' N N o s .::;.::. ,..... ;.. `. ' i %♦ \,1.250 acres \`` \ %`. S�, ` %\% , . \ '. RES 340 ` ♦ *\ ; r to I\ t\ h �+ w w II •: GAl7>!LG = 3f-P •: •::'::. / \ 8.0%t\ y% `\ \. `,`\ %` \'\ t \ � \'\ 31 0 ::B.ASEMEIi(1=::;ibb:.::: t '` \, ``♦ \ \ >j 316.0 :Tl =::. 04 8::: ::::: ' 30G o- ` `\ `: . 1 \ M �= 2. ::SAN': fLr :'yd :3:::'::•:', M FF� 315.0 \, ` \ \ \ � \ \, ` �% � \` A�►i c.1 GARAGE= 314.0 I \ GA/rq % ES o BASEMENT= 307.5 .1 Jy GE'a_Kw 313, p ` \ FD fZ= 306.3 4.D `� jI 13.0 1W FL--- 306 �kpfL F� \\ \ \. li �.. P.M' LFO' SAN. FL= 304.8 :............... .:1 . SAN, FZt ,X053 F9gg 'k,% `, \ `, 'LJ `` \ ♦ q� •' o� '� ":`�► O` / . \ I, \\, N11 1\}'...................:::::::::: O . \ t ::1. ,a' ::::::::.::::::::: ��O �'�41 30 `\ \ \ \ �o hers 338 \ '\ * : 2 r v1 \ 31 Fb T 8, , \ \ \ `. \ \ , , . . N .1. :::::...:...... ' 3.0 eq o `% = No. 9344 • % I '♦ \ .... \, 1 G :.I•:.::......:::.:...... ' .� S OOS \ -/ \ \ 'ri oo . CEN••,•• \�' ♦♦ /� to A \ ` . \ \ ♦ �c • .. 6 �`l I o :'Sti::::::::::::::.::::: ? 4) A 1 1 `tt��, `'�,% \ \ \ , \ \ RE$' ,`* `\ �� SS! NAI E\\ \ 1 Qv' 0 \\� ` / tst 7`, %' ``\ ```\`` \% \, ``\ ``\ �, \\\ `\ `\ �, 1j;/4M/Jj/$ % 310. ~• `I'....51., 3109 3106 `t3/s0 �(1,� o� \\�O� ° Q k \ \11 ` �+r\ \\` `,\ \\`` `\` \`\ \\` \ `,\ \\ ``\ If/I11fjjj♦ zf ♦in e I 311.1 _ '` �- I L 1� tt ,` \ �. C�� $O 0 ``` `. ``` %` ``./ `. `� \�` ` ``` RFC .;'�i6 1 ` t�Ci .r•�"� : '• / 3D9.9 Jrv.r I - __-- (d y , ya r - `\ \ \ ..% LF - ri.0 -+--._ 1 .34g6 \ ` \7\ /• ` ��,�` s° �i `� `1, �-V � `\, \; L6T 25` `'` ``\ \\\``, , `'\ %`\%` %`� ` ``` O`\ ```% ``\ `\\ ♦`% '`\ ``♦\ \\ + \ � ism O a I P01lyL--_ -W- _---_ t ----- 310.0 <„ ` G'4 3 �' F� /%\ 57,515 `Sq. ft.%\ `%� \ %\` ' �'`o: % 6 AICNOk-TEE_ -W -- 4+05 EL �311.15 ►. { I .�_saa .%9 \ 9 c�. •o �\ 1.320 ac`r s%`%\ \ `\ \1 \\ RCS 335 \ / : * . . C. S L% a % �ANMFT �- 6-"-G p7E VALVE AND 1 — — — — `.S _ SAN.MH ,}'3 h I _ �' �. I Oar �•��jB c� \' \ \ \ \ `. ! ~��� - _,j t No. 9344 �1 7F=309. Ir _ _ o — 310.E $ 310.5 TF=310.30 �� / , �lY , SAN �s \ , '`2 -9* 9�` 1 `��O \ \ \ '\ ` `\ \` . < / E�.•' ,, ® 1 ! O �_� � `, a3° ?98 ?98 1 \ \, .\ \ \ \/ \``.` `` `\ ,, \ \ ,\ ` \` `♦ 'ri�IC .. LENS. p,♦ 1 7Ii{33 309.4 R.6 �� `�, 3p8r `\ wM , g0 \ 6' S `\ \ ` \ ♦ \ `\ \` \ \ • I\ A'I' 0 ..... V �I I I \ `. \ \ )YES .33#, �. s u R _..>,♦♦ .v C, p 5'� ` _ ��.`` 0 t30 ; I ; ` `,\ ` %\ \ ``\% ''\ ``\\, '`♦ \,` \\ ` ` `, --�IIIF//1�r+'" I 311.5 n 311.4 � __..,_ �� � 1 % 31D.5 � t _, _ _ _ , , ._ ..._ __,_ _,,. � � `! �.. 9j '�. _ �� / � d � ��s' � Soso 1 1 \\'\ �` '�\\`. ,'' � \`,\ .,` \`\ .\\ ,\\, \\\ ,'. \��• TO THE BEST OF MY t 3f 0.31 _ _ 311.9 / \ �` / t \ 1 RE3,333 312.0 / �' 3ioo \\ '�, ?- \�. ' �s4�ps, / I o� I .ca \ `\��. /' KNOWLEDGE AND BELIEF o r 310.8 °J v1 rn ^' j A(O' h, p 3 \ \ 1 ` 'q'1'r q l� cam, 1� Gi ^� i �; I / �\\ `\; /J'\ \ \% \ \ ` \ ``\ �% ` ` �`\ \\\ RES 33"F 11 THIS MAP IS SUBSTANTIALLY $ , ^, t" io �� �,y/ _ e�°�� \ss¢ ry ► o� o, ?�%11 \ \ \\ \\ ` t CORRECT IN ACCORDANCE R ° cot ` `c �`2 ( �'F ' \ 6 ` / b x i O \ \ \, ` \ \` ` v,�o ' / cA �0 \ �`� �Oq' \ y I n c \ \ \�, ., } WITH CLASS A-2 AS DEFINED . v1 , - . �� C,i t `\ ``--`` '`\`\ \ % \ B avb \� �, ` '. \ \ { //' I �,�y Pya ; �G %`'` ``\ `,, `%``\ ``'\ `\` \,\ ``\ \, `, `, ``, RI 331 • BY C.A.L.S. \ \` l` I 315.0 )- l '<% a3O,� ` �i/\`� ' ` / ♦ \ * \ \ e '< ��ii v%0 I V FLy`� ✓/ L6 1` 54. ft. \\\ ` `\ \ ` ' ` `` \\` \ `````\ ` `\ \ —t'-' 319.5317 119 A _ ►\ , `� �O \ \` \ ' \ y �* 6,y �. \ \ \ , \ '%1, I \ , , \\ ` �� L.S. N0. 9344 314.0 �= 5 q �+ GARAGE= ``\ \ `s' BASEMENT= 311.0 316.5 314.5 c„ Fr FL= 309.8 ' AGE= 314.5 o S qN, I•= 306.3 E4Ei ENT= 308.0 \ 2= 306.8 ' FZ= 3053 3i6.5 \ , ` \, ,\ ,., r LOT 2 '\ ` � 411 sq. ft. ` 21 acres \ '` ,�. /v"' 30 -4 i \ 0� `, F/A O \ s, \ ��,-� �,� 1.324 acres ``\ %` ,\ �%`� `\ \,R IN I/ vr S `� y 5 F 83 `\ ` \ E) `gyp/ �,q p \ ` / ` \ \\ jC �` 31�5 03 1 ` N `�o� s S`\ `\ f0' WlDE GRAVEL \ACCESS ROAD GRADE \UP -SLOPE AREq `\` ` c��'� \\\ ," °�7i /t��F; ` \ �� \` i, \ \ ? HAUL ROAD FOR PHASE 1 /N TO CATCf I BAsI(v \ ` `\\ N \ 1, \ , �\ NOT VALID WITHOUT A LIVE 11 .. 3j6 '94o 4, , ,S,°� \ `� c �?s - SHALL BE�DESIGNATED WITH STONE MARKERS \ I\` ` SIGNATURE AND EMBOSSED SEAL ARA S 1yt \ °,C, Fv -_ / �, \ AND 3 -4 TALL EMERALD GREEN ARBOR147AES , ABvgs� N� 3j�S S ; !°1 \ \ ` o6.r \ ` i�6� �� ON BOTH SIDES (AT THE ENTRANCE) \\ ,/ `.\ \ I. . '4/i! �a 1v8 80 O ` ¢ E `/ ,\\ VC.1- \ /,* ` \ ` \ ,\ ``'``%\\ `III, ,` `\ 1, `'` �� Al s \ T \ \ `b ' '� ` \ ` \% `EMERGENCY Sf''ILLWAY \ ' j� LOT 4 !4T% I%/r 3�js . /�0�h \;sue \ `\ \ y� ,� '� wow �,,`�\ -2\� `% .\` �OP- 248 7 ` \ 29, 367 Sq. ft. --- `\ / `O O'`� \/ `�� % \0y � p Vt -,�` \ }•-ft ` `,` `!'a'o `'♦% • \ TE ,INC ,,a674 acres 4S �o ry do ,^\ �' `�y-2�o F`"' , `,9ARED END•,,>K3 ,� 6�'9 `��� ci4/ \? S \ \\ � ��,o s .\ CB , 27 ''` \ =246.0 \Y , \ \, 31�0 ` \` S�9 Fob / tr `\\ i �00`S �O� �Oa��mo's Fb,�'�29F0 Pc 1,•" �P ? TF=278t \ \�`` �c `\\` W/1?lD-RAP \ �` 9 '2� '1 >>s11 s `r i , o`K.` ../ \a P �. PLUNOE PQOL CIM / / y '► -gyp � s�i O y \qr � \\ \ �� \r \v- \\ �, P / `�� \` CONNE,071CU� CQT 3 -`� oe os° �' \ \ \ `\ \ V• ,� a, �9 11 `\ ' 1, I31, O1 / ,sq. ft. `�� \ \ oo `\ '� �o o is / `\'I1. �o LOT 5 ``\ \ \ \\ `t \s \ •off ` / \ 1 ` 0.712 acres--------27775 s ft. `, �� \ ,\ 11 11 1'I,` \ :� �. -+ WILSON M. ALfORD,JR.,P.E.6 L.S. `` \\\ o`p 0.638 di1 \r° ` \ \`\ ` \\\ \ w \ �+\ \ \ ' o \ ' \ I ���s `� �� \ o��� \ \ �, `\ '\ 4 DATE: OCTOBER 16, 1998 l� h 3 oR \ \ 0 `\ , 1O \STORM MH ,1G3 .\\, \ �0$• \ 301 �' �0 . \\ , g%j. \ 1 \\ �` `� 77'=253.5f , '\ - - / 1. y �� v \ \ / ti9 \�. _. / % `'� \ \. \ '` SCALE: 1 IN. = 40 FT. %LOT 6 C�09 %\ �., �y \\ / \ w J / % F ��. a%% \ \ ,\% 24,379 sq. ft. \\ "� %\ \��, 1/ No 4 \ ` \ \ �` ` ` '' `30 , 0.560 acres �� ` / E15 w `%sr tT��% ,�\ gy 9 ',� \ .'`\ ��p �, ; `p ; LOY\ 23 ` \% � a>� �2 5'' \ wo `\ / ` r,- 48, 9941 sq. ft. \ \ \%U ---�9s�', N . y \s-�, , w �\ / P ��iP wo1.125 ;acres% ` \ \ ; , ` H >ry.2` �L `�'s . $ o\ .-\ / o¢ of N =� r \ \`` ':.,.': :`\ O `A .' \ N `d\` / '\ �P �' tl` '�� M �,,' i ``\ \`% \ `\` %````` ````` `�' L�J - \, T oa`�s \ �� `AFL\��1� y� � -y w ;� ,`\ �HfS`LINE OF SI T FENCE Z Z RXIST.PIN , ,\ 'w`� ;�` \ / \ "'o I P P !/`, �` / / \ TO BE PLACED FILL ' ' Z \ �o g5 / \ \ tr \ rg \\ c / '' �t `\ MATERIAL IS PLA fd AND SLOPES Q O \, 0 %\ � \ w 11\\ �'o w o / l�' / AREA GRADED U 1��_,. I % , 1, 1, 1, I 1, 1% \, 1, 1, 1\ 1, I" I" I % 1, % 1, 1\ I <01 %, \ \ 'e-\ 11 LOT 7 r \......:: \ \ \ \ \ y . �. / % I '\ I I \ (� �p%24,\124 sq.ft. / \ y': :'.��::': :.'0 `\ \ \ 5 1` c,► ` \ i ' "; L�; U) �. -r .5� acres ,::: A:. N '� �� �l 01°EN -SPACE / :::. .•' -1 I '1% : 0 1 P4 LLJ 0 :<t : \\ 301.5 \ i CUTLER RIDGE HOMEOWNEWS. ASSOCIA77ON �/ `, \ - o , %\ \ 1 ... 3 \ P / �...:: N \ g57. LOT 22% \,%% cc (f) H V 1 N A �' \ > REQUIRED 0 ALUj L %E o'y / �� 9 \ O Q ::`,: • % 59 2 s ft. ,, . t--� ` , %\aP `a \\ 0 7.0 1.359,acres �. ......... • 9 16% % k` 0�6 \% ` ,Q w .'::::.':: r ...�,..:. Q 4(� <C - I 1% \ \%\ \ I',, ,%,\ 11, 1\ ,% 1% % I11, I", 11, 1, 11, - I 116AA __j w 0 1-1 1 0 \ 1, ' \ 11% SEE SHEET 10 FOR LEGEND%% ` 30 � -'� \\\ \o ��� � W � w�� J!` '�J �]�'1, ') LOT $ -� rn �` a� I��4 \\,% ,, 24, 967 sq. f .%\ MpOR STOC P 0 N \ �S8 I 0 7.0 \ �+ _ , V. acres SO �QF -^ \ �A- S 9 _ ���` : \ ", 314.5 c� , ` \ 3p5 01. '1,. y'y /y-Y-i?X� I-- o %�-J 1 `\ 304.0 \` W - - \. ` (� `. `�`,--------- - h o M w , \, \ g xg AN AV-�(ws `` �' FO/ ```� \ \`I \ \ O 0 D A nT-TTtN 00 AT V LT,[`1t•)..> 17.1L 0 V 1-1LP-i 40 ` 0 20 40 80 ISO FF- 318.0 GARAGE- 316.0 BASEMENT- 309.5 FD f•= 308.3 SAN. PL= 108 8 ' % o�wa, 3 0� �HWR `. .� n- L07',21 \` moo `% \ 0) W T w \ \ 300 0 v�Zt5F.0 sgaff. \% ` ``\` 0 314.5 �`� y \ 309.2 307.0 �`��2g8 a 1.0�2 acres'-\ / \\`` , 1,� LOT 9 314.0 ; \ ` -. , ` 11 `%--- `\ IN 24, 962 sq. ft. `\ g.5� \ t,\ A # \ D D 11 \ \\`\ \ V� `\ `'\ 1 , \ ` O.573 acres 3�3.5 0 t• �. �� w `, �� `\`% `\' %30 1 � 1 � t o 2g9 0` \% Sheet �`\ �13.0 ` C � \ g4.2` `'' o ^" -�__ �/ "'o0 1 \ / \ \, ` \ \ y2-, \\\,, p \ 3 ,%\% I\%% '1% ,\,\, ,I \, 1� I, \%\ \ p " \, � %% I , I *U% I 1% I ,% %, %%% I1, %\ `, \ ` `\ 1 1, , %, ( IN FEET) %% %% 14.1 0 1 \ \ 3p6 0 30� �\ ,\ . \ \ 11 tk, C , � \. `\\ 1.1 inch = 40 ft~ AX TTi -`( ` �� P: mgRnna D: momnogy Fni DFR: MANNARINn FII F: MANNARINn I HAVE REVIEWED U115 FLAN AND FIND THAT THE WFTLANV AND WArFKCOUR5r BOUNVAKIES PEF'ICILD HEREIN 5UC35T'ANTIALLY REFLECT THE DELINEATIONS CONVUCTED IN THE F`IF•:LD ON ,July 19"', and August 2nd, and 155"', 1'995. / George I. Logan, M Regietered 5eil 5clent15t Professlonal Wetland 5GICntlSt (No. 581) (SHEET3) (CUTLER II) . i I I !r % . I I I t--___ 1 ! - _ - - - ---- ` Aft, i i `----------- _ r---------j j - -----� I _ - - - ---- ' - _ `% 1 I I ----- I I 1 L. WEL C/ I I I 1 I- 1 ' �i �. -'% �, I I 1 I 1 Y RO \ ��� tt i _* I r---- 1------------------- { I•--- % ` I , ` 6 -� I% tt •' ` EXIST. CB----J---- 1 1 I L- i 0.EXIST. CB ,1, I---......_i S I -'] I ;. rL it -VVV. ,V 11 _ - - i� " FL 12" R.C.P.=305.71 - .0"t ..i 'FL 15 =303.0 , ,% --_- i'------ 1 1 I 1 r� \''' i - 7::: � — - EXIST. TEC NH" ------ - i ', 12" RCP ��- _ - ------ L-.....�- ,` L ` � MURRA Y ROAD ,' -- — ,� — \` •vi:�::`.,b':::.�. :'`" -�` IN - \ ♦ y ` •` .,; _ ..` .. .- _ __ - _ w` �- O \ 12 EEP \ 1` :.:.' . - - ,: '•z \ II`. P \ `.•, ; FL-227.5 v ��. J` i...::. ' :::. ':'S:29 c� :., ' Yf+ �i' 't , 1 ♦ , , , o ....s,t ......... _ 5. , S 307.0 � o 0 ' L` ::.:.,.: .. .., ....: ......... ........ 1 . �•. - ' W lP RAP` J 0 a• RES 313 a 1 •�`�%� ''3`�-,.' •PLUNGE POOL' 0 cn y \\ 1 241.0 . 5 a I �� % i ♦. o' 1 2 3 1 , a \\\ . .......... n z '2415 c� '3 , (� o% - , 0 co `\ m �a • `/ �3 c� � v `fZ.ARED END•,�P�;' .�. \ ` �� O N11, 11, i-"' , ....... ... 0 \ W lP-RAP �'. - 0 0 6` C, 3 v a `, �12 N �i.•`W co' PLUNG P00 . }? w E L. , e,.^ LOT 8 II-E 0 -%R K \ w - 0` \\ STORM MH` 2 \ ` P G IT ::' . 24 967 s . f . R 0 N �` ��: \ 0 0 S' 0 q t P 5 8 N \ _ `. \ 0 M `, - TF 5 .Of 1. 8 2 5 I v tE 4. s . \" \ 0 oo , % y -n .573 acres ``, tOp$ `., a � \ -�- g�2g`, � ''` ``, '`, �`` -- _ ��`, _ ��. .,�:.,.``,;'' ..,,.:' DETENAO.N BAS1N'bU7LET ��'` �' t �,R` � 1 c 5,0 STORM MH It% \ \ RES 311 ` l 31 \ ``1'` 3011 1, DURING CONS7RUCT70N, TEMPORARY OUTLET % %\ -- _ _ o '`� ,-� 304.0` `` W k --- ' - %T-265.8E% %PIPE SHALL BE DIRECTED INTO DETENTION BASIN ; `, \\ wu _ u� o% x'�%%%% OUTLET AND "V" WEIR SHALL BE BLOCKED �i z CA 'n�'1 `S Co — \i, \ \ ` �`` Op. , , ` `,%`, `, i ; `, \ , • ` ,~+ F- O O p yea �� �� '` `. V \ 1 %\` / `,`%.`? `. ,`` i ,`%%%% ; i `, \\ RES 3f0`, ``, 1�1O O d (n % ram-.-_ ,� - ';'' `, 7 \.}•7$ 8 \ p `` \ `A.(� v�' \ / ,`, ` ` ♦ ``, `� ♦ , , ; ; ; `, , \\ %*�` Q ,-7 W 2 x i� ` �- , `, ` ` ``, `` , ``, ` ` , , , , ,`, `, J 1\ Zm to ,, 2 , O 9 5 C iEE, l `, '``` C7 ```, `` , ``` ,` , `, ; , ; i ; ', ``, \\ tY ----------- \I wo p W 1 8 xg�R j P ri\ %, ti k9 1 \ FO %___ `♦ 10 WIDE GRAVEL ACCESS'J2QA0 `` '``, \ ; i ;% %\ ` RES`gO9 O H / \\`` %`�a9 SHALL BE DESIGNATED WITH STONE MARKERS `, ; ' I, v,w goov\ 0 0 2 0 N L07'`21 0` AND 3-4 TALL EMERALD GREEN ARBORVITAES,` ` %`\ \ ;`" % 2 2 2 0 2 Z o 0 W gg• ,o , \ w W W 2 W W ar w o , 30g 2 300' ' g$ Q v �FZt560 sq..f't. , ` ON �0%H $lDE� �, ,. I �� I ; : \\ ` i< Q 30 L \ o 0 0 o 0 o zz 7 0 ``'�F �2 a 1.0,92 acres'` j�%LOT �1,8 o g14.5 'o% ` '`30 37a sc�,ft.%% ; \ c� o o Q o 0 LOT 9 31 q.0 , �\ . � cn D b I ``` 0 �97 'acre%s% %; ; ; e o �`\ Q Q oIt It 24, 962 s ft.% 5y% 0.573 acres 313.5 `\ �o w z�� �W% ; ,,�'11---- `` , `—`— ` -=�___- ti � � coi 309 ` �; 1 \\ \\ O 2g9.0 ` `♦ ```% `, 1 ` i ,,' , ; ,` Nam` ``,` ``,' ,` , ``,% `,` '` I� I� O O I� % m� %, \ o 0 0 0 , cn ` O V W �'\ O u' ` X , rn , ; . , `%\ `` `, \ ` O O O 0 o O O O O �13.0 C \ g4.2 3p0 0 \% o I%% 10 a w �u Q. a a s ,, Wo g � Vb\- w `� I , LO7'`,17%, ,' , ` /4'.1 1 `` c,, 1 w �' \ O 1 ` 3p%6.0 �• ,`` ` %Cr ````♦ / ,` ♦ ` 11 1.``,`` ` ,�,,` `' j1 i1 ` U7j%,/V4q. ft. ,`,` ``, ```, ``,` ,`\, %'`,` ``,; ``` OPEN SPACE )f� )) p) 00 O % ( �- " \ 30 ; 1. 9�.3 acres rn rn W % '�°'` �` < 1% $o,' ; t 629,'4340 sq. ft. I %I % � � 4 1 o^ a 1, I31s.0 m Q s9 30s 0 ' ,% %` %94. 4 9 ocre's - 10N � '� �I �I o ® �24 Q C 24+ ; ; w ao r� r` `n `% , ' 16 c, FO FI3p5 5 1 w P 6.5 0 ` �� LOT 20 /' '; ; ; OPEN SPACE TO 4E DEEDED TO THE 3 -" 31 �'S a 6> �� FD o , \ l.ey /� �`, 32, 960 sq. ft.%` r ro %; TOWN OF SOUTH WIND�OR %cn - \ v\ PROPOSED RETAINING WALL %% , , ?-t�� mM V m \ W ,`` P\ , ``, 0. 757 acres `, `` `, 179. , ``♦` `` ` `,` ,' ,`,, ` `` ,� �` ' ,`,` ``% e' /9/IM I�IG®. O % or % % `%% 11 �+-\\W ` - w -t`� \' `,%, Q�P � o 82.0 ` `. :� ♦ ``, ; ; ; , cv-1 -I- r. ALFO :7 ®•® ° Q r?� 0%.5 ` , , APPLICANT &CONTACT PERSON 4 g 'Av in -2g3 9 -A- `` .5 r,F. 0 TEMPORARY TOPS011, 29 `, , 8%.0 , q % ° : o,� �� .'\ a %LOT 10 � w o o S - S� �`� 0 P� 'STOCKPIL%E `% ``` 11 •, FF= 28 286.0 ` , , ``� % ; ; I : ; c, 4 26,385 sq. ft. w - - u, \�, \� '`o LOT 19• �y GARAGE= ENr 279.5 ; ; : : 3 A \ P BASEM � MANNARINO BUILDERS, INC. I * ; ; * a %a 606 acres I � � �"ti CP � '`7. WO 78.3 � ; , o 0 8 w \\\ \\� R ,� �30 37 557 sq.i. FL= 2 I e 315 310 0 \ \ w_s P �c s q 285.0 FD 276.8 >, ` , C/O ROBERT MANNARINO e / . e No. 93 +4 o �! $ O 0.882 acres N• FL= a A : - < 0,,, � e 315.0 0, , \��, `, y1P �r 286.0 sA ; � �o � `, `, `, � � 1169 ELLINGTON ROAD =. - .. �eee ` \ `�\w O ,, \ 286.0 `, S ``�� `,� `, ; `, I SOU 4.�'poF - �CENSE, ',? sO \ �o 1 7H WINDSOR, CONNEC7ICUT •. Fss E� o0 `, , O / , \ , �`` , `, , , o TONAL 9 ;\ "�` 285.0 �'% ; TEL. 860 289-7055 •.,,.e� DCDDDo : I 1\ , , 313.5 �� � � ::: ':.:.. %%. W O O \ \ .Q.' , Nam', •O , %,` , ,% 1D! ®a r tt .:'i%q;P : 3 ::,_ . %. a ,c♦ 9 9 d , EXIST. SA 04F k"OiV� o iN \ \q. :'.;1 �..::::::.:... ; `\ ,c sy ,c` OG\\ , �,`,36t29.12 °°°��'.•' . ALF r �• nd \ ♦ oo S ,�' i� 37 ::.:::::::.:.: :3.:::% %, �` 282 \ CO 0% ? �. 7 �� `, ', , . , 7F=227. °°. P_ \ � M 6l-_ ��p ! \ `` •,o ` .i:..'� '. '.:.?.:'9i$k". ..... _ . �,3. , w ` i ,``, S',% 1 F7 a 979 n ro `� '�! c�,�-o_ X-. ``�: ` Q _.c�. ```,`` `,�,I , , 1 `,CI — Ooir �° G! .' Cn� WW �_ - ogo) Z tcI I % I I " 1" I I I ,w - 1, b`. . Q. 3000 , / , `' `\ O ` `,I S \ ``,', `` , `, ' ; ; ' I , ` : * • : * w \ \:::::...:.'.:' . \ , ,, , %, No. 9344 . e \ 9 `' ` ` , ` PROPOSED 20' WIDE , S _ � N 3� a ' ..., ........ •:::."' .:::..: ' %�0p $ ? aj , , , ; ` SANITARY SEWER EASEMENT - ' O ..' � Wj i \i` #p;:':::::::•::�' .7�.:• (vtv ,cF . O �' �` \� �8.6 sr , , , , , `, , . , , , , ,', +.