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HomeMy WebLinkAbout05080021-22 LF in Packet Amended Primary Plat Revision Date 8/22/2005THIS INSTRUMENT PREPARED BY: .---- - DENNIS D. OLMSTEAD I - � 7�1, -, . . . ­ - i D ASSOCIATES INC. ­_ . 1 9940 ALLISONVILL I LEGEND I FISHERS, INDIANA 46038 . 1. - . - .. - - ... .. PHONE: (317) 849-5935 BUILDING SETBACKS KE DALL -, OOD 10 LOT NUMBER THIS INSTRUMENT PREPARED FOR: STEVEN A. WILSON, INC. 937 KEYSTONE WAY - FRONT BUILDING LINE 25' - - SIDE YARD AGGREGATE 3' MIN. 6' BTWN. STRUCTURES REAR YARD 20' D. E. DRAINAGE EASEMENT - D.U.&S.E. DRAINAGE UTILITY & SEWER EASEMENT H I y D.U.&S.S.E. DRAINAGE UTILITY & SANITARY SEWER EASEMENT H W _. I - D.&U.E. DRAINAGE & UTILITY EASEMENT Am F_ K F n AT D.U.&L.M.A.E. DRAINAGE UTILITY & LANDSCAPE CARMEL, INDIANA 46082 ININIEW10011, I MAINTENANCE ACCESS EASEMENT CONTACT: STEVE WILSON C. E. P CONSERVATION EASEMENT HONE: (317) 846-2555 . 0 ����kInen IIIIIIIIIIIIIIIIIIIIIII _Q1 ���n BL < . . BUILDING LINE 0 C.A. COMMON � Ir W N. A. E. NON-ACCESS EASEMENT _ W W y � .1 i 3 1 1 , , R.D.E. REGULATED DRAIN EASEMENT z 11 .1 i , , I I I � f I i i � � i F5 W NL" � , " � �, -�; I ! 11 �'­_ ,, � - U) 0 EXISTING 16.5' �, y ,­�, I J ,,> I � I � 11 I - v I " I -,', ! j � � I ? HALF R/W ,� 11 1, I . I , I ' I I ­ � _f �', i I �, �i� � I � � ? I / ,'U �_ 9 : - " " U) PROPOSED 60 W ADDITIONAL R/W TO BE TAKEN I N�E.'COR., N.E. N. � . 4 �' I f � I I 11 PROPOSED 60' V_ EXISTING 16.5' = I ; . I ­ I . ' . , HALF R/W 04 HALF R/W FOR PASSING BLISTER i SEC" 311,,,__r.18N.1 ,R.3E.' *� I I , I , V_ HALF R/W U) i f I.. I , 11 , � W I ., "* A i '_ I 15. O' 9'-O" to 11,-O" 27'-O" 15'-O" 12'-O" , � � , �­ . � I- I , . I , ­1, 'I, , ; . I :L", � . � I , I � � 1" MILLING W/ __- 12' PASSING SAW CUT EXISTING PAVEMENT � � " i 12 DECEL LANE-,,,, 11 � I I � LEGAL DESCRIPTION '31 1.5" HAC #1 FOR z I xl -0" to 8'-O" to 2' " BLISTER " WHERE,�IIT WILL BE-AD k � I ,'I I ­, I / , , 7' -0" 12'-0" ENTIRE EXISTING "<�_ ' 15'-O" _1� NEW PAVEMENT-.-, ' � , � . I i , , . i , , . k I " " ,1/ ,� I Q 1 7 1 1 1 1 1 � I .- . f��/ ; - SURFACE. 3' STONE SHOULDER \ � I., 11 I I 1. 1 3' STONE SHOULDER 6- - #73 STONE 3' STONE SHOULDER �, �, � " . I A part of the Northeast Quarter of Section 31 Township 18 North, �? TONE EXISTING STONE I � -__ � I '� I Co . SHOULDER P7 �,-_/ � f 0 i 0 0 1� ­1 �` ___,I Range 3 East in Hamilton County, Indiana, being more particularly 11 PROPOSED 1/4"/FT. 0 � .11 I 11 cc 11 F - I . - PROPOSED SLOPE 1/4 � . .. SLOPE - EXISTING GRADE .1 � / i , � described as follows: - EXISTING GRADE .... � - - ". __ " , _1� - � - - - ­ '�� �� �, '. 11 � ­­ , , , I � ; . _ � — - // — - , I 1 2 i � - 0 ,I / i — // " 1. I e � I I." i I I I §k � I , � � �, . I I — 'I, ,,'�,11� I - f "I 0 , i � Beginning at the Southeast comer of said Quarter Section; thence South I I I � 1� �_,_`_' 4 � . , / . I . I � __ �, I . � � � - 0\\SS� ­­'­ .0 V N, -, . -� ?� I I �. a 1-1 \ ,-, ­ . PROPOSED --- G - j SHOULDER -Z'.:�7- - ki, �,.- j = 1 / . I I I 17'� 89 degrees 43 minutes 59 seconds West along the South line of said SSD UNDER STONE STONE �, XX --,-,,,, 'IN I ,,,-, , I.- I­_ I . - I 1� _ , el­� I Qf I CL � I � \ ., __ % � bi 19 Li I I Quarter Section 874.50 feet; thence North 00 degrees 05 minutes 12 \ - - 17.5" FULL DEPTH ASPHALT ? �, '__ 11 - '�, 11%11 I , _ I 0 P" I SHOULDER EXISTING PAVEMENT EXISTING PAVEMENT ­ --, -1-1, "', � " �, 11, Z 1 17.5" FULL DEPTH ASPHALT 1.5" - H.A.C. #11 SURFACE � 1� 111�S - 1� seconds East parallel with the East line of said Quarter Section 600.00 1 , t I I I", I I I I 1%, ­1� I �, " 7 �., -1 `� "�', � I , ,,_z � _T�­ - H.A.C. #11 SURFACE 2" - H.A.C. #8 BINDER ", 1� I / ': ',I I � - ") @ / feet; thence North 89 degrees 43 minutes 59 seconds East parallel with , I ,­­11" I',, : r--, I * I Of I'll "" I � 11 I < ; , .1 � 1_­ , I I 11 2" - H.A.C. #8 BINDER I I . ', " ,_ I I I : � I ; � [If Li zvj_ il�, � SECTION "B"-"B" 7:: - #53 COMPACTED STONE I I " N_,,,.' _1 I I � 11 17.5" FULL DEPTH ASPHALT 3" - H.A.C. #5D BASE 11 1.5" - H.A.C. #11 SURFACE SEC SECTION "A"-"A" 11 2" - H.A.C. #8 BINDER 3" - H.A.C. #5D BASE � � � : I ­ � the South line of said Quarter Section 874.50 feet to the East line of said - NOT-TO-SCALE - NOT-TO-SCALE 4 - #2 STONE � "-,- �' 1 01 LL� WO '. I �1' - � 3" - H.A.C. #51D BASE - #53 COMPACTED STONE '. , , I I � , , Li D !2 _j " - 7' , ." , -, 1`._ / __�� '� "I 0 0 =) , IN, Quarter Section; thence South 00 degrees 05 minutes 12 seconcLQ West % __, . �_, I., " , � � � � �1_1 " 7- - #53 COMPACTED STONE 4" - #2 STONE I I ,�_._ < a: 3: 0 , � � I _ -1 i I ­ _,- -­_­­_, ­ - I "I . ­­ � x L, V) -,= � / I I � Of n V), , along said East line 600.00 feet to the place of beginning, containing 4- - #2 STONE I ` I �,. 11� - � " _­1 � --I - , I 1 ,­-, - I 1. I I , , el "., 1, =) Ld " I �� , , � I I I :"" ,,/ " . 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I I I N89*4 ­59�'E`­' 139.75' "'\, i % " I .­'11, 91 z _­,, - 1-11 1, � I ; 1 , x,_ � 122.76'___,-'--'­ -906 90.00, ) I I I 1i I I e � "', " � � , , , �, '-N I I- , 4_ I I Of I I I , - ­ ­1 " " ___ N. \ 9O.00 N � , � " I "j, 1%1) � "'. 1� fl, .1� 11, - 'A 7,_ k 11 � ;N."-�'. - , � ) i 81.�,99' 1�) i - ) -, N:W,�, --, z , _. ­ I ,,,-I- , I , , N1. . 11'r � "--", . Ld , -�_,!­-, ­ , 4-- ,­- � I " --% .................. , _ - , "', I � 1--l' -1 ­­­'I I �, t� 11�1'%, 11; 111, ? - - I , - _i, , �, , I '11'. I I , I I , , , ,�_? I 1_ -_ _ - , , , , . , ,,, I _/­ z �, � ,_ ,� _,�,� �, -�_ —I _4111i 4 < . _,_�_,�_4;�, ,��'-f, li> -,�,,'­'k­: , , 11 -­ z _,v, k, I ) ­�' � _,___ 1� 1� % �� ­11.­___,:_ ... . .. j Z) ­ 2 - \,- ­`_-,-_,�_-, � _­­ , � i , .1111 c� 0� ro a- E I 1 /J . I - . � % ; 1 ,.­ ,- -,,--�-.