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H DRAWING INDEX-' TITLE HE L D U()LC STEH HUAU PROPERTY SURVEY LEGEND SITE DEVELOPMENT PLAN (SOUTH) SITE DEVELOPMENT PLAN.(NORTH) SITE DEVELOPMENT PLAN (EAST) PLAN & PROFILE - - - PLAN & PROFILE 0--s-= NOTES & DETAILS SANITARY SEWER, MANHOLE NOTES & DETAILS WETLANDS ACTIVITY PLAN 1 z 3 4 5 6 7 8 W-1 BENNETT & S E..1 V.GINEERI-N-G, INC. 415 KROAD, P. -D. BOX 241 HIGGAIVTUM, CONNECIIMCUT 06441 (860) 345-4553 FAX (860) 345-3858 Fi.LL ELLIZ & MCCOY 716 NORWICH -NEW LONDON TURNPIKF LEGEND EXISTING PROPOSED '�-- - - --� PROPERTY/STREET LINE - - - - - - EASEMENT LINE 0--s-= SANITARY SEWER, MANHOLE E--- D STORM SEWER, CATCH BASIN FD FOOTING DRAIN RL ROOF LEADER E ELECTRIC W WATER MAIN '"v WATER GATE VALVE UTILITY POLE/GUY --�- SIGN ` GUIDERAIL 0IP/I.PIN ® IRON PIPE/PIN 0 D.H. DRILL HOLE El MON. ® CONCRETE MONUMENT o F. P. FENCE POST x WIRE FENCE 0-0-0 CHAIN LINK FENCE 0 TREE WITH WIRE TREE LINE STONE WALL MARSH STREAM 34 INLAND WETLANDS/FLAG NUMBER .. FW 1 FEDERAL WETLANDS/FLAG NUMBER ® UPLAND REVIEW AREA - - - -290- - - - ------ CONTOUR 290x1 9ox1 SPOT ELEVATION _SF- SILT FENCE scD STONE CHECK DAM Ex. WELL 10 UNIT NUMBER BCLC BITUMINOUS CONCRETE LIP CURB GV D� WATER GATE VALVE WA INLAND WETLAND ACTIVITY NOTES: 1. CONTOURS AND ELEVATIONS DEPICTED HEREON ARE BASED ON =§ THE NAVD88 HOLDING CONNECTICUT GEODETIC SURVEY CONTROL MONUMENTS. 2. INLAND WETLAND LIMITS SHOWN HEREON WERE DELINEATED BY RICHARD SNARSKI, SOIL SCIENTIST AND LOCATED IN THE FIELD BY BENNETT do SMILAS ENGINEERING, INC. IN APRIL, 1998. Fi.LL ELLIZ & MCCOY 716 NORWICH -NEW LONDON TURNPIKF GRAPHIC SCALE NOTES: 1. THIS SURVEY AND MAP WERE PREPARED PURSUANT TO THE REGULATIONS OF LEGEND 100 0 50 100 200 400 CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THROUGH 2O -300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS S 52'22'00" E ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON ( IN FEET ) 63.28' 253.21 1b� ` JAS 19• SEPTEMBER 26 1996. IT IS A PROPERTY SURVEY CONFORMING TO HORIZONTAL EXISTING PROPOSED " IPIN ``� OS' 1 inch = 100 ft. •pp 9 E `� 45•, ACCURACY CLASS A-2. BOUNDARY DETERMINATION OPINION ON PERIMETER PROPERTY - m- - ® PROPERTY/STREET LINE S53 LINES IS BASED ON A DEPENDENT RESURVEY. PROPOSED LOT LINES CONSTITUTE AN N/F Q)* 6•.�-� �. h ,�1Lt '�- v ORIGINAL SURVEY. THIS SURVEY AND MAP ARE INTENDED TO DEPICT THE LOCATION EASEMENT LINE DANIEL W. KOBYLUCK SR. & ; OF EXISTING PROPERTY LINES, PROPOSED LOT LINES, LINES OF OCCUPATION, E)-- D STORM SEWER, CATCH BASIN MAUREEN A. KOBYLUCK �3' DH (o EASEMENTS AND ENCROACHMENTS. S SANITARY SEWER 325• �N �� 2. BOUNDARY DETERMINATION/OPINION IS BASED ON A RESURVEY OF THE FOLLOWING >- UTILITY POLE/GUY MAP ENTITLED: 0 IP/I.PIN • IRON PIPE/PIN 6 �•3 00� ; ` ` Eq 0 D.H. DRILL HOLE A. "RECORD SUBDIVISION MAP PINE RIDGE ESTATES SUBDIVISION OLD COLCHESTER p MONCONCRETE MONUMENT Nq TF Rpr �N Fq ROAD MONTVILLE, CONNECTICUT" . , BY BENNETT & SMILAS ENGINEERING, INC., p Al 11 , SCALE: 1"=100' DATED JANUARY 20, 2000 AND REVISED LAST NOVEMBER 14, 2000. X WIRE FENCE '�4/ ''- E�EcrR°R�oF rkE STONE WALL ci 34 ` �\ cHT CO 3. BEARING AND COORDINATES SHOWN HEREON ARE BASED UPON THE CONNECTICUT • • • STREAM O� 2'13• ` COORDINATE SYSTEM, NAD 83, HOLDING CGS MON. #4875 AND MAYNARD . INLAND WETLANDS Ap " #4875 N723206.859 "MAYNARD" N729085.117 UPLAND REVIEW AREA '90cp o63.2g21 \ \ El 142281.573 El 139334.313 �J o$ S --''� 4. INLAND WETLAND LIMITS SHOWN HEREON WERE DELINEATED BY RICHARD SNARSKI, TREE WITH WIRE S 70'26'54" E D SOIL SCIENTIST AND LOCATED IN THE FIELD BY BENNETT & SMILAS ENGINEERING, MARSH00 \ INC. IN APRIL, 1998. 37.94' DH 0 APPROVED BY THE INLAND WETLANDS AND WATERCOURSES COMMISSION, CHAIRMAN OF THE MONTVILLE WATER POLLUTION CONTROL AUTHORITY, PUBLIC WORKS DIRECTOR AND THE MAYOR. I ENGINEER/SURVEYOR DATE I DH o'S 70.01'36" E /�� / -AIL N/F0 60.82 DANIEL W. KOBYLUCK SR. & 322 �- S 60.37'33" E MAUREEN A. KOBYLUCK 36.36' ,//" �-� 0� 0 �•�6 ._.