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Old Town Infrastructure Improvements 1st Ave NE/SE 1st Street NE/NW (2)
CITY OFCARMEL Am Amw OLD TOI=WmN INFRAS RUCTURE IMPROVEMEN S FA T THEAST FIRS A VEIWVUE NORTH.. S ISOU . AND & a I w t FIRS S REE NORTHEASTImORTHwwEST BRAINARD MAYOR HONORAOL -F. PROJE_C r" nrf� !0 I i t TV C"O�..'NCIL. MEMBERS ) n 'Tr ivC.l►�MAN RiiN JfN'i v 'r. mm i r'i� �•j 1. L, t �,_,`�.._� i ' �'v � —.' - 1 a n ,'Ili N, �, N ,I -T ` ' :� � f �;_ APPROVED BY N F. CARMEL ! BOARD OF PUBLIC WORKS AND SAFETY a 1 �A. A(NARBi i'NA)RMAN I Y WALKED MrE MB?E. R g R'! f11\L 1 y-v_ B LOCATION MAP �y t r r ,r r,fl' 14 it t i V'�1,,- If( r T � T � 1 f f� t C)fZ 1Q ;jai Jr :,• ta.:— _ _�_ i_ �. .._�— _ _ • � � t3 T v: DAT L`R_)l STANDARD DATED 5, ` - SUPPLEIVEN A". SPF C11=;CATION,-. Also it A 3,(_)'-0 Rj(;hT OF WV C, ------- 4' 4" /4 PRG iLE LINE d 26 4 k IUMINOUS MATFP.IA[. B I A 17) 2,10% FOR TACK CC)AT % I,)N C R f_T fC I ( T D �A 8 A(-KF ILL AG6REGATE FOR UNF)[RORAIN --,. -1 7E #8 OMP At,TE 0 AI ('R A(,(,kL(,AT1 P,At:j `-UNDIEPURAIN GE.TAIL THIS COMBINED CURB GU T TER r YPF H UNDERDIR AIN------; ION (SEE DETAIL THI�) SHEET) 1ST STREET N. W CROSS SECTION -,Pr n PIPE �jp 14 STA. 10-f BJ TO STA. 14f62. 56 LINE "C R( :1 PL-!NE TRAN`�A'TI(JN` T(; 0, '7,LIPEREI EVATION 'A 11 +`>1) TO 1 (,7'c TRAN':!T!'_N L)IACRAM `,HEFT 3 - UAIDERDRA IN DE TAIL Ni'l kii iT OF WA'r ()R 1 7' '4 Tj NO TES L L N A T C L k- 'V. 4 - IV I I VJ M (-[ A',,, H E (4 A MAIL��'ik H 1 PAINF P �np TF N 6AIT[PED T _T -- -- -- RAIG 1H T CONCRE F CURB I S T S TREE T N. E z1N1 . W CROSS SEC TION IIJ N IUL RD P A N' A!-E 1 `2 1 I I- ('-EF DETAIL -,H'L iSEE DIFTAII. THS "DHEEI'j D100 FA. 14+86. 7,9 TO STA. f8-� 48. 05 LINE C" (30 ' /),1Ur_7r— OF- WA Y) �__ __ -_----__- -_--- --- ----- --_- '_0PFPELFVATk_)N _-"1Th0N'-, TO T OF- WA S; � jE;ITnL�"00 A. 1,9 9,3 TO STA. 22*60 LINE ) ��34 ` R161171 T- It I RAN'-�!T I�_)N (11A,",RAM '_1Hh T, r,1 T_nF WA Y) STA. 22460 TO STA. J 1 17 LINT Q0' RIGHT—OF— ------ Ai�!':Vf_AN( U W.T�4 (I it SIDEWALK ADJACENT TO URB T! I A' "MIN011,'' .2 1 11 7 i _-JD[ WAI K LEGEND 1) V� M N41 T Ff 1 1. T . # 7 F 1 N R U N[)E R D R A I N i 10 M N,()IJ (SEE DL TAIL Tltl': SNELT) # 1sT S TREE T N.F. CROSS SECTION TION A # Afi t Ll, STA. 18+ 77. 41 TO StA, 19+ 93 LINE "C" J _Aj 1 1 _T J i Wi TH VAPiE') R I T! V,1 J;�,41 r- T P� T-1 j jf,� VAR'.A A'-0 0 14 14 [)I PiMINOU") MATE RA'c i - F,'R A'K A. 0% t APPR W� 0ATT Z M TYPICAL CROSS SECTIONS f tjNff PER AIN IF UNDERDRAIN (SEE DETAIL THIS E N 1S T A VENUE W CROSS SECTION (SEE DETAIL THIS SHEET) 1ST AVENUE N. W AND 1ST STREET ' ' ' Transportation do Consultants MAM Development Con. STA. To S TA. 1 + 91. 20 5 X00. 00 LINE L '-T JU N E, 1 9 Y/ WE c 2 7'7. -40'-0 RI( T OF WAY o RilHT [D- E Of RIGHT FKE (-)F 4 FAVEMENT SIDEWALK UTiLIT� STRIP 4'-0 PAVEMENT �i[)EWALK UTILITY STRIP F ONE "D'I 0% TE VARIU:� 26, I B!T,UMlNfj'lJ"-, IVIA� R!At 7 (LE ro '�K COA P , K P IA( — 0 9 x 02 MA x ' '),0% i? 9' x 0 018 9' .0 2 0.18 F LLEFT EDGE OF LEFT AND RIGHT LEFT AND RIGHT EDGE Of PAVEMENT PAVEMENT EDGE OF PAVEMENT IS T A VENUE S E IN.E. CROSS SEC T1 ON '------UNDERDRAIN + SC At F I I' (SEE DETAIL SHEET PA VEIVEN T EDGE TRA NSI RON STA. '25+39 TO -STA. J2*30 LINE D (NO UTILITY STRIP, 5' WALK) (STA. 11+50 TO 12+95 LINE "C") STA. 32+30 TO STA. 35+ 17 LINE "D STA. 51140 TO STA. 58110 LINE "D U-1 ry 4!, p XE OF PAVFMFNT I 1. # F4 x 0 19 4'- 0 q')r WAJ 0 - 0 19 9 5' x 02 = 0.19 I-iU t & ERIAl 1 44 7 1. b�k-UN!Af� MA T A( LEFT ED(-,E Of F T ANIL: Rl(.,HT LEFT AND RIGHT RA VIE ME N T (7, ',,A MENT + EDGE OF PAVEMENT PA VL ML N T EDGE TRA NSI TION F F t STA. 23+50 TO 28+00 LINE "c') IS T A VENUE S,.L-. N. L-. CROSS SEC TION UNFA K)RAIN (SH DETAIL '-•HEIET 2) S 7A. 4 9 25 7-0 IS TA 51140 LINE D WIDT�-] V�,Rll-`- '-Al' PL 4N A P, F I I I L-,.F I'S STA._ %5/8 10 TO STA. 69115 LINE D "IT LUCE o� t I( H!o v A N Tit )N Y-)4 40, T C) (=> C, PA VE M E",j T Tp A r C I 'D M, H INC T O2 o x 0-1 = 0 22 • ;i WAi l-, d T:I- "Ji,19 ANO R161-111 LIFT 11-DI'l f+)F LEE T AND RIGHT H ADE & PAVE ME N I j.__'IF �)i PA Vf Mf N 1 FD(Y,F OF PAVEMENT PA VENT EDGE TRANSITION f R!All- , PA V1 (STA. 59+ 40 TO 64160 LINE "D ') 'LEGEND IHL UTAll- `,H E7 1ST A VENUE N. E. CROSS SEC_ TION _ALL I 171 STA 69175 /7-0 STA. 7,3-f-28. 58 LINE P'D 0 i'D. B BINDER #8 -('R #9 ON 4" (,�OMPVIFID ACli-;RECIAIE BA-)F ' YPE 'It-)" (DN CC)VPA( TFD A(-'('.R[ (-'ATF BA'_-)F )N C 4" R F TE -H T J WA I', Otl, R� T CURB AND (-,i)JTFR. TYPE 11 ARAI�_:HT C IN, p t- r IF CURB DE N MILLING 1 t WITH V4 J EITUVIN()!)S SURFAJ L 4' j VARIF 0' Ttj I'- VARIABLE Dl Y -i BITUMINOUS SURFACL #12 clilliMiNC)jW�) MATER!AL H! t�UN(�l I�M RIAL -j"" A' )l,, iA(K I�,AT T A (),4 A, V -1. 4 ly TYPICAL CROSS SECTIONS ' ->FE DFTAIL SHEE 2) ------LINDERDRAIN N. 1ST A VENUE L. E CROSS SECTION (SEE DETAIL SHEET 6()9 i 0 1 Al E ,It 'A 1ST A VENUE S El N E _STA. 35+ TO IS TA, 49+25 LINE D S , ON A 1- m 3 731 _ - Q CD CD o — ---- ----� C 0 c 0 0 i i LEGEND STR No. 50 _-!=-;I , A,1)tJ"it !.'j<.!I11.'I tr� * k of ) trf I C,-�- U , r ' 1 '— STR. No. S3 � �� ' BEGIN PROJECT � `' � -- _ � ���,_ � inlet Type M-10 with STR. No. 55 y » » I -- ly ! PT f i 0 RCP R rncv Costing & C ! z t; - � NCB T -P �rA !� 3YDpANT - . STA. 10+82 , c�r��� -1 PI.,cN NFw � � �- . Rirt, EL_ � 3 ,� r--- r - 1 n Q i )� ! r \YJT� cc ! D , RELUi ATE Slt;tl ,!) - 4 - lE, � . i .� G � II -. N .e r. � ` ,7 tlnq i e (� I q Tr) vY- _ - " 3 i0 7� EA K OF WA E - } TE - - r' � tr1 �, W- 1 ` ' N L A f WAJ k r"(,e , REMVVE Xi r�� x t �rDEWALK & t 1.i CEMENT CONC PAVFME NT w . �' F'1 REPLA! E t�';S!�D: FIR URIVE.WAY`WC A =L! F ) CONCRETE SIDEWALK, 4 IN (_' --- M�.)'I l[E) (_(_Nt)C, �:pI RAM E I © P YP T aF R/w } 1 __.� 1 1 " — _ F? CONC CUP,P RAMP, TYPE 'N' MODIFIED CONC f l IK6 RAMP, TYPE N l 1 - _ , z t. 1 i LINE (1r! — {' j LIB Ar PROFILE GRADE Q � t.M^i_l-_ AvEM_."�! (SEE TrrCA't- SECTION) f ! MN A PROFILE GRADE LINE .P #7-.. �' �' , - _�`? 1,:+. "-ewer - _ - o �E of F -:�r, >� - _ _ - !jam) LOUIVALENT TCI ;!