� !CENS�,• p ®off a+ k k % O Q ::.....:::::::.':::::::::: ::. :"' ::::.: " . ` iJ' ::::. ��, G �0 , , \ , , TO THE TOWN OF SOUTH WINDSOR , .. •9,v ' �'k 0® ,` ' - - "` 'tj. . \ .................... �: Q' ♦ Rq , ' , ` ' ` , , ` , , , , , , , ', , , , , , , , , -O� 0+S U RV ,p0 `,\ ' �, - - -- 6) y \\ /�' \ . , \ �., .. ... Fryer:':::'.::: .'::'. O'```ME �2 S ' ` , 'c0! ,, , , , , , , , , , , `, , , , sI11D/D LOT 11 '- 5 . \ ..:: ::. :>; ;.... ��' /`b �i+j_ 6.0 �\ \ ; ^� \ ` r, " 1 , , , ;�` I ; 41 944 sq.ft. `r�"�- 308 :. :'......: V Q �v 30? Sq 2 60 FD-2_ D 6 \ �1 8 x r TYiON f�LUG 1 , �' s :" 2 I a963 acres \\ _ \ .. , � _N o a � \\ ; L 1 ; ; ; �I I I ; I ; 1 ` , TO THE BEST OF MY � ?9 O & � do BLOWOFF ASSEMBLY /' PROPOSED �, , '2 �,. 9 , 0 `� - 280 ' CB,g" CB '; ; ; CONSERVA77ON �""' KNOWLEDGE AND BELIEF u o,� �,,•o �j ; I , �, ' , '� r t TO BE PLACED AT EX/S77NG GRAD /, • i , \ , , , , , 316.5 1 ) '\ k 0 �' .O' (SEO \ TF- 7 CO , PROPOSED f0' WIDE GRAVEL ACCESS DRIVE ,ray • "o "' o �O ` \\ Q �, 0 �' ;�P c , o �% 2,0'' CO' i 2i�6 2 y 1 ?�'` . : : ; 1 EASEMENT / . x; ::: THIS MAP IS SUBSTANTIALLY P ? CB 7F- ) -263.3 IN THIS AREA '` ' ---- ` , , , , , 1 , , , , ::. '� w - ---- 14 - - 1 �- `\ / � �% �e°1�?o ; I ; / fF--- FL=270.0� I I, , , / :.. CORRECT IN ACCORDANCE %// y ; \ , , ` `9 9� 30 l ;'1 1' : 20'�20" CR ��D STONE AREA ; ; ; /; ,% /'' ,•.o WITH CLASS - AS DEFINED '' 1 'l ` , r , , , ( , , , , , , �� ; F A I ; I ,, \\ � �S , �, OR, P R G � SANIA7RY SEWED? -- / BY C.A.L.S. _ j / / ---------- -- 30�S \\ DURING PHA f �' h ` I ' 0 I g O �'I ' '� � \ �`` a N� ; �0 WIDE GRAVEL ACCESS ROAD � � � TO BE CONS7R(ICTED r " • '. ` '` x ; ti I ,� � \ cr m / ^�, HALL BE DESIGNATED WITH STONE MA KERS � I ; ; l / � i�,•':::: •'•'• ; '� 0 6 / �. m , , , , , , , O 60 -- - - \ k „� ry Ar r 0 % , ,7 \ 6,' m� ; ' I ; ND 3'-4' TALL EMERALD GREEN ARBO VITAES I ; ; ,` SE - .G, /:••• ' I L.S. NO. 9344 �1 ----- 31 / ` \ Opp /j ll 00 rye' k' 1r�D,i- L _ 0 BOTH SIDES �; ; /11- 2 - 0 7F=280.0 - ' z , , , , ` 315 0 / - INz o 278. I j i S N.L.4T. I I I ; ) I I i ,AN.Mli`1�14 'cs�::. ; ------- \ b , CEN7FRL/NE OF , ---- FO ---- / ,� I o rn x ,=26'2.0 r I , , , 33+57 `---- / - --- ------ - /` ♦ �_ , 'o / / -'CUL-DE-SAC ' ' , ' `::` - / 3 30 \ �\ � I'� '' PAVEMENT \v�_-_(I ; ; I , i � �� 1 ; , 7F=246.0E 1 ,x .. 'f.':::::�' ` a / , �\ _ TC EX/S ------- , / I I - V":�Z_ __ ' S ' -- --' 30 - ----___ `` `. ti %� ?99 �_ l '� - <gg h -.- �' SAN.M 12 .... • •:,:.. •' , _.,.. / ' - _ NOT VALID WITHOUT A LIVE ' f ' - �o _ `� so _ 0 7F=277 7. ' ` ' : , / PROPOSED DIVERSION SWAGE -/ _ _ _ -�� - ,. 0..,. SIGNATURE AND EMBOSSED SEAL - - • 06 / b , �, �= 1 _{y` I W � \ a - - . :1 C:... 6" DEEP x 2' WIDE x 20' LONfi -- ------_'__ C` , / _ i - �� \\ Z-'- - / % I , ;+- ' „"I —1 ' ' t '.,.. ,.f.•. ..�.. `j.`„ , _TO ---------------_----- ,3 - _ ram, 1 __\- --1 2 ,7, , I _ , ------ BE CREA7ED AFTER SANITARY ' - _ / �/ SE N' - SAN��H 13 , PROPOSED 5' WIDE WALKING TRAIL - _--- ' ��- _ _� ' - `�` - / ?9� %�' r' H 11 g PHA \ �� J '31+70 1 ,_ M:.. LINE lS INSTALLED (TYPICAL) (APPROXlMA1E LOCATION BUT SHALL FD fZ=308.0 �',� ` x / s %�b C <� qN.M g6 �.�, TM 1 0 { ' 7F r72.5 'I tsAII%LAT. ' - - ' 'STAY W17H/N THE 50 R.O.W.) ------___-__ -',• 41 - 9a, 3ps / , ry �. '` o, ---1 `-- - =260.p , ' ' ' — N/F CA7HERINE M. NERR/CK BRUSH SHALL BE SELECTIVELY CLEARED " - -� /''`., �� ?9 S i�`2 O,cO \ $1 - - , f0' WIDE ACCESS ROfD, WHERE NECESSARY. ADJUST LOCATION TO ----------------------------------- - _� '`� _ h -- 3 0 C 2 I ( I% _--____-- -- , AVOID 7REES. DISTURBANCE TO BE KEPT - Oh' _1 \\ _ 00. - - _ /F,�ti SgyM' S�0 2$ 4�-3 0 ��aT9^1 -- �1 `/ �6 p I I I \ 3 / \ °� 1F,� H,E� 7,F=2 M 7F '- - \ I, I , I 11 1 710A7`OE_ I RR /% FD; IN,IiTALLA SBDILIARY O' / 2 �2 •r � 'h - 8 8 `, ry ? O 3 1 TO A Mn/MUM. -' ```,, ''`., \ � � - 8 .6 _ ry , �E{4ER, LASE SILT FENCE ON THE NOR7HSIDE - ♦ � „// 89..E 1' PLACE 4" OF WOODCHIPS ON 7HE TRAIL -, ' _--- \ '�,t`. 0/ryG' FV f� %I Fp_ \ `Z1%i` ---- �'1h� �� j IN ; ; ANIS AL G EN77R LENGTH OF THE 1 `-----' , MR Mw �. _ ------------------ _ 0 -- - -- , , -----9�93085 - , - _ _ _ _ 0 -27 - � ; PRdPO SEWER CON37}ZZ1ETi0L�L MATERIAL ----- ' `, ,r'4SF` cc`'. - it -' ,;�� r o, ! _ 19 -- g .'1 t FL- I' AND`,EX VAJ D TRENCH MATERIAL`TO�� _ % Cli7IL ENGINEERS ------------------- 0 ------ ----------- - _ O �<`` So 0� "� --`- --- -- �' I 266.0 ' 7EMPb(? !LY PLACED VT THIS PROTECT? B'_`, `` / N s 2 �- WN�R, / `Sq y'`Z� ?To 3 !N / , , O' 290. 3 `I','— — L ,0 0 q`16 FD ' 1% AREA. RATER_ lNSTALLA77ON NbF S€i T AND ___-_-- -- - �`� �� 989 op0 -- _ y /% ry I 282.5 ;� FL=2722 i �\''� _a' __ 0 1h Fi ,1 I _-_AGEESS_ OAD, T/lE DISTURBED_AREA SHALL 0' _ ? 1, // 289. YD ro - 0 --------- 11 / 8 t , D o, --r ,A -� _ y0 9j I 1'1'y`��P� y g 1 BE SEED D-AND_ASUL,CHED-.Wj?I HAY ` `N j° WILSON M. ALFORD,JR.,P.E.d L.S. 00 3020 rn t' r l+t IT7E 282.0 to o 1 4 Q. U" ti �Y , , G RES 213 RES 214 t/ " / ; -' / - ---- i - '?g70 ?990 ,l � � N,I K , \\ 1 N ti - �'��, chGl V�lv �,y 1--------------I------------- .0 �►�,./.' _ _ .�.,` 301.14 / WL-6' WL-7 - 1 299.5---- q o?97 I ; R Uj� 7 �yQ$� .11 _ DATE: , ,-tt GE 6 WETLANDS >�_ + EX/SANG WL-2 / __�_------ ,��rggo 286.0 , \ `'R 0 ;------------`-------`�_ ` i� / oOCTOBER 16 1998 `'i - 15]a�c,!" I-------7--- WL-5 .� WL-8 0 ----------- ---- I - s9N ?893?9ps 28S. I ` \ _ `S 1C �' \\c ,,I RES 216 ROES; 15 ,�+1-- - WL-4 / 0b 12g8 --- ?96 ?a�8 5 FF- 288. `` ti6 '---------------- ------ `s ,-�' SCALE: 1 IN. = 40 FT. RES 217 WL- - - I / �. , 1- 6 -- 1 286.0 CA RAGE, 286.0 - 2 3.0 'y -------- _ ``` �` 0 t - - I ' FD ERIENT- 279.5 ` 283.1 __ _ ' ` ` ?60 ` --- \`� 10' WIDE CL&P EASEMENT & , - 0 _ / Fl._ _ ` ` ' _ , f0' WIDE STREET TREE EASEMENT I .3 _t �o / k _ _ -Z f A�! FL �2,768 30 GE=0284• _ LOT 16 _1 ` 1 0 N RICHARL) W -?k --- F- I I �---- �`r�` - ----/� -- __ - 29 po.28 WALKOUT BASE.=277.5 0 -------------- 77968 s ft. ' DYL4`0. K1RBY U -------------------- --- - - _ D _ PT = 2t I.18 ' `\`` m0 ., ,i11 �N �27274.8 ----- - `1:�s0 a sq. ' - `---------- --- U OPEN SPACE �C» --------------� - --- LOT 14 - - 277.0 ` `+ 7 s I `------- - ------ - w YD ,{1 / 2 0 ; 33,334 sq. ft. 28 - _ YD ' ``,- _ % z % 15,701 sq. ft. I "I' a„ " ;`! O T 13 ; 0. 765 acres 5. o - - - 2$A , _ - - zp 1l =29 .0 ; = 73.5 _ ' , % -42, 04 sq. ft. , $ __ _` 0.360 acres I I ,- , t �' _--------- - _ -" _ ---_ ''a .► ` i�� 0.967 acres ------ --40 -- x 2 _ _ - _ _ ^"�:" J %LU v _ _ IF OPEN SPACE IN CUTLER RIDGE l ----- ----- 3 4 ----- .I� - `� ' ,f----------------- - - ---- "�' IS ACCEPTED BY 7HE TOWN OF SOU7H WINDSOR, "`--I---- -_I --- 3 OO �.- _ ---- - `` 2 - - _ . - I O THEN OPEN SPACE "C" SHALL BE DEEDED TO - ' , I _ J/ I `�` •� \\ 7F=286.5 -- 286 - \ �, -- -- �•%'4 - _ •, I O U) THE TOWN OF SOU -''---- _ _ _ - ` ' ,� ``````' - --- ' ------ - _ ?7 _ _ P��� IV H Q 0 SOUTH WINDSOR. IF IT IS NOT ACCEPTED _ I _ - �� , , BY THE TOWN THEN THE OPEN SPACE. C" PARCEL SHALL -I _ LOT 12 '�' s -` _ `. f �1 ' I , rz z BECOME PART OF LOT 11 AND WILL HAVE A CONSERVATION _� ___ 3 p I 47,087 sq. ft.%_ __ �`� / \ /-�290 `� - - - _ ?�0 1 !1 ; � oc T - � EASEMENT OVER IT- --,'' 6 - -,__ h , I 1 nRl _r ,-�' - ,- �,— .L �cl \ / \ `mow. ` %\ ll l n \` f ; II rV o:' I= - I 0 I - ` -- / 1. I ZL! 0 , % ---- ` ----------------------------------- �.fl �%tLOT 15 1 % _ o ---- / �' Q Q 0 11 J ` -------------------0 37,4Z65 sq.ft.% I ; --- ---- i ►----------------------------------- ------ a zso acres v / J V O _ , j t-_ ---- ---__ `---- Q - �- i ; , o % % ♦ % 30' WIDF_ GRADING RIGHTS ' \ 1N FAVOR OF IHE TOWN OF SOUTH WINDSOR ,o�,0 30' WIDE GRADING RIGHTS%% -----_A______________________________ ____ _ - 11 % I `- m 11 I I IN FAVOR OF THE 300,- `� _-"-- ,?S ------ ', Q Q I�-� _--'- OPEN SPACE I , 'TQWN OF SOUTH WINDS, ------------------------------- ----- L'ROPOSED O ------ _ 1' ; � m _�----------' •' ' I I p --_ _ --- CONSERVATION EASEMENT _%_ \\ , � Q � � LLI \ N/F CUTLER RIDGE HOMEOWNERS ASSOCIARON,% ---------------------------------------------------------- _ - _ _ M% , 4 OD 'I I A. _ ----------------------- --- -_ _ _ - , , (n D_ O Q_ ----- - 10 - _J, L� '------------------------ -------------------------- - - _ _ ----' - Q t _ _ \ EXIST. IRON,PIN ---------------------------------------------------------------- --------------- - ----- - 1 t—t ----------- TO BE REPk4CED WITH , I I -- - - - _ - - - --_ , U ' CONCRETE MONUMENT -- ------------------- - ----- _-------[ EXIST. - V % �7____" _____ ------,-'I- 1%, 1, I -------- _ % % I- 1% % ------------------- 1, , , %% %_ , % ___ 1, IRON PIN I 1, , '[%\ <� �� % [___________ 11,:`', -) t;7 n \ 'I, /I \ 11 ' , 1, , , I % - % % , I " % 1, -1 Lli N/F ROBERT A -SUSAN E. DOWDING N/F PEDRO M. GOMES -- _ - _ - 1 ___ k%�-GFOFFREY'DAVID BENJAMIK`` N/F DAV11T S _etc CYNTHIA D- A�IARLIN__ `M MOLLINA`SIFWART 1 ,``, O � G N/� PmG`Y`_T1iERESA GROSSI _ - ' ------------------ - --------- - /_. N/F G/LBER1`.TAVARES 1?LIVEIRA N/F WILLlAM N. & RUTH M. OLSEI,X, I Q i1 of ' ----- -"` --- --- ------ N/F CHERYL J. MADER `` - - - - - _ ,� rJ` `: O > �� , �- - -- --- - -___ _ _ --- - _ _ ______-- - 1 j Ic ---------- I 1-------- _`- _ - _ ---- ---- - - _ ----- _ - ll,SEE SHEET 10 F-OR LtGEND 1 - o 1, I GRAPHIC SCALE I Sheet 40 0 20 40 80 160 1 A ( IN FEET ) 1 inch = 40 ft. .i ■ P: M98009 D: M98009SX FOLDER: MANNARINO FILE: MANNARINO (SHEET4) (CUTLER II) / ,, _--- - i '` /' RES 1035 248.48 •\`\ .\\ _ - -- -------- -- _ - - \ N/� REG/NA M. BLOZIE, et of \ --------- ------------- __________________ "---- -\ 11 `------ --'--- ----- -- V_ 0 - ------------ ---•_ \.� _ -----�• 240 86 _,+, 240 gg - _'------ _ ',\ `� i ,IN I �, r----- `7B 3- J7ES'f032 ` _ ---------------- ' �� '�_ E f6� _ _ ,' % `` \ \\ `� 238.50 Q \ \ , 1030 •` t . 237: _ , `� 1 I � f0'19_ - --- �a `. c/ _`�-"' 36-g5 RES �7 --- -- - - -------- `` \ ` `; \ �` 0'178� 237 40 -------- -- -- -- `, \` ♦\ A\ \` `\ `� ----- ------ ---------- ---- ------ \`` % RES 341,yoy`\- 'Z:l p \ %'` \ \�''` ---------- - OPEN SPACE ,felt ------ --'--- ------ -- o \ \ lye, s ; Rik 10,26+�3$'zt2 � -- ------ - - ---- ------ ��.3 `" - ___ _ 629, 840 sq. ft. 3 , , ` h0'k 'U2O , mac'- 2°'5 `, \, \ �36.45`-.%` I. \\\ 2 RES 340 ;'<r ` `,� I \ RES,1025 .\` _ - ------------------------14:459 acres11 ; \ '�. `. ♦ I �, ,� :.ter,-.-- _-------- \, `\\\, ',\ �` \ %`, !% •�� `''�.,� _ VYtN SPACE 1U t1t-'UttUtCJ-Jf�_4tlt___----- _ =, I Y %\ �. \ %- TOWN OF SOUTH WJNDSOR ,�\\ RES .'t39 \, _ _ ES 024 � - ------ \ 35 \'----- ----- - - --- % \ `1,\ \ ,\ \ \ ` 2h23 \ ---------- - -` • RES 1022 ` - 1 _ 11 `�`so \_\, -, \, 1\ , ?_ I , 1, \ 1dES 338 \\ \,\ `% - -- \ XESf0 2519$ r 1, Ii I I \ 2k 1 1 --`� \\ RES` 337 '�. , + , t `\ `\ \ 11 , ,1. — Z ' \\ \\ ` ;` 10, �\ \ `, \ III, ,\ RES *% ; ; \\ 2�, 8 , ` RES f02f`%. `, ` ` \ �\ 1, ,\ I ` 1 \ ``• \\11 , \ %`\` \`\ \ . \ 12 . it 1 \ \ ---- - _ RES 1020 0.89 z \ \ 2A _ \n j I `\ \`, ` \\\ RCS 335 ' ``^_ l ' \ •`._ ' \\` \%%\ \\%\, - _" __� / WITHIN SHADED AREAS SHOWN ON SLOPES OF DETEN770N BASIN - ; `� - �;. _ , \, \, \ ` \\ 2aQ 1. AS SOON AS FILL MATERIAL IS PLACED, AREAS TO BE SEEDED k ' \ \ (SEE UE•GETATIVE SCHEDULE) AND MULCHED WITH HAY ` \ \� ` - ,` \ , GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) i inch = 40 & THE LOCATIONS OF UNDERGROUND U77LI77ES ARE APPROXIMATE AN ALL U77LI77ES MAY NOT BE SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CALL 1-800-922-4455 AND HAVE U77LI77ES MARKED ON THE GROUND. ____�' "__�o I HAVE KEVIEWEI) 1111S PLAN AND FIND THAT THE WETLAND AND WATEKCOUKSE I30UNOAKIE5 VEPICTLO HEREIN 5U135TANfIALLY REFLECT THE DELINEATIONS CONDUCTED IN THF. rIFLD ON July 19'h, and August 2nd, and 15"',1998. ��3azw_/ .++Date: �1 �.0 _ ,6 George T. Logan, M5 ReglStered 5011 SGlentist Professional Wetland 5clenti5t (No. 561) \-\\, I %, \ "\, \\ RES 3��k `, , 2. A TRACKED BULLDOZER SHALL RUN PERPENDICULAR TO SLOPE \\ '`� \ �`\ � ; > \\% 0 TO "CLEAT" THE £N77RE AREA 229.79 , ' z N, �`,2s9' --3. NYLON TENT CLOTH OR SIMILAR MATERIAL TO BE PLACED `RES 79 ; \ \ \ \1, ON SLOPE7 __----%% REJ,333 5 / i \ - %\\ \ \ \ ` S 33zr /% \ ` , \ RE '12E' f0 % ,� 1, ` `,, '` � `, `, `,, \. \�� ��, \X 2g'I 8 �� REVERSE SLOPE BENCH `\ �. . 22�:94 ,� ,, �, ----- --__------ --- _... -- '"--~-- _ - ---- -~- \ �`. N . A 2 NN \ I I , _�\, \\ �59 �&. N ,0 15 \% N % , N �\�x,*, 1'\, \\ % \ \ ` N. \ \�\ `\ ♦\RES 330, + ; i SHELF j \ ?o�,`Zas \ \\,\ r - �� I ; tv\ i to % ` :LOPE AREA \, \�\ RES 329,` ` I -� , 433 41 W 4 2 RES 101\ 16`,69 % -- - ,\ / t� _ - _--------------------- _ - -_. BASIN \.` ` � m � ` ; `%%% `\ ,\ RES 328 o IL I,\ .\ `, - - �, \ \\% \ O 'cOOt /J(_ RES 327 ncrwnnv / ci 2 U i7-' Q I \\ 11 \ ` - _ `\ \ \\% i/ - k,,,e\"% `\,% \ ,I,Z 7 ) , _1_______,_ \ ,♦% \\ . c'�N _ ?I�5 z2 RES 326 V BASINV a W W j �` `` \ \ ` \ `\ \``, , , _ _ , �' - t \ OS \ \ ti x o , _ _ M ENC 7 PI Y ' ` �� ~ •` I RES 1015 •�� '\ ya " RES f 014 \ \ "All - - :,\� \ . 2 RE 3 NOT TO SCALE 1>>Q3 _ -----, }MERGENCY S LLWA 3 S 25 DETAIL , •, 2 `�� \ ., ...... , `\ 3A hi \ �` > . !lid % , , , -_ ,. �- , , ,!1\ \% /,,, . ,_1 , `. I k , ,N \"� \` - . �_ '�:' RES 324--------- 0 ,l \ `• _ 'r FL-246.0 T1=278f �\ .. W/�7/P-RAP _T 1% �,�;.. ...z— 2g3 `\ c% ----------- RES rOz3 225.72 `\ , ` , % -- Y `` PLUNGE PQOL `, ...�\ 4A0:, RES\323 ` i> - ._ \ -. �\ _ ---- = i-------------- \ \ %\ ,..�` .:,; 'v' I 2 PROPOSED DETENTION BASIN,�2 \ �. > �;E' ; • • `. TO BE CONSTRUCTED DURING PHASE 1) �c _ \ \ ' ► • :'t' . 3 R URFACE = 246.0 Z ' \ - ; _ ,. .., WATE S \ ` ,1, \ �•` ���'� .'e:• .a` \:' a- 41.0 r': , TOP= 250.0 ; o' `n 224.32 �� \�`------ _ \ �; \ )RES 322 I _ _ _ I BOTTOM TO BE CONS7RUC7ED \TO DEPIHS 1NDICA7El5 ��, �jj RES 1012 ; , ` -- , '%\ per` 11 ` \ \\ a,,% \ * : ,' , `'�' : \.:.. r DETENTION BASIN TO BE USED AS A TEMPORARY \ - - - ` - -- .` `,\ ?G, \`, STORM MH ,�3 .;:, •. ' �`• • i 1� •�.�"}�' • ::', •. �, ... _ � SILTA770N BASIN DURING CONSTRUCTION � g" � \ \�\ go•;� BOTTOM OF TEMP. S/LTA770N BASIN- 246.0 '� �"� } 77 =253.5E y \ ^>> 2 �• ` \ \` ,. 4. " M 7. r\ \r \ \ 3 t \ -. ---- \ \ ``� \ . \ \ i': 241.5 ; , 246 FINGERS AND DEPTHS BELOW ELEVATION 246 .� :`. % ` ` ` ' " i' /i ':; - �' + SHALL NOT BE CREATED UN77L AFTER S17E � _- __--- \ \ ��`, \ 6 'DEEP \ \ \ \ ? : ''• \ ':' ., t, 32 . - - _ _ _ `.\ ,\ \ > "��r ` \\ \ `�•':'' 247.G1 `•`,;; \ CONSTRUCTION WHEN TEMPORARY SILTARON BASIN �'o RES f011 2?3.40 �\r ```\ , \% , : ; t - I \ \ :.\`., s `.: :> . IS NO LONGER N -0ED l LOB 23 \\ � ,\ F 'o::,. ; 18" EEP I \ ` ! \\� ;' .... .%.>.; " ,, 4: 2g9 RES 320 i� `` .