�,,,,,�,,-'�'�,-"�,,�,, . ,_ � I 11 � . " I - - 1 I - I z , I sl " - , I -1 I ____ ­ N\ , 01 - , " , CN - � �,__,� , � " �, ,�,14-­,'�­ -, , , 1. � � 5 , , , , , 11 " .7- Lj I — ___ I 1,11, -, z ­� I_ " I � �_, N, �­./�___ - ­�' --------,IN 11 I ,/., I P, �%��, — _ , 'S, , "" ,I < Q:o M — — — — I'll I " *'r �,�- �­ R1 '' �, . - `� - __j � 11� Uj � I I Ln , " I . I 0- 11 i I � , I ,I 'III, Uj - ; D . I 11 " e ? - .. f c;d � I I K A A < on I 0 , , '�, 11 1. i . . — ____­­. LL) 1 1 " . -7 ­ ­ = - U-1 � U� 03 0 - 11 I --� go t , 11 - I CN 11 " _j � , - I I I i I I c,- S� E. I -;, 2 ­ 271 1 ::) z I 1. 0 ,� 1 6 (D I P - _", ­11 -,30' R.D.E.&L.M.A.E. 1, " I I- / LLJ 0 1 (:j � . _j V) , - Q M 11_� \_ "_ �­_--_ I 1� \ % a_ - 0 0 - . � 1� I 0 0 5 , , __� \ ­ _ ...... �, � i I I 11 r I - - 0 - - - _�_____ - � — � RES-11-FAMILY 10-19.99 Ac. / RES-1-FAMILY 0-19 9 Ac. r EXEMPT BOARD OF EDUCATION 0 Li - I lLi < _j 0- Z Z v < 0 / x CASH GRAIN/GENERAL FARM Ld z — ; 0 9 x 1), 0 RES-1-FAMILY 0- 9.99 Ac. Ld 1101 - - 121ST STREET RES-1-FAMIL 0-9.99 Ac. - RES-1-FAMILY 10- 9.99 Ac. CASH GRAIN/GENERAL FARM - ONE FAMILY DWELLING CASH GRAIN/GENERAL FARM IIIIIIIIIIIIIIIIIIIIIIIII - IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ill I LARGEST LOT 17,681 sq.ft. - SMALLEST _OT 12,243 sq.ft. AVERAGE LOT SIZE — 14,428 sq.ft. TOTAL LOTS 15 TOTA L AC RES 12.045 Ac. - GROSS DENSITY 0.80 U TOTAL COMMON AREA 4.033 Ac.+ PRESENT ZONING - SUBMITTAL DATE 7/15/05 ^1 I � � t t M , I I I 2, 660 sq. ft. M 8 86 1 I 1 � " 1 - I I , ,� �_ �, " ­­._,� I I I "I I I ).1 I I I z . . I I I I I I � L I I O = - -- , I L Ln I cj - I I I � - CN C ,,. q 'l-1--__�," " _� z z I z - � z u - I � 0 0 1 W, 1 . I I / X I I� � ��, , � - I c - - I y . A - � A . . _ _p", . . I P k I C Cn M - - , � M �11 C - - � L ; I ; - Ld , 11 I i____11,� 1 N - - ­ ­ , . P 4 , 14.9,28-�?.,,"ft. - -;, 6 ,. I 0 c I . . 1 L_ C CD , . I , / * - A X I I ;E - " I 0 ) ! � I ! 0 ."11 . __,-"- - 1� : :�E " i z li I U * - 1, � — - - - f � I ' A ­ - = . I z - LARGEST LOT 17,681 sq.ft. - SMALLEST _OT 12,243 sq.ft. AVERAGE LOT SIZE — 14,428 sq.ft. TOTAL LOTS 15 TOTA L AC RES 12.045 Ac. - GROSS DENSITY 0.80 U TOTAL COMMON AREA 4.033 Ac.+ PRESENT ZONING - SUBMITTAL DATE 7/15/05 ^1 I � � t t M , I I I 2, 660 sq. ft. M 8 86 1 I 1 � " 1 - I I , ,� �_ �, " ­­._,� I I I "I I I ).1 I I I z . ^1 I � � t t M , I I I 2, 660 sq. ft. M 8 86 1 I 1 � " 1 - I I , ,� �_ �, " ­­._,� I I I "I I I ).1 I I I z . . I I I I I I � L I I O = - -- , I L Ln I cj - I I I � - CN C ,,. q 'l-1--__�," " _� z z I z - � z u - I � 0 0 1 W, 1 . I I / X I I� � ��, , � - I c - - I y . A - � A . . _ _p", . . I P k I C Cn M - - , � M �11 C - - � L ; I ; - Ld , 11 I i____11,� 1 N - - ­ ­ , . P 4 , 14.9,28-�?.,,"ft. - -;, 6 ,. I 0 c I . . 1 L_ C CD , . I , / * - A X I I ;E - " I 0 ) ! � I ! 0 ."11 . __,-"- - 1� : :�E " i z li I U * - 1, � — - - - f � I ' A ­ - = . I z - ' � - 1 1 0 11 � N I - �- ).1 \ \ I I . 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( IN FEET ) I 2 " "'., X I \ -1 N � � ��/ ,�, I IV ` i 4��; I - I / 1z, CID ­� 1, . e � ",�) - :1 �,­, 11 N, .x ; , � S,, - , , I ,� " - I 1 inch == 50 f t. lz� " I � I ,� I I f-) � 0 I lv ,--�- i - "'. , LJ- i� �� - , 11 I I 11 _'906____ 1 1 ,I ,Alz"� ,I f-� , S 1 CM 11 8 �1� ,29 � � : 2 5' B. L. . ,� "., ZD0 I ­ � , I- 411 I � In I I "I � � L-) t � _-, I 1, _�_____:___ � ..`Wl \ � I '? � <, . " 11 - I i t, � � 0) 'N� I I � 1 6,789 sq. ft. -"-, . I -) , � �� �_Il "_1­___11 "--,., I '� (0 i z k I I I & I "I f '�. � � _,�, , '9� J-� ���, , � -,­i�,�, � ,,.,,' '. 11) . I `�, j 1� - � I � 11 !­_� 1 1 .11 I z I �_�_ \ I % I I O' UTILITY EASEMENT IN FAVOR OF _�' 11 � � _/ �' 0 \ i ` f 1 I 1), � I - ,I . � I 1,1� "',""',"� � I 1, - , G) , I,N D I 11 i lz� 11� I I " - 11 � , ! - � I/ 1__(9_ . 7 �, iz CA l,,�", 3: /I I 0 - ! S , ., '! . , I I � ,I ix " I �q �p / ,I I - I ,� .1 � 0 ANA BELL TELEPHONE COMPANY, INC. ,f , I * Cn : 1"' S, , - _'.1 - � k� I � ,�i ". I I 'I, 1 I ,I 11 0 -_ 5i N - "� - \ \ I , I . , " 1,� � I, 111 /-�,�:,k�­ , M - CN - ;:: "I / / I D.R. 234, PG. 78 ,I., :i( - I -,� � 1�\ � - " - - � I NOW OR FORMERLY ,f I 11� �q 591,-, 111_1 r�_) � I 4 � �__ �A . .1 0 .Aj I Lr-) C'� ',,[�u 15 1 Qv -0 t C ___ % 1;� / " � I � ,.,,"-,, I—- , 0 ,�/ 1-- 0 I 1 % _�'_ 11 " 3'sq. ft. 0 J I I t � EDMAY M. PRITZ I �, -11 , / " � � - 14 o 15,88 � - ,j Ln I 4% I ­ ,_',�,� - , / 0), I 1�� I P co I'D �," In - 0 P Lo / 11 . I 0 f � - ­­ . ..... " t�x I 'It �j I - , � ,�____ -, " I , I I I ; , " I , , 0 11 I . / / 1 I " � C.0 I,� 1? 12,854 ' 1 I , 1, 1� I . �11 12,682 sq. ft. � P 0 sq. ft. �q u - I �, . 'i INSTR. No. 2000-62405 -`1 ` -'-'---,- I ,� I lc� .1 11 1� 12 -�, CTI . 0 M., � / / 1 148 9 *'5 4'4 8 " 0' 1�01 ��' j Y I 0 1 _ I � . 1�, f , �, - - I • I I / � Z 4F C/o _k 'I, . � 1� . ; I I I M 11 I 11 1 , , I � I , , "I , -sq. ft, -I' " 0 � I � f, %_J ,,, 224.68' " � �. \ 14 05�'� \ '� "I -- , T I ,I - I M 11 _11­...___ I I / 'k , 11 � (:�) - ,�Ib" I N 20' R I f ` 1, 11 j I %, I I " I � , � Lr) 1\� I " . % -1 00 _­1___1_..___ 11 , 1� I O , , - .1 - �, < / ,,, I , , I , \ � �11/ 11 \ 1, ; -1 1. I Z , ­ 0 11_1'� _ .. / � . 1'�, i , 0), � '�__-_._ ____ -, I " I ­�Z- _v - -, j, i1, 'i ,/ A-) I I 11, 3�1 I .= 11 � - 9. . � / 4 I /I % �. -1 I \ , I co �i I ; I - �, - U �� �/ 0 NOW OR FORMERLY � I ___._ �_. ,�' � I (S� �/ ? . ............... __­ j I I I - 1i 11, I _7"; .1; 1_9 Nl;� I i - � I 1' ­_­_--­­,__­ I i��, 1: I C. I I i . > N� 11 C 4 k-Y I " -­ _, CN � , , I 1, � / , � I THE CARROLL W. HASEWINKEL .4 - 4 �111 -\ bc ,, _� " I , U__11 I / ___�, _11 . n 11� ", -, �� \1 I ______:� tK1 0 / - , , 2 ­ I - � � ? � f f - I _11� 1. . " "I - e 9 """ "I I � I; �t _�, IN " I I � � . , 11 0 . I I ? � I b. q:�* � , I I � I 11 I 9 � - I,- - / / I _� " � %, I ? 1, 7 1". j 11 1"� , f � 5 " 1�, ' AND CRYSTALS. HASEWINKEL -­­" _ i ill I I 1, �0 � ,r / - � I .11 . 