�RFAfE IN PLACE _ PR-0..... _. _. . _.. _ _ _ i E'ROF RA.D _ �1a+as. r.. . ;y6 K F 1 i' - FI�,E. GRADE G E 1� � I �9 P - 7 6 t �i ., r>t j rk� MIL_!N(, J!.� N1, J tom_---- ------- � I RE' RFA — — -- -- -- — I � �--_-, .._, � - ----- -- - -+-�C, --` - - � - - -- --- ---- --- -- —.- — ,� - , -- ---- --r- ---- --- ---- - _ .---- --- _.� � (1 �; COMBINE_1N , .,. RE T -!JR_ 1� GUTTER 15 EXIST. HALF R Vlf —.__�__I.� ,- `� � - — — ..:. ..-_ — __ — __ _ '�== -- _ � I ,_ _..: s� r :� � �ntv � I — F .� C.-) 11 DEPRESSED CURB ISLE DETAIL- SHEET _i N T n Q IGHI PO E DETAIL FE �2 I � C LE {SE ''>H� T ) 3 _ - - STR. No. 56 } REi C)CATF STCO '� ■ METER EASE ON F)W-11INC• POWER POLE WITH k1 ! k W ATE 0! -HT PULE i D, -- . �'w , I Gernr,v stir)� } cr I 1 ,!f.t� C; ACK )J 11� L 1;06 AMP r, t �d- ! r 0TH.[RS) �('i,;cs ! Dr h � _,w ) Place NPw� ��ostmq IW- tit MAIN R AK R PA { �W _^.4 ? L 1 r 17�C Or '` r I_`F t _ �` �, cfi ( , 6 E L PANEL _.� r � �` I I - -- 10 THHN WIRE IN i " PVC J v f -- DETAIL ��f*EET ��,, i _J f to + j,� FEtOCATE P!�WER PC!LL -� �- REtt1CATE MAILBOX tX 'n (�?Y OTHEh�S'', Tk. 8A('K UP C(JRB \ STR. No. 52 --- STR. No. 51 \ T MATCH LINE STA. 4+50 "E° _ RELOCATE r'OWER mitt 1('� w1+r [ A; ii15t 1_"J5{Ir1,� f<' iBY UiN��i` SEE SHEET I T ,_ I ALL GRIV;_ RADII T RE t;NtE`,�, !1THE.RWISE NOTE[' } AL� - TRH E T L:At)!i r�j BE 1c,' UNLL>5 (i IW�RWISE NC)Tft) KEY MAP 1 . i - - L L. L E "['RANI ON t M �J�..'t',%H A`�1 1,=NN � r�,f�� � k H r ,, I ) t�!:IR IHi VIT trRNL P (.5r '�;T ' T N(IR THEA'-,T I — PROJECT LIMITS ttEV _ �i_ �; NAIL Z _ - A - - - - - �L . _ f- _ L � I +1 t(F� T , � { Gj } �:r 5 ]j P to ! + I i r V I ;1 j+ i r. V I ��:A ?4+,)�� 18351- i JI tLFv 2t ; - .� _ - I r '. �L1' � � h. I v , V t G - i V I-_� � F 4 � T L V � ?4 5 I --------- --- -- U I { �7 F''E T C ELF Q i t I I j 83p ' - - _ 830 r r T 1 1 t v t l U TII i I : v 1825 - - 1 - +UL', 1 iV I i - I t I _--4 I 820 I r 815 , , 4 810 I o cr- 1, 1 ,tip r,l n� i I 1 I u _� or PLAN AND PROFILE _ - - �,, ST STREET NORTHWEST IC a to Cz 7 O t� t-: ,r \ J S _ , O Q Q V s I I of -`2 _ 14+ t CIO _ — 15+00 Co cc - - 0 11+ 12+00 13+00 ___� 4 73 C) 0 0 .,o 0 CD 0 0 o a I + + + + + I Q0 00 O t--- N.. i LEGEND -XISTIN . aSTR. No. 58 M M! rt, ,i JvA Lpl ,lNf I Ad}ust Castirng [. r v������ i ';E _ • to Grade w na F iAln , Nf WE 1 J, i+E IDI,+-iUS THE E ref : ;u; P E+"iU! 31)-:H 1 REMOVE 24" TREE � & STUMP w STR. No. 59 _ n Of Adjust Costing 1F4FR c,..nj N (-loss III Dr CI. III Ea, REMOVE 4 TREE I w Y ti to Grade �W_'3' -i w-20 & STUMP V) Q I x w I [ I w _ Class 111 Dr PROPOSED 3 REMOVE E>eI ;+ENG �PEMt1JE cXi;TING w 1 I CEMENT CONC. PAVEMENT ; iDEWALk Sc 'l.!t WALK F DRIVE AYS (6.,) REPLACE_ W/SOD i ;.4,H VE W/` R �00 �� r 10 �R w RESET -,IGN (Fi) � fFi) CONCRETE SIDEWALK, 4 IN. «, MODIFIED CONC. CURB RAMP, TYPE '0' • 15 EXIST. HALF R/W cFs; t�sl f F,a —_ ->—t - -- -- --_ _ �-- ---—_--------------------- —_r _ _.— ,__-- I � i5 _E —IS HALF R W — _ — -----,. — — l v R ESET c ONC CURB RAMP, TYPE 'N' u7 1 F MODIFIED CONC CURB RAMP TYPE 'N' 7 Q, . -- � ----i•� - _ —_ _ _ -- — L PAVEMENT AVEMENT SEE TYPICAL SECTION)i8+?7 at 2`_ C114 Bi TUMINOUS_Ai) 17 LINCn 1ST S TREET N W.�— 1ST. STREET N.E.N E. �) O I V A L N T To SURFACE IN PLACE n 1 K RFlic 62 a�7 uM!rj.u RE ACE LINE "C• M 1�t INC & RESURFACING --..-.—-- --—-- —_ ----——. ---— -- F f - W COMBINED CONRET E CURB & GUTTER DEPRESSED CURB DETAIL SHEET 2 Z 15' EXIST. HALF R/W F. 15' EXl H ALF R/W 4( GHT POLE (SEE DETAIL SHEET 22) i cF� �_A!I Pi)-wr- Pf;lf t \ ■ METER BASE ON EXISTING POWER PO LE WITH I I (?i� i:il(�_(�_:) v 1-_--___ 100 AMP MAIN BREAKER PANEL � kFIN;TAi 1 WOOD WAt L-' ;AwCU T STR. No. 60 x -- #10 THHN WIRE IN i" PVC / PC Ac Sif!MP I I `9 Adjust Costing j n PER OWNER. 0 P,/w "�F�) � j _ 3 to Grade �A'WCUT (SEE DETAIL SHEET 22) it Of I i w -t 2' �' � TR. No. 61 V Adjust Cost,nq 1 w 3 to (,rf aljP W_14. X _ C a5 Dr STR. No. 57 ALL DRIVE RADII TO BE 5' UNLESS OTHERWISE NOTED. A a nest t o;tin� X ALL STREET RADII TO BE 15' UNLESS OTHERWISE NOTED w � t 1 � tt) t;rode KEY MAP 1 ` , t , JT B M - NORTHEAST BONNET ON FIRE HYDRANT AT STATION I 16+48 5, 16 S' RIC;HT OF LINE "C" PROJECT LIMITS ELEv = 82g o7 i lT B (M — A Rhl R ,A SPIKE ' I Q ,TATION 20+60. 0 I t LE, 6� EF.N P POWER OF LINE POLE AT { I + °1 ELEV = 833 02 I I. #a - PK, NAIL SE T. 5 T A TION 1'j+09.22 "C" 'JFF SE T !338' R T • EIEv. 89.93 _ - -------._. -- --- --- —— P 'V 1 ST* 21 +00 I V ! I P V i EtIV. 832 35 I 1835 - 3 I - I f C SIA , + +B CJ_� ! PaV+rJ( -� _, IA. +,_, 77.41 Z i I I F�EV R r ELEV 8�_9 3 f t I , ,t � ' 830' - 3 t. 1 , , 825; 1825 820 --- i , 1 8151 815 I _ - -- - tom') M co M ^J r r �_ 0 PLAN AND PROFILE j, It A'E A 1ST STREET NORTHWEST AND NORTHEAST r k0 I ANG ,f I , T!('11 ,n ,v 0 Cr) O n? _ T 2� [� M `�`� ) / 1 ^2 [ Ln nj ^2 CO 1 00 co co cn co z: � „� cn L -- 16+00 -------- - --- _ --_-_ - -------- ----- _-17+oo - --- -- _--------- .18+00 --- -----__ _ - -- ----- 19+00 ------- -------- ------ 20+00 --- - --- _ _ - 21+00 k CD CD CD CD CD c: i CN Ln CC7 STIR. No. 67 Inlet Type .3- 1,�( + �r'•, T ��It_ T;���., �,�ti� I STIR. No. 73 LEGEND �nneC. Existing Pipe S No. 68 per err G '- { � ME-L--_- JJEC_J � ce MI.,10 with Ini� t l 4� ! I �c 45 1 T I t 1°� KCP txf TINC, °33.18 l__..._._ ___ _ _ __J � - ! pp� Adjust CUstlr',I to Grode I� --- T-- -.__ -___ - _ =- O G. , tL 6 9 � E� 18-N, R -�-- r � - _ � L J E Rim E awl Instz,�• C:t sting Type i0 UAY TOWNSHIP (� 84 k ---- -- -- - - I,onner t Pipe If om PiAMIL TON I, > c` y (; 'Jl7 S; �+ ti+ 1 _ "1 COUNTY Ir STIR. No. 66. (mss I J T(� "`' '– —7, ` 1 re No. 101 TA 22+6� ct� f �fr�C-u - . Remove Strucfur ` '- �`_ TA_ �it_I �L)�.�I,_, J�� STR. No. 69 r A ;� s LET of ;5„ - _�-- _� A r STR. No. 71 Just Costing Existing Pipe 7 SEE S�EET 13 c to ;rode Rim L = 84 .4r t._ y, h��luSt a°,ting tr) Grode � `� » »// t E t tJ` J F , 1 — ---- - -- --- --- ,MATCH LINE STA. 50+50 Q STR. No. 70 s _ j FA 22+ 16,85 (, _ i -- 11 4 Inlet Type J-10 with 4 K s 4J ,' Y r ;n •,H C �. I � r I ,; �� ��+�� �!