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P_ - _4 � m �,rp, I I - r"', _ ,-. ., -_ I i "' I 4 . ­ - 1-__- &_ 4N_ �` 7-l,:7_- :i I" 1: ,r4, .2 1 � - I ,Q,, --q ,w _K/� 2M.-4 , 71- , j 41 V_ - 11 I - . I . - I - J,f _71-71-- -,z- ` - , 'Z- -',7-'-'-' 111� -----!Y,, - , 1r; 'I � '27- 1 :7 __ 1;��1;7_ _1, , 1-,,� _/ I 11 N __1' <� -4, , ' � / 71, - ' , w '�%--­,_� --i". �, 9, , �__ I __' I' I \ , \ , ,. ' ,,- . - j \ NQIE L 'k '�� , 1� * I , , - f,/ , , 01 --,-. TR ANII S 11 - ;, " _ I , �: �__ . � I ­, , o- , ,_ - / / I '? ,77_� ////// / PAb I w;r I/ I I., ) Ilk 4 1 I . -1" // //// /I z l 71 1 SEE OTHER PLA - A "'ek"//, IZZZ �11­11. I �` _ _.- _-11", I ^­ ­,� AND SEDIMENTATION __ i ____1 `1 . '�1_1� , I ­ Z 7177,71, f (E&S) CONTROL ONLY. ) - N, """, �11 4 ­_�, � - / FI 77, '7,II � //, / / !111.1;o_ _r'l ;�q I P, - 1. THIS PLAN IS FOR EROSION " ,� I - � \ - / " / - 7, " � '* "I , ,//////Z-- 1 11,117; / , / / - 7"--- "I-, - I x I � ,; � �'x � t , , jell".", P x - _% ,� ,�, / � e- 1", \ "-,It I f / 4-1 'y �­ K. "" 11I -I- I ._,�_ k k --� "', INSERT (TYI / IIII� . 1%_11', �' 6 -,f , I ��, _� I k, ..;;�� 1114- 1 . 0 �11�, w -.-.-) N, \ aftomwe" N --. -) " $ � "I , , . ­ 1, -% KI I ,:��_,,�,- ­, . Q " $ , � I ", . - - 11 1. TH THE TOWN PRIOR TO INITIATING ANY -1 - _III�1- � - � . t k- 0 'I-,' 8u,rLb,rt,4"3 / .. �� - ..I- %�'! _'l,l .. -, - �, . ENTS OR REPAIRS TO ---I- .�_<__-- ­­-, " -­-, . �", `�,__,' I 1, �% , "NV /11 1; I I I / 2. *E C - � ��, �,�Z . ;N k 'k � . (' ANCY / I \ \ , z"a N REGARDING ANY ADJUSTM ,,:�:��- �, , N G .1 "'Al . 1 A53, / SITE WORK. THE CONTRACTOR SHALL NOTIFY THE TOW __­ , '--,. '--`,�, l 11. � I .11 - j SILT CURTAIN AT /1, . I , �4 �', I I I I -n , _­­ ­-, � " "I I �_� � \ Q ,,�, , U / 4' � , �1_1 B I 1L b IN Gr 1 1�t ATION OF ANY WORK. THE CONTRACTOR SHALL PROVIDE TO -"%.,- 1% .,�__`, ­ \ Y'F�,% . � LOCATION OF '?, `11k%��l " EROSION CONTROL MEASURES PRIOR TO THE INI , ", �� N H 11 , I ONSIBLE FOR -11%.--, I _,_�/, \ r, -: - - - -_ /4 ,-" � AND MAINTENANCE OF - \7 I �, k�,, �_,___ " I , , / THE TOWN CONTACTINFORMATI THE INSTALLA11ON `�­ - .. � t 1'� � 114�� , , . FOUNDATION REPAIR , \ ,,,, �� �,, ,�,, , - - ,� ,1�� I ­ _�&� . . _"� , _ / // , _ % ___ , 'I', :"� � - _��__= - ki�� ;41- � ., ��z ZZ4/ -- - - �, i e____;mr_ %. ­ � I 21 I II 11 ­_ 4 I v \ , `-.,,2a _-, ,��', . "' I ,�, I \ - -a, ,_ ,�,, i, I __ ;zm . ,�� - -�, - , _,�_ Z .C"-:_Z�,II , ., " \ I - _e�� / I " a , � I I I` ," . 'N _r \ "* .� - III EROSION CONTROL MEASURES. - . , "",� ,,,, I - . 1�. I ",_ .. - _z -, 1�", ,,_____1 . 111. '2 ­"' " ,� 1-1 -1 L ' . I- �,�- --Z;�o _4 , , ,,, � , � - ". � - _/ A. - ­ , � 11�4 v - - Xz/ . / I A, , , I' 11 - . K; 4`l -PLACE AND H I - --qw 11�_ . a -: A \ t I / I , '� ir � - - ty �1:4�,­, 4� AVE BEEN ",&__�' .", --k � � " �� _-, . / � ,�,!�j �� / _/ - , :�e,.,,j " , I - I r _ l t1--, I �jlvt�-,- I/ T -./ z ',� - , � , I "'k ----n . ? 3. DO NOT PROCEED NTH THE WORK UNTIL ALL E&S CONTROL MEASURES ARE IN � Zzz__/_�_/ � - �_` � - - . III I _ 11 " ") :� _z I I Z, (�,��_ 4-4. ZZZ � �q �_,, x I _� I - .1l, _�, -Q11 - L Ir I -_ ., - .- 111uI ��,� I , , 1, ,_ , I . "'.­-�-2,4 1"IL -_ -1 I - �_ I - 9-,-- I a 11 .1 ____ L 1-5- 11" g �', - "' - " - ,,�, 11_.�, , ,I, I �� le��11 / Y/ , , / , - � ­� - .... . "I. - � - ):, s 12� �__ , I., -4, ; , e!�_ , ezk / /z / , -/ , �ezlzz��I_z / / �A� � \ ", - e� _z 'N' % ., ! I � ", s _% , / , � � Jo � ­,�/ - k��� 7 . �� _/ I c _�z � INSPECTED AND APPROVED BY THE ENGINEER. . I z V_,�%�, , - z ,,f A -- "I oIiwzwwf111 - _z - ,___ _z , L,zz��/ / I �, ,. " ', "-, , __ \V \ , _1� .��-, ,� " - , , -, � 4,4 ____ �� / /,j I ,� - -, " - � __ �/ � - I , - , � ', - -,, - I Ell 11 - . ,6IIo�l' / / 1��e ,,, � , I _Ilrt­_�� - 1--, ,]p _�6211,j_L_.,__..44_.c4_", =::�� Z , , , , W; - 4� - , 1� , I .� - 4>,", "I �14 ­,�, _____;��11 I I . __-, I I -� ­ __._-_-_L___ � _', f- - . 11 - - 4. - ­ w , 1;1=1 I =___ ______ I """.- ", ­ - __ _____ ... - "I ___ __ ­- , I—— ­ __ ____111 ___ I- - .1 �- A , 1, I -,, I.,. ____.._-__,z ��-_4K=:_- . � � �, %� ____111 __ . ____1L_ -e.- _��__ , 1, -_ -_ mmfth""=_mw� __­ - I el - ­,_ I _­=5wwmwmm_, mmmffmwwmw___mmmmmw�___,. . -�,p �11,�, I "'�, __1, �_ __�, ,__�_ �_,__ ___ "I !­_ __ "' "�_, , ECIFIED HEREON ARE I , , - 1z . e, -, - - " / , -;!,-, �, , THE MINIMUM REQUIREMENTS FOR E&S CONTROL AND ARE SHOWN IN -� \ "' A�� - ,_ - " ��__ ---.,I. 1i _4,vvxj_L ,4 :;� , _ ,�,-Z/-,f�/���/rv�t--,r-.,/--.6.6.--,,6.-.,./,.O, - t - , _// ­ , I'I��=��� __,_41-1 , GENERAL SIZE AND LOCATION ONLY. THE CONTRACTOR IBLE FOR ENSURING THAT ALL "`�, \ -, "N , - . -, _ 1,;,_4p�ftu1111_­*&zw, 11 11 ­ ,_ I 11, , __ - _-, ",� -z- - I 7 7� ." �--- . _,� I/ I 116 1, .- - L I - -, Z , �. �� m �_ - - w -:,:; � - -1 I _., ::>, tIr CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION 111._ N , -,(-,j -71s*%* ..- \ " SURES ARE CONFIGURED AND Ill: I \ - ZI., ..-I---- . Ax _1/ ,-- I A1101 "' - - - lzz:,�. � . ., ­ 111 02 -_ jEI :z__ ---, "�4�­­wwkm-w�,- ,;x_l \ __1. -1". �'_`N ----,, I \ - 7"W7�___ '. ; ,,,, ,-"I ND OTHER POLLUTANTS TO S. \ I,-,- _,�. 'I-,-' -� 1� _,� :"", ), -1 ­ 1. ­ ­ __­­ r 11 \ � OF SOILS AND PREVENT THE TRANSPORT OF SEDIMENTS A -,;:W� �-_ - -40-Ir / -1 ,.�Imn� '.., , !, \ -.11, 0- . .. - _� 'l, � -110, �91 1-1 I ., - "I , �_ _-___ , r" loal-o � , -1, � . /, I- I 1:, , " " z % I "'�� - 1, S T E P 55 '�, - AS REQUIR N AND SILTATION TH \ �, �__� I I '? j� I ,-, ,,,--._�-EDN`�_ �__Z,j-_,_,_, � Z> 11 PROVIDE ADD11IONAL E&S MEASURES - _� - /, " �,­­­-­­-,%_,---- � ,..,­ 1-010-444_11 ECTED BY THE OWNER OR THE ,- ­--�,,� __&yl��'r - kz-y '% % -?(`� 1/t__ ___ ____ _ / \ \ -`1 '1 _ '�__ ,,,,,, ,-,, -1 I "', 'Lo TRUCTION AS CONDITIONS DICTATE AND/OR AS DIR % I 1-1, III` __ . � / / /J- __,��­i-,'3�4'z,, kv-­­ liiill V . � ,q,� , I .r� 1- 11 I- -_ .. _�-'z7- , -.-- 14 . , .4 - ,__., - I .1, -1., 111iIIIIIIIW1-&*1' mz�­ - "" �,10�,_ ,� I— - ,�t, ,�=!:�fj t, ,1 � 1% '"o �"__ " I V I ". -,x ,11 ENGINEER. � / _�_,`,,,, -�, 1� % ( 18- 1, I _`____,�, - 1� I �_, 4%% '1\1\\_ f'4----� � , ". ki. � 1. — _f , _41mm - ­-,"_ .f _1 \ ­ `1 ,�,: k P_)SL. . I / ramitr ==�_"_..____,_ \ ,. ��­'­ I 1,� �­lp& z f .;�_91:;,�_'. � "I 1_1_�._4 - -I1,_ " owommowl", - ?i��6,v ..-,, 1�11­1 - � - * ." " �_ -_ - ­ 1-1 -7-t" �-�----�, - " --.1-1, I � __1 I N\ � 4, ',%��, ER THRO KE ­­�. 11�1 ­-- _, \ I %1l, - _/ _11/ ­­ _�____�' K ,;��_. _____ _ A - 11 �flz_15170,_%_ft 1�1 01 -1 ­ 1�%,,_ L,,'j�, 'r,", A �\ ONGOING MANN 'A, , _� .. � �, ­-1"ft"wm-"s I - , 5. MONITOR AND INSPECT ALL E&S MEASURES IN AN THE TRAN "_­-1--_�, ; ftftmftft N, 4� _ ��'j .I.." � -, L_�,::,I I , I �i_lz ."j, I L ­­-, ­_,,V,1111�� , �­_._ I fS , - ,�ot �l 16, � mo_% �, A,� �, , IM` % - - ­--_,____-,_--`­ . , ,� "I -#I, ; /Z,-,�, _.�k �1. - ­t,� I / I �%� -Y I � _­_ I - , - I _1.__,_- 11 1/1 411 \ � �, 'A I � -_�­_ Q ­ W " --- -:7:-7 - 11011�' . ­­ / R .- -1 " �_" , ;, ��,,rpl "'fi (1�e . - ,. ­ ��, , , I I t4, 10 - 11-� ,!$,4 k / =1 ��,,!�, I �� 0,1_ .1 , - I 'k _ � � _� �, - ___ . - " 1� -111 I I 1, ,� � F, 'y -, . �11 __11 -.90. cr, / � '.-­, "-- .1 � " , ,\, , X� � - - , SOILS AND PREVENT %44 `1 `��_ - \ 1. 11 1". - , - diu__ 1 l, ­­ `;��'1'1­1'1'�,_`,�"_ _­_ I , V , , - ,IMIZE EROSION OF "JA __�-_= "" ? K - � ", / &-­- ­­ - - () — "I S, AS REQUIREDo TO MIN ��:�.�- ,�,,__, ,___ 31.__�._ OURCE AREAS. ,;��,,,, - �, 20 POLLUTANTS TO ANY RES \ / ­-­­----�,,,,,, ftft4%� I "'It ---- - _��_, ., ,�, � ; � + . � , - ; _iwL I . ,�, " 'cl "� - // , - , � ­",� C -.I--- 7." --,,,,,­" ) I ­ 1. ,�Ij_, ) _,� - ��� r I �? Z� �'77 e I � " __-, I I 21 - I % I \�\ yi'�, ­ � 5 , 1�,��l - _ . i 1110- �l ,j .� ,fz% . � - EON SHALL CONFORM 1-1 . .,) l, iti� I _�, -, I I 11 b, t N G, 1, '�1121 - ,�. i A -1 x.11 4 � "I'll �", -_� I -,/ -,,:, I -, -- 1_____11 x RUI I I ,� �, I ",.- - A LeAll", I i- - f I- � , t e " % , ­ � Ne M ­_­" __1 *� I .- r1tj­; I , I I 'i .�'A \ % I'll, 1-1" I \ A CUTI 2002 'CONN 1�_ 1, 4*,_----`,qq ­, li � 4 ___ - �_ � i- 6. ANY EROSION AND SEDIMENTATION MEASURE IMPLEMENTED BEYOND THAT SHOWN HER - ,_ �Am __ ,r) t , ,.,� ,-,,,-* " " _­111�, I/ \ / I If " I �L ", , EC11CUT GUIDELINES I m �! % - � FOR SOIL G "1___1_11�_1_ - - I � .. -Co. �` " , - - __4 " - Z. "I �t 4. �V� - ,- \ X�1� � �� TO APPLICABLE SECTIONS OF THE STATE OF CONNEC11 _111", 1�,,.�� . 100 YEAR 41* \ " 1___1 ,�', 41 I llk� % \ - I ,"I I I ­vW -11 % '1% � - __ gZzt I- . - \ "' I I , 1 '4 � , __1 - -I ,/ v Il' 1�e_ ,'i, - 14 - I v / S)\ <--; - v . * I k`11, --, w" -`4r%.._, '% *%, f-11 t�! I ,�', N I - 0 ,., , , L, - I ,� T k11 \ � 't - I � r 1 _III i I �le / . - ,,-, , - � ,,,t4 EROSION AND SEDIMENT CONTI 11� �_ FLOODPLAIN (1)?) \ ­_ ,_ - I U��% I ` z I? - �110 , � I V -,;, -1� \ I-,-- - I , ____ �­_� _( �� � Zz!�, � N, . �1'111�', i - - 1_-_11' f I Z .-_e, \� '---- .� f V I ,_ � .:2 V- ,/ I ­� iei .A I � i'Y k" 1__*1 ffil � �, I I . , 'I A _L , '-----,,, / I -z- � �' � I -1 1, ,0- � I ,,, -V��,A ,\s ^��" 'I/i:1 "" xk,\\\ �,� v I _��_­ " -,, ,__1__.1 , VItu" " N M 'pj'a",� � , , i , - - � il SHALL BE SUBJECT TO EROSION AT INCLUDE A MINIMU I -,,,,, 1� i I / , � . , ," j,_,j , ,4-,-,N, rj _,�,,q 0 - 1p. k" 1, , 7. ANY STOCKPILED MATERIAL -,�,,� 1_�%Ip �� .,,� � � t M �/ � I 'I \\ J . W. V -40 ',", , �', ,"A \ \ / T", . I �11;h -k -- �t V, �� gA -o ___ I . " I STOCKPILES IIII, - ` * � v i 11 ". _­­ 22 6 -' il gh - , 1 "n � - , . . . . . � ,",- '�­­__,_­" OF SILT FENCE OR HAY BALE BARRIER. COVER ACH WORK DAY. -, �- , '___1 "I, I ""---,. - ix - -, - , ,\�, ,I(/ 1141 ----- ... - " I � I � -, I '1� T I � , A , - , ", N'l I - &, , R X" ,, I ; ____ -I' ­ _T/ I I. , -� - ', � ­ - . 2 I- /\ I i z 4w ? / -1 J� I- . i Ov. -,. I WH M-1 , -,-- ;Y "I, 1, \1z i 11 i if -l' \ WILL BE /,' " it , , " __ / / �­ 2- � . ALL EXPOSED SOIL I f, I � ,Ii. it, : - / 0 - .� %. %,�) I I I I - -//-7-/. - ,/I -��, . I --,,- . I , ,�j "a, z � 1"-1" y "�� - 8. PROVIDE TEMPORARY SEEDING WITH MULCH ON DING WORK. `�,`__,' j f � Al� A - JA A llt� A N5 - -Ii 1, X. � � , , -1., I - �f * --- - ' I— I Yl I., d - -" y -----,,' --,,,, --, ---- ,,, --- -71, r ; 7 Z , z ,A- , , I , \ E CO V E tR k '-��\ , I --, "."�-,", -, -�, \ , � ) 1 -4 - I _,l , , ii \ I ,� , ­ V __ __ , .1 l �,\\\,-,-�, d A I -.', " 11�. \11 / // I I ULCH WITHIN THE FIRST 7 DAYS �, ,�_ � I F v //7/ � . _/'� \ ,�\ I 11 - i / '17" � ;%e-.,-- , t�'Awt --.; ,?I 4 , N 721 - I -1 f 4-11 �_A I 11 T1IONS �o / 00I . - _", ­ - / - . � ,� \ \4v ,� , _�A­­-, A/C z I -) �a . �J, I __ � - 11 �R,_.;5?1-771 ­ ,916 ' J , Z -, �­ . ,7'1� �\ 11 ,`A , , -1 -1. '�, _� _k - -- I II ,,-,,, - ------- FF1=29.8!) / �'. ,r "� '- Z � X, , - �/ I , �,`­ `717- 1.11 � \ , ;i ,C I OR OTHER FACTORS, PROVIDE "'l- -,, -'k,' --,, 1�. `_-, f, K 7XI - �,� , , VN � % -"I- __II,__I`. I -1 I � , � 7 1 1 ­ - _.X�� ,/I , , , %, ,\ \ WHEN SEEDING IS NOT POSSIBLE DUE TO SEASONAL WEATHER CONDI NG, OR ­_, t,uf i " -7 ___', �11, \ I . I . 1, � I— �z I / - I—- ,,�­. I __r",__ - �vl-_. I - ­ - ____ � 11, 1� -, .4 �3 ___.�,, l-,,, , 11�. _�N__, I--,. ?.1 L 40 - ,,, "'i %, . _ "i ,. � T AS MULI WOODCHIPS, E N -"---" . 1,", 1-1 ­ . _.�, � � I , - 1_____=x____ 'j __"'____ . �j I 11 "� '_� 44� _K, I ­ -1 , j, , . , I , \ � INI It __ i, f. - flj,,�,__04 _______111j. _11_--­­� I N ,% '__,,,�, 1-1 ", - � � __ , ­�, -,, "A .1,� i I '__1 ",,I,� 1-1 ...... I UILDIN -, ,,�.,�` ,� � � I , P, - " T I V ,� ,� , - I . 11 ,�--4344 IIII --;;�o t�� , I I I 1-1 -, -11, I I � ,__---- SILT FEN ­ / -1 ' I '�' '� ". '_ � . 11 I _,"", ��., f% .1 . I M217 A--, R A AA P x�k r, .� (VERTICA � � EXCESS OF 3 (HORIZONTAL) TO 1 L) SHALL BE STAB "11 -11, -, ---,,, `--,� "� . 11 .11 . � 1�"_ _�, 1411,17-1 _ _===m ___ 9. ALL TEMPORARY , " , _,� _��__ , --�, 11-1 � . == \ ILIZED WITH 1.1, 1, - -\ x &,�,- , , 11 tR11 �­­ ,,� � k - CE (TYI WIL / \ I I - -_ - K2, 11D.- N& I SLOPES IN - , I'- - ____ . � I - ,--- , _ _.,l _ I e ­�N \\ �, ,� 1. -1 -,,. f - , 'A . -, I '�_`l'l __�,, _�. _�_, __11 ­__ '-,,,� � ) ---,- / ­=;� ­=*-, �v ,,, , 11\ \ �\ � 41 � EROSION CONTROL MATTING OR APPROVED EQUIVALENT. .'4.1 - "__-, - �� .... L_,., �I _,'�j a,Q �%�,�,, \, �, 1, . . I ,e , ) �� , � I -,Z":<,'�_ -,, , ." --- -,, 1;��_ �_11 I --- 01- / ____ � " il . . & 11 I __ .2 � __ � Z 'o-',%, "'I"(" . lk - I . - _/ t j - t��Vll, 'III 4 ", 1� _ ", _� ><� .1 t If -, _____ " 1% \1% % \� \ 11 \ 1. �, I �, � _1 2 9 r 'A V `_ -­�, -1--, _ � � � ; k '�' 1� 10. NO RUNOFF SHALL BE ALLOWED TO ENTER ANY STORMWATER SYSTEM OR EXIT -l"II, `1 ,;�b � �,,� ",,,,I,� ,-, .." - i - - Nfl_ 'k Ilk "I I I-, , I I . " , - It '11114 . I., \ � Z" I - - 1`. I , ,.I\ )"M ­ ­ - -;&.' - 1_� � _... - 1-1 , 11,,, '-.,, ,t ­ _: -, ---______1 Ilk � .11 -, "'�, ,�k. ­-,,,,----�,'-- -- , ---,, *?a, ----- / �&'_ , _r_- FFL t _ � THE SITE PRIOR TO "a" �,.--__, '--- -,,,- l<>,,,� 1, 1--1 '�_,, *%% "I,'.' " _� , 7_1;�� I',- 1,. Nw '� LIZ- � I I ,',, �_ __�_ 4wo ) -,, 0 wl�_ HED m - te, �Il ,?'��e C-) -- �, ,..- 0 ­­. ��_�, � , 11 �_� __)1_1 -, - / 10 I 111'�", I I ) - \ ,%� v� - j- - I\ ,:,,-, , �_ -1 � � 1I`1------- I ;;,", ` lk ,4�1, 6, _"� �, - 1�1 1_. 1_`II . _', "`�` 1� - p- p < I .0 'v_ , �� ,--,'--, , *___,� ___ I 0" s / I ..---t , v, / ", 1- ,�_ �, l, A � I � �-I*t" .�'- - TREATMENT FOR SEDIMENT REMOVAL I—-, ­�,� "-,,1_1 �,____, , I-, 1� - 4 __ %*Ik, N, 4 -- _,_� 1�,,,�,, '. .�, -l", ".� --,, `­_ "'. _­�, \"------- - - � N, 1 �, �,, /"t""�l":!!:r-.-"-�14-�---- I - "�, 1--_ /I \ , %, , 'l_ U'r --1--__ 1,jT__.____ _­­­­­� I I, I W THE ACCUMULATION 1_� - �, -,,, 1,�_ ��\ ,�, Ik� I I . 1j"T 1111__--______1__-_--- I ­ \ 11 THE CONTRACTOR SHALL MAINTAIN A CLEAN CONSTRUCTION SITE AND SHALL NOT ALLO 1_. �,�, --,�, I "N _ 11, _1 - 0 .,, 4N­­­,-z.r- _7 �K­ - "Ill 11_�, 5 - ---,, ---, , \ - ______`_1+ j-- � ��,,,,�, - ,� I v � " 6 ,., . .__, "1 � . - - - � � . . ALL ANED ON A DAILY BASIS AND THE SITE `_�' I I—, I-,- 'o -,,, , -," ,-,, 1*1. a � __1_1. .1 /&_ - _ __ ,� � � . , '_� ,� ,e ,,,,� , �,� I'll I � I . I I 11 �1: _1 % %\. IL \ , I , . , I I lk� 11, - 1�1 � ­� �­ ­ - � � '. I SHALL BE LEFT IN A NEAT CONDITION " 11"I", �1� I ____ -::�_, '---.., �_­_11 I . _`_ . - I - . - --- " * 1), -I ) \ � I -� _e ` I �,I- -) l lk qj -,, ,,, 1�_. - I /' "k � '_�, "I.. ---,,, �, _� . - / , 11 k � � 1, -�.',, � 11�_, -�,,, __� - 10 'E CX 001 E __ 't- ft, ". I I ­,,, 111�_ _:� , -_ -_ -_ __ _-, -_ __ "L r., / I _�I�q OF RUBBISH OR CONSTRUCTION DEBRIS. 1�_ 1`1__,�, - ` "-- / / l� . � _,,", __ ,�, pi, ­­ ­_ PC" \ �' I - AT THE END OF EACH WORK DAY. 1_� II 11'___�'­� � � - �­ _.­��_ ­�`l, "_­,,�-.- ,,-- " /I 0 1w , -, ---�, " ---, --- -,,,_ � - _-, ­­.­ --�__,�, --,-,, - -- _. t_':-�, �,� � I �� I- I ,, I �. _�, � , __�11� ". t: A I P; �r-&_ Z4, / ze��l Y / " 44 � N f "l., ��,-� 1� mm� mw� jmm� � � � / , �; --,,, =mmw-=mmmmv_,jmwm!r_ I I 11", � � � � � _,�-T­ i7�91 11 S TO AVOID THE SPILLAGE OF F __ Y_ 1-11 � mm� u� 2� � d� � � mv. -, 'r , _. ­ "I �_ , / 0 � 12. TA T , - I _:z _"-w7)f_" 1 ---r -Tor _­ �r I _:� I— '. ". _y _ �Z,�/ __11 -__ ,� � _z - — -4. �rT_ � " -, �/ ., �_ �e �, , ./. - � 18 1-_ ". 