----� f 0 SEE DETAIL "A" _ IPIN MpN�M� Nr�R<1NE �1 cyT of S4S911 , wq r DH SET 7/1/98 �'�MON DH SET 7/1/98 0 2 C) -� 0G • O Y S 64.58'27" E G' ' N * D IP � 46 • , 179.46' ;t `O Ln t�9'"� �''� , LAN® N/F 0. N i 9'56'33" E °' O � WA D AMATO INVESTMENTS, LLC. AREA = 53.342 ACRES 22.73' r D r • N • Cp SANITARY SEWER EASEMENT (AREA=27,330 sq.ft. f) / z ti O� v7 --- ✓ 1L OHO �; No �` •. 50' WETLANDS REGULATED AREA (TYPICAL) N/F r1 w LUCY DEMELIS DH SET 7/1 98 1ptoN Ah, All All AL 00 �G / ® FP lL dill FP DH SET 7/17/98S 78 58 39 W o ''" 65.24' IPIN 61.29' w J, L ''liE N 71.10'27" W o, awe a. 61.29 20 SANITARY SEWER EASEMENT IN FAVOR OF THE's Q' Yr �, N 65'59'27" W DH 2y TOWN OF MONTVILLE (VOL. 122 PG. 45) �- ,�'1' �,.oo � o. • � N 65'59'27 W 73.35' D -282.2 t 65.81' ----_28s.5't - .._/' / oda DH 20' SANITARY SEWER 0 H ' - EASEMENT �� ' S 41 °41'58" E 253.44' S 45'44'50'" E 260.38° S 43°1817" E 423.51' / ,.� L� a� 91 0 1 / r„�! s ®® 200.00' 223.51 0 8DH r o'r� '�� ?� ^�- .. 42•��'- �- . " 353 6 N/F �r �+ DH o. '� 1 N 63 52 27 W �'' `N car � � � xx 2o.s'f • 1,��*E ®__.o� t 49.29' o �•5`Z2 DH ALAN P. & ' 520 283° � ^•�.. i i 1 � o �= N 6 g'v•���' i N F KATHLEEN K. 2�'S 'r\ w / ° SAN TACR OCE GREGORY C. � LAND N/F CO. i N/F , , 3� 8�� 122.8' . �.-� �4s.7, - CREATIVE CARE DAYCARE, LLC �0IP'Q , DH DH i DROZYNSKI 20 SANITARY SEWER EASEMENT ® N F ,5 ,' AREA = 1,280 SQ. FT. t LUCY DEMELIS Z � _s _ s - - _ s ��-- - OPEN PACE LAND N/F w I CION S80'08'48"W 21g'gs o'�g / �� > N 131.6 t LAND N/F 133.9 t ROBERT FLORIO DH cr IPIN / HARTENS POND, LLC LAND N/F �f I 30.10' , 6' �2" DH r,i a, r HARTENS POND, LLC r`" i i HARTENS POND, LLC 630 i N/F �' ! 0''i r'�°O9v o '� Z `� /'ter D N 169 56 PETER VINE & �, `� N o ®op' m ' ✓ o,�• N/F CATHERINE VINE DETAIL A n -- �5 N� N /'' �` DAVID E. NYACK & �: 641°44'18"w 48 OAFr ,.----- u, 2 / '"L`_ 4. N F ' ►_.- 01.8 51.73' SCALE: 1"=50' \ N o� � � r •,�., o.� PAMELA D. NYACK 20 DRAINAGE�--�+ t �� t , .Zg Q , o : I' �"`'� cn NANCY L. HODGE EASEMENT I ' 5.00 6? a o '< �l i � i .. 20' w i 0.14 „ Zg,9� to Na, N t!> �;'� : W 241± �2 't 18't DHI 11.56 •50'2 % 2 < �'' 9 �' `�' 20' DR AGE EASEM T N 733981.17 S 59 ® N �, � .� E 1154586.85 v �` � � � �' �••' w • \/, s 15.06' 13,58 /� cr -� AREA BETWEEN ISTING S EET 1 \ , o �-- ,/ j� m LINE AND PROPO ED STREE LINE o �' -0.22! o I I S41°44'18"W� ' " O DH �' o TO BE CONVEYS TO THE T WN OF 0�z _ MONTVILLE - A EA = 0.3f cres 50.01' DH S4154�8 W o- L-26.31 PROPOSED STREET LINE • .peg" E / . AREA BETWEEN EXISTING STREET LINE .--� \ ® L_1 c�p,00 L=1 30; 0 _ ' L 0.0 ' N 43°18'17" W 444.52' (TOTAL),, EXISTIN MON 59 52 / AND PROPOSED STREET LINE TO BE ,J L-271.25 0 150.00' 279.47' H 11,56 STREET L �p MON 5 /_-- .. CONVEYED TO THE TOWN OF MONTVILLE _ _ _ d& AREA = 0.2f acres r ' _ OTHER N N/F � ; � IPIN'_'EXI -,S _ _ �� T / i ��� l / TING __._Z tS n� I°l sr n 1 11 u c �' / ::. _.:::.:: \ 2 41 i, I ,...r: : ccl'• / :2'3:: , I \ ,.. le., .-....... :•: :.J . ::227:: :;: :�: OTN LAND N F .1 '. ,'r.' I i'::y'. : a :::::' I / f .. ► / I �'';� .'bldg.. / : ..., I •:0. 7777..... D MAT® , t .........,.. 7777. ......... t ..............,.......... 6677 ............. 1 ... I ,,,,,,,,,,, . ................7777 \ \ '::':.:. / ,,L I ':i:.. I I N O/ ST EN TS, LLC I i z 1 I I i •'''P°� '':rowan: :': '..... •, I i 1 \ I .r:::.::::::: ::::. \ `` I 1 1 i LL' ' \ .. ::::::. ::.: :•a:'::'.:'. I \ ' \ k I t I �'a::. "ll \ \ I I 1 I i, 1 , '1 ::x \ \ 1 _� I i I v i :�: `v ��v v 1:, �' , `I , �1® �, I , I �� RIPRAP , I I I 1 v I y I I (TYP.) :-:25:x: \ \ \ I \ 6 t 1 I J r ( I , \ \ \ 4 t \ I I \ I ' , \ \ \ I \ (/1. '' ' ��� I \\ )6 I d ate° 1 \ .777.7 I ` \ 6777. ''r \ \\ \ I \\ r i 1 1 t \ r� 1 ' \.: ::::::. \ \ \ 1 �i I \� I D4p 410 Dp a Jt ' 1 il1Lt ..........I ` ` \ \ ` , i ' \ Dc A( \\ \ aD�DQ pp •c� I ::: .:/:rye:::: �./j... • \ \ \ \ I t I s O O� \ � ,• FES C2 ::: P P I , I (\ II ` I 11 Bi. ,,v v t'® `1 \'�s ... .... INV.=461.0 :.