15' D. E. - __ I " 15' R.D.E. R. D. E. I �� I i ,� 1 16,237 sq. ft. //// 11 '� % ,,,� Nt I F I',, 'Ir / I � - - 9 , 11, 'IF / � 1\��', =77� 11 � /� I REVOCABLE LIVING TRUST 6 � , , � "%A / - I " I — — — - — L_��_ — , — �. z - I 1r) I! i " I � , ! I i 0 I I I 11 � I I -_ e -, O 0) IC I ", .11, I - - --- " - - r� A � - I " . f I � I t t. "N, --- I 1­ I 1, 11 1� # � � Ln 11 1, / __ -- ­ -_ U I " V 3 sq. N I." - - .Q o �2 Q, -, %� A h il 1� "I I - r') � 1, I "I k ,,,, ill / * 11\ I (, f 11 1. 1 1 (D INSTR. No. 2000-33174 i __ - I . I , � , I I— i �_ � . __ � I I I " _�j /! , 12,24 � � 3:;Z��_ , I , t ", GENERAL NOTES: ­­�� , D Q) /' I - I , / 1�, - �O, -, .A5 . I " "I �, 1, "� "IV, , I it g, z iz� ."y (d ,1 11 1, 7 Fq"2r7 7 1 11 i I , I 't��-_ -11 _q F , I :1 li i I-,' � ­­�,' /­ 1". — " I - � / � I / I 900 , , I 1, . \ � 1 4 � 1, I . Q - ) q, . X", � 1) ALL WELLHEADS WILL BE ABANDONED .1� � , 14, ,_11f,_\ \", " \ . ­ 11 / - __ ,N�, <_ - z , \ , I Se"k I � I � � " �, vl' 1"965 IV � , 11 (o .� - "I ,�, 1� /x I � ,,, W .1 I I � I I ! t BY STATE HEALTH PROCEDURES DURING 1, I � C) ­­ �__ ,11._1 I- . I — 11 _�ft ` - I � �',� �,��, N , ac ­ -, ___,�:l 11 _1%. 4 � �-- Nl,� . . A ,� %,)o /,, , — N I � I " % '1111�' 4 i I ; 140.08' 1 _­­ "I �� -, '. x <1� , Willi � < � / , 'N , i ? - --- , 0 , i 1, CONSTRUCTION. i I N89'*54'48"W 1 (\4 1 ""_ K � -��-,q , , N )7 82 11 / - N, 7 : I - I � , 11 1 r ,.5d \�4 J, r') , � _� /I /* 1\ \ , I - - ,�.5 , I :, X ; I ,." � ? .. 0- �', ,- � __1 MILLING W/ 1.5" HAC #11 i i 11 k '11, (305 1 � ,1 ,? ,_,, , d _/� ) ? � , I 1� 11 OF " 11 I 9 � , '%. _�_ 2) CONTRACTOR SHALL CONTACT THE . , , LOCATION MAP SCALE: 1 )) =500' DECEMBER 2, 2004 SPEED LIMIT: 25 MPH M 01olol0i )_ a �_ LL < LL _j 0 0- (3 0 < F- 0 =1 z z < LLJ 0 (f) �__ y I'_ LJ < (f) Z 0 F- LLj 5; LLJ M ILL) < �- Ir < >_ M 0 < 0 U - O Li > Q_ LLJ CL 0- OL 0 Y 0-1 < :E I U') Lr) U-) "q- 0 (O (D 0 LLJ 1�_, *1, ,,, -�, I­__ CNI 0) r, Cq < r- C14 0 I 00 I - - >_ - 0 M CO -, 0 CO 0 LLI 0 LLI i Ln I,- N 2� Elf �,; C) < ¢N _ ��: y 0 C:) C) II 0 0 V) - '�_, V--- 0 Ln 0%0 1.*�f 0 �_, 1p� %%** I D 0 t 4f _*__" - 41' (N `s, ' x .......... �y -,, N .%.' ,q0'0-*** T * , � _t..." _Q : 'S : z No. *-. --- = : = = : : - : 900012 ' = E = *. : x Ld .. % STATE OF *..-' % LL_ ' .:� * , le ... 7VDI - .. '% 1; �- - /'. X4�, ** " -- .... ......0 - '11, , " LLJ "I"'1411 S U R\J '�- -,\\�' (_) MIAMI, CRA, MMC2 SOILS MAP (N. T. S.) LEGEND , I � SURFACE - i I • e. I 'I— _z_,, Q� "I" / ; I &_11 � _1 '.1 89 I- '.." ­ SuRrt - rum LN[IML EXISTING ,I 1 I I , � - ___ 001" , / ' I I I Ad . �'­ - , / x AC) &MAW--" - ­--ra�- ; i i —Ar-.. � __j . I 11, DEPARTMENT OF ENGINEERING TO F77,-,, DENOTES PAVEMENT RESURFACING vv , , � •� I 11 --�--,-,�,-..----------�-,---,�', , � " ,,,,e'�' � I TIRE FRONTAGE. II 11 � �� /I I / - , 1_. � > < -,. . I EXISTING POWER POLE il, I , "I-- " = � I HMA #11 SURFACE - -" - , 1 xl _/ � (5� k I , / "I , ­­_... `_­­ � SCHELDULE A PRE- CONSTRUCTION x . � ? , / . �, I 't, : A � ­� , 4) /, -, I'_ ,1� 1 ,; , N,� -11 `11111 11 / MEETING FOR REVIEW OF REQUIRMENTS. I S v f � � Z - \_/ - - , I a_ HMA, ER 1- , 1;; \, � , I f -1 3 'o . "'I'_ ­11 " ,� V) � -, I 1 #8 BIN[ DENOTES PAVEMENT WIDENING � EXISTING LIGHT POLE �11 , � = , y _ , I lk ,,, � �,� 11 1 .3.0" HMA`45D BA 3E ­ 11 I I -.1 ,-,, ., I 11 � " I .d j. ,/ NO, -, `Nl_lw - � " < �, .... I C? 1. / 1 0 1 11 , ,_ -�, 1, I", , _ � '. , . . 'r � Uj , 1, ­ IN\ � N� - __ 1, � 11 I - - I , 1 3) ALL EXISTING PAVEMENT TO BE SAW � � EXISTING ELECT. TRANSFORMER N_ U.- , 10 1\ 1_', �� I , " ". ,I �. DENOTES HANDICAP RAMPS 11 ­­� . I . - - #2 STONE * I I ,� - �. i " 14,122 sq. ft. __-` '%%� I I � ­1­_-..--__1--______ � It I 0 / 'Ili q t 0 " '. I , ­­11, 11 I I ., ­ "�D r, I - I ,\� _; `,\1 C.A. #2'_­­--­ ", � � - — - I � . � t`, , EXISTING ELECT. PEDESTAL It %. � ? " , ,,, �`, 2 .-, "I / / I 1 Z�7� \ � I­ ,I .s � I I � .. 4�� - - - - - - PROPOSED SUB SURFACE DRAIN _,-_�, I - , -.r- ., .1 4 _� 11 - - � . PAVEMENT WILL BE INSTALLED. I 1 6X `V \J,�O,670 sq. ft. __" � . r _, I I � � -<�, i- 1'/ '� k N �, � , O/ .1 �, , "I / N, ..01 --, 1�'.1,1_ \ � "I I , i / 41 � ,-N, , � I 11 �1.11, ,­-1 . ,1 5, / 0 >1' IT / , 0 1� -", "�c , 4 I ❑ ''I EXISTING ELECT. METER ,I �, . I a - � I .. ,_ � I "' -""-/ I ";11 .<, �0 / N z , \1, VAR. D.U. D.E.&L.M.A.E. 0, � �� I 1-1 PROPOSED 4"X4* CONIC. MONUMENTS ""' I - � N_ I ,�, � ,,, , ". \ :,,� ,N� �, I 1% .% ,I � I � -6� -..^, , - EXISTING GUY WIRE � I 1, I . I � Z, 1. � ., . Z). --".> V z � ,/ x :5 1 / ,/�-, I � �� �� / 0) .� . �, I I ? U-? �- \ , _�_�Qa -k �. _111, \ `Nz � .1, I Z � 1. 4) ALL PAVING MUST BE COMPLETED IN *— PROPOSED SEWER LINE; MANHOLE -.--, , 1 ,/' \ 11� i I 1, - I �, ;�_ , , , � /\ � ,1 �, � �', I 1� 'O, 1� 11 % � i , - _v^_ ONE PAVING SEASON. I I ! e V.- I I zi ­1 I I � I �, - I I � . - 1 � . -,.,-' 1 ,f �. I / NN, \ �". 00. 2� , LAkE---#1­----,!",� .1 I I I = - , 0/ PROPOSED STORM SEWER LINE; ---,,)-- EXISTING TELEPHONE POLE � 1 I , I . " N69*54'48"W co " 00, " .1 19, - I I I / 91- - 0 ­4 - I .,\ - I_- < C,f I / - ­, --- "I I � I �, � o of W I I � ,I ; \ �,,_�. � I .k .? _ ., - 40,070 sq. ft. '� I : - � I EXISTING DRIVE - I 1� I � I e CURB INLET, MANHOLE & END SECTION I �i � I 11 �, �, �� ?, \ � 11� � I i I C) 9 1 X., 11 I I � I / ; � 0 1� i I I I ? 11, ­,,� Lli Ld 0 � / 160.61' -,---,-,--' i j, 1, � -, ­ � Zo W I Uj 11 'I" EXISTING TELEPHONE PEDESTAL j, I -1 I , ; �_ ­ 1, i N I , e ­1 i " il­��, I , I I .1 I (j 6 -_ I 11,� I I I 11 I — - _, � ',I I I I i 0. . W PROPOSED WATER LINE I \ '� � I x i � I I ­ I i J, � " , � . '­'� w \ , .­ � i -1 11 ; ­ � � , '1\ I 11 I �, . � ­ I � . i -, I I y 1 _90D . I 1­10 <= � f � N .1 � I , I V) z EXISTING TELEPHONE MANHOLE � , � L 0 / � I . *1 1 ­ I ' % � ! " .QX3: x _­­ ... ­­, f, , ; , ,�, " I �, I I 1, I . � 11 � 0 ! �--­", 11 e i � i � ,* Ir- I �, " ,�� ... ­­__.