'I- --"/ 1-4m,,3­­:---Z�­,�k 1-1 ,----,. -__ '--1. �� �___, __ - -,��__ . � _-1 - -I--"- ,� '. . ON, CONTROL, AND RESPONSE. -- -, -"�- ..-d.,- mr-r�m -0,7!r- lmw�_ --1w,­"T--, --,.r-- ,,il�,.'- - - - , �, TO ALL APPLICABLE POLICIES AND REGULATIONS RELATED TO SPILL PREVENTI " �� i 4���,,�!. ..;� - . 13. FOR DUST CONTROL, PERIODICALLY MOISTEN EXPOSED SOIL SURFACES WITH WATER AND MAINTAIN ADEQUATE I , MATCHLINE - SEE SHEET C-1 A I LEGEND MOISTURE LEVELS. IEMETEARY E&S MEAS 0 MAINTENANCE SCHEDULL . . I D ON TO THEM, OR AS DIRECTED BY THE ENGINEER. I � 00I 14. SWEEP ADJACENT ROADWAYS IF MUD OR SOIL IS TRACKE KING OF SOILS OR SEDIMENT OFF OF THE . I SHOULD THE CONSTRUCTION ENTRANCE FAIL TO PREVENT THE TRAC I PROJECT SITE, A WASHING RACK SHALL BE INSTALLED ALONG WITH APPROPRIATE MEASURES TO COLLECT MAINIENANCE MEASUSES SCHEDULE � mmm� mmm� LI RESULTING WASTEWATER. . . � _Y'0'_IIIIIII����� - CLEARING LIMIT ", , , , - \ __ \\ ��_111 I,` 14�1 , ­Z�\_,!�yz,_:- - 1__�,:_1.___, \/ / FILTER SHALL BE INSTALLED AND CLEANED/CHANGED PER THE FILTER INSERTS IN CLEAN CATCH BASIN GRATE, REMOVE . WEEKLY & WITHIN 24 HOURS 1�', t 15. D ' STRUCTURE INSERTS I RAINAGE UNITS SHALL BE INSTALLED COMPLETELY AROUND INLETS OF EXISTING DRAINAGE SYSTEM SEDIMENT/DEBRIS FROM FILTER INSERTS DISCHARGE I n IN n a a - SILT FENCE � M OMMENDATIONS. AND PROPOSED DRAINAGE NO RUNOFF IS ALLOWED TO ENTER DRAINAGE SYSTEMS � - - . I WITHOUT FILTERING THROUGH THE DEVICE. RESHAPE & REPAIR ANY OBSERVED DAMAGES DAILY MEN EXPOSED TO . - - - - -_ --*— - SILT CURTAIN WATER BARS rmt% .0. uAlrulk] I I I I . 1. CONDUCT A PRE—CONSTRUCTION MEETING WITH THE OWNER AND ENGINEER PRIOR TO ANY CONSTRUCTION ACTIVIITYI 2. INSTALL CONSTRUC71ON ENTRANCE(S) AND PLACE SEDIMENT BASKETS IN EXISTING CATCH BASINS. 3. INSTALL PERIMETER E&S CONTROLS AND REQUEST PRE—CONSTRUCTION INSPEC,nON FROM THE ENGINEER. 4. FOLLOWING THE ENGINEER'S APPROVAL OF INSTALLED E&S CONTROLS, COMMENCE CONSTRUCTION OPERATIONS. 5. AT THE CONCLUSION OF CONSTRUCTION, COMPLETE THE INSTALLATIION OF POST—CONSTRUCTION SITE STABILIZA71ON MEASURES. I AY MODIFY THE SUGGESTE TI ENCE INDICATED ABOVI . PROV11DED A REVISED SEQUENCE IS SUBMITTED FOR REVIIEW AND APPROVED BY THE OWNER AND ENGINEER. ACCUMULATION REACHES APPROX. HALF vr-n[%OLX- lr%f% I _____ — . I HEIGHT OF WATER BAR GENERATING A DISCHARGE I : L-- I-- I-- I-- I- 1--j- I- I- f - HAY BALES I I 0 - CATCH BASIN FILTER INSERT I � � HAY BALES/ SILT REPAIR/REPLACE MEN FAILURE OBSERVED$ WEEKLY & WITHIN 24 HOURS � - � FENCE BARRIER REMOVE SILT WHEN ACCUMULATION REACHES AFTER STORM GENERATING A DISCHARGE 1* -'_'.*-*-'-'-*-*-*_*1 - APPROX HALF HEIGHT OF BARRIER . I . . ......... . *. ". *.,. *. . TARP TEMPORARY ENSURE TARP IS SECURED OVER STOCKPILE AT DAILY . . . I . STOCKPILES � . THE END OF . I LE LOCATION (CONCEPTUAL) . . CONSTRUCTION . SWEEP PAVED ROADWAY ADJACENT TO SITE WEEKLY . I I . ENTRANCE ENTRANCE AS NECESSARY, REFRESH STONE AS . � I NECESSARY, REMOVE SILTED GRAVEL I � I I MOISTEN EXPOSED PERIODICALLY MOISTEN EXPOSED SOIL SURFACES . DAILY I I � SOILS . . WITH WATER ON UNPAVED TRAVELWAYS AND KEEP -1 . � . TRAVELWAYS DAMP . MATCHLINE ® SEE SHEET ®1 o0 a. ^- ��>.,�. — _� "aka®� w .,, a •a, �, .... �.. ,x.-..-+«. d� `�, �"' p.. �,,,>, =x> _..3 w..,...�.,,.-_•.' .- a... ;,aa. a s,°`U,... ..aa� $ y ..�' Y .y 'Y�., {�`^ka.,.� •ra.,,a ar_ <S:sgw ;� 9y, 'r.,.,:. � ,,,+>y.. r>,�. ".'c s'a;� '9, i a �4b' f>j /} � Toni— LP �w, S ' •'{a S '� `i'r�. "=a:�c. v*�ya' a.. ✓ $'. "+c.. ,'.i, .' «te4 a. �a _: _ymq .,o- -:vim �.. � `§ Y ( �' +n i r£ 'sa •.ah, _.� ^.ars, � ...# e«��:v"i r 'g's 4-sx,� Ks -x, .r x. r: - v ,. a �Pa�"�m. �� •="xe "�;4'`�'a_ '�a`r, � =„E. ��,,.,,t� '�,• ...,:.e,r:.� ,� :�:,,• d� t� `«w ,a,�' --4, i - .,a<a...-ama^ 1 L"9j` CATCH BASIN FILTER 3 Z-7 a a y x '.ry INSERT (TYP.) ;�;w. % "�. � k,,,,R �y ��"«.r•'»,..a�,x..,..v..au..,.sti '_.' "'m<'< `"tea.. 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'�• 5g # b"'y,a �' qL '✓�m> 3.49 § 100 YEAR FLOODPLAIN°4a. § �R�f 1 tea• � -:, �§. .� *�, _ �. ��"`<� � �5 � ;•� '� ( ✓ a ' 3 e TYP. Tia wm` '� '`°, `� I �. 'i i =•-� L � y � � yeas � a � 1 iv 14 � r J 6564 S� �A ask.7<.:.t�,,.«..<i '>'.s�strai" d ' ♦ 3 _ e u PP fw ./ is ev. ''@ aye +>� e4 •sa .a. ,S he>.:ssxi>sis,a�.z.,.�aa? :..., ',w..>.,rr.a:=ti .wvr«,. ..w........n ..ua a .rx,.+. < ..eyn......:....r. a q •+.e i 4Tkf�'}`!i '+Yh $, •'"s „Y 2 ..nw-K• �.scw. .a.<..+�le , a. r , ,y3 ����;.4'`"rte' ,•``'�'a A�:. � �% � "�,��4� �..,.'°�d'4 �<�. .....: �. ,a.�,•. ......,... y�' ��^�.S'" r� ......aay..vhs e�:a.r".r• av,b er. I uceuas..v xrxr. .,. § .sr r r.r .<•`" a r Tl— wsgpr x„�is tf •"a�' � '�yaaa> �-3nrrarn.»�a 7 a ,,� SILT FENCE (TYP.) ', I a; LIMIT OF WORK (TYP.) < LEGENDL ® — PROPERTY LINE — LIMIT OF WORK — CLEARING LIMIT — SILT FENCE — SILT CURTAIN .. - .. - .. .. .. .. .. — HAY BALES ® — CATCH BASIN FILTER INSERT — CONSTRUCTION ENTRANCE — TEMPORARY STOCKPILE LOCATION (CONCEPTUAL) EVISED PLANS' 1 1 14pil) TF --,75M A1% z R&D BITUMINOUS 5TAAH 44 CONCRETE PAVEMENT TF=7519 PROTECT STONE WALL SAWCUT PAVEMENT TERMINATE WATER CONNECTION; COORDINATE WITH SERVICE PROVIDER R&D 4ETAL BEAM RAIL; SE5/SHEET C-3.0 FOR LIMIT OF REMOVAL <',9Nc, 4, r4 1 V R&D SIDEWALK AND CURB W _k"ej FL:z56,68 SAWCUT SIDEWALK R&D GRAVEL LOT R&D SIGN /00, PROTECT EXISTING DAA` RETAINING WALL EXTENDING FORMER 3 NORT�I/OFF­CORNM OF % "X* BUILDING IA VAI PROTECT RETAINING WALL WALL Clzz 24 Q )Nc AS REQUIRED TO SPAN OAK R&DWALL-10-24-n­ EN1"RANCE TO BUILDING *Am 6611 BELOW GRADE XR opq PROTECT RETAINING WALL R&D CONCRETE RIP-DEHRIS 0.9on WAII /00, Vid 6 .10 9 1 .2411 13ASE 5yc. rA R&D DRAINIGE STRUCTURE R&D CONCR§TE PAD A -pb:49 LIMIT OF WORK (TYP-) A tell P f05 T `-—AREA "-waft R&D FLAG POLES R&D WOODEN R&D STAIRS RETAINING WALL v 15 R&D CONaE-lE,_._ - ___ I CONCRETE WALKS----- Z7— TR E E bN TP, PAD, FOOTINGS, _$ - - - - - - - STAIRS, AND PAD� STAIRS, AND RAIL TP-IFE ­ � nlrwrolu4zr lip 5 -16 � 0 MkE P. < PROTECT EXISTING WALL %% R&D SIGN R&D PIPE R&D 40 D., /,-", -k, ALIERNA INVERTERS REMOVE WALL TO SUBGRADE AS PROTECT REQUIRED TO PLACE GRAVITY BLOCK R&D ELECTRICAL RETAINING WALL Ep� EQUIPMENT R&D METAL STAIRS R&D WALL TO 24 `­ONcc� —COORDINATE NTH PROTECT J9 R&D OVE-RHE-AD #LITY 43e, WALL (SHEET C-3.0 & C-4.0) Y., BELOW GRAD PROTECT WALL 44 ::28 Mw BITUMINOUS ES, SERVICE PROVIDER OVERHEAD 4:) -N-T--- WIRE TO U-;rl- GAT CONCRM"PAVE 13 KE 'N� R _f�' REMAIN m GUY TO REMAIN TION OF BUILDING -—PROTECT -POLE - 120 TO BE REMOVED Ole Al (TYP.; SEE ARCH. 10- FROTECT PLANS) R&D GAS LINE; N" -A" . R&D INTERIOR STAIRS AND' COORDINATE WITH UTILITY POLE A' bloms _ I 1 4 WALKS (TYP. THIS AREA) arvr% AND GUY WIRE R&D IRANSFOR I SERVICE PROVIDER 4 TO REMAIN 1. CONTRACTOR SHALL N011FY tALL BEFORE YOU DIG" (1-800-922-4455) AND VERIFY UTILITY MARK -OUT R D CONCRETE WALK AND ALL R&D GAS METE AND PAD; COORDINATE WITH SERVICE & COORDINATE WITH R&D CONCRETE PAD WITH. THE OWNER PRIOR TO THE INIIIA71ON OF ANY SITE. DISTURBANCE. OTHER SURFACE FEATURES N Ey WITHIN THE COURTYARD R&D SHED AND V w SERVICE PROVIDER PROVIDER SURVEYS, FIELD OIL TANKS TERMINATE GAS 2. THE LOCATIONS OF EXISTING SITE FEATURES AS SHOWN HAVE BEEN OBTAINED FROM MAPS 10 iU BUrl-OING CONNECTION; I I - I 'l. i IN'SPECTIONSs AND OTHER AVAILABLE INFORMATION. THEY MUST BE CONSIDERED APPROXIMATE BOTH TO 70 v. PROTECT RETAINING COORDINATE NTH PROTECT CHIMNEY LOCATION. SIZE, AND AS -BUILT CONDITION AND ARE PROVIDED FOR INFORMATIONAL PURPOSES ONLY. THE nONS. MY WALLS TO REMAIN SERVICE PROVIDER CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING ACTUAL FIELD CONDI .J m R&D CONCRETE SWALE; 2 3. IMPLEMENTING WORKER SAFETY AND/OR HEALTH PROTOCOLS THAT ADDRESS COMPLIANCE WITH RULES, LAWS, PROTECT BUILDING FOUNDATION AND REGULATIONS PERTAINING TO CONSTRUCTION SAFETY AND/OR THE POTENTIAL AND/OR ACTUAL RISK OF V 41 LL EXPOSURE TO SITE-SPECIFIC PHYSICAL OR CHEMICAL HAZARDS IS SOLELY THE RESPONSIBILITY OF THE PROTECT WALL rN � �11 11-." %m 7. 7 3 WAL,L CONTRACTOR. 14 % OF THE LOCA71ON AND NATURE OF ALL 4, 19 4. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFICA11ON OTECT BRIDGE PR R&D ALL. UTILITIES ta D BY THE WORK. COORDINATE NTH '74 STIEP5 SUBSURFACE UTILITIES AT THE PROJECT WHICH MAY BE AFFECTE ABUTMENTS Typ UIRED. SI RESPECTIVE UTILITY OWNERS AND PERFORM VERIFICATION OF E, LOCATION, AND INVERTS AS REQ lu'i -0 INTERNAL TO THE UNLESS OTHERWISE PROTECT WALLS PROTECT HEADWALL INDICATE" TECTURAL DRAWINGS FOR ALL DEMOLITION AND/OR PREPARATION WORK ASSOCIATED WITH THE -­ - - i 1 7801 T-YP.)—. 17 18 All 4 SEE ARCHI ROTECr E ft % _�A 775E INTERIOR OR FACE OF THE E 0 XISTING BUILDINGS. Pi 5. ftftftfta I �l 5) 1V v G/ 8. PROTECT ALL IMPROVEMENTS NOT INCLUDED IN THE SCOPE OF SITE DEMOLITION. ANY IMPROVEMENT WHICH //79 K Z AMU - IV* Jo ,_PR0rTE'CT TREE; SE9 k 1_0N CLEARING y 'lei 8 IS DAMAGED SHALL BE REPAIRED OR REPLACED IN-KIND TO THE OWNER'S SATISFACTION. 1 b fly PIGRUBBING PLA Xl TILITIES (UNDERGROUND AND ABOVE-GROUN D) SHALL BE REMOVED AND PROPERLY DISPOSED 61 i 7. �V ALL EXISTING U 6 'A� MIt" W 7 (TYR.) PRIOR TO THE TERMINATION, ABANDONMENT, OR REMOVAL OF ANY R&D STAIRS; ARC LANS k� C8CL THE OWNER/OPERATOR OF EACH UTILITY AS REQUIRED. w w lV__ p, COORDINATE WITIJ '440 PROTECT RETAINING OF, UNLESS OTHERWISE INDICATED. WN 0 TO UTILITY, VERIFY THAT APPLICABLE NOTIFICATIONS HAVE BEEN MADE TO THE UTILITY 0 ER/ PERA R AND WALL R&D DRANAGE OP n V'l 2 THAT THE UTILITY HAS BEEN PROPERLY TERMINATED, CAPPED, OR PLUGGED AS REQUIRED. COORDINATE WITH el� 'N IPE 0 Apil oc, APPR X R&D ALL PARKING,,. �AD WIRE TF=2 ,A/\ SIGNS THIS AREA ? SAWCUT SHALL BE A MINIMUM 727 1 - 4 / \ - 8. PROVIDE PAVEMENT SAWCUT AT THE EDGE OF EACH PAVEMENT REMOVAL OR PAVEMENT RECLAIM AREA TO R&D OVERII PAW AIC , 6, , i ESTABLISH A CLEAN EDGE W"ERE NEW WORK WILL MEET EXISTING PAVEMENT. -Av A Us RIECOVEPty "T Art 17722 9. DECOMMISSIONING, DISCONNECTION, REMOVAL. AND DISPOSAL OF AIR CONDIT! 'Aj V R&D TRANSFORMER AND A OF 12 INCHES FROM EDGE OF PAVEMENT REMOVAL OR PAVEMENT RECLAIM AREA. A&D MECHANICAL/ iVjjjb� V 'Ali rA, 11 L EQUIPMENT (TYP E R&D N%NG FENCE V CONDUCTED IN ACCORDANC E NTH ALL APPLICABLE DEPARTMENT OF ENERGY AND ENVIRONMENTAL �A ONING EQUIPMENT SHALL BE TINGS R&D RAMP & N, VI PROTECTION AND U.S. ENVIRONMENTAL PROTECTION AGENCY A/C PAD; COORDINATE Ll U IL. t N G REQUIREMENTS AND/OR REGULATIONS. EXISTING STAIRS RAN) v % WITH EVERSOURCE AND ENTRIES TO ..... x R&D STAIRS AND A Njm v'A'a 10. ABANDON ALL WATER WELLS PER CT DPH REQUIREMENTS AND ALL MANDATORY WELLS PER CT DEEP 4'� BE REMOVED; SEE LANDIql� V�N REQUIREMENTS. ADDITIONALLY, EACH WATER WELL AND MONITOR WELL SHALL BE DEMOLISHED TO 12m BELOW ARCH. PLANS mw R&D UTILITY POLE PROPOSED SUBGRADE. PROTEMUILDINGS R&D RECOVERY SYSTEM STERS A, (TYP. - SEE ARCH. PER CT DEEP R �Al FIX- ............. --- UNLESS OTHERWISE INDICATED, ALL DISTURBED AREAS SHA . .. . ...... LL BE RESTORED WITH FOUR (4) INCHES OF LOAM, R&D TRANSFORMERS (3); PLANS) REQUIREMENTS —u-1 UT------.. SEEDED, FERTILIZED, AND MULCHED. PROVIDE ADD111ONAL EROSION CONTROLS AS REQUIRED. COORDINATE NTH . . ..... E 2" 12. SEE CLEARING AND GRUBBING PLAN FOR DETAILED TREE REMOVAL AND PROTECTION. -V, J R&D U11UTY POLE rz: EVERSOURCE R&D EXISTING OVERHEAD 13. SEE ARCHITECTURAL DRAWINGS FOR DEMOLITION OF EXISTING BUILDINGS. TE " TH R&D )LE WIRES; COORDINA APPROXIMATE LOCATION I I WT 1�0 T-ANK, SERVICE PROVIDER OF EXISTING WATER HEADWALL WELL - SEE NOTE 10 SMH R&D UTILITY WIRE P PROTECT �N TF --61.15 MONITORING VAULT mw U13UlY CONIAM M216 I I �_ I` - INV=49.55(IN) R&D PROPANE TANKS; ", ­ 'i SAWCUT PAVEMENT I I ENT EVERSOURCE ENERGY GAS DISTRIBUTION, COMPLY WITH APPLICABLE �4OKEN INV=49.35(OUT) A SPECTRA ENERGY OPERATING COMPANY PAD THIS AREA • GAS B If R&D MISC. CONCRETE PA VIL-rotq STANDARDS AND REGULATIONS MW A cl-lb, T R&D PLAN TERMINATE EXISTING WATER BED • ELECTRIC - EVERSOURCE ENERGY LATERALS; FIELD VERIFY tj (I PROTECT MONITORING • WATER - TOWN OF MONTVILLE WATER POLLUTION CONTROL AUTHORITY • SANITARY - TOWN OF MONTVILLE WATER POLLUTION CONTROL AUTHORITY • TELECOM/DATA - ATLANTIC BROADBAND, FRONTIER COMMUNICA11ONS �i; UNLX_aj ­_ 1 V7 INDICATED (TYF. sls R&D CURBING R&D BED R&D PAVILION AND q., FOUNDATION /J ALL OTHER UTILITIES R&D WOODEN IRS INTERNAL TO THE SITE, AND PLATFORM UNLESS OTHERWISE F INDICA TED (TYP.) R&D CONCRETE PAD R&D BITUMINOUS R&D CURBING fly, k - AND AIR JNC. ;71V OND 110NING UNITS; 1'r �l lPr 141? SEE NOTE 9 R&D PLANT BED SAWCUT PAVEMENT CONCRETE PAVEMENT (TYP-) R&D STAIRS TING PROTECT EXIS R&D WALL PROTECT EXISTING WALL ......... - - - - - - 'X tOhL.N_QRTH SIDE �71 OFSHED Gel "k '5 LEGEND - PROPERTY LINE - LIMIT OF WORK SAWCUT PAVEMENT ............. LIMITS OF CLEARING 0 - TO REMAIN AND BE PROTECTED - TO BE REMOVED AND DISPOSED R&D - REMOVE AND DISPOSE - PORTION OF BUILDING TO BE REMOVED (SEE ARCHITECTURAL DRAWINGS) RANi M5� 1/01RILL HOLE M215 'I A Ail' A WELL (TYP.) LOCATION WATER WELL PER CT 2 7 4,441 DPH REQUIREMENTS F31T. 411-1, PORTION OF BUILDING GOWEMOVE PAVILION AND PROTECT UTILITY POLE TO R&D CONCRETE PAD; REMAIN TO BE REMOVED (TYP.; PAVILION TO REMAIN R&D BITUMINOUS SEE ARCH. PLANS) PROPERTY OF OWNER CONCRETE PAVEMENT PROTECT CB TO BE CONVERTED TO DMH; SEE SHEET G-4.1 REMOVE EXISTING UTILITY POLE; COORDINATE WITH SERVICE PROVIDER ...... 0000000 SAWCUT PAVEMENT N., REMOVE EXISTING OVERHEAD -1", CTRICAL SERVICE; COORDINATE SERVICE PROVIDER M A7CHLINE SEE SHEET C-2.1 1A I REV- ISED PLANS HET 6-066 e� MATCHLINE SEE SHEET C-2. -41 PAN .® �. 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P • :i'fF7Y-r .vvx. ass,.. ete...se.a.s:.tTrti4 .<. .. yt�"s $ ' a s 9 i r• i. • • • 4" 5 t' 3 s yy �,,.� �� -� °� � .. a•r�r� a � ... �"� •�e� s. .,s. �..:..a.a.e....G.... .,ss°.e.,.w rcrr°r :: r kr r=r ... { a smommmm {$ .. s�.:.. .r. r ' 42 PINKROWj �. 4 ,,� ���r-,,d 4}"� �<•,.s _: ..s<........�.c�.k..w .+" ", ' �� $�a gra• IN NV= ♦ U N C SVI LLE y s CONNECTICUT CLEARING & GRUBBING' PLAN SOUTH OCTOBER. 12, 2018 1 10/21/19 DEEP REVISIONS PREPARED FOR: DAKOTA PARTNERS, INC. 1264 MAIN STREET WAUHAM, MA 02451 I I Alf,LEQEND GROtiP s PROPERTY LINE B)kj t > . - LIMIT OF WORK 300 Winding Brook Drive — LIMITS OF CLEARING Glastonbury, Connecticut 003 860 652 8227 — CLEAR & GRUB C� 2016 BSC GROUP, INC, 0— PROTECT EXISTING TREE SCALE: 1 30' REVISED PLANS — R&® EXISTING TREE REVISED 15 30 60 FEEr FILE: 8 3549 00—CLRG. DWG DWG. NO: JOB. NO: 83649.00 C-203 t rw CONV H i 29098 r FRANCIS J. VACCA, P.E. N®. 