^• .. \\ \\V� P�� 1 11 (T ` I � // �-A tK \ p :: \� �� \ ` J ! I `I �4���ti�� \\ ::*: PLUNGE ti`r \ ' I I V v ' I I (J i ' \ �v' 4'- ,�-; ' \ \ '\ : IPOOL '''i \\ \ �I I I I I \ o N /F \ \ \ I Ii 1* LUCY DEMELIS ' ` ' ' \ 1 I ti 1 \ \ ®, t / / \\ '4 t \, \\ / I ` I \ I / / /- \\ \ I I I i I / / / i l l' i , I / , / I // / i I I , - , / i \ / 1 1 1 1 / / t ` / ' i' \ �X�t\J , \ \ \ , n , �, - MH 1 ' 1 1 + ®�\ + \ 1 \ _ - 1 :ry:: . '\ \ \ \ i 1 I 11 / i \ ...............'. \ \ t \ ::�i:5 \ , i TEMPORARY STOCKPILE AREA I -� 1 , r 1 I :;.I .:.' \ �' ► ' ` ,1J1 ' \ \ - \ I / -v r . , , ! \ I \ \ \ \ \ \ J, �: \ \ \ i I / O I \ ' 000- .ov /// ' I \ 1 w-.Ic \ ,� \ I , ` `/ Y , `�+ \ Q.� \ 15 \ \ \, oe \ \ \ \ \ _ I / / i \ , \ I \ / s� , ' / , �� ti' ' ®�v 1 1 1 1 : s:.'.:' �� O, \ i ,�, 't \ :�: \ TUFF REINFORCE T I ' / \ ` \ �' , - 4 /// I \ ` i I .r: \ \ 7 ' �G� ` `�', �- \ :. ? MATTIII ON 2:1 SL ES ' \ , ` ' / / G. - \ I ' 1 \P� /1(7 \ \ \ O 10 ' '� ®O \ �,. -r\ \ 2,5.9'' ' / r , ,1 / Ac i 0 ' \ i i .*., \ , p,/�o.?• v p�1 o \, P� P ��4.. ,,. ( •) I ,' t S ` . / �� 4: / I i { i r ` �' \ \ ` \ d \ \ 9`` \ ; ��®• O �j �' +iQ\ �C� \ :,': \ , i / r1 i \ \ ® / , / / / / t �' / I r I I l 'fir 1. \ �\ , / , .:.0::•:. ( \ \ i d` `a' �JO i �. \ _ CONCRETE . - - C'; \ 11 " \ i I .y0 , S / I / i \ k. ( \ \ :;': .'. \ TYPE L \ / I I :;: \ `' \ , � .. \ \ ' ` ' \ III cJ1 , I r r , ! , , TEMPOR RY STOCK \ILE \ \ ..• I � / 0 r / A EA \ \ 1 .. .. \ -0 : , \ + \ N \ , & I !y`• C, \ i I \ \ Y. \ II :j. A I \ 1• i " \ C� \ ..a, . , c;�. g,0r. \ (�'' :2):2: * ,`,- * / ' 1 p I ® I Y' l ' D r / (� \\ \ \ . . �. . . . . .5,. .. A�-J Tr> ' \ ` (ts� \ '• %• ` \ \ / , , u 0L / 0 1 I I i \\ \ \ •Q ,M \.•. zO . Q1 . \ \ \ 1 1 �A 1 I C , i / ` r I :...,.:':. , \ ,k) 'fit,..... ' 4 ENb- I I p�`J r ! OD \ :: , O I \ \ \ Ac I \ .. i •. D. . , .., .. .. \•• BCLC 5 � / I \ � , O ,tJ1r STO STREET \ \ 5, 6• S ( I \ i F / I t - NA E SIGN ' \ G ...'.'.'.'.'. ' `�? n ' / l ' ` ' / I V , Fp 1 i , vp1.p,KD 1 \ :O.Qu%* I \ 464 i \ 0.• , i o \ �� I PR• 1 \ I` E I l\ \ ... .. . i 460 58 ' ' \ 454 4 ,---�-•''' / ; 7777.. �' .. i I , i 1 EW I . . . . . . . . . )_ ' ' 1.':::'.'..: \ ..7777 ` ` �' 1 '•:1' , / /'.. : I I r r r I , REQ 1 '� :r:.a:::::'.: .7777 , . , \'. ...�. ' , CB 82 i i :'r:::::777•:::7. � \ , ........ N CBA ,,.: MH 5 cr ' ' ' ' ` BEGIN \ - - o �' 77'7'6'. . I + 1 l' \ \ p \ B A i ! �.. , ... 't' F.F.-437.,01 I I , �- BCLC t \ 4,� ` C \ I t 1 GAR. -435.0 1 I ' \ , A•-. END BCLC o `i I 1' `% 13: '• ' � \ � 47 N ST P/STR T 1 6 - ' 2 - - - _ ' ' ' 0• F/., . , .. �•0 ' / 1• I N ' t 8 �- ` n ) \ 45 45 ' `' 4• GAS• "� '' I , ', k I ' '� , �` N A E\ SIG ' 454 SO, , / 51.0 F .�': 442;p . I 1 i 15' ' ' I ' i F \ 1 + , CLC a C® 4\ - `\ `\ \ \ \ 45 a CONCRETE , 3 , F.F.''4 42.0 rC,p,Fz.:...... :� � I ' I \ FW a:.• � ` ' I I � \ ii :. ' `� , \ ) \ \ \ TYPE L _ _ - y i3S � 449.0 i:Q,. • /' , I ! 1 % ' I ; 1 MH 7 ,STOP B ENDWALL A GI+ ' I 1 \ I �Lo 0 I , \ cr 0 \ \ F r' ,' cc,,7 I \ \ , Ac � . , t , \ \ 0 • \ \ D� T' \ i Ar L \ ! \ \ ,161. „ \ :.. 0 12 I F �. 2a' I \ \ 97 F ,-A- 0 62 48 CMP :a.ZG9: _ - - - 6 I .:2 3 S� �& I 1 -0,.. �� \ G.ONSTRUCTION \\ T` PC 4' 4 ''t�� 6a' INV. IN= \50.0 - - ® - v I IENTRANCE g5M l•%A` ,` ` \ Z �� , / / I \ GPS' / , 1 \ 0 l R, \ \ OUT�448.3 /' -� / i' 1 ' I I t I `, \ - 1. ) \ i ::;::?: ty d I I S� I I I r © _ \ �(� r&I 0 . \ \ \ \ \ O ` \ , :;: .��:�.':.. Cp 'Cr / I / �(� / i I I I I I I I , NQ r / 1 RIPRAP TYP. I 1 r \ 0 , ® STO BAR , o p�4z• ` 9 • S �' i r oj• ® I , i ! �b x , F I 01 \ ( 'j + • �� \ , - - - 436 , G� U' , / , S�' p - - {,� \ 't ` \ \ I : FES X18 / , , � F,! \ , , i \ , �n \ \ I `\ :, 1&*l$x . INV.=436.0 , r / / ' ' G ' ' ',t::::;: 1 \ 5. :i. , t I I a 0 / -� I :` 7777... ., 1 REGI 'PCLC ` \\ \ \ p N `\ \ 00 \ t® \ 'I \ ' :s 1::: DEI'EI�ITIC>N BASILA i I p ,' I r� ��' / I ' `\ T , i\ - .... O l" \ 1 , \ \ Dc� (� \ \ I QpD - -+ F ,Ac \ \ .,767.7::. %r \ . 7 bp, \ d. \ \ \ :: - Dap BERM ECFV. -441.0 w �, a� I � I , , , \ :.--.--:--- ' \ , \ ` \ F F -�;� $0 ` \ D \ \ ' ::- ,.