� '-�. !i i" + \ \ ` \ , P a2" DEEP \ \ " - >: - \,� \ ;♦w:,\ \ 246 1 \ \ \\` 242 •'•\''' �' ' OVUBLE ROW OF SILT rcNCE \ I \ -,I ; �{ , I N. 1.12.5 �QCrFiS \ \ \•• \ \ I \ ` \ \ . ,�:''~ V�`. �Zy I / I > % �' \ %LINE OF S/ T FENCE \\\ `\ �,r \\ \ \ N. \\`, :;� ;, ' _•, . .` . �'`. ` RE' bD9 - / , , ,✓ TO BE PLACED R FILL :=c==''�% \\ / \� 18"`/CEP ,\,\ t; ;` ;ti: \ \,; ,\.. . RES 319 / . _ ---'------------------- \� y \ MATERIAL IS PLA ED AND SLOPES \\ ,\ \` \,_�S! \\ \\\ ` ,\ \`:• `� : •: \\` ,J�o . 1 \ i \ ; \ i AREA GRADED , + \ P r_ \ I I\ "- _J \ // \ �. ` \ \ ` ' , " ~, STORM MH ` _ �' ` \ 1 / ' \,` 11 \`\ iii \\ ` `\ \ \\: \\ •'•¢.' ''�a\:'• `>- \ RES 318 t `\ , �`' 2 t 1• i � \ \ 'I FL 22 / ' `\ `\ -__-- ---- — —\. / y� ` `� 2 g. `\ ` ------ 1__--- -- /%11 LEVEL SPREADER _ ``� , I 1 ``\ `•• ••:i,: �":' '. .�.`j•' 18" DEEP \ \ 2-3'�`. \ \, i-�� \\ , .+\';�,•�.�, •�\ r I \` >! \. t` \ \ x\\ DEEP '�. `\\ 6" DEEP \`\ ^> • 31 TOP= 227.5 `122 , \ t% :: 4 \ �, I `.. , :.' .;. '. \ /i \ \ . \ \ \ \ \, : k : 2 RES TOOT%% _ \ \ t` ` % ` ` /i \ \ ` \ \ \ \ ,L.:`, I 2 BIOf7LTER AREA = 22ZO ` h % ! \ .I .\, .. \ ,� \,` \\ \\ \ \ \ \ , �. RES 316 ` \ RES 1006* \ - --- - .z I , 1\ 1% I I \ ;:;;. \ , N DEEP ` \ \ , \ 2 \ _,,\ , A+� ,% `% "::.'' \ ` \ \ t` \ �; \ RES 315 (I `\ % LOT 22 \ „ .\ \ \ i� \ •�..`� `\ \ \ I` / ; \ \ :' o ♦ `\ t 246. , \• % 0% 6 59.2Q2 sq. \, \ �;:.,.' \ I \ \ :.1-1 •�022 f % \_V�. ►c ` 1.35.4,acres%\ `\ ` '�;� ;�;\ \ // ` \ , 7E ORAR :,; \.. `� ` 'k \ >i .... ;y. 1 \ RES,314 •�♦ \ RES 1005 \ \ :.,• `� \ y \ ` FLARED END` i \ �\ , � ' .. `: `,OU T PIPE t \ 3 \ 1i• 12 EEP , :. i :•> !%! ! ` ' W/RlP-RAP `-1 RES \ 3 IN `\ ;:.:.:: ; I , I `\ f ! 241.0;:'PLUNGE' POOL \ \ I, . \ %\ I \ `\ \ , I _ l !, , 241. `, \ \ ;' 7 \ ::, • c \ 1` \ \ -\ % \ \ FLARED EIVD >2;' ��� _�� \' / �, , 220. =246 0 v 9 FL `\ 2• S f004 ,\ 1 2 1 , 2 \ W lP RAP '.>•.• , \ 4.41.2 5=312 %Zk• . ` \ PLUNGE POOL, "• ; - ; `�-:� : ;• •:. ; ; \ 2 \ �,` IgE . , \ j ` _ _� \ ) \\` \ Z ,, \ STORM MH 2 - ` _ # \ ,� :. \ \ 1 7• " �� • `\ TF-255.0E4. . x • n' • ` DEIEN710N Bs�SllV'bUTLET ,/2,, `,\, , b � ��-- ,\ _ _ \ `� \ :` : �F=251.5 %\ 1 `, `\ 222. RE ` ,/��i \\ I:•` FL= 246.0 I \ I \ \ RES 311,\ i `\ '� ` `\ \ ``,, `\ STORM MH '1 ` DURING CONS7RUC710N, TEMPORARY %OUTLET 1 \\ 1 ) + , �- ``, \ \ \ 7F=265.8t I \ `,\ ,\ �\ %PIPE SHALL BE DIRECTED INTO DE)ENT10N BASIN I \\ ` ,.._, I RES 1 ` a ,% \%% \% OUTLET AND "V" WEIR SHALL BE BLOCKED t. ;\ \ `\. 2� 1 k ` \\ \ `\ `\, \ `% \\ `, \ ` 1 `\ \ \ RES 316, / G \ ,` `\ \`\\ \ \I II \ 86,45' \ \\ \\\ \ `\\ \`\\ i I \ \, \\ RES`,�09 \"�•►•. , I /jFp ` \ \ `\\ \10' WIDE GRAVEL ACCESS RQAD `. \ 1 1 ; \ \ ', ` ,\\% ,\%\ 1\,\, , I I ,%%%,11i1, ,11I _, %1 3 \ 1,\ NII ,'1'.1 1_ I , I ,II"I,, ,,1I1, 11 ' ` RES\ 308\ L07\\21 \ \\ a`�o ` \ `\ �\ SHALL BE DESIGNATED W17H STONE MARKERS ``` `\ t r `\ ,I `, 4 Zgg•0 \ \ AND 3'-4' TALL EMERALD GREEN ARBORNTAES \ ` ` � \, `\ `\ �22 y ` $ 0 v 4.71560 sq.tt. ,\ ON BOTH SIDES `, `\ ' \.Z9 0 1.092 acres'`\ i— LOT 7,8 �y `\` ` '� \ \ ; ; 1 `\ \REDS 307 I \N-fv `\ /^\\ --'\`\\ `,�0, 636 s .J 1. `N\ \ \ t ,,\ NW `\ ` ` `' I ♦ S 3 % 5 t ``` - \ ", _ ,\ \ J ,\ - - - -- / ,_ " RES ♦..24\9 5 - - "- - - - .% 1000 , ' SEE SHEET 1 0 FOR LEGEND , I I I 1 I , I g9.0 \ / h86.4 \ ` 1 I 1 " \` ! ` \\ \ �224.17 \ �, R ai z 2 \,\ - -1 \ t o \ \ \ `\ 2 3D4 - �_ I" v\�O \ `,,\ \`\ �_ `\ %\ `,\ ,`\ \ `\`, ; " ' %` \, ,`\ Nam• `\\ ,\ \ N ` `` 'TP6S `. 03 \ 'S `` i \ `, , ,\ ` `\ `I I , , 11 , ``\\ \ \ , - \ \ 3 �Sl % /\ `\\,` \\, \% %\ l i t ` LOT\`,17 \\ \ % \%\ I\ ``\ Noo �. r ``\ \ I 84,\1s4 q.ft.11 % OPEk% SPAC\ Bip �- % R�% Z , \ I 1 1.933 sores \ 11 ' 1, \,\ \ II 629, $40 sq.1�t. % �, /1 - APPLICANT &CONTACT PERSON MANNARINO BUILDERS, INC. CIO ROBERT MANNARINO 1169 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT TEL. # (860) 289- 7055 180 RES ♦..24\9 5 - - "- - - - .% 1000 , ' SEE SHEET 1 0 FOR LEGEND , I I I 1 I , I g9.0 \ / h86.4 \ ` 1 I 1 " \` ! ` \\ \ �224.17 \ �, R ai z 2 \,\ - -1 \ t o \ \ \ `\ 2 3D4 - �_ I" v\�O \ `,,\ \`\ �_ `\ %\ `,\ ,`\ \ `\`, ; " ' %` \, ,`\ Nam• `\\ ,\ \ N ` `` 'TP6S `. 03 \ 'S `` i \ `, , ,\ ` `\ `I I , , 11 , ``\\ \ \ , - \ \ 3 �Sl % /\ `\\,` \\, \% %\ l i t ` LOT\`,17 \\ \ % \%\ I\ ``\ Noo �. r ``\ \ I 84,\1s4 q.ft.11 % OPEk% SPAC\ Bip �- % R�% Z , \ I 1 1.933 sores \ 11 ' 1, \,\ \ II 629, $40 sq.1�t. % �, /1 - APPLICANT &CONTACT PERSON MANNARINO BUILDERS, INC. CIO ROBERT MANNARINO 1169 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT TEL. # (860) 289- 7055 180 ti � z a o 0 2 Q Q IT w O L Zi 2 �� Q w Coi �O UU Q .Q ti (n ct'"n vt"i O O to to o U 0 U Q �% QQ p p O W Q 0 0 ¢ ¢ Q � k � ac 2 �� 2 2 0 0 z Z �� �0) � � W N to M ^ h N Z 1 o N n 1 < in t\ !I -� •s p J! , 0" y O 1 " . .3 ;* *; , No. 9344 , w••-opo -. /CENS�," -,v`'�0� -sOiss/ONAt E A,'" 44 S COtt1Iy ��*,* - cam, : . 3 ?a *\ . . No. 9344 ? O :4. /CENSER q_'s4 ••tv _®+N0-S u R\1esss"', TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP iS SUBSTANTIALLY CORRECT IN ACCORDANCE WITH CLASS AS DEFINED BY C.A.L.S. L.S. NO. 9344 NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL f1tw �A>Y�A1�FjzS W&A)SOR, OONNECTKXJT WILSON M. ALFORD,JR.Y.E.& L.S. DATE: OCTOBER 16, 1998 SCALE: 1 IN. = 40 FT. F- _U I- U Zw Z z O u Q_ 'V d O Z. p�z � z p n V � �') �4 ct� -r Is 0 1 W , a ,_ < p O (_-� i� Z O �(�C lam{ (2 , L`- 0 F'-1 V cc Q W Q M W CL w Q ( LQ 0- V 14< ~N N-� U �4 d, C� Ld w V) d w Q O 1i' Cn 0A ' . 'I P: M98009 D: M98009SX FOLDER: MANNARINO FILE: MANNARINO (SHFFTS) CUTLER 11 1 ------------ I A17 ILLX \ L.'A .11 APPLICANT & CONTACT PERSON MANNARINO RUILDFRS IN( C/0 R08ERT MANNARINO 1169 ELLINGTON ROAD SOUTH WINDSOR, CONNEC77CUT 7EL.# (860) 289-7055 GRAPHIC SCALE 200 0 100 200 400 z 0 w Qf Q '11f�OF wNN �� M. lF ' i= No. 9344 9�APpF'.< /CENSE:•'��a`�ofvf, ��.��S3/ONAL ' �r\j111f OfO,.- CpNfy- ..� . ♦3 � No. 9344 ? vim•. <'�'-� �CENSE�•• o2-'off ••��ON p Is - U R , .s111J TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT IN ACCORDANCE WITH CLASS A-2 AS DEFINED BY C.A.L.S. L.S. NO. 9344 NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL CIVIL EMGWEERS wwsm cortc-crox e WILSON M. ALFORD,JR.,P.E.& L.S. DATE: OCTOBER 16, 1998 SCALE: 1 IN. = 200 FT �J w v oo� � o w � m a Ld � 1Iry,L� u� I^ram, t� O Sheet W w in m Q O d- rn ( IN FEET ) 1 inch = 200 ft. P: M98009 D: M98009TP FOLDER: MANNARINO FILE: MANNARINO CUTLER 11 NO TES- 1. REFERENCE PLAN - "SURVEY MAP PROPERTY OF TO BE CONVEYED TO RONCALLI INSTITUTE SOUTH WINDSOR, CT. IGOR VECHESLOFF PROFESSIONAL ENGINEER & LAND SURVEYOR SCALE 1" = 100' DATE 3-31-87 DRAWING NO. 2140 REVISED 8-12-88". 2. EXISTING TOPOGRAPHY ON PARCEL AND ALONG AVERY STREET HAS BEEN FIELD VERIFIED BY ALFORD ASSOCIATES, INC. IN AUGUST, 1998. GRADES ARE BASED ON M.D.C. DATUM. 3. EDGE OF WETLANDS WERE FLAGGED BY GEORGE LOGAN, SOIL SCIENTIST, FROM REMA ECOLOGICAL SERVICES, L.L.C. IN AUGUST 1998. LOCATION OF WETLANDS LINE HAS BEEN FIELD VERIFIED BY ALFORD ASSOCIATES, INC. IN AUGUST, 1998 4. ALL PROPOSED UTILITIES SHALL BE UNDERGROUND. 5. PROPOSED HOUSE SHAPES, SIZE, LOCATION AND GRADES ARE SCHEMATIC AND REPRESENT THEIR SUITABILITY FOR EACH LOT. 6. ALL CONSTRUCTION SHALL CONFORM TO THE STANDARDS OF THE TOWN OF SOUTH WINDSOR. 7. UNSPECIFIED CONSTRUCTION SHALL BE IN CONFORMANCE WITH "THE STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS, BRIDGES AND INCIDENTAL CONSTRUCi1ON", FORM 814A OR LATEST EDITION. 8. NOTIFY TOWN ENGINEER PRIOR TO ANY CONSTRUCTION. 9. MAXIMUM CUT OR FILL SLOPE IS 3:1, EXCEPT WHERE PROPOSED BUTLER DRIVE CROSSES THE WETLANDS AREA, THE FILL SLOPE WILL BE NO STEEPER THAN 2: 1. 10. ALL UNSUITABLE MATERIAL DISCOVERED DURING CONSTRUCTION SHALL BE REMOVED IN A SUITABLE MANNER. 11. MIRAFI FABRIC FENCE SHALL BE MAINTAINED UNTIL ALL CONTRIBUTING SURFACES HAVE BEEN STABILIZED. 12. NEW PAVEMENT SHALL MAKE A SMOOTH TRANSITION WITH FXISTING PAVKAFNT 13. MAINTAIN DUST CONTROL BY USE OF CALCIUM CHLORIDE AND/OR WATER AT ALL TIMES PRIOR TO CONSTRUCTION. 14. ALL SIGNS SHALL CONFORM TO APPLICABLE ZONING REGULATIONS. 15. THE SUBJECT PARCEL IS OUTSIDE OF THE 100-YEAR FLOOD BOUNDARY AS SHOWN PLANS ENTITLED - "NATIONAL FLOOD INSURANCE PROGRAM, FLOODWAY FLOOD BOUNDARY AND FLOODWAY MAP, TOWN OF SOUTH WINDSOR, CONNECTICUT, HARTFORD COUNTY, PANEL 2 OF 9 AND PANEL 3 OF 9, COMMUNITY -PANEL NUMBER 090036 0002 B AND 090036 0003 B, EFFECTIVE DATE: MAY 1, 1980, U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT, FEDERAL INSURANCE ADMINISTRATION". 16. THE PROPOSED USE OF THE SITE IS RESIDENTIAL. 17. ALL STUMPS SHALL BE REMOVED FROM THE SITE. 18. ALL PROPOSED CATCH BASINS ARE TYPE "C", UNLESS OTHERWISE NOTED. 19. REINFORCED CONCRETE PIPE (RCP), CPPE (ADS N-12 OR EQUAL) MINIMUM 15" DIAMETER TO BE USED FOR ALL STORM COLLECTION PIPES. WHEN THE GRADE IS 10% OR GREATER , CLASS V CONCRETE PIPE TO BE USED. MATERIALS SHALL MEET DOT FORM 814 SPECIFICATIONS, OR LATEST EDITION. PROPOSED PIPE UNDER PROPOSED BUTLER DRIVE AT STATION 4+60f SHALL BE A 4' ELLIPTICAL CONCRETE PIPE AS MANUFACTURED BY CSR NEW ENGLAND PIPE CO. OR APPROVED EQUAL. 20. TREES SHALL BE FLAGGED IN THE FIELD AND APPROVED BY THE TOWN STAFF PRIOR TO CLEARING. 21. FOR SANITARY SEWER HOUSE LATERALS LONGER THAN 100 FEET, CLEANOUTS SHALL BE INSTALLED. SPACING OF CLEANOUTS IS A MAXIMUM OF 100 FEET. 22. IF GROUNDWATER IS ENCOUNTERED DURING CONSTRUCTION OF SEWERS, UNDERDRAINS MAY BE REQUIRED IN ROADWAY. 23. ROOF LEADERS WILL DISCHARGE ON TO SPLASH PADS ON THE GROUND. 24. UNDERGROUND STORAGE TANKS ARE NOT PERMITTED ON THE SITE. 25. OPEN SPACE AREAS SHALL BE DEEDED TO THE TOWN OF SOUTH WINDSOR. 26. A RODENT SCREEN SHALL BE PLACED AT THE END OF A FOOTING DRAIN LINE THAT DISCHARGES ON TO THE GROUND. 27. A BACK WATER VALVE TO BE !NSTALLED ON FOOTING DRAIN LINE FOR LOTS 2, 5, 6, 7, 8, 12, 13, 14, 15, 31 AND 32. BITUMINOUS CONCRETE LIP CURB SECTION NOT TO SCALE D 1 1 /7" 4" TOPSOIL 4 SEED BASE Tl'FE "K2" BIT. GURE3 NOTES: I. TACK GOAT TO BE APPLIED PRIOR TO CURB PLACEMENT A5 REQUIRED BY TOWN. COATING TO BE APPLIED PER M 04.01.1 d4. FORM 814 A EROSION AND .SEn IIUF-AI TA Tl nAl rnAl TRnl A/ A PP A Tl ME-- ✓++.++.+ + + yr v vVl v I I \ vL I V/ I %I \/ I I I Y 1.- 1. THE SUBJECT PROPERTY IS KNOWN AS 940 AVERY STREET, A 56.146 ACRE PARCEL LOCATED ON THE EAST SIDE OF AVERY STREET, NORTH OF PINE KNOB DRIVE, IN SOUTH WINDSOR, CONNECTICUT. THERE ARE WETLANDS LOCATED ON THE FRONT AND THE REAR PORTIONS OF THE PROPERTY. THE PARCEL IS MOSTLY WOODED WITH SOME OPEN PORTIONS IN THE MIDDLE OF THE PARCEL. THE PARCEL IS ZONED "RR". 2. THE PARCEL WILL BE DEVELOPED AS A "RR OPEN SPACE" SUBDIVISION. THE PROPOSAL IS FOR 32 SINGLE FAMILY HOMES LOCATED ON INDIVIDUAL LOTS. THE HOMES WILL BE SERVED BY ONE (1) NEW TOWN STREET. THE NEW ROAD WILL HAVE ACCESS OFF OF AVERY STREET. EACH HOME WILL BE SERVED BY PUBLIC WATER AND SANITARY SEWER. 3. THE MAJOR CONSTRUCTION ACTIVITIES WILL CONSIST OF BUILDING APPROXIMATELY 3100 LINEAR FEET OF TOWN ROAD WITH STORM DRAINAGE, SANITARY SEWER, PUBLIC WATER AND OTHER ASSOCIATED UTILITIES. THE STORM DRAINAGE WILL DISCHARGE INTO AN ON -SITE DETENTION BASIN. 4. THE ANTICIPATED START OF CONSTRUCTION OF THE FIRST PHASE IS FOR THE SUMMER OF 1999. 5. SEQUENCE OF CONSTRUCTION - FOR ALL PHASES A. INSTALLATION OF CONSTRUCTION ENTRANCE IN LOCATION, AS SHOWN. B. INSTALLATION OF FILTER FENCE ALONG AREAS SHOWN ON PLAN. C. CLEAR CUTTING, STUMPING AND REMOVAL OF UNSUITABLE MATERIAL OFF -SITE. *** NOTE *** EXCEPT FOR DRAINAGE, SANITARY SEWER AND ROAD SIDE SLOPES , THERE SHALL BE NO LOT CLEARING UNTIL BUILDING PERMIT IS APPLIED FOR. D. INSPECTION OF FILTER FENCES AND/OR MAINTENANCE TO INSURE PROPER WORKING CONDITION. E. STRIP AND STOCKPILE TOPSOIL. TOPSOIL TO BE STOCKPILED IN NON -WOODED AREAS AND OUTSIDE OF THE WETLANDS AND WETLAND BUFFER AREAS. PLACE TEMPORARY EROSION CONTROL MEASURES FOR STOCKPILED MATERIAL. MIRAFI FABRIC FENCE IS TO BE PLACED AROUND PILES AND/OR TEMPORARY VEGETATION IF PILES ARE TO REMAIN IN PLACF FOR AN FXTFNDFD PFRIl1D OF TIME. F. FOR PHASE 1 - EXCAVATE AND GRADE FOR DETENTION BASIN #1, BIO-FILTER/MARSH AREA ADJACENT TO DETENTION BASIN #1, POND WITHIN OPEN SPACE "A", BIO- FILTER/MARSH AREA ADJACENT TO POND, DETENTION BASIN #2 AND BIO- FILTER AREA AT THE OUTLET OF DETENTION BASIN #2. BASINS, POND, MARSHES AND BIO-FILTER AREAS SHALL BE SEEDED PER VEGETATIVE COVER SCHEDULE. PLACE STUMPS WITHIN THE TWO LARGE BIOFILTER AREAS, AS INDICATED ON THE PLAN. ROOTS ARE TO BE PLACED DOWN. BOTH DETENTION BASINS WILL BE USED AS TEMPORARY SILTATION BASINS DURING CONSTRUCTION AND ESTABLISHMENT OF PHASE 1. INSTALL A TEMPORARY OUTLET PIPE IN EACH DETENTION BASIN. EACH TEMPORARY SILTATION BASIN SHALL REMAIN IN PROPER WORKING ORDER UNTIL ALL CONTRIBUTING AREAS FROM PHASE 1 AND PHASE 2 HAVE BEEN STABILIZED. ONCE EACH TEMPORARY SILTATION BASIN IS NO LONGER NEEDED, REMOVE ACCUMULATED SILT AND SEDIMENT AND TEMPORARY OUTLET PIPE. ONCE PHASE 1 CONSTRUCTION IS COMPLETED AND STABILIZED AT BOTTOM OF DETENTION BASIN #1, "301 FINGER" EXCAVATE TO ELEVATION 300, AS INDICATED ON THE PLAN. THE BOTTOM TO BE SEEDED AS SPECIFIED IN THE VEGETATIVE COVER SCHEDULE. FOR PHASE 2 - STORM DRAINAGE FOR THIS PHASE SHALL DISCHARGE INTO PREVIOUSLY CONSTRUCTED DETENTION BASIN #2. ONCE PHASE 2 CONSTRUCTION IS COMPLETED AND STABILIZED AT THE BOTTOM OF DETENTION BASIN #2, CREATE "246 FINGERS" AND EXCAVATE AREAS BELOW ELEVATION 246, AS INDICATED ON THE PLAN. THE BOTTOM TO BE SEEDED AS SPECIFIED IN THE VEGETATIVE COVER SCHEDULE. G. BOX OUT ROADWAY. IMMEDIATELY AFTER "BOXING OUT" ROAD AND SIDE SLOPES, DIVERSIONS AND LEVEL SPREADERS TO BE INSTALLED. DISTURBED AREAS TO BE TOPSOILED AND SEEDED WITH ANNUAL RYE. ROAD BOX TO BE RESTRICTED TO THE RIGHT OF WAY AND SIDE SLOPES. H. INSTALL STORM DRAINAGE, SANITARY SEWER AND OTHER UTILITIES. I. INSTALL MIRAFI FABRIC ENVELOPES AROUND CATCH BASIN TOPS. J. ALL MIRAFI FABRIC FENCE AND/OR TEMPORARY VEGETATIVE COVER TO BE INSPECTED AND MAINTENANCE PERFORMED IF REQUIRED TO INSURE PROPER WORKING ORDER. K. INSTALL ROAD SUBBASE AND BASE MATERIAL. L. PAVE ROAD. M. LOAM AND SEED SIDE SLOPES OF ROAD. N. CONSTRUCT HOMES. AS SOON AS POSSIBLE, DISTURBED AREAS ARE TO BE LOAMED AND SEEDED. 