The URL can be used to link to this page

Home My WebLink AboutSW8080952_Approved Plans_20200309— ___ ____ __ — -, ___ — ----- ______ — — -------'' ----,-,- - __ - - — - - '' - --- - - --- — __ - ------, , —,-- - - --- ______l — - --- - _____ ----"---, _____ __ __ - __ __ --- __ __ - __ - — ____ - ___ - _ - - __ - — ___ --- ,--- ____ - � ____ - ------ --- - __ . _____ I - - I I ______ I "___%_�, � - - " e 1 I I I ___ __ - I - - __ __ � - I � - _- - -, , , , � ,,, I . 1-111' - ____ ------- - ----- --- ______ _ _____ __ ___ ____ - --- I __ __ --- ______ --------- � --- 11 � - I-- __ ___ I I � . ____ - - ,.- - SITE DATA _ --_ --- ___�� I . . . . . I . . I / --- __� --_ A40 . 1, . .. . . MIN 4"ASTM #57 STONE NOT / --_ --_ RGA/V . . . . . . I . . . . MIXED _f ----_ . ( -701 CREE., .. � I / / I-- ____ � ,� rPERMEABLE GEOT _� CHA .. I -;; I . . / / /? __�_ u.s c � NNE ''. * , , , �� .�...,�,:.��..,,%�...�"�,��',','%�":"","�:.,:*��:��"!!�:,�:��'-��,,--:��', , , I--_ cj L ) , ,, ., , -��:,'.'; __ T:��, ., , I., `��`,.-�-:�:;:: IF / __�_ llzr .�.. " .. _ .,�q'.,�, / _� ,�-rps Of Engirle _\__ . '. , i.. *�, %.�,�,;.�:�:��,,. �.. � � ,� ". - -- ;.., . :, - .:��.,�..��,,,�.��,;:.��,;,�,.-�- -i�� -,:,�, ";�:�� 4 / � �',z :.", �'.... . .'. - " ., -�. �1'1�,,;,'.l . , � - , I . . , 4 _.,T,.:�_*,.� '' . 2�..,', ., ,� . " ''.. . / / . , , .r ..' , / "'. i, .. . , / , �,�.�%,��4� ".. - , , " �. , ��', A.,.",_:_1 . ", "' '. / . , " �." �, .� '. . .1 , " / _ ;� �. ". �� J I 1, , " �i , -� `,��`, ., - / �.�� . — '. I , . .� -.1 ... �-��, �� ,i� -,��`,,�` --"�- ".�-�.�.,,_,-,"�.,,� "4, , -'�,,,��-, I / , , ,;��', :�.,;,� ... �l _ I � , . / 4 / --- , ,�-,..,; , , .,�:: , I I -�", " / . , --;5�, ,.--"`�;�i�� ... � ...... . ._�%%,. ,-,:-"��_.%. �, i;. .,i�,�,i� , � - � / J�, , - - ,\, ;�;1'1,111 _:_. * �_ _''��__�etboc� 1�1 ' / 7---.,u C'lAN7,','_")" �__ c_) .,T )�? , -I." " - / / ? w , , ....I.I., �-:_��- ��;,i,',:,;: -:"�.* ,:'I.. ,___��,",._�,�:�,.,� '. �;, "�:� . I w ;,., - �,__::� �. � . %,�. - -,,:.,%,_. � / , . . - .,i - -, -:. `,'_�s�.�:��:,"��.: I'll , _. , �:,i.,;,":��.,;,i �.,.��,�l ,,, _� (B / / / x . -- .- ., / i"l*A,".lr.,01*�.. . , .. 1. 11 I--'- 0 / - --- from I_u ��,,.,�" .. U ,,E�60*'li a 1! 1011.01 .1 1.1.11 � / / ______� ,, �� . .. .. . / .,,.�,. I . /to ,, .. 11 11 _� X':1 .T / / / ? / / I ? I ui PRO , , .. , . - ."i ; a 0 / Jr- -_ ,uge I (/) . . - I � /I I � I � __ - 1�, / I , , 11" - ".� M . . , - .IT / 'I \ 1,\ 1.� ".1 I 4 I N > , -1 ... I / /_ , /,�/ ., / " 7 � / / / 0 / / / // // / / ,_� Of I . "S U B G RA 6K\ `r4o / 0 ch (\j N� .WL ____ 7 --- I _ " - - - , 1;11� � I.. ", - - ). , _ - - ,0- ? � _,_'I"",�'l, .7 00 �, , , , , � . , I �� I . � EQ ., \_ tl' "' I - / 1p / / / / ? - _iov�71 If I e/ I Id) ll�Ftf/ �>\,W .,HA'N\/,t�/�-,L/LY\ C�\ M P/ /A (�f "" - , ., / ____ / I _� - � , , / - , .. I , , / / �_ . I / \ . 1. / ...." . 1. I - 1, 1� i, -,';�,-, �:,, R, I ,� '.. 'j , / I I � ,ktl, Jl,k�k,,i,, --l", yll, / . � \/ \\, \ �� I I I h�, ", ,.,.:, I ,. , � / / 00 / / -_ --- . UNITS PER ACRE (NET AREA) . �, ", ,� '��*�: - - � ? _-, . cr DENSITY 6.61 '. \ �, \\ / \ , , / / f ji - I , �l k �.,.'t,: i I / / lll� i 11'. ,,i-��:,_lllil__-, ik_�,, rt lt� y ", / / / / / 0 . I I I ., �!, i 1,,r, / / / . , . ":,:�",-.�,.,--""-i":,��",;�l,,-:I , �'� � "' / (p / 4 / / _� Cl_ . ; I , : i---.. I / / / / / <�*�:,,.�_,:.11k , -1, I- �l `� / . I . . I � "r ;-- - , : , 1 , . � , , I ; Y / / / 0 / / �_ , , 3: . ... / % I ... �":, "I"�<..'k- '.�.. I `� " / 0 / / / /, / ____ � A.* - ��,--*,' ,,, -. i-:,: ,�. 1p (p / / '. I , 'K. * -.'�_ , "'; � � 1�, " -,1 , --- Ld PERVIOUS GRAVEL .. 1 ` . / / @ / / 0 .. I IAJ I I 1'�I�,`i,:.,.< �'-,�.-,'_-�-,', ��,--"".-"".-, `-��.'-,;- -< f > I / / @ / 0 / / / ? —_ ,,, ,>if": z - - — . 11 ! ---`-�>i':,--",:. ,.,.,i,�J,�,,',�,�;�,-� / / / / / / ? , . '� " .. / _�_ __� ., . , , �:.,_�,.,, �_..,, ,� / / / 0 1 / . I . �� k '. ,�,j,.l . I _>iw. lk�,,4-�:-'i`-',�. 4_4, / / / / . ,�i I;",. _1111", ,_ _ I I, _T _ . :�_ I -,:, � " ," / __ - I . . , . 'i , ''. � , . . - , .. ___ . � - ,:'i ` , " ��. �. � 0 __� %, I 1, 11 ,;4� -11.,�;K�".1 �",,..,., � / . - � �,- �,-`,� ". , / / / ? / / - ��w . C(II), ,-Z', ". , � I . , '_�, � ... /_� @ I / @ p I / / / / / / / ? / - - 11 1. ',-,', , . / / / @ / / f I . . ,�Z�', '�,,�l�,��,-"*,.",...,.,.","""�'��-�,,-�"I'�,'.'�!-�',,.,�,�,,�,.'.�-.:-",�.,�-�."-""�,..,:,�,-�.-.-.��-,'..�-.�- � / ? / / � � 1, I-. / ,!, ; , 7- _."i",,i..�`1 ,,, - . .1-1 , ---"- - `- , -,��,-,2,�k�, "'."4-:, -,�,,��'� / I . :i-,!'A��,'.,,_ ,',- i,,,��,,,__`: v[l)) '. ,,- / / / / / / / I / / --f- — ... . N/F �. , "-1,'), " � `- " -,:'A,-,:-,l I �.".. ....- I @ � � / I . . I �, -�,-,�..-�- ,,�,5,, p / / / @ / @ / 7 I �, p / / / / / - - .. M H. AD C I TY ,,�, r�4','ij,.., r ___ � 11 / / / / / / I / L --/ ____ . , i�_P_1_�_'�' " �.,�t.,. . / 9 / ___ - �� .. � �.. .. �: "' �' " . - --.-.-,, -- I.I., �� .. ? / / / 11 �.,�,...,,�,�f,i,..�.',t,.��,,,...'��,��i"T '.., , 11 11-1 �. I I PARKING REQUIREMENT I Z, � - - �., � �, ., - ... " " " I / / / / / / / / , " � , i / - I , 'k,"Al 'Lill `-_,.,- " , "' �f�'.' / / U8 / @ 1 4 - . - . . / - / . � . .. 11 - - - -!,1�1,�A"I"._ .." , - ..... .. - '...-I � ,!,-- I , I / / I � . . 2 SPCS PER UNIT + 1 PER 6 UNITS GUEST PARKING=137 SPACES .. .� , i, I ��4,. . ..".. r / 'I'' / / @ I 4 �� I ��' i, 1, "' --,k*-�- ,,i� I I I -,/ 4 / / �l ��-�-,-,-.,-,�-,-,-�'-,5�-�.'�-.,�:'�"."2 - / / El . ,. I ". " �;�� ,�,-,-,�,�,-�.- / / - - �11 .1 I I . i ;,; . �'k.�i.,: . 11 I / / 0 / : � �K-,,,,*',,`.- - ,>`11- , 1, -� -� , - .111, - 11 / / e / / / -1� , ", - .1.1 .1 wAj Tj / / , 1" rl"', ",-j"r, . ,�, �', . C' �, I I , ,:A", - :� 4 / 4 / / , "', ,J�:� ',� , ',,-.-�Jr-r , / , 11 _� ._�_,,., 1 1 . ., '"', , .,l-, '.,l..'T-,-l' 4. / @ / 46 .... I I - I I 198 SPACES '.)II.Ii.--�l."'. ,,I,:,� r, , W� I �E . / / / / / . , . i , i I v., i), F " YOU / ... - . , , �, , "! , i I 1:1� I'l f � .� .�V / @ / , "" - . . . _ . -,�._, ..... 11 - " .- - , - �_. � ." �.. 1. I - 1.1- / .�,�,,��..�,-;',-,'�.,%!,:-,-�,-,� " I , ", — ,Q[--,'-,`,,�`r`l�: " '' I 11, 11 i, - ;� . 1. ,:,: . .. .... .. .. / / / / / I R ISL N I "Ill/ I - ,��_ - ,,, ,�1,6,. ",,."-,-i--�,�-,�""i�',�""I', li- " -i, �_ .1 ... / -_ / / / . . � ". , ___ 1*1", ..:�. 4_.ii��.. 1, / / / / - I .. ; : ,;, , � �; '_ y " � I � 11 �� ;;, I ( — ,- . I 1, ` - -, �-, ..... , " , . I I, - .. . - , "I ,.,,, il, -�J,J- 'J .. - I �11 � ` 70 n .L / / - _.,,,.J.,O�y " ..'�� .. - -, -T i.,( �, �, '.., f� TT I S�AND - _' '_�C7':-A_`�, I _Q "-, _`_�` , , , � ,� - (--_� / / / I / I . . . . , . , . , 1, � I , . . . ; � �\, I . .: ,� �z � .. . , . ., I , :. , '', - / ... '' -:::: - r . ...... � ...... � PRO. ta�q. I / / ,:�* -,:A,,`,---', .."':"�-(Ir" / I I 41- �: ..... � I ''.. 0 - -4 �_r� � " :, - ( i, *, ,k�l _ " J ... , 11 ___t__\_ . -�l.-.�-.'i""��,-�-,�-.,�-.',-,'c, I., I ____t" I e I I "' �111�, I ".��"",.�,,--�,..""-�'��'---'�-,- / / / . - - - �',I,-., , <�,,l .� ,'., _ I <� 11 ,� .. I.. :� .l.. LEGEND '1�1�_: li'llj',�:.,.. . / / �_ . 1 --:- - , , .�.i, . , . . . . . r\i :.� .::: -, "r, �l i �, , - 11 - . , 11 I r I- OA T . " � . '' 1�� . .l. . 1. ", _- , . - - *': -,-' �, I'l 1:-*1 I /, f.], I "', ,�"llk,,i", !_�11'1 "I'S .. . J ..' , " . � � _ :i / , , ,, IP"'.."':'.. � ', J, -,,,� " . / / AC __/� . � "."'A , � -,-- -,�- , 1. , , , , ''.,.,, - I 1, , I � �6-1 DOCK , ; ,� I 11.11 ... �. ".. �.. I - - " I � . . , "',�,_ 4 - ��:_:Ex , 3,.i�_�P !.� j .", . . (0- �', , !_ I ,�.":"-.�--:.'�-,�.�-,-�".,i-,�-;��,�,.�l, - 11_1 I � � / __� � IL EAD .l. - / / / , . , , "�, , / , . I .1 I... ------- / I LF . . i , _ -� f,_J , � .. ... !Fliti!� ;�:! � ;,i... . - . ....')"j , , `�� "' i - lll�L.,"I,k, - . 11 ".-, :��.i,,,j r . I �. . - I �. �, �. _'_ ,� 1 � lli��,`,�,�,i�,i�i, , , - . � .i... . 'I .-� I I 11"JJ1111 _._," ,.- . I . . , '. � I / I llz� . �,-`, , � --,,, . "...'.. _., . . � '. ;�!,' - + 4', . � .. _1 . , - - . - � - ��-J--`,-"'J,i ', ... , �, . : / � / /PRlljf� 1- + , , , ,:(_ _ :, - , , 'P .. , __.� - . � . R S -:)D e -o'J 11. COURSE __ �i.. , ( "' 11 , , , '� � - ?k-,:'[��-.,- 1 7 ': ...... ., ''I , I . � , - __ �_ -1 4 .-Ill-, _ . _ , � . I �, " ,__ 4, ."�� ,., ', ,� � / OSE I rl_ NATURAL SPA('E REQU I RED ( 1 8 a 00%) I I ; ��,�,."f''.i;-�-�-�,-�-,"".,.,��. 4", , F"k 0 �'lll 11 I I . - CPO . , / �,,-i�', . - , " " . _m__ :;�- -..-- - -rt .. � ,_ ''., � �;�p , � I �.� I., ... :� :�::::. :��J -11 I (j / ;;fii ': �. .. �.. . - 1� _ _;,_i_,�,, "i-:*I'lif .. WAIH' B U L K H ,�:j . -- -----_-_ MH , . _ . .'. 1, I AR,E I, . , J,�,,_'l _1� E PROVIDED (18-48%) = 96,766 SF .. ,, X_!,i� � , r, ,� I ,�` , " ',,.'- - 1 ../ �::: I � 11 - 11 ... ... - " . 1. . . __ - . z . , ; �', -_ ,'-,',��, k, 1 � I Izz - - -3 k s // J.- Z` ',:: ji., ''. .. , , :1 .. . . ,; , , , " _ _ - 1 .,:, i �� i �., t.� , ... I / .7 2 "i".." I - - L � �] :, . . , .. , 1. , I -11� � I., �., �'. -".,�,; I � � I , I ., � , , ". � - � ", ", �'. 1, . . I .111, - ., I. .. ......... 6 ... I , '. 0o � / '�1.11 I - , , ,',�'� �� 1� .� - � , , 1, .. �,A .�; "' i � z " . � I . �y ... A - I v -� i, 'i , - , i .. I , , i .. I � - - _ I . I.. - ... �. I . _� . .:r ,�, - - _�l ., 'r, , , - .. -! I .�� / / - -1 *� 1. 11 - I - . ,1�1,�", I " I_ - CF I - "I'��,i,*,,�""��-�,,��,,,-!,-�--y, -,N-L / � . / �: a `.", ,i�.l .1j,"i , I Yll I " �:�."'_ �, ..)�:l .�,_ " -, -*>,'�,'. �. ., 1300 . - 14 - . I - I I ., / - , PR I � I I 11 1. :_ _, i : �� - . . .. 1 7 1 ",-.: , ;"i , , �i�i�',-,,�:*,,�i, -�-�-�`�,`- 1�. 1_ � �, � / :` �::: .::� � , �. . CL "` , , '' .. '.. .1 .... �. - � / :, I/ - "'' f 1..�, J In , , , . , _ f i . I �_��k -CIP"'ll'"'.0 ` .", , ,, " ,* I.. I... 1-4: /,:: :11- I r .. - I- - . - - .- A� - ;, -,-_�I�-,,� In , ,.:,�l lk_� A,� ,�:,�,'-:,, -',,l-,-i O.C. - ON CENTER " � .. ,,- , I - , I - I 1� ,li', ,',�,, ,,�� , ll,", , i � i :ii : . i , :, PROPOSED TOTAL FLOOR AREA = 168,640 SF - '' ; ", " . I I I � - v ;;r; 'L - - I . ..... I . , , ,--,,, , ;. .� �-f - ' .: ... : I ", . i I . .;, . i �. ., - '*)E . I - -k -,`�,,�,4,, -,-,,. " .�� : / ,'-.-- -IL I PIPE I . � . I . * l4p DB ,� 'i.�.J,;, ... l..., � I .. I � I _ r .- , .1 " " ,. - - .1. � 11 - � /4-7 ""j- "",;,;,"."",.,,."".,;,.�.,,, - _ I , <� �r, ,i--,r� / ,.;;,:. :! ,;;.i . ,,i,-,,i�,�,.-,i,��,�.,.,i""il�lil�i��,,�,�, : I . ...% 11 I I., �,-j -1 _�_ - 1�� .11 � , � �./ '. �. � ,.!!,M_ � : � , " " "., �:, . I / "'.1 - . . . I ---------, '11� . -1 � 'q: 0 DR R � y;- , . , ._ , . I ...... I - PR ,c I ..... I.. _ , - ., , - . I \ , _ ". _.j),',�,l"r,:.k,_; �, i, � _'. . :."lif 1. "-'* .j_l'_i��_I,��:111�. ",.::, . . / ..i /_---�, - - � � ... - " . ,� � ��.. - �. �,:.:.::, _ -1 ; . , _. . ut � 11 . 1<"� DI / < ,. I �F�j"�'i 'A __ ...... ._.�/ ��: �::�:� ::::: / 0 - ..... ...-I .1 ... I - . - . i , _ � . _ lil�,,�.., 1: 'i"� 1. _/ " . , � , � :,� � - , , ii - - - .�,,,,,�,-:- I / / , 1.1- ... 11 - I . MINIMUM LOT 'S.IZE = 1 ,460-00 SF \ ,�: - ,., - .J� - - , [ - - ; - , , � /-kowtu )., MW \ \ I � , '. 'i 'll Cl,),i�,':, . - ::, - _ , � �l 'I'lli,., ""..q., ,,,,,_;,., � ".. ,,,i�, , - - - .1 I 1. 1. I-- 1. I , " , � � , � , , '.., , -, . : .,611: 1 - .,--. �i'l .* "�jj ..""C",�.,.'�.',,�,�'�'-',',�:�..-, . ,,, !� - 5 , '. <� 1 ;<\ 1 ... . .11 I .1 f i:l i. � � � . -1 I J ,; , . ,.� ." .-'�, .�'ll j.", �, . , , -,� " , i . . . I ! : 11 . . I AVERAGE LOT S'-IZE = 1 ,749-02 SF \ ,. _ , - , �'i �l , '. I / / __d4zz Z�e-t, *i . ... _ I EL . �: . . . :� 1 : � ".. - 1. � 11 .. 1, �' I _ I-- .1 " , " " .,�., . , - - I , ; 11�11 " . . 17, * ,. .. i I - " , " . / �,.,\ I �r'_ /_ / ? SF . . , .. . . ..... . .... SH - SHEET N/F I ,_,-� , �-i,-,-"i,�!,-"-,f� -11-" I ,�.��-,�-.,-�,�,-,,-,:�,:�l,-�. � � " '. :�k' � , 15 / /j , : , - �131-!_4.1�i�,,�,� ... ; . ".. 1, - - .. . _1 _ " / / , . " �. _K�r 'K, ; ..... . D � 1%ft � '.... I .� I , �pl * / - u, "N"i"I"I'lli - , , , , 1h,1111.1-11.1 . . 