< PQDpp PILLIN Y '_ ® r I GPS' r I , , i Cts \ �6 t- , S A ELEV. 440.0 I `' : ' -" I ( \\ , \ `\ 8 �' \ ` \ I I , .� - - - BOTTOM ELEV:=436.0 !/ �X I �� I I I `\ I \ I \ �:r::7� \ \ , \ \ GP \ \ t 1 I , ;� / I r I 1 i �' \ \ \ 'A \ i , CB , A3 I I OEl A9 / i I .�'_' I I I :� 1 \ Dc O \ \ I \ , :': \.,� T. F. X440.0 I ' 1 " o t a I , �!)!c i - (y \ \ 0/� I , 1 i \ I: �: �� ir.F.'=436.0 I I ' 1 w`V ` FES B5 1 , t i k cg I , \ I 4 +,,o�' I •� I = tib, , \ '� \ t I •' , as ppo , , i1 I INV,. 417,5 tJ O\ s c9 1 \ , t p4 ,l I I I \ \ 0 z» \ .. v / I \ r1 '.f � � 1 - \ o � i v DD P. /� , \ � \ RIPRAP I \ ik 4•� % �a \ \ , , , t \ 4 Q / a.-_ _ter I. , t i e`� I (TYP.) \ 6� \ 1 , 4 o v / t \ i \ \ . 0 ` M H 8 \ i \ I \ i .� / }} \ �,� �� t i I \ in ' 1 I r _ _ '' , I i / DETENTION BASIN B 1 \ F 'A6 ` I i \' I , I ' 1 f 1 I `• BERM ELEV.=424.0 �, \ GPR•i , \ � \CB A2 I I , '\J I I I '\ / 3:a*:;a:.. I I / I' ® , i I , a , SPILLWAY ELEV.=423.5 1 t l I I ' 1 i I 1 ,. ` Q. n v TTOM ELEV.= 1 ' \ I 1 1 t I i \ I`";�' I 0• BO 4 7.0 I I r Z 4 4 I I p / I i k ► c i p F C8 1 I ,® 1 I I I a a 1, v d ::.I:: • / 0 1 I ...................... ( / 1 ,•* , 0. � i, ':..,........ 7777 ..: ................. ., I i I v Q4�v 4 v 0 mal 0 1 ,.r........ , o p,` / �• 1 :.r I Q I :',:::::::: /+ G D 4 / \ C3 2 � 1 :�•. :, RIPRAP TYP. Q 1 ( ) •:2'75:'•:::•:, I 4� a J (n \ I t r t / 5 5 D O 8 �4 cc N I ? t I i I P ► r \ / p L I R• { cfl v N ........ ................... ............. ..................... \ I GP i , :: _ P , , � 0 R+ N POOL o t ' / 26 15 DPE _ p \ I 5 ,� H C 1 P 1 W I• 7777 ... .:::::::: • ::::.:"::::•: I E , \ \ / I \ �:•;�' S•--0.0050 f f , \ t t 7777 ► / I B3 � E , t f: r i \ ► , to I i r / P ......,.. 7777 7776.. 7777. 7777... :..::.�::. ... 7777,. ................. 1 1 ES 10 F A \ ... 7777... ........ . . '.'l.'. i . 5 \ \ , \ o ............... . ............................ 7777 • \ I - 35 I :i: ........... INV. 4 .7 U .. 7777 ... ........... . ......,. .. 7777.. ........ ................. ............ ............. 7777... 7777 .. 7777... ................. ............ ......,..................... I ..,...... V' .... ... ................... ® 1 I .7776. I 1 ............ �'�Af?'. : Y �., f? \ , it \.,-470.1,0 , , II , •. \ , / EX H 5 r REVD N® 0 \ PLUNGE POOL ► I F I 1 :':%:'. 1 , :: w 1 i F. >46 t , r 7... \ 777:::7.:::•. 7766 ........ � ............. .....,.......,,... ......,..,........................,........, ............ 7777... .....:..,.. ................... ............ ...................... ... .........,.. ................... ......,..... 7777 .............,..... i:: I '�Jy'T(R A 7777. 7777 .......:.. � .................. ......,.... 7777...: 7777 7777 .. ,........,, 7777 7777.. ,, ,, ,..• 6676, 7776 ,,, ,,, ,, ,,,,,,,,•, .. ... ,....,,,• ,..,,..,,..,, ... �. .:•r,; ::.'.:.. 6777 i \ I S 6�' ` ' ` �,.,..,,..., . i ........... \ \ 7777 .. .............. ::r: \ I , \ \ :.,:: I �. I \ :.{... \ , \ �4�p BEGIN ' i ® ' . •::;:::•::•. \ \ / 5 t / \ N F• 8• , \ r ................ ' ry� , �./ ` -4 \ BCLC t . d i ! \ is 1 � . ' I / 'p' 29 I .. :'(. C(}' I 7777.. ':7777..: .......... 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I i ,' Iq ', ', \ `9O, \ + to s , `, -=� • :.; tp- ............. \ U ti a. I qo 9 I s-li -/Z� ui 6s W DA TE.- MARCH E:MARCH 11, 2003 SCALE: 1 "= 40' SHEET.- 3 OF DWG. NO.. 5' 4" PLAN NOTES: 1. INSTALL TEMPORARY ONE INCH STONE BARRIER AROUND EACH INLET. 2. STONE SHALL BE 12" HIGH AT NORMAL ANGLE OF REPOSE. 3. REMOVE BARRIER AFTER PERMANENT GROUNDCOVER HAS BEEN ESTABLISHED. 4. CLEAN SUMPS AFTER REMOVAL OF BARRIER 5. CATCH BASINS SHALL BE PRECAST UNITS 6. CULVERTS SHOULD BE KEPT WITHIN GUTTERLINES TO THE GREATEST EXTENT POSSIBLE. REASONABLE CURVATURE IS ACCEPTABLE WITHIN THE GUTTERLINES. 7. UNDERDRAINS SHALL BE INSTALLED WHEN FIELD CONDITIONS WARRANT AS DIRECTED BY THE TOWN. ri" 1 n'Y,." 