0. MIRAFI FABRIC FENCE IS TO REMAIN IN WORKING ORDER UNTIL ALL VEGETATIVE COVER HAS BEEN ESTABLISHED. IT IS TO BE INSPECTED AND MAINTAINED AS NECESSARY THROUGHOUT CONSTRUCTION. P. BEFORE REMOVAL OF ANY SILT FENCE, EXISTING SILT IS TO BE REMOVED. ALL DISTURBED AREAS ARE TO BE LOAMED AND SEEDED TO ESTABLISH PERMANENT COVER. Q. THE CONTRACTOR AND/OR OWNER SHALL BE RESPONSIBLE FOR MAINTENANCE/REPAIR/ REPLACEMENT OF ALL EROSION CONTROL MEASURES UNTIL ALL CONTRIBUTING SURFACES HAVE BEEN STABILIZED. ACCUMULATED SEDIMENT SHALL BE REMOVED AS NECESSARY. GENERAL NOTES - 1. THE TOWN ENGINEER SHALL BE NOTIFIED PRIOR TO ANY CONSTRUCTION. 2. LAND DISTURBANCE TO BE KEPT TO A MINIMUM. RESTABILIZATION WILL BE RESCHEDULED AS SOON AS PRACTICAL. 3. THE EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSIDERED AS MINIMUM REQUIREMENTS. THE TOWN RESERVES THE RIGHT TO AMEND THE EROSION AND SEDIMENTATION CONTROL PLANS AS FIELD CONDITIONS MAY WARRANT. 4. FABRIC SEDIMENTATION BARRIER TO BE FIBRETEX 150 GRADE, AS MANUFACTURED BY CROWN ZELLERBACK, OR APPROVED EQUAL. 5. SEDIMENT REMOVED FROM CONTROL STRUCTURES WILL BE DISPOSED OF IN A MANNER WHICH IS CONSISTENT WITH THE INTENT OF THE PLAN. FILTER FABRIC EN VEL OPE- SC:ALE: 1 /2" = V-0" DOUBLE THICKNESS FILTER FABRIC ENVELOPE FILTER FABRIC HELD IN 'TRENCH WITH BACKFILL CINDER BLOCK DOUBLE THICKNESS FILTER FABRIC ENVELOPE GRADE 'CL' TYPE CATCH BASIN FILTER FABRIC FENCE - SCALE: 1 /2" = 1'-0" PLAN SECTION 7.7' O.C. CONSTRUCTION ENTRANCE PAD - NOT TO SCALE S T R E E T PLAN 4" MINIMUM CONN. DOT 2" STONE oo0 - o oo° 00° FILTER FABRIC WIDTH AS SPECIFIED ON PLAN SECTION NOTES: 1. The purpose of a stabilized construction entrance is to reduce the tracking or flowage or sediment onto existing pavement. 2. Before construction entrance installation, the area of the entrance should be cleared of all vegetation, roots and other undesirable material. 3. The entrance should be maintained in a condition which will prevent tracking or flowing of sediment onto existing pavement. This will require periodic top dressing with additional stone or additional length as conditions require. - -- 4'-6" TALL WOODEN STAKE FILTER FABRIC NAIL OR STAPLE TO STAKE IF NOT PRE -ASSEMBLED DIG TRENCH 6" MIN. DEEP, LAY IN FABRIC & BACKFILL FLOW PLUNGE POOL DETAIL - SCALE: 1 /4" = 1'0" A 0( A 0 0 ,� A °�O oR c ,)° L 0 o 0 Q m - o 0 0 0° 0 °00 oO �° r"o PLAN 18" INTERMEDIATE RIP RAP BANK GRAVEL ON -TER FABRIC SECTION A -A PIPE A B o D E F & H Kr. TON5 12" 10' 7' 1-1/2' 1' I' 4-1/2' 1-•1/2' 3' 6 15" lot 1' 1-1/2' 1' 1' 4-1/2' 1-4/2' 3' 6 18, 12, 8' 2' 1' it 5' 2' 4' 8 21, 15' a' 2-I/2' I-I/2' 1' -P 2.-1/2' 4-1/2. 12 24" 17' 10, 2-1/2' 1-1/2' It 8' 2--1/2' S-1/2' 15 50" 20' 13, 3' 2' 2' 4' 3' 6' 22 36" 24' 16, 3-1/2' 2' 2' a-I/2' 3 I/2' 1' 33 ELIP. 11' 10' 2-I/2' 8' 2 I/2' S-I/2' 15 PROJECT ANALYSIS - ZONE: "RR" PROPOSAL IS FOR AN "OPEN SPACE SUBDIVISION" DENSITY CALCULATION - (PER SECTION 10.3a OF THE ZONING REGULATIONS) GROSS AREA: TOTAL PARCEL AREA = 56.146 ACRES MINUS WETLANDS AREA = 8.25 ACRES MINUS AREA OF SLOPES IN EXCESS OF 15% = 5.60 ACRES MINUS 10% FOR STREET R.O.W. = 5.61 ACRES TOTAL GROSS AREA Fa ArlRFc MAXIMUM NUMBER OF LOTS ALLOWED: GROSS AREA = 36.69ACRES (36.69 ac. x 4-3,560 s.f.) DIVIDED BY 40,000 s.f. = 40.0 LOTS PERMITTED NUMBER OF LOTS PROPOSED = 32 OPEN SPACE CALCULATION - AVERAGE LOT SIZE = 39,448 S.F. LOT SIZE REDUCED BY- 40,000 S.F.- 39,448 S.F. = 552 S.F. 552 S.F. / 40,000 S.F. = 1.38% 1.38% x 56.146 ACRES = 0.77 AC. REQUIRED FOR OPEN SPACE (10 ACRES MINIMUM OPEN SPACE REQUIRED PER ZONING REGULATION SECTION 10.3.C) OPEN SPACE PROVIDED: TOTAL OPEN SPACE = 22.472 ACRES MINUS 50% WETLANDS (7.714 AC. x 50%) = 3.847 AC. MINUS 50% SLOPES(1.076i AC. x 50%) = 0.538 AC. MINUS 50% DETENTION BASIN = 0.5f AC. TOTAL "COUNTABLE" OPEN SPACE = 17.587 ACRES PROVIDED MINIMUM LOT REQUIREMENTS: LOT AREA = 20,000 S.F. LOT WIDTH = 100 FT. LOT DEPTH = 150 FT. FRONT YARD = 50 FT. SIDE YARD = 10 FT. REAR YARD = 50 FT. NOTE - THE SUBDIVISION IS IN COMPLIANCE WITH SECTION 10.1a OF THE ZONING REGULATIONS; EACH PROPOSED LOT CONTAINS A CONTIGUOUS BUILDABLE AREA OF AT LEAST 10,000 SQ.FT. INTO WHICH A SQUARE OF 90 FEET CAN BE LOCATED (BUILDABLE AREA AND �0' SQUARE EXCLUDES WETLANDS, WATERCOURSES, DETENTION AREA, EASEMENTS AND SLOPES GREATER THAN 15%). STORM DRAIN TRENCH - NOT TO SCALE PROPOSED GRADE WARNING TAPE PER CONN. GENERAL STATUTE SECTION 16-545, AS AMENDED, 12" MIN., 24" MAX ABOVE TOP OF PIPE APPROVED BACKFILL PLACED AND COMPACTED IN 12" LAYERS NO STONE LARGER THAN 6" (50 LBS) COMPACTED SAND PILL PLACED AND COMPACTED IN 6" LAYERS. MATERIAL SHALL MEET D.O.T. SAND M.08.01.21 5/4" CRUSHED STONE BEDDING MATERIAL SANITARY TRENCH DETAIL - NOT TO SCALE L AWN/ C.ROS,S COUNTRY STP.IEET/ P+A.VED ARIAS SOD OR 12" _ APPROVED GRANULAR NON -ORGANIC 4" MIN. TOPSOIL SEED DETAIL OF ACCESS ROAD WAY NOT TO SCALE 10' WIDE 4" TOPSOIL NOTE- ...... FA BRIC ABRIC SHALL BE 8" GRAVEL NONWOVEN CLASS 2, W/TH PE'RM/TT1 W TY OF 0. 5 TO 0.1 .............................................................. SEC-1 AND AOS OF 0.43 mm STABLE PREPARED SUB -BASE � FIL TER FABRIC TO 0.22 mm AND SHALL MEET (SEE NOTE) AASHTO M288-96 SANITARY CLEANOUT - NOT TO SCALE /FINISHED GRADE 6" TO 12" II BELLOW GRADE ND IKEN TRAPROCK UNDER BEND - Z 10r ID -V 2'. . 3' MINIMUM AID 12" 12"MINMIN SEE PAVEMENT SECTION (SHEET 8) BACKFILL MATERIAL PLACED $ COMPACTED IN ONE FOOT (I') (MAX.) LIFTS. WARNING TAPE PER CONN. GENERAL I I I S T A I u i= St7C, 11ON It-345, AS AMENDED, 12" MIN., 24" MAX AB0\/E TOP OF PIPE 12" I O.D.I 12" MIN PIPE MIN SAND BLANKET PIPE 5/4" BROKEN TRAPROGK DETAIL OF TEMPORARY SIL TA TION BASIN OUTLET NOT TO SCALE 24" DIA. SOLID N12 PIPE NTH 1 1/2" DIA. HOLES DRILLED INTO INDENTS OF PIPE TO BE WRAPPED WITH 2 LAYERS OF MIRAR FABRIC SECURED WITH A LAYER OF HARDWARE CLOTH OR SIMILAR WIRE MESH TEMPORARY SILTATION BASIN 24" DIA. TO 18" DIA. REDUCING TEE WITH ADDED 18" DIA, TO 15" DIA RFnIICFR BERM RIP -RAP END OF TEE 15" DIA. A.D.S. PIPE FOR PERMANENT DETENTION BASIN PRIOVIDE 15" A.D.S. PIPE WITH 12" OPENING PAVEMENT SECTION OR LANDSCAPING (SEE PLAN) IN ROCK EXCAVATION OR IN UNSUITABLE MATERIAL AS DIRECTED BY THE ENGINEER MATERIAL SHALL MEET THE D.O.T. M.OI.OI FOR 3/4" STONE. (BACKFILL TO CENTERLINE OF PIPE 11= ADS NI2 15 USED) APPLICANT AND CONTACT PERSON: MANNARINO BUILDERS, INC. CIO MR. ROBERT MANNARINO 1169 ELLINGTON ROAD SOUTH W/NDSOR, CT 06074 TEL. # (860) 289-7055 O:f nof U U � � 0 0 cn U w 3: w 3: a J �, I- O Z Z (n (n 0 J w LU w w O Z:2 :�E Z Z O O a p 0 U 0 0 0 00 0 Q I.L. I-, U-�a�aQ 0 0 < V""Q opp o w 0 w 0 0 W n- W'-I Q Q Q¢Q�QQ FW- f1fOf 0 Of o p � p � d Of0 d 0 X 0 5 S 0 U U 0 U z z Z Z Z Z I M rn I� 0) Co w of M Q N I 010 r, I, in ,� ®o$, 0° Or- GO+'lltil oo *�i- No. 9344 vooA,po �. < /CENSE�.•'�`0'000� G 0 oe®en�SS/OVAL • �N4 �00 ♦4°`" O¢ � r4' 04o�,e. ........ e" 0.-.0 ee 90 No. 9344 TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT IN ACCORDANCE WITH CLASS AS DEFINED BY C.A.L.S. L.S. NO. 9344 NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL CIViOL ENGNIEERS WIINO90R, CONNECTICUT O WILSON M. ALFORD,JR.R.E.& L.S. DATE: OCTOBER 16, 1998 SCALE: 1 IN. = FT. U 1= U w Z Z O U Q) 0 O 0 Z Il 11 nUj (") W = O0, II II O o LI_ i�pp W C) MOO � pp� V C Q �ICL W ror O Q O w w 07 >-- P: M98009 D: M98009NT FOLDER: MANNARINO FILE: MANNARINO-CUTLER II 98-004 TYPICAL SIDEWALK DETAIL NOT TO SCALE TO WN 0 WNED RI GH T OF WA Y AND PA VEMEN T SEC TION NOT TO SCALE L OCA TION MAP - SCALE: 1 INCH = 1600 FEET MTL STREET LINE R O.W. VA ;UE5 4' MEI' ET TOP OF CURB, OR EDGE OF 6" PAVEMENT X. T IF NO CURB EXISTS 5d MAY, I/4":I' RESIDENTIAL BIT. CURB 74"TOPSOIL45EEED 4SEED MATCH EXSISTIN5 ROUND 4' TOPSSOIL 4 S655ED OR BANK RUN 6RAV�DATION OF M2.06 6RADINS B I. DEWALK 0• GONG. AT DRIVES HM 6'X6'XIOAO iWREM! W CONCRETE SIDEWALK HANDICAP RAMP DETAIL NOT TO SCALE t A r-iC T!•. ♦ACCT I i-.Altl elt=� I=1/ ATI/1AIG =/In KA 514A A5 AMENDED 5105NALK 6P,A55 / BITUMINOUS CURB LINE +F CURB ON ..POINT AT BACK OF CURB AND AT SIDEWALK LINE. c NOT TO EXGEED 1: 12 6PA55 I 11 3' MIN. 3'-4" MAX BITUMINOUS CURB T1'I'. FIN15 ED PAVEMENT LE\/EL—/ (BOTH 51DE5) SURFACE SHALL BE TEXTURED AND NON -SLIP. NOTE DRAINAGE DESIGN IN THE VICINITY OF RAMPS SHALL EH-= AN INTEGRAL PART OF= T tilt KAMP DESIGN. NO DRAINAGE 5TRU<,'TURE SHALL BE PLACED WITHIN THE LIMITS OF THE RAMP. COLLECTOR DRAIN DETAIL — NOT TO SCALE PROP05ED GRADE N� MIN O12' MIN PAVEMENT SECTION OR 1 All A MlAl/ le== MI Ahl I ynlYli�v�l-Ilry �✓i..0 1 �r-.Iv kJARNING TAPE PER CONN. GENERAL STATUTE SECTION 16545, AS AMENDED, 12" MIN., 24" MAX ABOVE TOP OF PIPE APPROVED BACKFILL PLACED AND COMPACTED IN 12" LAYERS NO STONE LARGER THAN 6" (50 LB5) _COMPACTED SAND FILL PLACED AND COMPACTED IN 6" LAYERS. MATERIAL SHALL MEET D.O.T. SAND M.08.01.21 3/411 CRU5HED 5TONE BEDDING MATERIAL IN ROCK EXCAVATION OR IN UNSUITABLE MATERIAL. AS DIRECTED BY THE ENGINEER MATERIAL SHALL MEET THE D.O.T. M.01.01 FOR 5/4" 5TONE. (BACKFILL TO CENTERLINE OF PIPE IF ADS NI2 15 USED) 50' - 0" RIGHT OF WAY - LOCAL 25' LOCAL 12' LOCAL & LOCAL q� 4" TOPSOIL a J NOTE- SEED WHERE BUTLER DRIVE CROSSES THE WETLANDS 6• PROCESSED TRAPROGK BASE _ THE SIDE SLOPE SHALL BE "oIA- Tom) T eRADATION A MAXIMUM OF 2:1 6" MIN. BANK RUN &RAVEL SU55A6E OVER PREPARED SU86RADE (10M'IPA-3 MEET 6RAD)-nON OF M2A6 6RADIN6 B ALL MATERIALS ARE TO W Clow D.O.T. SPEGIFIGATIONS FORM 614A A5 AMENDED 25' LOCAL 13' LOCAL 12' LOCAL E' GONG.DEKALK I' POINT OF • - SIL. IAPPLICATION .�� — of F�RADE SAa, + I, BIT. cuRa I " . Y I/4• . I' 7L5ETOPSOIL 8ip/iy. 1M f 6RA55 STRIP US CONCRETE CUSS 2 RESEfZvW FOR NOTE- (c 7N COWAgCTesss I POLES,AW C. WHERE BUTLER DR (�� CROSSES THE WET row AFTER OGT IS OR I AM� 15 THE SIDE SLOPE S 2' OF BINDER GOIR51E 5HALL BE PLACED' A MAXIMUM OF 2: ACTUAL DEPTH5 E MATERIALS SHOULD BE BASED ON A PAVEMENT DESIGN FOR EACH ROAD. DE516N TO BE SUBMITTED TO AND APPROVED BY TOWN EWVREER. PERMANEN T PA VEMEN T PATCH NOT TO SCALE EXISTING PAVEMENT - . �� ate'• '4. .* :' 4• -. '�;' �..1 •'mot i .' �. •�, .� •••'�.t..4. Ia" ta" ~MIN. TRENCH MIN. WIDTH VARIES SEE rt TYPICAL TRENCH SECTION SEGTION )A4+CUT AND SEAL JOINT WITH TACK COAT M 04.01 I" OR 1 1/2" (COMPACTED) CLA55 2 5ITUMINOU5 CONCRETE SURFACE COUR5E (OR MATCH EXI5TING, IF GREATER) M 04 2" OR 1 1/2" (COMPACTED) CL.A55 I OR 2 BITUMINOUS CONCRETE BINDER COURSE ( OR MATCH EXISTING, IF GREATER) M 04 6' (COMPACTED) PROCESSED TRAPI;IOCK BASE.- M 05.01. 6' (COMPACTED) PROCESSED GRAVEL SMA.SE OVER COMPACTED 506RADE (TRENCH BACK FIW M02- 6RADE, B (OR PROCESSED TRAPROCK) NOTES 1. ALL SAW GUT AND SEALED JOINTS TO BE EITHE2, PARALLEL WITH, OR PERPEN- DICULAR TO, THE CENTERLINE OF THE PIPE. 2. ALL MATEMAL.5 ARE TO MEET FORM 514A, AS AI -ENDED STANDARD WA TER TI GH T MANHOLE FRAME & COVER NOT TO SCALE TO BE USED ON SANITARY SEWER MANHOLES #13 AND #14 AND ON STORM MANHOLES #1, #2, #3 AND #4 NOTE- STORM MANHOLES SHALL BE IDENTIFIED ON THE COINER WITH "STORM" -III�III III IIIIII III - o I=1 SEWEo 11-_ 1 I I_ -I I I 1 =111=1 I I-1 I 1=1 -III=III= 34" DETAIL "A" 31-3 4" I 1-3/8" INN 28" 1. 8" 32" _I 43" COVER DRILL do COUNTERBORE 1/2" DEEP FOR 1/2" SOCKET HEAD CAP SCREW. (2 PLACES IN COVER) FRAME SPECIFICATIONS: _ COVER STAINLESS STEEL SOCKET 1. Pattern shall be no. 1012 WT manufactured by nEA^v CAP SCREn The Cambell Foundry Co. or approved equal. 2 REQUIRED LOCATEDNG. 180 DEG. APART. 2. AASHTO HS20-44 highway loading. 3. Material shall be gray cast Iron which meets 1/4" FLAT NEOPRENE GASKET or exceeds ASTM A48-83, class 308. DRILL do TAP HOLES IN FRAME FOR 4. All Castings supplied with: 1/2"-13 THREAD CAP SCREW. HOLES FROM COUNTER BORED -Machined bearing surfaces LOCATEHOLES N COVER (IN 2 PLACES) DETAIL „A„ -Non-penetrating pick holes -1/4" flat neoprene gasket -1 /9" ciinmeter stninless steel can screws IVE LANDS HALL BE TYPICAL PLANTING DETAIL NOT TO SCALE c.RZM PAMR TRM HKAP TO 5=4)10 Z"tANGHIN6 R✓xMO'4 !» BURL.A%P, WIRL VA *A4ZT AND TieS PROM TOP AND SIVE5 OP !l3A"S roR W'rFf TREES AND SHRL190 (TAPER TO 1/:2' • TRtW,) MANTINIS MIX (TYPJ DEPTH 6R .4%V GOULR / I,kj_- ice' (K=P MUL.GH Orr CPOIr4i6) PLANS MIX (TYP) �at18Lg.1"�c,AL� L'� NOTE, TRW$ Nip VitJW 514AL-L EE P1.A+t't"'iLW JNITH THEE 8A59 GI" TM POLE .Zi ° TO S' Aa0V» LVO S•TINS MISCELLANEOUS MANHOLE DETAILS NOT TO SCALE 15'7/8" Ali ! 14" TAKE-UP CLAMP 6ASKET MANHOLE SL=Vt FLASTOME RIC MANHOLE COUPLING 3—�/8" 8 1/4" 8-1/4" I SECTION A -A 1/2" GRADE 60 STEEL REINFORCEMENT J PLASTIC OR FIBERGLASS MANHOLE STEP INSIDE FACE OF MANHOLE—�' '�•.i: '''• ` FLEXIBLE SLEEVE PIPE 5TAINLF55 STEEL STRAP FLEXIBLE MANHOLE SLEEVE � MANHOLE PlfDE CD,MNEC iiONS TYPE "C" CA TCH BASIN DOUBLE GRA TE TYPE ll NOT TO SCALE 2'„ 111, 2 .40 j" 1� 2-109" .t" c2" No FRONT ELEVATIOP S4X9.5 3'- NOTE: USE C-L GRATE FOR A TYPE C-L DOUBLE GRATE BASIN. 2 - 5/8" HOLES FOR 5 #4 BARS 7' - 4" LONGS 2- #4 BARS PVT CROSS _3' -10" LONG _0 S� I -_PRE CAST CONCRETE UNIT ALL JOINTS TO BE POIN' D FLUSH &FULL PRE CAST CONCRETE OR /CONCRETE MASONRY UNITS DETAIL "A" TOP OF FRAME APPLIES #3 STIRRUPS 0 9" 3 - #4X4' - 0" LONG ' ADJUST FRAME ELEVATION WITH CONC. BLOCKS OR BRICKS, 6" TO 12" 4" STEEL I -BEAM 2-dI j' r Ij S4X9.5 V-6" LONG 8' MASONRY UM7S) PRE CAST SUMP OR SLAB —(OR EQUAL) 3500 PSI _6" OF 3/4" CRUSHED STONE SIDE ELEVATION NOTES: 1. MINIMUM COVER OVER TOP OF PIPE SHALL BE 2'-0". 2. WALL THICKNESS SHALL BE " " SUFFICIENT TO MEET HS 20 LOADING. TYP.)X 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12" FOR CONCRETEE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. 5. ALL BRICKS SHALL BE CONCRETE. CAST IRON MANHOLE FRAME AND COINER NOT TO SCALE 8- 1 1/2" DIA. BONDING HOLES I� 2- 1 1 /: HANDLING A SECTION B-B CAST IRON FRAME NOTES: 1. THE LOWER SURFACE OF THE COVER AND THE CORRESPONDING UPPER SURFACE OF THE FRAME SHALL BE MACHINE FINISHED TO PROVIDE A SMOOTH FLAT CONTACT OR FIT, WITHOUT ANY TENDENCY FOR THE COVER TO ROCK OR RATTLE. 2. SANITARY SEWER MANHOLES SHALL BE EQUIPPED WITH VENT HOLE IN CENTER. to V) 0 r r g Z z Lv Ld � 0 0 U U Q Q r r 0 0 Q Q I O 0 � � O 0 z z 0) 0, 0) rn rn 00 Q 04 C4 ® t No. 9344 ®m�ooSS/ONAL fc91AA 6:60. oye�°°Q� CU`tJPdCa„�a �Ara LR~'T No. 9344 a `r RN Q�eorsa�oe�'"' TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT IN ACCORDANCE WITH CLASS A-2 AS DEFINED BY C.A.L.S. L.S. NO. 9344 NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL. NJ I I QVL EAMEMS WPXG R, CONNEC r WILSON M. ALFORD,JR.,P.EA L.S. DATE:OCTOBER 16. 