� 4 z 10 LFT of 120 RCF to i`. z �) a �� X� Rim EL - 833 90 (_— { ___ cn E x ;T Q w x l r LIC,H T l X s� 4 w Cla Dr C . os ! POl I I i I E 2 �� El. - 830.00 - _ lass D f?E. )',A?E ;iC TO- i P(' c•t o !} �l �W j * s N wl E k __—.. -!ass f11 Dr w C S El. = 8?9 8t W= 7 --- BACr: OF WALK t KUP + Z 1 S t1 F a ) �- W- �C: C,FM[NT `.ONC. PAVEMENT I — �� _J �F • RELOCATE , i�;H T POLE -� E r;' F D VF WAYS _ c 1 K "---RE I iGN (PY iiTtiEF r% FOR RI S (6"� i i U - -. RESET SIGN> �-- VARIES 4 T `1 x i �;S ! - r :�) U tF' CONCRETE SIDEWALK, 4 IN i - ) �; , FS 3 .6' 0�. 1' ( `� — — F.) 17 EXIST. HALF R�1N � �` , i 15 EXIST HALF R W TA +t 7 + -- — -- - _` -- -- -- _=- - ---=---� `-=-=--__ -=_— F= - F� I� ,� �- CURB o ! x I o L / t�' , 50 95 O 50. 793 ! _ MODIFIED N- Cl B RAMP, TYPE -� J o C% r CD t F r' -t(C�1 C(,) CON( CURE RAMS TiPE 'tJ' snow s + I N -- - --, -- - --- - -- -- -_i_ - - - -=-- a► --- -. _.._ — w w - -- ------ w — - I - --- - w ---- -- co Fs 1$ s 1Ik RAMP, TYPE N' t i --� -- d _. — C `. P v _ t, F. 1 N (F.} MODIFIED �'ON�' c F Y E s Fs Fr -r I r LIN „�,. C. 3 K P 2 t K t �. 2 � 'F MODIFIED CO NC (' R P I )� I ., F IFI ( T _ M IY" �K� i Q K 1ST. STREET N 5 _ EL �_�N_ �� _ rE E M t (n % . C.P. ,#5, T' giTUM}tvU+1 SUntAr:E. Q _ _ _ F-- FBI L►M,N+71J� PAVEMENT EE rpICAL SE(:TION) r (n �K) ( V MENT t. \ + F3 r. Fs �Fl fs ' 1$t Fs fs A T S J EA E IN 2 F � Es 1 1 -r- w •l F { _- rs T' r - ..r a 'l wii a�: z (Ft MI�L,Nv PTE'>UKEACING • _ ♦ •. r — --j — - — — — — — — — — - — �- C.OMBINEE? CONRE TE CURB & GU TTEf< T 15 EXIST. HALF R�W t F,) �, FS) - ! (`,.r r Y 17 EXIST. HALF R�W _ ;� t Q ;'T ._,_ i i I Q / ! _ - -L r - I I 1�' Ut hF`-_u I"'I nB _EE SHEE - i w fCEL�JCATE J!(;N � 1 �' P ,T { << ���'� 1 L l S•��tNo�r72 i ( - I r i�' i0HT Pi LE (SEE DETAIL ;HEEL 21 w Fs �,.• � BACK .;F WALK �' I i J I _ k O,,sS Dr rOde { I R RA'-F n F T P( R I -} r ---} to G ■ METE. .�. N ..YI'.IN(_ POWER r(_)L_ WITH � RESE 15►vry , L -- t _ _ • f 7�5 of c Q 1W=-,7' t,!q�J yr r:i755 ( �r� ASS I nr i N )-J _ AMP MAIN ETTiEAKER PANEL _ � r 1�� 2 2' STIR. No. 64 _= y Wi 7� - _ - c I —� ' — -- 10 THHN WIRE IN 1• PVC Z STR. No. 62 v_, A i w-17 5>� = ' os I Jr EE E HEFT , d .estmq 4V t�'� i 1 V) )v s Q Inlet Type J-10 with x 1 tt� -,rode - 2l�_ REM(_IVE .,6„ TRLE _! w 4 9 �! 4 x — I , DETAIL G'1 F,8 LEI �( I[ r�C P h w ' � �TI_IMP Rini 4.L 8'2 9- ,i ,r ' n E L G 7! MATCH LINE STA. 49+50 Q I` - 1 �) NOES .. ' T , D EL - t 1'7 (5 � SEE SHEET 2 .- AIL, Jf'iVE 1'AL) TO E t Nl E` !JIHERYVtSE NO'ED i Ph`=tP{;`EU KJ, TUNE RETAINING WAL —_`_L ; TRLE1 RADI- O BL --!L Q:: TIED A' L I T(� E 1_ Uh E_ OTHERWI E N(} STIR. No. 62A STR. No. 63 STIR. No. 65 __ -- -__ -- OR APPRt��nc EClIJAL J 77 r___ c n �e 1 1 �{� ` ISVr .,-30, T 1( N '4- F� / Adfu_,t Ca�tlr'g Inlet TyF i-1 with AJ ,st .�sting � ( SEE SHEET 22A) k� erode �.4 F 1 t 1�r.,� CLAY TOWNSHIP -- KEY MAP L RCP _ - HAMILTV:N ( OU'NT'( 1 Rlm FL = d�3.4� _ _ _ ----- I u Ei = d31 00 D, : Ei_ _ 1;30 70 1 I h N I i H ,'r)RAN, ON NC)PTHEAST ORNER OI: i',T AVE NORTHEA T I ArICY 1C;T '_,i N0R1HEA T ELEV = 836 35 j a PROJECT LIMITS _ a 1(, P #2 P NAZI SET. _;TATfr,N �4-f C' �`F -;E T 1.9 L I , ELEV - 838 13 - _ nE NAIL SET, _,TAT!,0N )) r E T 1 41' L T . El_EV = 841 3� I Ir. i� �5 - 1'k. NAIL F1, �TATI(-IN Z2+60 '':6 "C T 34 - -- -- 1 ---------�II �E! � )8-�,� , ELE v - r,34 01 ` P ;.. _�A �'�+1.10 I I 1-' 41 i. ',TA _�4i'✓li r-- ,. . f4- I I I F' V I �EL�L_V X34 00 I V I CL�FV Sri 40 ! i V V; u41 %7 i I r y ' - 1ou I I + 451 I . f _ V ' L-- --- -- _ ---U I 4`� ' _ t +3 Ut"= 8401 A- - 1 - 4 I I i i r.Y I. T_LC V. = L:�.J L..Jri �'1ai �'i r) 1 840 OTT I TP - +. � R. N o 7C _ i'k 3 i P. ) v ;' 835 GRADE !NE „(,,, _,� �; _._ _. r r II ------- 830 i�4' t't ` ' a RC;P !� 0.38�o I 1 G' CAF 1�"m �-�_ - � 1 - - _ . . .� , ,. _ - ,�, = -- -� :: Oil RAP ;��o 8 3 0 _ -830 7C : R I * 8?9 8 - i 825 r_, I - _ - - � C\ r crj- C-43 co CID au - A c _ 820 _ 1 IF -- --. u 7 4 PLAN A ND PROFILE �, `-#' J1 1 J 1 1 Al s I a s Qr IST STREET NORTHEAST , 4 Q) A�� I n r, Cp Co o� a �[7 _ c. \ c u I < M 41 C� 4,f� C1 w G z r_. - � ' Chi C\j C\2 C_^j M M M 4 Q .r �? _- Cp ` Z� Qj M - C” ^7 -r M r M C''J ,, M M - ,"J .Cc 00 cc w 00 00 00 00 QJ CO C�D 30 00 6 73 2J+00 - 25+00 26+00 CD(7) C) CD C) C) C) CD 4- + 4- 00 LEGEND EXIS.11%, 44" Ami"'ji 4fj 1N N STR. No. 76 3t 1 ,)"o PfT, Yin 4 h T- RFLC)CATE '-;ICN 1 0 ij 4 PROPOSED j 046 C-A(Y OF WALK CEMENT CONC. PAVEMENT F-� V) F!)R DRIVEWAY'�-- r(,-,i-kjk,ATl UGH I >< (j END PRO ECT 0 f I H il:R (F CONCRETE" SIDEWALK. 4 IN 0 UJI T l3k (A N Al,K STA. 31 + 18.69 C -)DIF!F�l CONC, CURB RAMP, TYPE 'o' R E E 0 T17 M(- W F, J-1 I/ i HALF R/ V I EXIST (ONC, CURB RAMP, TYPE 'N' 4- 2 -T i MODIFIED CONC CURB RAMP, TYPE IN' Ln -777-77-77-7-- .111L,mot, r t to (.0 IURFACE IN PLACE I (K [01-IIVA[ENT T�,' '� -w 'E�f —. 'AWMEN1 (SE + w-jfw W aim""-1 .. .... I TYPICAL SECTION) ^ln �TREVT NL LINE K -CR #1 CID -IN(' K ST. Mll.-DNC2 RE')iJRVA(- 42 OMBINFL) CONRIFTE CURB (f) r - GUTTER c" SEE DETAIL SHEET "2) f'�D8 L-Li D�PRE`�S CURB j POLE (SEE MAIL c)HEET 22) —0 -E)F RIF 'A Tf l7r EXIST. HALF RTW 0 METER PASE (N LOCATE CACN 10 RE[J)C -j EYISTINCI POWER POLE WITH 'WA(K LiACK OF ',NAL.iw A CK ot - ----- KER PANEL 100 AMP MAIN BREA v P RE Ov, "Ti-MF M 4p, PVC#110 THHN WIRE IN 1 0 01-"AIL rHEET 22) -R. No. 7 4 P' 7 41NINC INA L ST r st n,� t��! I -'�,Je vov[ L;uf --4 1 REMOVE STR. No. 75 18-N P--4 ALL UPIVI R BE NLE'�"� 011HERWISE NOTED Ll I F1 AI F PLR W)MFOWNERI y Tl)W.,� ADII To 1PL-1 I PADII '10 BE 'JN[-Ec- OTHERWISE NOTED "4.4 "AMILTON All ��44 KEY MAP ji TE V N;)RTHEA" B')NNET ON FIRE HYDRANT ON H�0kTHWE�TTK �,P�1 A'vT NORTHEAST.ORNP E E T N C IR E PROJECT LIMITS Ln' + C PK Nm"�L SET. STAII()N '-,"94 1)F' SE T C� 4' P T L F V 349 77 T �.Al 71 -TA 'OiOt� T 14 p v A V :4r' 855� -- 850 850' 4 4 845 + � 845: J 'C*4 14 840--- _ -' 11840i ------ 8,35 83 L—j I 830 18 3 0i r PLAN AND PROFILE 1ST STREET NORTHEAST C'4 !V� L '�S/TRN 0. Lo co cn 00 011 Q) kj) 7 73 M <r i co o- co CC co cc A �1�- 00 co '�t- co Lil- 00 a: cc Z�� Co 00 32+00 1- i 31+00 30+00 29+00 97-.Lnn 28+00 r,_A - CD CD CD �. 