1�1_;� I 'k,� _: - - . .. :, , ,.I. A I , I , .... i � -, , I '. . ________"r �z _"l r .- �, �,,, , , 1'�Z�,, .. I � ,.;� _,�. . - I , p , - - ..", I I � I _.. / " ,�,:._"', '... i: ,1:: , ..� I., , ... I ..: I ...... � ,_. I 'AEC L Uo�q :�:,:�. � . �, _:_ E X � ": I - I - .1 , ,.": . � . �, , -_-�.' fl- . I., .1 _� I-- ... : ... � I ...... ....- I., .. ..... :,7 ... %M%., .... .- "I j ... , .�i: ... - .; - � ., ,. 1 I I I I - " ________� 7. N - /I C, . � "I �:� ,,�,--.-,""'��r ; .':l_: /:-,�,�!/; 1 1 / lipc 4 vr-1 FE TC F I I , I '� .1 ... - - - " - , , - ` _// I -.. I �� / _/ �_ . . � I .11 .... - -.1 ... - . - . - : " � 1. 11 1 4 1 -1 I I 1. ,. I I .. - �. I 11.1. I ,;�� ': ". 9 206� FF 1��'_: --I-----'- i SCRE 11 J.", . �. I . I , , ,j,�i'l......`l'jr_ : , I I � I .1 I .1.11 I � . '. . I , I .1 --------- I I/ .. - / cp T OT AL �� I O., '' ,. � � . - .1111, . (0-414.90, 11 , I . / 0"i, k" , i I ... .. I F - I, �._. I , 9 FT - �� 1 .1 FEET � . ... 1, - - , - lll,s � ��: � ::�: 'j :.:: �� * , . I I . - .1 - 1- I ---------- .111, .11 I.., .'/_._ 1: , l'lf,.;,.,�J,i, ,.:, ...... I . .1. .l... , -1. I . ".., -1. I ... I I , � � I ,. I I I : �- : ,: 1p/: /..,:.!, �-, / . "', r,k--`,-k-,A�"`-l:', ,, . - I ''I /:� �,,: .. /11 ft-ft . L�_ 0 GV , . , , I . . � - , � � I I .1111 _%.1-:, .1 I s 11 , I .: . � ...... � �, 1. ,,, .1.1 � : *#-*� ..... � . .. . : ,,, � ... � .1 b, .. . "', �,"� � � ... i, i , 'i, ',,�', ��: � � . 1 : � ..'. I - � ....", . I / / � . - . ..... 1-1. 11 ... 11 ....... ''I ... I . - _ i. . I / �.�. jr, - I - — r0i, - ... .. -, , � . i, " .. 1/d - . +11414 1 ..... .. -1.11 : .. - - ,.,i,,o , ... , __---qp �,�.i,�'��ll'�!-',',��'.,',-,,,-"-,!.- ______� -1- 1-1-1 I #,.,.. I-* .... 1. ....., ...... �; '..":,*4�-�-J" - �,,:J 1", i ,_ I "".:. I � '38 , - .:: � I , . '. % / : ,-; ;;; I .11: I ,: _1 1 11;Illw7tt Ii""."" N", �--- , - / . . . . . . . . , ... 1�1 - /+4��,� � **.* POLYETHYLENE v I � , ..�, '. I . . Q:- .. � 1. . I I I -��/. :;:� � . 141% .. -, .11 11 '. ,., N - - :�l 1". . / 5 70" 21 .1� 1 - I --- _583 2 4' ,: � . i..; 6 i�� :r��, : . 1.11.�,. �*,�",_i. , , � . i: . . I I I _', 1','�',,,�""jll ri,-1,� .. � .. I . .. , " _______=l_ "' I ,/_ . >: - � : � /.'/' ; 0"J'P.- ".-,.:_ __�, �, .1-1 I ..... _ bi - . 11 /I i-:,� I'll --------" .. �!, . .... � - _ - � . '. , ...., I-- 1.1. ..... � - A. , I . . ie - .. - �.. i/`...- . �� ... /. 11 L/ '. I / ` . , "' :��:�.� ,;.; . �. ., �,_ .1 . .- — . 11 I . I i_ ... - .1 iiz, I .1, ... 11 I .1 I . 11 - J- ,-i%l;-Jz 4,.�q"! " I.. � � I Q_ . X� " ,__ , '. �'. ,-\, - ... . _:�� S , '. / /. I � 1 : 1. � , . . ,- -, I . I . . . l'l.11i.N._ . - I � I Ll- � _� ". . \. � � . . -f . . .11. 4 - . � . I . , , , ......... 1.1-1 ... 1 51 /_ - I- .: , " ��., , 'A_y�__ I n , - I.- . 11 , . � - ; 11 : . I �� -�, �: � ,`�'.. . \ e. '1� .Z. ".l.." �`?�jl-�.,� , . ,,,:,. �,: !. . I 1, - , � /Z, � ... -.1 - ,,;�---."-,�i , , .,� .::) / , . - " �' . - ��.. ," 1\ ,. , -.------, ./." ,.; . �/- � x - .1 1, I , I ,� '. ��/. ,_ .. . , ,- �% _LD � . I ..., i '' ' 11 .. .1. ..., - I CO .. 1 �. 1 ,e a .. . ,�� \ . 1, .. .1.1.11 I.., 11.1. .11. . . 1. I—. ..... . . '.., , . � :� l_ ll<', � �� , , ."". � . � . I , . . � ________� . , �_ ,�` �� i , N, � 0-K-, , . I . I . . I .. I - 7 1. . I .. � I/ �.�:,,, �� ".. '. '. . " '.. 0 - , I 11 . � '. - - �:: . - ., - ,� , :_, . . .. 1�.l .", ________� � / y .. - �� i/ -� .- ., I ,. �,;,.��_ ".1'.', i ,!,�� F , / ". ,�, I ....... , I ., . .__ i .: t', ) A . ....., . .". . — , . ; I ' " I I., , .�j, ,:: � �:: .. ... *4 , :, ._ .. � . __� ".. - - - I I 1 - �. /. I, / . " 11 , � - 11 , :� . '\ 6-L .. .1 I . ... _ 11 I I I I T .9 .:_ . - , iag'_ _-______ - . , , , , , . I. y � --.-. �".J�'r,t-l"i:f I :� , 01 , � .. -, z -`- - , '..'", Z .- � � � I .1.1.1 _ , ,� - ,�,� - ��, I �,� � �'�,, -.\ 1, , ". .1 -.1 .l.. -.1. ....., ...... .. �. . .11-1, ... 2 11- , - i. ", - , "-..,: � .,./, , : ::�, ` ;i. � i , ,k) - _�,��. ... ,I " � I 51 , � � ... ... ,,,, . . . . . . . I. I , "I , - �.. . , .. ,/ , I � � -, - ", . ,. , '' , .. - 11 -1- -1-1 I... I ... .� I'll., ...� I.... . ....... ... .. I - ., - , , � . � ...... . ...l. ."I". ..'Jll _ SIDEWALK, : ----SS— PROPOSED SEWER GRAVITY MAIN 11 I .: . - - ,11��, , , I . ;;w�� _.,� �� - _; 1. , ;izi: �_. i -_ LN'_ - w ..",'...'. : �. )c� 11 11 - 11 - I.. . 11 � I . I - 11-1 - ..... " - . .: /. - I . �.. 11 .. , :1i 'itillill. , , , I , , �_) . . ,�. .. ... -'.\:� X% . I.. � , , - z - 1. . , �. , . I � p.: . ". m� . .11 � . I I I I.. .11 - i 1 it! I— . I ,, I - � - - � I , -, 1, - i: I .. I . I a 1� Z � -;/ , , :.�,- .<,x '' ,,-\� . � , � -._ I I 0 -.1 I ".., ...l. .... I-- .... - - ��, -7 -, - .-;��-� ,.��. ` -'. �-,.,:,� ? _'_�*Q',-�,-`.� _/ �. . . �� ... , � .,��,i, �_"_;�� ,r�, �,,��. ,i�,� . TYPIC . 1. 66' _ � - ,.,', /I / .... ;- . . _.�'. , I 1�i e 4: """ j"I"'Ill, - ____ , /. , - , .1 * . ,'�. . '� MA Zffff,, , -'L _,ei f"i"i, � . I __ - ".. - - �- ... . � I . ., �: � '� , " .,.11�1: . � ....". - T .:;,!�!,,� I ,. � ;_or- �r,i_i.77�-�-*,*,, . _ ,. ,�,��,,,,�,,-,,';��-.,,,�,:,��,,..�. :,, . . :,�..i�� .�_�,�,:":,. ,. .,:�. .� � - ... �, �. - �o 4,1�_� " / / I-- .1 ... :.- _:.� :.� ... ... - -::::,: ,� . I � : ... ,,� , , f, i'� �'. " ,�_ I _ , - . . . . . i . .Z �,_�,'5�z;,?-� '' /' / " - I I . .11. .1 I / , :. . X� \1 .", , . . 1.�','. ;,,,N_-_,� zl. '1_i�, -,��A-,,� "" , _:�. �.. I_ - � I .. I . _ I � "el 1. I.... �,,� ,,I . �� , ,.: , "d , .1 , , , ". ... _/. � .. _X.. , ...... . _.-�,,i;� ._ . ... ... .. - -, ...... __ .... __ -, - ... I I I , .1 .1 .. I - " "i , I �. ..� �.� I . - � , , i�� ,*llz . ._ - .� .i�_..�� _ ___._ ., �. -) I ... �.., . _'. , - I I I � -j" ',i,��,- 'j;,� - , � / _ "' -1 ',-- , , - , , 111; i *` � � * :: :: � ,* , .... "'i ...) _ - , , ", -, - - --��-,�.�,i ��,.:, � .- _:: � _,-� I C;l I _ .?�': .. e� - I- �) -, ---- � I . . "'. _.�.,��,_'� \ , I , I , . , " ,,, ,,:,��,...",'_�� , / . -.1 - 11 - 1. .11 -, . I I .1 , " - ", , ... � rn /P / �l , - , ; I �e : ,� \1 ., � � .. , , , , , �:",,�-'114"-;-�.,,.?_'. - , 'M . ei.:! i,.' � \ , i" `� I I � I I , . , . . , I 1 . I . , , _ �. _ , I I I'll- � -::,-.:, - . , -!�,S,: _,..'�_';.-_'�� ;�-i' I : I , � '. - ,/ - - - - - - EXISTING WATERMAIN - - � . ".. .1.11 .. I I .... I 1. �.. . , .)�:,�,,,,,,-,-K,�I� ., , * / `\ L I ,� ',.' , ".1, ",.r",� / / �,.�.. �� . I I... ... .1 ... I-- � � - I. 1.111, �i.�,k�--!..i,."k"k.�,..,�-,,.�I ...", -li, %%_ 't"nt � , . - , :_ , I'.: i, .,.,-. Ili ,�!,".,"*-.i,�,:� - .: � .."."'. �:_;.:� � )..*, x .. ....... I � I. .... . , , , / . �X_ �1:11. I.- . . . a _.,_ :1 �, ,�,�, "�_., _ 1�1 I j� .. I . - . ".,. � 1 ...'. ., .""". '. �`,�,,"' , -,.___.,..:.; I I , 11., � 1, -, - - - -�k '. '' _� , i _,...., ... ... :: , - - 3S ,. . , , . .... . . __. f.- �... ::::::/:�:��: . � ,i: , � " , :1 . - - - , . � j. -..- -.,� ',.�,.-.-,i,j�,,�,�..�",:,-"��'..��:. - ..._,� � , . �, ., . '11 , , �,- , \� , ,�. ,. �., . -_�::�7:: 11 �. I ... - � I I '� �?, x�,_I_ ., .�j,!_�, "i, 'i. , , " . I I- L 0 �, 17 (jjjs . 4 " A TM # ... ". I , I ..... ��_-1 SS, . � I 11-1 11 1. I ,_ , , , , ,� �,, - / � ., ,.. I I I . ��. ::: ��: :. I 1. -.1. .1- u , I 1:� I I '. ',',��\'_:\,e,\ . I "it;ia"ill, <,�,:,.�,,�.*,' , - _ . � I I � .... .. .1 , . . I.: \,,� . ." 57 S . I . tkitzl;;sl�ijjjj�j' _!_� I.".. 1".. . T:� I ..... I I'll. .1111. ........., 11.1 1.11, ...., - i i ": "'! - ,>i'� �:. ��,*_ 6 0 R /' / � -, " Z�\",��<�\��.,� EXTI �l . . . . 1. . 111 / I... --!�--, " ..i , . - Ft-, u / _-� , . ......._ � _'. �,�,.�� il , .-;:, . , .� . � _\ L�) ,,, , - I I ,. � , .11, 11 I I.. �. 11 � . � . I - � �. :"\.,. �,�.:��,, . . ,�,, s I I . 1. � .1 .. I � � - �l i 1". ,.l., 1. " 1:11" il i, i. 1. 4 '�_ 0 ,� .. -1-1 - .. :�::: �4�' 11 z t " . �,ij t �:f��i ).,.."�, rl I I .11 . ....... � lxl;� , . - , .; � , _.\-,._l�.,,\... ,. � FAuR I T 1;: . - � 1. � - . ".. I 1. . �t 0 ,,�8c�011�r- F.T WA I " / � �. I , "''. . � . :�* I I 1. - I I I .. . � � I ""K ;1�iilljjli , (70)� 4R . ::� .�,�� __,. ,., : �P I CAL\ ll__�.. ./ � � lll� I.-.1 �::::: I ..".., : D @ . @��, I '. : . - - I �. . �.. I . .1 - I � 11 I I I.., 1. .1. - I-. I ... , � 777'- 1 i.,.� ", 4 1 . N, '\ ` ��1�1,1� � �,,,� ,��, . I -, I .1- .1.1 .1-1. ... I � '. -,:�. ,..:. ".. . I ...... :, . .; '. . i. - f I / - - :,��__"\:_. , .. I ,�, . ; ""' 1 " - ,�,..--",., -.-,. ,-:- I-- .111.1 .l.. - � . .. �:�. N�,� I..,. I I .: . I . . I ; ,, ,�l 11 ... ,� . I ".., I...., � I I 'AA, ,� .. I , � .. ,.--- ,_ " '*� `_1110"11�',�_'lei, i� .-��.. ; 7 � � . . :. . I" 7; 1 * -7, & : .:. .1.1. .l.... 11- .... 1. ... - I 11 .11.1 .... ... I .. .... �. ..l.. - :,�: ,6 . � I I .. N . - : . 1�"-r i S,i_ � i ... 11 � � "I .. I i, I . . . ALL ST kGE BLD , S, / / / , _i.� 1.1 ... I .1.1- .1.1. 1 I - -1. I ... . I.. - .... ... - �,.�,i, � - I : , i - -�' - _.-_)*jf I \ , 1. I I , , 'i;;il v I - - ;�l ... , .- - .- ---i---i--i',,'i',' �,,,Q,,,L,.,," .11 I. ___,,_��', ... - .--- ;; I i ... 1. � i" � � � Ili 1. �'� .11, � � 0'. i � �'-i �, �.*�_�.�,.-"-�..(,! "..,.,,.� f:"...��'..'�',�,,,�,,��,i,�j:-�,,��i,,�i,',,,�,, . ,� , , " � . )/ . -, " z ... I.. .l.. o/ , - I ", �l - I - 11 . - ... I .I -01-11-� ;Z� s. ,>4,� - , : , . , -, ".... ,,:. .... / hl-_,__. . �: ,e,-,;�: �, � �,-i ... ... ... I. . 70T-�1'1` .... I '. ,.. I. l."i , '-' -.1 I I - ,�:,.,,. / . �, . .1� I `1 I � . . . - "'' , -' ,��- - , , " 1 .... � ..I � , -.11 - - � 11 ;1 � I ... 11 .1 1. '�`,v:� : / - - - - i ?_lkl.____,<, ".-,Y-,�,-"?-",--,'-.'��,-,.r-,!",,-"�,-"-'��'� , - . I - jjii.',�,��-,`, .. � i z;i : t : _ . � I . 11 � .l.. � ... - / . ---'� I I . . ,vi, ..-.-`,� I I �. I , , . _., , iw-,,��iT�lil,`�. �1. 7771 i� -I , 't 'A ';' ' ; " , �,---,�,;�-,-�4,' -�k , 4,,� -,`,,,'�- , i.-:*, �,�� , , !�_ ��,�, I . � / - 1\ . . � - - . _ � I I I , , I � - -, ,i, . � ; : ! . , . I I 1, - -., , ,� I ... � - .1 � _� 1:,�il;. I I . ,. I - - - ,i ,l - - I I . � 1. . . . \1. I I I - N, I . ,� 1..��: , , ,.;i:�,,��::,.�,�...:�-"�;,,,,� . . I I �. � . .!;it lz�I l,.,ql,l: i ._�,,,. , " , . a / ,/l ,;�, .. , . ,� "I, . � i 1 � ;, - -,,�, /I ". -, _ � . :,., �, '..., �*,,!� � lil" i), ".1j" . ;.; I . .1 !��;i!f � \ Nl .\ , � . ,. - . � ........ 1� ....... . .�:�� ','.�i- '4'-J_1lTl_,`_:, . �*�;'*_,-,��-`,, ir , i ;;: �!; / /ow- I'll ... - ,. �- I . - z'�,,� -i%s�,,!!�,� , -, - - -. - - -: --- , - � l � �!-� p 0 � . fl. ,,.,, ,,i , " . � '11, _",� � 'I" , , - � � -.,, -!, � � ,�,;!.,,-�.'_? , _.. �,'�,;-- i . . . - , 1, W I I ** .� ", . .,""", f6�_':�� ,�, . ., ,� - �i ". 1 . . 1 �. - .... .111- I-. . 1. I-- � ..... - I . ,-im ...:ie, I �, ", . . , i � ;' . , . - � I , . ... I I 1. - � . I � . . . .. 1 , �:�, \,.,: I �. . I I - � � .1. , . :.l.,\ .. � :,�, I . � � --- _. � _� "' I - - >r :�.'_'�� ., I .11111 , . ,� �ls .. . , _ ,_ ,-,,il,i,.�n'!��:-.. , '. _777 i �'�; .. ,, � *lil . ., I I.- .,,\� ... � , .;��I��-��,;,.,.,..-I�,'�i- . . ., . �..�l..:�.i,,�i:-t,.,.,."i.*:"".""�.,..� . ,� " . , �:; _ I 1, "__ I ; ,, . .__� '. � . �_��;; ,1_� .'��ll , I— . 1, I'T, j, . , .1 'i", i. :�'.... � X'� . , �i. �.. !, : . '' ii - e t, ", �.l �'-3' '. , < "ll , , k, . r;; ! � i . I till ., ; ; i.,, "l, . 1.1 , ,.,. - 1. � . 11 . . , fll()9)-- L ,_:_i_,_ll�_1_ _11l'_:_l_z�,;,.:, ?� .. , ... I I - ,�.., . , . � : �'.. ".... . . , " . _ .- - , , , - - ; . . . i".:,-!,.- .i. . . � , ",'j. !" . . , � . -_ *1� I r-ly . . , 'i, . ,,� , I I ". ,�' '_�. '. .., ��. . ` - , -+',;._i�1,1.4� �;.� lm: - `� �-,- 00� a,�Es _-_-. .�-: I I' ..� ". , ;; - -it I ... � ; W,:I, , , ,;;: , :ii��"Oil;"il I ''..J. V: /�'7_� _ , .-��'iW.0 �'� i". �, _lf_`_'l'_. " : . , �� // , -,-�A-": " I ,*-, �� I I 2� ,.j � . .. .. --l"",� " t-"N-i,, �, ,.� � I . , -, ,_.,..-,, _,�.:,-, - -i -, i- �,�-,-,'-,!� � � J:�"-4--,% `.""- �,A�",__", ': �11�, - "hi/ 4, 8 G op " .. ��... - � I , 11. , , ,; , .,,.,,-,, I. e j-_s,_i_-q,i-j.,�, - . . . .. �, 11 � 1. . -Kj-,:!-'i-i, �', .. , , , � " , -, ..,�� I . 