1998 1 SCALE: 1 IN. _ _ FT. 1 r U P U z O LQ U o z ❑ [-3 STORM MANHOLE LU OO 0 OO ALTERNATE � I � J 0 W _ � �• c7 �l V L� ml J O Oo0 � ` c /Y _5� Elmo o❑o EL z °r o e" O LLd >J SECTION A -A q rn CAST IRON COVER P APPLICANT AND CONTACT PERSON: MANNARINO BUILDERS, INC. C/O MR. ROBERT MANNARINO 1169 ELLINGTON ROAD SOU774 IMNDSOR, CT 06074 icL. # �0QV,/ 289-7v>5 P: M98009 D: M98009NT FOLDER: MANNARINO FILE: ?AANNARINO-CUTLER II � o- vv-1• TYPE rC' CATCH BASIN NOT TO SCALE SEDIMENTATION CATCH BASIN DETAIL NOT TO SCALE DETENTION BASIN OUTLET (WITH WEIR) NOT TO SCALE 2-#4X4'-O" LONG 10yj�' " 2" 2" ,lo" .10 ,11" l" 2» 7" 2~ 1'-6 7" �- � PRE CAST TOP OF FRAME CONCRETE UNIT APPLIES PVT. CROSS -SLOPE ADJUST FRAME ELEVAIION 3 13/16" : ; WITH CONC. BLOCKS OR �-1w „ •, " • BRICKS, 6" TO 12" ti ` . 3 . 3 5/8" • 1P ALL JOINTS TO BE POINTED FLUSH & FULL " » v v I ,79 13 7/19" N 4 V FRONT ELEVATION PRE CAST CONCRETE OR CONCRETE MASONRY UNITS 2 13/16" d POURED CONCRETE OR PRE CAST SLUMP OR SLAB IZA -(OR EQUAL) 3500 PSI 6" OF3/4" C'RIIgHEID \� STONE B" 8" NOTES: , 1. MINIMUM COVER OVER TOP OF PIPE - SHALL BE 2'-0". 2. WALL THICKNESS SHALL BE SIDE ELEVATION SUFFICIENT TO MEET HS 20 LOADING. 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12" FOR CONCRETE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. 5. ALL BRICKS SHALL BE CONCRETE. TYPE `C-L ' CATCH BASIN NOT TO SCALE ,-PRE CAST CONCRETE UNIT /ADJUST FRAME ELEVATION WITH CONC. BLOCKS OR BRICKS, 6" TO 12" +� 2' - N ALL JOINTS TO BE POINTED FLUSH & FULL PRE CAST CONCRETE OR /-� [-CONCRETE MASONRY UNITS PRE CAST SUMP OR N SLAB OR EQUAL) 3500 PSI / 4 .. 6" OF 3/4" CRUSHED S' 4' 8 ONE g,_A" NOTES: 1. MINIMUM COVER OVER TOP OF PIPE FRONT ELEVATION 2. WALL THICKNESSOSHALL BE SUFFICIENT TO MEET HS 20 LOADING. 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12" FOR CONCRETE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WAI I S• 5. ALL BRICKS SHALL BE CONCRETE RIOF,'L TER A lVD LFVF'L -SPRFA nFP /-)FTA // - .✓a-. . ....� , . s,,- NOT TO SCALE BIOFILTER AREA - TO BE SEEDED WITH A MIXTURE OF - REED CANARY GRA55t 50% BIRD'S FOOT TREFOIL% 55% REDTOP= 15% LEVEL SPREADER - FILL WITH TOPSOIL AND SCREED LE\/EL. SEED WITH SAME MIXTURE USED FOR BIOFILTER. LAY 5YW+IETIG NETTING OVER TOPSOIL 3'-O" AND STAPLE To LUMBER. Ex151NG GRADE 2" X b' TREATED LUMBER 4 STAKE EMERGENCY SPILLWAY DETAIL - INV I I V SI^.ALE LOCATION, WIDTH AND LENGTH OF EMERGENCY SPILLWAY /S SHOWN ON THE PLAN TOP OF BERM 3 1 SPILLWAY 4" OF TOPSOIL IMPER 1/IOUS TO BE SEEDED MATERIAL 12" MODIFIED RIP -RAP 811 (MASONARY UNIT) ] 1 3„ 1u3„ z 1z-- 19F" I Li „ Liu: 8' (MA SOArRY 8' 4'-4" , SIDE ELEVATION m L UJ r 4" I -BEAM 01.5 LBS./FT) STD. TYPE 'G' G.B. FRAME 4 COVER CURB LINE STD. M.H. FRAME / 4 COVER 0 CONSTRUCTION .JOINT -SEALED WITH V DIA. BUTYL RUBBER OR EQUIVALENT ADJUST TO GRADE WITH MAX. OF TWO TGOUR5E5 GONG. BRICK 2'-I 10' MIN. 2'-8 2' 7' - O O O O l n ; ' ;i ,M1. ,• INS DE 8' GONG. .s HEIGHT HEIGHT OF BAFFLE i:' BAFFLE ,• VARIES EVEN WITH CENTER OF (SEE NOTE) is OUTLET PIPE 8' 6' 9' 6• SECTION A -A SECTION B-B NOTES: I. BAFFLE CONSTRUCTION TO BE OF CAST MATERIAL KITH THRU HOLES AT OUTLET FLOW LINE, OR MORTARED CEMENT BLOCKS WITH WEEP HOLES AT OUTLET FLOW LINE. 2.5EE STANDARD DETAIL FOR TYPE 'C' CATCH BASIN FRAME 4 COVER, CAST IRON MANHOLE FRAME 4 COVER, MISCELLANEOUS MANHOLE DETAILS, AND TYPICAL TRENCH 5EGTION. 3. FIBER6LAS5, PLASTIC, OR ALUMINUM STEPS SHALL BE INSTALLED AT 12' VERTICAL INTERVALS FROM 12" (MAX.) BELOW TOP OF FRAME ELEVATION TO 12' (MAX) ABOVE INSIDE BOTTOM ELEVATION AT EACH ACCESS POINT. (SEE STEP DETAIL, IN MISCELLANOU5 MANHOLE DETAILS) 4. STRUCTURE SHALL MEET H5-20 LOADING CRITERIA. 5. ALL PIPES SHALL BE GUT FLUSH WITH INSIDE WALL5. STORM MANHOLE DETAIL - NOT TO SCALE SOUTH WINDSOR STANDARD FRAME AND GOVER (NOT WATERTIGHT) ADJUST FRAME TO FIN. WITH GONG. BRICK (6" TO 12" MAX.) STANDARD STEPS I�)<C 1"II�CiGL.L_f-'cIVCVU� MANHOLE DETAIL) -� ALL JOINTS TO BE I POI1`4 I ED FL'uSH 11\1\4 FULL FINISHED GRADE I 4' O" IZA z Lu PRE CAST CONCRETE ORlu GONGRETE MASONRY UNIT 8" GONCRETE OR BRIGK-0= INVERT. 6" OF GRUSHED STONE 6-4" DIA. NOTES: 1. MINIMUM COVER OVER TOP OF PIPE SHALL BE 2'-0". 2. WALL THICKNESS SHALL BE SUFFICIENT TO MEET HS 20 LOADING. 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12" FOR CONCRETE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. Type "C-L" Top with Type "A" grate Type "C-L" top and grat 0/I6• 1013/16•-Zn' - 3'-1 3/4' o e• STANDARD PRECAST CONCRETE UNIT- 1' 6• 28, 1/2" SMOOTH STEEL BARS T 4"X8" OPENINGS 2V SPOT WELD ® EACH JOINT rL LI VARIES ICE 1 I I =PIPE TOP MODIFIED RIP RAP PAD Class "A" Concrete ! �{ FRONT SIDE CIRCULAR FASTENERS TO BE SPOT WELDED AS DEPICTED AND ANCHOR BOLTED INTO FRONT OF STRUCTURE WITH MINIMUM 1/2"X3" 5TAINLE55 STEEL BOLTS TF=,705. 0 TF=251. 5 T"P OF TOP OF 7R=302.5 I /� WEIR=249.0 WEST DETENTION WEIR LAYOUT L.-LTV. V EAST DETENTION WEIR LAYOUT SANITARY SEWER MANHOLE DETAIL NOT TO SCALE ADJUST TO GRADE WITH COURSES SEE CAST IRON MANHOLE OF GONG. BRICK OR CON-. GRADING RIN65 FRAME 4 COVER DETAIL (SEE NOTE 1) a "-- VARIE5 6" TO 12" :, 4„ ., 41-0" .._ MANHOLE STEP �� T'(P. (SEE STANDARD DETAIL) . }" 5,�..i wiilT 1•')FTAII , ✓L I I114 (BELOW) I,2',3', OR 4' RI5ER : LI' SECTION AS REQUIRED 13ITUM1415TIC -DAMP FOR DETAILS, 5EE PROOFING ELA5TOMERIG COUPLING 4'-0' MIN. s ' _ 4'-n" MIN AND FLEXIBLE �TO JOINT P TO JOINT • MANHOLE SLEEVE '. 7/4IPE .D. • -RE FLOW -LASS 7V CON I E OR BRICK MA50N}ZY SELF-GLEANI}16 INVERT a 6 '' A � 4 <<'. ' •' e. •' 1NVER� EL4 ` CLAS5 'A' CONCRETE , : •• : ` : , ,':• jall _ ..:. 6" MIN.1 5/4' BROK/E14 TRAPROGK 2 DEGREES MAX. E L E \Y AT I O I V ROUND RUBBER GA5KET JOINT SPIGOT 4 BELL REINF. - 6ASKET JOINT GOLD APPLIED BI NMINOL5 5EALER ALTERNATE JOINT NOTES: I. TOP STEP TO BE A MAXIMUM OF 12" BELOW TOP OF MANHOLE FRAME & COVER ELEVATION. 2. IF TOTAL DEPTH IS TEN FEET OR GREATER, CERTIFICATION OF HS-20 LOAD BEARING GAPAGITY SHALL BE SUBMITTED TO THE TOWN ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. 5. SEE MISGELLANEOUS MANHOLE DETAILS SHEET. CONCRETE CUL VER T END NOT TO SCALE NOTES: 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED, PAINTED AND GROUTED WITH CEMENT. 2. LADDER RUNGS SHALL BE PRO- VIDED IN CATCH BASIN WHERE HEIGHT OF SI RU R C`TJ' IVL LXI,ECDS 8 FEET. 3. IN SANDY SOILS APPLY DAMP - PROOFING ON ALL FOUR WALLS. 4. RED BRICK NOT TO BE USED. 5. WHERE PRECAST CONCRETE UNIT IS USED FOR SUMP THE TOP OF THE UNIT SHALL BE AT LEAST 6" BELOW THE BOTTOM OF THE PIPE OUTLET FROM THE CATCH BASIN. 6. WHERE MASONARY CONCRETE UNITS ARE USED CORBELLING WALL BE PERMITTED. MAX. CORBEL TO BE 3". NO PROJECTION SHALL EXTEND IN- SIDE OF LIMITS. 7. ADJUST FRAME ELEVATION WITH BRICKS 6" TO 12" S. PROVIDE MINIMUM 2'-0" OF COVER OVER PIPE AT BELLS 9. PROVIDE 6" OF 3/4" TRAPROCK UNDER EACH STRUCTURE AT BASE. 10. TOP GRATE SHALL BE SECURED TO FRAME. DIMENSIONS DIA A B G D E F R-I I R-2 12' 4' T-O' 6-0 3/8' 6-0 3/8' 2'-0' I'-1 15/Ib' 1'-0 1/4' A' 15, b' 2'-3" 3'-10' b'-I' 2'-b' 2'-0 5/I6' 1'-0 1/2' 11" 18' 9' 2'-3" 3'-10' b'-1, 31-0' 2'-5" P-31/2" 1'-O' 24" 9 1/2' 3'-71/2' 2'-b" b'-I 1/2" 4'-�/0�' 2':9 3/Ib' I'-4 13/Ib' P-2' 3011 I'-O' 4'-b' 1'-13/4' b'-13/4' 5'-0' 3'-I' 1'-6112' P-3' 5'-16/4". b'-0' 3'-II 13/Ib' 2'-0 5/Ib' I'-b' A7� I�sl• t� 1■ �, uu n, 2-3 1 /2" 4'-81/2' 2'-4 112 I' -10' I 1- PLAN .r R- w}• •4�L SECTION Y-Y POURED CON'.,RETE CUTOFF KA" -� OR PRE CAST SLAB, ANCHORED TO CULI/MT 50 END VIEW SECTION X-X NOTES: JOINTS SHALL BE TONGUE AND GROOVE OR BELL AND 5PIGOT AS REQUIRED TO CONFORM TO PIPE. WALL THICKNE55 SHALL CONFORM TO PIPE THICKNESS. riTRllGIT Ii2E CII IAI I RE PL° GED O I EXiSTlivv SUITABLE COiiPAC T ED MATERIAL OR 12" GRAVEL BASE. APPLICANT AND CONTACT PERSON: MANNAR/NO BUILDERS, INC. CIO MR. ROBERT MANNAR/NO 1169 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 TEL. # (860) 289-7055 z _o W V V z z 0) % I � W I I � � r �etlssssssus ?0 ♦ V No. 9344 0m°o w'-e;e /ONA 00 C?4PJFy'41 ®®� `A No. 9344 t eo E•pL'�`"._< /CENSE�,''o eee ���hl_o S U R'4 66f TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT IN ACCORDANCE WITH CLASS A-2 AS DEFINED BY C.A.L.S. L.S. NO, 9344 NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL, FINAf "111 CRC ENGINEERS WtVWR CC>NNECTICUT WILSON M. ALFORD,JR.,P.E.B L.S. DATE: OCTOBER 16, 1998 SCALE: 1 IN. _ _ FT. H U P U w z z 0 Qr _u I W (n O (n O L 11 W O o Q o0 fz, uLED 014, EL Z O h W W cn Q I C7 I 1 P: M98009 D: M98009NT FOLDER: MANNARINO FILE: MANNARINO-CUTLER II 98-004 VEGE TA 7I VE COVER SCHED UL E- ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH 4" MINIMUM OF TOPSOIL. SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER AND LIMESTONE AS INDICATED BY SOIL TEST. PERMANENT VEGETATIVE COVER: SEEDING DATES: APRIL 1 TO JUNE 1 & SEPTEMBER 1 TO OCTOBER 1 LAWN AREAS: USE THE FOLLOWING MIXTURE OR EQUAL AS APPROVED BY DESIGN ENGINEER: KENTUCKY BLUEGRASS 45% CREEPING RED FESCUE 45% PERENNIAL RYEGRASS 10% APPLY 1-3 LBS./1000 S.F. SLOPES: USE THE FOLLOWING MIXTURE OR EQUAL AS APPROVED BY DESIGN ENGINEER: CREEPING RED FESCUE 46.6% REDTOP 4.8% TALL FESCUE 47.6% APPLY 1.1 LBS./1000 S.F. OR NE US WILDFLOWER SEED MIXTURE 50.0% CHEWING FESCUE 25.0% SHEEP FESCUE 25.0% APPLY AT 6 LBS./ACRE DETENTION BASIN: USE THE FOLLOWING OR EQUAL AS APPROVED BY DESIGN ENGINEER: FOR BOTTOM OF DETENTION BASIN #1 AND SIDE SLOPES OF DETENTION BASINS #1 AND #2 - USE "CONSERVATION MIX" AS PRODUCED BY NEWP APPLY 1 LB./1000 SQ.FT. BIOFILTER AREAS: USE THE FOLLOWING OR EQUAL AS APPROVED BY DESIGN ENGINEER: USE "WET MIX" AS PRODUCED BY NEWP APPLY 1 LB./1000 SQ.FT. TEMPORARY VEGETATIVE COVER: SEEDING DATES: MARCH 1 TO JUNE 15 & AUGUST 1 TO OCTOBER 1 USE THE FOLLOWING SEED OR EQUAL AS APPROVED BY DESIGN ENGINEER - ANNUAL RYEGRASS 100% APPLY 1 LB./1000 S.F. IF FINAL GRADING IS FINISHED TOO LATE IN THE SEASON FOR ESTABLISHMENT OF VEGETATIVE COVER, AREAS DISTURBED TO BE ROUGH GRADED, COVERED WITH HAY MULCH, THEN TENT CLOTH PLACED ON TOP OF HAY. TENT CLOTH TO HAVE A MINIMUM OF 12" OVERLAP AT SEAMS. STAKE ALL CORNERS AND AT INTERVALS OF 10' IN EACH DIRECTION. PLAN TING SCHEDULE FOR BOTTOM OF PROPOSED DETENTION BASINS FOR DEPTHS OF 6" - SEED MIXTURE OF: WATER SMARTWEED/POLYGONUM AMPHIBIUM FRINGED SEDGE/CAREX CRINITA FOR DEPTHS OF 12" - SEEDED WITH: ARROW ARUM/PtLTANDRA VIRGINICA FOR DEPTHS OF 18" - MIXTURE OF: BUR-REED/SPARGANIUM AMERICANUM (SEED) CATTAIL/TYPHA LATIFOLIA (RHIZOMES) FOR DEPTHS OF 2' - 3' - NOT TO BE SEEDED OR PLANTED CONCRETE STANDARD END WALL NOT TO SCALE DIMENSIONS FOR ONE ENDWALL BASED ON 5=D+2 D 5 H L BATTER B INS FT z INS FT 4 INS FT $ INS INS ff FT FT z INS 1511 1'-5t1 4'-6111 51-6" 2 1/2" I'- II 1/8" 1 181 I'-8" 51-011 61-611 2 1/211 21-0 1/211 2411 1 21-211 1 51-611 1 81-6" 21/2" 2'-13/4" 3011 21-b" (0'-011 IO'-611 21/211 2'-3" 3611 3'-21' (0'-6" 12'-6" 3" 21-11/211 4211 3'-6" 1'-011 141-611 311 2141 48" 41-211 11-611 I614011 3" 2'-101/2" SIDE ELEVATION ENDNALL NOTES 6'-8" FRONT ELEVATION EXPOSED ED6E5 SHALL BE BEVELED I" REINFORCEMENT SHALL HAVE 3" COVER 5I KUC, I LRES 51-IALL BEE PLAC Er, ON EXIST INO SUIT ABLE 001-jr-Av 1 CD ILIA 1 ERIAL OR 12" GRAVEL BASE. TEST HOLE INFORMA TION - TEST HOLES WERE PERFORMED BY MANNARINO BUILDERS, INC. ON JUL Y 15, 1998 ® #1 0 - 6" TOPSOIL ® #6 0 - 6" TOPSOIL 6"-6'6" SILTY GRAVEL 6" - 8' SILTY GRAVEL LEDGE AT 6'6" NO LEDGE NO WA TER NO WATER ® #7 0 - 6" TOPSOIL � #2 ® 0 ��- 6" TOPSOIL " - 12' SILTY GRAVEL 66" 6 - 9 SILTY GRAVEL LEDGE NO LEDGE NO WATER NO WA TER TP ® #3 0 - 6" TOPSOIL ' ® #8 0 - 6" TOPSOIL 6" - 18' SILTY GRAVEL 6" - 11 SIL TY GRA VEL NO LEDGE NO LEDGE NO WA TER NO WA TER ® 0 - 6" TOPSOIL ® #9 0 - 6" TOPSOIL #4 6" - 16' SILTY GRAVEL 6" - 12' SILTY GRAVEL NO LEDGE NO LEDGE NO WATER NO WATER TP 0 - 6" TOPSOIL ® #5 6" - 13' SIL TY GRA VEL NO LEDGE WATER SEEPAGE AT 8' ELLIPTICAL PIPE DETAIL NOT TO SCALE SINGLE OR DOUBLE CAGE - - PER ASTM C 547 GN R2 HORIZONTAL ELLIPTICAL. PIPE '. . r • dt " A A � AI • • JOINT DETAIL HORIZONTAL ELLIPTICAL PIPE SIZES SPECIFICATIONS NU tj REINFORCED CONCRETE ELLIPTICAL CULVERT AND STORM DRAIN PIPE MANUFACTURED IN ACCORDANCE WITH A.S.T.M. SPECIFICATION C 507. EQutval.6ntt ROUND 512E ,INCHES RISE !M. 5Pa►� IN. wall THICKNESS . IN. t� i4 23 2 �jA 24 i9 3U 3 t!4 30 24 3!S J :S/4 d6 29 45 4 N 0 TES FOR WETLAND MI TI GA 7I ON AREAS - THERE ARE TWO PROPOSED WETLAND MITIGATION AREAS - a) BIO-FILTER % MARSH / POND AREA LOCATED ON THE WEST POR77ON OF OPEN SPACE --A" b) BIO-FIL TER / MARSH AREA LOCATED ON 7HE EAST SIDE OF OPEN SPACE "A" REFER TO LANDSCAPING PLANS FOR 7HE DETAIL OF PLANT MATERIAL WI7HIN 7HE M177GA77ON AREAS. NO TES - 1. A MINIMUM OF 6 INCHES OF TOPSOIL SHALL BE PLACED WITHIN THE WE77-AND MI77GA77ON AREAS EXCEPT AREAS UNDER TWO FEET OR MORE OF WATER. THE TOPSOIL SHALL BE DEVOID OF WEEDY WETLAND PLANT MATERIALS SUCH AS REED CANARY GRASS, PHRAGM17ES AND PURPLE LOOSES7RIFE. THE TOPSOIL WILL HAVE A MINIMUM ORGANIC CONTENT OF 12% 2. A MINIMUM OF 25 STUMPS WILL BE USED IN THE WESTERN M177GA77ON AREA AND A MINIMUM OF 10 STUMPS WILL BE USED IN 7HE EASTERN MIRGARON AREA TO PROVIDE MICROTOPOGRAPHY. EACH STUMP WILL NOT BE WIDER THAN FOUR FEET AT THE BASE OR PROTRUDE MORE THAN THREE FEET FROM THE SURFACE. UP TO 10 INCHES OF TOPSOIL WILL BE PLACED UP AGAINST THE BASE OF EACH STUMP. J. AFTER WETLAND MITIGATION AREAS ARE PLANTED METH WETLAND EMERGENTS AND WOODY MATERIALS (SEE PLAN77NG MATERIALS TABLES) ALL AREAS ABOVE ELEVATION 296.7 WILL BE SEEDED WITH THE "NEW ENGLAND WETMIX" SUPPLIED BY THE NEW ENGLAND PLANTS, INC. OF AMHERST, MASSACHUSETTS, AT A RATE OF 1 LB PER 5000 SQUARE FEET. 4. EXACT LOCATIONS OF PLANTING MATERIALS, PAR77C:ULARLY WETLAND EMERGENTS, WILL BE DETERMINED IN THE FIELD BY A QUALIFIED WETLAND ECOLOGIST, IN CONSULTATION WITH THE TOWN STAFF, FOLLOWING CONSTRUCTION OF WETLAND MITIGATION AREAS SPACING OF WETLAND EMERGENTS WILL BE IN ACCORDANCE TO PLANTING MATERIALS TABLES 5. SHRUB SPECIES WILL BE PLANTED AS SPECIFIED ON PLANS WITH THE EXCEPTION OF THE BUTTONBUSH THAT W2L BE PLANTED UNDER THE DIRECTION OF A QUALIFIED WETLAND ECOLOGIST. 6. WETLAND EMERGENTS WILL BE PLANTED IN THE SPRING, PREFERABLY BETWEEN MAY 1 AND DUNE 15. IF GRAD4`1G OF WETLAND AREAS IS DONE DURING THE SUMMER, FALL OR WINTER, ALL INVASIVES, SUCH AS REED CANARY GRASS, PURPLE LOOSES7RIFE AND COMMON REED WILL BE REMOVED PRIOR TO PLANTING. Lt ULNU + RES 213 WE7LANDS FLAG NUMBER WETLANDS WERE FLAGGED BY GEORGE LOGAN, SOIL SCIENTIST FROM REMA ECOLOGICAL SERVICES, LLC, IN AUGUST, 1998 AND FIELD LOCATED BY ALFORD ASSOCIATES, INC. x 160.0 EXIS77NG SPOT GRADE >62____ EXIS77NG CONTOUR 160.0 PROPOSED SPOT GRADE 160 PROPOSED CONTOUR GRADE TO DRAIN PROPOSED HOUSE LOCA77ON, SIZE AND SHAPE ARE SCHEMA77C AND REPRESENTS ITS SUITABILITY FOR EACH LOT FF= 316.5 FINISHED FLOOR ELEVA7ION GARAGE= 314.5 GARAGE FLOOR ELEVA7ION BASEMENT= 308.0 BASEMENT FLOOR ELEVATION WALKOUT BASE.