0 N N . N LEGEND w SIR. No. 78 �- inlet Type ,I-10 with N .1 `vi Lai 2 L ?� LE1 of 1?„m RCP ti ;r ; p Rim EL = 848 54 - , - h I' E l B44 67 STR. No. 77 �I rz REMOVE TWO STI_�MP`� r REMOVE 1B” TREE & `STUMP D > El = R44 4`r I rI. & ONE 1, .. STUMP .-REMOVE 12- TREE �TLIMP Nn WL�rk Req d. ' E JE E 1f REMOVE THREE 12•, STU P< jllo" i Dr 111 '!1 1 //� REl_�)CATE MAiLBO• 1 RUPO_ E E REMO'v'E 14" '-,T!-IMP- --- RELOCATE MAILBOX TO II �� � C I 1 , ''iC1 BAt_K OF WALK + RAtJ i_+1 IWAI F I t('i CEMENT CONC PAVEMENT � RELOCATE I(,N T( - 1 I - --- 1 FOR DRIVEWAYS 1 BACK OF WALK } 5� _ - - - - _ IFS I 'l �s) _-- _� ��\ - - -�- - _� (F� CONCRETE C.IDEWALK, 4 iN I 20 EXIST. HALF R�W � � � � � n BEGIN PROJECT _ _--_- _--- -- _ - - -- - - - - -- - - --7 - - t \ � --- - -- -. - ---- - --- ---- - -- - - - --- -- -- - - - - ---- D CONC. �,U T Y E L —,-- lF.) Mf)DIFIE � RB RAMP P 1' STA. 25+ 36.4 D + (170 c0Nc c�IRB RAMF, TfPE N' _ r P.- #3036--, (r.) MODIFIED CONC CURB RAMP TYPE .•N' f BITUMINOIi`I PAVEMENT (HE TYPICAL SECTION) I -1--- — I Q -- ( ) E01)iVAI FN? TO Sl_IRf ACE IN PLAT-,E. f c R ��- to 1ST. AVENUE S.E. L E D �R - �R MILLING & RE .UREACINt: I I I �• - -- -- --- ---- ,_ —.__ -� -- ---- - ----+ -._--___ - -- -- --� �- -- - t -: _ _ t 7) COMBINED (I NRE?E CURB & CUTTER ---- ----- ---- - - -- - ---- -- - —----- '-� �� --- z. --- - _- -- -------— ��T mss- 1 I)i_A TE '�,I1,N TiJ ,- } t s , �. Rr t -1F �, u %� ME.NT (SEF DETAIL SHE ) �. rtACh ��F WAck� ----- - - -- �r- �. - - -- - -- 1--- --- - - --------- -- --- --- U A '2 _ t...-- — �F G t+ r ji � Z ,� �. ..7 . VF� F T(' L ii!''1 - `c �s�.-� C` tFs) w - - ---r---- - b6 PALE +;SEf 'ETAIL SH[_ET 2-'} , 1 F 20 EXIST. HALF R/ r.I Q I - - r F T N EXISTING POWER E � • ME � POLE WITH - AMP MAIN B EA E El i'EMI'''ti'E �`,, .(RE ,TIJMF- ; Q T , 3 r / 1�I,;E y � . i r K P AN , ,EL�1CATr �I�,HT FI�)LE I - R`EMI_,VE 1�• ?R�t & �TIIMF'J f jt I THER` REi .lc_AlE '7o,N TI�; �1� -- -- y10 THHN 1h9RE IN 1 PV( 2- I !-;A'�r; .,F wALh l Et_c"l-A?E ',iCIN Tr1 - t;EE DETQ-iL KNEE' "'� j f.i LIr SAI;K f'+ WALK_ i STR- No. 79 ALA DRIVE RADII TC BE 5 O'JEE'S�; !',HERW?SE NOTED i ALL STREET RADI: TO BE 15 iINLES C:ITHERWISE NOTED KEY MAP ' 4 , i -- -------- ..._-.__.__.- _ I Ni}>� 'HE A'-T RON% T L-IrJ FIRE N)I)f ON I'r�r A'= `i)RNf n '-) F;Ih ! >C?�iTHE A T I AN' ' ,T AV- PROJECT LIMITS I I I ,E 1 Pa `7+146,4 f F NA � A>�iOE:V - 848 '.�?L _ .. --- --- - --- t 11 6 , L T _ r �- v TA ,# v , '.I A 2E�+ 1,) j �.1A '+4ij 8 k P v ' ELEV t"t 0` �' V I EiEV 85(1 zQ I F' �,'I EIEV X48 F,� jl F' #31>>1 Fr NAIL ET STATIi�N `) 5 38 L!„ -' 0 , �• I I - 1'!(I � `� T c'4 I�; RT . �l E V bQ�1 ti,3 I , 855 855 � I � I F I I I � 1 I ST A 5 f_9F 40 „D t 850 4_ cl� j I - .. i o PRt) O SE i GRACIE I INE ..D„ 185U! I - Oct 845 � � � i II 840 .. i 1 m1, W _ C=) ! � �U I i I 1 CL- M4 PL AN A ND PROFILE 4 fl . FIST A VENU E SOUTHEAST -C? �` k �, � ' 0NA� r � • I v 00 _ cc 8 73 L 26+00 27+00 28+00 — --- -- — I Q —----- _._-____-.------_ . - ---- -- - ----- -- -- ------ -^-__..__-�. ---------_ - ---- --------- -. -__ _ ___ -- ------- — -- -- -CD CD o ° ° o o 0 0 + _ CD cap C) NO r STIR. No. 88 1 InIPt T.,vP *ith LEGEND j E i(; NG EL _ °i5 SO ` t 835 Da U ,Vr, I STIR. No BS STIR. No. 86 �41 1 r i> oAt_. C iNAL f� f 4 > d. +N ,i,_t 1 ° -- --- -- Krfrliwe i ipt J� LF! STIR. No. 84 o G�ode >t ;? Ptpr --ec! Hole h M Ad R,sL Casting �� � I -� ,t „ Str No 8,7 �a r�' �ti air rt,r s� � 1 T _�, 4 i� �,_ II ;r+ to Grade ' --- -- RELOCATE SIGN, N ��r STIR. No. 80 JPE :UTTER TC� ti. ( - TO UTILIT'( STRIP NI. i� -0SIH1 G T 2 '� t g D, A�:N TO ,TPUC URE its" j 0' EXIST. HALF R/W t < . L' dS5 Ii! i Ids_ i L!. ,r t LIGHT I •'�r- _ ! _ _ _ _. .,, f, - r ! - Pi%LE 'BY _)THER' _ -- r b, --= —S I l _ PRc�P0 k M :IV( + 'REF Cf,�ss I Ur I �,-C P #3022 r j J i W I '� �� �j R Q tCi CEMENT CONC. PAVEMENT } j - K �i 4 R DRIVEWAYS (6 CONCRETE SIDEWALK, 4 .N.2 ExrsT. CALF R/w IN n 1 --- --'—�--rT J-J--•—- --- \�' �_-,� _.-=�`.._- _- _-_ -� - _ _ _ -- - - _ _ . _ __� 2' -C - ± Z sr i M OD I ED CURB RAMP, TYPE 0 L , �,' CGNC CURB RAMP, TYPE 'N' -- -- - r __- _ .__ _._._._ �F., OD ED _O CURB RAMP TYPE 'N' - - -- - --- _ - - - 1 1 - _ 50' 3'13° � � ~ I _ ►-- -- _______` ___ ___._ _ _ : -. -- _ r 20 EXIST. HALF R/W � -- �_ F� M' !I F I D N C (I R A (�1 � F � � _� 'E.. CO NC ..J 8 RAMP, TYPE 'K' 1 r �R1 _. i,� -- -T SIGN - _- -LINt C� 1$I. AVENUE S.E �R BITUMINOUS PAVEMENT EE T P C SECTION) f i I t� �� ' � r (K) (S Y I AL C ION) ( #' _ .- 1 P EQUIVALENT T(; .-,URFAI, IN PLACE � r _ S � .. - z - — - -� - T TIES No. 87 =:� E T P. F OF tN R1 gc RE IJRF ;iNG U L i ►- - __ - _ _ _ - - _. _ - _ - -- - _ - - ! i _ _ _ - - ----.� - -- -------------- ,;Y, A t COMBINED CONRETE(C CURB &R T < <tu�5 r,tr COMBINED I GUTTER t I � 20° EXIST. HALF R W �. (F.; ���,`' �, /�_ - - ,,r,�F �� , T �r ?1 ' / 1� R - - 1i1 jlf �� 'F" REL,)I'ATE PI7 R POLE- -: i t »� I L- FA'AMENI PATCH ;,SEE DETAIL SHEET - i ,B'� OTHERS) LIGHT POLE (SEE DETAIL SHEET 21 ) I 1 ; f �� • It + r ■ METER BASE ON EXISTING POWER POLE WITH ' 100 AMP MAIN BREAKER PANE! - -- No 3 STIR. No. 89 _ _ STIR. 8 R J I i i �i ..-�) "�T - A :rode inl FT' r,f 1 `a R(;F 10 THNN ORE IN 1" PVC l f7. u A c nlet T ,e M- 10 with 1 � � jai;t a..tul,� (SEE DETAIL SHEET 22 Ci i i j M Irlrn STIR. No. 81 j Ad)LJSt (�nStnl� D _ I. . � EL 834 f sr N )Es j to grad? ALL `DRIVE_ RADII TO BE S' UNLESS OTHERWISE NOTED, STR, No. 87 ALL SFREE T RADII TO BE 15 UNLESS OTHERWISE NOTED :rude KEY MAP j r i f r;)PE (,LITTER TO j P - I l DRAIN TO STRUC TL1RE i I 4 i / I i ( 1K �• _ i I jT ; M - NI)RTHEAST BONNET ON FIRE HYDRANT ON 1 S�iU1HEAST CORNER OF STH ST. SCIUTHEAST • ,. -- _ —____- - -- _ PROJECT LIMITS AND 1ST AVE SOUTHEAST 1 CD --- — i FLEV = 840.67 I : } T --- - --- --- - r a 01 I A ' vI TA, fi,;) r � tir �^ r--- --- ------ - ---- -- - -- l 1 - PK NAIL SET, STATION 32+09.2. i w , �I mac:• :-� � � I Tn } ' � ' � � , 3 D t ` V E t.V, f4' ,� i � �J I t ��V 4- S4 I � �, _ + . • ' 850' L ELEV - •84'!,O, V . E EL': ��{9 l,- 1 P ✓I�It.LF`J -�b37071 T 1 nFF; I 6S' L ELEV 838.40 v - � I --- - -- --- - V=L _— v L - dt i IC r 30'',3 - PK NAIL SET, STATION 30+1001 °D" • OF-F'_,ET 1192' FIT , ELEV - 84615 845 - ' - - 1 84011 ����"' t PR iPi')• LD C,� )E , "[1" �!3. �t� AC SINE - 1835 1 ,•Q t - _ 835 � I � ; 35 23 j ) 4 `1 8 301 , (k f I I M ) 00 - j) i i i i 1 I : Cc Co 0z) 00 00 N �4 : PLAN AND PROFILE s I � � �� . 