1 1, : _ " ,� �1:11"IiKe_ i . .� � , -- .. I -,*., . . - � - . _ I �!! 1f; r L/ .Z> ��, -N, I : I . I � -;- "J'i'l, 1 '.. '�,- t 1. '��,;Iy�"I'l�.�"I.,�,,�,i,��,'.,�,�,�"",-....,�,-, i -, ", i ". *, �.* " -J,� ',�,i,j . `;1; -:iQ ., . . t . , I I ..,��',:;" '16 ...", i T . 1,�, _ . ,;_,�_ �,- - � i` � ,� .., �,` ij� ,',!�_ . ... , -, , . , , 4.. � ." !,,�., , "..-I, 4_� i.."� I , � -,i` , � , ., '. ilzI *.-- . � , " 1 . ,. ..I;., , - - —, �, '' , ..'i � i ., - ," ,,''�, i " ;;.,i!!i;,; �. L ,z �,��. � '2� . i I >., , ',� 'r , " j* _ , , '' � .. - - - - - - . - - . ; �, i 1 _, I �� . - /I 4 I . ,A, , ,i �, . . (� A A4�� , / �� 1,__,.._ \ ,�_ _�\ .�. .. . . i . � . I I.., / � �, ., - -k - i " �,�_111. , "s �, � , . s 'i, w/v/1 � .� ", , 0 � '-N ... �, i,:, i, _;.� i , 1r, i � � , _ _.. . � j-, I.... .1 ... � , �� A'. i'.' I . I ,>-l--,:J..l '_ _��i '11�j'li,;"��,l .. .. � . I I I - , �, �, .,� �-.."_,-_�,'�,!,."" ,", ,, " �"."".,.r 1'.,�.,., i I 'r, � "Is, i �,,� -- s f . ::_ , . , I - , ,, , Y , ,"J., - , .. - - z � !,;_i..;,i., � �-' , , , , , -f � ,, :-,.,:::-.I LJUFP"'�," 4 � �.l ".1. . , � _�.,." ,�. ,!". � � - --' -i,.-.,'� i,� , 4 `,4 1 % I y , '1'_�" `5` - i If , .:- � �,,,,,--�,.,-",-�,lil, � �. , - .", ,,, ,j: ". -_ , �: - li - , I . , " ,.,. r . -j'r _ , , .. I .11 - 1- � � � . � f . -; k.: .i"` ... ER if"'.'l., 7 .I..". ..: _ _i i� � � ,'-.,i il:�: , , , - j�li' LO;,"..."..". , ". ,,_�,l "'' , A _i.', " _ . �. _6 _f - .. - --"- .1) - �','i , / . , / . I f�,-1 Nlb. � 13R R ,.__� " I" 3 , ,_ � I ," " " , I : , - i 1, - , i i .,. ." "" :. , .._,�. � !'. .. 1 4, ,. `\ _.; . . �' 'j, , �'�, i_�� , i,;:. � , , . -� il - � , " :. .j . .. , . ; . ,�.i __ :1 I _.��'J" ",:, � ��_lil ", , . �l � _ I. ;f � - . , -- i-r i Y; 1-! - jy i � , ".', - " _,��,,l '-.',,i"j_�j'l ".�i._J, .. , ,,,�, '. t. .�- t., i:if;;;f:;!t; , , I ., ; � , , I., , - _�_ i. '. :.�, I '', ,,�,i.,'_ " , I , . ... I -!_"..w. . � -, . >,\ V_ ,. � :�::� :::��: .__ __ �J, ,"'l;Ti�.. ;.11-ll.Fl . " '.. . .. _ ,." -�.,-, -,;__,_; I.:*.'��, "_ __ . - � , " - N I . � .. ".. �J" - - - ... 1� J-r�'yl�, .11.11. '. _ , �, ; .1, - - , , � " �' * ": i,;.. �,:,!1i.1;l, . :" ., , , , � , .",I,, , , � , , � . ,�T j��:�, , �,-� . ..., .. , ','� - .. , , ; � .. l_J.11,"_-,.. -r',*;, "". -I', . , , , , --`-,,�.--- . _`,�l i . , � " � " " " ': �- -r f --;,*,* , \ � , : , - , , " , � J'� �l ,I . I I ., � ,...�", " .; 1, , _ _ "",�`_�,,�_-�1'1'1 I I ,,�,--"J, "I - :,�� . , f � " " . ., _� '. J I � � I . -1-1.." ;",l �.�_ - � * . - i`f� _ ,.l.;. �, - I .� J �, i, � � " , . J., r, .i . 1. , lil� _:Qi,',�,,,,'--, I' -1-ill.".6. f r � i 1 . , ,� , . ,.�,." . . ; I.- I-- - - 1. _ �v,lj'lJ",.. , 3 iv , , _f, ,� , ll_,�_'411 .) 1, " - 1,im �,� � , � " �k . . _ - 1: 'i.11', -1- :,�'-',, I -..,, -1 -i - �- ,,,, , I " � 'l. ;l Y� 1, , - , . - , , � I I - . � . . � � � .- i �; ; ".. ;_ I . , - . - i , . 1. . I.. i _. . , , '.. � ... ". ,� I " I , ,,, " " , - , - - � i _ , , i . . I . , , I - 1 , , . . , � " - � I ��-_ .� ,:, . s - . ,� - ;.�i ,� . , , , , i � . - . , " , , , . i ; y "*' . w . : :,. . 1, I. . _ . . , . . . -, .. , J� , t ,:..., .� .i,.. , .". . i .." .", , I .. i i � r 'i ".: ��":j ",f,: ,,, I 11 , I.... " ill .'. � ill �, SL .. ,j , "t -, ", , '.. ... I � , �., " ; - ..... I . �, q,., t: —, " 7_-ij , j 1 ..4 ,11 !":." ". 1. ., ," i ,;_, 1, � . .... . ,.A,��l .j I , ,.;., i 1`. : ,"I : . ; ., I �i ,.; I ""'.., : 'I'.,, � , I , ,.�,� ., . . - . 1".... - . . I-. - ..... . , ,..� , , . , - , , - 1�; ."", , . , ,; .. 1. . ,�', .1 I . , - , I � ,, - -; I I I I . , , " " " , , , ", ` , j ", ." '- , " ..., 1, : __ , . . , ., , j" _- ", , , . 1� :: , �., � - , . , i . _� -� I - - �:e , , , � " �. i , �,.; ,� . , . ....... . , , I. . .. " - - - - I. -- - k�. ; "�;; ,-,., ,�,i , 1'. ,� I . . � - ,, � ,i,, � 'I I _:, , ,� , . i .�, - -::.*, - .1 , , �,_ � , "' , _ � .... .. , .. . -"T,-, 'l. , . I , .- - - -], .., .. � , , - ,-i-,i, , .�� ., , -:11 , I , N , 1', i I I � .. ..... -,i . , .. . .. � , � ,- - - ...- I � . � 1, i , .." � .I " , ,,.- 1� , I � � � . , v ". -k . .. ". , " , '1"A" I I , . , ;; ! :� �; . � , � . . . , , ell , � _ . . . : : i .1 I I", ` ,�. ,, i , * � -, .", ,�, :I,- �` ; : ,-%7,�*�, .� ; , ", -� ." � , ,� 'i, " '. ", ,',c - % ,j, ,�' �', i,`,�._ ,1... �1_11 i ,- -, � . � . , � , i . �.. .� � . , r i �..�",.,�11'),." i,-.� �, ,� �.,�,� - I -,,r,i,, '�-. : -,.i.,-i-,ij - , . : . ; , ; _i-_� ,'�. - .... 11 �. - �- . ,V,- . �. I � f i , . . . i , ,� i;,l : i I . ... , I . ., r,._�. . . , . T , T . ` . , , � .1 i , .; - Ji 1;� Z � ; ,j , - - I' '. . , � I 1 ,2.:- 1, � 'i:J" '. I. , � " , _ . j " y , ;. � . 11 , , . ,�,i,�, i . 1. ,. X . .\.� . �', I . ,.. ..:� , . . . I ` ,� , . . . .., . Ili, j 4 I : I �l , _, � ��... , � . , , , , "', ... .� -, , , ; � "J, �'_ � "i: ,�,'f,,� 'i .. i, 'i ',i� ,�, �,_,� , �,_ ., , . ., � A I _�_ - - 1� , ,.j,,�"-,;,l.-,' ! 1'_�_'lll , .�', . . . � 0 � , -,- 4 4, '- � -: - ,"- �- - -, .". �, -1 " "- I ,- � , . , , , " �, ,� , j ,,,,� , N, 1, " , , I � � � � : . , . I I , . 41 lt7�TU 7- ,� - � I . , 11 , , � , ; , � , I . � . , i;��_� . , � .. . I I .1 11 . - . . , , '�t� ,.t, .� ,,- ., i . �, i, " , " ,; � v " - ), , , � " . " � , , � , , I � , I . � I , N �� . , * . .. . i f, ; ,��,. . I , , " , � , ., . . ". - - , " , , ,i; K��,l , � j.,, .. I ,.,� - ," I : I . I - . , - : . , I ". �l �1. , .. 11, . I., I 1, . 11 ; � . - . I , . " , . . � I i 11 'll . Ir .�. : - . 1, � , `-,;� ,;I� �1: �.�byil�� _T_;l (-5� i-* - 1�, , - - ) , , � � �� V . . : : 1 i i . � �\:,;, � � : '��-\ ; !. ",* : , . . I . . - - .. . /� � I � . , _ , ,� . � � , , ., - , , . J � - - - - 'i t �. ` , � i -, .. . i � . .: �, , 1�1 I 1.1.414: :.. .. ....... : ..... , .1 _� �lr ,� �!�*� .1 � 'i �. � "'. � ,.i.- : , i ", " '. ", ..., , . . I I , : 11 I � I "� 1 , ,� � , * � . , _ - � ; , - I - - - - , - - , :: �l , - , ,�'J,"i - . , - � .. . , :�, ...�, �:, , I... I . � � I . . , i �� , ,:, � R ()� i .l.. - I .. . , . . " 11 I .. . I � . : i" . . 1, , . - , - -- ,� �,- , -;., _ , .�,:, , i� , .. � " .. , - � , .i :, , J" , . ",,+�- " , , I I � I I , I- , .,;-. , � . , - - , - . - - - 7 � �- i'l, 1 . , 777. ,j-, I rl"!� I -i:� t "'(J".1 Jlj !.:,� " ". , r, ",: j".)" ... I : I , I ... I.. -�-,,A.,',',1.k� "K*,-, .., -,', � ". " _ _ ,".. ., . � , '. ,- "A ,,k',,4 ., .. .i I , , ,; ;�� 7- ) .,. -�� , 4. .,. , .. � - Ick , :� , "...�,"�,".,:, L.J."', � . � � " , , , ". , . ,4 . I i .,�. ,,, .. � , _��'� -._:__�"' "-' 1, ". � ��Y,% . . . . � , " ` , �' : --_�l ,� , 1, .1 -1 ..", -, % " " , , " , "', , . 11 - - .1 . � ... i.." , - . , - 1�::, .� * , ..'._'l, , ..�.., . i'i . I .". - j,'�. � ��. L .,:! - - - - * ., -;_ , , , , , , . ._ �P", I, 4": .1, , N . _ '. � I _Q "', .._ ,',.,.' - - i -i�:-,T..,-�,i�ln'- J--,,-iJ_ .''. , c.,i..",�';'__ � . :: I ., .. ,. . .. -� , ,i� I. I.- _., _ i .i 1 .. . . I , I I ." � " . - .., .. � , �l , "....l. I-- , �� ,_ 177 . I , , I - -, , J-1, -..., � . , , ,� , , �, � � 1,:�, � '. ." � _ , - � ___ .�-,�-r,,��',.��,,-5,.��.--*"�.."".,� �, , � " . ..... ... - "��' . ., � " . _ �i, "' I ..'� 'i ; ` , I I I.. 1��l . \.I 11 " _ - -..-.",,,:�\.�.':',,,T,,":,.'',.,T,l:"��,�-i,'. �l I - ll��_l ..".1il., , I ,._ .... ;_X. I � 1. � � jl�,.l!..r:l',r',,i..(_� — - -_ I ,... ''..;.''.., _.. I ,� \ � . I , _ ,� ., 1, - `_: I i - 4 . . � " I I i.,�:.�'�'I'l-�-.�.'�,sf.:i,.�.,k-, J -f_� . �, i - 111 .1 .. " ,�, .. 1-,�,� 0 .. :;;T:Tz;:,f;rl'ij , .. , , - .1 I I . '- , , ��-;" 1 ��, <".l."., .. i - ,__ %"."��ll x � I .1. �. * - 44,; ;, , � T ;., , , , " ", " - ��,A�, , -- - . , � '"'i : , .. ,!,T-F,� � , I., i. , L.1i .". .. :�N;"_ . I I . . P - - % . �'l � ", 1�_ . , '' . .. � , " ",,T' ,. . ,< '\ +� , , ; * , , '- -�,i � -`�) " j 11.1-1 . - �,; - -. -,�� i.,--.,. ,.,r, �,-, i ,,, .. -,.- -� --,� -;-,i,-z,:�j-.i, -, ��,'�:� j 'I,. - . ,,, " "j I..., '. 1, . � -� ... . '. . . , *'..'T I , � � �.�. , , 1� �.. � ... , ''� A ::�.... . , �k , - , i I " _ j , p.,p_�,, ., _ _�j� � #,� - ,!,�,i, ilr"i,�l I ., , .,� � , I., , - ., - , ." , . , - , , . -, , � I.., -1. . ". , _1 .-:,,-k��,�,,-,,,��,:�?�,��1:1-:�-,.''�r�� ` , � �i_,"'.-f � . 1 . 1,i,!�,, ",:,- . ,i Z�l, . , :. . �, r: ,�-� .-k,A,k�,�- -:- - ` 4 � '. - Ll. - * - .� _. r �, J_jl,f,_�_"l'?_l � , I - ,� -, �` _�' - ,-�.--, . . . _ � . _ , ,, .-;�T:�-..",:L'�_i.,,L , � , ,�' 1, " i-d,L`�'/- y ,__ I\. . . , . '. , , . I - �_ " - - - �:` .- . _� ." _�: 'l-i.-Tul- " � _ , ,_ . . "I J ,, _T ,/1 ,�,, �_,�_"J".'J,,T.,,� "i.. j, , , . ,� ; . ., _-_:� "",�,",_ ". , , 4`k�,-I-,�,+:"*�� ,�' d -, A :� , . .. . I 11 't � � .... � � ::.: . rl_)_.'j,.. I ." t .-l'li_'!j ,,-�-,i, ,�.'�,i,,�,�:!,i"�,�..X�"i",�",��:,y _1'.`�l.__ .� . . ,� I I , _ Al�,�.,I:)" ��,.,,:,.i,,,l,:,, - -,-,',' . . 1. - . , . ,< , . " . i . _ _; "'. .. �� ,a - ; � ;; ... , -, - - - ; - , - . , � 4w �, i - , I * '* '� ..' ! " , I � " I - . - \ r 4Z J f N - . i, �, , , , �� , �. , � - . . - - �: "A .,,i%i , — , __�_. ..-,! �__ ..." --�,,--,r.. .... Cl . -',l ..: " .-', .* � ,z . ,�;,�,j,"'., ,_� _ ". i .�,', i� . , , , . �! 'f j, .-.:,i,'.- I � I 1, , , � . , .,.k,�_4��.". -`::: �,_ - .. �, .. �� , � ., v ,, —li"'.K';� � ,� . .,� � � ! � - i , , , -,, -.', ,-A."), -1 "., 4 I - - - . - - . . 'i. ., . � li - , I _ . ,I ., , , � I 1� .1 , , ., . ., . ,,, I � _ " /' ... ,,, :::: � :�:::�' . I , , - ',, ..., '. , , ,� �_� "... ::: .... .,r - I"- , I . � -,,� . " / -11,11.11 14�, . , �.� '.. � , . _�')", ,,�,l . . I, . , .i ", . ' A 's " � ., I.. I , �T�1', ,,, ". "..'��,.-�."'�.�".r�.i,-,�""� j,-- .-,,i�'>, , -�-., ,l_":,;,il �!, � """�-",��y"lt""�,-,...,. i � " 'I, ,,, --� '' , �i"",. - .. . .-_;.lT; _-�- '��* :__l I _ � ��,' ,:.��.,�!', .-".,. 1-1. _ " , . ., -...:),:!� , 4 I - - - . �- I ;; ; .- - , 'i i �', � � ,� , ,',,j�.� � ` i - - -�7 - -�,' � 4 I.- 1�_J�_'�l � � - , i .- _� ,�i. 11 i "i, , -, � . , ,:, ." 1� *1 . " _ . , . - � :,�� / - ,,, � I I - G:'k �- -,-- *:* ��,�� .�-,.",;,i�,'i� ..,�,:,�',-�,',��,�,,�i�,',,�,�:��,,,!,,,,,,,'�:-.�,,-�,*,',,,'-� �' " .1 i 1, " ,�I�li..' * i 'T ):.�.' - ;,:,- I - 1 ": " _ ,�� ..'1:1 -.-',�. ... -, 'i-J"",0, t,�, _' � , - � I � 'k ,- i �11 - . oll:"...-I'�, .1 -, 1: I 4 0 L-1 �l . .,.* " .", ,,, I �. . I 11 "*�-K,4-; _ �--,-�";,.:,li,� . - , '! j, T, � ��, �,�,.,�,,,:,I,,�lj,.,� " , r�i"" ,',,- il,Q',i,-', , - �41�'jl 1 , .. , - I , ",_-,"J��..',�)., i'.'i,"i, 'l. ,� , �, 1. "S ",;'j ... � .- , �,'.';'�.',*�.:'�"',��',��:��,.,:�,�\ �"llii_l �%I�lsv W"-,�,-: � , �.' I '.. i�.,�,.�..�,� r , . I., I , I 1:.j"�r,i � ,.,�,' _,Q " — . . - ','f '. � - . i . 1 - r 1 -.,- , - .. � ".., � i " � . �. " �,. . - . '_ .. .; , i . , i . , ! , ��, � : : : - i - : �: ! " i !.'!'� iyi "i--Y i , . , ; ., . . w ; - .... � � , . , 1, , , , " -,.., , , .l �1, -, - 'i �� 1 �fl!-'xll's,�,l ;� " _ "... 1,-�' ` ll�'.,P . '. '�`" , , . I p � ,!:, ,�., � ,'� 1,�' j, .r i L " - ,,, - -,, -!�,�. '...", , , , _ - � . �, ;, -.-'�,Jll .."ll"I'l,"� , �� . ,� , . 4 . ,l _ _ , _ " � _ " , , . "ij.,. . - . . ., '_ ., � , , , , . 'i'll, , , � �, , , 'j—'r - " , -,, -,�,%,� �,�:, - �� :-, i:, . � f, ill J . ,_ , , . . . � , . ," _J,�, . , j� _,_�. � �i,',i,rjj ��,�,.._ . , - ., I I � . . '. " ,� ,,, ., . . , , 7 . . � " ', '_', i T' ED 1-�-.".-,-;��.,*'-.��-��l-,--i,-�'I'�'-', -�,�*',',i�,-,��,,,, ,'-i ,� .��:',�� 6TR -, A,-, R G P Q_ " , "I. �A --- I... - / I .., � ... I ... ::7�:: 1" - 1�,�.,.�.. J_r .., I . � ,�, . , , " :, , >'- I ,-, , - - - ." . I i _N_ -:1 15' _; - :, .i, �, i , " . k � I -7 ." I 1� .� -1, , "I - ��* Id , . - . , - , " L . I I ��l ,,, " . I � - I I " I "I , , .. ,k,40 ,.", Tj_u-Op-�i.- � - - f , ,- -p , , - � -, . i 1. �,ul - ,( 11�1��,_T,K'i "J,�Jl ,'t'101� . M ---,- . i'l NE) B � I , � �,� , -i :--, '' - J-4-4 t I - , - - . �,�!-_ - - . I - , - - -f,.�l,�,i,�,-,r":,-.,..."""-C,i"� i, "''. 