1'—R i" 1 n'%' W" REMOVE TOPSOIL AND ORGANICS BEFORE PLACING FILTER FABRIC / AND ANGULAR STONE 50' - l00' p7 L 4� La o0 CONNDOT GRADATION No. 3 �a Q 44 MIN. -%cam aF FILTER FABRIC ztt CONSTRUCTION ENTRANCE NOT TO SCALE STANDARD M.H. FRAME � BRIC� LEVELING COURSE w z 0 0 : C9 M = X to E ci z `-' w 0 Fdu 0>uJ V) = �- III w 2 w- r r) w iR ; w u� M= 0 w I A STANDARD PRECAST SANITARY SEWER MANHOLE NOT TO SCALE �4 DPs' k0- NOTES: 1. INSTALL TEMPORARY ONE INCH STONE BARRIER AROUND EACH INLET. 2. STONE SHALL BE 12" HIGH AT NORMAL ANGLE OF REPOSE. 3. REMOVE BARRIER AFTER PERMANENT GROUNDCOVER HAS BEEN ESTABLISHED. 4. CLEAN SUMPS AFTER REMOVAL OF BARRIER 5. CATCH BASINS SHALL BE PRECAST UNITS 6. CULVERTS SHOULD BE KEPT WITHIN GUTTERLINES TO THE GREATEST EXTENT POSSIBLE. REASONABLE CURVATURE IS ACCEPTABLE WITHIN THE GUTTERLINES. 7. UNDERDRAINS SHALL BE INSTALLED WHEN FIELD CONDITIONS WARRANT AS DIRECTED BY THE TOWN. SECTION A -A SECTION B - TYPE "C" CATCH BASIN NOT TO SCALE SAWCUT NEAT EDGE AND DIMENSIONS ----------- - - - - -- - - -- ` _ `, D APPLY LIGHT COAT OF I BATTER B � 5' 4" PLAN NOTES: 1. INSTALL TEMPORARY ONE INCH STONE BARRIER AROUND EACH INLET. 2. STONE SHALL BE 12" HIGH AT NORMAL ANGLE OF REPOSE. 3. REMOVE BARRIER AFTER PERMANENT GROUNDCOVER HAS BEEN ESTABLISHED. 4. CLEAN SUMPS AFTER REMOVAL OF BARRIER 5. CATCH BASINS SHALL BE PRECAST UNITS 6. CULVERTS SHOULD BE KEPT WITHIN GUTTERLINES TO THE GREATEST EXTENT POSSIBLE. REASONABLE CURVATURE IS ACCEPTABLE WITHIN THE GUTTERLINES. 7. UNDERDRAINS SHALL BE INSTALLED WHEN FIELD CONDITIONS WARRANT AS DIRECTED BY THE TOWN. ri" 1 n'Y,." 1'—R i" 1 n'%' W" REMOVE TOPSOIL AND ORGANICS BEFORE PLACING FILTER FABRIC / AND ANGULAR STONE 50' - l00' p7 L 4� La o0 CONNDOT GRADATION No. 3 �a Q 44 MIN. -%cam aF FILTER FABRIC ztt CONSTRUCTION ENTRANCE NOT TO SCALE STANDARD M.H. FRAME � BRIC� LEVELING COURSE w z 0 0 : C9 M = X to E ci z `-' w 0 Fdu 0>uJ V) = �- III w 2 w- r r) w iR ; w u� M= 0 w I A STANDARD PRECAST SANITARY SEWER MANHOLE NOT TO SCALE �4 DPs' k0- NOTES: 1. INSTALL TEMPORARY ONE INCH STONE BARRIER AROUND EACH INLET. 2. STONE SHALL BE 12" HIGH AT NORMAL ANGLE OF REPOSE. 3. REMOVE BARRIER AFTER PERMANENT GROUNDCOVER HAS BEEN ESTABLISHED. 4. CLEAN SUMPS AFTER REMOVAL OF BARRIER 5. CATCH BASINS SHALL BE PRECAST UNITS 6. CULVERTS SHOULD BE KEPT WITHIN GUTTERLINES TO THE GREATEST EXTENT POSSIBLE. REASONABLE CURVATURE IS ACCEPTABLE WITHIN THE GUTTERLINES. 7. UNDERDRAINS SHALL BE INSTALLED WHEN FIELD CONDITIONS WARRANT AS DIRECTED BY THE TOWN. SECTION A -A SECTION B - TYPE "C" CATCH BASIN NOT TO SCALE NOT TO SCALE SAWCUT EXISTING 11 1/2 " BITUMINOUS CONCRETE PAVEMENT (BOTH ISURFACE COURSE (CLASS 1) SIDES TYPICAL) EXISTING PAVEMENT 12" COMPACTED TRENCH WIDTH PROCESSED GRAVEL BASE TEMPORARY TRENCH REPAIR DETAIL NOT TO SCALE SOLID COVER 30" DIA. BOLT DOWN COVERS IN ALL ROAD LOCATIONS. USE FIRE HARDENED BRICK FOR THE BENCH. T.F. TO FIRST STEP SHALL BE LESS THAN 22". nr►ini i SECTION A -A 2'-0" MIN. COVER FOR STORM DRAINAGE TERMINAL ELEMENT. PARTI ALLY BELOW GROUND CONCRETE END ANCHOR (SEE DETAIL) C �J METAL BEAM RAIL / I TWISTED 90' C ®--.-- WORKING POINT I CENTER OF TOP LINE OF GUIDE RAIL EXTENDED 23'-6" APPROX. r® * NOTE: OFFSET DIMENSIONS APPLY TO TRAILING END ONLY. SEE PLANS FOR LOCATION OF LEADING END. 8%" dia. RODS -18" LONG GROUND 12 (TYPICAL) W/NUTS & WASHERS. NOT TO LINE TYPICAL PROTRUDE OVER TOP OF RAIL GROUND LIKE GUTTER -\,7'"'" 1 [T27LINE . a. oo 12 I z II II 41 CLASS "A" CONCRETE 3'-1" 3/4"x3"x27" PLATESI I I I OR PRECAST UNIT W/'�a' din. HOLES RAIL ELEMENT LENGTH 26'-0%" OR 13'-6%' I I I I u u SECTION C—C W6x8.5# POST (TYPICAL) SEC rm A—A SECTION B -B NORMAL HEIGHT HEIGHT WITH CURBING —� W6x8.5# OFFSET BRACKET (TYPICAL) 12" OFFSET* 6" OFFSET 6'-3" I 6'-3" � ( 6LAP IN DIRECTION' -3" I ® 6'-3" OF TRAFFIC PLAN —_ SLOPE LINE UNDER RAIL N N N M N N N N NNNNMNN + , + NNNNMNN ■ + EXCAVATE AND BACKFILL ".L- _j METAL BEAM RAIL (TYPE R -B) NOT TO SCALE SAWCUT NEAT EDGE AND DIMENSIONS ----------- - - - - -- - - -- ` _ `, D APPLY LIGHT COAT OF L/2 BATTER B ASPHALT EMULSION PRIOR