29Q98 0XUf""B0X010FTS 42- PINK ROW IN UNUMVI LLE CONNECTICUT LAYOUT PLAN (NORTH OCTOBER 12, 201 B 1 10/21/19 DEEP REVISIONS PREPARED FOR: DAKOTA PARTN ERS, INC. 1264 MAIN STREET WALTHAM, MA 02451 B -"C GRoup i g 300 Winding Brook Drive Glastonbury, Connecticut 06033 8606528227 C 2016 BSC GROUP, INC. SCALE: 1 " 30' 0 15 30 60 FEET FILE: 8:364900-LM.DWG DWG. NO: JOB. NO: 83649,00 C-3 ou OROPOSED MBR Z1000 #V7.2 SITE SIGN C 01 I L POTENTIAL FUTURE BUS SHELTER PAD (N.I.C.) BITUMINOUS CONIC.. STAIRS PAVEMENT CONC. WALL BEHIND STONE RETAINING WALL PARALLEL SIDEWALK RAMP (TYPE 1) REMOVE EXISTING 7Q:4 MBR 141TO END OF RAIL AREA BEHIND GUIDERAIL SHALL BE FREE OF FIXED OBJECTS 6'H ORNAMENTAL FENCE ALTERNATE 12.5'R° --B END ANCHORAGE 10"H CHAIN LINK FENCE TYPE 11 ALEA BASKETBALL HOOP BASE BID s PR.OTECXISTING WALL IERNAlt" REMOVE EXISTING WALL AND CONSTRUCT EMBANKMENT ---WALL-,----,-...---,---,, (SEE EMBANKMENT WALL NOTES) • �v ,.t.4 ONSERVA ONS =MIA 1ER A4 I CONSTRUCT BASKETBALL COUP CHAIN LINK FENCE AND AMENITIES AIJERNATE I:MLE-- L qp WN s♦i��oeo�e♦� AN gw F.0 - JIM �pnffk or g LPN' T11 01"! M �►e•.-� ., .. .ra ,.. ,, ' ♦ e � �♦♦e i"WASWU MA NZA �� MA NAF Lv� "q , , look �zwd I I 12wi i 0w, M-1 �4.1 a 111, FARM' 50eoeeo♦ , R.'=41MA-16, �, eee►♦♦�;� ee .♦fill I "'Agra .:.. �� Old, Will N �� eoeoe♦-- .. es 45401 t',.. ♦eco.►. ... ♦eeeo FA ♦os1h WIA, ♦♦oe MASONRY • � -. ee♦ ✓ +s►♦♦ a♦♦e 0"Mm♦eee-� mom o►e♦ems--:oe►►• BLOCK WALL .1 K!X I z FS, __-- - e�► �e� .e♦ a A.� V , � ��� I& RAIS N�mw 6 % VAP BIKE I We A h"WA 2 A KS METAL FA MA 1=5 OVA OVi, r rr r e A I RACKS ------ IVA♦ k"WAMA BENCH !,W. *8 91 # I OR R 1: A � ,, , , I ■1Jw -1 '. PLANTED AREk OR ! m NVOW0,5"ISM Aw., IVAeee MA MA ■201111 ": ; WWII*, SEE PLANTING Qk SONRY 'T MA "0 Fw WA 1A BLO NER MENTAL P mqrjw I x #8 H ORNA 3 NA X 6w CK 6# MOW ME A, STAIRS gem®r" VICE RAISED M T -A), STAIRS AND VA MA I& WALKWAYS 'llV PLANTED 0 L�gezzz---------- r_.. -....' J eee . ALTERNATE NUMBER DESCRIPTION BASE BID ALTERNATE BIDe♦ ♦♦f...� .oa..♦e♦ eo 00 PROTECT WALL, CLEAR, GRUB AND REMOVE ENTIRETY OF WALL TO ♦eee 6'H ORNAMENTAL REMOVE RUBBISH AND HYDROSEED HORIZONTAL LIMITS REQUIRED FOR FENCE RETAINING WALL DESIGN AND WITH CONSERVATION MIX CONSTRUCT EMBANKMENT WALL, oe♦♦ i - - -. *EXTEND CURB TO BASKETBALL COURT PLAN REEERENCE BASKETBALL COURT AND AMENITIES;♦ jHE PA\fED 0, C-3.0, L-1.0 SEE NOTE 21. CEAKOFF ADJACENT ♦eo♦ •e��eoeeeeeoee♦ow�''`�►-►, ` :TOVie♦♦j*'e,,,`fie♦♦♦eek♦e,�♦��►e♦e♦e�e...� ,. •� BRIDGE PLAN REEERENCE 0V 0, C-3.0, C-4.0 CONSTRUCT SEWER EJECTOR PIT AND IN LIEU OF SEWER EJECTOR PIT, eoeoie♦♦eoeoi•♦e-♦-... ♦.►..... . eeeee♦ee♦e♦♦oe♦ ♦eo�eeo►♦♦♦♦♦�®..... :.. .. ►�► ►eoee♦♦oeee♦♦oe eee . -2 ASSOCIATED AMENITIES, INCLUDING CONSTRUCT GRAVITY SANITARY LINE FORCE MAIN THROUGH BUILDING ACROSS PINK ROW NORTH OF OXOBOXO BROOK TO TOWN MAIN SANITARY SEWER ELAN REEERENGE C-5.0 PLAN REFERENCE C-5.0 1. _ __ ___ _ _ _ _ __ _ eoeoeo♦♦o♦eoeee♦ .. . , o eeeeeoeoeeoe♦ee♦e♦• CONSTRUCT PERMITTED LANDSCAPE CONSTRUCT ENHANCED LANDSCAP_ oE DESIGN DESIGNp ����►o: .eo-ee♦o♦♦eee♦♦eeoo♦� '..♦e♦♦e,�e.��,00♦♦♦eee'��eF er�♦of ►eee►♦♦eeoe„e,.o..eeeoeeeoeoe�►o,o,. -♦eeoe . PLAN REEERENCE Pe♦♦oeooe♦eco♦. a ,.� ...,♦�►♦ oe♦ee♦�►o�►♦,.e,♦.� . ♦♦♦oeeeoee♦eeoe♦♦♦eoe♦e♦♦Deo♦e♦♦eee♦e� ►e �♦tee ♦♦ . eee, LAN REFERENCEo♦o►►�,.� �,f,♦r►e♦ ..eeoeeeoo♦♦eee♦♦ a ..r.�e♦♦ ■fie♦ ENHANCED♦Deo♦♦.� �.���►♦,�•*-o•!♦!.! e♦eo♦♦♦♦seee♦eoee♦ie♦� ►♦ ..;,.;;♦e -►off i !j!e!e�♦!•!�!•*-♦.oe♦e♦♦ee♦♦♦eeeee♦ee♦ ®off � �e�®. �e♦��e♦ _ �eoeoeoee♦♦eoee♦♦ee♦f �._. �♦o,�.�o� __ __ _ _ _ _ _ _ __ __ _ . . ' .. .^� e♦oe♦ee♦eooe♦ee♦ .. ee ♦esee♦♦eeo�► ► ♦ �i♦♦ecce♦Deo♦ f e•ae.►oo� L-1.0, L-1.2 L-1.OA, L -1.2A LANDSCAPING NO IRRIGATION INSTALL IRRIGA11ON FOR ALL NEW LAWN AREAS, ORNAMENTAL PLANT r PLAN REEERENCE BEDS, AND TREES (NOT INCLUDING CONSERVATION SEED MIX) IRRIGATION ELAN REFERENCE ►eoeeeeee♦oa♦♦ i. ! roe♦♦� ��e♦♦.►gee, o.��.e.!e♦♦eeeeee 1 r ♦� ♦eo ,, .►_eee�ee♦♦♦ see♦♦�-�►♦♦ �►-moo,., ►e� �r�e�♦♦ kWI�o♦V . . . . . . . . . . NOTES: 1. NOTIFY "CALL BEFORE YOU DIG" (1-800-922-4455) AND VERIFY UTILITY MARK -OUT WITH THE OWNER PRIOR TO THE INITIATION OF ANY SITE DISTURBANCE. 2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND NATURE OF ALL SUBSURFACE U11UTIES AT THE PROJECT WHICH MAY BE AFFECTED BY THE WORK. COORDINATE WITH RESPECTIVE UTILITY OWNERS AND PERFORM VERIFICATION OF TYPE, LOCATION AND INVERTS AS REQUIRED. 3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY AND ALL DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THAT PORTION OF THE WORK. 4. THE LOCATIONS OF EXISTING SITE FEATURES AS SHOWN HAVE BEEN OBTAINED FROM MAPS, SURVEYS, FIELD INSPECTIONS, AND OTHER AVAILABLE INFORMATION. THEY MUST BE CONSIDERED APPROXIMATE BOTH TO LOCATION, SIZE, AND AS -BUILT CONDITION AND ARE PROVIDED FOR INFORMATIONAL PURPOSES ONLY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING ACTUAL FIELD CONDITIONS. 5. THIS DRAWING IS INTENDED TO DEPICT THE LOCATION, LAYOUT, AND MATERIALS OF CONSTRUCTION AND IS INTENDED TO BE USED IN CONJUNCTION WITH APPLICABLE SPECIFICATION SECTIONS. 6. IMPLEMENTING WORKER SAFETY AND/OR HEALTH PROTOCOLS THAT ADDRESS COMPLIANCE WITH RULES, LAWS, AND REGULATIONS PERTAINING TO CONSTRUCTION SAFETY AND/OR THE POTENTIAL AND/OR ACTUAL RISK OF EXPOSURE TO SITE-SPECIFIC PHYSICAL OR CHEMICAL HAZARDS IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR, 7. UNLESS OTHERWISE INDICATED, ALL DISTURBED AREAS SHALL BE RESTORED WITH FOUR (4),I{INCHES OF LOAM, SEEDED, FERTILIZED, AND MULCHED. PROVIDE ADDITIONAL EROSION CONTROLS AS REQUIRED. 8. ALL, SIDEWALK SHALL BE SIX (6) FEET WIDE BITUMINOUS CONCRETE SIDEWALK UNLESS OTHERWISE SPECIFIED. 9. ALL CURB SHALL BE CONCRETE. WHERE CURBING ABUTS CONCRETE SIDEWALK, IT SHALL BE MONOLITHIC PER APPLICABLE DETAILS. 10. THE CROSS -SLOPE OF ALL SIDEWALKS AND WALKWAYS SHALL NOT EXCEED 1 IN 48 PER CONNECTICUT BUILDING CODE. 11. ACCESSIBLE ROUTES SHALL COMPLY NTH CONNECTICUT BUILDING CODE. LONGITUDINAL SLOPE SHALL BE LESS THAN 1 IN 20. CROSS SLOPE SHALL BE LESS THAN 1 IN 48. RAMPS SHALL COMPLY WITH CT BUILDING CODE, REF 2009 IBC SECTION 1010 AND ICC/ANSI A117.1 2009 CHAPTER 4, SECTION 405. 12. PRIOR TO INITIATION OF CONCRETE FLATWORK, SUBMIT PROPOSED CONSTRUCTION JOINT PLAN TO THE ENGINEER FOR REVIEW AND APPROVAL. COORDINATE SUCH PLAN WITH THE JOINT PATTERNS DEPICTED ON THE DRAWINGS. 13. UNLESS OTHERWISE SPECIFIED, MISCELLANEOUS CONCRETE PADS SHALL BE CONSTRUCTED PER SIDEWALK DETAIL 14. THE DIMENSIONS SHOWN ON THE PLANS, INCLUDING THE INTENDED DIMENSIONS OF THE WORK, MAY VARY FROM ACTUAL EXISTING CONDITIONS IN THE FIELD. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASUREMENTS TO VERIFY ALL DIMENSIONS SHOWN ON THE DRAWINGS AS WELL AS OTHER DIMENSIONS HE MAY DEEM APPROPRIATE TO FACILITATE THE COMPLETION OF THE WORK. N011FY THE ENGINEER OF ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THAT PORTION OF THE WORK. fill Willi - 1p, 15. ALL NON -ACCESSIBLE PARKING SPACES ARE 10' X 18". VERIFY OVERALL LAYOUT AREA WAY,• SEE RAISED METAL STAIRS DIMENSIONS BASED ON THESE DIMENSIONS AND THE NUMBER OF SPACES INDICATED. ARM PLANS AND PLATFORM % LA FIELD -ADJUST OVERALL LAYOUT DIMENSION IN CONCERT WITH THE ENGINEER IF REQUIRED. -p ly SEE SIGNAGE AND PAVEMENT MARKING PLAN FOR STRIPING DETAILS. tAl METAL, BENCH 16. DIMENSIONS INDICATED ARE TO FACE OF CURB, PAVEMENT EDGE, EDGE OR CENTERLINE OF V IMPROVEMENT, OR AS OTHERWISE NOTED. N (Typ 17. ENGAGE A CONNECTICUT -LICENSED LAND SURVEYOR TO PERFORM LAND -SURVEYING SERVICES REQUIRED, INCLUDING, BUT NOT LIMITED TO VERIFICATION AND LAYOUT OF BIT WALK 7Np. BASELINES, PROPOSED IMPROVEMENTS, DIMENSIONS AND ELEVATIONS. REPORT 1. Vl DISCREPANCIES TO THE ENGINEER. k 18. PROVIDE FOR THE LAYOUT AND STAKING/MARKING OF THE PROPOSED LOCATION OF ALL GAL CONCEPTUAL PLAY PARALLEL SIDEWA PROPOSED •SITE IMPROVEMENTS, INCLUDING FURNISHINGS. OBTAIN ENGINEER'S APPROVAL STRUCTURE AND SURFACING OF THE LAYOUT PRIOR TO PROCEEDING WITH THE WORK. RAMP (TYPE 1) SHOWN FOR REFERENCE B.ITUMINPUS ONLY (N.I.C.) 19. UNLESS OTHERWISE INDICATED, LINES ARE PARALLEL OR PERPENDICULAR TO LINE FROM % iyAVEMENT PARALLEL WHICH THEY ARE MEASURED. BIT DUMPSTER PAD DRAINAGE SWALE SIDEWALK RAMP M. AND ENCLOSURE; (TYPE 1) THE SOUTHERN 20. COORDINATE THE FINAL CONDITION OF THE SLOPED AREA ADJACENT TO SEE DETAIL STONE DUST PATH PARKING LOT TO ACCOMMODATE SNOW STORAGE, DRAINAGE OFF THE EARTHEN MOUND, N AND SLOPE PROTECTION.SPLIT RAIL V COORDINATE FINAL FENCE 21. PROVIDE DESIGN FOR BASKETBALL COURT WALL STAMPED BY A CONNECTICUT LICENSED SLOPE CONDITIONS (SEE NOTE 20) -STRUCTURAL ENGINEER. _71.-.., %­jz % EMBANKMENT WALL NOTES (ALTERNATE I); 1. THE CONTACTOR SHALL BE RESPONSIBLE FOR THE DESIGN, DETAILING AND INTERNAL STABILITY OF THE SELECTED EMBANKMENT WALL SYSTEM. 38 % 2. DIMENSIONS AND REPORTED ELEVATIONS SHOWN ON THE PLANS ARE APPROXIMATE AND MAY BE ADJUSTED TOACCOMMODATE THE MEN=* SELECTED EMBANKMENT WALL SYSTEM. 7 3. PRIOR TO THE START OF FABRICATION OR CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A DESIGN PACKAGE MATCHLINE - SEE S HEET C'3.1 (WORKING DRAWINGS, DESIGN COMPUTATIONS AND CONSTRUCTION SPECIFICATIONS), STAMPED BY A PROFESSIONAL ENGINEER (WALL b. DESIGN COMPUTATIONS: DESIGNER), LICENSED IN THE STATE OF CONNECTICUT, WHICH SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: e THE WALL DESIGN SHALL BE COMPLETED IN ACCORDANCE WITH THE LATEST AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS. a. MOKINQ DRAWINGS: a THE WALL HEIGHT FOR THE PURPOSES OF DESIGN COMPUTATIONS SHALL BE THE MAXIMUM WALL HEIGHT AS SHOWN ON • FULL PLAN VIEW OF THE WALL DRAWN TO SCALE. PRIMARY WALL FEATURES TO BE SHOWN INCLUDE, BUT ARE NOT THE WORKING DRAWINGS. LIMITED TO, THE FOLLOWING: BEGIN/END WALL LOCATIONS, WORKING POINT LAYOUT, CORNER DETAILS, AND DRAINAGE FEATURES. *THE WALL DESIGN SHALL INCLUDE EVALUATION OF SLOPE STABILITY. • FULL ELEVATION VIEW OF THE WALL DRAWN TO SCALE. PRIMARY WALL FEATURES TO BE SHOWN INCLUDE, BUT ARE NOT * THE WALL DESIGN SHALL INCLUDE EVALUATION OF TOTAL AND DIFFERENTIAL SETTLEMENT. LIMITED TO, THE FOLLOWING: TOP OF WALL ELEVATIONS, BOTTOM OF WALL ELEVATIONS, WALL COURSE DIMENSIONS, WALL STEP LOCATIONS AND APPROXIMATE FINISHED GRADE. o DETERMINATION OF THE LATERAL EARTH PRESSURE COEFFICIENT SHALL BE BASED ON RELEVANT GUIDANCE CONTAINED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS. *TYPICAL AND DETAILED CROSS SECTION VIEWS, ,AS REQUIRED, DRAW TO SCALE. PRIMARY WALL FEATURES TO BE SHOWN INCLUDE, BUT ARE NOT LIMITED ,TO, THE FOLLOWING: DRAINAGE FEATURES, UNREINFORCED CONCRETE LEVELING PAD ALL REQUIRED WALL DESIGN PARAMETERS, INCLUDING THE NOMINAL AND ULTIMATE BEARING RESISTANCE OF THE SOIL THICKNESS, STONE PAD THICKNESS, WALL COURSE DIMENSIONS, SOIL REINFORCEMENT DETAILS (INCLUDING TREATMENT AT SHALL BE BASED ON RELEVANT GUIDANCE CONTAINED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS. ALL CORNERS), FINISHED GRADE AND BACKFILL LIMITS. ADDITIONAL GEOTECHNICAL INFORMATION REQUIRED BY THE WALL DESIGNER MUST BE OBTAINED BY THE CONTRACTOR AND WILL BE CONSIDERED INCIDENTAL TO THE COST OF THE SELECTED EMBANKMENT WALL SYSTEM. PLAN S • DETAILS OF PRIMARY WALL COMPONENTS INCLUDING PROPRIETARY DESIGN DETAILS FOR INTERLOCK AND SETBACK OFREVISED SUBSEQUENT WALL COURSES. • DRAINAGE DETAILS FOR WALL BACKFILL INCLUDING TREATMENT OF PIPE OUTLETS. • MATERIAL DESIGNATIONS FOR ALL MATERIALS INCIDENTAL TO THE WALL CONSTRUCTION. • DETAILS OF ARCHITECTURAL TREATMENT AND/OR INTEGRATED FENCING FOR PEDESTRIAN PROTECTION, IF REQUIRED. AS • ANY SPECIFIC CONSTRUCTION CONSTRAINTS INHERENT TO THE SELECTED EMBANKMENT WALL SYSTEM SHALL BE PART OF THE FURNISHED WALL SYSTEM. STIPULATED IN THE DETAILS. SPECIFIC REQUIREMENTS FOR ACCOMMODATION OF ANY EXISTING, FIELD DISCOVERED OBSTRUCTIONS (SHALLOW BEDROCK, UNSUITABLE MATERIAL, BURIED UTILITIES, ETC.) SHOULD ALSO BE INCLUDED. PREPARED FOR: DAKOTA PARTNERS, INC. 1264 MAIN STREET WALTHAM, MA 02451 B'" C 300 Winding Brook Drive Glastonbury, Connecticut 06033 o. 860 652 8227 2016 BSC GROUP,INC. SCALE: 1" = 30' 0 15 30 60 Fru FILE: 8364900-LM.DWG DWG. NO: JOB. NO: 83649.00 HEL M'0 6566 LEGENQ ® PROPERTY LINE - LIMIT OF WORK ® CHAINLINK FENCE - ORNAMENTAL FENCE - SPLIT RAIL FENCE -® CURBING ® DEMOLITION SAWCUT x x®x.-ixx x X -X --X- - MBR TYPE (R®B 350) BIT - BITUMINOUS CONC. PAVEMENT R ® RADIUS CC ® CONCRETE CURB EOP ® EDGE OF PAVEMENT > ® DOORWAY ® SEE ARCH. DRAWINGS ® PLANTED AREA LAWN UNIT PAVERS MATCHLINE -SEE SHEET C-3.0 1 A 6 56 """F ",69 9V D 140L, t p eo,,­ Elf."N JJ -1/ _3 4 A y it A" 12.70 J4 V T 9,03 ....................... ..................... 64 A IS, `7 �57,07' , 4 (A .............. L 9 ........ . ................................... ....... ..... ......... D' ............. ...................... ......... .... ......... .......... ................. . ....... -- V JL N/F . .............. 0 f CIV % t z ... .. 7 7 -, - ��771 BC71 8 D 8586 8065.30 .70 0i.. ........... z - TC44(00 7't �-- ....... 50 N,,r` F M1111"".1 JIANG I N`6` 1`11,IJ I J 6610 C4&91 501015 ij, a 7 7 AZ Sit 'Meow % IN. .2 -7 4,7__ ftftft y ­ ,n_ J --V........ -77 im C3 b"O, % 47 4a T', 61 " "" 1,7" i i- 50 4' t9 W A ........ .. 5117 $1 42. 51:14 SC41.50 ...... 42.60 q TC47_00 �4 FF -4Z L91 tq # 91 J1, 42. D J, zz ..... . .. . '--t2 FF -42 �q 41-91 'a )0 U % % 77 - ?V lot H _z! lot? At . .......... % Rom. .. ....... - - - - - - - - - - - - - "CALL BEFORE YOU A, SHALL NOTIFY ...... 1. CONTRACTOR MV -33.20 -800-922-4455) AND VERIFY UTILITY MARK -OUT WITH THE DIG" (1 OWNER PRIOR TO THE INITIATION OF ANY SITE DISTURBANCE. 6-41.24 E UTILITIES AT THE -31.16 2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFICATION OF TH 77 OF ALL SUBSURFACE LOCATION AND NATURE PROJECT MICH MAY BE AFFECTED BY THE WORK. COORDINATE WITH FF- XM25 RESPECTIVE UTILITY OWNERS AND PERFORM VERIFICA ON OF TYPE, LOCATION, AND INVERTS AS REQUIRED. D,?, In', 3. THE CONTRACTOR SHALL N01IFY THE ENGINEER OF ANY AND ALL M j DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE CONTRACT p 7 4' f�' / / OCEEDING NTH THAT POR11ON OF THE WORK. 4" TING SITE FEATURES AS SHO THE;� 4. WN HAVE 2&1 ,�LOCATIONS OF EXIS BEEN OBTAINED FROM MAPS SURVEYS, FIELD INSPECTIONS, AND OTHER THEY MUST BE CONSIDERED APPROXIMATE CONDITION AND AVAILABLE INFORMATION. BOTH TO LOCATION, SIZE, AND AS -BUILT ARE _12 PROVIDED FOR INFORMATIONAL PURPOSES ONLY. THE CONTRACTOR ;�9 7, IS SOLELY RESPONSIBLE T., m FOR DETERMINING ACTUAL FIELD CONDITIONS. 5. THE DIMENSIONS SHOWN ON THE PLANS, INCLUDING THE INTENDED AftkL 2 FROM A VARY . .... CON WORK, MAY DIMENSIONS OF THE CTUAL EXISTING DITIONS IN THE FIELD. THE CONTRACTOR SHALL APPROPRIATE MEASUREMENTS TO VER DIMENSIONS SHOWN ON h IFY ALL TAKE A -V1 .... . .... - APPROPRIATIE TO FAC .. ......... ft"Oft .......... COMPLETION OF THE WORK. ILITATE THE THE DRAWINGS AS WEH AS OTHER DIMENSIONS HE MAY DEEM 1- 4 NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN EXISTING F 2, 5 CONDITIONS AND THE CONTRACT DOCUMENTS BEFORE PROCEEDING z ­ "Al A, WITH THAT POR11ON OF . . ...... Nil THE WORK. P/ 'k el '8"1 L?, - N D, ----------- -J fx ........... . ............ PROVIDE ADD11IONAL EROSION CONTROLS AS ........... k A AND MULCHED. ".4 01 `7"d, J;" I't ;QQ- 7 _7 7,, 6. UNLESS OTHERWISE INDICATED, ALL DISTURBED AREAS SHALL BE - .......... 6 ...... SEEDED, FERTILIZE RESTORED WITH FOUR (4) INCHES OF LOAM, REQUIRED. 