'iy; -��pvr: � ... .: - - . ,�,, . f , ". �., X -- 1, 1". � .... .i..... ��._ ."'i" , ..' r i I � , . , 0*",,��, llii� `<', *\ k _� 1'1:11_�l . , _�,11,:ly.:, ., .,Qi�,�:, � , � , , . :. . i; , A, > � � , � .. - ---� - .. : .� . _�_.__ � , ,�_ � � , 'i-L-l'i-, 1"I'l"...", � '. .. 1, -!�', _ .� 3. � ,,�\ I I , . �'..:,�.�,,,),,�,��,��,��..��..� , -q --�:,.�i-,,�,qr. "t""""!"��",.,�"f,��'.,t,�;,�",�""-i.,� �4 .. ." " , I ",v , .1 '. ,-,",-",!,z,..,��,z,i,�,.�.,,i,,,i,,I...��i,.i', �,",,ii,��_.f.. , '. . ;_- , . . .1 , � .,,i,.,__q — _,'", I_ .. J" !_,�' , _� 'i ... . .. ),'._�_, " , - L� , - / - . �11': , _� .k; > , � lKl;, � I �� , �'..�..'"'.,.�":,.",7ti�,;"i,.�i..."!�., ,.._.,;e'_il_ ,- '' . , � 1, V..l.,4,;* ll:'r,:,: �,_ 1'.. �1.1111 � - _ , , � .:,( ., 1,1;.;l i �. .. '_ � ., .1 . -, ''.. ... . .., ,:"''�'..i,�:,��'i�fi')..''.,!"�. _r.; Al� . , , , , � .1 .. I", . i :_ 'A."', -, �-,-,�'.-,,'.-k',.,i�' ll'��l 1,1�'. . __ - j� .� i4? �f�,.i","..",*j"...,��,�,"i,-,;,., , . - .-j- , li�;,!Y!,:!"i�.i i -I-:� :�:i'i:: . .3.;. .. I 1, i .. , q ; i. t ; �x ..�-i��l,,,.�it,l��,��,�,,.��i�,, ,_ ". - � . I' ;. 1�' " , '.- , - , 'f,..",,"�i",.*,..�,i.,.,�i,:.�.". 1.]_ "_,�_ �f �.,','.;' , _1 il]J_ ..'' _11.1r, -A"- -y - .�.��: ��_ ,/,� ,i',',')�:,.,->,:- -""'l"l`,.,_.,.. - ., ,"-04�,"**�."''i'f idt 'i, .-,,.*,'i,��,T - f, �i --,,'i,,qpi,,i,,,,,;.,-�� .. I iii. � !, . � ...- ."', . , . _,� -.-T..""i",..".r.��",..,""..."��- �. ..-,\,-,--�,,�,.,.''.,.,�..-,:,. . �i; ____ , ,.�_-.: _' .... . ... - . , . ,.,�.�-,,,.,,.,,i,,j __r-i'i'�'.. ._.. _ ,. ., ,\, , , ,,�,.,i,�,J., . .,. .. , i. .., ..L'ji,'�,i' y i - z 'i%iil;'lil"lil'._ _'. .. ", � ", '.."", T ,� , J , "!'j"fJ"�, � 3M., !'A-."� f"!") I - - -- -- - , . _ . - tq,:,_y._ ; ., , , " , , I - , I "T ... . .. r" .k � . z 1 �--.�.-'�' , " n , _.ij , i-, ',,.)�',. i "' . -, "'; 'I i. ��, , , , i�.�I�r.,,;l , ,11� �l I.: " - � "l". ", �,;, �, " _ ., , ..._ , - , �, ,J .. � - - .. Ii'l:�","', , , �,,, J.'' _ ,. _ I _� - . - - -Nl-`- , " " A " '. .,.:, ll�) I , '. " !,,i, ,.., __ _,l,�,',�j,',i,, ; :__.'i�,;i� -�� I . ., i. 'T'J", ...,Q, .:,��', . , , .5p -.11 � .�,', �>�,i�,�, -::::: �_�_ ,� , , , I , , , I , I i"t . , - 'i, : I I , � � , . . - , _."', .";'l."j" - - :. � - I., 'i, `Yi ,-.,, i- i .-� � z ": , , -�,-_,;"L'Ji.�_. ..�\, ,�,,�,_...�..,, j.�i. . .... � �',,� ...'�,-,,',�.-,!,",�.""",",�,�,�."..�,�,��lI ,., I .., �..�_ ... ....., � " ,, _ ", ,_I,i�; .-,;,, . �.. ...-.ij, i - --.,� !:: � . � � __ � �,,i� ..Ej --_i,��_,T,3� ..,_ij,j"111,�,i�.:, ""!,-�-,�-,-,-�-i,.,i,.,.*,.",T,�,f,,i,. , _..-L'lr,.J.�,, .""-"�-..i��...-��y.i.--�,�,- . . "'. 1�'T'il,i .� '. , , _ 1 " .,- - -�,---?"..'��I'llt�-,-.�,�",.,. "..; - - .. - , .1 �..ij � "-;: __ - 'T, .� 1, � �. , I — . - , f �, V..", :i.'� .. _ � ,�", . . :: .... �. � t , ", __�I,l ,;_�,,� � ,,.,�',! ,e , .. �1, I -:, � �'�, ,�:_,,,i�,ll - � , ... , "'),ri i ".'T',�� "� 1, � 1 ,:: , y ... :: f-P �::: i 1: - � V % ( I 'CA :!,�." :�:::: i , . , , , . " '. ,.,., , _ . , " . - "T _,� _� �,.'i.�,'�,',�,�:�'-'i�,-,,�,'j,�..,-�',,*��',',4 , 41 , , . I k, , 1_1 - , - ..'�_�� ,;,_,. . ..... � . � _ � , -, , . - '. __?_�. "I't" . '. T 3 , , , , . '. , f,c � � ... ..,� .�"T,:Qr�i . .; '�_i � D-!� - ... i. i , , �11 1, , k '' .,; . . . .r ,�!;�-r-�-�: � j'�, i': i � i'f -i�'�'ie'�l . .__1111'� �!. .. - I.- 'l.T..: � & :- < 11 . �_:. . . , . .1 ... I. � 0�� - . .- 11.11 1. I l-, , - �jIl-11;,V�,"...,v i�:,�--,,:i 11-1.11" -i"J". .. , _ _ -. -,-,N_,--,i.ii,,�,-,(,;,-� -.�""!,�,,l..-"""��,,-,��-��,-,.�,�.,---,i,,i,-i-,�,-,-�k-'�,�-\.,-,t,%.,-,�'�i-, ., I il, - , `--,-i` -,!._�,,Q.-," "'t,".., j"�r)"l I � . , ��li', .1111�..'�,.I'. _ I., ;�u-�:,�i � ... J ., - " , _' '' 1 . � -, -.":*,�K-,A.-,?`-i-' `!-,.*,:- "'. I "K, 1. , _,.,.K.".--`.,:,*,_ ,': - i .. ,, !,'�,,QP 11�11. �-f"�,",!(,i,� -";,.,�._ lil.111, .1 Z_ %*,`z�,..�.�,Zi'��!��; �-,. i�i�� ir,�,`�,i',!,,), 1, e, . I . , - - , , .". " - '. .iy.!,il'ii,C:; . T, . .. i` ..", , , , "'', - - !. , -��.,:? , �',�!.i,l-, :�, Y�wi"iyi;, � i; ..., I i: -*'i�.� --.'t,-,�- . . ;' _.::r - _._ �,J,� � , ,.ij ll,l,t,T,�,',j , , . ., . , i. .. r: .. '� - i".i,l'-1 .."J i'� " � � I I �-�-,V-�-,j�,,V-,, ,.--- ,,i,Y,!_'C, '0", � ,�,,�"!"!.,',.,�"i"i,T�.�,��, .,� �,�;.,�A ,Cj*�,'�,��,�,j ,�p"'j"i"l.."�j -f."i"� ..-"",,�l,,I,�,'.�T,;',��,1,!,�"".,ri. .'j'j"j." V-,�,4� 1, , I j,:', _ J, 11-li-l-il .. 11 I , � ir _�� ;, `,_,.,�, ;. y ) , , ,_),'�'i'� , -,-,'� ,�,',. .,�"l ..'_, li.l�, -.,��i,l_ �. , . i" i_ , . � . ,� - ..... :11.11 � '. ., , �l I _;,r;l,,;T,. ,Q,.� � , ,_', - i,k'l -e � , i. � p" \ I . . ,(" .. 11 i. y i _:.,,_i.,:v_', . ; , � , , .., , 1'. " - - - : - " , 1, " i 1,,.. , j'l �,,. " V! .; y F1 i-I "' I-x I � , _ :�, . � -, .. 1" ., I � .., . _.i,ir i ,;..�,..,..'� 'Al,""', i,:,�,�,,, ,, �� *A.,�_lk i, li 11- i�; �i.��_., � - '. ,z" ", , " - - *,, - -10 ,: I , � . . -, '.1 _ , - ." � � . , "' f - . - .:,� -, 1-- I I , i. . " , ,; i,r� ,-..-. - 11 , I ., _li_-,�,i� .��. ,'-4-,��,� �k, - . I . i � , � . � . � _, .. . . . q ., . � �. , , . ,� .", � z, . � . � ", I - .. - .. -, , 0 .11 , � , , "..". .1 . " -.' -: " � � '. ; . . ., , � - �.� , * , -,� ** ,,�,' -,',.'..� . . . ! i ,� 1� " "' - � 1, _ I : i -. 1 �/�, � , ; .��, ; .., q . � �.,k � i, , " _,�,, i,,i� , _e , l'i * "I � : I , ;_i .. �_) i� . . , " " , , _ . � - , , I I " 1, , " . � -, : , , , -, :_ 11,; , ` , � '� -, , . .�,;,- , ,,, i ' _"' _. .., _'_�,jx__,,� I ,��li,;. P',,i ... ,; 1_ 00 � .). , i . � : . . , i r , , _11'i I .� . I . - - _1_ % _1,)_,I�,`_`.'Q.,i� " .. , : ,*.�4 ., . , I "�. � ...."".., ,., �i,�,- ��, � , , �"'l . , ], , r'*" - ' I _ , ", -.."_ . ., ", I I.. 1 : . I - - - - � 1 , " '��_�,�J , " , " " i" i"', , " ; ,,, -,- -14, � , 0',',"�` 1 -PkJ, "I __ J.. , , , * , , �� -f��)..:.�cj.-.j, Z�j,)..-j, --�.uf.,i.,j 9 I - I I I - 1. I " �i 'r,"j,"'j, ),',,,J��, " i':'r! Y i i �' J�;'J,_j ,;,- --c""'T , -- .�._ i'l',�,L""'.,�J.jl - -�,.-i-, `,4-1,1 I I 1, ,.il,,',,�.'i,',,r.,-.").,,'�:, - k.�_.�,,li ""'. J`,yY,',�J',,J",T,l ,p",f"q.,l"", 'J, , i, . . . . . , . il ---��---,�,�i.,'�,,��:'e,',�,��:*��:;(.�,r:��,,,�,.�,�,..,.',�l',,.,�',,'<�:.,.*�*��!',,.'�,'��,"��,��,',.��;,.,.",.��-�.",. ""';,"I"i'l l--,-i.-'l-,�l,-,r.. !""�,;-- `-_P ,',-�, -',�-`-`.,;,.--',' -, -,� .."'.., '. ,�. . I 'i ��,`,. . , . ... � - ,, ... ,;.,�i;,-��, �ill'i 11 . , " � I,: ... i.��, " � � , , . � ,.�dl , , _ , . 7.0 , . _1 . . �1: 1:, 4.-:1i , ,:,�`_ , . . *:"! � ,, -, i " (,��",",-,,!,'J, , " . .;?. . - . ,i,�,i_i� --.,J,Tj,--; , Ili, ': _� , . . ., K.v_.,V I'll I - . �� , "" " - .. " 1. , k" 1` ,1, !x'i'l" 1. I " I ,� '. � , , , , ��i* , �_l , .� ,,� , '. \ - ,-T, 0,,�:J_ A " �, I ,� . �.;, i , � , , .��i'; : � . I - _, , K, : . : - , 1� 1: �r "I,". ��. ,,�,. �";, , " ".. "r, , " : . :. . , a .. 11:1-11' \ \ '. : : 1�1 I'll, . ,,�, , " - '1� i ,, ��, i , I . li�i,�, �_;,�,� , � , , Vkj_ i, , I , " - , ` I I 'T ,�,� - I A "."I , .� i .1 / A ,�, , . 1, . " ��_,.� ��,:�.'��,,.�,."�;.��',,.,,,,,.'� , ,.�,;,_,'l,`, ';,i,, il'_.i'_"l "i'.. _ , �. � , - '�!,' _.�,.�� `,""-",�,' �,�', - . � " �� _ , , "'ll I �').-""'["- .-,-,�"-Jr,Tl;""-,l.f """ �,, "x,::�,-,'T., ic ...'....". "' �T',"'... J. " *) , ei �_ ", . .,�,'�,�,'.f \ V'l� * . ,�_, ,,�,_,. li,;,:,:,, �;,I, ,�, � - 'l- I J -,�,r -, i'--,- `-"�,- 'T",l.':i"�,,i�'[!�.'i:. 1_ _��,_�_ , .��, � _:, A � � . - I ,, ,f, , "' `�T' . �,.:;,',.-,..'.��,�,'�,�,�,�,:""��,:?,-�.;.��;,�;� , . - � . � � , , , �! , --'f " ` , .,:, �.;";,,� J / ., � , I "'Q i'f ... � I a � " � . , . F,.' ,"', _. ,,, ".. , " I , . � , - �, i,i')":,-�.,,' r'i,'0 i'll'., -.,"�,_l � .. � i, � i"...-,i .- " . �:""`J_ I I I ",',`,i,f,�,',, .._),Cijr,�,_�., �leij,; :,-i'j,�,T�i_ _, , .",,,�,i,� , � , , �.,:,' -�',` ...." j -"'0�.�_;�!,��,, .."ij i, r,�"-.�,",� -'i, : �. ::, __ _ , , '' . , . � ,� \ ,*,"", ""'.. li,%,, . ,_i_ .,.i,,, _�� I I , , , , I - - �� i 1 � � �� , 4 " , " J. , , li I ,,-:1.11, ll_"�" ":�_`_4'_�_el_ �', i. i', . .-,iA,,.J-,�,4 _-:,__ , I . �!. _:,,i:..!,'.J. ,�, , . .� ,� " .1 'I, ,. . , , ,� , " � _= .. . i . ...... _ . i ": . - ... I . '!'a , . . "',;, - - ." . 1� ��l I " - " �, .:!, ��;� I -�A �l i 1�1� ,YJ,:._A,,,i - 'i", I �"Y.,*",!"�"".��",K"I",..",,."!"-., :-, '011, oll' I/Q// j �.��', ... I . .. , ". , , - - 11 . . �. . �. 11, f , �:--!"�.,:_, . Y�: Y: 1: i ., - !':'f yj ---" . `\" - . ..: ; , ; . , . --- -t--,:- r; I i il �";,: 11' i 1. 11 : � . ..... 1"? �, ,,'.,, � "O"i - -,;,,.,,.,,;,,"-.,-�1-1".�-.��"..., _ , - . . - . "' '. , , ....; , , . , " ;,. . . . 1 . I s ;; - . �� " .. , . , _,� � . 11 1. , _ -.,.., . � t " .. .. - I , - . ,_ .. . . . . _. ��,: . "! �� , -, � �11�1� - , '� - -, - ,;. 1 . '!�' - 'i � , ,-,l,l,- , -...,--�-i--.--�-,.f,!,�",�,-,�'�,�".r,�,-...,,i,-,,��.,;"...-,i, I �'"';�..'�,5"r.,�,-..-,'-�',�,i '... , , . 'I"', `i.,;r.,�'1'1�1:1'1', r,�'..."", ,-,�,).',�",�..�"f�'i'��'.1�-,�:11, � ..'I'j.", .. ..." . ii . , . - T, _ , _ ��..-,�J�',..��,T��'�%.. :, - i - , " -, 1'6�jlt7,�"`- Y��.j,�:"""., �'f� r�l.',!,j � ,'�. , ". ., qp��O : i 0�0 , , " , _ �,:, . , , . < � ."_-�! ." �!� ," .. , "� ,�, , . �� r..J",i�'.,.�_., �'1,11`1'.O,,�,,_. _ " ��,> ", `�: � ,.'..ij. `.' r , 00- � : .... ,11,.._,l'l'.,.__:,.. ',f._;._ .IlY IN'. �_ �l - - , . �� -',.e,. " �_, .. � "', ,�', . " � . k , " . , , . 1,i,'l - .,-,,, ,., . .,', i- L :, I /I/ 1r, ._�'.::, i �_., . , , , 'i, , �:, . . , � , � ,,L .,-,-,,.- -k.5��,�,J-:. � ,�, . __ r , - , 11 , ', .. . _ . " , � - - -� - `_�'-- I ,.�,,,-� .. , svl-`-',',-i . IQ .1 , " :r, ,",,�`,.',,'� , " -*',-',,' ", T,�,�� p,i;J �,� I � %) i ... .- .. . , y., �. : , - --- - : � ,: �1',_ ,,_,_j� � - - : I , , , [ ,,,, .--,--, , , - i . , . , � -, . ... , LL- �. "I - ,!� , - 5, i. , . I.. I 1:1r,. ;. i 1,1: "I i v_: . � - -,-. - z ... "I .1 , -..' ,�,-'..'-,"..., �'J'T' .., I.. ". .. " . ,� � , . , . ..., i� 11; , , �- - - , ,,�. �,1,1,,�,�� i,:,j "' . . . , I , .. . " __ _ " . .. ... r.. , ` , - .: il 1'� ,1,.'._ 4_,_ ; � , �"!�"1".",",i�.;�"!*",�"""i�',�l. - ;i" � , — -,;��:.:�-:'--'..-',,',.'��"-,f,.�"",..,.-,.�,,�".r,�,,,� -,i,--j,�,�-�.i-��,-.�"-.,.,-.-. -,,- .f:jj."!".:,-.�'�j .:''. - - :,- - i `� , .-" -, ... - , " - .. ; ,:,_ �,i":.",�"",;,-,i",!.:j..�,r,:.� , � , f,�.k_� 'i, " " .j,',-"'.(.J:l, _�� . , � , 1 t I - � . - - � . j , '. -_-�:l — \ , , . ... ... � ... ... . - -� ., ". ", , , -,,,^- "' " _ , _ T.", 1 ", * .1 ; — - - . - ,� , �': , ., , ,� , " LL_ , - , , . . I . y - , - , �l ;. � - .. — — : ; :, ...; - - . . i y i - " , , . ... . T:;::: � 1, — ', - , "ll,"l-.1,14 .1.1".1.11 - . ..;, - - .. I ....:. �-- ,-i,"_"i " 1- K �i�� ,-..-�,,. . '�- ,�� - % - . '. .. .11 � 1% z .1 1+1 " A : _ i�: J�� r .. I 11 4_�_l'__t._.._.,,l 11 _ — : I , 1� Y/ . .., � — — , — - -i, ' "' " ,."."', - ".."'14" 'K _;T�_ . . . . - - �l , , x., , . - A � .. ; ... ; � , ��, � _ ., � �:, " - � * ,� ,,,,, - " , ., .. � j'j�' ". � __� ,,,, ... �k . . i . . �. ! I . - � ..... I . vi , � ,� " - I - j " -, - �� ., -"), -, j -1 - ,� "�.'-i_',: ... ��'�---, --,--, I , , \Llv , , ". -, _ �i-, ,� . ... �,,, T'l ,,� T 1 ','�',,'� J �'.r, � "",*J ,..;, i , ...., � , � - .- . 'I, , ,. , " ,, , � , . - - -1 __ ,r :>-t, `< � � �, "', ,,�,�A-,,'* -� .-� .., jr, '..... , " , .,:""�, -'ii,:,l,�,'..,',,f,!, , / -Li -1. ��::.�'_ 1, - 'J" , � .� I � , :,�,,�"""r"�',-...,,�--,r,'�,---,!""k"�',��,'�"""�',,�,,,-��-,!, '!,-.�"!"�,,',i . _ .�,r��,,-j .,��-ri��-,ij �.'!, 'Q:J,-r,u. � � .� ,f, _' ,� -.'Y'i, �L i) i . . ., , . . , �_ � � : . . . . � . , I ", - , ,,- - �K_ *, !,�� , .,. , � , �, '. ,, 'i� _ � Jv- -i I . 1, 1: ,". 11 � �l ., , : � a , 11, ":1.", , .,!",",,,l, :"-.�� """,�', .._,lilli'T,il, . , �", - ` , _ , , � � , . , - : : , ; .�, I. � . , - � I . , , k , ..:", - �*, �: li , � J ." --�_li .., -*�� ... , " ., ': I - . I __ 'T, �� I � � 4 ."J-4 __l_;,l'_ , -,-,- , � '. '. � " � " , , �� i � i I � / . �, � . , . � . - . .� . , � � , , .�., , ,,, , " �, .__ I - I ; 1 ! . �, :1 . 1. :� . ��:::_,. ,j,_,1:1�i,�, _ , , .� ., � ,., _ ___.., . __ _ , ""l— 'i, .. 