1ST AVENUE SOUTHEAST ., a �n a Ir t7 ^� G � I 00 co t C ,� Op CO I W Qj r., - - ---- ---- — -- ------- -----------------------_— -------------------- ----_._----- — - --------------- - ------- ^_.__ ---- ------_—_-_-__.__�----_�__—_ ---_.---.__ - - - --- 28+00I I - 9 73 ---------__------ --- ----- ------- ---_--------- ------- - ---_ ___ ------_ _------------- ------- --_3D+00 31+00 O p CD CD ' CD (-D 0 0 0 0 ., o o Qo 00 'LEGEND II k E_X16�TIN!, 1 STR. No. 90 Adjust Casting I to Grade � v + STR. No. 91 Clo:;s I Dr .Of W=1tl'�.. li w - r' A4jus? a�tin v f � t� , I i Class t Dr I z I �` RELOCATE STOP `..;II,N w t►' LJ TO A,,�t� , t I REL(I-I ATE U_H? POLL I I E MENT (iN( PAVEMENT THERS) i R[SF T ;ION c c RESET STIiPIC.N X X - - ")�' C)R1VFWAY Utz ,i a t kEET ,1�.IP I�tJ D 3 �_� I>rv(uF TE SIDEWALK, 4 IN — — — — — — — I 20' EXIST. HALF R W F � 'V� tF4> ' • z- ` -- x; ! ° -1 �_------ ---�r ---r — -�-L--- — - — — ��% \ _ — i 15 EXIST. HALF R�1N—� �- ------ — — _ �F,� ���.�' C:) ,; M,-,uirt�C) ����N;� I_i� TrPE �.B RAMP '0• I -__------- -- � -- t - ___ - - - -- - -- --- -- -- ----- --- --- - -- - i � --�s p I (F, !�..Ni' CURB ,AMP. TiPE •N' - -- - -- ----- _----- - - - rn ir.) Mi',pIFIE[� CON;- URt' RAMP, 1'(PE N - _ 2 r'7 _ 1 - . . _ . : - . _ - _. _ 2' E 1 7 1 1 _ _ t K, B U J' E..M t' i I I ( ,T AVENUE _ �_� �_ �__1 _ 3 _ �11N�. FAi' E . EE TrPICAE SECTIUty? P ,0 6 i " y r,r,,_ ` F Pt ACE � I � R .. _ a�F_ I LINE �� � Q � 5U-06• ��. C G� �¢-' )I C. /3021 t` r � , --�� 'LINE 'D" � E�+JIVAiENT TO SA,R �Ar,E ;N 17619 10 ' 1,.� ,S ►�-._L _ ( �"� W R, MI�EIt�(. & Rc LJRFA,�,ItJG rn �i f —.�,_� _.— (1 COMBINED CI�NRETE CURB & .lIT1ER ' —,---— -- - --" . --------- -- �T ----- ---- ----— ------- -- — __-- —---�— `- , �F:) 15 EXIST. HALF RAW ;F ) .j �3 y . _,E_ DETAIL `). E E T 2 2) I W I Q - _ - �� _� - _ - _ RES T S1,)P SIGN - --� \ F 1 G POWER F WITH �- 4Fr � T _l _1 -(� _�_- L� t J r c t –"� ■ ME1Ek BASE ON ExiSTiN P POLE ' 20 EXIST. HALF R W - l ' 10( AMP MAIN BREAKER PANEL n � � � •. RE_L�)CATE. ';IG>�- � r�J � � R � kc' �,�:,1E N� � I I F. �C -- -r-- I� 13 I �R i(! Bp.;�K ,f tiVALK #1(; THHN WIRE IN 1" PVC ,Ii; tfY $(RIP V i �_.� �.. • �;- I I I � �. SEE DETAIL SHE[- '2) ilf DT � RELOCATE LIGHT POLE OTHERS) i Q i I V) C/) - � w W ix f NC!TE' t r AL', DRIVE RANI TO BE 5' UNLESS OTHERWISE Nt'TED A L FT PADII To BE 1 UNLESS OTHERWISE NOTED. KEY MAP j U T I B M NIRTHEA;T BONNET ON FIRE HYDRANT CAN NOR THE CORNER Of 4TH ST S4UIHEAST � PROJECT LIMITS ! AND I,,T IVE S!)uTHEAST _ 1 E I"f V - 843 it - - � �� (; P ,y30�'I P'r. NAi;. ��Ei, �TATI�IN 3b+lE �3 `[i� i + O + �E R FLEV n 38 � _�TA .1�+9(i � I F� v ! TA ;7. �,; --�I ',:F , �� T _ 4 PV.I EV = `.41 i � T 850 EL� e �� I I Et�` v _ X4 �- �+ j I F' V #3r}7O Pk_ NAIL SET, ' TATI[�N �'7+14.64 "D�. 1 P V E I-V. Q4 -1 V C i ft F`,E' `,_r,'� RT , t�EV = 843 9; ! --- - - --- - --` V L ti' �I I t, �i I 845 ..._T 845' , W , + ,. , 4_ FPt pot;EL) CPALiE �NE ••rJ, __ ----- @ ,� �' __. A f 840 +, 13� 18401 835 { r 830 .t Y t T- I Q_ i i / + - i te PLAN AND PROFILE a ; �A • , _ A � IST A VENUE SOUTHEAST i ... _ ND i AN° �� c) c� r p Co T M Q� p p \ a e «, p R a o. p cn `l %r� pJ p. p Q O "7 C �• }NAT. i� I .� 1 �. 'r r�j co Cn O p M ►�. `� - ---—._---- ._—._---- -------- - ------- -_ ---- --- O Q� _ N Cvj + I }y� �y ^ M-) ryt�'J X !�.� co _ Ityr� OJ „ilJ `.1.J C..; Y, `^V C � f^' `"lJ rTJ co.. JT. YJ ..T RJ '`Y'�. ! 00 "]- co 00 .T (.-. r 00 10 a� -_.----J4+00 __ __-------- -------- 35±00 -- -- - -- - -- - ---_ - ---- - J6+-00- --- ---r-- 37+00_ ---- 38+00 J9+00 __ _� CD CD CD C) C) CD CD A CD CD CD + + r4-) 0) CD EGEND XIS TIN A A '),-4, -INK N STIR. No. 96 �'J 6!!' STR. No. 94 Adjust (-.ostinq to Adpst castlnQ C'r"de �_ STIR. No. 93 3 Jrode to Drain STR. No. 92 t(. A J t nq E P( E 4 loss !I! Jr CIL: 4f "7 H1,r W 2 cn _ o-, CEMENT CoNC PAVEMENT W= FOR DRIVEWAY; (b AT r -I P CONCRETE QlCtEWALK, 4 IN C�N 16.5' EXIST. HALF R/W "FO c:) Y All F 15' EXIST. HALF R MODIFIED CONG i RB RAMP, TYPE '0' /w + CONC. CURB RAMP T,P[ 'N' 7w� (F MODIFIED CONC CURB RAMP, TYPE N (K y 2' TION) 4_ J_ I-T R K t R AVENUE E. LINE "D" R V) BiTUMiN0LI`:' PAVEMENT (SEE TYPICAL SEC At EOUIVALENT TO 'URFACE IN 'L-ACE U C.P. #3019 2� L.LJ ------- f RESURFACING -_QA_N ?� MILLIN(J L __J 7------ ONR-E T r (OMBINED IE CURB GUTTEP F4) PAVEMENT PATCH (SEE DETAIL. SHEET 22) J 16.5' EXIST. HALF R/W 15' EXIST. HALI 'S' LI(H ll� �EF DETAIL SHEET 22) _R BA'_ ON EXISTING POWER POLE WITH ■ METER SE STIR. No. 95 1100 AMP MAIN BREAKER PANEL -SAW0 17 1 IN(' W p 'tf A I PVC #10 THHN MRF IN I -p w i ; F I - (SEE DETAIL SHEET 22) 7 711. T' No. 96A t _j !lQ TIE Adjust Lostim; tr� C'rude ALL DRIVE RADII TO BE 5' UNLESS OTHERWISE NOTED. A SIREET RADII TO BE 15' UNLIES"51 OTHERWISE NOTED LIL KEY MAP. + ------ ON FIRE HYDRANT ON 5 M. NORTHEAST BONNET ",OOTHEA(.�T CORNER OF 2ND ST. SOUTHEAST AND 1ST AVE. SOUTHEAST. ELEV 844.97 PROJECT LIMITS c) u"' P r_ +45.37 "D" #3019 PK NAIL HT, STAPON 41 + 7 q )' P T + J F',lE T 4- ELEV. 841.74 V.I 1�T A 417+rO I P V 8 .50 T -1 � 8451 845;; i )F 4 7) LINE "D" r _ 41% 1840 18401 835 ; 835, 830 8301; C)o 00 C,)a <Z5 vr Co co 00 __4_ 111. M4 ,- . Irv , PLAN AND PROFIL E 4 4 A 1ST AVENUE SOUTHEAST ' ' ' 1 a7 T Rd O k J-� N cy� C-I col (Z CQ n- co 73 r Z�� co A CC) Cc 00 021 co cc 00 '�r QO 03 co 00 co co 00 i cc 39+00 40+00 41+00 42+00 43+00 44+00 Q C 0 CD I CD C) o now Lc) Cp f� 00 I LEGEND j �,XISTIN� , M V r ! ?r- STA. 46+8125 „D,- �r CENTERLINE MAIN ST p I S i TR. No. 97 3 r u U )r' Adjust Costing k to Grade w ---� I ! Q J w I z PPPGSED = -�+ Ioss I Or STR. No. 98 J►= _ (-W_15' r iC) CEMENT CONC PAVEMENT Q v i V) IN I >v 9 Z FOR DRIVEWAYS (G",) C RESET SI�,N - _ ,ro_e w D 5' R }' -RESET SIGN 10' R`(Fz W z w RESET SIGN E E SGN _ R 1 SIGN - (�) CONCRETE SIDEWALK, 4 IN 5' R Q `` _ RST I ( P #3017 E E � G i A �' 16.5' EXIST. HALF R I o —_ -- — — — �w — — — ��'� F.