4 oo� Z, il Q FOR ALL SITE ....... 2k( CONSTRUCTION, INCLUDING HANDICAPPED ACCESSIBILI CONNECTICUT BUILDING CODE 7. COMPLY WITH 000-0-T Ty. TW2&2 8. THE CROSS -SLOPE OF ALL SIDEWALKS AND WALKWAYS SHALL BE _f 7 i, di -ii 30. ............. _X Z" LESS THAN 1 V-. 48H. UNLESS OTHERWISE INDICATED, THE MAXIMUM ........ ... 6 3D.40 -20H . RUNNING SLOPE OF ALL SIDEWALKS AND WALKWAYS SHALL BE LESS THAN 1 V. VERIFY GRADES AND SLOPES PRIOR TO'CONCRETE . ..... .... TF=21.90 1 1, 5 m 40""' 00 I(IN-W)=18. 9. ENGAGE A CONNECT] CU T-LICEN SED LAND SURVEYOR TO PERFORM PROCEEDING WITH THE WORK. PLACEMENT. REPORT DISCREPANCIES TO THE ENGINEER BEFORE m w 2 2, I(OUT)=17.20 T I(IN-S)=17.2 LAND -SURVEYING SERVICES REQUIRED, INCLUDING, BUT NOT LIMITED 42 PROPOSED LAYOUT OF BASELINES, TO VERIFICATION AND `Vk tj j IMPROVEMENTS, DIMENSIONS AND ELEVATIONS. REPORT A INV_ DISCREPANCIES TO THE ENGINEER. �1*111_lff%­ -,ti U "'. .... ... . . 24. l�- VERIFY ELEVATIONS 28'-15" RCP 0 6.9ox 10. PROPOSED GRADES INDICATE DESIGN INTENT. _z� JP AND MAKE ADJUSTMENTS TO MEET FIELD CONDITIONS. DO NOT MODIFICATION UNTIL OR FIELD PROCEED WITH ANY ADJUSTMENT "00 APPROVED BY THE ENGINEER. ....... . x ox . ...... 112'-12* RCP 0 1.0 "J'ad, .... .... 30.40 11. GRADE TRANSITION BETWEEN TOPOGRAPHIC LINES AND SPOT G SHALL BE UNIFORM UNLESS OTHERWISE INDICATED. "'t �4 27.10 1� ALL DRAINAGE PIPE SH . .... � 4 . - 1. 1 1. � . . .. . - - 'i" "I % 12. OTHERWISE INDI . . . .......... WHERE RCP IS CALLED FOR ON THE PLANS, IT SHALL BE CLASS V. CATED ...... ........ . ..... ... ... . ..... % THE ENGINEER UPON REACHING PROPOSED SUBGRAD 13. NOTIFY H ELEVATIONS WITHIN TH -12 FIELD. ENGINEER WILL REVIEW SUBGRADE E 7 % PRIOR TO INSTALLATION OF DRAINAGE SYSTEM. SE V` E SPECIFICATION X 93 `F OM75 SECTION 31 2310 - EARTHWORK. 'A,11� V1 IS IMn �.5_ ,w 14. ALL ","CATCH BASINS AND SHALLOW DROP INLETS SET AGAINST CURBS kt 7- F 2 2"!", 6 3 X, NW4 "C". ALL OTHERS SHALL BE CONNDOT T p TYPE 'C -L". V� % -90 - I , ztD' L % mw 22.11 15. THE..,TOPS, RIMS, FRAMES, GRATES, AND COVERS (AS APPLICABLE) 0, qp OF ALL U11UTY STRUCTURES THAT ARE TO REMAIN SHALL BE 3/ ADJ USTED TO MATCH FINAL GRADE IN A FLUSH CONDITION. ALL x: lr'3rl NEW UTILITY STRUCTURES SHALL BE INSTALLED WITH TOPS, RIMS, 22.70 1,4 FRAMES, GRATES, AND COVERS (AS APPLICABLE) To FINAL GRADE IN % x illim xj A FLUSH CONDITION. .......... 16. THE ACTUAL TOPOGRAPHY OF THE MOUND AT THE SOUTH OF THE -al D "EXISTING CONDITIONS (COMPOSITE SURVEY) SITE 'DIFFERS FROM THE THAT IS SHOWN. CONTRACTOR SHALL FIELD -VERIFY ACTUAL 'j" % D ELEVATIONS AND GRADE AS NECESSARY FROM THE PROPOSED CURB TO MEET THE EXISTING SLOPE AT A MAXIMUM OF 2H: 1V. ........ 17. SET NEW TYPE nC" CATCH BASIN AT EXISTING ROAD GRADE. CUT mmm mal ­BMIR". Emm"m END AND RECONNECT (USING FERNCO EXISTING PIPES AT BOTH "mi "!wl "MUM N.. . . ..... % FITTING AND NEW PIPE) TO CATCH BASIN. ---- - -- MA nLi nD "W 1-11F, ,;;-,r 18. AT THE CONCLUSION OF THE WORK, CONTACTOR SHALL REMOVE ALL KV - CDS 1515 HYDRODYNAMIC SEPARATOR ACCUMULATED SEDIMENT MATERIAL FROM ALL PORTIONS OF THE 0 22.62 - 1 3 STORM DRAINAGE SYSTEM, INCLUDING NEW WORK AND EXISTING WORK I(OUT)=1 9.95 THAT REMAINS OR IS INCORPORATED INTO THE NEW SYSTEM. (INSTALL TIDEFLEX VALVE IN OUTLET PIPE) �R, Is"I'D ;11% I(IN)=20.05 4 19. ALL FILL MATERIAL SHALL BE CLEAN, FREE OF STUMPS, RUBBISH, HAZARDOUS, AND TOXIC MATERIAL j� gr '44 1�_, k I �"4 REMOVE MATERIALS AND EQUIPMENT FROM FLOODPLAIN DURING PERIODS MEN FLOOD WARNINGS HAVE BEEN ISSUES. PLEASE SEE SITE FLOOD CON11NGENCY PLAN. FRANCIS J. VACCA, P.E. No. 29098 42 PINK ROW MAP 074, BLOCK 038 1 N UI" A NV...,IASVILLE CONNECTICUT OCTOBER 42,2018 P"MMM. 1 09-19-16 RESPONSE TO COMMENTS 2 10-11-16 RESPONSE TO COMMENTS 11 3 02-25-2020 FMC RESUBMISS.ION 4 09-17-2020 FMC MODIFICATIONS 655 Winding Brook Drive Glastonbury, Connecticut 06033 8606528227 ®r' 2020 BSC GROUP, INC. SCALE: 1 " = 30' 0 15 30 60 Ffu FILE: 8364900-GRDR.DWG DWG. NO: JOB. NO: 83649.00 C-4.0 MArTCH I - SEE SHEET C-4.0 "llk N -i7 1 H T1 414 cl 110 T1 6566 N j e N IN N, V 00 6" N, PROPERTY LINE (TYP.) %` a ���a� �� �`L� 4 Al, ig HE 6565 66--:' 191 '-30* RCP Q 2.36% DMH` r-, 4,TF=27.qO -V I(OUT)=23.60 l(IN)=23.00 D N'. 83'-36" RCP 0 10.80%± NN 62 cpco lv� 24.26 A) I WING1=32.00± WALL -1 6564 7 0,\ r"U�j_ L,,- i IN 5) A =22.52 (I llf=- Im"a FL_l'7 (o aga­ 22�, 3 RIP—RAP =23 Nt APRON -1 7 N3&6-1 u TVWJ35. N z Ilk Usq I PROPERTY LINE REV- D R A N S — TOPOGRAPHY: MAJOR INTERVAL — TOPOGRAPHY: MINOR INTERVAL — TOPOGRAPHY: INTERMEDIATE INTERVAL x42.00 — TOPOGRAPHY.- SPOT ELEVATION D I — DRAINAGE PIPE — TYPE "C" CATCH BASIN (CB) F-1 — TYPE "C—Ln CATCH BASIN (CB) — DRAINAGE MANHOLE (DMH) — AREA DRAIN (AD) — ACCESSIBLE PARKING AREA (1:48 MAX SLOPE) REV- D R A N S I 10' MIN. RADIUS le 0 WORK AREA `d PAVED ROAD P 50'-100' LENGTH (SEE NOTES) 6" MIN. �-- ACCESS -�- I 6' UMBER OR SIMILAR RIGID EDGE SOIL STABILIZATION GEOTEX11LE ANGULAR CRUSHED STONE, ConnDOT M.01.01 No. 3 OR ASTM C33 No. 2 OR, No. 3 FIELD VARIABLE 1 STAKED HAY BALES "" NON -WOVEN GEOTEXTILE FlLTER ., •_ I FABRIC 1' II SECURE FABRIC WITH EROSION (OVERLAP I `' CONTROL STAPLES 1 j'x1!"x36" WOOD STAKE OR STEEL POSTS WITH A MIN. OF im ' I FILTER FABRIC 0.5 POUNDS PER LINEAR FOOT (2 PER HAY BALE) s� {• a is t • y . /,. •� -r :�• • I I `` • 1 jNx1 jNx361i lY WOOD STAKE OR EMBED HAY BALES 4 STEEL POSTS WITH A MIN. OF INTO GROUND. BACKFILL 10 MIN. :.r.. 0.5 POUNDS PER LINEAR FOOT AND COMPACT EXCAVATED (2 PER HAY BALE) FILL ALONG HAY BALES .. .r. •.. ♦.. '. .,.•. y• r. Y. .r. .. mss. •• WORK AREA PLAN VIEW FILTER FABRIC FLOW- CONCRETE WASHOUT F�-AREA SIGN BURY FILTER FABRIC 4" • CROSS-SECTION 1. REMOVE TOPSOIL AND ORGANICS PRIOR TO CRUSHED STONE PLACEMENT. 2. INSTALL SUB -BASE OF FREE DRAINING BACKFILL OR ROAD STABILIZATION GEOTEXTILE AS NECESSARY ON UNSTABLE SOILS. 1. CONSTRUCT WASHOUT AREA LARGE ENOUGH TO ENSURE MATERIALS WILL BE CONTAINED WHERE WASTE 3. LENGTH SHALL BE 50 FOOT MINIMUM. WHERE TRACKED SEDIMENTS CONTAIN LESS THAN 80% SAND, LENGTH CONCRETE CAN SOLIDIFY IN PLACE AND EXCESS WATER CAN SAFELY EVAPORATE. SHALL BE 100 FOOT MINIMUM. 2. WASHOUT AREA SHALL BE LARGE ENOUGH TO RETAIN ALL LIQUID AND WASTE CONCRETE MATERIALS 4. IF THE GRADE OF THE CONSTRUCTION ENTRANCE DRAINS TO THE PAVED SURFACE AND IT . EXCEEDS 2% FROM WASHOUT OPERATION. SLOPE, CONSTRUCT ENTRANCE AT LEASE 15 FEET FROM ITS ENTRANCE ONTO THE PAVED SURFACE WHILE 3. WEEKLY INSPECTIONS OF WASHOUT AREAS SHALL BE CONDUCTED TO ASSESS THE HOLDING CAPACITY DIVERTING RUN-OFF WATER TO A SETTLING OR FILTERING AREA. AND FUNCTIONALITY OF THE WASHOUT AREA. 5, CONSTRICT ANY DRAINAGE AND SETTLING FACILITIES REQUIRED TO ACCOMMODATE VEHICLE WASHING OPERATIONS. DIVERT ALL WASH WATER AWAY FROM ENTRANCE TO THE SETTLING AREA. 6. MAINTAIN ENTRANCE IS A CONDITION THAT WILL PREVENT WASHING OF SEDIMENT ONTO PAVED SURFACES. CONSTRUCTION E TEMPORARY CNC WASHOUT AREA. SCALE: NONE FILTER FABRIC CURB t�Py�•i CATCH BASIN GRATE � FILTER FABRIC 1 rx1 i"x42" MIN. WOOD HT STAKE OR STEEL POST a $d FLOWS SILT FENCE" M BACKFILL AND COMPACT 6"4" TRENCH IN WORK AREA Ir Ir PROTECTED AREA FLOW _ ii TOP OF GROUND 1 i STAPLE B PLACE 6" OF FABRIC v 12" (MIN.) ALONG TRENCH AWAY B A FROM PROTECTED AREA A STAPLE WOOD UAKE JOINT DETAIL 1, FOR SLOPE do SWALE INSTALLATIONS, EXTEND FENCE OP SLOPE SUCH THAT BOTTOM ENDS OF FENCE WILL BE HIGHER THAN THE TOP OF THE LOWEST PORTION OF FENCE. 2. FOR FENCE INSTALLED ON LEVEL TERRAIN INSTALL WING SECTIONS PERPENDICULAR TO MAIN; -BARRIER AT 50'-100' INTERVALS. SILT .,FENCE BARRIER 6" OVERALL i R=t" 1'-6" (MIN.) CONCRETE CRADLE AT CURB JOINT AND CURB MIDPOINTS (TYP.) ME "C -L" CATCH BASIN - PLAN VIEW FILTER FABRIC CATCH BASIN GRATE -FLOW FLOW TYPE "C -L'" CATH BASIN SECTION VIEW FILTER FABRIC ®' / CATCH BASIN GRATE FILTER BOOM TYPE "C" CATCH BARN NOTES: 1. PROVIDE INLET PROTECTION TO ALL EXISTING CATCH BASINS IN THE VICINITY OF CONSTRUCTION. PROTECT NEW CATCH BASINS AS THEY ARE CONSTRUCTED. 2. GRATE TO BE PLACED OVER FILTER FABRIC. CATCH BASIN FILTER INSERT. 1-1/2- BITUMINOUS CONCRETE SURFACE COURSE 2-1/2" BITUMINOUS CONCRETE BASE COURSE SAWCUT 18' OFF EXISTING EDGE OF ROAD 6" OVERALL 5" R-1 N R -f" " PITCH i® OPTIONAL EXISTING PAVEMENT 1'-6" (MIN.) 6" PROCESSED AGGREGATE BASE NO7ES: �'- 1. CURB LENGTHS SHALL CORRESPOND TO THE CONCRETE SIDEWALK TILE LENGTH, IF APPLICABLE. 1. CURB LENGTHS SHALL CORRESPOND TO THE CONCRETE SIDEWALK TILE LENGTH, IF APPLICABLE. EXPANSION JOINTS SHALL SEPARATE CURB SECTIONS. EXPANSION JOINTS SHALL SEPARATE CURB SECTIONS. 2. SEE 'TYPICAL CONCRETE CURB ELEVATION" DETAIL FOR CURB ELEVATION. 2. SEE "TYPICAL CONCRETE CURB ELEVATION" DETAIL FOR CURB ELEVATION. CONCRETE CURBING ON SITE INTERIOR. CONCRETE CURBING ON PINK-ro"OW, 18" (MIN.) -J y' PROTECTED AREA Jam✓ BINDINGS TO BE PARALLEL TO GROUND SURFACE i r ' HAY BALES Ir r s 1 r �d �r 0 TOP OF GROUND t_ ------ UL__ -y ii 1. HAY BALES SHALL BE MADE OF HAY OR STRAW WITH 40 POUND MIN. WEIGHT AND 120 POUND MAX. WEIGHT HELD TOGETHER BY TWINE OR WIRE. 2. PLACE HAY BALES ON CONTOUR AND WING THE LAST HAY BALES UP SLOPE SO THAT THE TOP OF THE LAST SEVERAL HAY BALES ARE HIGHER THAN THE LINE OF HAY BALES. 3. DRIVE FIRST STAKE IN EACH BALE TOWARD THE PREVIOUSLY LAID BALE TO FORCE THEM TOGETHER. 4. PUT ONE HAY BALE PERPENDICULAR ALONG HAY BALE BARRIER EACH 100 FEET. HAY ---BALE BARRIER NEAT CUT EXISTING PAVEMENT AND PAINT WITH LIQUID BITUMEN PRIOR TO PAVING AND SEAL JOINT FOLLOWING PAVING 2" BITUMINOUS CONCRETE SURFACE COURSE EXISTING 8" AGGREGATE PAVEMENT STABILIZED COURSE SURFACE T-10- SUBBASE Y •�s �< a ; t~ ,.A4' i d.. 4i y« _t r n'y •� L f �-3 �*��`' +1 � ¢.ia' �� S ; ;��, 1i S s• + � t f � i� A ♦ 'its •• • Y •j_.s• t<•_tit � ... � \\ � ��tf �• �) it � �f'a, 6" PROCESSED ' ® .'. AGGREGATE BASE ' . • ' . •. °' 6" PROCESSED . • . •:. '•: AGGREGATE BASE .• ° :: • . . (CONNDOT M.05.01) •. .. • . • °'. ` 6", 6" CONCRETE CRADLE AT CURB JOINT AND CURB fCTION `q CRADLE MIDPOINTS (TYP.) 6" PROCESSED AGGREGATE BASE NO7ES: �'- 1. CURB LENGTHS SHALL CORRESPOND TO THE CONCRETE SIDEWALK TILE LENGTH, IF APPLICABLE. 1. CURB LENGTHS SHALL CORRESPOND TO THE CONCRETE SIDEWALK TILE LENGTH, IF APPLICABLE. EXPANSION JOINTS SHALL SEPARATE CURB SECTIONS. EXPANSION JOINTS SHALL SEPARATE CURB SECTIONS. 2. SEE 'TYPICAL CONCRETE CURB ELEVATION" DETAIL FOR CURB ELEVATION. 2. SEE "TYPICAL CONCRETE CURB ELEVATION" DETAIL FOR CURB ELEVATION. CONCRETE CURBING ON SITE INTERIOR. CONCRETE CURBING ON PINK-ro"OW, 18" (MIN.) -J y' PROTECTED AREA Jam✓ BINDINGS TO BE PARALLEL TO GROUND SURFACE i r ' HAY BALES Ir r s 1 r �d �r 0 TOP OF GROUND t_ ------ UL__ -y ii 1. HAY BALES SHALL BE MADE OF HAY OR STRAW WITH 40 POUND MIN. WEIGHT AND 120 POUND MAX. WEIGHT HELD TOGETHER BY TWINE OR WIRE. 2. PLACE HAY BALES ON CONTOUR AND WING THE LAST HAY BALES UP SLOPE SO THAT THE TOP OF THE LAST SEVERAL HAY BALES ARE HIGHER THAN THE LINE OF HAY BALES. 3. DRIVE FIRST STAKE IN EACH BALE TOWARD THE PREVIOUSLY LAID BALE TO FORCE THEM TOGETHER. 4. PUT ONE HAY BALE PERPENDICULAR ALONG HAY BALE BARRIER EACH 100 FEET. HAY ---BALE BARRIER NEAT CUT EXISTING PAVEMENT AND PAINT WITH LIQUID BITUMEN PRIOR TO PAVING AND SEAL JOINT FOLLOWING PAVING 2" BITUMINOUS CONCRETE SURFACE COURSE EXISTING 8" AGGREGATE PAVEMENT STABILIZED COURSE SURFACE T-10- SUBBASE a#] 1�kjmAj qk IfAl I q SCALE: NONE VISIBLE CURB PAVEMENT CROSS-SECTION CONCRETE CRADLE 6" PROCESSED AGGREGATE BASE (CONNDOT M.05.01) SET HAY BALES TIGHT AGAINST EACH OTHER SPREAD 2" THICK LAYER OF LOOSE HAY ALONG LINE PRIOR TO INSTALLING HAY BALES 1. HAY BALES SHALL BE MADE OF HAY OR STRAW WITH 40 POUND MIN. WEIGHT AND 120 POUND MAX. WEIGHT HELD TOGETHER BY TWINE OR WIRE. 2. PLACE HAY BALES ON CONTOUR AND WING THE LAST HAY BALES UP SLOPE SO THAT THE TOP OF THE LAST SEVERAL HAY BALES ARE HIGHER THAN THE LINE OF HAY BALES. 3. PUT ONE HAY BALE PERPENDICULAR ALONG HAY BALE BARRIER EACH 100 FEET. STAKELESS HAY _ ALE BARRIER. .NO T THE CONTRACTOR SHALL MAINTAIN A MINIMUM 15' WADE TRAVEL WAY AT ROAD CROSSINGS AT ALL TIMES DURINP CONSTRUCTION. 1-1/2" BITUMINOUS CONCRETE SURFACE COURSE 1 '$ BITUMINOUS CONCRETE NEAT CUT EXISTING AS COARSE PAVEMENT AND PAINT EXISTING WITH LIQt31a BITIJM r. ' :PAVEMEN' 6 AGGREGATE PF IOR TO PAVING C" 5,TAAI1 1717'O'COURSE .;SURFACE AND SEAL ,JOINT FOLLOWING PAVING BURIED CURB LOCATE ANCHOR BLOCKS AT CURB JOINTS AND CURB MIDPOINTS (TYP.) 1. CURB LENGTHS SHALL CORRESPOND TO THE CONCRETE SIDEWALK TILE LENGTH, IF APPLICABLE. J" CONSTRUCTION JOINTS SHALL SEPARATE CURB SECTIONS. MINIMUM LENGTH OF ANY CURB SECTION SHALL BE 6$ 110QKASWCII "m Od RIL Am* MIN 1j" HMA SO.375 24" HMA SO.5 4" PROCESSED AGGREGATE BASE 8" SUBBASE PI ANS REVISED WHOM CON � 0r, 7�„ /{l r f AL FRANCIS J. VACCA, P.E. No. 29098 0 'M ir XUBU00"MOL 42 PINK ROW IN U N r" A SVILLE CONNECTICUT DETAILS OCTOBER 12, 2016 q 1 10/21/19 DEEP REVISIONS PREPARED FOR: DAKOTA PARTNERS, I PSC. 1264 MAIN STREET WAL.THAM, MA 02451 B`0"C G1x 300 Winding Brook Drive Glastonbury, Connecticut 06033 8606528227 © 2018 BSC GROUP, INC. SCALE: AS SHOWN FILE: 6364900-DET.DWG DWG. NO: JOEL. NO: 63649.00 C-6*u Y •�s �< a ; t~ ,.A4' i d.. 4i y« _t r n'y •� L f �-3 �*��`' +1 � ¢.ia' �� S ; ;��, 1i S s• + � t f � i� A ♦ 'its •• • Y •j_.s• t<•_tit � ... � \\ � ��tf �• �) it � �f'a, TRENCH WIDTH a#] 1�kjmAj qk IfAl I q SCALE: NONE VISIBLE CURB PAVEMENT CROSS-SECTION CONCRETE CRADLE 6" PROCESSED AGGREGATE BASE (CONNDOT M.05.01) SET HAY BALES TIGHT AGAINST EACH OTHER SPREAD 2" THICK LAYER OF LOOSE HAY ALONG LINE PRIOR TO INSTALLING HAY BALES 1. HAY BALES SHALL BE MADE OF HAY OR STRAW WITH 40 POUND MIN. WEIGHT AND 120 POUND MAX. WEIGHT HELD TOGETHER BY TWINE OR WIRE. 2. PLACE HAY BALES ON CONTOUR AND WING THE LAST HAY BALES UP SLOPE SO THAT THE TOP OF THE LAST SEVERAL HAY BALES ARE HIGHER THAN THE LINE OF HAY BALES. 3. PUT ONE HAY BALE PERPENDICULAR ALONG HAY BALE BARRIER EACH 100 FEET. STAKELESS HAY _ ALE BARRIER. .NO T THE CONTRACTOR SHALL MAINTAIN A MINIMUM 15' WADE TRAVEL WAY AT ROAD CROSSINGS AT ALL TIMES DURINP CONSTRUCTION. 1-1/2" BITUMINOUS CONCRETE SURFACE COURSE 1 '$ BITUMINOUS CONCRETE NEAT CUT EXISTING AS COARSE PAVEMENT AND PAINT EXISTING WITH LIQt31a BITIJM r. ' :PAVEMEN' 6 AGGREGATE PF IOR TO PAVING C" 5,TAAI1 1717'O'COURSE .;SURFACE AND SEAL ,JOINT FOLLOWING PAVING BURIED CURB LOCATE ANCHOR BLOCKS AT CURB JOINTS AND CURB MIDPOINTS (TYP.) 1. CURB LENGTHS SHALL CORRESPOND TO THE CONCRETE SIDEWALK TILE LENGTH, IF APPLICABLE. J" CONSTRUCTION JOINTS SHALL SEPARATE CURB SECTIONS. MINIMUM LENGTH OF ANY CURB SECTION SHALL BE 6$ 110QKASWCII "m Od RIL Am* MIN 1j" HMA SO.375 24" HMA SO.5 4" PROCESSED AGGREGATE BASE 8" SUBBASE PI ANS REVISED WHOM CON � 0r, 7�„ /{l r f AL FRANCIS J. VACCA, P.E. No. 29098 0 'M ir XUBU00"MOL 42 PINK ROW IN U N r" A SVILLE CONNECTICUT DETAILS OCTOBER 12, 2016 q 1 10/21/19 DEEP REVISIONS PREPARED FOR: DAKOTA PARTNERS, I PSC. 1264 MAIN STREET WAL.THAM, MA 02451 B`0"C G1x 300 Winding Brook Drive Glastonbury, Connecticut 06033 8606528227 © 2018 BSC GROUP, INC. SCALE: AS SHOWN FILE: 6364900-DET.DWG DWG. NO: JOEL. NO: 63649.00 C-6*u 69 WIDTH VARIES (SEE PLAN) 2" BITUMINOUS CONCRETE SURFACE COURSE (CONNDOT CLASS 2) 2X (MAX.) 8" GRANULAR FILL BASE PLACED IN 2 LAYERS S5" CONCRETE URFACE COURSE A. GRANULAR FILL BASE /X /x /X /X /Xfir,X /X /X /X /X 6 x 6 #6 WELDED WIRE MESH COMPACTED SUBGRADE KIM 1. TOOLED CONTROL JOINTS SHALL BE 1/4 SLAB THICKNESS. TOOL JOINTS EARLY IN FINISHING PROCESS AND RE -RUN TO ENSURE GROOVE BOND HAS NOT OCCURRED. 