11, I �� , . _ _ " . � . ..... � , ; .. . ": _.. " I., , .l... , . . : . 1: .Z.�I� I " . , I I � '. , 1, , : - , , , , . � .N: , I '. " i , I . �. _� , � , , - , , : ; : , : 1 i,� I . . ,\ 1� . . � . � : - ; : I : I " � . . ,� ,� " , , . ll� % :, . . 1 , � " I . � .: : , . , . . . . , , , , . , ., � . . , . , . i - - � ,;, : , 11 ,:,: . I I � � I _ ,:,,: - z - " . . . : ,, . - ... � I -::-,;.. E : i 11 , " �.. � � __ "': � _ - � . ,� i :,:,: � :'; I., I - - - i - - X / � � , 1, �1_ :: �: _. � q I �i , � . .:� , , '07 , � - , . - , . : :� . ., 1 - ;,. - - ,: i, �';.��,'i'_! t.!", ,_.., � '. ;, , .. 1 ... 1 � , i % . , :�Z, ". : y : _.: , , ," 1. ,. , , ", J, . , r: _ � - : T:� 1. _ Y:":, . - , - . 4 : � : : . � I..., L,: " ,: 4, -,.:. "i I �,�:. - I :) ., i .. .. . � , i_ _ , ,;, �,; . : , �,: '* , , �l .11 'I . 1-1 - j " - : , - :, 'i 1: ,, . . ': V, I 4 d. 1 , i � � ` i ;_ . , T� I -_,�:11_1� -� ?� - r , I -_,�, �,�,i.,',,: _ "; '.1 11'1:1� ; 11,.� , - .. I � .1 ; I i I : ,�; a , . . . i . :1, , ' . _ Y I : � :'- -: - � , ', A ,�: V�- _,, i y I � " , ,� - j , j�.- . e -.1 ... - � . . i ". . . . y I . . __ - , , ,� ,� i - --,-t*,-, -1 _�' � i I 1, " , ),; - _ ;-; -, T ,, - a . " :� . .: . � : ; i : �;,- : : � , . .. - -T ,r 11 , 1. 11 . , �, � : - �': 'A., �: -� 1 -�,, -,T. � 1 -, - J [ � , , . �, . , , �,, ; - -� `:�"_- ., - -1-�'jl, �]-,fdlk', >r . '. I�A ,4d,ll [ , , � , ;--.,z�: 1', -,: - " .. .1 . � � , ,;� , , ,;,,, . , . . '�� . �� 1�', � - , - , :, - , ,_- , . � _j� " 17- 11.1 _4,4, - rl � ,� .. , , � - : I � I _-::� - �� " . " � �_;� , , � I , � -, , T , , , -,-: - -+,�, -i", � , "'.,l , ` -,' � K, 4 " �� ', ,4 -,:.,:: ".:N.. ", -, - 1 " . �kif: - 1,`� - I � 1�. i . I ,� lic-n -l"i-�:- A . I : . - �:,. . I . . __ � I , 1� _ � .. � "I - - ,-,-- `--�--_ 'i , ,� -,. ; _,,i, , N, 'k , . , '' : ... � - - I z � I Z � e �__ - - , , I—- . . , �_. , __ - - .- _,_�_l _"._. _ _�,,'K�-"->":*,�A` �!_,�ri-`!---,,N'; " � ",� _ , - , -[V 11 /:� -- -,-// /I - �., I �:' �_ �,. ... � , - , , ��, - � . , � � , , J , , � �,_ I -i- ; -, " .., !., � - -J '��,& � . , E ;,./..: �z�l 71, � :D I .. Z, `yjy- -,,' - 'T* '-- . _, � _ , ,�� _ �., .. �: , .. J� i � -- -- �. Z. � .... , . ., _ . . ,� � . . �1: 11 . , , , � , ", ,F . .. - ". ", . , , "., . . � �, I , -, - , , , ., .1, , .< -, ,�, .1. CD � ::,.:,�: _�i�, -�,:,, , i�.- � l'y ", r- , " �,,� . . ,� " _ . ........ � ... - .- � ". .., -.-r 'i, - -,-�-,. ----,i,-,---, ----, - , , . � . . , , _, K. �� . " , , , -, - '! > - - . . . . . I I . . . - � . . _ . . . f I - � > ,� . ., . , . � j . i I .� ,� . '. . � , , - - �>. � " . " ,_ - ,� , , . ., .... , : , - - ., �, _ . � � .,� " _ " , - , �. - - , - ., . � _ �_. � , , , ,�, - , "I � . . . . . , . , , . , . � ......... - K __Tl ��,__l �_` - ., , _', . . � . _ _.. � _ _ _ , - I . ,11,,�,' � 1','� , _ � , , , � - I -`�-,,, _ ...... , . �� \ - z I �, - � �,� , " .1 I - - ,I .. - . . . "" � , , _ , " � , . . , . . i . , , . � , , F k . � , /:,: - . _ ��_,� " ,k , , , .. , . . . . ., .. � I i . . _ , , .. - '. __ . � . . , . . � .� ........ I , . . ... �M, .. , , I 00 I "--_-.____._.- . " _ _ � ",. , . . . &p� �\ I �� , , - "., _.. I _ ", . '? � , � - " . . I . _ ., . . , " n I .. . - - � : . , I .". . � . _ , . - . -,. _? - " f�� ", .- /I / �, A . . - _p 0 ,O 0, � � ;�� ;005 \ ,�� On T_. / (11� . (j) . 0 ol , I I:w .1-1 I a 0, _p 1�__ __/ I- cl 1_� V,A (IN V-40 -10 ,;� $_ — :�\ .,k 'IN - 0 IV 'O '�k 4- .;�- 0- �3 ' �' ,A I/ - Ili I x�� I % 0 , it - C,13;��, �D ?0, '0,,&\ \ I I � N/F I � i - , �� I NC ST Y- 1 It lc,13 .x%0q 0 06 , - It ,,,\ S 0� 1( .I- i I \ �,J\_ i �\ SHEET \ \ INDEX . SHEET 1 — MA . STER SITE PLAN LENGTH LENGTH RADIUS = 18-00 RAD I US 1 SHEET 2 — DEMOLITION PLAN CHORD DIRECTION - = 19.34 = N31030'00"W CHORD DIRECTION = S78002'06"E SHEET 3 ' — MARINA SITE PLAN LENGTH (D = 40-22 LENGTH RADIUS RADIUS SHEET 4 — GRADING PLAN N - = 39.15 = N24002'44"E CHORD DIRECTION = 35.01 SHEET 5 — EROSION CONTROL PLAN LENGTH LENGTH 1 RADIUS RADIUS SHEET 6 — MARINA DREDGING PLAN . N = N33021'55"E CHORD DIRECTION = N24005'48"E SHEET 7 — PLAN AND PROFILE LENGTH I LENGTH (D . RADIUS RADIUS SHEET 8 — LANDSCAPING PLAN = N64*38'22"E CHORD DIRECTION = N24029'45"W \ No. I BY I DATE DESCRIPTION I GYT 10120115SHEET INDEX . 2 GYT 3129116 GRAVEL AT STORAGE Ate) Py DATE nFcrplp,r1r, 3 GYT 1113116 MASTER PLAN NOTES I ADDED DECKSIWALKS, 8 GYT 6117119 REMOVED DECKS 39-79 4 GYT 3120117 REV NATURAL SPACE I . - KHEAD ALIGNMENt . 9 GYT 10118119 20'UNITS 5 GYT 3129117 MARINA INLET /0 GYT 1214119 OLD TOWN . I I EASf—NENT A60TE 6 GYT 2119119 CULLIPHER GROUP,PA I // GYT 11612020 UPDATE TRUCTION SE 7 GYT 512119 BOARDWALK AT 6-5 r I I I I NC ONE CALL � ( I I NN 0 :=A D Ml YA ME = w B I 0 . - --- � I z� I OWNER: GS9 LLC - ,.,�. - I I '41-00 CA P !-**, ( OR 1-800-632-4949) 0 DRAWN: V 'FA x x " Z %-A � 1:1100�4,q�l WA SHEET 9 — DETAILS No ge.,�ess/000 VA 0 +% W.O- . AN - � �; 9 I-ep -�,* .001; :Q. 0 PHONE: 252-241 —1 200 . z* : SEAL : c I - - RDC — . ; a 0 0 on � 6970 0 Ift" APPROVED: I %_ * 0 Aw _1 . W_ 0 0 4�Z- !&, ,. ,:,. � I . 20 1 G/) `,lot , _ _ THE CULLIPHER GROUP9 P.A. GYT 40 0 40 ., /�G I N ,,;�,t-eq 'All, � 80 ;210, � � 0 1�, go .11,111,11, ..... 11 I A 11 ENGINEERING & SURVEYING SERVICES I I lh 01 DATE: SHEET 1 OF 9 =�� 1 14PO�p 4$)� y I I . I ** . am= I I I I I I I I , - I � . 151A HIGHWAY 24 ,:, I I I I I I I w/Mm I I I I I I wfArl a I . . I MOREHEAD CITY, N.C. 28557 . 8/25/15 PROJECT # PM1070-4 114111111111 07 A I // . I —_ .. �� . . � . U 411v ozo (252) 773-0090 LICENSE NO. C-4482 DESIGN FILE: PM1070-4/PM1070-4 CONSTRUCTIONAgn SCALE: 1 = 401 . — , — — — *_ � SCALE: // � . I A�0111111111111111_ ___ - _ - . - iNG . TURNEW P. . DATE - 1 = 401 � - I ____________�� - _1 I - 1-1--1 I I -- I - �� ____ I I I I I I I - I----,- I . I FIN I SHED GRADE 6'"PERFORAT DUAL WALL HDPE CONNEC ING ALL ROOF DOWNSP TS AND DIRECTED TO RVIOUS PAVEMENT @ 1. %, YPICAL ALL B LDINGS 2X DECKING -\ BULKHEAD DETAIL IN BASIN STORMWATER AND CAMA SITE DATA TOTAL TRACT = 523,553.54SF (12.02 AC) EXCLUDING BASIN = 403,635.52SF (9.266 AC) UPLAND BASIN = CLASS SC MORGAN CREEK = CLASS SA PARK I NG =105, 853 SF (*26, 464 SF ) SIDEWALKS = 3,505 SF STORAGE BLDGS = 6,000 SF BUILDINGS = 48,800 SF CLUBHOUSE = 10,000 SF BATHHOUSE = 400 SF GRASSPAVE = 7,660 SF (*1,915 SF) OLD TOWN PARKING ASPHALT = 12,284 SF PERVIOUS PAVEMENT = 13,251 SF (*3,313 SF) TOTAL = 207,753 SF (112,681 SF) PROPOSED % IMPERVIOUS = 51.47% (27.927.) PERVIOUS GRAVEL = 8,162 SF CAMA SITE DATA AREA WITHIN 75'AEC = 169,644 SF 307. ALLOWABLE BUA = 50,893 SF PROPOSED BUILDINGS = 37,631 SF PROPOSED SIDEWALKS = 131 SF PROPOSED PARKING = 18,547 SF (*4,637)SF TOTAL IMPERVIOUS = 56,309 SF (42,399)SF % IMPERVIOUS WITHIN 75'AEC = 33.19% (24.99%) *NOTE: ( ) 25% REDUCTION FOR PERVIOUS PAVEMENT S. VQ �p ps Of E � —n9/n er setbk y ' fr � om a � 7Q �d ge Of Cyq cho —nee/ — r PROPO�ED JAR I4 A \ r 1 DEPTH -9. 9r NAVD88— \ PR g OSED PULKHE,AD TO r I EINTO r r EX STING Z>hUHtLqlNt B LKHEAD,, r 6.0 r r / RA P ARE B. TO FILL D IN , r � \ 6.5 TSW 9 _3C CqM q 6 "PERFORATED DUAL WALL HDPE 1 t — _ FE BUFFER ANDNECTING DIRECTED L TORPERVIOUSD'SP�UTS VEMENT i r FF9.0 ++ + 0' 8, y �ECET =, @ 1.07.. 6"MINIMUM COVER AT HIGHEST INVERT. TYPICAL CAL ALL BUILDINGS. r 1 + q TED .._: I f TSW 8.9 _ _ + FE 8.57 + :..BUFFER _ �+ —T�5 - 4� - --- WITH FINGER PIER / —_ ` ++ + AEC �---�— ! F E 8. a SCALE: 1 "= 5' L), SHEET 4 OF 9 PROJECT # PM1070-4 DESIGN FILE: PM1070-4/PM1070-4 CONSTRUCTIONAgn ILL EXISTING /-F INFILTRATION BASIN DRAIN BASIN 'Gad ode OLDS TOWNE VACHT CLUB DRIVE 30'EASEMENT GRATE 7.80 INV 5.50 x x x x x— x x x r, x x x x chain link fence x x chain link fence x x x x x x x x NAN (' E PLAN r�r5vivuJ rrxv�ivi�iv i ivir-�iiv I Livr-uv�� THE PERMEABLE PAVEMENT WILL BE INSPECTED ONCE A QUARTER. RECORDS OF OPERATION AND MAINTENANCE WILL BE KEPT 'IN A KNOWN SET LOCATION AND WILL BE AVAILABLE UPON REQUEST. INSPECTION ACTIVITIES SHALL BE PERFORMED AS FOLLOWS. PROBLEMS THAT ARE FOUND SHALL BE REPAIRED IMMEDIATELY. BMP ELEMENT: POTENTIAL PROBLEM: HOW TO REMEDIATE THE PROBLEMS: THE PERIMETER OF THE AREAS OF BARE SOIL AND/OR REGRADE THE SOIL IF NECESSARY 10 REMOVE PERMEABLE PAVEMENT EROSIVE GULLIES THE GULLY, THEN PLANT GROUND COVER AND WATER UNTIL ESTABLISHED. A VEGETATED AREA DRAINS REGRADE THE AREA SO THAT IT DRAINS AWAY TOWARD THE PAVEMENT FROM THE PAVEMENT, THEN PLANT GROUND COVER AND WATER UNTIL ESTABLISHED. THE SURFACE OF THE TRASH/DEBRIS PRESENT REMOVE THE TRASH/DEBRIS PERMEABLE PAVEMENT WEEDS DO NOT PULL THE WEEDS (MAY PULL OUT MEDIA AS WELL). SPRAY THEM WITH A SYSTEMIC HERBICIDE SUCH AS GLYPHOSATE AND THEN RETURN WITHIN THE WEEK TO REMOVE THEM BY HAND. (ANOTHER OPTION IS TO POUR BOILING WATER ON THEM OR STEAM THEM.) SEDIMENT VACUUM SWEEP THE PAVEMENT. RUTTING, CRACKING OR SLUMPING: CONSULT AN APPROPRIATE PROFESSIONAL. OR DAMAGED STRUCTURE OBSERVATION WELL WATER PRESENT MORE THAN FIVE CONSULT AN APPROPRIATE PROFESSIONAL FOR CLOGGED DAYS AFTER A STORM EVENT SOIL SUBGRADE. EDUCATIONAL SIGN MISSING OR IS DAMAGED REPLACE THE SIGN. NO WETLANDS EXIST ONSITE ALL REAR ROOF DRAINAGE MUST BE DIRECTED VIA PIPING TO THE PERMEABLE PAVEMENT STRUCTURE PERMEABLE PAVEMENT SIGN TO BE LOCATED AT AN ENTRANCE TO THE PROJECT, LOCATION AT THE DISCREATION OF THE OWNER h0 MORE THAN 1000SF OF ROOF AREA MAY BE DIRECTED TO A SINGLE DOWNSPOUT WHICH DISCHARGES TO THE PERMEABLE PAVEMENT SURFACE REVISIONS: REVISIONS: No. BY DATE DESCRIPTION No. BY I DATE DESCRIPTION l GYT 10/22115CHANN L ELEVATIONS 7 GYT 11612020 PDATE CONSTRUCTION SET NI 2 GYT 1/28/16 'SW COMMENTS 8 3 GYT 3/29/I6 GRAVEL AT STORAGE 9 4 GYT 3/29/17 'MARINA INLET 10 5 GYT 2/19/19 THE CULLIPHER GROUP,PA II BEFORE YOU DIG! 6 GYT 10/18/I9 ' 20' UNITS 12 NC ONE CALL GRADING AND STORMWATER MANAGEMENT PLAN ( TOLL FREE) O nvPu:=A )m W�4B O M H Y ® MOREHEAD CITY TWSP., CARTERET COUNTY, NORTH CAROLINA OWNER: CRYSTAL HOLDINGS, LLC DESIGNED: C/O DOUG BRADY RDC/GYT ��i, (OR 1—800-632-4949) ADDRESS: 517 EAST FORT MACON RD. DRAWN: p,�NsCA/�0�i''o, IT'S THE LAW! ATLANTIC BEACH, NC 28512 RDC/GYT 'W�0 ** ,FessioZ � �o� CHECKED: PHONE: 252-241 —1 200 RDC APPROVED SEAL �� = . • 'a . 36970 THE CItTI[eLI PIS ER GROUP, P.A. G Y T 40 20 0 40 so %.FN �¢ .� /� •. G I NEB. • zl �� ENGINEERING & SURVEYING SERVICES DATE: pO�,C�R•...•�,p 151A HIGHWAY 24 8/25/15 ��t��ino�o�� MOREHEAD CITY, N.C. 28557 SCALE: 1 "- 40` — _ _� (252) 773-0090 LICENSE NO. C-4482 SCALE: NG BUR R, P. . D T]E 1 "= AO' SEED PER ------- - LOCATIONS TO BE DETERMINED SEEDING SCHEDULE. SEEDING SCHEDULE BY THE CONTRACTOR THIS SHEET - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -SILT FENCE. SEE - - - - - - - - - -- - - - - - - - - - - DETAIL SHEET 9 - - - - - - - - - - -f- CR SEED BED PREPARATION I0r L I ME ----------------------------- 2 TONS/AC 1 FROM SEPTEMBER 1 MARCH 1 USE UNSCAR I F I ED SER I CEA SEED . ............... _T_ -L- % ................... 2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE 10-10-10 ------------------------- 1,000 LBS/AC TO 30 LBS/AC 2 ------------ ----- - ---- - -- SURFACE ROUGHENING: IF RECENT TILLAGE OPERATIONS HAVE RESULTED t 4- - / 3. WHERE A NEAT APPEARANCE IS DESIERED, OMIT SERICEA AND -/ --, \,- - IN A LOOSE SURFACE, ADDITIONAL ROUGHENING MAY NOT BE REQUIRED ............. ........... DREDGE SPOIL INCREASE KOBE TO 40 LBS/AC. -- - - - - - - - - - -h EXCEPT TO BREAK UP LARGE CLODS. IF RAINFALL CAUSES THE SURFACE ............ ................. 4. ADD 10 LB/AC GERMAN MILLET ............... BETWEEN APRIL 15 AND AUGUST 15, TO BECOME SEALED OR CRUSTED, LOOSEN IT JUST PRIOR TO SEEDING BY ............ . .. .................... ........... ADD ........... ............ ... . ......................... .. . OR 15 LB/AC SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG 15, ........ ......... DISKING, RAKING OR HARROWING. GROOVE OR FURROW SLOPES STEEPER ............ . . .. .. .... .... 