} tFs� iF;) �;t i ,) MODIFIED CON+_ CURB RAMP, TYPE '0'CD +<n - ---- _ - - __ F R I + c F yT—,_ _- F - ,�� -- �- - - - - T�1 C -- --i-- - --- ---t F -�--- — -- m � �F3) CONC. CURB .AMP, TYPE 'N' - + .< _ F. --- --- -__--- - -tb+6 i 47 , ---- ------ -- — ___-_l_�:_ _ ._ -__-. __ O+ (F.) MODIFIED C'�NC CURB RAMP, TYPE 'N' ?" BITl1MINUU'� PAVEMENT (`EE TYPICAL PICAL SECTICNd) R LINE D R 1ST AVENUE S.E. 1ST. AVENUE .E _.. _ R a I _--- (n ��:��M,�� .� ,��;� c i ��T1tMluot�� ,��JPF, .E --_. -'�� t` rS EQUIVALENT TO St-IRFACE IN PLACE LINE „(,,, R K c~n O O r t- w �, �.P. #3018 2� A5+98 47 cr, li _ z - -77 - -- - -- -- --� - --- - ---T -- _ --- - -1� — - _ _f--tom_ z (.0 -° - I I F F� Fe ,,.. 1 1_--- ----------- - F} (1B T. I FS 1 2' w (R) MILLING & RE�UP,FACiNt; I w 5 R �iC:Yf r r _ _ .- �. _ _:_ - _.__ �:.__ rt COMBINED C(_ CI ;I TT F __ .__-_ i - - --------- — --1 ----- __-- - - - - - - - - - -1-�-� - -{I I -_T---•�' _. P YF. � w LJ ,� � DEPRESSED CURB F- 16.5 EXIST. HALF R/W \ t c,1 , rS , (F,Y �L` y ` �Fz _J •15 EXIST. HALF R/W RE.>E T SIGN _ Q to � I:H Pu Q S R 7 -- T A,II ,Ht V ■ LE_ EE [� . Er 2) REMOVE 12 TUMP +-- --L�' ,\ _ I RESt.T SkIN J I III Dr w ■ METER BASE ON F: I-,T1NG POWER POLE WITH i ! � -.-a W W_87' � 10 AMP MAIN BREAkER PANEL 0 I t - i I Dr Q - - #10 THHN WIRE. IN 1" F'VC 1 (lass I Dr ' {`EE DETAIL ;HEFT >< �� �w ' N_J1t` Ai.L DRIVE RADII T(.i� r,E 5' UNLESS OTHERWISE NOTED. ALL `>TEEET RADII TO BE 1`_;' UNLESS OTHERWISE NOTED ' KEY MAP I � I I _ I M R G ;PIKE !N I-) P(!LE IN THE _ } CORNER C)F THE INIFR',FC 10N OF i`,T AVE S E A THE FIR,-7,T ALLEY SOUTH C1F MAIN ST PROJECT LIMITS { LI Ev = 841 53 I +C) - z o� �' #`, PK NAIL SET, c rATICiN F,5+33 2Ti "B" -- --- I --- - - -, --- _ ------ ---, +i OFF SE T 0 26' R I , EL EV = 84314 r P V I ',TA 4` k55 j � P V I-STA 4,�+11 P '1 i VA 4$+70 I P V I �;TA 4')+ 1U F' V I EIEV = 839 95 I P V i EJV 839 3R P 'v I Eti v - 8_�` 23 1 j P v I EL.EV ;R_3; r>4 I li' P #? - Pk NAIL SET, STATIOPJ 2i+24 97 845 - _--- -- ---- I V , t - 30' I V i L = 80 v, - L c�0' ! )F F SF 1 0.3 3' PT , ELEV = 842. 06 I -- --- — ---- —T—-- _ A I FI_t_v 4 ',9-40 ( �, XC. PTII IJ I E E EIFV. _ PROPO`E D GRA[)t t1NE "D 840 -0410 84 �;% t - i +- 1- - r _ % ! E_rrt V_ 83- ! I ' 830 A 830 I , 825; L � a 3 _. --T I _ M ? _ C: tc Cie I'll cn rn W �b C* I I i M PLAN, AND PROFILE f EJ9 0 11 ?, ' 1ST AVENUE SOUTHEASTINn"THEAST - - 4 I ,. ArE yr co N tom. a a < f�p�/ 110 c J n1 .� O d) CO ` ON A �, c� � r+ i `T � o O �, O � � O � ' O o� � v� � a _ a; ��, o, � v� �,.; oo � tom. cp �+'� �•.. . _—.---- ---- --- - ------- --------- d. Q M 4i c- c Q Q r c^ M — i M M C�3 c c, M c M M cc CID ac 00 co 00 00 co 00 00 :� , 12 73 ---- — — - _ 45+00 -- 46+00 _---- --__ 47+00 _ _-- ---- - -- -- 48+00 ---- - ----------, —_ 49+00 C) 0 Q o MMONW- " + _ W4- Ln e--- Ln LCD Ln L.C7 . a Ln r LEGEND F.X I'S TIN M WA FP i ItJ_ �.a i t 'h.+_IN[ LINE • . ._ W � r t t�:'t - yti4't r. i�c :G FN4 1 N LINk -N, t Eli j� i STIR. No. 99 __ _ PAVEMErT EXCEPTION • y ( Ian S ! Dr STIR. No. 100 CONSTR CT , i [Class I Dr U'L 'RFf __-- f U EC N rC'ARMEL PR .1ECT -� N M ENI,�� Bti;N !� ..0 pipe �. W .!` Inlet Type J-1C) with I No i97-01 • !W=12 a j r �`' I_FT of 1 .,0 RCF � F fEr,rr rr�gNF• Frn„N Rim EL 837,26 EL - 835 00 i 1 t I - ' n + �,� lu M PROPOSED L: S EL 834.74 _�� I ��__ RESET SIGN (( CEMENT CONC PAVEMENT RL L T -,Ii,N RE r z • SET SIGN � i ---.- ------- -.-_,_--- __- - '_� -------- --- --_- - - ---- _-- FOR DRIVEWAYS S (6') LLJ \ > w F SIDEWAL K, 4 EXIST. 20 EXIST.T. HA F R L W F CONCE E M OD IF IED CON C CURB RAMP, TYPE u �w � _- _ J s - _ _ - ! - -- - - - - _ t; i - -- -. _ _ CON RAMP, TYPE I �, � + • / '�J ' �l MODIFi� CONC_ CURB RAMP, TYPE 'N• p 1�T AVE. N.E- LINE -` - - _-, (H:) BITUMINOUS PAVEMENT (SEE TYPICAL SECTION) o _ - ------ ---- --- --_ __ _ .� L . 1 �--- I O F-- L'� � � �;''' "�`A`�` Rr'. R -C.P. X10 (S? EQUIVALENT TO SURFACE IN PLACE CQ Li a tk ./ l ( i w �, - -- - - ---- - __- --- ----__ _ - -- -_ �._!� -L--_ - .- -_�-- ----- ===` --- ----_ _-_-: �-- - -------,- ----- ---- �_ MILLING OMBINED CONIRETECCURB & GUTTER r. {{ F- p - __ --- -- -- -- -- - _-- -_ �� --'-- ------ --- --- - _. _.._..-_ :-`—_:. -.----- ----- ----_ `---- — - __ a ._ - - __.._..._._. ..-----------'----'------__..- t- I ' l� _ _..___ _.____ -- ._______ --.___-- -- -_, _- __ _--____-- - F �— F } PAVEMENT PATCH (SE DETAIL SHEET 22) cn U Q , ! uGHT POLE (SEE DETAIL SHEET 22) ” w `� t 2Q EXIST. HALF R/Wy , 20 EXIST. HALF R/W • • f x POWER P WITH I L� II_)t_A�i �"+_,N • • • I ~fl + H REL!�CATE !Gh -'�� =RESET S!r,N ■ METER BASE ON EXISTING WE POLE Cam: • ri at k t�)F VYkI-k. I iii TO RACK �}F Wk K 100 AMP MAIN BREAKER PANEL I I k�EL0?CA TE ` 1(_;N -� I � � , — _ � " r;� n i : Dr�' - #10 THHN WIRE IN 1•• PVC „ I (— (SEE DETAIL SHEET 22) 1, 1 i w _j I ; STTR- No. 101 ----- --_--� ! I.,flot Tw,� M 1U w�ih NUT } ')6 LF T t 15"Q RC P ALL DRIVE RADII 10 BE 5' UNLESS OTHERWISE NOTED- { Rim E L = 837'2! ALL .STREET RADII TO BE 15' UNLESS OTHERWISE NOTED � = 8;4 - - - ------ -- KEY MAP �II rly i i3: r t 1 I T 6 M - NORTHEAST BONNET ON FIRE HYDRANT N i ! ( NORTHEAST CORNER OF 1ST AVE NORTHEAST AND 1ST ST NORTHEAST ELEV = 83635 , PROJECT LIMITS r -------_- � —� --__._— ��;": P X10 -PK NAIL SET STATION 55�?8 66 °B" - -- --- - OFFSET r" 07' RT , FLEV - 839 91 ! " J,' -TA ,c+0' r { �'A ) n 4,4069 I; i i ' I I t " 1 r A `,�t+i9 4, i - - u A + (_ FLEd tz7 �� i— --- -- _ rAVINi.� --------� �TtTE'�'_��38��':Jb --- - --� --- --- 1` - _ -- T �� I) r r LXt EP11C)N 1r� r� 8 4 0 tIV �, 1 �, -- t� V io I i i Nr , t.