2, FULL -DEPTH JOINTS SHALL INCORPORATE FULL -DEPTH JOINT FILLER PER SPECIFICATIONS. 3. CONCRETE PAD SHALL HAVE LIGHT BROOM FINISH PERPENDICULAR TO DIRECTION OF TRAVEL BA A ITUm, I NOld CONCRETE SIDEWALK BIKE RACK PAD. 44 rADEWALK 1. RAMP NO MAXIMUM SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO THE SIDEWALK RAMP SHOULD NOT 4,. A 4 4 EXCEED 5X THE MAXIMUM GRADE DIFFERENCE BETWEEN THE GUTTER AND CURB RAMP SHALL NOT EXCEED 13X 4 4 2. RAMP GRADE SHALL BE UNIFORM, FREE OF SAGS AND ABRUPT GRADE CHANGES. 4 3. ALL RAMPS SHALL BE CONSTRUCTED OF CLASS *F* CONCRETE IN ACCORDANCE WITH CONNECTICUT STANDARD SPECIFICATIONS. 4 4. SIDEWALK RAMPS SHALL HAVE A COARSE BROOM FINISH TRANSVERSE TO THE SLOPE OF THE RAMP. THE SURFACE OF ALL �4 4* .4 4% 4 4. A d. SIDEWALK RAMPS SHALL BE STABLE, FIRM AND SUP RESISTANT. SURFACE DISCONTINUITIES SHALL NOT EXCEED 1/4' MAX. CONNECTICUT HANDICAP 4,4. 4 A. 11 'A VERTICAL DISCONTINUITIES BETWEEN 1/4* AND 1/2" MAX. SHALL BE BEVELED 1:2 MINIMUM APPLIED ACROSS THE ENTIRE LEVEL PARKING SIGN MOUNTED ON 4 CHANGE. BOLLARD; MOUNT "VAN* SIGN CONNECTICUT 5. DIAGONAL SIDEWALK RAMPS AT MARKED CROSSINGS SHALL BE MOLLY CONTAINED WITHIN THE MARKINGS, EXCLUDING ANY BELOW HANDICAP SIGN AND HANDICAP PARKING FLARED SIDES. DIAGONAL AND PERPENDICULAR RAMPS SHALL HAVE THE RAMP CUT PERPENDICULAR TO THE TANGENT OF THE ACCESSIBLE SPACES SIGN MOUNTED ON A `4: CURB RADIUS FOR THE DESIGNATED ACCESSIBLE ROUTE. BOTH LONGITUDINAL SIDES OF THE RAMP SHOULD BE THE SAME 4, -.A • 4.: BOLLARD LENGTH. SKEWED RAMPS SHOULD BE AVOIDED. FLARES ARE NOT CONSIDERED PART OF PEDESTRIAN ACCESS ROUTE. DIAGONAL d ' .. i'l . . .4 : RAMPS SHOULD NOT BE INSTALLED WHERE CURB RADII IS LESS THAN 20'. 4, 4 6. REMOVAL OF EXISTING SIDEWALK FOR NEW RAMP INSTALLATIONS SHALL BE TO THE NEAREST EXPANSION OR CONTRACTION 4 A 4., A JOINT. 8.3% MAXIMUM SLOPE MAY NOT BE ACHIEVABLE DUE TO EXISTING SIDEWALK GRADE. IN RECOGNITION OF THIS, A LIMIT OF SIDEWALK (ACCESSIBLE ROUTE) SIDEWALK 4 4 15' FOR REMOVAL SHALL BE USED UNLESS OTHERWISE SHOWN ON THE PLANS OR DIRECTED BY THE ENGINEER. SAW CUT A' 4. REQUIRED FOR DUMMY JOINTS SHALL BE INCLUDED IN THE COST OF *CONCRETE SIDEWALK RAMP* OR 'CONCRETE SIDEWALK". q, 7. EXPANSION JOINTS IN CONCRETE SHALL MATCH THOSE IN ADJACENT SIDEWALKS BUT IN NO CASE SHALL THE SPACING BETWEEN A EXPANSION JOINTS EXCEED 12' UNLESS OTHERWISE NOTED. A A I 4 8. CONCRETE SIDEWALK RAMPS, SHALL BE PAID FOR UNDER DER THE ITEM "CONCRETE SIDEWALK RAMP", AS DEFINED BY THE A or CONSTRUCTION LIMITS ON THE PLANS AND SHALL BE FIELD VERIFIED. 4m WIDE PAINTED 9. SIDEWALK RAMPS SHALL BE CONSTRUCTED WITH THE TOE AT THE GUTTER CAST INTEGRALLY WITH RAMP UNLESS DIRECTED YELLOW LINES OTHERWISE BY THE ENGINEER. CURB REMOVAL AND CAST IN PLACE CURBING (SHOWN IN DETAILS AS GREY) REQUIRED FOR THE (TYP-) RAMP, SHALL BE INCLUDED WITH PAY ITEM "CONCRETE SIDEWALK RAMP*. CURBING OUTSIDE LIMITS OF RAMP OR LANDING SHOWN ON DETAILS SHALL BE CONSTRUCTED AND PAID FOR IN ACCORDANCE WITH CONNECTICUT STANDARD SPECIFICATIONS. 10. PREFERRED LOCATION TO INSTALL DETECTABLE WARNING STRIP SHALL BE 60 FROM THE EDGE OF ROAD ALONG THE FULL WIDTH 3'-0" (TYP) z OF THE RAMP. BLUE PAINTED 11. TO PERMIT WHEELCHAIR WHEELS TO ROLL BETWEEN DOMES, ALIGN DOMES ON A SQUARE GRID IN THE DIRECTION OF RUNNING ACCESSIBLE SYMBOL SLOPE (PERPENDICULAR TO CURB OR SLOPE BREAK). THE TRANSITION FROM RAMP TO GUTTER SHALL BE FLUSH WITHOUT A UP. (TYP-) 100. 12. WHERE COMMERCIAL DRIVEWAYS ARE PROVIDED WITH TRAFFIC SIGNALS AND THE SIDEWALK IS CONTINUOUS THROUGH DRIVEWAY, V_ DETECTABLE WARNINGS ARE REQUIRED AT THE JUNCTION BETWEEN THE PEDESTRIAN ROUTE AND DRIVEWAY. 13. CONSTRUCT A SIDEWALK CURB WHEN THERE IS INSUFFICIENT BUFFER AVAILABLE TO GRADE OR WHEN CALLED FOR IN PLANS. PAID FOR WITH SIDEWALK RAMP WHEN REQUIRED FOR RAMP. 14. THE TOP AND BOTTOM OF RAMPS SHOULD BE PROVIDED WITH A V x V MINIMUM LEVEL LANDING AREA WITH A CROSS SLOPE LESS THAN OR EQUAL TO 2X IN ANY DIRECTION. 15. UTILITY POLES, LUMINAIRE, PEDESTRIAN OR SIGNAL POLES, GRATES, ACCESS COVERS, AND OTHER APPURTENANCES SHALL NOT BE LOCATED ON RAMPS, LANDINGS, BLENDED TRANSITIONS, AND AT GUTTERS WITHIN THE PEDESTRIAN ACCESS ROUTE. 16. APPROACH SIDEWALK WIDTHS, GRASS STRIP OR UTILITY STRIP WIDTHS MAY VARY. 17. THE RUNNING OR CROSS SLOPES ON LANDINGS AT MID BLOCK CROSSING MAY BE WARPED TO MEET STREET OR HIGHWAY GRADE. 18. FOR PERPENDICULAR CURB RAMPS A MIN. V x 4? LEVEL LANDING SHALL BE PROVIDED AT THE TOP OF CURB RAMP. WHERE THE LEVEL LANDING IS RESTRICTED AT THE BACK OF SIDEWALK THE LEVEL LANDING SHALL BE V x 5' WITH THE 5' DIMENSION 8' 8' ACCESS AISLE 10 5' ACCESS AISLE PROVIDED IN THE DIRECTION OF THE RAMP RUN. 19. FOR PARALLEL CURB RAMPS, A MIN. V x V LEVEL LANDING SHALL BE PROVIDED AT THE BOTTOM OF CURB RAMP. IF THE LEVEL LANDING IS RESTRICTED ON 2 OR MORE SIDES, THE LEVEL LANDING SHALL BE 4' x 5' WITH THE 5' DIMENSION PROVIDED IN THE DIRECTION OF THE PEDESTRIAN STREET CROSSING. 20. MEN WIDTH OF SIDEWALK IS >48" AND A PERPENDICULAR SIDEWALK RAMP IS INSTALLED, THE FLARED SIDES SHALL BE 1071: 1. GRADING WITHIN HANDICAP SPACES SHALL BE LESS THAN 2.00X IN ALL DIRECTIONS MAX. IF WIDTH OF SIDEWALK IS <48" THE FLARED SIDES MUST NOT EXCEED 8.33X (12:1). 2. WIDTH MEASUREMENTS OF PARKING SPACES AND ADJACENT ACCESS TO AISLES 21. OPTIONAL RAMP, MEN REQUIRED, SHALL BE PAID FOR AS PART OF CONCRETE SIDEWALK RAMP. SHALL BE MADE FROM THE CENTERLINE OF THE MARKING. 3. HANDICAP SIGNS SHALL BE MOUNTED WITH THE LOWEST EDGE 60m ABOVE THE PAVEMENT SURFACE. - SIDEWALK RAMP NOTES. ACCESSIBLE PARKING SPACES. SCALE: NONE 20 u R1 P, I FINq� Y11-cs TOOL CONTROL JOINT (TYP.) FULL CONSTRUCTION JOINT EVERY 20' WIDTH VARIES - SEE PLANS 4.500 PSI CONCRETE PER SPECIFICATIONS . . . 1. - . . ... 10.. v 4 PER PLAN 2X (MAX.) 2r SLOPED TOWARD GUTTER ir -, ;K.- 01 - -------- -- I FINISH TO BE < BRUSHED z #4 BAR 012 COMPACTED GRANULAR FILL EACH WAY TOP BASE, ConnDOT M.02.01 & BOTTOM PLACED IN 2 LAYERS 4 1* RADIUS -2* MIN. COVER\��i\�i\�i\��i\��i\�i\�i\�i\�i\�i\�i\�i\�i\�i\�\�i� WN 4 x 4 W4 x W4 00' 4 .......... A' A 4 COMPACTED SUBGRADE 4 A 4 Co 00 A* * . 4 -4 4 4- -REIN 4. N 4 . F. cbNC. SLAB 000 PSI C. .4 FINISH GRADE ------ ---- NOIES -.12* GRANULAR FILL 2* MIN. COVER N 1. TOOLED CONTROL JOINTS SHALL BE 1/4 SLAB THICKNESS. TOOL JOINTS EARLY IN THE FINISHING PROCESS AND RE -RUN TO ENSURE GROOVE BOND HAS NOT OCCURRED' COMPACTED SUYGRAM 2. FULL -DEPTH JOINTS SHALL INCORPORATE FULL -DEPTH JOINT FILLER PER SPECIFICATIONS AND DETAILS. 3. SIDEWALK SHALL HAVE LIGHT BROOM FINISH PERPENDICULAR TO THE DIRECTION OF TRAVEL N AT PAD CN CR TE SIDEWALK 48" MIN._ -w -j N\,- 2' DETEC WARNING mtels UW11r PAINTED GRAPHICS 1' (TYP.) Ila a, on - 2" (TYP.) 1 N E 4- WHITE PAINT (TYP.) R I IL CURBING GUTTER LENGTH AS REQUIRE® (SEE STRIPING PLAN) W11,611 12" SIDEWALK APPROACH 1.5X CURBING SIDEWALK CURB (OPTIONAL) \ 1. 5% RAMP RAMP 7.1% LANDING 7.1% SIDE 1.5% ------- \1 WALK SIDEW APPROACH 0000000000 0000000000 00 cs?000®®O 00000000 48" 1219 2- (610)MIN. DETECTABLE WARNING 80 WHITE PAINTED 04 STOP LINE 4* WHITE PAINT q. NOIES: 1. PAVEMENT MARKINGS SHOWN SHALL NOT BE INSTALLED ON PUBLIC ROADWAYS. PAINTED PAVEMENT MARKINGS. SCALE: NONE L -CURBING GUTTER I FINISH VARIES A• 44 4d 4,. A 4 4 5 4 4 .'Aq 4' 4 ..4 LANDINGR 4 �4 4* .4 4% 4 4. A d. , 4,4. 4 A. 11 'A A r-111"INY, 4 A 4' 4-v A 4 A . 4' 4:' .4 4 A- A 44 4 is 4" Ad 4. AA 'A 'ORE INFORCED. CONC. SLAB A `4: 4, -.A • 4.: , . d ' .. i'l . . .4 : 4, 4 4 4 A 4., A 4 4 44 A' 4. 4 .4. 4 A 4 .4 A A I 4 .4 Q. A A 4 q Aj A, SCALE: NONE 20 u R1 P, I FINq� Y11-cs TOOL CONTROL JOINT (TYP.) FULL CONSTRUCTION JOINT EVERY 20' WIDTH VARIES - SEE PLANS 4.500 PSI CONCRETE PER SPECIFICATIONS . . . 1. - . . ... 10.. v 4 PER PLAN 2X (MAX.) 2r SLOPED TOWARD GUTTER ir -, ;K.- 01 - -------- -- I FINISH TO BE < BRUSHED z #4 BAR 012 COMPACTED GRANULAR FILL EACH WAY TOP BASE, ConnDOT M.02.01 & BOTTOM PLACED IN 2 LAYERS 4 1* RADIUS -2* MIN. COVER\��i\�i\�i\��i\��i\�i\�i\�i\�i\�i\�i\�i\�i\�i\�\�i� WN 4 x 4 W4 x W4 00' 4 .......... A' A 4 COMPACTED SUBGRADE 4 A 4 Co 00 A* * . 4 -4 4 4- -REIN 4. N 4 . F. cbNC. SLAB 000 PSI C. .4 FINISH GRADE ------ ---- NOIES -.12* GRANULAR FILL 2* MIN. COVER N 1. TOOLED CONTROL JOINTS SHALL BE 1/4 SLAB THICKNESS. TOOL JOINTS EARLY IN THE FINISHING PROCESS AND RE -RUN TO ENSURE GROOVE BOND HAS NOT OCCURRED' COMPACTED SUYGRAM 2. FULL -DEPTH JOINTS SHALL INCORPORATE FULL -DEPTH JOINT FILLER PER SPECIFICATIONS AND DETAILS. 3. SIDEWALK SHALL HAVE LIGHT BROOM FINISH PERPENDICULAR TO THE DIRECTION OF TRAVEL N AT PAD CN CR TE SIDEWALK 48" MIN._ -w -j N\,- 2' DETEC WARNING mtels UW11r PAINTED GRAPHICS 1' (TYP.) Ila a, on - 2" (TYP.) 1 N E 4- WHITE PAINT (TYP.) R I IL CURBING GUTTER LENGTH AS REQUIRE® (SEE STRIPING PLAN) W11,611 12" SIDEWALK APPROACH 1.5X CURBING SIDEWALK CURB (OPTIONAL) \ 1. 5% RAMP RAMP 7.1% LANDING 7.1% SIDE 1.5% ------- \1 WALK SIDEW APPROACH 0000000000 0000000000 00 cs?000®®O 00000000 48" 1219 2- (610)MIN. DETECTABLE WARNING 80 WHITE PAINTED 04 STOP LINE 4* WHITE PAINT q. NOIES: 1. PAVEMENT MARKINGS SHOWN SHALL NOT BE INSTALLED ON PUBLIC ROADWAYS. PAINTED PAVEMENT MARKINGS. SCALE: NONE L -CURBING GUTTER I FINISH VARIES 5 CONCETE LANDINGR , r-111"INY, lot 0 1 01Z FULL DEPTH 1/2- PREMOLDED JOINT MATERIAL, NONEXTRUDING STEEL AND RESILENT BITUMINOUS TYPE LANDSCAPE EDGING SEE NOTES EACH SIDE 3/16"W x 4"H 1/2"0 x 18" STAINLESS STEEL DOWEL, 36" O.C. LAWN J_ -A -A A* A 4. A A' Wm .. .................. ........... ..... . ........... ........ ............ .... . . . . . . . . . . . . ................... PLASTIC DOWEL . ... .... .. ......... ...................... ..... .................... .. ........................ ......... ............... .. ...... SLEEVE 2" CENTER OF SLAB 1 PRIOR TO INITIATION OF CONCRETE FLATWORK, SUBMIT PROPOSED CONSTRUCTION JOINT PLAN TO THE ENGINEER FOR REVIEW AND APPROVAL. COORDINATE SUCH PLAN WITH THE JOINT PATTERNS DEPICTED ON THE DRAWINGS. 2. FORM CONSTRUCTION JOINTS WITH BULKHEAD/FORMWORK TO ENSURE A SMOOTH, CLEAN EDGE FREE OF SAGS OR IRREGULARITIES 3. ENSURE PROPER CURING OF THE VERTICAL FACE AFTER REMOVAL OF BULKHEAD/FORMWORK BY APPLYING A LIQUID CURING COMPOUND OR PLASTIC SHEETING. 4. UNLESS OTHERWISE SPECIFIED, CONSTRUCTION JOINTS SHALL BE CONSTRUCTED WITH JOINT FILLER. JOINT FILLER SHALL EXTEND THE FULL DEPTH OF THE SLAB AND SHALL EXTEND THE FULL LENGTH OF THE JOINT. USE OF MULTIPLE PIECES OF JOINT MATERIAL OF LESSER DIMENSIONS TO MAKE UP REQUIRED DEPTH AND WIDTH OF JOINT WILL NOT BE PERMITTED. 5. WHERE JOINTS ARE TO RECEIVE FILLER, RECESS JOINT FILLER 1/4 -INCH BELOW FINISH SURFACE OR AS OTHERWISE INDICATED ON THE DRAWINGS. DOWELED C N U CTI N. JQI LA T I N CON C T 15" STEEL STAKE EVERY 3'-0', O.C. MIN. STONE DUST WALK. SCALE: 1" 1 1 -0" 4* STONE DUST I 1-4 UNDISTURBED SUBGRADE I REVISED PIANS < x N4 FRANCIS J. VACCA, P.E. No. 29098 0xu""`Buf_"X0 LOWTS 42 PINK( ROW IN L.lNUASVI f'4 LLE ONNE TI UI DETAILS OCTOBER 12, 2018 SIONS: 1 10/21/19 DEEP REVISIONS PREPARED FOR: DAKOTA PARTNERS, INC. 1204 MAIN STREET WALTHAM, MA 02451 11 C B cipoup 300 Winding Brook Drive G aston ury, Connecticut 06033 860 2018 BSC GROUP, INC. SCALE: AS SHOWN FILE: 8364900 - DET. DWG DWG. NO: JOB. NO: 83649',00 C-6.1 BENCH PER PLAN 27 5/16- 1/2" /16"1/2" X 2 1/2" S.STL. FLT. SKT. HD CAP SCREW CAST LEG LO 6"x6" #6 WWM CONCRETE PAD; 1/2- CHAMFER ALL SIDES 4@9/16" DIA HOLE GRANULAR FILL ADJACENT TO LAWN ' .: a.' •. :.. • . ; . ' 1 �• • 15%1,6"•'.. • • • • ` . • ' ' . .' ' . ELEVATION 1. INSTALL PER MANUFACTURER'S INSTRUCTIONS. 0 NOTES" 1. WHERE GATES ARE CALLED FOR, ENSURE ADEQUATE CLEARANCE AT GATE BOTTOM FOR UNHINDERED OPERATION. 2. FOR GATE POSTS, FOOTING DIAMETER SHALL BE 4x POST WIDTH/DIAMETER. FENCE DETAILS TYPICAL FENCE POST FOOTING OI 1. e* GATEST FOR$ ENSURE ADEQUATE GATE BOTTOM UNHINDERED OPERATION. 2. �,. GATE POSTS, FOOTING DIAMETER SHALL BE 4x POST FENCE POST FINISH -ED GRADE TAPER TOP OF CONCRETE 4,000 PSI CONCRETE FOOTING FENCE POST FINISHED GRADE TAPER TOP OF CONCRETE 4,000 PSI CONCRETE FOOTING SUBGRADE TOP RAIL POST CAP -� STRETCHER BAR STRETCHER BAR BANDS 12" OiC. TRUSS ROD END POST 2" MESH, 9 GAUGE, VINYL COATED CHAIN LINK FENCE FABRIC, TOP AND BOTTOM SELVAGE KNUCKLED BOTTOM RAIL ®o, 20 FINISH =� 1. MODULAR BLOCK RETAINING WALL SHALL BE UNILOCK REVERCREST WALL, COLOR TO BE CHOSEN BY .OWNER. CONTRACTOR SHALL SUBMIT SAMPLES DEPICTING COLOR, STYLE, AND TEXTURE FOR REVIEW. 2. ALL WORK ASSOCIATED WITH MODULAR BLOCK WALL, INCLUDING SHIPPING, STORAGE, CONSTRUCTION, AND INCIDENTALS, SHALL BE DONE PER THE MANUFACTURER'S RECOMMENDATIONS. 3. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SPECIFICATIONS OF A COMPLETE WALL SYSTEM, SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF CONNECTICUT, FOR APPROVAL. 4. CONCRETE ADHESIVE SHALL BE SUPPLIED BY THE WALL UNIT MANUFACTURER. /iP91 IAT iP'/1 ATA►IP ADHERE CAP UNIT TO TOP UNIT WITH g• X 160 1 CORNER & PULL '! f CONCRETE M f ' i '. •1.660m O.D. n MODULAR FOOTING_0 N Y MATERIAL VARIES; LO 6"x6" #6 WWM CONCRETE PAD; 1/2- CHAMFER ALL SIDES 4@9/16" DIA HOLE GRANULAR FILL ADJACENT TO LAWN ' .: a.' •. :.. • . ; . ' 1 �• • 15%1,6"•'.. • • • • ` . • ' ' . .' ' . ELEVATION 1. INSTALL PER MANUFACTURER'S INSTRUCTIONS. 0 NOTES" 1. WHERE GATES ARE CALLED FOR, ENSURE ADEQUATE CLEARANCE AT GATE BOTTOM FOR UNHINDERED OPERATION. 2. FOR GATE POSTS, FOOTING DIAMETER SHALL BE 4x POST WIDTH/DIAMETER. FENCE DETAILS TYPICAL FENCE POST FOOTING OI 1. e* GATEST FOR$ ENSURE ADEQUATE GATE BOTTOM UNHINDERED OPERATION. 2. �,. GATE POSTS, FOOTING DIAMETER SHALL BE 4x POST FENCE POST FINISH -ED GRADE TAPER TOP OF CONCRETE 4,000 PSI CONCRETE FOOTING FENCE POST FINISHED GRADE TAPER TOP OF CONCRETE 4,000 PSI CONCRETE FOOTING SUBGRADE TOP RAIL POST CAP -� STRETCHER BAR STRETCHER BAR BANDS 12" OiC. TRUSS ROD END POST 2" MESH, 9 GAUGE, VINYL COATED CHAIN LINK FENCE FABRIC, TOP AND BOTTOM SELVAGE KNUCKLED BOTTOM RAIL ®o, 20 FINISH =� 1. MODULAR BLOCK RETAINING WALL SHALL BE UNILOCK REVERCREST WALL, COLOR TO BE CHOSEN BY .OWNER. CONTRACTOR SHALL SUBMIT SAMPLES DEPICTING COLOR, STYLE, AND TEXTURE FOR REVIEW. 2. ALL WORK ASSOCIATED WITH MODULAR BLOCK WALL, INCLUDING SHIPPING, STORAGE, CONSTRUCTION, AND INCIDENTALS, SHALL BE DONE PER THE MANUFACTURER'S RECOMMENDATIONS. 3. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SPECIFICATIONS OF A COMPLETE WALL SYSTEM, SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF CONNECTICUT, FOR APPROVAL. 