25 LB/AC RYE (GRAIN). ................................ 00 THAN 3:1 ON THE CONTOUR BEFORE SEEDING. 7- �bP-osta -MAR I NA -7 PERMANENT SEEDING MIXTURE (SWALES & DITCHES) TEMPORARY SEEDING MIXTURE _r -- _N H -i9 9 A D18 a COMMON BERMUDAGRASS -------------- 80 LBS/AC (DECEMBER 1 -APRIL 15) DREDGE SPOIL PILE/STOCKPILE ---------------------- L --- RYE (GRAIN) 120 LBS/AC SCALE: NOT TO SCALE KOBE LESPEDEZA (SCARIFIED) --- 50 LBS/AC MULCHING (OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT STRAW(WHEAT, OATS, BARLEY,RYE) ----- 1-2 TONS/AC (AFTER SEEDING) (STRAW QUALITY SHALL BE DRY, UNCHOPPED & UNWEATHERED) TO EXTEND BEYOND JUNE) -------------------- 200 GAL L ASPHALT TACK F MU ./TON 0 CH (APRIL 15 -AUGUST 15) T GERMAN MILLET --------------- 40 LBS/AC 1. APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING,OR ------- 7 A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED DECEMBER 30) 0 LEGEND (AUGUST 15 AS A MULCH ANCHORING TOOL. INV I NVERT AC - ACRE if RYE (GRAIN) ---------------------- 25 LBS/AC ABC - AGGREGATE BASE is - JUNCTION BOX 2. A CHANNEL LINING MATERIAL (SEE DETAIL BELOW) SHALL COVER THE BOTTOM OF - LINEAR FEET (IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYON JUNE 15, 7"m COURSE LF BLDG BUILDING MAX - MAXIMUM SWALES & DITCHES. THE LINING SHALL EXTEND ABOVE THE HIGHEST DEPTH OF FLOW BRG BEARING MBL MINIMUM BUILDING LINE OVERSEED WITH 50LB/AC KOBE.) WITHIN GIVEN CHANNEL. ON CHANNEL SIDE SLOPES ABOVE THIS HEIGHT APPLY STRAW 1wil CF CUBIC FEET MH MANHOLE mq CL CENTERLINE MIN MINIMUM + + AS PREVIOUSLY INSTRUCTED. IL/ 4, + + + + ICPP CORRUGATED PLASTIC N/F - NOW OR FORMERLY PIPE NTS - NOT TO SCALE 14, PERMANENT SEEDING MIXTURE MAINTENANCE 71,11 k ---------------------- 60 LBS/AC TALL FESCUE P/C PERVIOUS CONCRETE DB DRAIN BASIN D.C. ON CENTER IN THE SECOND YEAR IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE DR DRIVE PENSACOLA BAHIAGRASS ------------- 50 LBS/AC -10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED WITH 500 LB/AC 10 D I - DROP INLET PED PEDESTAL SERICEA LESPEDEZA ---------------- 30 LBS/AC R RADIUS FROM THE MIXTURE. RESEED, FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY. 7'� DIP - DUCTILE IRON PIPE ------------------- 1 0 LBS/AC 7-"A- + _�V�G' EL ELEVATION RCP REINFORCED CONCRETE PIPE KOBE LESPEDEZA 0 �7 F Ff 9 - 2 5 /X FE 8\ FF FEI 8, 82 -r r- k AM n M A r) V FF9� 25 4 1m /# - - - - - - - - - - - - - - tt �y ttI A Kin n ISTURBANCE Ir- F 9 0 LI 1ITS 11-2AC -44.. 000, 7� p N\ JF 0 U L/ A I li I F 9,,O - - - B E ISIN E lot C) 7.0 P O�RAR Y DE\P,TH -7. 9 NAVD-8,8// F F/-1 0 zp /< -UR I NG, UPLAND' /8ERM <</ _D T . ..... S w 0/� 15 �!y PROPOSED MARI k, DEPTH -7.9 NAVD88 rE 'v L FF9, 0 4 -t r - -t'l �h\ 0 I 1 14 - - I z IIA _T Iv I -1 - t -I- 4- It - -\7%. ) - I i 7=77 IIIIIIIIIIIIE 7 I........... ........... ....... f XN. \FILL EX -F - 'C'A 144 B U F F E R-= 30' ISTING BASIN y/o fNFILTRATION D I STL�R 7 ------------ tND/ L IL FF I 7-- F 1 25 M b'TS 1 1 \A \C 8 c .......... ",\ - - - - - - - 30 CAMA BUFFER T S W 1 0� 1 \0 FE 0- 0 55 VO� I F Y + + F F 1 0, FF 1 0, 0 F'S 7 5 7 I 5' AEC- - T7S;-��4-9 - - - - - - - - 5 A E C z7 % F-E 9, < <3 t,_32 RE '9 82-,--- >5� + + 9 J D FE8� 18 tr ................. . .. . . .. ...... .......... ........ ................ . . ...... -IF L + + . .. .. ....... 0 3 3' .............. . . .............. .... . ...... ............... ............ F 2 .............. TEMPOVARY ........... . ........ .. At .............. ..... .... ... . ....... � t 1: > ............. SILT FNENCE ENSURE ACCEPTABLE CONDITIONS FOR CONSTRUCTION BEGIN CONSTRUCTION ON PERMEABLE PAVEMENT UNTIL ACCEPTABLE CONDITIONS ARE PRESENT. PLACE OBSERVATION WELLS PLACE THE OBSERVATION WELLS ACCORDING TO THE DESIGN PLANS AND VERIFY THAT THE ELEVATIONS 00 NOT THIS INCLUDES THE FOLLOWING ITEMS: ARE CORRECT. 1. PERVIOUS SURFACES ARE GRADED SO THAT THEY DO NOT DISCHARGE TO THE PERMEABLE PAVEMENT, EXCEPT FOR INSTANCES WHEN THIS IS UNAVOIDABLE- SUCH AS REDEVELOPMENT PROJECTS. PLACE AND COMPACT AGGREGATE BASE INSPECT ALL AGGREGATES TO INSURE THEY ARE CLEAN4 FREE OF FINES AND CONFORM TO THE PLANS 2. IMPERVIOUS AREAS THAT WILL DRAIN TO THE PERMEABLE PAVEMENT ARE COMPLETED. TO THE PERMEABLE PAVEMENT ARE STABILIZED WITH VEGETATION, AND SPECIFICATIONS. IF AGGREGATES DELIVERED TO THE SITE CANNOT BE IMMEDIATELY PLACED INTO 3. AREAS OF THE SITE ADJACENT MULCH, STRAW. SEED, SOD. FIBER BLANKETS OR OTHER APPROPRIATE COVER IN ORDER TO PREVENT THE EXCAVATION. THEY SHOULD BE STOCKPILED ON AN IMPERVIOUS SURFACE, GEOTEXTILE, OR ON AN EROSION AND POSSIBLE CONTAMINATION WITH SEDIMENTS. IMPERVIOUS MATERIAL TO KEEP THE AGGREGATE FREE OF SEDIMENT. IF AGGREGATE BECOMES 4. CONSTRUCTION ACCESS TO OTHER PORTIONS OF THE SITE IS ESTABLISHED SO THAT NO CONTAMINATED WITH SEDIMENT, THEN IT SHALL BE REPLACED WITH CLEAN MATERIALS. BEFORE CONSTRUCTION TRAFFIC PASSES THROUGH THE PERMEABLE PAVEMENT SITE DURING INSTALLATION. PLACING THE AGGREGATE BASE. REMOVE ANY ACCUMULATION OF SEDIMENTS ON THE FINISHED SOIL INSTALL BARRIERS OR FENCES AS NEEDED. SUBGRADE. USE LIGHT, TRACKED EQUIPMENT. IF THE EXCAVATED SUBGRADE SURFACE IS SUBJECTED 5. THE FORECAST CALLS FOR A WINDOW OF DRY WEATHER TO PREVENT EXCESS COMPACTION OR TO RAINFALL BEFORE PLACEMENT OF THE AGGREGATE BASE. THE RESULTING SURFACE CRUST MUST BE SMEARING OF THE SOIL SUBGRADE WHILE IT IS EXPOSED. EXCAVATED TO AT LEAST AN ADDITIONAL 2 IN. DEPTH, RAKED OR SCARIFIED TO BREAK UP THE CRUST. FOR SITES WITH AN IMPERMEABLE LINER OR GEOTEXTILES. REMOVE ANY ACCUMULATED EXCAVATE THE PAVEMENT AREA AND PREPARE SUBGRADE SURFACE SEDIMENTS AND CHECK PLACEMENT. SLOPES AND ELEVATIONS SHALL BE CHECKED ON THE SOIL CLEAR AND EXCAVATE THE AREA FOR PAVEMENT AND BASE COURSES WHILE PROTECTING AND SUBGRADE AND THE FINISHED ELEVATION OF BASE (AFTER COMPACTION) OR BEDDING MATERIALS TO MAINTAINING SUBGRADE INFILTRATION RATES USING FOLLOWING THESE STEPS: ASSURE THEY CONFORM TO THE PLANS AND SPECIFICATIONS. ALL AGGREGATE SHALL BE SPREAD (NOT 1. EXCAVATE IN DRY SUBGRADE CONDITIONS AND AVOID EXCAVATING IMMEDIATELY AFTER STORMS DUMPED) BY A FRONT-END LOADER OR FROM DUMP TRUCKS DEPOSITING FROM NEAR THE EDGE OF THE WITHOUT A SUFFICIENT DRYING PERIOD. EXCAVATED AREA OR RESTING DIRECTLY ON DEPOSITED AGGREGATE PILES. 2. 00 NOT ALLOW EQUIPMENT TO CROSS THE PAVEMENT AREA AFTER EXCAVATION HAS BEGUN. 3. OPERATE EXCAVATION EQUIPMENT FROM OUTSIDE THE PAVEMENT AREA OR FROM UNEXCAVATED INSTALL CURB RESTRAINTS AND PAVEMENT BARRIERS PORTIONS OF THE AREA USING AN EXCAVATION STAGING PLAN. EDGE RESTRAINTS AND BARRIERS BETWEEN PERMEABLE AND IMPERVIOUS PAVEMENT SHALL BE 4. USE EQUIPMENT WITH TRACKS RATHER THAN TIRES TO MINIMIZE SOIL COMPACTiON WHEN INSTALLED PER DESIGN. BEFORE MOVING ON TO CONSTRUCTION STEP 9. BE CERTAIN THAT THE DESIGN EQUIPMENT ON THE SUBGRADE SURFACE IS UNAVOIDABLE. AND INSTALLATION ARE CONSISTENT. 5. DIG THE FINAL 9 TO 12 IN. BY USING THE TEETH OF THE EXCAVATOR BUCKET TO LOOSEN SOIL AND DO NOT SMEAR THE SUBGRADE SOIL SURFACE. FINAL GRADING OR SMOOTHING OF THE SUBGRADE, INSTALL BEDDING AND PAVEMENT COURSES THE BEDDING AND PAVEMENT COURSE INSTALLATION PROCEDURES DEPEND ON THE PERMEABLE PAVEMENT SHOULD BE DONE BY HAND IF POSSIBLE. MINIMIZE THE TIME BETWEEN EXCAVATION AND PLACEMENT OF THE AGGREGATE. SURFACE. IT IS IMPORTANT TO FOLLOW THE SPECIFICATIONS AND MANUFACTURER$32S INSTALLATION 6. 7. AFTER VERIFYING THE SUBGRADE SLOPE, SCARIFY, RIP OR TRENCH THE SOIL SUBGRADE SURFACE INSTRUCTIONS. FOR PICP. A 4 IN. THICK CHOKER COURSE OVER THE BASE TRANSITIONS TO A 2 IN. OF INFILTRATING PAVEMENT SYSTEMS TO MAINTAIN THE SOIL$32S PREDISTURBANCE INFILTRATION THICK BEDDING LAYER THAT PROVIDES A SMOOTH SURFACE FOR THE PAVERS. THE BEDDING COURSE RATE. THESE TREATMENTS MUST OCCUR WHILE THE SOIL IS DRY. SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER OR INDUSTRY GUIDE SPECIFICATIONS. TEST THE SUBGRADE SOIL INFILTRATION RATE RATE IMMEDIATELY AFTER PROTECT THE PAVEMENT THROUGH PROJECT COMPLETION IF IS PREFERABLE TO HAVE THE PERMEABLE PAVEMENT INSTALLED AT THE END OF THE SITE CONDUCT A DIRECT MEASUREMENT OF THE SO10132S INFILTRATION CONSTRUCTION TIMELINE. IF THAT IS NOT POSSIBLE. PROTECT THE PERMEABLE PAVEMENT UNTIL EXCAVATION AND BEFORE THE AGGREGATE IS PLACED. INFILTRATION RATE TESTING SHALL BE CONDUCTED BY AN PROJECT COMPLETION. THIS SHALL BE DONE BY: APPROPRIATELY-OLIALIFIED PROFESSIONAL. THE RESULTS OF THE TESTING SHALL BE GIVEN TO THE 1. ROUTE CONSTRUCTION ACCESS THROUGH OTHER PORTIONS OF THE SITE SO THAT NO CONSTRUCTION DESIGNER OF RECORD FOR REVIEW TO VERIFY THE DESIGN. TRAFFIC PASSES THROUGH THE PERMEABLE PAVEMENT SITE. INSTALL BARRIERS OR FENCES AS NEEDED. 2. IF THIS IS NOT POSSIBLE, PROTECT THE PAVEMENT PER THE CONSTRUCTION DOCUMENTS. PLACE GEOTEXTILES AND GEOMEMBRANE PROTECTION TECHNIQUES THAT MAY BE SPECIFIED INCLUDE MATS4 PLASTIC SHEETING, BARRIERS TO IF USING GEOTEXTILES OR GEOMEMBRANES* THEW -FOLLOW THE MANUFACTURER$32S RECOMMENDATIONS SO LIMIT ACCESS, OR MOVING THE STABILIZED CONSTRUCTION ENTRANCE FOR THE APPROPRIATE OVERLAP BETWEEN ROLLS OF MATERIAL. SECURE GEOTEXTILE OR GEOMEMBRANE 3. SCHEDULE STREET SWEEPING DURING AND AFTER CONSTRUCTION TO PREVENT SEDIMENT FROM SO THAT IT WILL NOT MOVE OR WRINKLE WHEN PLACING AGGREGATE. ACCUMULATING ON THE PAVEMENT. SHEET 5 OF 9 PROJECT # PM 1 070-4 DESIGN FILE: PM1070-4/PM1070-4 CONSTRUCTION.dgn \.Of %_#1 1 N %-) I I I %_j %..j I I %-/ I 14 %_,; I- \_x %-.# L_ I -4 L_ 1. REMOVE AND/OR RELOCATE EXISTING OBSTRUCTIONS. 2. INSTALL STONE CONSTRUCTION ENTRANCE(S). 3. INSTALL SILT FENCING AT SPECIFIED LOCATIONS. BEGIN MARINA EXCAVATION & STOCKPILE AT LOCATIONS TO BE DETERMINED BY CONTRACTOR AND OR HAUL TO A PERMITTED SITE. LEAVE PLUG TO OPEN WATER IN PLACE DURING CONSTRUCTION. 4. ROUGH GRADE SITE. 5. INSTALL WATER & SEWER UTILITIES AND ANY OTHER UTILITIES/CONDUITS. 6. INSTALL ROOF DRAINAGE PIPING WITHIN PERVIOUS PAVEMENT FOOTPRINT TO TIE IN THE REAR BUILDING ROOF DRAINAGE. 7. FINE GRADE AREAS OTHER THAN PICP LOCATIONS ENSURING PERVIOUS AREAS DRAIN AWAY FROM PICP SURFACES. SITE AREA DESCRIPTION STABILIZATION TIME FRAME EXCEPTIONS PERIMETER DIKES, SWALES, DITCHES AND SLOPES 7 DAYS NONE HIGH OUALITY WATER ZONES 7 DAYS NONE SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED. SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS 7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH. ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HOW ZONES. 8. GRADE AND MAINTAIN 0.5% SLOPE AT PERVIOUS PAVEMENT SUBGRADE LOCATIONS BY EITHER TERRACING OR CONSTRUCTING A PERMANENT BARRIER AT TERRACES. 9. CONSTRUCT THE AGGREGATE SUBBASE AND BASE AND PROTECT THE SURFACE OF THE BASE AGGREGATE WITH PERMEABLE GEOTEXTILE AND AN ADDITIONAL 2 INCHES THICK LAYER OF THE SAME BASE AGGREGATE OVER THE GEOTEXTILE IN ARE AS OF CONSTRUCTION TRAFFIC. INSTALL OBSERVATION WELLS AS INDICATED ON DRAWING ORIGINAL PLANS PREPARED AND AND PROVIDE PROTECTION DURING CONSTRUCTION. INSTALL CONCRETE EDGE RESTRAINTS. DESIGNED BY GINGER Y. 10. BEGIN BUILDING CONSTRUCTION. TURNER, PE OF STROUD 11. SEED AND MULCH ALL AREAS OF DISTURBANCE NOT TO BE PAVED WITHIN 7 DAYS OF LAND DISTURBANCE. ENGINEERING PA, GREENVILLE, NC 12. CLEAN SEDIMENT FROM UPLAND MARINA BASIN AND REMOVE LAND PLUG TO OPEN WATER. 13. ONCE CONSTRUCTION TRAFFIC HAS CEASED AND ADAJACENT SOILS ARE VEGETATED REMOVE THE GEOTEXTILE AND SOILED AGGREGATE AND INSTALL THE REMAINDER OF THE PICP SYSTEM PER THE PLANS. IF ADDITIONAL CONSTRUCTION TRAFFIC USES THE INSTALLED PICP SYSTEM, SURFACE MUST BE PROTECTED WITH A WOVEN GEOTEXTILE AND MINIMUM 2 INCHES OF ASTM NO.8 OPEN -GRADED AGGREGATE LAYER. THE AREA PROTECTED UPON COMPLETTION SHALL BE VACUUMED WITH A MACHINE CAPABLE OF REMOVING ONE INCH OF STONE FROM THE JOINTS OR UNTIL NC TRACES OF SEDIMENT IS PRESENT. FILL THE JOINTS AGAIN WITH CLEAN STONES AND \.\ CAfjo %, SWEEP PICP SURFACE CLEAN. PAVEMENT SHOULD BE TESTED TO VERIFY INFILTRATION RATES. 