= 308.0 WALKOUT BASEMENT FLOOR ELEVATION FD FL= 306.8 FOOTING DRAIN INVERT ELEVA7ION AT HOUSE SAN. FL= 304.0 SANIATARY SEWER LATERAL INVERT ELEVA7ION AT HOUSE PROPOSED MIRAFI FABRIC FENCE PROPOSED RIP -RAP PLUNGE POOL p MERESTONE TO BE SET BY DEVELOPER p IRON PIN TO BE SET BY DEVELOPER - ❑ PROPOSED WOOD GUARD RAIL DETAILS TO BE FURNISHED TO THE TOWN ENGINEER PROPOSED UTILI TIES.• - -S- -0SAN. MH S=360.0 SANITARY SEWER LINE AND SANITARY SEWER MANHOLE SANITARY SEWER LATERAL TO HOUSE FLOWLINE OF SANITARY SEWER LATERAL AT THE MAIN LINE N07E- LATERALS ARE 670 AND 2.09* MINIMUM D STORM DRAINAGE PIPE CB STORM FE MH - FLARED END - STORM MANHOLE CA TCH BASIN -FD - FOOTING DRAIN LINE F9=360.0 FLOWLINE OF F0077NG DRAIN AT MAIN LINE PIPE SIZES,* - INDIVIDUAL F0077NG DRAIN LINES SHALL BE 470 - WHERE DRAINS ARE COMBINED WITH EACH OTHER OR WITH ROOF DRAINS, PIPE SHALL BE 870 - C - 8"0 ADS N-12 OR PVC FOOTING DRAIN COLLECTOR LINE ------- W-------- WATER MAIN W WATER LATERAL TO HOUSE WATER NOTE:• FINAL DETERMINATION OF WATER MAIN AND INDIVIDUAL HOUSE CONNEC77ONS SHALL BE COORDINATED WITH THE WATER COMPANY U77LI77ES NOTE. - ELECTRIC, TELEPHONE, CABLE TV AND GAS SERVICES ARE PROPOSED BUT HAVE NOT n hI 11In IA/AI I Ikl Al / nn A TIn AI nr A I nnnnn['•rn IITII )TI - -11 AI I nr nnnnn 1AI AT n QCC1V 5huyv/V. rhvAL LUU/i llV/V Ur fiLL 1-nV1-VJCU U 1/L11/CJ J/7HLL DG UUUnU//VH 1CU WITH THE APPROPRIATE U77LITY COMPANY. DIVERSION & LEVEL SPREADER DETAIL ( NOT To SCALE I • �,aysl Sp��#t 0ssita Dasitlaed Q Minimum Length --- •r.- -__ �_ 11.4 In you) sY up to 10 15 ll to 20 20• 21 to 30 • 26 31 to 40 46 Al to 30 44 iEt'tPORAttY General Cutest 1. Construct level lip on zero percent trade to Insure uniform spreading of storm runoff (converting channel flow to sheet flow). 2. Level spreaders must U caastructed on undisturbed loll (not on fill). 3. 10trance to spreades< uL $!L1i8 traded in a ashRir to insure that runoff enters directly onto the sero percent graded channel. 4. Storm runoff converted to sheet flow wat•outlet onto areas already stabilised by e�cisttr.S vegetation. S. 8ariodio Inspeetioa.and meixtsaaoas naott bo rrwidsd to insure taitial Purpose it accomplished. .. UTtU'TKrS ��C�/ � •�i ' r 3t TP TEST HOLE ® PERFORMED BY MANNARINO BUILDERS, INC. ON JULY 15, 1998 LOCA7ONS SHOWN ON PLAN ARE APPROXIMATE AND HAVE NOT BEEN FIELD LOCATED DIVERSION AND LEVEL SPREADER IMMEDIATELY AFTER "BOXING OUT" ROADWAY AND SIDE SLOPES, DIVERSIONS AND LEVEL SPREADERS TO BE INSTALLED APPLICANT AND CONTACT PERSON: MANNARINO BUILDERS, INC. CIO MR. ROBERT MANNARINO 1169 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 TEL. # (860) 289-7055 lIIII Iwiwl � Of Q o 0 z 0 Q Q z 0 zZ �Z z O O � ww w 00 o �o z z w w w QQ �Q Q U)v~i o � � o O � � (n w � o � 0 0 � a Q I- Q tW- 00 �o � � � a_ a o a- � � � 0000 o 0 0 zz Qz z z z rn� �� � rn rn 1 W .- N (.000 of No. 9344 ? � j f Q' ONAL ®Donn �F COiJR/ '-•® No. 9344 S U R -4:� ®10®0 TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT IN ACCORDANCE WITH CLASS A-2 AS DEFINED BY C.A.L.S. i I L.S. NO. 9344 NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL C/VOL EMG#!lEERS w, ooNrtEIDntxrr • WILSDN M. ALFDRD,JR.,P.E.& L.S. DATE: OCTOBER 16, 1998 SCALE: 1 IN. _ - FT41 ult T_ 1 P: M98009 D: M98009NT FOLDER: MANNARINO FILE: MANNARINO-CUTLER, II I 1 1 cn 1 Z N/F REGINA M. BLOZ/E, et al I y j O v N/F REGINA M. BLOZIE, et a/ 10' WIDE GRADING RIGHTS 1N FAVOR OF 7HE TOWN OF SOUTH WNDSOR, II m 10' WIDE STREET EAE EASEMENT I Il EXIST. I � BUFFER IRON PIN 80-FOOT FROM WATERCOURSE I o \ AND 40-FOOT FROM WETLANDS I 00 WETLANDS TO BE REPLACED WITH 1 824 CONCRETE MONUMENT 901 S 6773'03" E 864.79' EXIST. BENT IRON PIN i � ram, .-;- 139.14 s 74.23' 128.19' I TO BE REPLACED WITH w....,... �.�" • S 73'48 35 E \ 357.26' 60.38' .96, 154.30' (TOTAL ALONG LOT) Z CONCRETE MONUMENT "» O O ( O J o » NON -WETLANDS � 900 � OPEN SPACE D ? / '7 "� TOTAL ALONG LOT) � ti 823 S 67714'S7 E 400. 00' ' •►� \ / / �O ,O O O in • u ��. \ OPEN SPACE TO BE DEEDED TO THE / , `� -1o, PROPOSED 20' WIDE J -j w n1 R=25.00' ♦ - - - - - TOWN O SO W/ND OR 0 , ASEMEN � • o � L 9000'00" 4' WlDE CONCRETE WALK ♦� _ _ - - - - - - J - - - F UTH S /�j / 10• SANITARY SEWER E / T fir �� ` �� �� 1 /TO o - �- - - - - - 1 - - - - - - - - \ 804 33, 480 sq. ft. / / 6kti ry / i SOUTHE WINDSORF - - - R=1025.00 819 I 818 R=975.00' , a, 817 N 6943'49" W 148.89' ♦ C_ ` y1 0 2 �- _ - 820 L=101.18 zt D=0539'22" 113.35' N 66'4238" W �t D=0301'i0" L=5J.38 0 ♦ ?0673, \ 0.769 acres / �o, y� / LOT 32 LCJ I Q Q \ _ r 178.84' ry ♦ 0 3\ / '.dry eti f 6 / 31, 880 s ft. ° ° ° o 821 N 7222'00" W _ 3 / 6 00 tih q V V O O U k h / 0.732 acres rn ♦\ R� 2Soo, L>s¢s` \ \ R=15.00' / h� ���, / W W \ o o A O S 69 43'4 " E O i \ o S 6 4238" E o o O \\ L=23 56' s0, ti 1 R=30 N \ 14& 89 0 D=9000'00" / j o S 722 '02 O" E oo \\ 113.35' o `� �� 1,?.- \ \ / 90�4' O / l LOT 31 0 ° Cull ° o BUTLER DRIVE °Ooo' R�Wa \ gp6 s / 28,896 s ft. LOT 3 k o o 1 203.84' 841 rn �� OG�F G �F O� 9 e¢ a Q e v o o \ » 148.89' o, �� O �A / 0.663 acres 29,748 s R � �w o o ,� ,n 814 815 816 �v S 69 43'49 E � �3. , 90 805 0 "� O O ° o O o ao b R=975.00 S 66 42'38" E R=1025.00' 10' WIDE CL&P EASEMENT & ' v R=275. p0• s2GR 83 gyp 'O `rF�S ry/ f 0.683 cc QL o n _ / ry 0 " \ L=96.25' 0 113.35' I cv D=053922 �\ � D=0301 f0 L=54.02' STREET-.._ S 727 02 O 813 - - - -- / m i---------• �--------------------- "�. ~�`y�r�4,93, 128j� 00 / �� Z 2 Z 2 802 178.84' - - - - cN �� R�3o' 00 rL 825 807R=15.00' pis, �ry 00 w �° rn rn rn L=23.56' w / R=25.00' \ D=90 00'00" F 2 rn o _ o, „� N N < o L-39 27' EXIST. IRON PIN \\ D=90 00'00" 300.00' TO BE REPLACED 4.00' p/ 72�2'GO» W WITH CONCRETE \\\ m h \ \ G N r\ MONUMENT BUFFER ♦♦ ♦♦♦ ��� \ �0sr., \ �2 vo 3 EXIST. 80-FOOT FROM WATERCOURSE ♦ ` ♦ Q \ F` IN, 21 IRON PIN AND 40-FOOT FROM WETLANDS ♦♦ ♦♦ \ O \ \ o TO BE REPLACED WITH \ N ti CONCRETE MONUMENT 2 ♦ ♦♦ \ Sssy '1'U`�?- \ \ \ 6g Z co mi ��\ ` \\\ \ s09 G DISTANCE ALONG BL=149.03' 11 ^i ��, '� \\ \ Q \ 1 , 1 `� DISTANCE AL jI NIT' JOHN R. & RHONDA D. WILSON �\♦ \ c93s?, `�o�s�\ �Qi\ y ♦ \ i v B 4' iWDE CONCRETE WALK m I ; ♦ \ " t� AL 7_Ur_ tN _ ♦ ` \♦ \ �39 a8j, o5p W'G tor- STREET TREE 810 19.31' it o ♦ ♦♦ \ �, DWR ` L=109.66 O - 10' WIDE CL&P EA EASI OPEN SPACE » A » \ \�•�,R D=37Y107" I N 70�8'f0" W 230.6J' I 1� �♦ 299,870 sq. ft. \\\ \ \8�0; R�373. ♦♦ 6.884 acres - S 70'28'Jo" E o ♦ ♦ \ .^R=300. oo' N ♦ • \ ?' L= 94.70' o ♦ OPEN SPACE TO BE DEEDED TO THE \ �,?10 D=377107" o - 9D9 ♦♦♦♦ TOWN OF SOUTH WINDSOR `. \\\\ �'93, D=3771'07" I S 72 22'00" ♦ ` S 70�8'10" E 101 E ♦♦♦ ` \\\ 4 WIDE CONCRETE WALK D=1971'17" 838 99.78' S n I \ ` \♦ D=035120" Ii ♦\ � ` ♦♦ L=21.87' ♦♦\\ •` `yoy ♦♦♦♦♦ �TANCF ALONG BL-1 DISTANCE ALONG B L=125.01' ! ♦♦ . ` ♦ 25_ N/F RANDY M. & PAMELA J. OLSON -� ♦ t� ' .is, P CONNC 0'pm v. r N0. 9344 s VI••��•sese�e•�/llbs ®0000 *16F®'CONN F. s 3 a *, * No. 9344 eo q . •' y ®C •'B�''se, ee a °°®®®� TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECTIN ACCORDANCE WITH CLASS A-2 AS DEFINED BY C.A.L.S. L.S. NO. 9344 o ♦ • ` o \ I \\ o., ♦♦ NOT VALID WITHOUT A LIVE (-o m ♦♦ ` ` ♦♦ SIGNATURE AND EMBOSSED SEAL I I I � I I i -� cn C EXIST. IRON PIN I TO BE REPLACED WI7H CONCRETE MONUMENT I I i 826 I I Z I _ I � uo' I I I o` o I o I m 827 1 I I EXIST. IRON PIN TO BE REPLACED WITH I CONCRETE MONUMENT i I I j N/F DAWD M. BLOZIE AS -TA O S 72 Zz 3 --LSO' N 68 40'07" W 907 3 N/F MICHAEL & THERESA BREAUX \` 6 \ � N \ N \ \ 1 I 1 1 I I I 1 \ \ \ 161.02' 261.27' _ .nc•�G" W 906 N 6779'05" W 905 \\ N 69�.� \ N/F MANNARINO BUILDERS, INC. 904 os, -P a • 18J2 ♦ ♦ 3 ♦\ LOT 1 o rn `♦ 31,484 sq. ft. `♦ 0.723 acres N N \\ ANY REGRADING, DISCHARGE \\ OF STORM WATER, ETC. MAY NEED INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION \\ APPROVAL \ 828 116.97' \\ 833 57.71' `\ N 6571'24" w 724.32' OPEN SPACE •�• N/F CURER RIDGE HOMEOWNERS ASSOCIATION /o LOT 2 31, 411 sq. ft. 0.721 acres 137.92' N 6746 09" W APPLICANT & CONTACT PERSON MANNARINO BUILDERS, INC. C/O ROBERT 114ANNARINO 1169 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT TEL.# (860) 289-7055 0�4 GRAPHIC SCALE 40 0 20 40 80 (1) Alf �Ior �oASSOCIATES, IWO a QML ENGNEERS WNDWR. CORNE-CT1CUf WILSON M. ALFORD,JR.,P.E.& L.S. DATE: OCTOBER 16, 1998 SCALE: 1 IN. = 40 FT. 1-- U w Z Z O U Z o N Z oc i W Q 0 O o CL F-i �i- C Lu ry Q =J Luw L W W w o w Q 0 �t- rn Sheet J it ( IN FEET ) 1. inch = 40 ft. P: M98009 D: M98009SX f CZ14FF'T11 N I .� FOLDER: MANNARINO FILE: MANIJARIN (CUTLER II ImoT- 1 ' -7 1 N/F REGINA M. BLOZIE, et al ANGLE _ 4.79' S 6723'03" E 864,79' POINT S 6728'04" E 282.10' 128.19' 90.43' 59.12' 173.20' G LOT) WIDE :R EASEMENT OF z LOT 30 29,748 sq. ft. 0.683 acres z ni co poo c� rn ` m m DISTANCE ALONG BL=128.00 `� \\ 917 S 65'48'41" E 349.E 9- S 66 09 JO' E S g0'47'15 918 Z 173.49' (TOTAL ALONG LOT) 69.71' 36•11 `�° 326.26' o \ lam- `� • _...rrr"` ti h w \ mj � ```0 � •�° � �' o of �' � 0 1 t 0 0 0 0 0 0 R \ I `• o o `� � o o �- II OPEN SPACE "B" oT 2s �o F s 629,840 sq. ft. S N 432 sq. ft. m. C O 150 acres Z,r�� 0 s 4.459 acres Co N 4) e4-64 of - AR: �18\\ � e No. 9344 0 h ,y� • X \ • ® o- �O �CENSE�•''a°'vOs� IN ION AL IN _ _ D=0636 30" L=78.75' _ NcF of py\ --'- 1p' WIDE Cl&P E�TN�Fi- 800' 43.30 0=103228" STREET TREE EA / \ OppODY®saeAoo3 _ 64,r28r\\ `\\ 'eo�pC C.OIVI�am® -AzF 59.31' N 7028'10" W 230.61' LOT 25 57,515 sq. ft. / �� �`. opp �• R@638' ��ro36, 1.320 acres / \ ;*? 230.61 ' /9344 S 7028'10" E Cl .. Da78s9 S 0 - 14 230.61 [,86162, q\ \ �. '-__</ E�,•' e �0 rn o � CENS , o ¢, S 7028'f0" E b837 �33 \ �Oti \ s- \ - `� ` rloo ea 0 S U R v6ay� 125.00' D=132745" c A _....a f0' WIDE CLdcP EASEMENT & 5.83' c� - _ - _ _ _ _ _ _ - L=140.gg' \ 0�� \ �\,? oBOao9sseeea® 99.78' STREET TREE EASEMENT - _ _ II - - \ \ ' 0` o o� \ �8 ,�,�� P�O�G \ ��\ '`• TO HE BEST OF MY - '- - 14o7so" 0 �0�9� \ g��0 \, KNOWLEDGE AND BELIEF 1�0�� 914 �• THIS MAP IS SUBSTANTIALLY rn C EAU\ \T \ 61�ry \ ` \�`.` `4 WITH CLASS A CORRECT IN ACCORDANCE 2o AS DEFINED DISTANCE ALONG BL=135.06' S> DISTANCE ALONG BL=125.00' \ dos ��� \ \ 1 --- T � D=005718� LOT 24 508 BY C.A.L.S. 4CE ALONG BL=125.U' I os, ,�� \ S L S NO 93 4 _ L=10.00' .�' o �� o?" \\ 57,621 sq. ft. 7 `\\`. Q 4 O/`E AEON ^q'ry ti� ' ryas �\8 1.323 acres \13564' hAry� l0O • ,O, O\�Rst . ?>>s � 00- O \ F S / 00, 0, - Fiy), LA LOT 2 w w ,� eZ� 93o i 5�11 sq. ft. °i "l co., o� LOT 4 ��, `� �sr�� \ max, 0 �.fl \ r E ' o 29, 367 s ft. r `D �k18 21 acres t 9 � � 0.674 acres LOT 3 31, 011 sq. ft. 0.712 acres 137.92' 09" W APPLICANT & CONTACT PERSON MANNARINO BUILDERS, INC. C/O ROBERT MANNARINO 11Fa A•l / /Alr?TnAI P,-)An I IVJ LLLIIIV IVIV !\V(l✓ SOUTH WINDSOR, CONNECTICUT TEL.# (860) 289-7055 GRAPHIC SCALE 40 n 20 40 80 ( IN FEET ) i inch = 40 ft. LOT 29 30, 747 sq. ft. 0.706 acres DISTANCE ALONG BL=128.10' _IIIi� I � 160 LOT 28 34,607 sq. ft. 0.794 acres W "IS 1A 2 CE AL ON '9430. IV V/ T= VJ 11 /GT.JL LOT LOT 5 27,775 sq. ft. 0.638 acres 95.42' OPEN SPACE N/F CUTLER RIDGE HOMEOWNER'S ASSOCIA77ON 49.78 LOT 6 1).4 7-7n Lc L-t,.!/� Sq.IL. 0.560 acres 102.70' cvlcr IRON PIN LOT 27 40,219 sq. ft. 0.923 acres S 66 09 30" 125.24' 54 Dv- \ j < • may- „ 929 6 /Cd?6'�g�c�'f r8 r 2 IN \�` NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL & X I V--- 9 _ DGEG' k1 720 \ & 0° pE LOT 23 0 \ o� 20 DO GOP 48,994 sq. ft. wl 1.125 acres o /100� k1 00 LOT 7\ �/1y Q�d' 722 24,124 sq. ft. 0.554 acres 51 191 U'a I rn- I N O/ If \ 70 o00 w, S 00' o O 1 D C 25 10' b z o ca \ m 00 0 ( o C3 o / oo 2go k7r o o a\ z LOT 8 a, 24,967 sq. f . r W c> �- N Sg / \o r 0.573 acres z V W Pj,22-r7;8 w v 1 z N 1 N 1 23 p0 N 1 o + LOT 9 0 24,962 sq. ft. 0.573 acres 0 m rn w e L� 1 + m co N 6128 00' 1 �► 1 v_ 2p0. �j LOT 22 59,202 sq. ft. 1.359 acres S gt E 4p0• LOT 21 47,560 sq. ft. 193. 1.092 acres / . 30 00! a / 6" E z S 81-28 5 119.301 n m D 0 Z / c� CML EMGNEERS • WILSON M. ALFORD,JR.,P.E.& L.S. DATE: OCTOBER 16, 1998 SCALE: 1 IN. = 40 FT. I- I= U w Z Z O �1 U O O N N '_' Cn Z N rn (L ``L � � I- W O cn O � O O , LL- �D In O m In �O o w F --a � � w O U) w Q O d- cn on, m / N P. M98009 n• M98009SX mi nFR• MANNARINO mi P-• MANNARINO (SHEETI2) (CUTLER II) �JIILLIIJ� (SHEETI4) CU ILEH II r---= GRAPHIC SCALE 40 0 20 40 80 '`• N/F REG/NA M. BLOZ/E, et al IN FEET ) ` •` 1 1 inch = 40 ft. � 45» E 917 S 65 48'41 " E 0 915;30E �. S $ S 66 09 " �� 69.71' — 50.87' 916 36.11 326.26' ° 918 S 6630'54" E 512.91' 919 Q9 / � \•sue. • �. 0 1 / ti solo "�•�9�0 0, A OPEN SPACE "B" �N oqN s �. 629,840 sq. ft. R. ks�, 0 S `♦ �. 14.459 acres `r o ` ` �• OPEN SPACE TO BE DEEDED TO THE TOWN OF SOUTH WINDSOR 50 \\ z Z sr `\ '` (A LOT 25 `� \ �s `\` �• N 315 sq. ft. 0 acres eLOT 24 50 w / 57,621 sq. ft. / / 1.323 acres / r / / 930 9 k p8 a -92 9� 0 ZG� / GOO PG V�QF.'y r E k� �e c� 19 kg 2y P\6096 6�� 4. i� 3 PGES k1 720 QE�QP01 P 721 11 00 N \\\ m cr\ \ o N / Clio_\ \/�/ .T / \.10 22 00 n 110, Uo 0 0 � m 0 0 n D D \ N O,q t�! ca z LA �z A Pr,22� N 23 p0 ) N 1 o 03 o w wto of ° ---A 1 m 1 v 1 m cO\ \ rn \ 914 \� 4 �9 0 tios�yo \\ o s g0 FOOT `• ♦ 929 W \ •` LOT o 48,994 sq sq. ft. 1.125 acres / o LOT 22 59,202 sq. ft. 1.359 acres N Q ' J ' S g1 o E o ' p ' 927 »E S 81�g6 45' LOT 21 928 130.70. 47,560 sq.ft. 19355, LOT 18 1.092 acres ' 30.00- 30,371 sq.ft. 0.697 acres z S g1-28 5 119.30, m ' D 0 z m N \ \ \ \ o \ \ 0\ \ A \\ o `\ o OPEN SPACE "B" 629, 840 sq. ft. w i ., - - APPLICANT & CONTACT PERSON MANNARINO BUILDERS, INC. C/O ROBERT MANNARINO 1169 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT TEL.# (860) 289-7055 5 O Q J Q ti z O j n S � � v L Q o Cl- cat: CL Z� uj Co N o ®p1e Q� CX3P�t(V -��s No. 9344 =m+A•P �-- � /CENSER �`kk�000 F ,,• � o ®®•®®ASS/ONAL 0♦0����.� M. ALF� .lam, ; 3 ?o No. 9344 In N 0 -S U R 11-011 p TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECTIN ACCORDANCE WITH CLASSA-2 AS DEFINED BY C.A.L.S. L.S. NO. 9344 NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL CML EAGGINEEIIS WILSON M. ALFORD,JR.,P.E.& L.S. DATE: OCTOBER 16, 1998 SCALE: 1 IN. = 40 FT 1— v t= U W z z � �JJ O v � o o N H 0 c z I W � O 0 vJ LL H Lu w ` Q �Il n nn ai Cn O U �i W W O W Q O •�4•..