4. CONCRETE ADHESIVE SHALL BE SUPPLIED BY THE WALL UNIT MANUFACTURER. /iP91 IAT iP'/1 ATA►IP ADHERE CAP UNIT TO TOP UNIT WITH g• X 160 1 CORNER & PULL '! f CONCRETE STANDARD f ' i '. •1.660m O.D. ADHESIVE MODULAR FOOTING_0 CONCRETE UNIT MATERIAL VARIES; MODULAR SEE PLANS BLOCK CAP � r MODULAR CRUSHED STONE w BLOCK UNIT W J Q � 6' PERFORATED N � SET BOTTOM UNIT � a PIPE; DAYLIGHT W � BELOW FINISH GRADE r AT NORTH END x •.. .i OF WALL; SEE � W � GRADING PLAN � � FINISH GRADE _ •; SEE PLANS —IIIVARIES; — GEOiEXTILE BOTTOM W =XX � FABRIC • ,. � II SUBGRADE I III—I — a, *, FILL BR�AENULAR 8' GRANULAR III -I FlLL UNDISTURBED I II—III— I I—III III III—III—III—I I I I I I—III SUBSOIL =1 I I -i 11=1 11=1 111 —III—III--I 11=1 11=1 1I - s0NQIES I II—III—III-I I 1• MODULAR BLOCK SEAT WALL SHALL BE UNILOgC, EST WALL. R TO BE BY NN wi�CONTRACTORSHALL SUB M T snPLES n�F !3' X 6' X 3" TEE COMPACTEDSUBGRADE DEPICTING COLOR, STYLE, AND TEXTURE FOR SOLID PVC PIPE FLUSH REVIEW. 50130N2. ALL WORK ASSOCIATED WITH MODULAR BLOCK WALL, WITH FACE OF WALL INCLUDING SHIPPING STORAGE CONSTRUCTION AND DRAINAGE_ DETAIL MODULAR BLOCK RETAINING WALL SCALE: NONE CHAIN LINK FENCE FRAMEWORK SCHEDULE CHAIN LINK GATE FRAMEWORK SCHEDULE FABRIC HEIGHT 8' TO 10' 1 CORNER & PULL '! f f2.875m O.D. f ' i '. •1.660m O.D. ITR 1.660* O.D. FOOTING_0 CONCRETE FOOTING; SEE DETAIL. I LII I,� 11=1j I�I 1. INSTALL ALL FENCE FABRIC ON COURT SIDE OF POSTS. 2. ALL CHAIN LINK FENCE SHALL BE GROUNDED PER CHAIN LINK MANUFACTURERS RECOMMENDATIONS. CH LINK F ENCE 8' O.C. MAX. 2" MESH, 9 GAUGE, BLACK VINYL COATED CHAIN LINK FENCE FABRIC AND BOTTOM SEI FASTENERS 18" O.C. AT KNUI ALL HORIZONTAL RAILS _ POST CAP FASTENERS 18" O.C. AT LINE .l POSTS ORNAMENTAL FENCE SCALE: NONE 2" WELDED GATE FRAME, TYP. 4 SIDES GATE POST MlDRAIL TRUSS ROD (TYP.) LOCKABLE FULCRUM LATCH WITH STRIKE PLATE LOCKABLE DROP BAR; PROVIDE DRILL. HOLES IN OPEN AND CLOSED POSITION UNDISTURBED SUBGRADE FLAT TOP ON POSTS 4" SQ. POSTS 1" SQ. 14 GA. PICKETS 1 3/4' RAILS 2" MIN CLEARANCE 12"0 4000 PSI CONCRETE F001ING coricReTE FOOTING; SEE DETAIL NQNSTALL ALL FENCE FABRIC ON FIELDSIDE OF POSTS. 2. ALL CHAIN LINK FENCE SHALL BE GROUNDED PER CHAIN LINK MANUFACTURERS RECOMMENDATIONS. CHAIN LINK FENCE GATE GATE LEAF SINGLE LEAF >6'H - <12'H GATE POST 4" O.D. GATE FRAME (4 SIDES) 1.875' Irt7-rrtrr•f t trc°ulat iT 1 9 /rf� FILLER FABRIC HAND PLACE J RIP RAP AREA OF EXISTING SCOUR UNDER BUILDING EXISTING BUILDING 0 INCIDENTALS, SHALL' BE DONE APER THE MANUFACTURER'S RECOMMENDATIONS. MODULARBLOCK SEAT WALL SCALE: NONE 1/2' INTERIOR IPRIGHT OUND POST IINGE, OPEN 180' FASTENERS 15" O.C. AT POSTS STRETCHER BAR FASTENERS 18" O.C. AT RAILS FINISHED GRADE UNDISTURBED SUBGRADE / BRACKET USED TO ATTACH HELICAL PILE TO BUILDING PILE PLACED 5'-8' O.C. (Typ•) -H N EXISTING BROOK PROFILE I 81_00± O.C. GENERAL NOTES 1. ALL FENCING MATERIAL SHALL BE TREATED NORTHERN WHITE CEDAR. 2. ALL POSTS SHALL BE INSTALLED PARALLEL AND PLUMB. ALL RAILS SHALL BE INSTALLED PARALLEL AND TRUE. SPLIT RAIL FENCE SCALE: NONE EDGE OF BUILDING (NORTHERN EDGE OF SILT CURTAIN WATERCOURSE) X X SOUTHERN EDGE OF" WATERCOURSE X X PLAN VIEW STREAM MISS: 1. THIS DETAIL IS SHOWN FOR REFERENCE ONLY AND HAS BEEN PROVIDED TO INDICATE GENERAL CONSTRUCTION IN THE WATERCOURSE. 2. ACTUAL CONSTRUCTION OF THE PILES SHALL BE DONE PER DETAILS PROVIDED BY THE STRUCTURAL ENGINEER. 6X6 SPLIT RAIL CEDAR FENCE POST (TYP.) SPLIT RAIL CEDAR (TYP.) RAIL TO POST JOINT SCARIFIED END RAILS WITH LAP JOINT (TYP.) FINISH GRADE DRAIN AWAY FROM POST COMPACTED SUBGRADE REVISED PIANSI MUM ��4e„llilftx;1 ' s t` - • � ,map... I'Y � Ai';wk` FRANCIS J. VACGA, P.E. No.. 29098 OXCIBUX0 LOWTS 42 PINK IN C ,A U NS I LLE CONNECTICUT DETAILS OCTOBER 12, 2018 1 10/21/19 DEEP REVISIONS PREPARED FOR: DAKOTA PARTNERS, INC. 1264 MAIN STREET WALTHAM, MA 02451 GRotip 300 Winding Brook Drive Glastonbury, Connecticut 06,033 800 652 8227 . © 2016 BSC GROUP, INC. SCALE;: AS SHOWN FILE: 8364900 -DET. DWG DWG. N0: JOB. NO: 83649,00 C-62 SIGN 2j" DIAMETER STEEL POST (PAINT COLOR PER SPECIFICATIONS) BOLLARD (SEE DETAIL) 4,000 PSI CONCRETE A FOOTING Nj #4 REBAR A • a r 4 ®• CONCRETE _ LEVELING PAD BASKETBALL H(ALT. #.l SCALE: NONE ".w.x... r DOOR (CONFIGURATION VARIES; SEE ARCH. DWG'S) F5' MIN. (CHECK PLANS) 3 CON61 ETE LAMING44 : ? EXISTING BUILDING f• FOUNDATION Al ISOLATION JOINT LLI N Z zo La.: MAXIMUM 1.48• �✓ 4 Q ®• o f:. (SEE" • N!�Tg 1,) � ..� � _ � � , . • f - w �LE � � ins • � � :•.•r ••: .�: .•• 0 ,. w0 !a /1 f" CONCRETE SIDEWALK a CONNDOT #67 STONE ` COMPACTED IN TWO LAYERS -- 6D" MAIN WWR 44 — W2xW2 434 FULL DEPTH ISOLATION ` SURV'�Y-"HOTrf(TYP- JOINT IF ADJACENT TO `'SEE NOTE f2' SIDEWALK OR STAIRS COMPACTED SUBGRADE ELAN NOIES 1. SLOPE AND SIZE OF DOOR MANEUVERING CLEARANCE PER CONNECTICUT BUILDING CODE (REF. 2009 ANSI ICC A117.1 SECTION 404.2.3.1). 2. CONTRACTOR SHALL VERIFY SLOPE OF MANEUVERING CLEARANCE USING APPROPRIATE AND ACCURATE MEASUREMENT METHODS FOLLOWING INSTALLATION OF EXTERIOR DOOR LEVEL LANDING. SLOPES AND/OR SPOT GRADES SHALL BE SUPPLIED TO THE ENGINEER FOR RECORD. MANEUVERING CLEARANCE AT EDOOR. = L1 3J" ..� BREAKAWAY WALPOLE CHILLMARK SIGN POST BOARD TYPE PAINTED WOOD/VINYL PANELS " DIA. GRADE 9 OR APPROVED CADMIUM PLATED EQUALS SECURELY FASTEN PAINTED lir I FINISH BOLT LOCK WOOD/VINYL RAIL TO GATE lu GRADE POST CAP FRAME AND INTERIOR SUPPORT WASHER, AND RAIL WITH GALV. THROUGH SECTION A—A NUT ATTACH PAINTED WELDED GALV. STEEL GATE SALP i4 AI I BOLTS AS.\ThP9 A I I t► , FINISH ■�A��11'<;�,7��■■���■���■������■��■�■.�■��iA���A��■!'�"'1■■��.■���■■���■�■0141.. �1���l��■����■��■■■11'—■� 7 IIIIIIIIIIIIIIIIIII11m r w;, r REINFORCED CONCRETE PAD • MI .1 mw _2 2 PER PLAN A .tl e.. ./ •..d .4 V+ 4- d `• :4 e e ' IL 4 4 v°• ° •04 : a a '0 v LIJ ° a 4 4 Q Q ° .a•d 4• aQe a'Q•a'. FENCE FRAMEWORK SCHEDULE FENCE HEIGHT UP TO 4' BACKBOARD 8' TO 10' FENCE POST GOAL 2,875" O.D. 3.5" O.D. NOIE 1,6" O.D. NONE 2.375" 2.375" 1. SET ELEVATION OF TOP OF FOOTING 12" DIA. FOUNDATION BELOW BOTTOM OF 15" DIA. HEAVY DUTY HINGE COURT SURFACE. 5'-11" 4 PER LEAF 2. SET POST AND HOOP ASSEMBLY FROM FACE 15" DIA. IN ACCORDANCE WITH OF BACKBOARD MANUFACTURER'S INSTRUCTIONS. TO FACE OF POLE 4' 0 GALV. STEEL POST v o 0 3. REFER TO COURT LAYOUT DETAIL. SAFETY PADDING r z 0- (SEE SPECIFICATIONS) o 3" LAYER OF 1/2- 4,000 PSI CONCRETE A FOOTING Nj #4 REBAR A • a r 4 ®• CONCRETE _ LEVELING PAD BASKETBALL H(ALT. #.l SCALE: NONE ".w.x... r DOOR (CONFIGURATION VARIES; SEE ARCH. DWG'S) F5' MIN. (CHECK PLANS) 3 CON61 ETE LAMING44 : ? EXISTING BUILDING f• FOUNDATION Al ISOLATION JOINT LLI N Z zo La.: MAXIMUM 1.48• �✓ 4 Q ®• o f:. (SEE" • N!�Tg 1,) � ..� � _ � � , . • f - w �LE � � ins • � � :•.•r ••: .�: .•• 0 ,. w0 !a /1 f" CONCRETE SIDEWALK a CONNDOT #67 STONE ` COMPACTED IN TWO LAYERS -- 6D" MAIN WWR 44 — W2xW2 434 FULL DEPTH ISOLATION ` SURV'�Y-"HOTrf(TYP- JOINT IF ADJACENT TO `'SEE NOTE f2' SIDEWALK OR STAIRS COMPACTED SUBGRADE ELAN NOIES 1. SLOPE AND SIZE OF DOOR MANEUVERING CLEARANCE PER CONNECTICUT BUILDING CODE (REF. 2009 ANSI ICC A117.1 SECTION 404.2.3.1). 2. CONTRACTOR SHALL VERIFY SLOPE OF MANEUVERING CLEARANCE USING APPROPRIATE AND ACCURATE MEASUREMENT METHODS FOLLOWING INSTALLATION OF EXTERIOR DOOR LEVEL LANDING. SLOPES AND/OR SPOT GRADES SHALL BE SUPPLIED TO THE ENGINEER FOR RECORD. MANEUVERING CLEARANCE AT EDOOR. = L1 3J" ..� BREAKAWAY WALPOLE CHILLMARK SIGN POST BOARD TYPE PAINTED WOOD/VINYL PANELS " DIA. GRADE 9 OR APPROVED CADMIUM PLATED EQUALS SECURELY FASTEN PAINTED lir I FINISH BOLT LOCK WOOD/VINYL RAIL TO GATE lu GRADE POST CAP FRAME AND INTERIOR SUPPORT WASHER, AND RAIL WITH GALV. THROUGH SECTION A—A NUT ATTACH PAINTED WELDED GALV. STEEL GATE SALP i4 AI I BOLTS AS.\ThP9 A I I t► , FINISH ■�A��11'<;�,7��■■���■���■������■��■�■.�■��iA���A��■!'�"'1■■��.■���■■���■�■0141.. �1���l��■����■��■■■11'—■� 7 IIIIIIIIIIIIIIIIIII11m r w;, r REINFORCED CONCRETE PAD • MI .1 mw _2 2 PER PLAN A .tl e.. ./ •..d .4 V+ 4- d `• :4 e e ' IL 4 4 v°• ° •04 : a a '0 v LIJ ° a 4 4 Q Q ° .a•d 4• aQe a'Q•a'. FENCE FRAMEWORK SCHEDULE FENCE HEIGHT UP TO 4' 5' TO 6' 8' TO 10' FENCE POST 2.375" O.D. 2,875" O.D. 3.5" O.D. TOP AND BOTTOM RAIL MIDDLE RAIL 1,6" O.D. NONE 2.375" 2.375" 2.375" 2.375" FOOTING 12" DIA. 12" DIA. 15" DIA. GATE LEAF WIDTH 6'H OR LESS WH -- <12'H 12'H OR MORE GATE POST 2.875" O.D. 4" O.D. 4" O.D. GATE FRAME (4 SIDES) 2" 2.375" 2.375" INTERIOR SUPPORT NONE 2.375" 2.375" HEAVY DUTY HINGE 3 PER LEAF 3 PER LEAF 4 PER LEAF FOOTING 12" DIA. 15" DIA. 15" DIA. 36"± FILL JOINTS WITH 1" THICK WEATHERING STEEL BIKE POLYMERIC SAND (SEE RACK, ASTM A588, LASER CUT EDGE CONDITION VARIES; SPECIFICATIONS) NOTCHES, SMOOTH AND ROUND SEE PLANS EDGES CONCRETE UNIT PAVERS „R (SEE SPECIFICATIONS) 'n 3" LAYER OF 1/2- WIDTH VARIES SAWCUT BITUMINOUS CRUSHED STONE SIDEWALK 0 35.88" 1/2- JOINT EMBED STEEL INTO CONCRETE : -- 1" SAND SETTING BED 1. PROVIDE DETAILED SHOP 12" GRANULAR uo M CONCRETE PAD; DRAWINGS DEPICTING MATERIAL, SEE DETAIL DIMESNIONS, AND ACHORAGE TYPE,. FILL SURFACE MOUNT PER III III III III III COMPACTED 0 MANUFACTURER'S 30"(TYP.) �e� ��� ��� UNIT PAVERS AT SUBGRADE C RECOMMENDATIONS CONCRETE 6"x6" #6 WWM FILL JOINTS WITH `' 4 POLYMERIC SAND (SEE CONCRETE PAD; .. Q . 4 ° O ® EDGE CONDITION VARIES; SPECIFICATIONS) 1 2" CHAMFER / _ d 4 SEE PLANS ALL SIDES " 4 GRANULAR FILL a a a Q e •: ;' BIKE RACK CONCRETE UNIT PAVERS ADJACENT TO a PLANTED AREA LAWN :. :. 3" LAYER WIDTH VARIES \\�\\ if a a.....: 4 :. : _ \ • • C4CRUSED �. •. '.. .. H STEEL LANDSCAPE � .. ' STONE \ • •. .a . • . .. � EDGING 3/16"x4 " • 1" SAND SETTING BED \\\\\o\\\\\ 12 GRANULAR FILL STEEL ANCHOR ELEVATION 15" STEEL STAKE STUD EVERY 3' O.C. Q IIIIII Ell� III III III COMPACTED Q ' SUBGRADE : .4 . n �► a a ..Q ��� ��� ��� ���---��� UNIT PAVERS AT ��� �� SUBGRADE 1. INSTALL PER MANUFACTURER'S PLANTED AREA INSTRUCTIONS. BICYCLE RACK ALItKNAIt tiIGYGLt KAGK CONCRETE UNIT PAVINSTiII4 ER LLATIONSCALE: NONE I DO NOT PRUNE TREE'S LEADER. NO PRUNING OR CUTTING OF THE TREE SHALL BE DONE UNLESS DIRECTED BY THE LANDSCAPE ARCHITECT TRUNK FLARE JUNCTION, PLANT 2"-3" ABOVE FINISHED GRADE. TREE SHALL BE SET PLUMB REMOVE EXTRA SOIL FROM 'TRUNK FLARE AND TOP OF ROOTBALL 3 X ROOTBALL DIAMETER CONDUIT STUBBED 1" ABOVE UNIT FOUNDATION - NUMBER AND SIZE AS �\ REQUIRED 1/2- CHAMFER ALL EXPOSED EDGES �\ 2" MAX. MULCH 3" MIN. KEEP FROM DIRECT CONTACT WITH TRUNK EDGE OF 3" HIGH WATERING SAUCER FINISHED GRADE /0110, COMPLETELY REMOVE BURLAP, LACING AND WIRE BASKET FROM TOP 1/2 OF THE pol ROOTBALL PLANTING SOIL SEE SPECIFICATIONS COMPACTED SUBGRADE ROOT BALL SHALL BE PLACED DIRECTLY ON COMPACTED SUBGRADE 1. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 2. SAUCER SHALL BE FLOODED TWICE DURING THE FIRST 24 HOURS AFTER PLANTING. 3. DO NOT STAKE OR WRAP TREE UNLESS NOTED OTHERWISE. c *• (2) 2" RMC SWEEPS Ln ANCHOR BOLTS FURNISHED BY THE POLE MANUFACTURER 41,000 PSI CONCRETE a 8 #5 VERTICAL BARS WITH a 3 AT 12" O.C. - CIRCULAR TIES 24" -�-- #6 INSULATED COPPER GROUND WELDED TO INTERNAL LUG IN POLE -- , SIZE IN ACCORDANCE LITH NFPA 70 - PROVIDE ADDITIONAL CONDUIT SWEEP 3/4" DIAMETER 10'-0" LONG GROUND ROD - LOCATE ADJACENT TO FOUNDATION LIGHT POLE - SEE DETAIL FINISHED GRADE lawsc' • uAinmuuiudl►v1�111pII11R. � • • : • RQML 1. LOOSE OR CRACKED ROOT BALLS ARE UNACCEPTABLE.CAVATE BELOW ROOT BALL DEPTH. 2. EXCAVATE TO REQUIRED DEPTH AND DO NOT EX 3. SET SHRUBS PLUMB WITH ROOT FLARE 1" AIRADE,ACKFILL WITH PLANTING MIX. 4. FLOOD WATERING SAUCER TWICE IN FIRST 24 HOURS AFTERPLANTING. 5. RAISE AND REPLANT ANY SHRUBS THAT SETTLE AFTER PLANTING do WATERING. 6. REMOVE 1/3 BURLAP PRIOR TO BACKFILL. SYNTHETIC BURLAP UNACCEPTABLE 7. 2" DEPTH MULCH (KEEP MULCH 1" AWAY FROM SHRUB BASE) 3" HIGH EARTH WATERING SAUCER 1'-0" BEYOND ROOT BAIL PLANTING MIXTURE. 8. FOR CONTAINERIZED PLANTS: REMOVE CONTAINER PRIOR TO PLANTING, SCARIFY ROOT BALL BELOW EDGE 1/2" DEEP IN FOUR LOCATIONS. MEDIUMFLANTING BED COMPACTED s - OR UNDISTURBED SUBGRADE 1. WATERING SAUCER SHALL BE / FLOODED TWICE DURING THE FIRST 24 HOURS AFTER PLANTING. TREE SHALL BE PLANTED 2. DO NOT CUT LEADER. SO THAT CROWN IS 2"-3" ABOVE FINISHED GRADE 3. TREE SHALL BE SET PLUMB. AFTER SETTLEMENT � y � 3" PINE BARK MULCH (PULL MULCH AWAY FROM TRUNK \ / OF TREE) 3" HIGH EARTH WATERING SAUCER AROUND TREE PIT COMPLETELY REMOVE BURLAP, LACING ANDWIRE FROM ®P \/%\% •� /2 OF THE TROOTBALL BACKFILL MIX PER �+ SPECIFICATIONS i\\/\\/ ROOTBALL 6" BELOW ROOTBALL 3 X ROOTBALL DIAMETER i!NG EXCAVATE PLANTING PIT TO DEPTH OF ROOT BALL $LO :0 P TI TR E fS ==� E p LAN N G) NONE PLANT AT SAME DEPTH (AFTER SETTLEMENT) AS GROWN IN NURSERY PLANTING BED PLANTING MEDIUM COMPACTED FILL OF UNDISTURBED SUBGRADE SHRUB PLANTING TYE GROUNDCOVER PLANTING TYP. SCALE: 1" = 1'-0" SCALE: NONE I N V_ CONSERVATION SEED; SEE SPECIFICATION JUTE MAT PLACED AFTER SEEDING. SECURED WITH BIO-DEGRADEABLE STAPLES, 2 PER EVERY 7 SQ. FT. =�I ����%���� �IIi•�•III•�, ,•lll•�•lll•�.11l.'.III=�11 \i� �i I—III—III—III—III—III—I NON—AMENDED EXISTING SIL TRACKED PERPENDICULAR TO SLOPE 1=1 I I—III—III—III—t i PRIOR TO SEEDING 1=1 I I I i I I—III—III—i I I—III—i i t—I 11= IIIIIIII���II I,I IIT_I��illl��,lll_„III,,III,;,III���II MAT ANCHOR TRENCH AT TOP OF SLOPE STAPLE MAT TO BOTTOM OF TRENCH PRIOR TO BACKFILLING (MIN. 2 PER ROLL WIDTH) toI SEEOEo uxN 6N AMENDED TOPSOIL =1 11=1 11=1 11=1 I I = =1I 11 I I J_1vaoPoSEo SUBGRADE [I I I I 1=T 1 1 1=1 11=1 I 1EE1 11=1 I I- I I FI I I� I II ems:. i. CONTRACTOR SHALL PREPARE SOILS IN ALL DISTURBED AREAS AND AREAS USED FOR EQUIPMENT ACCESS. LAV�I�I SCALE: NONE MIN T 4'-®" 18" MIN PLAN 8'-0" MAX. CONTROL FENCE AT DRIP LINE TREE TRUNK 2"x2"x6' WOODEN POST (TYP.) ORANGE PLASTIC WEB FENCE (TYP.) \--3 EQUALLY SPACED ELDAM TIES (TYP.) HOIESL 1. INSTALL TEMPORARY CONTROL FENCE AT THE DRIP LINE OF EXISTING TREES TO REMAIN. PROTECTION FENCE. REVISED PIANS 11 CONCRETE OR BRICK & MORTAR INVERT 12" GRANULAR FILL ►O PRECAST MANHOLE. PRECAST REDUCERS WILL BE PLACED ABOVE THE 5' OR 6' BASES AS DIRECTED BY THE ENGINEER. WALL THICKNESS TO INCREASE 1* FOR EACH 1' OF INSIDE DIAMETER INCREASE. 2. FRAME DIAMETER R WITH FLANGE MUST BE USED WHEN THE TOP DIA. OF THE O_.HER FRAME DIMENSIONS R. TO REMAIN THE SAME. .Y CONCRETE .i COMPRESSIVE .tea STRENGTH OF ..500 BE OBTAINED PRIOR TO SHIPPING. STORM DRAINAGE MANHOLE. ENDWALL RP 1 I Z f� Cb GEOTEXTILE FABRIC (SEPARATION) SHOULD FIELD CONDITION WARRANT GRANULAR FILL SECTION A -A 5EC110N B -B OUTLET SP Lo W3 Z Cb d Y RIPRAP TYPE ID 1 36" 20' 14' 3' 8' 36" 12" STANDARD 33' SEE PLANTING PLAN FOR LANDSCAPING ON SIDES GEOTEXTILE FILTER FABRIC WRAPPED AROUND STONE 4"PERFORATED PIPE 3/8" CRUSHED STONE COMPACTED SUBGRADE CONCRETE 3" BATTER ON ALL WALLS PLAN 4-#6 BARS (FULL LENGTH) ------------------ BACKFILL -----_ --- _ BACKFILL LINE o � � H 1 -------- 4-#6 BARS DIA. OF PLP (FULL LENGTH) RIPRAP APRON B FRAME - SET IN FULL BED OF MORTAR FRONT ELEVATION TYPE ENDWALL H K 2'-6" DIA. MAX. INSIDE PAVED " 2'-0" DIA. MIN. W 15" ADJUST TO GRADE WITH MAX. ADJACENT TO CATCH BASIN of 00 OF FOUR COURSES OF BRICK 7'-3Y'4" AS DIRECTED 8" MIN. FOR TEMPORARY 5'-5Y4* PRECAST REINFORCED CONCRETE 0 3" MIN. MANHOLE ECCENTRIC CONE 6'-8" 9'-1)r (TYP.) ®--- WELDED WIRE FABRIC (TYP.) � r- a m w 2��4" MIN. A' DROP MIN. BITUMINOUS CONCRETE - rr 36" 1 t >, 6 MIN.. LOAM & SEED PRECAST REINFORCED CONCRETE TONGUE 3'-3" 1 TYP. 12" (TYP.) AND GROVE RISERS AS REQUIRED 1'-4%* STEP LIFTING HOLES (TYP.) W -5X4" OR DENSE GRADED gU-LWO MORTAR ► ► 4 MIN, �'� Q ► 7" TYP. WATERTIGHT KNOCKOUTS FOR PIPES CRUSHED STONE GASKET OR SEALER MIN. 4" FROM TOP &t »nlA M BOTTOM OF BASE WITHEVER IS GREATER 4" MIN.