•t- �.� .�,4 , 835 834.73 pc 1830 _ N _ �' — 825 1 + , 1 U7 t� C G _J t r 00 � � co �, 00 07 cl- I I t - ! �r� A. M4.ti `� ;,� �„_ R` } PLAN AND PROFILE i : � s� 4 7I 609 rr ;► } IST A VENUE NORTHEAST I A 1 1,1A�A M/ y L M t i� GU Cp Z� L� Q7 r ( �f I M n to n r 1_ r.- t . M a <7 M cn tr M, M co r M M c ^? M 1 �^� ",a �',A� t'�� �� y c � Co _ Co � W '�, '� N N W r c� a W 0.7 W ! N —_ 54+oo --55+00 50+oo----- - - -- -------- --- - __---- ---51 f oo -------------- _- --- ------ - 52+00 _ _ _� — _-- - --- __ 53+00 �_ ____-- -- ---- CD _ o a o o 0 0 0 0 0 CD h 00 CY) o I �..� Ln Ln t n Q0 LEGEND E XIS TING + wI M. ' F r IN Ni% + ►_ r w REMOYE 36' 'TREE is w x & STR. No. 108 W I a I UJ I1J �•N ♦ hit f Utz_, F',v? STR. No. 1Q2 c _ STR. No. 106 Inlet Type M-to with, tr h 3 Remove Inlet. 2 _ (joss'1 Dr + 28 LF T of 1.: 0 RCP Adjust Costing r I I �I `f' j� Connect Exist Pipe Rim E[ - 8'4 70 Class 1 Dr ' W=18 to Grade N "� RELOCATE LIGHT QI z I to Str No 108 ' U-S EL = 832. '9 Whit E PROPOSED i POLE (B'r OTHERS) \ z + � DS_ EL_ = 830 3? REMOVE 36„ TREE - (C) CEMENT CONC PAVEMENT � RELOCATE SFGN Q + N _-- _ STR. No. 107 & STUMP �: FOR DRIVEWAYS (6") 1 r RESET SIGN TO UTILITY STRIP (F_z ��1 �� •Ln Fz F2 - - - - - - - - - _ - - F: RE-IET SIGN ,�O_EXIST. HALF R/W—� ' �'� �� - T 238 LF T M H 1 "0 PPP •T ---- - - - tr -�► -- ! (c -- - � _� � CONCRETE .,lDEWALK, 4 IN. " _ MODIFIED � TYPE 0 I j J E Ln _-�-` — -- - - __ — _ _ ___�—-- _—--- C -- F M�D'F D CONC CURB RAMP, o (FS CONC ECURB RAMP, TYPE MN' 1 _ - - - - -- IL MIAOLM Mg- + I f - - - F. MC�IFIED CONC. CURES RAMP, TYPE 'N' un 2' 1 1 K REMOVE 36" TREE � � "� t REMOVE BUSH I K 2' C.P. 11 & STUMP C P. ]2 (h:� BITUMINOUS PAVEMENT (SEE TYPICAL SECTION) Ii R _ LINE „0„ ` 1ST. AVE. N.E. /- � # � �. m` # Q v � - ) db j l cn _ _ _ __. -- Ein�M�ruu , ulRF SCE � (S� EQUIVALENT TO SURFACE 1N PLACE uj n 1 R s, w (R) MILLING & RESURFACING 2, 4 . I - Z _L__ --- -- ------__ —_ -- ------ — J 6_� COMBINED C011 CURB & GUTTER 1 /� __--- - ------ -- -- -------- - _.. ---�c. - - - — - - --- ---_ - — - - -----_ - - -- - -- - - � -- --- ---- -- - __—.- . ------- --------- _- ---�--------_.___._. �_�—. __ _ ------ -- ------- ------___. __-.--- ..., ' -..-._------.-___��- - --- __-_--_-_------------ _ � f HT POLE TAI SHEET �-6YT - _I� C LE ( EE DETAIL S EE Z_) — — — — — — — — ■ METER BASE. ON EXISTING POWER POLE. WITH <Fzr � �fzt � � � � 20' EXIST. HALF R/W �� � �� --.� ��}. Q I i RESET SIGN �� S �) M 100 AMP MAIN BREAKER PANEL _, • \ 18 -0 STR. N0. 1Q3 i - • + x L I �_ • - #10 THHN WIRE IN 1" PVC ,} w --� \ Adjust Costin �w (SEE DETAIL SHEET 22) 4 I I 9 _ STR. No. 104 _ I Q RESET SIGN J to ���rode Class i Dr F �_11 -. - -- 1 21 r I Remove Inlet & 46 LF T _� �5s I Gr - t.loss I D� ._ � C1Qss i Qr Y I Q W 11' of ?2 Concrete Pipe LW t0' _ - W 0 W=12 1 �- �� Connect Exist 8" PVC - Q ;U ►- a' Class i Dr. to Str No 105 cn W=20' C) LiJ r ; STR. No. 105 inlet TypF J-1G with ALL DRIVE RADII TO BE 5 UNLES` OTHERWISE NOTED 42 LFT ut t2"m P,<:P ALL STREET RADII TO BE 15' UNLESS OTHERWISE NOTED- Rim EL - 34 91 -- —----------- — -- 1) '_ FL _ 832 75 f KEY MAP • D.S EL = 832 33 14 j _ 1 it '6 M NC)F,Ht-A;i BUNNET Nt T t.N F RL HYDRANT Oh j S('it)74A 1 i'ORNER OF 3RD `.11 NORTHFAST PROJECT LIMITS 1 AND t' 1 AVE ELEV ._ 84- 4' c� � c�7�Lr Jji t -Ph" NAIL `_�T• ';TATION L)8+6363 "D'• + 4_ uFF SET 0 39 1 T . ELE=V = 836 72 -- P 1A 5�+5? r-- P V I '_ A � I l �i I �(_. 1 �l12 -PK NAIL 'SET ,1A1!1)N 60+ 7998, ..A" I /� J P V i ELEV = 1.,38 64 I P V I E!EV 83_� 1. 845 1 _ I ri = i ()FFAFT 083' Pi , ELEV = 83`; 17 v G V � 80` / 840 -G � ; _I ���� _ i o . � -�- 1840; -All , i - 1 835 F� �P , = DE LINE D. i R+" ���E !:P A _ L. - y i -- v I ♦ 830 � i I PPoPOSED +�TRUC TURF S -- 825 1�.) �w [ Tt.M Pt.)1TE[t � BELL >A I � Slf� Nu � IV 1 '0 Rr P C4 �2 :- - 832.33-- '� --_ -- - - ---- --_ ---- -- - "3 OF 15"0 RCP 0 86q — 1 > 332 29 — -- — - _ _ -------__ — Cn W � I _ - ___ _ - _ _ _ __ _: _ - _ _ _ _ , i. _ cc; to cv 4•'1 � ,� _ cy-' All 1 1 PLAN AND PROFILE f (01 . A. Mq � LATL 1ST A VENUE NORTHEA ST� G '..�V /� • 1,,,i 1 , r ,p �p M ... L� I M p� O � A 411111 O ^ ^ ti ! Qy �^ t. z^_ t\ .. p) t� C` M ^ of ^ }n �O �� O O ', N d s7 a C_ I � c M M Cl) �, Cl) �, M , M CvD M r. t M M Cl) Cl) >- M Cl) t a 011 CO Q0 CO �:, 14 ' 73 56+00 - 57+00 _ 58+00 _59+00_ _ h ' ^ m ` ^ --------------- CD CD In STR. No. 116A LEGEND STIR. Nb. 117 Iflipt I Yoe J-110 with �10 V. STIR. No. 115 BACK (4 WALK CEMENT C.ONC PAVEMENT FOR DRIVEWA IS L Ln -�F -,') MODIFIED CONC. CURB RAMP, TYPE '0' + ()NC CURB RAMP, TYPE 'N' MODIFIED CONC (URB RAMP, TYPE 'N' BITUMINOUS PAVE MENT (SEE TYPICAL SECTION) LINE Ka— EUUIVALENT To c)URFACE IN PLACE Lij LAJ 2' COMBINED CONREFE CURB & GUTTER LIGHT POLL (k, 20' EXIST. HALF R/W ; (I i " N METER BAH C)N EXISTING POWER POLE WITH L 00 AMP MAIN BREAKER PANEL -EE DETAIL HFFT 22) STIR. No. 116 110 —/ !n,10 �` W,th ALL DRIVE RADII TO BE 5' UNLESS OTHERWISE NOTED p" P ALL STREET RADII TO BE 15' UNLESS OTHERWISE NOTED STR. No. 114 KEY MAP � L ^` UJ -T RONNET NUT ON fiRF HYDRANT ON AND 1")l AVE NOPTHEASI PROJECT LIMITS I ELF V 83' 06 LCI 8451 L 825' co �30 17 CO CO PLAN AND PROFILE 11-:, Ik 1S T A VENI /F NON THEA S T 4 TATE C12 4 - c,) , C-) co 15 73 cc -Jt_ CAO Cc 00 act 61+00 62+00 6j+00 64+00 65+00 66+00 � ` O O O O O O O O Q _ + +- oo o r- , Q0 c0 , r--- LEGEND T _ STIR. No. 127 Ex1;;T�Nt; inlet Ty_pe J -10 with 2') L F T I�t 12 o R. F_ Rim LL 3 2 31 1 S El _ 829 26 C'I EL = 829 15 �v Gloss I Dr C16„s i D- ass I D( Close•i Dr STR. No. 119 R,_ i �� �)—, (;o _ - w=1CI wT1a' I �, �LOCAIE ',G TAW �` I -- o�� ! D �wloli�' L 5S � I I 14• W � _-_ _ -- Adjust Costrnq to Grode '� IJTIL;TY 'STRIP / -- --- -- PRQP�)S I j -- RE A N T POLE RELOCATE U611 _ t.EMENT C.ONC PAVEMENT RESET �ANOSCAPEa (By i�THERe! FOR DRIVEWAYS (6") _ . o ��; rT, (� : ----- ! 20' EXIST. HALF R W rF ! I;� ---, �<<! m �F : ft'_'RETE SIDEWALK, i � � IN _ — - _ 4 (FZ' MODIFIED . 