FT. & IN. FT. & IN. IN./FT. TO PAVEMENT INSTALLATION 12" 4'-6" (BOTH SIDES TYPICAL) 22" 1'-_111 3" BITUMINOUS CONCRETE SURFACE 4'-9" /TRENCH COURSE CLASS 1, TWO COURSES OR 18" MATCH EXISTING, WHICHEVER IS GREATER 22" WIDTH + 24" EXISTING PAVEMENT 5,-6" 4'-3" 22" 2'-14" 30" 6'-0" 5'-3" 22" 2'-3" 36" 6'-6" 6'-3" 10" COMPACTED 2'-72" 42" 7'-0" TRENCH WIDTH PROCESSED 2'-.9" 48" GRAVEL BASE PERMANENT TRENCH REPAIR DETAIL NOT TO SCALE SAWCUT EXISTING 11 1/2 " BITUMINOUS CONCRETE PAVEMENT (BOTH ISURFACE COURSE (CLASS 1) SIDES TYPICAL) EXISTING PAVEMENT 12" COMPACTED TRENCH WIDTH PROCESSED GRAVEL BASE TEMPORARY TRENCH REPAIR DETAIL NOT TO SCALE SOLID COVER 30" DIA. BOLT DOWN COVERS IN ALL ROAD LOCATIONS. USE FIRE HARDENED BRICK FOR THE BENCH. T.F. TO FIRST STEP SHALL BE LESS THAN 22". nr►ini i SECTION A -A 2'-0" MIN. COVER FOR STORM DRAINAGE TERMINAL ELEMENT. PARTI ALLY BELOW GROUND CONCRETE END ANCHOR (SEE DETAIL) C �J METAL BEAM RAIL / I TWISTED 90' C ®--.-- WORKING POINT I CENTER OF TOP LINE OF GUIDE RAIL EXTENDED 23'-6" APPROX. r® * NOTE: OFFSET DIMENSIONS APPLY TO TRAILING END ONLY. SEE PLANS FOR LOCATION OF LEADING END. 8%" dia. RODS -18" LONG GROUND 12 (TYPICAL) W/NUTS & WASHERS. NOT TO LINE TYPICAL PROTRUDE OVER TOP OF RAIL GROUND LIKE GUTTER -\,7'"'" 1 [T27LINE . a. oo 12 I z II II 41 CLASS "A" CONCRETE 3'-1" 3/4"x3"x27" PLATESI I I I OR PRECAST UNIT W/'�a' din. HOLES RAIL ELEMENT LENGTH 26'-0%" OR 13'-6%' I I I I u u SECTION C—C W6x8.5# POST (TYPICAL) SEC rm A—A SECTION B -B NORMAL HEIGHT HEIGHT WITH CURBING —� W6x8.5# OFFSET BRACKET (TYPICAL) 12" OFFSET* 6" OFFSET 6'-3" I 6'-3" � ( 6LAP IN DIRECTION' -3" I ® 6'-3" OF TRAFFIC PLAN —_ SLOPE LINE UNDER RAIL N N N M N N N N NNNNMNN + , + NNNNMNN ■ + EXCAVATE AND BACKFILL ".L- _j METAL BEAM RAIL (TYPE R -B) NOT TO SCALE CONSTRUCTION MATERIAL TO BE EITHER CLASS "A" CONCRETE OR CEMENT RUBBLE MASONRY. ALL EDGES OF EXPOSED SURFACES TO BE CHAMFERED APPROXIMATELY ONE INCH. 1'-0" LENGTH OF ELL WILL VARY TO �M�gNkM� CONFORM WITH FIELD CONDITIONS NT 77-777/ I ---- -I w DIMENSIONS ----------- - - - - -- - - -- ` _ `, D H L/2 BATTER B IN. FT. & IN. FT. & IN. IN./FT. FT. & IN. 12" 4'-6" 2'-3" 22" 1'-_111 15" 4'-9" 2'-6" 22" 1,-118" 18" 5'-0" 3'_3" 22" 2'_O f 24" 5,-6" 4'-3" 22" 2'-14" 30" 6'-0" 5'-3" 22" 2'-3" 36" 6'-6" 6'-3" 3" 2'-72" 42" 7'-0" 7'-3" 3" 2'-.9" 48" 7,-6" 8'-3" 3" 2'-102" CONSTRUCTION MATERIAL TO BE EITHER CLASS "A" CONCRETE OR CEMENT RUBBLE MASONRY. ALL EDGES OF EXPOSED SURFACES TO BE CHAMFERED APPROXIMATELY ONE INCH. 1'-0" LENGTH OF ELL WILL VARY TO �M�gNkM� CONFORM WITH FIELD CONDITIONS NT 77-777/ I ---- -I w cn ----------- - - - - -- - - -- ` _ `, III z I CD '� � o I I 1 c F I I I I w I I Lj _ - I I I I i 0 w I i I W � -------------- ---_ __ ` I j I z I i 0 L� I- I I X 1 I ! w I I I = PAVEMENT WHERE SHOWN OR FINISH GRADE SUBBASE (IN PAVEMENT AREA) COMPACTED SUITABLE BACKFILL MATERIAL B DETECTABLE WARNING TAPE CONTINUOUS ALONG SEWER MAIN 2'-3" MIN. COVER FOR SANITARY LATERALS FILTER FABRIC ENVELOPE CONTINUOUS ALONG SEWER MAIN 12" MIN. STORM DRAINAGE COMPACTED SUITABLE NATIVE 12" D 12" BACKFILL MATERIAL TYP. BOTTOM OF TRENCH �\ PIPE: YD/4 - STORM TO BE RCP CLASS IV - SANITARY TO BE PVC SDR35 COMPACTED FINE BEDDING UNDER 12" D + 24" FOR SANITARY: 6" OF 3/4" CRUSHED STONE PIPE IN LEDGE ONLY BEDDING TO HAUNCH. SAND FROM HAUNCH TO 12" ABOVE THG PIPE. PLACE DETECTABLE WARNING TAPE- ABOVE THE SAND. LINE TRENCH WITH FILTER FABRIC. TYPICAL TRENCH DETAIL NOT TO SCALE - 4'-6" MIN. COVER 3" D 6" MIN. OVER EARTH COMPACTED FINE BEDDING UNDER 12" D + 24" PIPE IN LEDGE ONLY II II II 10 II II II II B f TYPE "L" END WALL NOT TO SCALE PAVEMENT WHERE SHOWN OR FINISH GRADE SUBBASE (IN PAVEMENT AREA) COMPACTED SUITABLE BACKFILL. MATERIAL WELL COMPACTED SAND OR FINE GRAVEL CONTAINING NO STONES LARGER THAN 1" DIA. FILTER FABRIC CONTINUOUS ALONG WATER MAIN 3/4" COMPACTED CRUSH STONE BACKFILL AND BEDDING WATERMAIN CL 52 DIP TYPICAL WATERMAIN TRENCH NOT TO SCALE vr1fRIGJ vrl In HEIGHT