� V/- AM v ►AaRr)na �_ ►�aS2nnocn r W AKW A DIAIn \I A L,IAI A DIAIl1 (SHEETI5) CUTLER II THE SOUTH tNINDSOR WATER POLLUTION CONTROL AUTHORITY APPROVAL LETTER THE SOUTH WINDSOR PLANNING AND ZONING COMMISSION APPROVAL LET7ER SUPERIOR COURT PAPERS THE SOUTH W/NDSOR INLAND WETLANDS AGENCYICONSERVATION COMMISSION APPROVAL LETTER 4 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 AREA CODE 209 f 644.7a11 July 15,1999 Mr. Frank Mannuino Marinarino Builders Inc. 1169 Ellington Road South Windsor, CT 06074 REs Cutler Ridge Ii Avery Street SOUTH VVINASOR, CT Dear Mr. Mannadno: The South Windsor Water Pollution Control Authority, at its special meeting of July 13, 1999, gave approval for the connection to the Town's sewerage system of a 324ot residential subdivision at the easterly side of Avery Street, as more specifically shown on the following a,uuGr aD�'aalgv ii wari,r- p-�1,a-Gd by Auv-u Aa —:.+. ,tr'w^., i ._Ai , f, all -f —A dss.:::np,; dated October 16, 1998 and revised as follows: Sheet 1 rev. 10-30-98,1-11 99, 1-28-99, 4.27-99, and 5-3-99 Sheet 2 rev. 12-10-98, 14 1-99,1-28-99, 2-5-99, 4-27 99, 5-3-99, and 7-6-99 Sb=t 3 rev. 11-13-98,1-11-99,1-28-99, 5-3-99, and 7-6-99 Sheets 4 and 7 revised 11-13-98,12-10-98._ 1-11-99. 1-28-99,_ 5-3-99, and 7-&99 Sheet 8 rev.1.2&99 . Sheet 9 rev. 1-11-99 and 1-28-99 Sheet 10 rev. I1-13-98, 12-10-98, 1-11-99, and 1-28-99 ' Sheet 16 rev. 12-10-98,1-11-99, 2-5-99, and 7-6-99 Sheet 17 rev. 1- l i-99 and 7-&99 Sheet 19 rev. 7-6-99. Application is further subject to the following conditions: 1. 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. 2. This approval is subject to a satisfactory review of the project drawings by the Superintendent of Pollution Control and the Town Engineering Department, 4 7-owt , v7'esl.h W&"u at s au 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074-2786 AREA CODE 860/644-2511 FAX 860/644-3781 June 28, 1999 CERTIFIED MAIL Mannarino Builders, Inc, 1169 Ellington Road South Windsor, CT 06074 Dear Mr. Mannarino: Re: Appl #98-60P, Cutler Ridge II We are pleased to advise you that the Planning 8& Zoning Commission voted on June 22, 1999, to approve with modifications Application #98-60P, open space subdivision to create 32 lots to be known as Cutler Ridge 1T, -located on the east side of Avery .R,✓`tr.-Pt+ i712 -/nne ag chnwn nn plane jn„ri-narPrii by Alfnrri ASSnt�lAtPc� r��tP OntnhPr 1A 1998, with revisions. This approval of revised plans is in settlement of pending litigation and is subject to approval by Superior Court. The approval is subject to the following modifications: 1. This approval is for 32 lots, numbered 1-32. 2. Concrete sidewalks, built to Town specifications, shall be installed on both sides of all new streets to the extent shown on the plans. 3. Drainage and construction for this subdivision is subject to the approval of the `finwn MnainPPr 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 cut -de -sacs in accordance with the policy established by the Chief of Police. Street lighting is to be coordinated with the Chief of Police. 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, including a bond in the amount of $20,000. 10. Prior to commencement of any site work, a preconstruction meeting must be held with Town Staff. 11. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 12. 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. 13. 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 1" = 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 Iocation of footing drains have been approved by the Town Engineer. 14. Tf fnr nnv rrnr_nn (inicharl arolUnn and , 01"r inrii»iri.i71 1nt nitre t rnr7r ;c +..,< ensure final grading and site work. This cash bond must be submitted prior to issuance of a Certificate of Occupancy. 15. Quantity estimates must be submitted to the Town Engineer (on the enclosed 1: form) for the purpose of determining subdivision bonding, and all bonds shall be posted prior to filing the plans, t 6. A drainage assessment fee in the amount of $1,600 shall be submitted to this 1, Commission. 17. No building permits will be issued until all modifications have been complied with, and the final plans have been filed in the Town Clerk's office. 18. Final plans must be completed in conformance with zoning and subdivision regulations and to the Town Engineer's satisfaction. 19. The sidewalk on the south side of Butler Drive must be extended to the road stub. Rlan-lr and whiff- trnnrnarn_rnt mvinrc of ShPPtS #11-14 with the nhnvo- mndif c-ntinna together with three blueprint copies of the entire set of plans (including architectural elevations) must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission, as well as the Inland Wetlands Agency/Conservation Commission, must be reproduced on the mylars. After mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk by August 30, 1999. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Sincerely Waiter J. Mealy, Vice Chairman PLANNING & ZONING COMMISSION WJM/dlw Enclosure cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Board of Education NO, CV-99-0587918S SUPERIOR COURT I HA']N)MINO BUILDERS, INC, JUDICIAL DISTRICT OF HA.RTFORD so=1 WINDSOR PLANNING} A= -. s ZONING COMMISSION iuiy 29, 1999 9F OTTLFMENT ,i11411_ HIMM$iUL QF APPEAL purg-aant to Conn. Gan. Stat S 8�,6(rs)-,' the parties in this administrative appeal hereby jointly move this court to approve the settlement of this matter and the withdrawal cf the appeal without costs to any party. The par:iee represents 1. This appeal was taken from the denial:of',a Bubdivi.eion application the plaintiff Mannarino Builders, Inc_ had submitted to that defsrsdant South windlsor Planning and uaiaxar,py .,v.,r,w�+Vr�a. 2, By way of settlement, the plaintiff proposed. an alternative subd vision -design that addreased several issues thar_ had haen of concern to the defendant Commieeioa'in rendering its initizi2 decision. 3. This defendant Commission held a public hearing an the plaintiff's proposed settlement and revised subdivision plan. Following the public hearing, the ComminsYion voted to approve the plaintiff's alternative subdivision design and the settlement of the appeal. 4. The plaintiff is prepared to withdraw this ;appeal if the court approves the settlement- s. The resolution of this appeal is in the interests of bath parties and the court, in that it would obviate the need for additional time and expense in litigation at a relatively i i early stage in the proceeding, and in that it has resulted in a subdivizion design that is acceptable to tooth parties. The parties therefore jointly move that the court approve the settlement and withdrawal of this appeal. PI1A 2rXXFF - mAmT7 rNo BUILDERS, INC. x S Mi� � 7 1 A. zizka Murtha, Cullina, Richter, and Pinney, LLP CityPlaae I 185 Asylum Street Hartford, Cr 06103 'ref. No. (860) 240-6000 Juris No. 40248 DEI7ENDANT - GOUTS iiINTISOR PLANNING AND ZONING COMMISSION lay JSL Barry D. Guliano Phelon, FitzGerald & Wood,P.C. 773 Bain Street lanchester, CT 06040, 'Pei. (860) 643-1136 Susie No. 02560 I hereby certify that a copy of t:he foregoing was hand uallvered to ;.4-L counsel Ot record on this 29th flay of 4"y, 1999, as follows: Coungel for South ➢lrndsar BlarMing & zoning Commissicm Barry D. Guliano, Esquire Phelon, FitzGerald & Wood, P.C. 773 Main Street Manchester, CT 06040 I 1 t 0 1 Michael A. Zizkal Commissioner of the Superior Court CU:gJF11.SA1%e.0? SERVICE I hereby certify that a copy of the foregoing Withdrawal was hand -delivered, or mailed first-clava, postage prepaid, on this 29th day of July, 1.999 to: Barry D. Guliano, Esquire Phelon, FitzGerald & Wood, P.C. 773 Main Street Manchester, CT 06040 r Michael A ka 4�wN ;�4< /ry f��/`J/� ��V�VV•/+yy�r}y/fff/1/y'��/',� ,': ', ', •.', .', k 1644 SULLIVAN AVENUE SOUTH VYINp$pRr CQNN. 06074 AREA CODE 8601644-2511 June 25, 1999 'Certified #P462498009 Mannarino Builders, Inc: . . 1169 Ellington Road South Windsor, CT 06074 Dear Madam/Sir: At the June 16, 1999 regular meeting, the Inland Wetlands 'Agency/Conservation Commission approved application #99-34P -- Mannarino Builders, Inc., Cutler Ridge II. - IWA/CC application for one road crossing, and stormwater control structures associated with a 32 lot residential subdivision on 50+ acres on nrnnPrty Inr-nh-rl s r A40 AvPry Street, RR zone (Assessor's map #93, parcel #7). This approval is subject to the following conditions:. . 1. One blueprint copy of the entire setof plans arid"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 8i: ' Zoning Commission shall be considered having met this requirement, 2. The application snail indemnify and 'hold harmless the T own 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 June 16, 2004. It is the landowner(s)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. Mannarino Builders, Inc. Cutler Ridge II June 25, 1999 Page 2 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. 6. A bond iri the aTnount of $10,000:00 be submitted to the Planning.&:: : Zoning Commission to ensure compliance with the Erosion and Sedimentation Control Measures and mitigation plantings; 7, A bond in the amount of 10,000.00 be stibrnitted for'proper installation of mitigation measures and will be held for two (2) growing seasons to ensure the establishment of wetland plantings. 8. Applicant shall establish art access trail from Murray Road to thi~:..:..: . proposed open space. 9. The consulting Biologist shall oversee the construction/installation of mitigation measures and vegetative plantings. Very truly yours,.. INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION 4GIN j�CP�OC� 1q. ALF e� No. 9344 a . Fss r ONAL , '0®9� OF COIV, ®®o �e®A''CACp��o No. 9344 ••�'svDIS U Rv"-6$0t�0 TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT IN ACCORDANCE WITH CLASS A_2 AS DEFINED BY C.A.L.S. L.S. NO. 9344 NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL quern CIVIL ENGWEERS Wi1`� CONNEan :UT WILSON M. ALFORD,JR.,P.E.& L.S. DATE: AUGUST 11, 1999 SCALE: 1 IN. = - FT. F-- U i- U LEI z z 0 U ^� n Q _ C Who O one 0) L J LLJ Of m M Q Ld00z cz Q � w O Of tr Ld 0 APPLICANT AND CONTACT PERSON: MANNARINO BUILDERS, INC. C/O MR. ROBERT MANNARINO 1169 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 TEL. # (860) 289-7055 D. kAaRr)na n. UaRrMa KIT Cnl ncD. AA AKIKI ARIKIr) CII C. \/AAIAIADIAIr\_r`IIT CD 11 98-004 11, _u I ,,, -4 I I" EXIS77MG BARN I 1, I \ I - - ,___ I , 1, I I, 11, I �', . 1, 1, , THE LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMA 11 1. , - 'I., 11 THE I I-,---- " Q) - % 1, �o I I � t�3 C3 I , 1, 0 \(n 1 I 1, \ 10' WDE GRADING A U77LITIES MAY NOT BE SHOWN. PRIOR TO CONST`?UCTION, CONTRACTOR SHALL I ) - - \ 01' 77LIT , I NI'F REGINA U. BLOZIE, et al i 1, I", , 11 % 1, '15A IN FAVOR OF THE T( CALL 1-800-922-4455 AND HAVE U77LITIES MARKED ON THE GRO 1� I \, ,� I I ALL UND. � I Ec � + 0) 0 1 % " I - I , __ I I I 1� , , % % 11 10' WDE CL&P EASE __(f) I v \ , I � 11 / ; , I 1, ly _�(�` I I Y - I " , � -Y-Y-Y,-� -Y�� - 10' WDE S7REET TREE EASEMENT I------ 1�- I t A , - - TEE 2-12- GATE VALVES, ! /I / I \ I \ It � " , I PROPOSED- 12 x8 / () APPROXIMATE LOCA77ON HEADWALL ,fl'\, BOFFER \ I /I I " -- t,) i PROPOSED WOOD GUARD _50 FL=296 N ( _�_�'11' - , t � _"/�������� I It , I � 1- 8- GATT VALVE (OPEN LEFT) ,,, RAIL � 11 3 I EXIST POND WATER ELEVATION 80v-FOOT FROM 1W TERCOURSE I 2 Izz( (ZI \ ZA \ , 1, � I, " ,- , 1, , \ I � I I M \ 11 I 1�1 (Zo 1, �', 1, ,,- ,./ - , __ - ,� , WETLANDS ,,'OF 3 PL�NGip'(L I y y , I " LI' RES J I " =29ZJ (1-4-99) WIRIP-RAP 00 I I \ AND1,40-FOOT F7?OW( WETLANDS '. ,/ , "I, - " I '�-�. , RES 5 i � V 11 \ 11 I ! �71 - . MANNARINO BUILDERS, INC. I I— ..... In -*----. + - IQ: �d - , ',, I- i , "� -1/0 ( I � I \ 1, , 1�1, "I', , I 1, 1'� ", ( , R�S 4 .--- ----_ RES I 9 I \ 1, I I I -- "_ 1, / _,!�p / __11 I I CIO ROBERT MANNARINO , RES 2 S7 , I I " \ ,___ __.�, __--. �% ---- - 100 I "I \ 1, I --- 1 *& _"1�111, -_ ----, NON-KETLANDS Z�100 "I 11, 1� ' ;--- I- " / "D' 1169 ELLINGTON ROAD _/ ;� Lo C_ . - �5 n \ 11, , 1 1� , - I . . . I I K 1, "" \_1/\�_�\__/'_` -'-I'- I- ----/, _ - - -_ \ , I &PEN SPACE - 1, / , - 11 . -0 . I I I I I - __ p..RES 14 i . - I Z--- _____.` / - . - _�_ .�l o�- I \ I / // � SOU TH WIND SOR, CONNEC77CUT (I W, .-Z LLJ I \ \, 0 0 :F- )__�� �\" I I \ \ 1110110 I" � N � � � P�ff . . . ____ - � OPEN SPACE\,T0 BE DEEDED TO THE\ - I I I , 110�1 /// - I Qj -_ - - - - \1. 1, i I ,,- PROPOSE " 10, I \ - - . I ,�\ / � / " Iro, /0, / TEL.# (860) 289-7055 '_� ,�__ a - _Z_Tx."N-� I SANITAR� I ___ - - TOWN OF.�QUTH WINDSOR t", 1� % I - �� r/ x P i� 11;K 11ZQ I 11 �I I 11111111011 11 � \ :�p �_, I ..... 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SILTA770N BASIN= 246.0 "246' FINGERS AND DEPTHS BELOW ELEVA77ON 246 SHALL NOT BE CRE47ED UN77L AFTER S17E CONSTRUC77ON 14HEN TEMPORARY SIL TA 776N BA�JN IS NO LONGER NF,9&q % \18 RES 320 %% % R�l W, .4r""Ooo" DOUBLE ROW OF SILT FENCE % % RES 319 L L N1, Xk\ STORM MH /8 w A RES 318 7F=2Jl.5 2.5 FL=22Z66 % 18- DEiP % ADER N SPRE /-LEVEL DEEP v TOP= 22Z 5 % \ " 3 BlOF7LTER AREA 22ZO oogjvlfffmj?��, 06.1 Or- 4 #0 %\ % % % RES J16 %% % % DEEP ........ N. RES 315 Z V. 4 No. 9344 %% RA0 q /CENSi�.-" % AS Ri§%314 0 T 'FLA 4 F� %PEEP 6.-.FL=22z5 Ago Wl??IP-RAP fLUNGE POOL %%% comm �RD �RD sc bf iz FLARED pe FL=246. 0 % %; WeIRIP-RAP i:. , \ \ 1% P/ I lAjrF- 241.2 nE� c� PLUNGE OOL. % f S jJF2, 1% No. 93 4 5.0.+ 7EN77ON BASWZ)U77_ET,,2,,, %%, 1, % '%F=251.5 Y% STORM % %% MH 41 DURING CONSTRUC770N, TEMPORARY OUMET % % Ar % \% 7F=265. ft \% \% PIPE SHAU BE DIRECTED INTO DEM -N77ON BASIN % %% \% OU77-ET AND 'V' WEIR SHALL BE BLOCKED % k % % %% TO THE BEST OF MY %, %% % %%%, KNOWLEDGE AND BELIEF % \% IN, % %, %\ %\ %, % %\ %% IN16 MAP 16 SUBSTAN -HALLY CORRECT IN ACCORDANCE %, % 10' INDE GRAVEL ACCESS%RQAD % WITH CLASS AS DEFINED %% % % RKERS % % \% %, \SHALL BE DESIGNA TED Iff 7H STONE MA BY C.A.L.S. %, 1% \1 %, AND X-4' TALL EUERALD GREEN ARBORV17AES\ %%, \% \%% %% % % % ON P0774 SIDE$ % LOT %fB APPLICANT & CONTACT PERSON % % % % 1% % % % _%JO 3 1' �' I L.S. NO. 9344 'ft %, I % % % , % % % % % % % Ocrea \% % % \% b��9�7 MANNARINO BUILDERS, INC. %, % 1 %\ % % % % % CIO ROBERT MANNARINO \% % % \% % % % % % %\ I 1169 ELLINGTON ROAD SOU 774 WNDSOR, . CONNEC 77CU T I I % %% % (3) %\ I I 7EL.# (860) 289 —7055 NOT VALID WITHOUT A LIVE I %"% \% % 1. % \% % % vt 11 % %% % SIGNATURE AND EMBOSSED SEAL 77-/E LOCA77ONS OF UNDERGROUND U77LI77ES ARE APPROXIMA7E AND ALL Alforalq,; U77LI77ES MAY NOT BE SHOWN. PRIOR TO CONS77?UC770N, CON77?ACTOR SHALL CALL 1-800-922-4455 AND HAVE U77LI77ES MARKED ON 7HE GROUND. . ....... -.,--r . ...... 