- 6" MIN. --• I CONCRETE OR BRICK & MORTAR INVERT 12" GRANULAR FILL ►O PRECAST MANHOLE. PRECAST REDUCERS WILL BE PLACED ABOVE THE 5' OR 6' BASES AS DIRECTED BY THE ENGINEER. WALL THICKNESS TO INCREASE 1* FOR EACH 1' OF INSIDE DIAMETER INCREASE. 2. FRAME DIAMETER R WITH FLANGE MUST BE USED WHEN THE TOP DIA. OF THE O_.HER FRAME DIMENSIONS R. TO REMAIN THE SAME. .Y CONCRETE .i COMPRESSIVE .tea STRENGTH OF ..500 BE OBTAINED PRIOR TO SHIPPING. STORM DRAINAGE MANHOLE. ENDWALL RP 1 I Z f� Cb GEOTEXTILE FABRIC (SEPARATION) SHOULD FIELD CONDITION WARRANT GRANULAR FILL SECTION A -A 5EC110N B -B OUTLET SP Lo W3 Z Cb d Y RIPRAP TYPE ID 1 36" 20' 14' 3' 8' 36" 12" STANDARD 33' SEE PLANTING PLAN FOR LANDSCAPING ON SIDES GEOTEXTILE FILTER FABRIC WRAPPED AROUND STONE 4"PERFORATED PIPE 3/8" CRUSHED STONE COMPACTED SUBGRADE CONCRETE 3" BATTER ON ALL WALLS PLAN 4-#6 BARS (FULL LENGTH) ------------------ BACKFILL -----_ --- _ BACKFILL LINE o � � H 1 -------- 4-#6 BARS DIA. OF PLP (FULL LENGTH) RIPRAP APRON B STANDARD WING FRONT ELEVATION TYPE ENDWALL H K L INSIDE PAVED I SURFACE ' OUTSIDE PAVED SURFACE FINISHED GRADE MAY VARY W 15" 1'-6" ADJACENT TO CATCH BASIN of 00 PAYMENT LINE 7'-3Y'4" AS DIRECTED in u- <20 FOR TEMPORARY 5'-5Y4* 3"' 0 PAVEMENT 3'-3" 6'-8" 9'-1)r (TYP.) ®--- ®fit" DROP MIN. � r- a m w » 3 (�•) A' DROP MIN. BITUMINOUS CONCRETE - rr 36" 1 t >, 6 MIN.. LOAM & SEED 1 2'-0" 3'-3" 1 6'-8" 9'-1jrI <� ® 1'-4%* O' --9;Y4 PAVEMENT, MIN, OR W -5X4" OR DENSE GRADED ► aA ► ► �'� Q ► �-.� MATCH EXISTING DEPTH e . ; CRUSHED STONE M WITHEVER IS GREATER � 1 ®®' TYP 2'®8�,4» 6 is FINISH GRADE ' w * w a PAYMENT LINE � n TYP FOR PERMANENT w mm ,. PAVEMENT Srr ;N m 8 ( .:9y �'' ir io �:, �;9 t i..• .� 4. PAYMENT LINE (�.) 1 Ne, Z � .tom.. • o .sg y�i a;, ..�o ; r. 4'- » (MIN.) COVER { 12 2" f\/MIN.\/}t;RAVEL 1 ! ;'•°"'':.. (�- (TYP-) /) BASE COURSE P4. b.Y. ���•.- I TRENCH WIDTH; SEE TABLE BELOW WARNING TAPE COMPACTED BACKFILL r - ZONE AROUND PIPE;rr _p BACKFILL WITH p a PROCESSED SAND; ► MATERIAL FROM TRENCH NOT 49m4» 12" CRUSHED STONE " PERMITTED IN , SIDE VIEW FRONT ZONE VIEW_ s 'i WATERMAIN 1. FRAME AND GRATE SHALL BE CONSTRUCTED PER SPECIFICATIONS. 2. ALL FACES OF STRUCTURES IN CONTACT WITH PAVEMENT SHALL BE COVERED WITH TAR PAPER OR APPROVED EQUAL. 3. TO CONVEY SUBSURFACE DRAINAGE, OPENINGS SHALL BE FORMED IN THE FOUR WALLS AT OR IMMEDIATELY ABOVE THE BOTTOM OF PERVIOUS BACKFILL. 4. WALL THICKNESS OF ALL CB'S OVER 10' DEEP SHALL BE INCREASED TO 12" THICK. INSIDE DIMENSION SHALL REMAIN THE SAME. (12" THICKNESS WILL START AFTER THE FIRST 10'). 5. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF F'c ® 4000 PSI SHALL BE OBTAINED PRIOR TO SHIPPING. TYPE "C L" CATCH BASIN. c® r im ELEVATION CONCRETE AREA DRAIN FRAME AND GRATE BLOCK AS REQUIRED PRECAST CONCRETE COVER PRECAST AREA DRAIN e J NQTES 1. STRUCTURE SHALL BE 30"x30" CONCRETE AREA DRAIN, AS MANUFACTURED BY ARROW CONCRETE, OR ENGINEER APPROVED EQUAL. 2. CONCRETE STRENGTH SHALL BE 5,000 PSI AT 28 DAYS. 3. REINFORCING STEEL - ASTM 615 AND A82 OR A185 SPECIFICATIONS. 4. H-20 DESIGN LOADING PER AASHTO HS -•20-44. 5. BUTYL RUBBER JOINT SEALANT - ASTM C990-91. 6. HEIGHT OF DRAIN BOX SHALL BE 3' (MODEL #ADBK03) UNLESS DEPTH OF INVERT PIPE OUT REQUIRES THE USE OF V DRAIN BOX (MODEL #ADBK04). 7.. FRAME AND GRATE SHALL BE ONE OF THE FOLLOWING: A. STANDARD GRATE SHALL BE NEENAH INLET FRAME/GRATE R-2570 OR ENGINEER APPROVED EQUAL. B. ADA STANDARD GRATE SHALL BE NEENAH INLET FRAME/GRATE R-2569 OR ENGINEER APPROVED EQUAL. C. STANDARD BEEHIVE GRATE SHALL BE NEENAH INLET FRAME/BEEHIVE GRATE R-2564 OR ENGINEER APPROVED EQUAL. - SEE DRAWINGS FOR SPECIFIC LOCATIONS OF TYPE SELECTED, D B C G H K L P Q R W 15" 1'-6" 2'-0" 3'-3" 6'-8" 9'-1J" 7'-3Y'4" V -4W O' -9Y4" 3'-4W 5'-5Y4* 18" 1'-6" 2'-0" 3'-3" 6'-8" 9'-1)r 7'-3Y4" 1'-4%" 0'-9,V4" 3'--4W 5'-5V 36" 1 1'-6" 1 2'-0" 3'-3" 1 6'-8" 9'-1jrI 7'-3Y'4" 1'-4%* O' --9;Y4 3'-4W W -5X4" GENERAL NOTES 1, ENDWALL SYMMETRICAL ABOUT q OF PIPE. 2. REINFORCEMENT TO BE PLACED FOR PIPES 48" DIA. AND GREATER. 3. ALL EDGES OF EXPOSED SURFACES TO BE CHAMFERED APPROXIMATELY 1 ". 4. WHEN ONE ENDWALL IS TO BE USED FOR TWO PIPES, THE DIMENSIONS OF THAT ENDWALL SHALL CONFORM TO THAT REQUIRED FOR THE LARGER PIPE, "EXCEPT THE DIMENSION "L" SHALL BE INCREASED BY THE OUTSIDE DIAMETER OF THE SMALLER PIPE PLUS ONE FOOT. B3" 10" lov 4-#6 BARS 19--3" t0w I PLACED AS SHOWN 10-8m 3 9" it H fill lilt i i 4' R 11111 12 i �- -�vi Joe ' ® C " 12 » 3" 3 4-#6 BARS ® _3" PLACED AS SHOWN RETAIL OF SIDE ELEVATION BAR SPACING LAWN AREA -\, CROSS COUNTRY 4' MINIMUM LOAM AND SEED FINAL BACKFILL: COMMON FILL MIN, 24" (SEE COVER SPECIFICATIONS -- FOR COMPACTION REQUIREMENTS) 6" MIN. SPRING LINE " DROP ROADWAY CROSS IN. .- SLOPE UNLESS SPECIFICALLY ORDERED OTHERWISE, MIN. DEPTH UNDER cn TRAVELWAY IS 1'®7)Vp � & 0'-3" UNDER 5 UNTRAVELED AREAS w (TYP.) m cn z 12" CRUSHED STONE-"'- 40-4.2 SIDE VIEW FRONT VIEW 1. FRAME AND GRATE SHALL BE CONSTRUCTED PER SPECIFICATIONS. 2. ALL FACES OF STRUCTURES IN CONTACT WITH PAVEMENT SHALL BE COVERED WITH TAR PAPER OR APPROVED EQUAL. 3. TO CONVEY SUBSURFACE DRAINAGE, OPENINGS SHALL BE FORMED IN THE FOUR WALLS AT OR IMMEDIATELY ABOVE THE BOTTOM OF PERVIOUS BACKFILL. 4. WALL THICKNESS OF ALL CB'S OVER 10' DEEP SHALL BE INCREASED TO 12" THICK. INSIDE DIMENSION SHALL REMAIN THE SAME. (12" THICKNESS WILL START AFTER THE FIRST 10'). 5. USE APPROPRIATE CONCRETE TOP FOR CURBING SHOWN ON PLANS, OR AS DIRECTED BY THE ENGINEER. 6. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF F'c - 4000 PSI SHALL BE OBTAINED PRIOR TO SHIPPING. ••--- CROSS COUNTRY NOIES 1. ALL PIPES SHALL HAVE A SMOOTH INTERIOR (TYPE S). • . •, �, • t • , • . 2. WHERE TRENCH WALLS ARE STABLE OR SUPPORTED, PROVIDE A WIDTH SUFFICIENT, BUT NO GREATER THAN NECESSARY, TO ATERIALS. UNLESS OTHERWISE KING ROOM TO PS ECIFI D BY THE PPE MROPERLY PLACE AND ANPACT MUNCHING AND UFACTURER, THE SPACE •.'.'.'.'.'.'.'.'.'.'.'.'.°.'.'.'.'.'.'.'. ��, BETWEEN THE PPE AND TRENCH WALL MUST BE WIDER THAN THE COMPACTION EQUIPMENT USED IN THE PIPE ZONE. MINIMUM WIDTH SHALL BE NOT LESS THAN THE GREATER OF EITHER THE PPE OUTSIDE \ \ DIAMETER PLUS 16 INCHES OR THE PIPE OUTSIDE DIAMETER TIMES 1.25, PLUS 12 INCHES. ......................... PAVEMENT SECTION 3. WHERE PERFORATED PIES ARE CALLED -FOR, BEDDING, HAUNCHING, AND INITIAL BACKFILL SHALL BE VARIES (SEE PLANS CONNDOT NO. 6 CRUSHED STONE SHALL MEET THE REQUIREMENTS OF FORM 816 M.08. AND DETAILS) 4, WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED SUBBASE OR BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN COMMON FILL ALTERNATIVE AND AT THE DISCRETION OF THE ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED BASED ON USING A GEOTEXTILE MATERIAL. C PAVEMENT SECTION 5. BEDDING, HAUNCHING, AND INITIAL BACKFILL SHALL BE CONNDOT NO. 6, NO. 67, OR NO. 8 AGGREGATE ® OR OTHER MATERIALS MEETING THE REQUIREMENTS OF ASTM D2321 FOR CLASS IA, IB, II, OR III UNLESS GEOTEXTILE (ONLY OTHERWISE INDICATED BY THE PIPE MANUFACTURER. C TO BE USED WHERE PERFORATED PIPES HDPE ARE GALLED FOR) PIPE (SEE PLANS) C INITIAL BACKFILL HAUNCHING c 4"-6* BEDDING 4 IN EARTH \ \ �. �\ UNDISTURBED 8" 1 ROCK \ \ \ \ SUBGRADE I N EARTH ( IN ROCK TRENCH WIDTH, SEE NOTE 2 -I ----NOTES.- TRENCH WIDTH TABLE PIPE DIA. 12" & UNDER 16" TRENCH WIDTH 31_4» 1. PAYMENT O,PAVEMENT INSTALLED BEYOND PAYMENT MADEONLY WHEN SUCH INSTALLATION IS APPROVED BY THE PUR f3i a UP MGM PTO: 4 1 10/21/19 DEEP REVISIONS PREPARED FOR: DAKOTA PARTNERS, INC. 1264 MAIN STREET WALTHAM, MA 02451 B IL �)(.j Gy otip fr x. 300 Winding Brook Drive Glastonbury, Connecticut 0603 860 652 8227 © 2018 BSC GROUP, INC. SCALE: AS SHOWN FILE: 8364900-DU,DWG DWG. NO: 0,6 JOB. NO: 83649,00 u . CONTRACTOR TO GROUT (DIAMETER VARIES) T; TO FINISHED GRADE L BATTER GRADE IN. , RINGS/RISERS .:.� FROM ITA , T� . €#: e, s LTE A -- �— UNE 3' . lN\oERT TABLE UP TO BE AT "i. yy ® •. � SAME ELEVATION AS INSIDE ANii FITTINGS AKE •®• FIBERGLASS SEPARATION ®� s o N.T.S. CYLINDER AND INLET a y 6' NUfi.1/4a QRUSHE@ STONE. ®$ s '• • OUTLET PIPE I �® •. 1'-8" • say " 2V INLET PIPE dk 24" 29-®2" (MULTIPLE INLET PIPES 1• ' ZJ' MAY BE I '••. 2'-8" 3'-2" ACCOMMODATED) 10'-6" 12'-6" 2W 3" . " 3'-8" m BACKFILL 3" ' 9 • 4'-2' 7'-6" i. 3" • y PERMANENT • •' POOL ` ELEV. OIL BAFFLE SKIRT y ° y y y' •, �.. ' • • " pp • CONTACT YOUR CONTECH CONSTRUCTION PRODUCTS REPRESENTATIVE. SEPARATION --/ SCREEN •°° www.contech—cpi.com PVC HYDRAUUC ®� SHEAR PLATE y . . t � s y • 4. CDS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND SOLIDS STORAGE SUMP ELEVATION A- N.T.S. SOLIDS STORAGE SUMP CEO YN MIC-OLPATo.., IHYDR-QD A, FIBERGLASS SEPARATION CENTER OF CDS STRUCTURE, SCREEN CYLINDER AND INLET \ AND SUMP OPENING D FRAME t • COVER ccw- TIO PFRAUCT NE MAY BE KWECTW BY OOB HOPE OF THE FOLLomw UH MTE-M %l•1,&LI q.t1,T1�.,•I1,Wi,.,6,,,m% IEIATEO FONE+YY1 PATENM OR QMBt Mi PU"a PROPOSED SURFACE TREATMENT (SEE PLANS) DETECTABLE WARNING TAPE 2" CONDUIT OR WATER LINE IN SAND ADJUSTABLE VALVE BOX PER LOCAL WATER Nw' W VIEW (DIAMETER VARIES) T; H L BATTER B IN. FT.—IN. N.T.S. .:.� FROM ITA , T� . €#: e, s LTE A -- �— UNE 3' . lN\oERT TABLE UP TO BE AT buclILE,IRON PIPE SAME ELEVATION AS INSIDE ANii FITTINGS AKE CRO (TOP) OF LARGEST 0 BE -USED N.T.S. 1'-11Y4" IN'VERt TO BE CONSTRUCTED 6' NUfi.1/4a QRUSHE@ STONE. OF ACK MASONRY. COM IPACT TO 95% MAX DRY'DENSITY 2W SECTION B -B 18" 1'-8" 5'-0" 60--6" 2V 2'—or 24" 29-®2" 5'-6' 8'-6" ZJ' 2'-1 ;4 THOROUGHLY COMPACT 2'-8" 3'-2" 6'-0" 6'-6' 10'-6" 12'-6" 2W 3" 2'-3N 2'--7Xw 42" 3'-8" GENERAL NOTES 1. STRUCTURE SHALL BE CONTECH #2015--04 OR APPROVED EQUAL. BACKFILL 3" 2'-9" 48" 4'-2' 7'-6" 16'-6" 3" 2. DIMENSIONS MARKED WITH O ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. ; 3. FOR FABRICATION DRAWINGS NTH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE SITE SPECIFIC CONTACT YOUR CONTECH CONSTRUCTION PRODUCTS REPRESENTATIVE. www.contech—cpi.com DATA REQUIREMENTS 4. CDS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. STRUCTURE ID 2015-04 5. STRUCTURE SHALL MEET AASHTO HS20 AND CASTINGS SHALL MEET AASHTO M306 LOAD PIPE INVERT�/��/i �— WATER QUALITY FLOW RATE (CFS) 1.4 RATING, ASSUMING GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PEAK FLOW RATE (CFS) 10.0 ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. _ RETURN PERIOD OF PEAK FLOW (YRS) 10 6. PVC HYDRAULIC SHEAR PLATE IS PLACED ON SHELF AT BOTTOM OF SCREEN CYLINDER. SCREEN APERTURE (2400 OR 4700) 4700 REMOVE AND REPLACE AS NECESSARY DURING MAINTENANCE CLEANING. COMPACTED SUBGRADE 2' e PIPE DATA: I.E. MATERIAL DIAMETER INSTALLA130 NOTES INLET PIPE 1 26.00 HDPE 15° 1. ANY SUB—BASE, BACKFILL DEPTH, AND/OR ANTI—FLOTATION PROVISIONS ARE INLET PIPE 2 - - - SITE—SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF OUTLET PIPE 1 26.00 HDPE 15• RECORD. 1. PULL- LINE IN ALL ELECTRICAL CONDUIT: 3/8—INCH DOUBLE—BRAIDED, LOW RIM ELEVATION 30,00 Z. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO STRETCH, POLYESTER COMPOSITE ROPE. LIFT AND SET THE CDS MANHOLE STRUCTURE (LIFTING CLUTCHES PROVIDED). 2• MINIMUM DEPTH OF ELECTRICAL CONDUIT 24 INCHES. MINIMUM DEPTH OF ANTI -FLOTATION BALLAST WIDTH HEIGHT 3. CONTRACTOR TO ADD JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS, AND ASSEMBLE WATER LINE: 42 INCHES. NOTES/SPECIAL REQUIREMENTS: STRUCTURE. 4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH PIPE INVERTS NTH * PER ENGINEER OF RECORD ELEVATIONS SHOWN. 5. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, CONDUIT ® A T LATERAL TRENCH, GATE VALV HOLDING WATER TO FLOWLINE INVERT MINIMUM. IT IS SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. SCALE: NONE A '- ' F :•>. FLOW A1. MAXIMUM 18" PIPE TO BE INSTALLED IN MANHOLE. FOR PIPES LARGER THAN 18" USE 60" PRECAST MANHOLE BASE NTH 48"x60" MANHOLE TAPER. PER LOCAL HYDRANT STANDARDS FER+JC0 COUPLING ®®I — . • ' ' 2. MAXIMUM DEPTH OF R.C. PIPE MANHOLES WITH 5" THICK TRANSION TO, DlgQTILE` ° IR1.FRANCH CONNECTION ` . : ;;.:: ':'° WALL IS 30 FEET. ROTATE HYDRANT AS I_:..;LINE "B" :ORE INTO MANHOLE RISER SECTION 3. ALL JOINTS REQUIRED IN THE CONSTRUCTION OF THE — REQUIRED SECTION C®C MANHOLE SHALL BE MADE WITH BUTYL RUBBER GASKETS. } PRECAST RHNFORCEU 12" MIN. TO 16' MAX. CONNECTION OF PIPES TO MANHOLE WALL HYDRANT TO BE CONE. RIS SECTION BRICK TO BE MADE WITH BRICK OR CONCRETE ADJUSTED TO GRADEsp — MASONRY, OR ELASTOMERIC TYPE OF AS REQUIRED FOR JOINTING, SEAL APPROVED BY THE ENGINEER 3044 P,&[. CONCRETE - " ENCASFVENT �. ; SEE SPECS. ar MANH2LE STEWS 8 AT 12'I O.C. A :, " " VARIES 6 TO 18 FINISH I. '_. ECCENTRIC PRECAST REINFORCED 40 :'°�i 4,000 PSI CONCRETE MANHOLE CONE UNDISTURBED EARTH _ IPE "HALL .BE c�As " K t ; ' 12" MIN, ABOVE— FHGH�S"f GR0VM BOOT:•.� REINFORCED 4,000 PSI CONCRETE AIIv1I TFR THE RUNS, UP TO 1 Q'° _ :; MANHOLE SECTIONS , I �s , " j� ®' CONCRETE BACKING LVIv <RADius o ,t I�I�'` _ _ _ cn f '' .. ��' ' STEP (TYP.} AGAINST UNDISTURBED 5' EARTH NOTE: IF THE INSE?EC bR dETEf�M1W ;THAT ::WTA LE' RAN'UL.AR' PIPE f3EUDiNG `I l,4TF,RiAL: f ITIY E TiLIE LE 0TAAILA LE F I -SIE EX VAT4 " k ACKF1a, ,AND 'RFDDIi . SEWER PIPE TRENCH_ DETAIL, SCALE: NONE 15" IN GO CRETE BAFFLE 12" THICK 36" WIDE SET IN MIDDLE OF MANHOLE 15" IN 1®19.26 CONCRETE INVERT POURED AROUND CONCRETE BAFFLE1„I;1 all TOP EL=21.00 #4 BAR 0 12" EACH WAY 12" THICK CONCRETE (5,000 PSI) BAFFLE 18" OUT ®1=17.31 12" CRUSHED STONE Imm pi I Plop] w"oh, a YAM=" SCALE: NONE FLOW U CONCRE DIMENSIONS FOR ONE ENDWALL BASED ON S=D+2' D T; H L BATTER B IN. FT.—IN. FT.—IN. .:.� FROM ITA , T� . €#: e, s LTE A -- �— UNE 3' . lN\oERT TABLE UP TO BE AT buclILE,IRON PIPE SAME ELEVATION AS INSIDE ANii FITTINGS AKE CRO (TOP) OF LARGEST 0 BE -USED PIPE BUILT INTO MANHULE, 1'-11Y4" IN'VERt TO BE CONSTRUCTED 6' NUfi.1/4a QRUSHE@ STONE. OF ACK MASONRY. COM IPACT TO 95% MAX DRY'DENSITY 2W SECTION B -B 18" Imm pi I Plop] w"oh, a YAM=" SCALE: NONE FLOW U CONCRE DIMENSIONS FOR ONE ENDWALL BASED ON S=D+2' D S H L BATTER B IN. FT.—IN. FT.—IN. FT.—IN. IN./FT. FT.—IN. 12" 1'-2" 4'-6" 4'-6" 2)r 1'-11Y4" 15" 1'-5" 4'-9" W-6" 2W 1'-11W 18" 1'-8" 5'-0" 60--6" 2V 2'—or 24" 29-®2" 5'-6' 8'-6" ZJ' 2'-1 ;4 30" 36" 2'-8" 3'-2" 6'-0" 6'-6' 10'-6" 12'-6" 2W 3" 2'-3N 2'--7Xw 42" 3'-8" 7'-0' 14'-6" 3" 2'-9" 48" 4'-2' 7'-6" 16'-6" 3" GENERAL NOTES 1. ALL EDGES OF EXPOSED SURFACES TO BE CHAMFERED APPROXIMATELY 1". 