__ EXISTING FLOW LINE N,­, -_ _. I / I � � - 1, � %', �', " ___- , _�, \ 11 : "I, I ­11 ,1 I � " � I � ; I / / �e­� 1, I_ \, L � � � . r / f" 2 0---9 7 1__ i­ ">-_- EXISTING CABLE T.V. POLE / 'I,' - 41 � '�, I I\ " , � I � z4tz 'r (n � I "I , I I "-,- � 3 . - - , . 1. I I _. /I 11 �"., 91 ; :�2 M -, ­ I � � I I ,­11 I I " I \/ .... . . .... . ­1 , � 1, ^ � ,� I " 11 � I � W MO � .......... I- EXISTING BURIED ELECTRIC LINE -1 �� , - , \ 11 I , " .4- f 'J � 1 `�, - I ., � 1, � i �z Ld - ; , �, .� I " ­� �, I I I- I I ., �, -1 � do � 0 _j LO Ln I r7 " 1, , � f 0 00 . - Z Lr) _j -, EXISTING CABLE T.V. PEDESTAL " �, / ', I . =) ____... x b�,� I - � I . ­_ - , '_, " _% I Z 1 I � - , - I I A � 0 � / ,00u , 5 Uj .. EXISTING OVERHEAD ELECTRIC LINES -­ - ` ?I / 1 94 . & - = I �� z1b =­'-_,, . � , , 48, 5 EXISTING TRAFFIC SIGNAL POLE . I , � r, - I --- I I I 11 , - �n �� 0 i m . le I . � I -, ; O� 1 ; / z ; - I I -89 � - F oe -,i U) x -, I ! I -f . , -.00 _.0F.e " N- � . : n, � . 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INSTR. \Io. 2003 --- I . ; � I _,�' "I / I I - , : 10' ASPHAtTf PATH , � x I 19�' 2- " , .1 , .1 , - I I � I � "I , . .'� I . � i F'2 A.E. �, I I ,- ,­ I 'Of � ','­ 2',,"N. A.,E'.' _1� _�.'_, I . ! I / . I - I �, � -A I ­ ­ i �. z � I - - � I � I . I I I .1 I . ? -1, � , i ; _ � �.,'A. — /_ A � � 4.6?' "_ — — — , ___,� �17/ `3' WIDE - #73 -STONE �­�,­, .,��",,'­%�_,�, ­ " , � 11_osu_ - �, -, -_ 1-1 IN "I, ,� ­1 I i I - _1� - I - I k I I -1 - __ __ I I ,�, I _'11- ­11, , , $r � ,�, v � 1� e ,�-%­�__� �� i - j �4 1� 3' WIDE #73 STONE �'t, � k ? I 3 (gIDE #73 1 , H . I , I ", - - 7-�_V _/1 - - . I 11 _­1..__1­1_ - I �- I , ' % , STONE / I ' � � 1 ?, f ,110' ASPHALT PA � -Q , , - , . , rel- I I '. _ _�� , i ,�`- - 1. ,� ­ 7 - , . ' 1 4 ; ? I L , - '1_S1jB ,�, �',' SHOULD�R_@_6'-'­DEPT -1, � � ,/­ '. " "I I ' SHOULDER @ 6" DEPTH i I I I 1. PATH t, - I ' I I" N I-, ­ ­ � " -11, � I � 3: 1 1, � 11 I I I ... ­....­_ � ­o .... ­­_ ", i �111 EXISTING BURIED TELEPHONE LINE 1­1 , ­_ 1 1.5" HMA #11 SURFACE .1 � � i ,,� EXISTING TRAFFIC MANHOLE I ..... . . � ... I ..... _111� i EXISTING TELEPHONE LINE �- 2" HMA #8 BINDER �'j � I I -1 ­i EXISTING TRAFFIC CONTROL BOX , , " -­ .... . 1:: , � -- - - -- -•4...x. EXISTING BURIED CABLE T.V. LINE i , 1` ­­, 3" HMA #5D BASE 11____ , EXISTING GAS VALVE _____ ... ,­ .... ­ ­-r . ... . .... "', -,.� , i� , EXISTING CABLE T.V. LINE 1­1 : EXISTING GAS METER , . 'x..._ .......... . .. . ��, ........... ­­. EXISTING GAS LINE ,_, 7" #53 COMPACTED STONE . ��­IIA , , , t EXISTING WATER METER " __..._1..._1.. I ',� - -..­..___... EXISTING WATER LINE I - � ., I . EXISTING WATER VALVE , - I - .__ EXISTING SANITARY SEWER LINE; MANHOLE ,�, PREPARED SUBGRADE ,--, N'_1 � 7 - f r_) ,�­_, ,� "A% EXISTING FIRE HYDRANT I I � . I .6rAJULLJtr( U !2 12EPTH -- e � �, Ill I ,1_1 1� I I -,-.-. -1'_1­­`­ ­­­­', � � I I I I ,I LAIZ)IING SANITARY CLEANOUT - - . I ' : " LANES, To BE STRIPED W , _ I I ,I �ry , , , ,,,,,,, " " _`1 �".\ I - _ ,�__< � % � I 1 ,-.,,4 C.-,, -, * . IN UNDER i -l' "I 1�11 DER C:) 0:� THERMOPLASTIC., STRIPING. 1, R DRAIN � I � � Cr) _­ ,:- 1111Y , �_ I , ' UBSURFACE DRA 1. . LANES TO BE STRIPED, W/ ­- -,DRAtN-"UN ---' "" , " V11 EXISTING MAILBOX ,� ! _1 1� .L 'l,", ,� 11e, _/,7.SUBSURFACE� ---.,.. � 1­1 11, � � 1. I ­ � I , . I , -, � I "I 11 " f I I I '_ , , I �� � � - STONE SHOULDER I (D ___­_­­­._ ,-.,.-. ­.___­� �/ ' 11 " I j '11� '.`___!�,_'� .I.:_­�-l-, I 11­- I v I LL�L 11 ,_­ THERMOPLA$TIC� STRI,P�NG.­ 1, � - I I , _--�, - % s _1 I" I TONE SHOULDER---, -1,_ I.- I , I � I "I, 11 I I � EXISTING STORM SEWER LINE; MANHOLE & ENDSECTION — — — — I ��: — — __ I I ­` " 11 ... 11 �­­ � 11­ I __� � STONE'SHOULDER - - - - - - - - - - �__�:_ - - - - --.=-- , _ I I ­ - I ,; � �.11� _=�� �'— ,,`� I — — __�_ — — — — I . PAVEMENT COMPOSITIONS — :i�� � _4 __� 1, — __ _= _= I 1: ; _U - — __ __ — — — — __= = ________,��__� li "I' ; 11 114 .�, . I I - I �,�� I . . � EXISTING CURB INLET - I " - / '-- "I I-- , __ 1, I - - -;,. - I � ?l I—— I'll o ­ 1,1,:� -, / -1, 11 1 � ,1 INTERIOR PUBLIC STREETS ' 'el 11 - I - �� ­ " "/f , , — /tom / j .Z /,� I t I � 1. f I - ­/ " I , - Z//, ` - r " ,_� � �� EXISTING BEEHIVE OR ROUND INLET I - // 00 - , , F 00 /_:, / X �' 14/ 1 _ I " I , Zo -, /11 " T.Y.P.) _ - v'^Z'__111j;0 0"////'' // / , - I --/, A/— A -'-'/-"/"`­"``�­��/`­`""/�`�­­�­�/�����."/"`��/""O,�"/""/"""""`-"/�­"`/­"`­"""/""��`"�"/�"`-" x ///X/`/ / 01' 0 1 no� 0�/�: /Z /4 /P//, ,/ r�,--v 1111'er1111,11/1 ­ ,_ � .11 - 11 ".1 I 11 1-1 _1 1 , I I , ",-' " - I ­ ­ ,_ -_ 1, I - - " I �. �,, 11 -, ( _, I _'� I I � I -1 - �14 ­­7;04=r,__ 11 _­ ­1 11 ­1 I , � I ��, - _'//_ /--,./, _ ,--- ­­­/ "I I ., , , . . . 1 . . '�, �_ , - 11 I � - 1. - - ­ �1111' � , 1�1_1,,­ '­w ­ ­ _ ,_ _ I '12 " ,,,, 11 — _!j 'I-'- �­, ­1 ­'. Ill: ,,", I"xl I _ , 1� - 10 � :/ ,/ ./ I/ � 11-1 I - NOT—To—C,rAl P ... , � ___ ',__ . 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I � _­ -,-- � .­__­_­­1�z,-�,­_ ---,-,:. __ __1 ...... �._ 11'A11­­ ---- �",.­ - " , 1. 77 11101 1; _, - 1-­1 � - ,,,-, � , -,.-- ___", , ­ C .............. � � - - --------- -­-­,�-.- ­,­.- i .-..-- ' - I , 11� I —, , - "'I", �,_ � - ­ -,:4 1'�� I ­ , I � ­ , , I "-"EXISTING DRIVE I -�, _ ­­ � ­11 ___ I I � 1_­.'1­1.__._,_ I '7 1 _17/4 1 1 � _11- � � "' __­- , �_, _--��_. �, 1-1 I e � ", " ­ ­f,�, � , I " - I � -I' �"'.__" , 1­11- i7 -_ ____--1--_ If .. . ......... . _____� '. .__ _7 -COR� - I . i - ­,�­_ , 11. ­­, .- -1 - , _', - 1� N� _ :" , _ , " , ........... ­­ , I , . ­ ­7 - , - - _­ - '-,.,',-----_--_::.---- " - `�, I'' — ­., '59" �-­: 874�50* ' S I , __ I ­­ 1.11 --., ,_,�,­ ­1 . .11.1 - ­�_ , 1, �� WCUT'EXISTING-PAVEMEN I --­ , - �­ �7­�� 9I (��-1- "', ­ s89,743 _W L. - " - �� ­ , 1- , - ,,-- , ­­ UZ), HERE-VT WILL B - ""-.