1..::7- =T_ _7= 7 7 7 7- .7 _7. ASSOCIATES, INC. a... .... ... . . ...... CML ENGINEERS WIA)SOR CONNECT)CUT J 7 I T_ ...... ... WILSON M. ALFORD,JR.,P.E.8 L.S. I t . --- ----- -- - ...... ..... ... ......... .... ... .... ........ ..... ...... . .. ......... .......... .... .... .... .... ... .. . ...... .......... . ...... .......... ......... ....... .... . ...... .. ............. ....... SCALE: 1 IN. 40/4 FT. ..... ....... ....... .......... .. . ....... .......... ....... ..... ....... ... . ........ ..... ..... ......... ... . ...... ... ..... ........ ......... .. . ........ ------- ----- LLI :7 ...... . ........ ... .. .. ...... CN t .... ........ ......... . ........ . ....... . z 0 1 0 1 C) ---------- ..... ....... . ....... . ---1 -4 ..... .......... . ..... .. ....... ... .. ..... ... ........ cl- -1c 5 15 R -P.- 'Cb SS- V). I= T_ .. .... ----- - ........... . ....... ........ ......... ... ............ ..... .... ... ... .. ...... ........... . ....... ..... ... . . .... ...... ........ ...... ......... ........ ..... .. CL- + 7�; - -- ---- ------ --------- .... . . .... .. ........ .. LLJ ry ...... .... ------ I----- Ld > < --- .. ......... ------- ---- .... ........ ....... . ..... . . ....... . . .. ........ . . . ..... .. ..... ........... . .. ... 4:- ... .... . ... ... ... ..... .... .... .. t ....... ..... ... ....... .. .. ..... ...... 7 ...... ...... ..... heet DA ....... ...... .......... .......... 15. 0, 0, ?IZ- C Af TA =St L -Ab 1 INCH 2C .-F EtE ---- ------- 0 0450 1+00 SD--- .. ....... . T X—REF: M98009SX P: M98009 D: M98009PR FOLDER: MANNARINO FILE: MANNARINO (SHEET1 8) CUTLER 11 1 N/F REGINA M. BLOZIE, et al , WE77 ANDS ,,., ,.,ter rl NON—WEll-AND5 \ \ '` \ \ 98 Wnn N/F REGINA M. BLOZIE, et al i i i f_ ---------- ------------------------------- -- \ ------ --- / / ------------ 00�N SPACE "D" ; -' = A f' - EXIS77MG BARN / f 1 ` —__---------- y Y y Q Q Lu J o z W Z 2 e W W \ 314 Q c� CL IL IL (13 `\` 5'+\ 3j8 ,t�\6 '�� � ♦ 302 ❑ , ♦ � P t / /-- � ``` ,`` `\ p Q l�U CL O O \ \ 30 0 / ❑ 2 8--------- _ o ----- — R ` t A 2 W 2 oo U 3 rA " AR wb `� \ 298 2s6. 2-WP ` °' rn o°'i o, o, o°'i w o LOT 32 _ rn I I olp F- \ \ FIL TER MARSH ARE \ \ \ `. , 29g 5- C:.. o \ \� ♦��� CON ���'�. -� `\ oa 1 SD :.\.. 3 \ LOT 31 ' ♦♦♦�OF,,... . \ \` '♦O�t'C� M.ALTO- Q'4 �,` `-- _ • ''32p, ,\ '\ ,\ `� 3- `\ ` _J( ♦ `t N ' - _ �♦ g :' � 1/�1,}�Yfi/i4'O `S` \IN. io-GDa \ �\ °� .`.� A� \ R \ � i / = ;. No. 9344 '---- \ N/F JOH(J R. dRHONDA`D. WSW" '''`.L -WP25-SO 10-CA m 14 iF S ENS\ ♦♦♦ �\ O `'O•po':<�CENs��•''�`O�0♦ \ \ \ MARSH/PQNDI `8-B 25-GD \`\ F� \ ` fP♦♦d�pFn/CONN�� .�. \ \ BIO-FIL TER AREA ` 5-RC 3- 0 , • • � 5-WB • 10-CA \ A\\ S = _ _ _------- S--- --- --__ No. 9344 ,Z 1-WA 15-B OPEN SPACE ,"A ,>, — -- -- -�- � — --5— — — -. '�.. 2-PO FP C - - �OiiiiJNJj1 3 1 fp AR I — PA— TO THE BEST OF MY 10-CA \ ♦ AR — — — - �- KNOWLEDGE AND BELIEF \ IN THIS MAP IS SUBSTANTIALLY ` \ \ ` \ 5-RC' N� \ \ \ i,` o cn 312 CORRECT IN ACCORDANCE _ \ 1 \ WITH CLASS A-2 AS DEFINED \ \ \ BY C.A.L.S. \ `` \ \ ` \�� 5-SB. do I '` 3/Q 4 \ ` ♦ 2` ` i` L.S. NO. 9344 X10 \ ` ;LOT 1 `� \ LOT 2 N/F RANDY M. dc+,PAMELi1 J. OLSpN 10-AW ,\ \ 6- NOT VALID WITHOUT A LIVE I . \ � � ,` '•\ ';� �D • ,\ / `,\ ,\ SIGNATURE AND EMBOSSED SEAL ` \ `\ \ \ \ \ Alfo r" d Z 1-PO \ \ t NI y' may, ASSOCIATES INC CIViL EMG011EERS WILSON M. ALFORD,JR.,P.E.8 L.S. IN �- \ DATE: OCTOBER 16, 1998 ` `\ '\ \ ``` '`-------------------_ SCALE: 1 IN. = 40 FT. IN Ld -------------- _ \ PLANT LIST —SEE SHEET 24 FOR LIST OF PROPOSED PLAN77NGS IN M177GA77ON/BI0FIL7ER AREAS — z \I SYMBOL QUAN77TY BOTANICAL NAME COMMON NAME V SIZE 77ME TO MATURITY MA TURE HEIGHT/SPREAD \ ` \ '\ \ \ ` I \ N/F MANNAR&Q BUILDERS, 1NC \ DECIDUOUS TREES.' � F--1 Z 1 `N/F'-DAVID M. BLOZIENI I �`` \ \``1, AR 50 ACER RUBRUM 'KEITHSFORM 'KEITHSFORM NORWEGIAN 2 1/2" CAL. B&B 20 YEARS 50' / 30' 0 ----- \ NORWEGIAN SUNSET SHANTUNG' SUNSET SHANTUNG' MAPLE Nl,\� \ \ I ` I `�— v CC 4 CERCIS CANADENSIS EAS7FRN REDBUD (TREE FORM) 1 1/2" CAL. B&B 20 YEARS 0I w O `I `%'\ CH 3 CALLERYANA 'CHAN77CLEER' CHAN77CLEER PEAR 1 1/2" CAL. B&B 20 YEARS 40' / 15' � Q J p o a- - I \ N/F MIC14AEL & THERESA`Bk?EAUX I \ " O ----- `'` ` ` FP 28 FRAXINUS PENNSYVANICA PA7MORE PA7MORE GREEN ASH 2 1/2 CAL. BaB 20 YEARS 70' / 40' �` H i �- - I I ` 'o , c _ - � ? rJ \'\ \ \ \ \ \ \ \`N \ NS 13 PSEUDOTSUGA MENZIESII (TAXIFOLIA) DOUGLAS FIR 3' 4' HIGH B&B 20 YEARS 30 / 30 Q Q Q a. \ ca `\ '` � v \ \ I \ \ PA 18 PLATANUS X ACERIFOLIA 'BLOODGOOD' 'BLOODGOOD' PLANE TREE 2 1/2" CAL. B&B 20 YEARS 90' / 60' z �'. PM 10 PICEA ABIES NOR WAY SPRUCE 3' - 4' HIGH B&B 20 YEARS 60' / 30' F-+ '\ SHRUBS.- � �I \ \ o\ \ \ \`\ RH 15 RHODODENDRON 'AGLO' AGLO RHODODENDRON 18" - 24" TALL 10 YEARS 8' / 8' TS 59 7HUJA OCC. 'SMARAGD' EMERALD GREEN ARBORVITAE 3'-4' TALL B&B 15 YEARS i5' / 8' Ljj w1,25 W Q O r_7a A T:)T C'r AT T Sheet --` `✓",/ 1 - `, t714ri1 lllV IJ V t1111J ,; `+ 1 ----- ` `• `` `, 40 0 20 40 80 160 21 I _^--THE LOCAVONS'\(V\,VNDER4�ROUND^677LITIE_k�, ARE APPROXIMATE ( IN FEET ) 1 inch = 40 ft. P: M98009 D: M98009XX FOLDER: MANNARINO FILE: MANNARINQ (SHEET21) CUTLER 11) ......... . . f f - - - - --- ---- % ------- 7E, et a/ NIF REQNA M. BL02' % ---------------- ----------------- -- --------------- --------------- y \ \ oc, \ oo \ �c \ `` `moo, \ '\ \``' / /`�{ Q pi %\ z LOT 29 \% LOT 28 do OPEN SPA CE tN. A L)t X--j \% LOT 27 No. It 9344 `S v A PA 00 A C� --w FP A LOT 26\ No. 9344 "W4 \ ` `\ --- L .' s u vk;�� Fp AR —AR- TO THE BEST OF MY KNOWLEDGE AND BELIEF AR THIS MAP IS SUBSTANTIALLY CORRECT IN ACCORDANCE WITH CLASS A-2 AS DEFINED 316 N BY C.A.L.S. Lul 25 rr- L.S. NO. 9344 LOT 1 9 \ LOT 4 1 \ 1. 11 1�1 % LOT 2 L_I 1\1' NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL AR /yd- LOT 5 FP PA A,l. ord ASS DCIATES, INC L07`124 1?10 75 LOT, "I", I , FO 1, T W*43WR CONNECTKXff CIM EMMONS --------------- AR\ WILSON M. ALIFORD,JR.Y.E.6 L.S. 4R DATE: OCTOBER 16, 1998 SCALE: 1 IN. 40 FT. 4 v FPN' 0 Q LOT 7 7S F % 0 LLJ % z z AR 0 kl. k 0 LOT 23 0 AR z % � F- OPEN SPACE , 'NIF CUTLER RIDGE HOA&04YNEW6 ASSOCIA770M rP WU) 0 LOT 8 PA\ LL- LLI rA L.Lj LL- LLJJLI Z3 Ld .70 a_ 00 0 LQ LOT 22 A Qj 3 APPLICANT & CONTACT PERSON LLJ Ld MANNARINO BUILDERS, INC. CIO ROBERT MANNARINO 1169 ELL>ON ROAD — �. \ ' - - - SOUTH WINDSOR, CONNEC77CUT LL- TEL.# (,eQ) 289-7055 ------ ',,\LOT 9 C) Y 77-1E,,'LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMATE AN,,'ALL U77LI77ES MAY NOT BE SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CALL 1-800-922-4455 AND HAVE UTILITIES MARKED ON THE GROUND. ; 11 1\ 1, I\ 6NI, LOT 21 Sheet "I GRAPHIC SCALE 40 0 20 40 so ISO .. .. . . ....... . ... A% IN FEET I inch = 40 fL P: M98009 D: M98009XX FOLDER: MANNARINO FILE: MANNARINO (SHEET22) (CUTLER 11) LOT 30 I N f N N N ril 11 N I A E S_ V IN 5 "IN X IN, LOT 22 " ? 0 �6_ IN IN, "A IN IN 4� \% It I Nt`, ',,LOT 9 11 . N -fo N, N, IN m LOT 21 %\ % It I SPACE "B 11 IN IN N' AII, N, \% % % all \% Fl)-A LOT 10 %\ k w % %% It I CONN, \eA\ 4 \1 IN, 171, % \ I I I t 11 APPLICANT & CONTACT PERSON I va It \, %% C as 11 MANNARINO BUILDERS, INC. *Z N, % CIO ROBERT MANNARINO % 1169 ELLINGTON ROAD No. 9344 FP TEL. (860) 289-7055 l!-ZsG;; D011V % A,-A;L. I I I I . 1, % SOUTH WNDSOR, CONNEC77CUT IN A NNN N. 1IL, I , I I I I 1 11 ., .., . LOT 20 II "j 1, 1 co♦ 006f 00NAi LOT I" EXIST S� l< I I , " A 1. Itol % 7F=227 q % No. 934, % AROPOSEb 20' WDE 4 • FP\ % 1SANITARY Y SEWER EASEMENT % 0LOr,19 TO THETOWN OF SOUTH WNDS6R Cs LOT 11 1 ooll* lo, 14 ♦ ; } CH y co 10, WIDE ACCESS DR1w TO THE BEST OF MY PROPC TO BE PLACED AT EXIS71NG GRADE KNOWLEDGE AND BELIEF IN THIS AREA IH15 MAP IS SUBSTANTIALLY y -------tf CORRECT IN ACCORDANCE AR v, / y >� ;------ WITH CLASS - AS DEFINED m BY C.A.L.S. -------------- JAh! .1ol lo L.S. NO. 9344 - ------------- N, ----------- = 0 .......... ---------------------- ------ --------- loll �/ ! Ge _ - 3-RH, y _ - 1' ! \ r • : �..: ,.`. ::NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL ------------------------------lu) ------- ------------------ ----------- ------- y V. 30A It J-RH ► Nl�- CATHEWI)VEM, HEWICK ------------ ------ ---- -------------------------------- � --------------- — .3/� LOT 12 ----------- 302 -------------------- PA I t AR----------- FD D WNDSM OONNECTOA LOT 16 WILSON M. ALFORD.JR.R.E.8 L.S. WE XANDS f IN -------------- ------------ ------ DATE: OCTOBER 16, 1998 JFJ I'v SCALE: 1 IN, 40 LOT 14 FT. -------------- P-A - ------------------ -- N1"F,R1CHARi5 _W j 1 1 ► _ ----.- -- i """-� - \ �!; \ `+ _.__ EXIS77NG S7REAM LOT D YLA -D. KIRB Y F- _ %�, I L_ I v :3 SPA 0 990 77-7 7 5 F 11c % �0 ------ Z z------------------ u 0 0 4-- 0 ---------- 4-J -- to z 4-NS, J_JVS IN ------------------- OPEN SPACE ------------- ---------- -------------- J-NS J-PAi"\l, F- ---------- It lvlr (,UlLt�m ffluc;t�HUMMWER-S ASSOCIA770,V ----------------------------- ---------------------- :D 0 --------------- - ------------------------------------ ------------------------- 'N_ A--- - - ------------------------------------- ---------------------------------- --------------- ------- ------------------------------------- ,10 ----------------------------------- -------- ----- ----------------- ----- Q< -------T.1------------------------------------- -------------------u ----------------------------------------------------------------- 0 ------------ ------------------------- ----------- ----------- L ---------- ------------ ------------------- ---- - -- _ \ _ Q ry Q ------------- V ----------- -------- Rr A., §U_SAN E. NIP ROBE DOWING N11F PEDRO M. GOMES ------------------- -------- ---------- _.l5t6GY-_W r -C LL1 N"p `E70_ffR' 04 WD BFJVJAAiIN, N DAWbS._* _84�S�� GROSS! ------ 4Rt -W TA VA RES XJ VE )RA NIP WLLIAY N. & RuTH M. a s6v, 1��.A�OLLINA S7E ART- ChER)IL J. MADER N/Y GILBER r ------------- U) r > --------------------- N, < 0 ---------------- r N, L — --- — — — ``EXIST. CB rn 1, 1, 1, 1 L____ ; TF=306 78 TF=,308,76 ------- I . " Sheet GRAPHIC SCALE EXIST. 7EI- HH 40 0 20 40 so iso 23 141 lf_lr"� A W 11 --- ------- MOAD IN FEET 1 ir,c16 = An 1 P: M98009 D: M98009XX (SHEET23) FOLDER: MANNARINO FILE: MANNARINO (CUTLER 11) •, 3 ----------------- OPEN SPA „B„ - _ -- _ _ _ _ _ - - -- m ---- - 7 o ` V-1 ' IT ^\ •mow �> ) 'i • \, ,_Tip. ,'�` .•.•'- `1 ....-.... •\, •'1, `" "' , -__ .r __-_---._ \----------------------------------- Plant lfnimum Maximum Planted Proposed Code Common Name Scientific Name Installed Size Spacing Form Numbers Wf White fine Pinus etrovue 1,5" caliper 16 O.C. 5411CA and 9 _ Ourlapped EA Esotern Thuja occldentalls 1.5' callper 15' D.C. sallcd and 6 I arborvitae burlspped or Plant y Common Name Scientific Name IWInimum Maximum Planted Proposed Code Installed Size Spacing Form Numbers PO Pin Oak Quercub paluarle, 1.5" callper 12, O.C. 541104 and 3 burls ed KM Ked maple Acer rubrum 1.5'callper 12' D.C. 5alle4 and 9 burlappecl WA White Ash Fraxinur, 1.5' callper 12' O.C. balled and 3 americans burU ed Plant Common Name Scientific Name Minimum Maximum Planted Proposed Code Installed Size Spacing Form Numbers 56 Commons fcebush Lindera benzoln Zto 3' height 8'O.C. Patted plant 30 5B Highbush blueberry Yaccfnlum 3' to 4' height 8' O.C. Potted plant 50 corymbosum N6 Nannyberry Viburnum lentago S'to 4' hei ht 8' O.C. Potted plant 30 KC Ked chokecherry Aronla arbut}foila W to 4' height 8' O.C. -- ---- ---- Pottedplant; --------- --- 25 WB Common Hex verticillata 3'to 4' helght 8' O.C. Potted plant 45 wlnterberry CA Common Alder Ainus 5eruflata 3'to 4' heloht. 8' O.C. Potted plant 30 AW Northern Viburnum 3'to 4' height 8' O.C. Potted plant 35 arrowwood reco nftum Small -Sized Deciduous Shrubs for Wetland Mitigation Areas and Detention Basin Sideslopes Common Name Scientific Name Hydrozone Maximum Proposed Planted Form S s Numbers Tussock sedge j Carcx stricta ZONE A I 3.0' O,C. 75 Live propagule or whose plant Lurid sedge i Carex lurida ZONE h j 1.6 D.C. 100 Livc propagule or whole ' nr, Hop sedge ; Carex lupulina ZONE A I 1 .r--' C.C. 125 Li.,.-, propagule or whole I , s plant _ Fringed sedge Carer crinita I ZONE A 2.0' D.C. 1, 75 Live propagule or whole 20' O.C. 1 50 Y flan: _ Live propagule .., .. _ Canada rush Juncus canadensi5 ZONE A 3.0' D.C. iplant i 100 Live propagule or whole Sweet flag Acorus caia nus ZONE A I 1.5' D.C. i 50 _�!�•nt Live propagule or whole I Blue flag Irle ! Iris versicoior ZONE A plant Swamp milkweed A5cicpias incarnata ZONE A 2.9 D.C. I 50 live propagule or whole plant River bulrush ; 5cirpu5 fluviatills ZONE D s 3.0' D.C. 175 Live propagule or whole i plant Wool grass 5cirpu5 cyperinus ZONE 5 I 3.0' O.C. 75 Live propagule or whole ' lane Arrowhead 5agittaria latifolia i ZONE D i 3.0' D.C. I 150 I Live propagule or whole plant Arrow arum Foltandra virginica ZONE D 1 vr,-' O.C. } 75 Live propagule or whale plant Pickerelweed Pontederia cordata ZONE 5 5.0' O.C. I 125 Live propagules or whole cant Durreed 5parganium americanum ZONE B I 4.0' D.C. 150 Live propagule or whole i ! ant Duttonbush Cephalanthue occidentalis ZONE A or D 6.0' O.C. _ 50 I Potted plart 3 -4' in height at time of plantimo 1. THERE ARE TWO PROPOSED WETLAND 077GA77ON AREAS — a) BIO—F7L7ER / MARSH / POND AREA LOCATED ON THE WEST POR77ON OF OPL-N SPACE "A" b) BIO—FIL TER / MARSH AREA LOCATED ON THE EAST SIDE 0r OPEN SPACE "A" THERE ARE TWO DETENT70N BASINS — a) DETEN7701V BASIN #1 LOCATED W774IN OPEN SPACE ';4" b) DETEN77ON BASIN #2 LOCATED WITHIN OPEN SPACE "B" 2. SEE SHEET 10 FOR N07ES FOR WETLAND U177GA77ON AREAS J. ZONE A:PLANTS TOLERATING UP TO 3' OF INUNDA77ON AND PREFERRING SATURATED CONDI TONS. 4. ZONE B:PLANTS TOLERATING UP TO 12" ON INUNDA77ON AND PREFERRING SATURATED TO SHALLOW WATER UP TO 6 EXI! APPLICANT & CONTACT PERSON $AA TO MANNARINO BUILDERS, INC. C/O ROBERT MANNARINO \\ 1169 ELLINGTON ROAD SOUTH WINDSOR, CONNEC77CUT I TEL.# (860) 289-7055 11 GRAPHIC SCALE 20 40 50 ( IN FEET ) 1 inch = 40 ft. P: M98009 i It *.3 t No. 9344 L �o !CENSE.' voter swr, Or y ° : i _ . C No. 9344 S4 •••. l /CENStP,- o� 0* ••�•i N D• S TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT IN ACCORDANCE WITH CLASS — AS DEFINED BY C.A.L.S. L.S. NO. 9344 -.INOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL ini�litT�r CML ENGRVEERS WNDSOP, OCNNE TK= WILSON M. ALFORD,JR.,P.E.& L.S. DATE: OCTOBER 16, 1998 SCALE: 1 IN. = 40 FT. l— h U Lv Z Z O U 0 H 0 N Z Z + W J o o Q �D z V w � O � W w r Ld o F- � cn w Sheet IA_ (SHEET24) FOLDER: MAN NARIN0 FILE: MANNARINO (CUTLER li)