OF ELL 1 1/2- BIT. CONC. - SURFACE COURSE 1 1/2- BIT. CONC. BASE COURSE 6" PROCESSED GRAVEL BASE 12" MIN. COMPACTED GRAVEL SUBBASE NOT TO SCALE CD 0 a� 0 n I V) 0 W I V) Q w 0 J D r) Q �i ry 0 TOP OF GRATE ELEVATION OF OPENING #2 ELEVATION OF OPENING #1 NOT TO SCALE -G' CATCH BASIN — GRATE TO BE PRECAST CONCRETE OR CONCRETE BLOCK STRUCTURE — NO SUMP FLARED END c —9D— FINISHED GRADE STRAW BALE STAKE BINDING WIRE II 04� TWINE I I II II II =1111=11111 I e I=IIIII� 111 it TRENCH WIDTH OF BALE POST TEMPORARY CONSTRUCTION PERMANENT CONSTRUCTION ANGLE 10° UPSLOPE FILTER FABRIC TYPE "C—G" CATCH BASIN TOP FOR STABILITY AND WITH GRATE SELF CLEANING. BLOCK ALL INLET OPENINGS IN THE FLOW OUTLET STRUCTURE UNTIL THE COMPACTED I=> TEMPORARY RISER IS REMOVED PERFORATED CMP RISER I I PERMANENT OUTLET STRUCTURE GEOTEXTILE FABRIC �r - —I SURROUNDRISER WITH 3/4" BROKEN 1. SET POSTS AND I 15" I I I j I OUTLET PIPE STONE OR GRAVEL A 6"X6" TRENCH. TO POST AND EXTEND IT TO THE AND COMPACT THE SET POST DOWNSLOPE. TRENCH BOTTOM, 15" PIPE —j I 4' FILTER BARRIER ` BOTTOM OF BASIN 3' "'4 FLOW I vo I I f�TI I (i I iI I I I I i�i TTI TTTi� f�l I�I I f�i I I I�--TTT�Ti I I�--I I I�ITI�I I I 1 I i�T�i�ii I � �TiT�TI I�I I�T�Ti�(�� � FLOW I TSI I=TI 1= i� =1 �f=Tf� 1T1-i1—I— I1�--11 i i� til � I I=1Tf=�i= -ITT T 11--TfT-Tif TTT=1 Ti= I 1=1 I 1=Ti�=1T1=1T�1 i� (I 1=T DETENTION BASIN TEMPORARY RISER DETAIL NOT TO SCALE POST ANGLE 10° UPSLOPE FILTER FABRIC FOR STABILITY AND SELF CLEANING. FLOW COMPACTED I=> 100' BACKFILL F`\ 12" MIN. F F �r DEPTH 1. SET POSTS AND EXCAVATE 2. ATTACH FILTER FABRIC FENCING 3. BACKFILL THE TRENCH A 6"X6" TRENCH. TO POST AND EXTEND IT TO THE AND COMPACT THE SET POST DOWNSLOPE. TRENCH BOTTOM, EXCAVATED SOIL. PLACEMENT & CONSTRUCTION OF SYNTHETIC FILTER BARRIER NOT TO SCALE 1. EXCAVATE AND TRENCH 4" DEEP AND THE WIDTH OF A STRAW BALE. PACK STR� 2. PLACE AND STAKE STRAW BALES, TWO STAKES PER BALE. 3. WEDGE LOOSE STRAW BETWEEN BALES TO CREATE A CONTINUOUS BARRIER. FLOW I=> COMPACTED BACKFILL II II III -11111 ° ° - 11= 4. BACKFILL AND COMPACT THE EXCAVATED SOIL AS SHOWN ON THE UPHILL SIDE OF THE BARRIER TO PREVENT PIPING. PLAN PLACEMENT & CONSTRUCTION OF A STRAW/HAY BALE BARRIER NOT TO SCALE A Ti 2D 8D — — — � i MATCH EXISTING GRADE RIPRAP D ----�12 3 3 lilt, All. �1 D 1� COMPACTED SUBGRADE OR UNDISTURBED SOIL 6" GRANULAR FILL GEOTEXTILE FABRIC SECTION A --A RIPRAP PLUNGE POOL DETAIL NOT TO SCALE COMPACTED BACKFILL 2' 3/4" STONE 11 pod I i II �� 7r II �Do�o II w�pa Ie I I Do I o oQDpa Q II D®� II IIIII I I = I I 11111=III ELEVATION HAY/STRAW BALE PLAN BALE & STONE BARRIER NOT TO SCALE UNDISTURBED Vl. V\J I.V ins I CONNDOT GRADATION NO. 3 CRUSHED STOP PLACED AT NORMAL ANGLE OF REPO`, PZ 0� STOIyt UhtL;K UAM GRAVEL ACCESS DRIVE SECTION THROUGH WETLAND AREAS NOT TO SCALE NOT TO SCALE EXISTING GROUND ' MIN. 2" CRUSHED STONE CONSTRUCTION NARRATIVE I. GENERAL — 1. THE PROPERTY OWNER IS PROPOSING TO CONSTRUCT 28 ACTIVE ADULT HOUSING UNITS ON HIS PROPERTY. 2. THE PROJECT WILL CONSIST OF THE DEVELOPMENT OF LAND LOCATED ON THE NORTH SIDE OF OLD COLCHESTER ROAD. THE PARCEL CONTAINS 83.342 ACRES OF WHICH 22.081 ACRES ARE DESIGNATED AS INLAND WETLANDS. 3. THE PARCEL CONTAINS A VARIETY OF TERRAIN AND IS COMPRISED MAINLY OF FOREST. 4. THE PARCEL GENERALLY SLOPES FROM SOUTH TO NORTH AND CONTAINS A LARGE AREA OF INLAND WETLANDS LOCATED IN THE CENTRAL PORTION. SEVERAL BANDS OF INLAND WETLANDS ARE ASSOCIATED WITH INTERMITTENT STREAMS FLOWING ACROSS THE PARCEL FROM SOUTH TO NORTH. 5. ALL ACTIVE ADULT HOUSES ARE TO BE SERVED BY PUBLIC WATER AND SANITARY SEWER. 6. CONSTRUCTION IS EXPECTED TO COMMENCE IN THE SUMMER OF 2004. 