-- ,,,,- --,-,,,,,, --- , ­­ I -­- ­­__ , -,---N-'-E. � - . ___ - _­_ 111 _­ - - _Ix �' - :­ I � __1._1 1�_ _­,:­-_.._, " .­­­ � I I I � , v 'I., . ­ _ _' _,_­,�, - !�� -1, . , ­ -,_­­� ,�-- " . , , , ­­ I ­­­-:­,­- E_`ACQACENT TO ,' ' - ____'t ____ �_� ,­ �, '­­, 771 ,,;_,�_,--,-;�--�-�,-'­,-, " : ,� ­ , - E,,, �_ , I ­ t, __11 - - _., 7 � - �-, -,, - _- - � --: - - � ,­ ... ­1 ,SEC. ' ,,?3 1, T. 1 8N., ,1_ _­­ , ­, ,_- 1,1_,.._­, � , '11-1 .. " ­­._ 1� 11-, I I �___, , - -- - - , i --NEW.,- PAV�k4E4T­-_­__._.,, �_­"� ,�,_____z ___-, -�`_�;"_­P��­__ - ""'..... ____1 " , 11" ".- __­_­___.­1­..­ ­.­1­__­", ­­­­��­... � �__ ,_­ ..... -, . I ­ --- ---:,, I I ­1 -, NN, I I ,\---- , _�__ �', ." WEST:.,,:.-121.S.T.....STREET-,— ­ '_�,_!,,,____­.' -, � 1, . , ­vz�­­-;; ----------- ­�,� __.__A._____�,____ ---'­-��-- <L— , I ,x 1�, - _­ — , I _..._..­N,",-., I ! . , , ­ 1 :71 1�_1­'1___­, 1, __�_- " , P11 I � =,,X " 11Z .1 11 "­----­­_­ .... . ... . ­1.1 ..... I" ­ --- ­­­­­�X­ 11­l_______________, �­ 1­11- 1— � ­_ _.­._,��­­­­­�', ". I I � .-N ,--_­�­_ —SURFACE ... � ----- 7 � I - _ I 11, _,�" - - �` �D" I � � ._­­,_...� �, � � , 11 , I _ " - , HM'A'#1'1 I - I '.., EXISTING SQUARE FLAT IN 1". ,_­ }':5 HMA #11 SURFACE' - ,,b9 Arl, "' i 11 I �, � k Nl � � I . ..- , ' ,,, - MILLING W1 1.5- HAC �11_ 1� � I I I � � I \ Z__'17,'� \ 1" MILLING W/ 1.5" HAC #1 1 1 .5 ',, 4 - _S9 � ., �, 11 11, I I I I , SAW CUT`,EXISTING PAVEMENT ,�,__ . � I � '. � I I / 11 � t � 1, I 11 I 1, . I � . " ". 1� 4 il �, I i � I �, 1`1 11, _1� � I - % Z.Q" HMA #8 E31NDER I " 0 " - _- z 11 / I 11 � I C -1-1-1--;1� ..... ---------- 1, % I 11 �� co WHERE IT W�L BE ADJACENT, , ,_ - j . -ITA,RY T 2.0" HMA�-#8---BINDLR E EXISTING "­­ _,_; i do � �, , �0, , ""' 0---LON/ BR . , ­ ,l_ �­_'111 1 ,,, SANITARY _,,11ANCH ASE -'-'-- .,- - ,�, , -­__ � lz �, I I 0 % I I -1 SURFACE FOR ENTIRE EXISTING 'V,A #5D BASE I , , )" EXISTING FENCE LINE �11*1­3.0'kMA #5D B "" "-'SURFACE ACROSS ENTIRE FRONTAGE' ­'­ __ I \ 3. O' 3 , -1 ___ - �_- , � : '1� CP \� 1�1 �1� \ 11 �,� N, SURFACE ACROSS ENTIRE FRONTAGE. 0 '90 W PAVEMEOT. i � P) ov 'ESTATES--' I-l' _­ _ I ,_ "I , 00, � 11 : � 1, � / ,-:'�,-_" 1, , ,t) E 1 7.0" #5,a,.STONE , _­ 03 03 % /1\ ,,,, 7.0" �� STONE CID 'il I I I - ______ - - 0 0 0 "O' '�,Q , �Q � 1, , I I Q0 I-9 � , 41 . I , �, rl� 4.0" #2 STONE '�� '5 �il '11� � i I 11 I 1. : I. , i If / . - _' #2 STONE ­­ " LA _r_1 01 0) 0 0 01.� OV 0 0 1 t I , � Ill, % 0 j "11-1_ ­1 - ,�,,_-4.`o - ,�,_1,6g2,_-______ , % 10 010 ,� CD 1 � �", � ! , CID 00 0" ,�_D , -S r , -_ ! �1: , ` I ,,- . " i 11 � 50' R/W _897`1' _' 0) 1 �,!, i . x —1 "­-L -1 - - "" ,:, " NOW OR FORMERLY & Z., .._/� ,-",",- �­____",_ RONALD S. & MARILYN FI LO *THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE BACK OF CURB .49 — ,30'-O" 1 ._�,­­--­�_, ___­­_1­1-`l11 D. R. 331, PG. 330 REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH. - 5'-0* MIN. I F1 '-O' R/W 11-011- ,ry --,.,.-.-.- - ---- SUBGRADE UNDER ALL CURB , SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE 0- 2'-O" ---w 40 _-0- 10' ASPHALT PATH WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. 1 �-----5'-O" ---I-- 4'-0" - I GRADED LAWNS = . . -� ­ � ... , T_ Ix M I F_ I_ TOP SOIL .. ­ . . : . 1, W z z 0 4 . F I -. . .. . . - . SOIL SLOPE ASPHALT PATH TO ROAD 15 Li - III Ill- I - I I J-1 I 1=1 I I '/ - - . 11 . SIDEWALK 4• THICK (r Ld :2 rke M- �, 2� - q I =1 -1 1 -1 ll I , / , , i M OR TOYVARD TOP OF BANK OF DITCH 0 � W W � � . . . ����/������`�-`/l-�`�/ 0 _j I . 1/4*/FT. MIN. LJ L� 10 f)f V) r.". * . I I . MIN. 3" _��_�� — ____� Of , -I 0� �� U_ * I \', - -_ ------ � a- z in It! �! (L I- BACKFILL - UAC'IRADE I ` I . V) z ... 1. : , - I . 5 z 6'-O" BETWEEN TRANSVERSE 'zn - -�_4" MIN. GRANULAR . . .. ..... ­­.. ,;. .� .. �''! - < - 0 MATERIAL . . . I ... ".., -: _ . - ., 1, - , : , (ri JOINTS , $1, I - -. . ... - " . ... - ­ . ­ � '. . , �, ..­.;�., �.� -,. - _77. , � �_ R - I PROPERTY LINE . .... .. . . � L .:�..-:,.,.-..,.�-.,.,",�.�.*-*-*,-.----,--,�,�--. 'I ... -,�....��. I _1.­_­:­-f �'-r��-"LL:; .. I � - ... .. .... .... :1: '... • . .4. 4a'-O" BE EXPANSION JOINTS (MAX.) . "'.. �:.. -, I STONE BASE TO .­. EXTEND UNDER CURB .. I TYPICAL SIDEWALK SECTION TEMPORARY SEEDING SHALL BE DONE . .. . w: j �.' �u. � I ____� IIN ACCORDANCE WITH SECTION 621 - . . - - I 1. _... I NOT-TO-SCALE OF I.D.O.H. SPECIFICATIONS WITHIN , : ASPHALT PATH I=(-. ... -1 .. ....V. .: . -, ... z ..-. !..,: 'i�: . .:i. ,. THE STREET RIGHT-OF-WAY. . I 0 . , , . . ; v , s* ,.,. - .j.. � , , .. ..... : . '.. � 0 '. ... .. �� . . :..: 1 :.- , ld � 7, .. . �c = • *. TYPICAL ASPHALT 1" HMA #11 SURFACE _ . . i. � ­ . ., - ­��,.'.%-.-.-_-.�.�tt]E:l NOTE: :F1 Ill I PEDESTRIAN PATH X—SECTION 2- HMA #8 BINDER L4' MIN. 1. ALL TRANSVERSE JOINTS SHALL BE TOOLED OR SAWCUT JOINTS 1/4" THICK. . 5- #53 STONE 2. WALKS ACROSS DRIVEWAYS SHALL BE 6" OR THE THICKNESS OF THE CONCRETE SIDEWALK PROPOSED DRIVEWAY WHICHEVER IS THICKER. NOT-TO-SCALE - ' N\ AY '\ � --- COMPACTED I v //� SUBGRADE -------' TYPICAL STREET MOW-SEanON NOT-TO-SCALE NOTE: PAVING TO BE COMPLETED IN ONE PAVING SEASON 13,-O" - S�O�E. 1/4- / FT. _ _ _ ====== ! . � I I I I , .. I/ "I STONE BASE TO -// \ , . - EXTEND UNDER CURB 4' -0" SIDEWALK 4' SLOPE 114' Fl- y r• * * .. W) . . , MIN. 3" TOPSOIL ROLL CURB & GUTTER 4' 0. GRA TYPE I MATERIAL —S.S.D. TO BE INSTALLED UNDER CURB BOTH SIDES OF STREET V) Of 0 >_ LJ > Of V) 0 z < _j I V) elf Ld LL1 z 0 z LLJ Cr) z I_ _j U) z 0 0 N < d_ z < O-) 0 Ll ) z o-) _;�_ 00 ,­N I,-- r- rl-) X < LL_ rl- ,_ O-) I Lk) N I °O 00 I T_ Ln rl-) O-) Ln I O-) 00 (f) I-- LLI r- = n (/') I­' E < z < C) z )-: I­__ z D 0 (-) z 00 _j < 0 - � .j < 0 = a- z: , Of < < C) :2 - Of Ld a. y - 11-011 1-01, _� _j I . \ I vi ,., < U SHE ET NO. OF 1 SHEETS FJOB NO. 48920WIL MIAMI, CRA, MMC2 SOILS MAP (N. T. S.) LEGEND , I � SURFACE - i I • e. I 'I— _z_,, Q� "I" / ; I &_11 � _1 '.1 89 I- '.." ­ SuRrt - rum LN[IML EXISTING ,I 1 I I , � - ___ 001" , / ' I I I Ad . �'­ - , / x AC) &MAW--" - ­--ra�- ; i i —Ar-.. � __j . I 11, DEPARTMENT OF ENGINEERING TO F77,-,, DENOTES PAVEMENT RESURFACING vv , , � •� I 11 --�--,-,�,-..