0*0000000 S S / 0 0 14. REMOVE STONE CONTAM I NATED CONSTRUCT I ON ENTRANCE (S) AND CONSTRUCT SUBBASE AND AGGREGATE BASE FOR P I CP SYSTEM AS NOTED I N (9. AND 13. ABOVE (), % 10 15. PERFORM FINAL GRADING, SEED AND MULCH ALL REMAINING DISTURBED AREAS THAT HAVE NOT BEEN PREVIOUSLY STABILIZED SEAL 16. REMOVE SILT FENCE. 36970 40 20 0 SCALE: 1 "= 40' 40 1 80 a ot/v(3 0/1 I N� �- n� Y. GING BE�URE YOU DIG! NC ONE CALL (TOLL FREE) 0 (OR 1-800-6-12-4949) IT/S THE LAW' REV I S I ONS: No. I BY I DATE DESCRIPTION GY 1128116 SW COMMENTS 2 GYT 3129117 MARINA INLET 3 GYT 2119119 THE CULLIPHER GROUPPA 4 GYT 10118119 20'UNITS 5 GYT 116120,901UPDATE CONSTRUCTION SE EROSION CONTROL PLAN AD E YA B MOREHEAD CITY TWSP., CARTERET COUNTY, NORTH CAROLINA OWNER: CRYSTAL HOLDINGS9 LLC DESIGNED: C/O DOUG BRADY RDC/GYT DRAWN: ADDRESS: 517 EAST FORT MACON RD. . RDC/GYT ATLANTIC BEACH9 NC 28512 CHECKED: PHONE: 252 -241 -1 200 RDC APPROVED: THE CULLIPHER GROUP, P.A. GYT ENGINEERING & SURVEYING SERVICES DATE: 151A HIGHWAY 24 8/25/15 MOREHEAD CITY, N.C. 28557 (252) 773-0090 LICENSE NO. C-4482 SCALE: 1 //= 40 • RESULTANT THRUST AT FITTING TYPES OF THRUST BLOCKING AT 150 P.S.I. WATER PRESSURE 23.6"' ALL HANDIVAN TYP. N0. 78 AGGREGATE ARE VAN ACCESSIBLE Aclaultu [N OPENINGS THICKEFORPVEHICULAR•TRAF,1C 3000PSI 12 x 12 CONCRETE EDGE RESTRAINT 2.0"At' i (SEE NOTE 1) SET 3" ABOVE TOP OF PAVERS WITH 2- E�ERYE TOP EL 8-9.$5 I • LONGITUDINAL BARS AND CONTROL JOINTS @ 10 -0 O.C. PARKING v (R7-8a) -� c V c v c V e V s FINISH GRADE GRASS CELL INFILL MIX, 1.2 THICK WASHED N0. 78 301-TOPSOIL, 70/.-78M AGGREGATE �"' °O° 00 ° cU OOoO° ° 3° AGGREGATE BEDDING COURSEICO 4" DOWNSPOUT FOR Z-f7n i lua � = or . O o Q% '• " `' ` PERMEABLE GEOTEXTILE 0 °QO o°° O o 8po 0 0° 000 0 ; ;; :;;;: _.::r?,: ROOF ORA I NAGE _- o ° 00 0 0°0° o ° �° o° �� 4" THICK WASHED N0. 57 STONE TOP EL 7.5-10 ! t ` f I= z I- $a O moo° ° o o ° a OPEN-GRADED BASE - �uut '"° 8 ° ° ° -- R 7 -8D nNAt rrF-" O O O O O 12 WtDE GEOTEXTILE ALONG PER [METER. $ALO w z o o� O O oaQ T P T T V RN A N R U U COCEEE R ° O O O o DGE & EX.CUB 2.0" ACF GRASS CELL o "a OO o0 OVERFLOW O t00 NOT COVER ENTIRE T P F A)a0 00 0 B SE00 00° 00> O o o TH H o O 8 ICK WAS ED NO 3 T A O O S ONE SUBS SEOOo°° o ° ° ° OOo°O°o BOTTOM EL VARIES OOt� t..Y..,Q�* O�Ott�� ,� o SUBBASE EXTENDS BEYOND RESTRAINTL. i R T PROV E WO K[NG P TF M F R 0 I D LA OR 0 , .. CRUSHE.b. CLEAN, WASHEd STONE `GRADDE TOTAL POUNDS NORMAL PIPE DI A DEAD END I 90• BEND 45• BEND I 22 1/21 BEND 11 1/4• BEND 4" 2.TOO 3.800 2+100 1 1.100 530 6" 5.600 8.000 4.300 1 2.200 t.tOO 8" 9.700 13.600 7.400 3.600 1.900 10" 14.500 20+500 1t.100 S.T00 2.800 12" 20.500 29.000 15.700 8.000 4.000 14" 27.600 39.000 21.100 11.000 5.400 16" 35.700 50.400 27.300 14.000 7.000 18" 44.800 63.400 34.400 17.500 8.800 20" 55.000 77.800 42.100 21.500 10.800 24" 78.500 t11.000 60.000 31.600 15.400 30" 120.800 t70.600 98.300 47.100 23.600 36" 172.800 274.400 132.300 67.500 33.900. 42" 233,300 330+000 178.600 91.000 45.700 49" 304.000 430,000 232.700 118.600 59.800 54" 384,100 543.200 294.000 149.000 1 75.300 PVC PLUG SCALE: NOT TO SCALE 2 \\\�\ WIRE FENCE STEEL POST FILTER FABRIC 14 WATER PIPE TRENCH DETAIL BACKFILL TRENCH 9 M ANO COMPACT OUTSIDE PAVED AREA PVC WA R PIPE TAPPED PVC CAP a VALVECBOXDJUSTABLE THOROUGHLY PVC PIPE DIP WA ER PIPE PVC P[PE m �� NATURAL \/\� v i \� PLASTIC OR .....:: o ° o p ° GROUND co �/////j//j/ //j//,; j�/� N i i WIRE TIES '1-1 T ' -I °O ° J/ pE METALLIC TRACING TAPE z \ \ \ \\\\\\\ \\ \ \ \ \ UpSLO 1 ABOVE ALL I \ o �-''�' PVC WATER MA 1 N I. \ . \/ M ° 2' -8 PVC P 1 PE 2 BR SS \ \ °o O ° ° ° `' ° 8 "MIN J ~ i\\/\\\\ \/ \ \\%%\%\' \ \ '\ \\ 24 0 0 . /\/\/\/ /\ \/\ \/\/\ \/� 00 \ PVC SEWER PIPE \/\/\/\ \/ /\ / \/\/\, }� �V °° O ° SELECT BACKFILL ( SAND -FILL) COMPACTED D[P SEWER PIPE //\//\// // / //\ /, /�\/\//�/, /i / \��\ O Oo° .+[ TO 97% MODIFIED PROCTOR 10 EACH SIDE 2" BRASS NIPPLE CONCRETE BLOCKING - ° ° -° OF CROSSING N IN AREA TO BE PAVED ;',_'''' t t:• \ , / FOR 4" � LARGER MAIN GATE VALVE z / " 2" 'BRASS 7 \ / COUPLING SCALE: NOT TO SCALE cRoss SECTION M - - WATER OVER SEWER WATER OVER SEWER VIEW � � / / SELECT BACKFILL COMPACTED +, TO 95�. MODIFIED PROCTOR- GREATER THAN 1831 LESS THAN 1811 g TYPICAL PERMANENT BLOW OFF 5y y y / USE HAND OPERATED EQUIPMENT O��p-� , ` ro ONLY. SCALE: NOT TO SCALE 2�-6�� FINISH GRADE �p INSTALLATION NOTES: 11 � / 19 1. Up 1. THE BASE OF BOTH END POSTS SHOULD SE AT LEAST ONE FOOT HIGHER THAN THE M[DOLE OF THE FENCE• Q CROSSING DETAILS 11 •• CHECK W[TH A LEVEL [F NECESSARY. F[N[SH GRADE US O 2. INSTALL POSTS 4 FEET APART IN CRITICAL AREAS AND 6 FEET APART ON STANDARD APPLICATIONS• .'/ ,' Sy 3. INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM S[DE OF THE S[LT FENCE. AND AS CLOSE AS POSSIBLE • ..: 5' h / TRENCH BOTTOM SHALL CONSIST ` PRECAST 6" THICK NEW CAST IRON y M N TO THE FABRIC.•ENABLING POSTS TO SUPPORT THE FABRIC FROM UPSTREAM WATER PRESSURE. OF FIRM. STABLE MATERIAL &SHALL " " TEL C PING fi HALL (DAY MODEL #51R3648 "' CIRCULAR CONCRETE S5 pp AC 4. INSTALL POSTS W[TH THE NIPPLES FACING AWAY FROM THE S[LT FABRIC. PIPE 0[A. + 16 PROVIDE UNIFORM SUPPORT BROOM FINISH VALE 60X ASSEMBLY 5. ATTACH THE FABRIC TO EACH POST WITH THREE TIES. ALL SPACED WITHIN THE TOP 8 INCHES OF THE THROUGHOUT LENGTH OF PIPE. 8 EDGE TOt)L HATCH CAST 1N TOP w/ COLLAR/PAD FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC. WITH EACH PUNCTURE AT LEAST LOCKABLE HASP (3000 PSI) 1 INCH VERTICALLY APART. ALSO. EACH TtE SHOULD BE POSITIONED TO HANG ON A POST NIPPLE WHEN IF NOTES: `� SEE PLAN FORVSIZE TIGHTENED TO PREVENT SAGGING. w 6. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS ANO SECURE W[ TH 3 TIES. MAINTAIN 3' OF COVER OVER PIPE OR USE DUCTILE IRON PIPE a VALVE SOX 7. NO MORE THAN 24 INCHES OF A 36 [NCH FABRIC IS ALLOWEQ A80VE GROUND LEVEL. SCALE: NOT TO SCALE 1. CONTRACTOR SHALL SUBMIT MATERIALS TO > OEWEY SROS. EXISTING 8. THE INSTALLATION SHOULD BE CHECKED ANO CORRECTED FOR ANY DEVIATIONS BEFORE COMPACTION. CONCRETE:4000 PSI BE USED FOR APPROVAL TO THE TOWN PRIOR = VBX-TE-100 OR EQUAL WATER 9• COMPACTION [S VITALLY IMPORTANT FOR EFFECTIVE RESULTS. COMPACT THE SOIL IMMEDIATELY NEXT TO WATER PIPE TRENCH DETAIL REINFORCING:H-20 LOADING I- MAIN THE SILT FENCE FABRIC WITH THE FRONT WHEEL OF THE TRACTOR. SK[0 STEER. OR ROLLER EXERTING AT 15 TO WORK BEING DONE. o- SCALEo NOT TO SCALE LEAST 60 POUNDS PER SQUARE INCH. COMPACT THE UPSTREAM SIDE FIRST. AND THEN EACH S[DE TWICE 9 AREA TO B E PAVED 1" BUTYL RUBBER 2. WATER METER VAULT SHALL HAVE 3"DUCTILE w 11 0 FOR A TOTAL OF 4 TRIPS. SEALANT IRON CLASS 50 PIPING THROUGHOUT METER TAPPING ut c VAULT AS PER TOWN STANDARDS. SLEEVE PVC WATER MAIN 3 HANDICAP CURB RAMP 4' MIN SILT FENCE I REQUIRED. NEw GATE VALVE SEE PLAN. 3. PIPING SHALL BE SUPPORTED BY BLOCKS AS SIZE MAY VARY. 9 I 4. VAULT TO BE LOCATED [N AN AREA WITH NQ VEHICLE TRAFFIC. HALLIDAY L[D TO BE ABOVE NOTE: AREA SH BE GRADE AND SURROUNDING ALL WATERLINE BACKSIDE TAPPING OF EXISTING MAIN SHALL BE APPROVED - . . ... -A-- _-El .��, 12" x 12" x 3" DEEP GRADED AWAY FROM L[D. SUMP HOLE 5. ALL WORK ACCORDING TO TOWN AND STATE BY THE ENGINEER PRIOR TO INSTALLATION OF TAP. ( --. ____- . T __ - . . .. . BACKFILL WITH SAND FROM STANDARDS W[TH INSPECTIONS PRIOR TO SCALE: NOT TO SCALE LOCKABLE CAP FLUSH TRENCH EXCAVATION. COMPACT _ _ T N V W BACKFILLING OVER PIPING. _ SI:C I0 IE WITH SURFACE TO 95% MOD[FIEQ PROCTOR , 6. MARNTA N MINIMUM OF 3 OF COVER OVER 1 @NEWATEVALVE 2TOP OF SILT FENCE / / / / / / /\/ [F UNDER PAVEMENT OR WITHIN6& I �),_8w2,00L,�)90 9/. . ". ... t_- .. . -.-. - � .-- .` --. \ \ \ \\ \\ \\ \ \ WATER SERVICE AT ROAD CROSSING AND MINIMUM TAPPING DETA1 \/ \%\/\/\//\//\\/ 10 FEET OF ANY PAVEMENT 9 PERMEABLE PAVEMENT \// /\//\//\//\/\/ OR OTHER FOUNDATIONS PRECAST OF 18" COVER WITHIN ANY DITCHES. VALVE BOX DETAIL ABOVE THE TOP OF V) \/\\ \\/\\/\\/\\/\\/ VAULT ° O ° THE WASHED STONE. '� //\//\\//\\//\\//\\(/\\// SLOPE WALLS TO ANGLE OF )00 O o°oQO C a/\//\//\//\//\/ REPOSE OF SOIL OR PROVIDE R �.-.. -..,... . f.. . . � ° ° > \ \ \ \ \ \ SHORING. HALLIDAY S1R3648 �� \/\/\/\/\/ ACCESS D00 W/ �g //\//\//\//\ \ 3" COMPOUND LOCKING POST CAST 51 cC \/\/\/\/\ T IN TOP 4" WATTS RPZ SERIES ABOVE GROUND 1 NSULATED �°° °p - O \\/\\/\\/\\/ METER t NEP UNE ) .•..•• .A'.- ......-. .. • . CHAMFERED RIGID 4 -6 OtA / / / BACKFILL USING MATERIAL READING GALLONS 957 OR APPROVED EQUAL &HEATED HOTBOX EDGE �o�°� °o ° PERFORATED PVC PIPE \��\/�\ FROM TRENCH EXCAVATION (ABOVE GRADE 8 ENCLOSED r_ [ -Z. O ° N / / / AND COMPACT TO 9Q7. IN AN INSULATED 8 WATTS 8" SERIES 957RPDA <, D o D D D D „o8 0S \\/\\/\\/\ MODIFIED PROCTOR. 3"GATE - ,; - HEATED HOT BOX) _ REDUCED PRESSURE ZONE ASSEMBLY 4,° ° 4 SLOPE VARIES 8� 3 DI P1 ING o • ' �oQO oo NOTES: VALVE _ o BURY WIRE FENCE. 1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET [S COVERED. N0. 57 STONE BEDDING FROM - _ 0 0 o FILTER FABRIC. „ _ _ „ Ii� D o 00 ^0o^ PERMEABLE 2. REPLACE STONE AS NEEDED TO ENSURE DEWATER[NG. ANO HARDWARE M[N[MUM OF 6 BELOW P[PE TO 12 MINIMUM PAVEMENT 4 -6 INTO CLOTH [N TRENCH. z TOP OF PIPE. REFER TO ° g °� SUBGRADE %� "' LOCAL CODES STEEL POST SET 1E---�I O ® ®........... TO PROJECT . . • MAX 2' APART MI „ -. u, ` , ° wATTs 2" SERIES 909 RPZ TO BE ® ...... ..... OUTLET FRONT VIEW r INTO SOLID GROUND PIPE O I A. + 24 i 3 GATE / „ SUBGRADE 3`x 3"TEE 3X4 ENLARGER ��/�x - P </xx ONSTHELWESONSIDEwOFETHEINE PROPOSEDLOCATED - -- -\/\\x < /� / I BY 'BUR �\/\\>\ CLUBHOUSE PROV 1 D ! NG PROTECT [ ON /\//\ NACTU ( FROM THE MARINA SLIP HOSE B I BBS. STEEL POST I 8,6., 3" METER (GALLONS). NEPTUNE E-CODE METER WITH MTUs. 9,6„ PROGRAMMED FOR THE TOWN OF MOREHEAD CITY $„ FROM WATER JP WOVEN W[RE FABRIC SCALE: NOT TO SCALE FEMA N SUPPLY HARDWARE CLOTH 16 SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE EWER PIPE TRENCH 20 SCALE: NOT TO SCALE 00 9 4 5 9 METER VAULT DETAIL TYPICAL SIDEWALK SECTION OBSERVATION WELL FILTER OF #57 0�,0 g 9 WASHED STONE c 28 REDUCED PRESSURE DETECTOR ASSEMBLY ° T IN 9 . .1% oBgO` �o° STANDARD BRASS 2-'12' MALE N.S.T. • tioo��oo°O°0000000 3' FILTER FABRIC 3"STAINLESS STEEL i 2-1/2" ANGLE VALVE FIRE HOSE CONNECTION WITH 2-1�2' 000 ° ooc-b- oo APRON ON GROUND MANHOLE VENT WITH HANDWHEEL X 1-1,2' REDUCING ADAPTOR W 1 TH N0. BY DATE DESCRIPTION 24 °oo °o0000°8 o°O moo HORIZONTAL BURIED ! MH RING 8 COVER SHALL SECTION SHOULD RISE BE WATERTIGHT WITHOUT 1-��2'fEMALE CAP AND CHAIN 6'_ . 6" TO 90 DEG. ELL 24 141 ABOVE THE USE OF BOLTS t SEE PLAN FOR LOCATIONS) J FLOOD -ZONE EL ,,,tQl,,,� l GYT l/28/l6 SW COMMENTS BURY 6" UPPER EDGE w 1 ' _6" 2-1 /2" BRASS P [PE �--N CA/•? *, 2 GYT 3/l6/l6 PWS COMMENTS FINISHED GRADE �� '�`` O PERMEABLE PAVEMENT BURY WIRE FENCE AND 4"� OF FILTER FABRIC N TOP OF PAVEMENT BRASS BASE TO PROVIDE R1GI0 ,ate ssssss•ss �/ 3 GYT 11/9/16 MHC COMMENTS HARDWARE CLOTH I APRON IN TRENCH MOUNTING FOR STANDPIPE AND �� •s F S SRO ss i 0 0 0 0 • , o R N THRUST RESTRAINT �' sQ�� ti-F * : 4 GYT 3/29/I7 STANDPIPE &FDC CC rr 77�� `77 o ° ° o 6 6 6 6 o SC EE ED z 24" NOTES: ��rA�W,-, YAW � � �s i a PE TO BRASS ADAPTOR 2 SEAL ;. I . I M 5 GYT 2/l9/l9 THE CULLIPHER GROUP,PA NOTE: LOCATION OF SIGN To BE OUTLET SECTION VIEW -' ADJACENT TO PERMEABLE PAVEMENT N M ." 1.) THE DISTANCE FROM THE s 36970 • -- • I)tiTE 6 GYT 10/I8/19 WATER SERVICE AND PLACEMENT BY OWNER ANO/OR g g g g TOP OF M.H. RING AND i- 6 " PE PIPE TO .._ 2 -1 /2 " 90° BEND s �ss� I NG j TURNER, P. 7 GYT 11612020 UPDATE CONSTRUCTION DWGS ARCHITECT. m SCALE: NOT TO SCALE r� • COVER AND FIN[SHEQ ECCENTR E C CONE z GRADE MAY VARY WIDELY. INLET STANDPIPE ��//� •�NG I N��ss��IO SECT ION 2.) SLOPE I NVERTS AT SEWER 6 X2 1 /2 REDUCER �,,,,, G1�ssssssw ,,,� D c A T ACTIVITIES PROHIBITED. SILT FENCE G 1 10 "0" R(NG GASKET ,,, LINE GRADE. SCALE: NOT TO SCALE 0��,�,ii„"'',,�� SANDING 9 ALL JDtNrs RE -SEALING "' 3.) GROUT ALL LIFT G HOLES RE -SURFACING GROUT INSIDE 8 POWER WASHING NOTE: CAST IRON BOX OUTSIDE OF JOINT o 91 STANDPIPE CONNECTION STORAGE OF MULCH OR SOIL 1. INSTALL CONCRETE DONUTS AROUND ALL CLEANOUTS. �W/ BRICK SUPPORTS USING NON SHRINK f w GROUT ;I . 