2. EXPOSED HEIGHT OF BACK OF WALL ABOVE SLOPE TO BE 7" FOR SLOPE OF 1,j:1 & 4:1, 9" FOR SLOPE OF 2:1. 3. WHEN ONE ENDWALL IS TO BE USED FOR TWO PIPES, THE DIMENSIONS OF THAT ENDWALL SHALL CONFORM TO THAT REQUIRED FOR THE LARGER PIPE, EXCEPT THE DIMENSION 'L" SHALL BE INCREASED BY THE OUTSIDE DIAMETER OF THE SMALLER PIPE PLUS ONE FOOT. VARIES 9- MAIN I (SEE LOCAL REQUIREMENTS) _ I (2 OR 3 WAY CONNECTION AS REQUIRED) 1 ADJUSTABLE VALVE BOX I _ PER LOCAL STANDARDS I � I 6' GATE VALVE z M.J. FITTINGS (TYP.) 5 PROVIDE 7 CU. FT./ 2 TIE RODS (T`rF'.) 1/2- TO 1" CRUSHED (1 EACH SIDE) STONE TO AT LEAST 6" ABOVE DRAIN HOLES GRAVEL BEDDING 6" DUCTILE IRON PIPE CONCRETE BACKING AGAINST UNDISTURBED MATERIAL FIRE HYDRANT & VALVE WATER MAIN 1 REV ISED PLANS ,. ICKECONC FLOW WATER 6" MAXX 41 PIPE PRECAST41 • N N E Cllnl (OMAN . ............... AND SEAL _. ," SEGION CRUSHED STONE PRECAST SANITARY SEWER MANHOLE GENERAL NOTES 1. ALL EDGES OF EXPOSED SURFACES TO BE CHAMFERED APPROXIMATELY 1". 2. EXPOSED HEIGHT OF BACK OF WALL ABOVE SLOPE TO BE 7" FOR SLOPE OF 1,j:1 & 4:1, 9" FOR SLOPE OF 2:1. 3. WHEN ONE ENDWALL IS TO BE USED FOR TWO PIPES, THE DIMENSIONS OF THAT ENDWALL SHALL CONFORM TO THAT REQUIRED FOR THE LARGER PIPE, EXCEPT THE DIMENSION 'L" SHALL BE INCREASED BY THE OUTSIDE DIAMETER OF THE SMALLER PIPE PLUS ONE FOOT. VARIES 9- MAIN I (SEE LOCAL REQUIREMENTS) _ I (2 OR 3 WAY CONNECTION AS REQUIRED) 1 ADJUSTABLE VALVE BOX I _ PER LOCAL STANDARDS I � I 6' GATE VALVE z M.J. FITTINGS (TYP.) 5 PROVIDE 7 CU. FT./ 2 TIE RODS (T`rF'.) 1/2- TO 1" CRUSHED (1 EACH SIDE) STONE TO AT LEAST 6" ABOVE DRAIN HOLES GRAVEL BEDDING 6" DUCTILE IRON PIPE CONCRETE BACKING AGAINST UNDISTURBED MATERIAL FIRE HYDRANT & VALVE WATER MAIN 1 REV ISED PLANS 1'®4" iSITE SIGN s LLI UNDISTURBED SUBGRADE ELEVATION GROUND—MOUNTED LED UPLIGHT TO BE LYTEPRO LED MICRO FLOODLIGHT 20W LPF1, OR APPROVED EQUAL. 1. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL. 4,000 PSI REINFORCED CONCRETE 2. PROVIDE UPLIGHTING FOR SIGN. CONTRACTOR TO PROVIDE SHOP DRAWING FOR FOOTING REVIEW AND. APPROVAL. 1 1/2- HANDRAIL -°� (TYP.) 1/2-0 ROUND BAR BRACKET (TYP. AT EACH POST) CENTER CABLE PENETRATION (TYP. AT • EACH BAR) z _ STAIR NOSING (TYP.) GRANITE CAP ENGRAVED GRANITE SIGN INLAY 6" HIGH ENGRAVED TEXT WITH BLACK PAINT GRANITE VENEER TYPICAL STAIR SECTION 3/4'x2 1/2' CAP RAIL (TYP.) 1 1/2" HANDRAIL 48" O.C. MAX. 3/4'x2 1/2` FIAT BAR POST (TYP.) aAa regia i i LANDINGS 1 1 /2"x1 1/2" SQ. BAR (TYP.) I V T ,H - -- E FOR COMPLIANCE WITH APPLICABLE CODES. 0 0 0 0 0 0 0 0 0 0 0 0 o n o n n o o n o 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000000000000 0 0 0 0000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00000000 0 0 0 0 00000o0o0o0900000000000000000000o0o0n00000000000o000n0000000o000no00®0, TOP OF CHANNEL 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 BEAM rto STAiR onse rtairss.�?rl0000000000000000000000000000000000000000000000000000000000000000000000000.00 00000000000000000000000000000000000000000000Q0o0 o0o0o00000o0000000000000�• 000000nOn0000000000000o00ouo STRINGER (TYP.) 0000000000000000n0Onn0000n0000000000000O0 too Appep0matQ; TREADS AND 42" n 0 0 0 0 n 0 0 0 0 o n o o o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o n o 0 0 0 0 0 0 0 0 0 o n o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o n o 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 o n0000000oo0o0n00000000000000000000000000000n000o00000o0o0n0n0o0o000o0o0n0o,0 DETAILS (TYP.) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOP OF 1. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR CHANNEL REVIEW AND APPROVAL. BEAM STEEL STRINGER / 2. END POST SHALL BE 1 1/2" SQ. BAR. MID POSTS D) (TYP-) . CHANNEL BEAM AND TOP LINE SHALL BE 3/4" x 2 1/2 a FLAT BAR. (TYP') 3. HANDRAIL MATERIAL SHALL BE 1 1/2" 0 PIPE. 6' TYP.; WIDTH VARIES 4. CABLE MALL BE 3/16" SS WIRE ROPE. LANDING ELEVATION TYPICAL METAL STAIR _SECTION, STAIR RAIL, SURFACE (TYP.) ONE TREAD DEPTH SCALE: NONE SCALE: NONE 1.5 " �-®48" 0. C. MAX. FIELD SPLICE, WELD, AND NQIJE GRIND SMOOTH; FIELD TRIM AS REQUIRED RAIL SYSTEM AND HANDRAILS 1. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS • N CONTINUE THROUGH FOR REVIEW AND APPROVAL. °® 1.5" INTERMEDIATE LANDINGS STAIR RAIL; SEE DETAIL • • 3/4"x2 1/2 LIGHTED B • CAP RAIL • � � PROVIDE GAP TO ALLOW FOR � z EXPANSION OF METAL _ co 3/8" ALUMINUM DIAMOND—PLATE _ • I • co N M $" TO BRIDGE GAP; DO NOT ATTACH BOLT METAL wi M 12 ON THIS SIDE OMETAL LANDING; . =I 4 LOCATIONS MIN.; ADJACENT COUNTER—SINK BOLT • PLAN VIEW SURFACE (BUILDING, 3/8" CHAMFER, BOTH PAVEMENT, SIDES n_ I I• METAL) METAL LANDING 'oo�_ TOP OF CHANNEL SE011ON ® HANDRAIL TERMINATION BEAM (TYP.) AT POST LANDING SURFACE ELEVATION "���• (•) LANDING SURFACE LANDING SURFACE II (TYP.) (TYP-) PLAN VIEW SEC319N 3" MIN. 5" MIN. 3" MIN. 1. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR CHANNEL BEAM CONTINUES 1. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL. REVIEW AND APPROVAL. THROUGH 2. END POST SHALL BE 1 1/2" SQ. BAR. MID POSTS AND TOP LINE SHALL BE 2. END POST SHALL BE 1 1 2" SQ. BAR. MID .POSTS AND INTERMEDIATE REVISED PLANS 3/4" x 2 1/2" FLAT BAR. TOP UNE SHALL BE 3/4/ x 2 1 /2" FLAT BAR. LANDINGS 3.HANDRAIL MATERIAL SHALL BE 1 1/2- 0 PIPE. 3. HANDRAIL MATERIAL SHALL BE 1 1/2- 0 PIPE. ELEVATION 4. CABLE SHALL BE 3/16" SS WIRE ROPE. 4. CABLE SHALL BE 3/16" SS WIRE ROPE. TYPIQAL GUARD RAIL WITH HANDRAIL AT LANDtN^c%TQP A AIL Wl.TH HANDRAIL RETURN TYPICAL METAL STAIR EXPANSION JOINT SCALE: NONE SCALE: NONE SCALE: NONE SIGN 9ROUP #1 RA, #1 LA jyi 1 • x WHITE PAINTED ARROW yg r SIGN #2A WHITE PAINTED HATCHED AREA #1 L M w 0 R6 -1(L) #1 LA 31-11788 ONE 36" R5-1 I 31-1119 NA 31-0629(P) NA 31-0629(P) R7 -8a 31-0648 R1-1 31-0536 NA 31-0659 CUSTOM R6 -1(L) 31-11788 R5-1 31-1119 .y< 4" WHTE LINE (Ti YELLOW LANE DIVIDER BLUE HANDICAP MARKING ' SYMBOL (TYJ - SIGN #5 I BLUE HANDICAP .MARKING SYMBOL (Ti SIGN TYP #3 ( •) ¢ P01151, N. .. SIGN µu SIGN ;�3 (� OF 4) 7.a. w. +¢-..., pill.+,.., �.w w�su+'..dy,✓yS._.w r:.d"a.a 9oy3t'- u.+'e '. .d�.✓': - . en CL "'.•.:., K4. .Y.,�-..a..�.,,,... ..mow . ,w 105' 10 #1 L M w 0 R6 -1(L) #1 LA 31-11788 ONE 36" R5-1 I 31-1119 NA 31-0629(P) NA 31-0629(P) R7 -8a 31-0648 R1-1 31-0536 NA 31-0659 CUSTOM R6 -1(L) 31-11788 R5-1 31-1119 f'� .`y".:^«.,.<„ �,.� rte"' «<.sx.,,.E.E,� - • ..o � s>. u.... t g� , 8v 10' 59 Typ• 1, WA l Qz:f' A va+3 rq p AY ONE W y 24" y `<t §ate§ �.� � � � �4 ` �� s� •��....@� 24" 1 24" 1 1 I �` Vim\ i� //JJ ■ 4 N 10,1 —� Com, 4" YELLOW LANE DIVI®loR­ 12 WHITE STOP BAR SIGN #4A s J�"fY 6 r 3S YYY aaa ��} n e y x r y.a "ej 5 .p, l Ix ,+ ililillillill Jill ol 10 f �a.}`} 12" WHITE STOP BAR_ yY 4" YELLOW LANE DIVIDER�rw,. �Mi� SIGN #4A 3 SIGN #3f . y Jill zo P4A f 10 SIGN #3 7YP V Q 04 10 aq� (TVP.) L z. BLUE HANDICAP 4' MARKING SYMBOL sae Al Emak _< R1-1 t WHITE LINE (TYP.) A p24- 4 z. �� y �' 31-0536 ���� �. .:_ IN WHITE PAINTED HATCHED AREA $ w M A T11PCHLINE -SEE SHEET C-7.1 1. NOTIFY ''CALL BEFORE YOU DIG" (1-800-922-4455) AND VERIFY UTILITY MARK—OUT WITH THE OWNER PRIOR TO THE INITIATION OF B. THIS PLAN MOWS PAVEMENT MARKING THAT MAY NOT ®E TO SCALE FOR CLARITY. FOLLOW INDICATED DIMENSIONS AND DETAILS. ANY SITE DISTURBANCE. 9. ALL HANDICAPPED PARKING SPACES SHALL CONFORM TO ICC/ANSI A117.1-2003 PORTION OF THE 2005 STATE BUILDING CODE AND 2. THIS DRAWING IS INTENDED TO DEPICT THE LOCATION AND LAYOUT OF PAVEMENT MARKINGS AND SIGNAGE. ALL WORK INDICATED CONNECTICUT GENERAL STATUTES, SEC. 14-253A(H), c — PROPOSED SIGN HEREON SHALL BE FULLY COORDINATED WITH SITE LAYOUT AND MATERIALS. 10. UNLESS OTHERWISE INDICATED, ALL PAVEMENT MARKINGS SHAM BE WATERBORNE PAVEMENT MARKING PAINT, STATE OF & THE LOCATIONS OF EXISTING SITE FEATURES AS SHOWN HAVE BEEN OBTAINED FROM MAPS, SURVEYS, FIELD INSPECTIONS, AND CONNECTICUT DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, FACILITIES AND INCIDENTAL OTHER AVAILABLE INFORMATION. THEY MUST BE CONSIDERED APPROXIMATE BOTH TO LOCATION, SIZE, AND AS—BUILT CONDITION CONSTRUCTION, FORM 816 SECTION M.07.20. AND ARE PROVIDED FOR INFORMATIONAL PURPOSES ONLY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING ACTUAL FlELD CONDITIONS. NOTIFY THE ENGINEER OF ANY AND ALL DISCREPANCIES BETWEEN EXISTING CONDITIONS AND TIME CONTRACT 11. ALT, PAVEMENT SURFACES MALL BE CLEANED TO THE SATISFACTION OF THE ENGINEER, BY SWEEPING AND/OR AIR—JET BLOWING IMMEDIATELY PRIOR TO THE PLACEMENT OF PAVEMENT MARKINGS. DOCUMENTS. 4. TWE DIMENSIONS SHOWN ON THE PLANS, INCLUDING THE INTENDED DIMENSIONS OF THE WORK, MAY VARY FROM ACTUAL EXISTING 12. UNLESS OTHERWISE INDICATED, DIRECTIONAL ARROWS SHALL BE CENTERED IN THE LANE OR AISLE, CONDITIONS IN THE FIELD. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASUREMENTS TO VERIFY ALL DIMENSIONS SHOWN ON THE DRAWINGS AS WELL AS OTHER DIMENSIONS HE MAY DEEM` APPROPRIATE TO FACILITATE THE COMPLETION OF THE WORK. 13. UNLESS OTHERWISE INDICATED, ALL PAINTED HATCHING SHALL BE COMPRISED OF 4—INCH WIDE STRIPING' THE COLOR INDICATED. % j; j� PI A NOTIFY THE ENGINEER OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THAT PORTION OF THE WORK. E V I S E D N S 14. SIGN DIMENSIONS MALL CONFORM TO THE APPLICABLE CONNECTICUT DEPARTMENT OF TRANSPORTATION OR MUTCD SIGN NUMBER 5, ENGAGE A CONNECTICUT—LICENSED LAND SURVEYOR TO PERFORM LAND—SURVEYING SERVICES REQUIRED, INCLUDING, BUT NOT INDICATED OR TO THE SPECIFIC DIMENSION INDICATED ON THIS PLAN. LIMITED TO VERIFICATION AND LAYOUT OF BASELINES, PROPOSED IMPROVEMENTS, DIMENSIONS AND ELEVATIONS. REPORT SIGNS MALL CONFORM TO THE STAT DISCREPANCIES TO THE ENGINEER. 15. E OF CONNECTICUT DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, FACILITIES AND INCIDENTAL CONSTRUCTION, FORM 816 SECTION M.18. UNLESS OTHERWISE INDICATED, POSTS SHALL BE & DIMENSIONS INDICATED ARE TO FACE OF CURB, PAVEMENT EDGE, EDGE OR CENTERLINE OF IMPROVEMENT, OR AS OTHERWISE NOTED. CHANNEL TYPE, 4 POUNDS PER FOOT WITH BREAKAWAY TYPE II INSTAL LA710N• SLEEVES SHALL BE USED IN ALL PAVED AREAS. 7. UNLESS OTHERWISE INDICATED, LINES ARE PARALLEL OR PERPENDICULAR TO LINE FROM WHIM THEY ARE MEASURED. 16. MAINTAIN 2—FOOT CLEARANCE BETWEEN SIGN EDGE AND EDGE OF TRAVELWAY. 4" WHTE LINE (Ti YELLOW LANE DIVIDER ' SIGN GROUP #3a - SIGN #5 I BLUE HANDICAP .MARKING SYMBOL (Ti ¢ P01151, N. .. SIGN µu SIGN ;�3 (� OF 4) 7.a. w. +¢-..., pill.+,.., �.w w�su+'..dy,✓yS._.w r:.d"a.a 9oy3t'- u.+'e '. .d�.✓': - . f'� .`y".:^«.,.<„ �,.� rte"' «<.sx.,,.E.E,� - • ..o � s>. u.... t g� , 8v 10' 59 Typ• 1, WA l Qz:f' A va+3 rq p AY ONE W y 24" y `<t §ate§ �.� � � � �4 ` �� s� •��....@� 24" 1 24" 1 1 I �` Vim\ i� //JJ ■ 4 N 10,1 —� Com, 4" YELLOW LANE DIVI®loR­ 12 WHITE STOP BAR SIGN #4A s J�"fY 6 r 3S YYY aaa ��} n e y x r y.a "ej 5 .p, l Ix ,+ ililillillill Jill ol 10 f �a.}`} 12" WHITE STOP BAR_ yY 4" YELLOW LANE DIVIDER�rw,. �Mi� SIGN #4A 3 SIGN #3f . y Jill zo P4A f 10 SIGN #3 7YP V Q 04 10 aq� (TVP.) L z. BLUE HANDICAP 4' MARKING SYMBOL sae Al Emak _< R1-1 t WHITE LINE (TYP.) A p24- 4 z. �� y �' 31-0536 ���� �. .:_ IN WHITE PAINTED HATCHED AREA $ w M A T11PCHLINE -SEE SHEET C-7.1 1. NOTIFY ''CALL BEFORE YOU DIG" (1-800-922-4455) AND VERIFY UTILITY MARK—OUT WITH THE OWNER PRIOR TO THE INITIATION OF B. THIS PLAN MOWS PAVEMENT MARKING THAT MAY NOT ®E TO SCALE FOR CLARITY. FOLLOW INDICATED DIMENSIONS AND DETAILS. ANY SITE DISTURBANCE. 9. ALL HANDICAPPED PARKING SPACES SHALL CONFORM TO ICC/ANSI A117.1-2003 PORTION OF THE 2005 STATE BUILDING CODE AND 2. THIS DRAWING IS INTENDED TO DEPICT THE LOCATION AND LAYOUT OF PAVEMENT MARKINGS AND SIGNAGE. ALL WORK INDICATED CONNECTICUT GENERAL STATUTES, SEC. 14-253A(H), c — PROPOSED SIGN HEREON SHALL BE FULLY COORDINATED WITH SITE LAYOUT AND MATERIALS. 10. UNLESS OTHERWISE INDICATED, ALL PAVEMENT MARKINGS SHAM BE WATERBORNE PAVEMENT MARKING PAINT, STATE OF & THE LOCATIONS OF EXISTING SITE FEATURES AS SHOWN HAVE BEEN OBTAINED FROM MAPS, SURVEYS, FIELD INSPECTIONS, AND CONNECTICUT DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, FACILITIES AND INCIDENTAL OTHER AVAILABLE INFORMATION. THEY MUST BE CONSIDERED APPROXIMATE BOTH TO LOCATION, SIZE, AND AS—BUILT CONDITION CONSTRUCTION, FORM 816 SECTION M.07.20. AND ARE PROVIDED FOR INFORMATIONAL PURPOSES ONLY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING ACTUAL FlELD CONDITIONS. NOTIFY THE ENGINEER OF ANY AND ALL DISCREPANCIES BETWEEN EXISTING CONDITIONS AND TIME CONTRACT 11. ALT, PAVEMENT SURFACES MALL BE CLEANED TO THE SATISFACTION OF THE ENGINEER, BY SWEEPING AND/OR AIR—JET BLOWING IMMEDIATELY PRIOR TO THE PLACEMENT OF PAVEMENT MARKINGS. DOCUMENTS. 4. TWE DIMENSIONS SHOWN ON THE PLANS, INCLUDING THE INTENDED DIMENSIONS OF THE WORK, MAY VARY FROM ACTUAL EXISTING 12. UNLESS OTHERWISE INDICATED, DIRECTIONAL ARROWS SHALL BE CENTERED IN THE LANE OR AISLE, CONDITIONS IN THE FIELD. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASUREMENTS TO VERIFY ALL DIMENSIONS SHOWN ON THE DRAWINGS AS WELL AS OTHER DIMENSIONS HE MAY DEEM` APPROPRIATE TO FACILITATE THE COMPLETION OF THE WORK. 13. UNLESS OTHERWISE INDICATED, ALL PAINTED HATCHING SHALL BE COMPRISED OF 4—INCH WIDE STRIPING' THE COLOR INDICATED. % j; j� PI A NOTIFY THE ENGINEER OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THAT PORTION OF THE WORK. E V I S E D N S 14. SIGN DIMENSIONS MALL CONFORM TO THE APPLICABLE CONNECTICUT DEPARTMENT OF TRANSPORTATION OR MUTCD SIGN NUMBER 5, ENGAGE A CONNECTICUT—LICENSED LAND SURVEYOR TO PERFORM LAND—SURVEYING SERVICES REQUIRED, INCLUDING, BUT NOT INDICATED OR TO THE SPECIFIC DIMENSION INDICATED ON THIS PLAN. LIMITED TO VERIFICATION AND LAYOUT OF BASELINES, PROPOSED IMPROVEMENTS, DIMENSIONS AND ELEVATIONS. REPORT SIGNS MALL CONFORM TO THE STAT DISCREPANCIES TO THE ENGINEER. 15. E OF CONNECTICUT DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, FACILITIES AND INCIDENTAL CONSTRUCTION, FORM 816 SECTION M.18. UNLESS OTHERWISE INDICATED, POSTS SHALL BE & DIMENSIONS INDICATED ARE TO FACE OF CURB, PAVEMENT EDGE, EDGE OR CENTERLINE OF IMPROVEMENT, OR AS OTHERWISE NOTED. CHANNEL TYPE, 4 POUNDS PER FOOT WITH BREAKAWAY TYPE II INSTAL LA710N• SLEEVES SHALL BE USED IN ALL PAVED AREAS. 7. UNLESS OTHERWISE INDICATED, LINES ARE PARALLEL OR PERPENDICULAR TO LINE FROM WHIM THEY ARE MEASURED. 16. MAINTAIN 2—FOOT CLEARANCE BETWEEN SIGN EDGE AND EDGE OF TRAVELWAY. CO \ V � aR4�rQ •6'��j a ,m P" VIII 1 :.:� RACHEL N, SALCH, P.L.A. N®. 1435 0 x 011 B 0 LU'� PINKS OW IN UNSVI LLE CONNECTICUT PIANTING'rr""LAN (NORTH) OCTOBER 12, 2018 1 10/21/19 DEEP REVISIONS T PREPARED FOR: DAKOTA PARTNERS, INC. 1264 MAIN STREET" WALTHAM, NSA 02451 B I"C GRou-p "o ;<. t 300 Winding Brook Drive Glastonbury, Connecticut 06033 8606528227 C@ 2016 BSC GROUP, INC. SCALE: 1'" 30, 0 15 30 50 FEU FILE: 8364900 --PLANT. DWG DWG. NO: JOB. NO, 63649.00 �' i S Y