----------�-,---,�', , � " ,,,,e'�' � I TIRE FRONTAGE. II 11 � �� /I I / - , 1_. � > < -,. . I EXISTING POWER POLE il, I , "I-- " = � I HMA #11 SURFACE - -" - , 1 xl _/ � (5� k I , / "I , ­­_... `_­­ � SCHELDULE A PRE- CONSTRUCTION x . � ? , / . �, I 't, : A � ­� , 4) /, -, I'_ ,1� 1 ,; , N,� -11 `11111 11 / MEETING FOR REVIEW OF REQUIRMENTS. I S v f � � Z - \_/ - - , I a_ HMA, ER 1- , 1;; \, � , I f -1 3 'o . "'I'_ ­11 " ,� V) � -, I 1 #8 BIN[ DENOTES PAVEMENT WIDENING � EXISTING LIGHT POLE �11 , � = , y _ , I lk ,,, � �,� 11 1 .3.0" HMA`45D BA 3E ­ 11 I I -.1 ,-,, ., I 11 � " I .d j. ,/ NO, -, `Nl_lw - � " < �, .... I C? 1. / 1 0 1 11 , ,_ -�, 1, I", , _ � '. , . . 'r � Uj , 1, ­ IN\ � N� - __ 1, � 11 I - - I , 1 3) ALL EXISTING PAVEMENT TO BE SAW � � EXISTING ELECT. TRANSFORMER N_ U.- , 10 1\ 1_', �� I , " ". ,I �. DENOTES HANDICAP RAMPS 11 ­­� . I . - - #2 STONE * I I ,� - �. i " 14,122 sq. ft. __-` '%%� I I � ­1­_-..--__1--______ � It I 0 / 'Ili q t 0 " '. I , ­­11, 11 I I ., ­ "�D r, I - I ,\� _; `,\1 C.A. #2'_­­--­ ", � � - — - I � . � t`, , EXISTING ELECT. PEDESTAL It %. � ? " , ,,, �`, 2 .-, "I / / I 1 Z�7� \ � I­ ,I .s � I I � .. 4�� - - - - - - PROPOSED SUB SURFACE DRAIN _,-_�, I - , -.r- ., .1 4 _� 11 - - � . PAVEMENT WILL BE INSTALLED. I 1 6X `V \J,�O,670 sq. ft. __" � . r _, I I � � -<�, i- 1'/ '� k N �, � , O/ .1 �, , "I / N, ..01 --, 1�'.1,1_ \ � "I I , i / 41 � ,-N, , � I 11 �1.11, ,­-1 . ,1 5, / 0 >1' IT / , 0 1� -", "�c , 4 I ❑ ''I EXISTING ELECT. METER ,I �, . I a - � I .. ,_ � I "' -""-/ I ";11 .<, �0 / N z , \1, VAR. D.U. D.E.&L.M.A.E. 0, � �� I 1-1 PROPOSED 4"X4* CONIC. MONUMENTS ""' I - � N_ I ,�, � ,,, , ". \ :,,� ,N� �, I 1% .% ,I � I � -6� -..^, , - EXISTING GUY WIRE � I 1, I . I � Z, 1. � ., . Z). --".> V z � ,/ x :5 1 / ,/�-, I � �� �� / 0) .� . �, I I ? U-? �- \ , _�_�Qa -k �. _111, \ `Nz � .1, I Z � 1. 4) ALL PAVING MUST BE COMPLETED IN *— PROPOSED SEWER LINE; MANHOLE -.--, , 1 ,/' \ 11� i I 1, - I �, ;�_ , , , � /\ � ,1 �, � �', I 1� 'O, 1� 11 % � i , - _v^_ ONE PAVING SEASON. I I ! e V.- I I zi ­1 I I � I �, - I I � . - 1 � . -,.,-' 1 ,f �. I / NN, \ �". 00. 2� , LAkE---#1­----,!",� .1 I I I = - , 0/ PROPOSED STORM SEWER LINE; ---,,)-- EXISTING TELEPHONE POLE � 1 I , I . " N69*54'48"W co " 00, " .1 19, - I I I / 91- - 0 ­4 - I .,\ - I_- < C,f I / - ­, --- "I I � I �, � o of W I I � ,I ; \ �,,_�. � I .k .? _ ., - 40,070 sq. ft. '� I : - � I EXISTING DRIVE - I 1� I � I e CURB INLET, MANHOLE & END SECTION I �i � I 11 �, �, �� ?, \ � 11� � I i I C) 9 1 X., 11 I I � I / ; � 0 1� i I I I ? 11, ­,,� Lli Ld 0 � / 160.61' -,---,-,--' i j, 1, � -, ­ � Zo W I Uj 11 'I" EXISTING TELEPHONE PEDESTAL j, I -1 I , ; �_ ­ 1, i N I , e ­1 i " il­��, I , I I .1 I (j 6 -_ I 11,� I I I 11 I — - _, � ',I I I I i 0. . W PROPOSED WATER LINE I \ '� � I x i � I I ­ I i J, � " , � . '­'� w \ , .­ � i -1 11 ; ­ � � , '1\ I 11 I �, . � ­ I � . i -, I I y 1 _90D . I 1­10 <= � f � N .1 � I , I V) z EXISTING TELEPHONE MANHOLE � , � L 0 / � I . *1 1 ­ I ' % � ! " .QX3: x _­­ ... ­­, f, , ; , ,�, " I �, I I 1, I . � 11 � 0 ! �--­", 11 e i � i � ,* Ir- I �, " ,�� ... ­­__.__ EXISTING FLOW LINE N,­, -_ _. I / I � � - 1, � %', �', " ___- , _�, \ 11 : "I, I ­11 ,1 I � " � I � ; I / / �e­� 1, I_ \, L � � � . r / f" 2 0---9 7 1__ i­ ">-_- EXISTING CABLE T.V. POLE / 'I,' - 41 � '�, I I\ " , � I � z4tz 'r (n � I "I , I I "-,- � 3 . - - , . 1. I I _. /I 11 �"., 91 ; :�2 M -, ­ I � � I I ,­11 I I " I \/ .... . . .... . ­1 , � 1, ^ � ,� I " 11 � I � W MO � .......... I- EXISTING BURIED ELECTRIC LINE -1 �� , - , \ 11 I , " .4- f 'J � 1 `�, - I ., � 1, � i �z Ld - ; , �, .� I " ­� �, I I I- I I ., �, -1 � do � 0 _j LO Ln I r7 " 1, , � f 0 00 . - Z Lr) _j -, EXISTING CABLE T.V. PEDESTAL " �, / ', I . =) ____... x b�,� I - � I . ­_ - , '_, " _% I Z 1 I � - , - I I A � 0 � / ,00u , 5 Uj .. EXISTING OVERHEAD ELECTRIC LINES -­ - ` ?I / 1 94 . & - = I �� z1b =­'-_,, . � , , 48, 5 EXISTING TRAFFIC SIGNAL POLE . I , � r, - I --- I I I 11 , - �n �� 0 i m . le I . � I -, ; O� 1 ; / z ; - I I -89 � - F oe -,i U) x -, I ! I -f . , -.00 _.0F.e " N- � . : n, � . I " - � I � '. , I 1 3 , I , . — ",_ 1. , ,111 60 .1 11 , " ; - __/0_ I I X - _� — I -.10 .. 11 N �, ,I 4 Z,"_, - �, - — � � �� S ­­ � , r,��. , I il , , , � � I / � ,; � �,N _', � �/ 9 W n . � � I 1;�D � F I .. / � �� - � ? � I I . . '% Q� " x 2 �,, I I - � _.�U.E. �, � A I I , I (33 . � .s I � � � ? I 1� I ;;O"�� I I , i � I .� - � 1, ­ I i y " ­1 (n .1 11 1� ; _� I , . 1, 1� -ASEMENT IN FAVOR OF -, 4 I I , 0! 1, I ? 11" . — � I . a LINE I - I 1, Z , I � I � , /11� I I - �, . " 8 ,f � I � � GA i , , / 5 � I � - - . I " I 11 .v w /�� -, " . ;�e_ I N.A. , I :: . \\ 2 .0 I 11 -, Z 114. A z f 1 — — — — — — ,-- 379.97'— � I F, — — , - - I T I- Q' F_ - . E. - INDIANA GAS COMPANY, INC. m , F) H .R, - . S. E. �, TAPER TO EXISTING� 1� . 1� � , �__ S.W. COR. , N : E'. ��J-/-, SEC. 31. �.18N.,:_i.R ... I I ­� I I - , ; - - I , ­ 1� 11 I _ - _' . I � I / 1 I -57111 I ­ f � 1, I . / ?­., � I ,' I i I " , - �1 ,� , c I i , I _­ ./ 1�_ �. I , _�': . � i I ! INSTR. \Io. 2003 --- I . ; � I _,�' "I / I I - , : 10' ASPHAtTf PATH , � x I 19�' 2- " , .1 , .1 , - I I � I � "I , . .'� I . � i F'2 A.E. �, I I ,- ,­ I 'Of � ','­ 2',,"N. A.,E'.' _1� _�.'_, I . ! I / . I - I �, � -A I ­ ­ i �. z � I - - � I � I . I I I .1 I . ? -1, � , i ; _ � �.,'A. — /_ A � � 4.6?' "_ — — — , ___,� �17/ `3' WIDE - #73 -STONE �­�,­, .,��",,'­%�_,�, ­ " , � 11_osu_ - �, -, -_ 1-1 IN "I, ,� ­1 I i I - _1� - I - I k I I -1 - __ __ I I ,�, I _'11- ­11, , , $r � ,�, v � 1� e ,�-%­�__� �� i - j �4 1� 3' WIDE #73 STONE �'t, � k ? I 3 (gIDE #73 1 , H . I , I ", - - 7-�_V _/1 - - . I 11 _­1..