'iYGiCi4 A' fit" Y - \ � Y T z . t y ® FIRE HYDRANT. PUMPER NOZZLE TO BE j P AR T TR T -PER END[CUL 0 S EE � fL © �Y z X 2 2 0 e- N ® FINISHED GRADE v ' / /\/ // // // / 0l/y\//14< \/ /\\ \\ \ �,vIll ./ / \ \\\\\ / / / / /\ %jam/ `/. 2" SQUARE OPERATION NUT OPEN LEFT (COUNTER CLOCKWIS ) N TA AT N [ S LL IO 1 MIN ".% TO 6 HOPE 1.1.L.FRt)M• 0 25 1.5" WITH VOID SPACE AFTER 6 tMiN.> DEPTH _.:... SOIL SUBGRADE (SCARF > 1 IED COMPACTION �..4Of (SUCW' 'AS RS . TO .: 7 BEl.6 SO FAD - �.; � 5 ) SOIL MECHANICAL SHWT EL 4.0 GRADE NOT TO EXCEED 0.5�. INSTALLED AT EACH DOWNSPOUT MUCK 0.> RAV JOINT LOCKED HYDRANT TEE HEAVY DUTY GEOTEXTILE (RECOMMEND MIRAFI CONNECTED TO AN UNQERDRA[N SYSTEM SOFT CLAY 1.000 RS280i OR 380i. OR APPROVED EQUAL) SUBGRADE EL 6.84-9 33 1! l I i } SANDY SILT 3,000 P NOTES: •, „ .. ! E r ,: ' . . SAND 4.000 1 . TNRU L [ NE CONNECTION. TEE SLOPE TOP OF `.. , :. ••,; •,.•�; . L .. I ! I ......I . L.:_;::::..:1..-!:::.:: I,.. !.:: : : ::.::......l.:: I:..: I.. !.......I..!:..::.L. }. ; ..I.: r sAN Y C AY 6. o00 . „ • ....-..• •... • . :. I I - ( I I I ..I f 8.1 G pi (I.......I 1 I:- (! I-. -.I I I L (I 1 D L 2. THRU LINE CONNECTION. CROSS USED AS TEE . CONC. TO PROVIDE/\ • .: 6" GATE VALVE 1. PICP SHALL BE INSTALLED BY EXPERIENCED ICPI CONTRACTORS WITH PICP CONSTRUCTION. ;:64..:..-. ;,....._ ; ....... ; ...... -. , _- HARD CLAY 9.000 DRAINAGE FROM / /� v �• ..-.-.-.:.._.... :....... .......................... �._... 3. DIRECTION CHANGE. ELBOW \ �\ C \�UNFORMEO CONC. DUC- LUG . I I !-...-...::- ....:........:...... .. : f......::...: , -., P T AN TAILING SKILLS.!-:I:,......I;I-.....(L....;(;!.._.I;L......I:....;.;I;!.....-I:........I:........I:I:......I;i.....I:L......I:........I:,.......I: \i / INS EC ION 0 DE::-:.t....::::::..t...,....:t., ... :t.-..,:.. t..,...-t.., l.,:..... t,.....a...,.::.:.a....,:::::-t. HYD. DRAIN \\?� /\j\ \yam 2. PERVIOUS CONCRETE MAYBE USED IN LIEU OF THE PAVERS. PAVEMENT STRUCTURE TO BE TO DETERMINE THE SIZE OF A CONCRETE THRUST BLOCK OlVIDE � ! 10 !��l DETERMINED BY PERVIOUS CONCRETE CONTRACTORS. MUST HAVE MINIMUM t2 - tt57 WASHED STONE THE TOTAL FORCE BY THE BEARING VALUES OF THE SOIL. THE 4• CHANGE LINE SIZE+ REDUCER �� i\ \\ 3/4 THREADED NOTE: SHOULD LOCAL CONDITIONS TO MEET THE WATER QUALITY DESIGN DEPTH. QUOTIENT WILL BE THE SIZE OF THE BEARING AREA OF THE THRUST 5. DIRECTION CHANGE. TEE USED AS ELBOW RODS (COATED) PREVENT CONFIGURATION NOTE: WHERE THE GRASSCELL MEETS ASPHALT SURFACE INSTALL 6MIL IMPERMEABLE PLATE OR BLOCK IN SQUARE FEET. APPROXIMATE VALUES FOR VARIOUS TYPES 6. DIRECTION CHANGE. CROSS USED AS ELBOW SHOWN. ALL JOINTS SHALL OF SOILS ARE L[STEO IN THE TABLE. NO RESPONSIBILITY CAN BE BE RESTRAINED. LINER AT THE FACE BETWEEN THE TWO PAVEMENTS ASSUMED FOR THE ACCURACY OF THE DATA [N THIS TABLE DUE TO THE 7• DIRECTION CHANGE AND EXTEND 12" BELOW THE BASE COURSE WIDE VARIATION OF BEARING LOAD CAPACITIES FOR EACH SOIL TYPE. SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE S A N T T S A 1 PERMEABLE INTERLOCKING 7 12 HANDICAP SIGN 13 DOWNSPOUT OVERFLOW 18 THRUST BLOCKING DETAIL 23 TYPICAL FIRE HYDRANT ASSEMBLY CONCRETE PAVERS 9 ACF GRASSCELL PANEL SIZE: 23.6" X 19.7" X 2° 9 9 9 9 FORD BRAND DUAL CHECKtHHS31-323-NL). ATTACH METALLIC TRACING TAPE 1' ABOVE 10.00 10.00 6"BRASS NIPPLEtNOT SHOWN) TO DUAL CHECK 8 ALL PVC WATER MAIN DIP SEWER/STORM SEWER BALL VALVE (HAMMOND 8901). INSTALL 10"ROUND MOUND BACKFILL OVER 10"x19" NICOR OVAL L[0 W[TH PLASTIC SHUT OFF. BOX FOR CUT-OFF OUTSIDE OF 6" PERVIOUS CONCRETE TRENCH TO ALLOW FOR •-•:•.-•.- 10' EACH SIO .,.,.,...... I 4" POROUS ASPHALT 3000PSI 12 x 18 CONCRETE EDGE RESTRAINT SETTLEMENT `'` OF CROSSIN SENSUS RAD[0 RECESS `�l ,�jTH'E METER BOX (NOT H WN). SET 1/4" BELOW TOP OF PAVERS WITH 2-#5 0 0 0 4 Nil LONGITUDINAL BARS: CONTROL JOINTS @ SAWCUT AT EXISTING ASPHALT p 12" ts57 WASHED STONE o FINISH GRADE PVC PIPE DIP PIPE DIP PIPE PVC PIPE 10 -0 O.C. LOCATIONS AND SEAL JOINT O gj (MINIMUM DEPTH) 8� � N MBX-1 METER BOX, CONCRETE O O O 10x19 NICOR OVAL o ° , / p �, L 10 WITH SENSUS PAVERS t�0 2-�i, [NCH WASHED STONE S o ��o gog0 °oo / +i /,o z �Q RECESS , SUBGRADE SCAR I F 1 EO t 6 THICK) o°_o Qo°0 o d' °o� ° o EX. EDGE OF A 2 Q go°g0�"�b o PAVEMENT °.° /A �Q ANGLE METER STOP WITH /} y. 5/8"x 3/4"SENSUS iPERL OR " V V PROPOSED/EXISTING \ z ° fig°K) 8 Z � / UNCLASSIFIED BACKFILL Fco O LOCK WINGS accuStreom METER W[TH s ASPHALT �� 001��IVERN, - o c3 z ° ° ° °- ° ° c °� o cs Q GRIP RINGS. Y co o g O v 0 PROPOSED/EXISTING °� o o d ° / ` GRIP RINGS. SENSUS RAQIO 1n �• PERVIOUS PAVEMENT SECTION NOT � °oop Q�oo° o �°og0o0 � � / 85% STANDARD PROCTOR p(P P[PE ( ) 1. 0 0 0°00 SOoO o0 00 SUBBASE o ° ° M 1 SERVICE LINE, SDR 9. o o0° 00 O CSO DESIGNED PER 15A NCAC 02H .1055 t0 � / /l Y:. ._. " _ o00a °°o o°$o° o �° o° 200 PSI , CTS SUPPORT METER SOX AT GROUND I- . o o° o° ° 12 t300 MM) WIDE GEOTEXT[LE �`� '- .., � „ LEVEL WITH 4 SOLID BRICKS x ALONG PERIMETER -TURN UP AT Q SELECT BACKFILL GOMPACTED 1 CORPORATION STOP zo SEE PERMEABLE INTERLOCKING � / +� NOTE: BLOCKING (FORD F1000-4) z . CONCRETE t00 NOT COVER ENTIRE N . TO 95% MODIFIED PROCTOR- SERVICE SADDLE CONCRETE PAVERS DETAIL I. • v• PROPOSED/ TOP OF BASE) ' M M M \ / c ALL PIPE. WATER ANO SEWER A L (FORD FC101) 2CL o • USE HANG OPERATED EQUIPMENT O Q�O EXISTING NOTE: ALTERNATE FOR PICP N SHALL BE FERROUS MATERIAL > a o O v O oo t� O SUBGRADE.:.: ONLY. FOR 10' ON EACH SIDE OF NOTES: SCALE: NOT TO SCALE o_ O OOO ° O ° O O°O(� \ INSTALLTGEOMEMBRANECALONGS \ / 1. 36" MINIMUM COVER EXCEPT UNDER DITCHES. ° / CROSSING O O°Q Q O Cov i.i °O N THE FRONT FACE OF THE CURB 1..�..._ ts. s tts■t■m,m - 2. ENCASE SERVICE L[NE [N PVC PIPE WHEREVER SERVICE L[NE [S INSTALLED UNDER PAVEMENT. 3" AND EXTEND THE DEPTH OF THE SCALE: NOT TO SCALE SCALE: NOT TO SCALE ,� WATER UNDER SEWER 3. COORDINATE W[TH TOWN OF MOREHEAD CITY FOR INFORMATION ON METER TYPE. SIZE. AND LOCATIONS. PROPOSED PAVER PAVEMENT �/ TRENCH BOTTOM SHALL CONSIST 4. FORD STAINLESS INSERTS (INSERT 52) SHALL BE INSTALLED IN SERVICE TUBING. SOIL SUBGRADE tSCARI 1.CF.[.ED) STRUCTURE OVERLAPPING„THE / OF FIRM. STABLE MATERIAL 8 SHALL PAVEMENT STRUCTURE 12 TO 8 PIPE + 1 PROVIDE UNIFORM SUPPORT 5. USE 14 GAUGE SOLID COPPER WIRE FROM CORPORATION TO METER BOX. LOCATING TAPE MAY BE PREVENT SOFTENING OF MATERIAL P E RVI o U S C O N C R ET E STO N E C O N ST R U CTI O N ENTRANCE [ E Q[A 6 THROUGHOUT LENGTH OF PIPE. SUBSTITUTED WITH TOWN APPROVAL. UNDER THE EXISTING CURB 9 POROUS ASPHALT 9 HEAVY DUTY GEOTEXTILE (RECOMMEND M[RAFI K_ 10.00 10.00 24 WATER METER SET RS280i OR 380i. OR APPROVED EQUAL) MAINTAIN 3' OF COVER OVER PIPE OR USE DUCTILE IRON PIPE 9 8'MAX.STANDARO STRENGTH FABRIC FINISHED ELEVATION FINISHED ELEVATION WITH WIRE FENCE . ' SCALE: NOT TO SCALE GRADE BEAM BETWEEN STEEL POS 9 PERMEABLE & IMPERMEABLE PAVEMENT WIRE FENC GENERAL NOTES: 1.ENGINEER MAY SPECIFY LOCATION• RAMP TO ALIGN WITH EXISTING OR PROIOSED WALKS. NATURAL GROUND 2•GRADE CHANGES FROM SIDEWALK ,TO RAMP TO SE A MAXIMUM OF 12:1. D[S-1'ANCE TO BE GOVERNED BY GRAQETH U-- 3. IN CASES WHERE E 5 -0 LENGTH OF RAMP CAN BE ACHIEVED. KEEP BACK OF WALK ON UNIFORM GRADE. 24 Up US� T E 6'MAX.EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE 8"-24" I•:::.:.:.:.:.:.:.:.:.:.:.:.:•,'FORWARD ALONG%'' :,:..I r:: „ THE TRENCH I Ey'.�.%'% **_,,. _.y._'VF II I I ILTER .� 1 I II I I I I FABRIC II II II I I II II II STORAGE OF SNOW PILES STORAGE OF HEAVY LOADS APPLICATION OF SALT OR DE-ICERS 2 • I F LESS THAN 36 COVER. MAIN 8 SERV 1 CE P [ PE SCH 40 SCREW SHALL BE DUCTILE IRON PIPE• F[N[SH GRADE ON PLUG 0 - 16' ASTM C-478 TYPICAL MANHOLE STEPS '- a 0 PIPE SIZE D LESS THAN 24" 4' 24"-30" 5' " STANDARD BRASS 2-1 /2 MALE 3" THREE-WAY 90° BEND N.S.T. FIRE HOSE CQNNECTIONS WITH INLETS POSITIONED WITH CAPS AND CHAINS MOREHEAD CITY TWSP. • CARTERET COUNTY, NORTH CAROL I NA `\ , ' ,\ , .,. C� 16" O.C. 8 SHALL NOT BE ALIGNED OVER [NVERTS `'' '-' MORE THAN 30" 6' HORIZONTALL Y n u►n l r M. r� n v c^ -r n i 1 i n i 'n r u i n e• i i r� nF�TrNFn: �, m \` �\` FLEXIBLE SLEEVES AT ALL POINTS OF PIPE ENTRY ?; D•• > w c 3 BRASS P [ PE o RI ORIGINAL PLANS PREPARE UvvIVGR. l,R I J I HL_ nULU 1IVVJ • L.LI, C/o DOUG BRADY --- - - -- RDC/GYT " \ ;< \ ! 1.11 DOUBLE STAINLESS STEEL �- BRASS BASE TO PROVIDE RIGID AND DESIGNED BY SCALE: NOT TO SCALE 4 \ ,\ \ ., �, �,,, PRECAST CONCRETE CHANNELS STRAP W/RUBBER BOOT I TYP. MOUNTING FOR STANDPIPE ANO THRUST RESTRA 1 NT - - - C`/ - - N ��v� v GIN OF GINGER Y. TURNER, PE • 17 EAST FORT MACON RD. ADDRESS • 5 DRAWN: 6 PERMEABLE PAVEMENT SIGN P E „ 4 SCH 4Q PVC . 9 M N "" 12 "M t N (\r PE TO BRASS ADAPTOR STROUD ENGINEERING PA ATLANTIC B E A CH , NC 28512 CHECKED 9 1.Q% MIN. :., l t• Ex•T� D.4AS!: •-• - GREENVILLE NC PHONE -1200 L�NE3WYENWtTH 6" PE P[PE TO 3" 900 BEND : 252-241 RDC 4"PVC CAP SCH 40 STUB OUT 100%MCOMPACTIONS7 - INLET STANDPIPE • APPROVED • UNDISTURBED GROUND 6"X 3" REDUCER I� THE C U L L I P H E R G R O U R P,A, s G Y T NOTE: [F LESS THAN 36 COVER MAIN AND SERVICE P[PE SHALL BE DUCTILE IRON PIPE NOTE: SIGN MUST READ "FDC". BE 6" IN HEIGHT ANO READILY VISIBLE • THE FOC MUST BE PROTECTED FROM VEHICLE IMPACT ENGINEERING & SURVEYING SERVICES DATE: SCALE: NOT TO SCALE NOTE: ALL MANHOLES TO HAVE EXTEND D BASES SCALE: NOT TO SCAT E AND A 3' CLEAR SPACE MAINTAINED AROUND THE FDC. SCALE: NOT TO SCALE 151A HIGHWAY 24 8 /2 5 / 1 5 11 SANITARY SEWER SERVICE 9 9 TYPI AL PRECAST MANHOLE 9 FIRE DEPARTMENT CONNECTION SHEET 9 OF 9 PROJECT # PM1070-4 MOREHEAD CITY, N.C. 28557 (252) 773-0090 LICENSE NO. C-4482 SCALE: AS NOTED DESIGN FILE: PM1070-4/PM1070-4 CONSTRUCTION.dgn / Corps pf r t ► Eng,n� s i t i i r r � b°ck fr t r r r � o rr m dg--C r f r r ;°nn, / f � r r r l t 46 LZ v /v ,� � / / ♦ r r r t r r r r � , i _ - 75 AEG t - \ m / JAN - ~ rnti'A t ._ i / i i "`/// n111'{ I ,f,rll , �. i�l II11 _ — — � �✓ � � � / z Al _ � -' �' S�IFV� vv 77 I� I - r, r r r l r �..•� v� v, I � 1� •� �_ r r r r r ( l r -- I I C O0 U CD ;~ 0 I I I I I I I I I I I I I I I I I I I I I I I I I I I I — � CAMA BUFFER---- \ \� III II!I 1!ii! I4lflflln{IIr;IIIiI{IIliil!IIIII!!Ifll!!!I(ulfl'! ' c::i'll�ll!IIIII�I ,I!II Illlul,l I L I I I I I II IIII ill I IIiIIII!Iu!:14!Ilu11111;Ij il!III I .III:.!. u�ll! !II I I i ,I;II!: / / Ililfll,ll 1 I I I I I I i I i II I I !! I III I I ,, / � � G - - - - _ _ - —_ --- -- --- -- --3r' - - --- ---- --- ---- --- - CAMA BUFFER _ -30 CAMA BUFFER--- - --- --- --- --- - - o \ L . I I. t 4 I 'I III i ,I!' I, I I I I I jl ,• i 'j lil'!I 'I ` I I ( 11 I j \ / ,^f ' III,IIII jf' III�� Ill!! If ( ) I !I !!I IIII ;lj� �j 11!II;' I'II fl �il�llill ! !;;III I I) II ;j j `' III II i') II- ;f .III I II I !,ijlll, - ({� I I { ! :III; .II I I' 'I I ! I I II I I j / / = 7 -- - -- -- - 75 AEC -- - - -- - -- - - - - - - 75 AEC -- - 7 � , ,:. � , � , ,�; .� ; �� Wit. ", •. , `•L�:. OLDE TOWNE YACHT CLUB DRIVE 30' EASEMENT --------------------------------------------------------------------------------------------------------- ---- x x chain /ink fence x x x x x—� x x x— x x x x x x— x x x x x x x x \ chain link fence 0 DA1 DA2 DA3 D A 40 20 0 40 80 SHEET DRAINAGE AREA MAP PROJECT # PM1070-4 DESIGN FILE: PM1070-4/PM1070-4 CONSTRUCTIONAgn SCALE: 1 "= 40' O04 ,0 CA R0 1 %.�i SEAL 36970 W R Y L LING _ - TURNER, P.E. -kqg REVISIONS: I No. I BY I DATE I DESCRIPTION DRAINAGE AREA MAP OCEAN IDE YACHT C OB MOREHEAD CITY TWSP., CARTERET COUNTY, NORTH CAROLINA OWNER: CRYSTAL HOLDINGS. LLC DESIGNED: C/O DOUG BRADY GYT ADDRESS: 517 EAST FORT MACON RD. DRAWN: GYT ATLANTIC BEACH, NC 28512 CHECKED: PHONE: 252-241 —1 200 APPROVED: TI�[IE �ULLIP]HIER GROUP, P.A. G Y T ENGINEERING & SURVEYING SERVICES DATE: 151A HIGHWAY 24 12/19/19 MOREHEAD CITY, N.C. 28557 (252) 773-0090 � JCENSE NO. C-4482 SCALE: 1 /'= 40'