7. THE RESPONSIBLE CONTACT PERSON FOR THE INSTALLATION AND MAINTENANCE OF THE EROSION AND SEDIMENT CONTROL MEASURES DURING CONSTRUCTION IS JOHN D'AMATO, 1-860-535-0859. ii. CONSTRUCTION SEQUENCE — STREET AND GENERAL SITE WORK. 1. GENERAL INSTALLATION AND CONSTRUCTION PROCEDURES. A. CONSTRUCTION ENTRANCES SHALL CONSIST OF CONNDOT NO. 3 STONE PLACED ON A GEOTEXTILE FABRIC. MONITOR THE CONSTRUCTION ENTRANCE CONTINUOUSLY AND PLACE ADDITIONAL STONE DRESSING AS NECESSARY. SEE DETAIL. B. SEDIMENT BARRIERS SHALL BE INSTALLED AS SHOWN IN THE DETAIL. THE BARRIERS SHALL BE INSPECTED PERIODICALLY AND AFTER EVERY STORM. REPAIR OR REPLACE ANY PORTION OF THE BARRIER WHICH IS NOT FUNCTIONING AS INTENDED. REMOVE ANY ACCUMULATED SEDIMENT. C. THE LIMITS OF CONSTRUCTION ARE DEPICTED ON THE SITE DEVELOPMENT PLANS. THESE REPRESENT THE LIMITS OF CLEARING, GRADING AND EXCAVATING. CLEARING OF THE SITE MAY BE COMPLETED ALL AT ONE TIME. HOWEVER, GRUBBING AND STRIPPING OF TOPSOIL ARE TO BE COMPLETED IN SMALLER AMOUNTS IMMEDIATELY PRIOR TO EXCAVATION. ON—SITE BURIAL OF BRUSH, STUMPS AND OTHER DEBRIS IS PROHIBITED. D. STRIPPED TOPSOIL SHALL BE STOCKPILED IN THE AREAS SHOWN. IMMEDIATELY PLACE SEDIMENT BARRIERS ALONG THE DOWN SLOPE SIDE OF THE PILES. IF THE PILES ARE NOT TO BE MOVED FOR AT LEAST THIRTY DAYS, THEN SEED WITH THE TEMPORARY SEED MIXTURE. E. DETENTION BASINS ARE TO BE INSPECTED PERIODICALLY AND AFTER EVERY STORM. CLEAN OUT ACCUMULATED SEDIMENT WHEN IT REACHES ONE FOOT IN DEPTH. 2. ROAD CONSTRUCTION AND DEVELOPMENT A. INSTALL THE CONSTRUCTION ENTRANCE. B. CLEAR AND GRUB THE AREAS NECESSARY FOR THE INSTALLATION OF THE SEDIMENT BARRIERS. INSTALL SEDIMENT BARRIERS IN THE LOCATIONS SHOWN ON THE DRAWINGS. C. CLEAR THE AREA REQUIRED FOR THE CONSTRUCTION OF ROADWAYS AND DETENTION BASINS. D. GRUB THE AREAS FOR THE DETENTION BASINS. E. CONSTRUCT DETENTION BASINS. STABILIZE THE SIDE SLOPES AND INSTALL TEMPORARY RISER PIPES AS DETAILED, THE RISER PIPES WILL REMAIN IN PLACE DURING THE ENTIRE TIME OF CONSTRUCTION UNTIL THE PAVEMENT HAS BEEN LAID AND PERMANENT GROUNDCOVER HAS BEEN ESTABLISHED. F. STRIP AND STOCKPILE TOPSOIL IN THE AREAS SHOWN. G. BRING THE ROAD AND SHOULDERS TO FINISHED SUBGRADE ELEVATION. H. PLACE STONE CHECK DAMS AT A 75'f INTERVAL AS SHOWN ON THE PLANS. I. INSTALL UTILITIES. SEWER LATERALS ARE TO BE INSTALLED TO 2't BEHIND THE CURB LINE. J. PLACE THE BASE COURSE OF PAVEMENT AND THE CURB. K. INSTALL THE GUIDE RAIL. IN THE LOCATIONS SHOWN. BRING THE SHOULDERS TO FINISHED GRADE WITH A MINIMUM OF 4" OF TOPSOIL: SPREAD SEED, LIME, FERTILIZER AND MULCH IN ACCORDANCE WITH THE PERMANENT SEEDING SCHEDULE. 3. FINAL CONSTRUCTION MEASURES. A. PLACE FINAL COURSE OF PAVEMENT. B. REMOVE ALL SEDIMENT BARRIERS AFTER PERMANENT GROUND COVER HAS BEEN ESTABLISHED. FINE GRADE THE AREAS AND SEED AS NECESSARY. PERMANENT SEEDING SCHEDULE (UPLAND AREAS)— SEED MIXTURE: CREEPING RED FESCUE 0.45 LBS PER 1,000 SQ FT REDTOP 0.05 TALL FESCUE 0.45 TOTAL 0.95 LBS PER 1,000 SQ FT FERTILIZER: 10-10-10 APPLY AT 7.5 LBS PER 1,000 SQ FT LIMESTONE: APPLY AT 150 LBS PER 1,000 SQ FT MULCHING: SPREAD HAY/STRAW OVER ALL AREAS AFTER SEEDING. USE 1 1/2 TO 2 BALES PER 1,000 SQ FT. TARGET FOR 100% COVERAGE. ANCHOR BY USING NETTING OR TRACKING AS NECESSARY. HYDROSEEDING WITH SEED, LIME, FERTILZER AND FIBER MULCH IS ACCEPTABLE. SEEDING RATES SHALL BE INCREASED BY 10' PEFaCENT. PERMANENT SEEDING SCHEDULE (WETLANDS AND ADJACENT AREAS)— SEED MIXTURE: NEW ENGLAND CONSERVATION MIX APPLIED AT SEED SUPPLIER'S RECOMMENDED RATES. MULCHING: SPREAD ONLY NON -SEED BEARING HAY OR STRAW. FERTILIZER: DO NOT APPLY FERTILIZER OR LIME. SEEDING DATES (ALL AREAS): APRIL 1 THROUGH JUNE 15 AUGUST 15 THROUGH OCTOBER 1 WHEN SEEDING DATES CANNOT BE MET, SPREAD MULCH AS DESCRIBED ABOVE. TEMPORARY MEASURES — SEED MIXTURE: ANNUAL RYEGRASS 1.00 LBS PER 1,000 SQ FT MULCHING: SAME AS ABOVE SEED AND MULCH ALL EXPOSED AREAS THAT WILL NOT BE BROUGHT TO GRADE FOR A PERIOD IN EXCESS OF THIRTY DAYS. THE RESPONSIBLE CONTACT PERSON FOR THE INSTALLATION AND MAINTENANCE OF THE EROSION AND SEDIMENT CONTROL MEASURES DURING CONSTRUCTION IS JOHN D'AMATO, 1-203-535-0859. THE MAINTENANCE OF THE PERMANENT CONTROL MEASURES WITHIN THE PROPERTY SHALL BE THE RESPONSIBILITY OF THE HOMEOWNER'S ASSOCIATION. z c c c t s 0 s C -+ i Z s i f f" +� <