__1­1_ - I �- I , ' % , STONE / I ' � � 1 ?, f ,110' ASPHALT PA � -Q , , - , . , rel- I I '. _ _�� , i ,�`- - 1. ,� ­ 7 - , . ' 1 4 ; ? I L , - '1_S1jB ,�, �',' SHOULD�R_@_6'-'­DEPT -1, � � ,/­ '. " "I I ' SHOULDER @ 6" DEPTH i I I I 1. 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I .6rAJULLJtr( U !2 12EPTH -- e � �, Ill I ,1_1 1� I I -,-.-. -1'_1­­`­ ­­­­', � � I I I I ,I LAIZ)IING SANITARY CLEANOUT - - . I ' : " LANES, To BE STRIPED W , _ I I ,I �ry , , , ,,,,,,, " " _`1 �".\ I - _ ,�__< � % � I 1 ,-.,,4 C.-,, -, * . IN UNDER i -l' "I 1�11 DER C:) 0:� THERMOPLASTIC., STRIPING. 1, R DRAIN � I � � Cr) _­ ,:- 1111Y , �_ I , ' UBSURFACE DRA 1. . LANES TO BE STRIPED, W/ ­- -,DRAtN-"UN ---' "" , " V11 EXISTING MAILBOX ,� ! _1 1� .L 'l,", ,� 11e, _/,7.SUBSURFACE� ---.,.. � 1­1 11, � � 1. I ­ � I , . 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' ,,?3 1, T. 1 8N., ,1_ _­­ , ­, ,_- 1,1_,.._­, � , '11-1 .. " ­­._ 1� 11-, I I �___, , - -- - - , i --NEW.,- PAV�k4E4T­-_­__._.,, �_­"� ,�,_____z ___-, -�`_�;"_­P��­__ - ""'..... ____1 " , 11" ".- __­_­___.­1­..­ ­.­1­__­", ­­­­��­... � �__ ,_­ ..... -, . I ­ --- ---:,, I I ­1 -, NN, I I ,\---- , _�__ �', ." WEST:.,,:.-121.S.T.....STREET-,— ­ '_�,_!,,,____­.' -, � 1, . , ­vz�­­-;; ----------- ­�,� __.__A._____�,____ ---'­-��-- <L— , I ,x 1�, - _­ — , I _..._..­N,",-., I ! . , , ­ 1 :71 1�_1­'1___­, 1, __�_- " , P11 I � =,,X " 11Z .1 11 "­----­­_­ .... . ... . ­1.1 ..... I" ­ --- ­­­­­�X­ 11­l_______________, �­ 1­11- 1— � ­_ _.­._,��­­­­­�', ". I I � .-N ,--_­�­_ —SURFACE ... � ----- 7 � I - _ I 11, _,�" - - �` �D" I � � ._­­,_...� �, � � , 11 , I _ " - , HM'A'#1'1 I - I '.., EXISTING SQUARE FLAT IN 1". ,_­ }':5 HMA #11 SURFACE' - ,,b9 Arl, "' i 11 I �, � k Nl � � I . ..- , ' ,,, - MILLING W1 1.5- HAC �11_ 1� � I I I � � I \ Z__'17,'� \ 1" MILLING W/ 1.5" HAC #1 1 1 .5 ',, 4 - _S9 � ., �, 11 11, I I I I , SAW CUT`,EXISTING PAVEMENT ,�,__ . � I � '. � I I / 11 � t � 1, I 11 I 1, . I � . " ". 1� 4 il �, I i � I �, 1`1 11, _1� � I - % Z.Q" HMA #8 E31NDER I " 0 " - _- z 11 / I 11 � I C -1-1-1--;1� ..... ---------- 1, % I 11 �� co WHERE IT W�L BE ADJACENT, , ,_ - j . -ITA,RY T 2.0" HMA�-#8---BINDLR E EXISTING "­­ _,_; i do � �, , �0, , ""' 0---LON/ BR . , ­ ,l_ �­_'111 1 ,,, SANITARY _,,11ANCH ASE -'-'-- .,- - ,�, , -­__ � lz �, I I 0 % I I -1 SURFACE FOR ENTIRE EXISTING 'V,A #5D BASE I , , )" EXISTING FENCE LINE �11*1­3.0'kMA #5D B "" "-'SURFACE ACROSS ENTIRE FRONTAGE' ­'­ __ I \ 3. O' 3 , -1 ___ - �_- , � : '1� CP \� 1�1 �1� \ 11 �,� N, SURFACE ACROSS ENTIRE FRONTAGE. 0 '90 W PAVEMEOT. i � P) ov 'ESTATES--' I-l' _­ _ I ,_ "I , 00, � 11 : � 1, � / ,-:'�,-_" 1, , ,t) E 1 7.0" #5,a,.STONE , _­ 03 03 % /1\ ,,,, 7.0" �� STONE CID 'il I I I - ______ - - 0 0 0 "O' '�,Q , �Q � 1, , I I Q0 I-9 � , 41 . I , �, rl� 4.0" #2 STONE '�� '5 �il '11� � i I 11 I 1. : I. , i If / . - _' #2 STONE ­­ " LA _r_1 01 0) 0 0 01.� OV 0 0 1 t I , � Ill, % 0 j "11-1_ ­1 - ,�,,_-4.`o - ,�,_1,6g2,_-______ , % 10 010 ,� CD 1 � �", � ! , CID 00 0" ,�_D , -S r , -_ ! �1: , ` I ,,- . " i 11 � 50' R/W _897`1' _' 0) 1 �,!, i . x —1 "­-L -1 - - "" ,:, " NOW OR FORMERLY & Z., .._/� ,-",",- �­____",_ RONALD S. & MARILYN FI LO *THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE BACK OF CURB .49 — ,30'-O" 1 ._�,­­--­�_, ___­­_1­1-`l11 D. R. 331, PG. 330 REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH. - 5'-0* MIN. I F1 '-O' R/W 11-011- ,ry --,.,.-.-.- - ---- SUBGRADE UNDER ALL CURB , SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE 0- 2'-O" ---w 40 _-0- 10' ASPHALT PATH WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. 1 �-----5'-O" ---I-- 4'-0" - I GRADED LAWNS = . . -� ­ � ... , T_ Ix M I F_ I_ TOP SOIL .. ­ . . : . 1, W z z 0 4 . F I -. . .. . . - . SOIL SLOPE ASPHALT PATH TO ROAD 15 Li - III Ill- I - I I J-1 I 1=1 I I '/ - - . 11 . SIDEWALK 4• THICK (r Ld :2 rke M- �, 2� - q I =1 -1 1 -1 ll I , / , , i M OR TOYVARD TOP OF BANK OF DITCH 0 � W W � � . . . ����/������`�-`/l-�`�/ 0 _j I . 1/4*/FT. MIN. LJ L� 10 f)f V) r.". * . I I . MIN. 3" _��_�� — ____� Of , -I 0� �� U_ * I \', - -_ ------ � a- z in It! �! (L I- BACKFILL - UAC'IRADE I ` I . V) z ... 1. : , - I . 5 z 6'-O" BETWEEN TRANSVERSE 'zn - -�_4" MIN. GRANULAR . . .. ..... ­­.. ,;. .� .. �''! - < - 0 MATERIAL . . . I ... ".., -: _ . - ., 1, - , : , (ri JOINTS , $1, I - -. . ... - " . ... - ­ . ­ � '. . , �, ..­.;�., �.� -,. - _77. , � �_ R - I PROPERTY LINE . .... .. . . � L .:�..-:,.,.-..,.�-.,.,",�.�.*-*-*,-.----,--,�,�--. 'I ... -,�....��. I _1.­_­:­-f �'-r��-"LL:; .. I � - ... .. .... .... :1: '... • . .4. 4a'-O" BE EXPANSION JOINTS (MAX.) . "'.. �:.. -, I STONE BASE TO .­. EXTEND UNDER CURB .. I TYPICAL SIDEWALK SECTION TEMPORARY SEEDING SHALL BE DONE . .. . w: j �.' �u. � I ____� IIN ACCORDANCE WITH SECTION 621 - . . - - I 1. _... I NOT-TO-SCALE OF I.D.O.H. SPECIFICATIONS WITHIN , : ASPHALT PATH I=(-. ... -1 .. ....V. .: . -, ... z ..-. !..,: 'i�: . .:i. ,. THE STREET RIGHT-OF-WAY. . I 0 . , , . . ; v , s* ,.,. - .j.. � , , .. ..... : . '.. � 0 '. ... .. �� . . :..: 1 :.- , ld � 7, .. . �c = • *. TYPICAL ASPHALT 1" HMA #11 SURFACE _ . . i. � ­ . ., - ­��,.'.%-.-.-_-.�.�tt]E:l NOTE: :F1 Ill I PEDESTRIAN PATH X—SECTION 2- HMA #8 BINDER L4' MIN. 1. ALL TRANSVERSE JOINTS SHALL BE TOOLED OR SAWCUT JOINTS 1/4" THICK. . 5- #53 STONE 2. WALKS ACROSS DRIVEWAYS SHALL BE 6" OR THE THICKNESS OF THE CONCRETE SIDEWALK PROPOSED DRIVEWAY WHICHEVER IS THICKER. NOT-TO-SCALE - ' N\ AY '\ � --- COMPACTED I v //� SUBGRADE -------' TYPICAL STREET MOW-SEanON NOT-TO-SCALE NOTE: PAVING TO BE COMPLETED IN ONE PAVING SEASON 13,-O" - S�O�E. 1/4- / FT. _ _ _ ====== ! . � I I I I , .. I/ "I STONE BASE TO -// \ , . - EXTEND UNDER CURB 4' -0" SIDEWALK 4' SLOPE 114' Fl- y r• * * .. W) . . , MIN. 3" TOPSOIL ROLL CURB & GUTTER 4' 0. GRA TYPE I MATERIAL —S.S.D. 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I I � .-N ,--_­�­_ —SURFACE ... � ----- 7 � I - _ I 11, _,�" - - �` �D" I � � ._­­,_...� �, � � , 11 , I _ " - , HM'A'#1'1 I - I '.., EXISTING SQUARE FLAT IN 1". ,_­ }':5 HMA #11 SURFACE' - ,,b9 Arl, "' i 11 I �, � k Nl � � I . ..- , ' ,,, - MILLING W1 1.5- HAC �11_ 1� � I I I � � I \ Z__'17,'� \ 1" MILLING W/ 1.5" HAC #1 1 1 .5 ',, 4 - _S9 � ., �, 11 11, I I I I , SAW CUT`,EXISTING PAVEMENT ,�,__ . � I � '. � I I / 11 � t � 1, I 11 I 1, . I � . " ". 1� 4 il �, I i � I �, 1`1 11, _1� � I - % Z.Q" HMA #8 E31NDER I " 0 " - _- z 11 / I 11 � I C -1-1-1--;1� ..... ---------- 1, % I 11 �� co WHERE IT W�L BE ADJACENT, , ,_ - j . -ITA,RY T 2.0" HMA�-#8---BINDLR E EXISTING "­­ _,_; i do � �, , �0, , ""' 0---LON/ BR . , ­ ,l_ �­_'111 1 ,,, SANITARY _,,11ANCH ASE -'-'-- .,- - ,�, , -­__ � lz �, I I 0 % I I -1 SURFACE FOR ENTIRE EXISTING 'V,A #5D BASE I , , )" EXISTING FENCE LINE �11*1­3.0'kMA #5D B "" "-'SURFACE ACROSS ENTIRE FRONTAGE' ­'­ __ I \ 3. O' 3 , -1 ___ - �_- , � : '1� CP \� 1�1 �1� \ 11 �,� N, SURFACE ACROSS ENTIRE FRONTAGE. 0 '90 W PAVEMEOT. i � P) ov 'ESTATES--' I-l' _­ _ I ,_ "I , 00, � 11 : � 1, � / ,-:'�,-_" 1, , ,t) E 1 7.0" #5,a,.STONE , _­ 03 03 % /1\ ,,,, 7.0" �� STONE CID 'il I I I - ______ - - 0 0 0 "O' '�,Q , �Q � 1, , I I Q0 I-9 � , 41 . I , �, rl� 4.0" #2 STONE '�� '5 �il '11� � i I 11 I 1. : I. , i If / . - _' #2 STONE ­­ " LA _r_1 01 0) 0 0 01.� OV 0 0 1 t I , � Ill, % 0 j "11-1_ ­1 - ,�,,_-4.`o - ,�,_1,6g2,_-______ , % 10 010 ,� CD 1 � �", � ! , CID 00 0" ,�_D , -S r , -_ ! �1: , ` I ,,- . " i 11 � 50' R/W _897`1' _' 0) 1 �,!, i . x —1 "­-L -1 - - "" ,:, " NOW OR FORMERLY & Z., .._/� ,-",",- �­____",_ RONALD S. & MARILYN FI LO *THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE BACK OF CURB .49 — ,30'-O" 1 ._�,­­--­�_, ___­­_1­1-`l11 D. R. 331, PG. 330 REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH. - 5'-0* MIN. I F1 '-O' R/W 11-011- ,ry --,.,.-.-.- - ---- SUBGRADE UNDER ALL CURB , SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE 0- 2'-O" ---w 40 _-0- 10' ASPHALT PATH WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. 1 �-----5'-O" ---I-- 4'-0" - I GRADED LAWNS = . . -� ­ � ... , T_ Ix M I F_ I_ TOP SOIL .. ­ . . : . 1, W z z 0 4 . F I -. . .. . . - . SOIL SLOPE ASPHALT PATH TO ROAD 15 Li - III Ill- I - I I J-1 I 1=1 I I '/ - - . 11 . SIDEWALK 4• THICK (r Ld :2 rke M- �, 2� - q I =1 -1 1 -1 ll I , / , , i M OR TOYVARD TOP OF BANK OF DITCH 0 � W W � � . . . ����/������`�-`/l-�`�/ 0 _j I . 1/4*/FT. MIN. LJ L� 10 f)f V) r.". * . I I . MIN. 3" _��_�� — ____� Of , -I 0� �� U_ * I \', - -_ ------ � a- z in It! �! (L I- BACKFILL - UAC'IRADE I ` I . V) z ... 1. : , - I . 5 z 6'-O" BETWEEN TRANSVERSE 'zn - -�_4" MIN. GRANULAR . . .. ..... ­­.. ,;. .� .. �''! - < - 0 MATERIAL . . . I ... ".., -: _ . - ., 1, - , : , (ri JOINTS , $1, I - -. . ... - " . ... - ­ . ­ � '. . , �, ..­.;�., �.� -,. - _77. , � �_ R - I PROPERTY LINE . .... .. . . � L .:�..-:,.,.-..,.�-.,.,",�.�.*-*-*,-.----,--,�,�--. 'I ... -,�....��. I _1.­_­:­-f �'-r��-"LL:; .. I � - ... .. .... .... :1: '... • . .4. 4a'-O" BE EXPANSION JOINTS (MAX.) . "'.. �:.. -, I STONE BASE TO .­. EXTEND UNDER CURB .. I TYPICAL SIDEWALK SECTION TEMPORARY SEEDING SHALL BE DONE . .. . w: j �.' �u. � I ____� IIN ACCORDANCE WITH SECTION 621 - . . - - I 1. _... I NOT-TO-SCALE OF I.D.O.H. SPECIFICATIONS WITHIN , : ASPHALT PATH I=(-. ... -1 .. ....V. .: . -, ... z ..-. !..,: 'i�: . .:i. ,. THE STREET RIGHT-OF-WAY. . I 0 . , , . . ; v , s* ,.,. - .j.. � , , .. ..... : . '.. � 0 '. ... .. �� . . :..: 1 :.- , ld � 7, .. . �c = • *. TYPICAL ASPHALT 1" HMA #11 SURFACE _ . . i. � ­ . ., - ­��,.'.%-.-.-_-.�.�tt]E:l NOTE: :F1 Ill I PEDESTRIAN PATH X—SECTION 2- HMA #8 BINDER L4' MIN. 1. ALL TRANSVERSE JOINTS SHALL BE TOOLED OR SAWCUT JOINTS 1/4" THICK. . 5- #53 STONE 2. WALKS ACROSS DRIVEWAYS SHALL BE 6" OR THE THICKNESS OF THE CONCRETE SIDEWALK PROPOSED DRIVEWAY WHICHEVER IS THICKER. NOT-TO-SCALE - ' N\ AY '\ � --- COMPACTED I v //� SUBGRADE -------' TYPICAL STREET MOW-SEanON NOT-TO-SCALE NOTE: PAVING TO BE COMPLETED IN ONE PAVING SEASON 13,-O" - S�O�E. 1/4- / FT. _ _ _ ====== ! . � I I I I , .. I/ "I STONE BASE TO -// \ , . - EXTEND UNDER CURB 4' -0" SIDEWALK 4' SLOPE 114' Fl- y r• * * .. W) . . , MIN. 3" TOPSOIL ROLL CURB & GUTTER 4' 0. GRA TYPE I MATERIAL —S.S.D. TO BE INSTALLED UNDER CURB BOTH SIDES OF STREET V) Of 0 >_ LJ > Of V) 0 z < _j I V) elf Ld LL1 z 0 z LLJ Cr) z I_ _j U) z 0 0 N < d_ z < O-) 0 Ll ) z o-) _;�_ 00 ,­N I,-- r- rl-) X < LL_ rl- ,_ O-) I Lk) N I °O 00 I T_ Ln rl-) O-) Ln I O-) 00 (f) I-- LLI r- = n (/') I­' E < z < C) z )-: I­__ z D 0 (-) z 00 _j < 0 - � .j < 0 = a- z: , Of < < C) :2 - Of Ld a. y - 11-011 1-01, _� _j I . \ I vi ,., < U SHE ET NO. OF 1 SHEETS FJOB NO. 48920WIL - ' N\ AY '\ � --- COMPACTED I v //� SUBGRADE -------' TYPICAL STREET MOW-SEanON NOT-TO-SCALE NOTE: PAVING TO BE COMPLETED IN ONE PAVING SEASON 13,-O" - S�O�E. 1/4- / FT. _ _ _ ====== ! . � I I I I , .. I/ "I STONE BASE TO -// \ , . - EXTEND UNDER CURB 4' -0" SIDEWALK 4' SLOPE 114' Fl- y r• * * .. W) . . , MIN. 3" TOPSOIL ROLL CURB & GUTTER 4' 0. GRA TYPE I MATERIAL —S.S.D. TO BE INSTALLED UNDER CURB BOTH SIDES OF STREET V) Of 0 >_ LJ > Of V) 0 z < _j I V) elf Ld LL1 z 0 z LLJ Cr) z I_ _j U) z 0 0 N < d_ z < O-) 0 Ll ) z o-) _;�_ 00 ,­N I,-- r- rl-) X < LL_ rl- ,_ O-) I Lk) N I °O 00 I T_ Ln rl-) O-) Ln I O-) 00 (f) I-- LLI r- = n (/') I­' E < z < C) z )-: I­__ z D 0 (-) z 00 _j < 0 - � .j < 0 = a- z: , Of < < C) :2 - Of Ld a. y - 11-011 1-01, _� _j I . \ I vi ,., < U SHE ET NO. OF 1 SHEETS FJOB NO. 48920WIL - 11-011 1-01, _� _j I . \ I vi ,., < U SHE ET NO. OF 1 SHEETS FJOB NO. 48920WIL