1NC. .,!RB RAMP, TYPE 'U • r- . f O -�-- -- - — -- L `P r }. I F y � 1 Lam — 1—,- ' _ _ ---L-----�`� --- — '� �'�` ----- — -- ---_- - � l -- `�— - --- - - - - �--w — - - - O �f-sj C .)N( CURB F1An.1r, TYPE 'N' I __ c,J i t t 2' r, � C.P. Etta � � � � - ' C.P. i6 (F.) MODIFIED CCNC CURB RAMP, TYPE 'N' , t 1ST. AVE. N.E. [ •� MOCIIFIED ff,Ni CURB RAMP, I fPF .K� Q Ck jl�f1 '�rWr',i �� ;.INE ; K F.i�.t lh. - ------- ........ .. ........ ..... ._ _._.. _ ._.- ._.....__ - ... ... _.... ..... .__ _. __.-.._ _..-.... --._._.. _. - - (h: } PIRIMINOII` PAVEMENT SF- TYPI(,AL SECTlON1 +_. _ - to w Z• . ° �~C P 1 Z ( \� E� �JIVAt_ENT Tc, S�_IRFAl E IN PLA("E ' - ----- --- _ --------- --- —--- --- ----- -------------- _ t. - - - — =► -- -- - - �— - -- _- -- - ---- ---- ----- -- -- --- . -- - -- --- r------- w. sr � ---- - - ---._ - �- - _ _ :.ate �_ a� iii - -- -� (R MIL{_ih�� &. RE' UkF ACING r 7 -------------- r-- ---- - ----------- - - r ' , '- --- - --- -_ -- - - ----- - -r --- -----_ _-,._-...z.-- -a---- - - — .,__�- Z � � CQNP.E TE _Jf,6 &: GL, T€F. — . — — — — — ,---i-T- __ _j �_�_� , — — — — — — — — — — -- — j — --i • ii) GEPR€SSED C!IRS t_SEE SHELT 2;'; 1 ' 20' EXIST. HALF R/w rFzr ;,� � Q I � -� ,�, t L ___� �_� - h 0 u(_HT -,()LE (SEE. DETAIL SHEET 22>) j I ■ ML iER EASE ON f x;S11NU Pi--}VIER POLE WITH --- - � i - ('c 10(11 AMP' MAIN BPEAKER PANEL Il,s� DI ; - h E _1 -, - tip , �N RE 1' PVC i f wt IN N STR. o. 125 N - STR No. 126 �nhoP �' i (iETAIL SHEE" %Lj rm M t_ w+..h lrlr tTynF M- ^ wlth ? a E 1 N C P f t L = 34 ( P TtJ Bl!t;K. F)F WALk. � ni(r T = 14 E _ .c� L 1`t A I 1 R!vE. NAf EsE 5 UNLE-`:� 01HERNlISE r�i)tED J Al;_ ,'PEE.! RADil '0 BF 15' U'NI_E SS OTHERWISE NOTED i KEY MAP s - I i I i F M A R R ,)PIKL 12 JP IN ]HE €A`,T SIDE OF A LIGHT t I='OLE ON THE WEST SII,E CIF 1ST AVE NCIRTHEAST I ALRt)_.5 FROM 7TH `STREET NORTHEAST. PROJECT LIMITS ELEV -- 836 46 - _ p - Oit� F �J14 - PK NAZI t T, S;ATl3N 68+11 72 Ti" `F + F E E E C - P S I ,TA. 67+00 — P I S-)TA 69+00 �- i V I r,A--111+ 755 - j - _ _ _ _ ___ _ ,� F� T 8 5'� �] L �v- �3 3fi C�5 I Pvl ELE'v' = 83653 i PVf ELEV' - 83563 845 s _ - _ v i > LEti' r��2 `.3 1C P 1` Pk NAIL `SET, 'STATION 71+31 31 "D" V�' L 100' V C L 0 --� I- -- ��� --------� OFFSET 2 9`�' R�T ELEV -z , �C F (1r - Pk NAII E T, 1ATION C,y+6�I q , •.LI•. i L OFFSET 1;, 8'9' LT , ELEV = u?5.7? , I 840 • - 1840' T— I -fi r t -; PR(1Pt�S,ED 1_PADE LINE t1" � I i-1 .391 r ---��. - , _ �� �+ 7` TR 1 8 ,351 .4 S i I 11 830 I 3& - ----— _- t I — —_ --- — _—_ __— -- ----- - — 829 15 J � � III 2 18251 I . f. ✓ = t YVI{ i i � r - CQ :: O co c� �1 ° n? 0 L , i 00 al, cc QL 1 Ak PLAN A ND PROFIL U r gul IST AVENUE NORTHEAST s `. A f �t � .,. _ � � �.__ t� � - rr rJ � z\ _ c�; ', p _ ^ CQ i. Cp CD �D v - `�` wr 1 - s M Cl) ^7 M M M M c� M M M M M M M M M I,' I` w co x W W co ��.: _ cb ? N _ 4� az Qc z i � �� � c �. 0 co � 16 . I h ;__,f1. _.I� 67+00 — --_--- ---— ---68+00 -- ------- _ _ __ _ 69+00 _--- -- -------_ 70+00 — — — --------- 71+00 ------- ---_ 72+00 __ r I t 1 a mmmmw LEGEND I EXISTING I P 1;_; r! PROPOSED . . ` END PROJECT I +� �� S- (C) CEMENT CONC. PAVEMENT I {ter 0' EXIST. HALF R W �T�. �3 � �8.J� D FOR DRIVEWAYr (6") O _ CONCRETE SIDEWALK, 4 IN 0 r -_ - . _--., t (F2') MODIFIED C(I)N(- CURB RAMP, TYPE '0' + _ " I (F,) CON(. CURB RAMP. TYPF 'N' 4 i LINE D, I S AVENi)� N ! i f-.) MODIFIED CONC CURB RAMP, TYPE N' ►– - :_� _�–_ — ___ _--- -..__ _.. 1," 811UMINOUS PAVEMENT (SEE TYPICAL SECTION) i1 n, o i VA N T TO SURFACE IN PLACE I wz 2 EGL'I LE l E MILLING & RESURFACING -- -- I EXIST. HALF RfWr� Lj !1� COMBINED CONRETE CURB & GUTTER I Q A , (f-9) DEPRESSED CURB (SEE SHEET 22) 0 LIGHT POLE SEE DETAIL SHEET 22 ('t A!E ,► �_L� ( ) AN I -N METER BASE CAN EXISTING POWER POLE WITH 100 AMP MAIN BREAKER PANEL. f - #10 THHN WIRE IN 1" PVC - 1 ((.IC)SJ irr 1_W- f .. , - I (SEE DETAIL SHEET 22) NQ TES ALL DRIVE RADII TO BE 5' UNLESS OTHERWISE NOTED. ALL STREET RADII TO BE 15' UNLESS OTHERWISE NOTED • y r �—'------ ------------7 KEY MAP I r �1 8 M A P R SPIKE: 12 '!P IN THE EAST SIDE OF A LIGHT 1 I I ' POt E HN THE WE�l '-lDE OF 1ST AVE NORTHEAST PROJECT LIMITS AI'RO`;r; FROM 71H ^TREET N('lRTHEAST f o � ELEV 836 46 � I � i #1` - PK NAIL ".ET, STAT0N 71+81 31 »D.. OFFSET 2.92' R' , ELE V = 83315 840 M �r: 11 #If; PK NAIL SET ;iAT10N 69+6393 ..D.. , E.-EV- = 8;5.73 j { I 835,I 4�, ,NE - - 8351 J � � l 1 I � ---__ ,_ 118301 t f,r,a ' 830 I I , 1825► 825 I ! 820► _ 1820 r r ; f , I - i C L I f I C , �Al- Ak PLAN AND PROFILE f A f 1ST A VENUE NORTHEAST R1 Cb a. vNAI cl� �J O G� -�.,, - ________ Q3 lx� 00_----__---___-- 17_ T3] 72+100- 7,3+00 CD CD CD CD CD + + CN LEGEND �-RELOCATE SIGN TO STR. No. 120 bAi,*K OF CURB Remove Existing ti Castiriq & Place T A 3+ 7 7 New Type 10 Costing STIR. No. 122 L.j c1r, Aopst Costing ,Fns k STR. No. 123 < 4- Adpst Costinq S. C:) to (,rode At CEMENT ('ONC PAVEMENT LLJ FOR [R.!VEWAYS (6") L) 77�, CONCRETF SIDE-WAIK, 4 IN f? BEGIN PROJECT '4 1 1 C' F EXIST. HALF R/W I L.Lj LLJ 2' CD co C ,F2) MODIPED (,ONC CURB RAMP TYPE V L < �K + - iF (ON( 'CURB RAMP, TYPE' 'N' V LINE Q + MODIFIED CONC CURB RAMP, TYPE 'N' E STA. 1 + 95.34 )PEI) ) --1 Ln K LINE "E" 1ST AVENUE N.W C-P #3008—N cy Q bITUMIWXI'� PAVEMENJ ('EE TYPICAL SECTION} 7?� - T -,LIRFA(,E IN PLA(�E —- \ [,,)LIIVAt E N T TO -47— U� 2 08 (�10 IVIIL!IN( PEURF ACING + CWBINi I.--0 PETE CURB & uUTTER :[T I LLJ Ln LLJ + CURB ('�Fl SHEET 221) EXIST. HALF R/W I r 4 DEPRE`)�E[, STIR. No. 121 0 LICHT POLE (SEE DETAIL SHEET 11 -9+ Advst LLJ P E Costing L0 ■ M F I�.R B A`4 ON FXIQITIN(, POWF P( WITH 100 AMP MAIN BREAKER PANEL 'loss III Df #10 TIIHN WIRE IN 11' PVC W-�17 - '(-EF OETAIL SHEET 222, -------- :,I tj T + 4") t)4 Z III.,R TO DRAIN 10 '7,TRIjr TIRE STIR. No. 124 CL ALL U�ciA RADII TO BE 5' UNLESS OTHERWISE NOTEIL) ALT- TREETI RADII TCi 9E 15' UNLESS OIHERWSE NOTED] KEY MAP , f _ T k� NORT,Ht A�:,T RONNFT NIII ON FIRE HYDRANT ON EAST CIE FIR`>T ALLEY Y FA ()RT�jWEI- j (IN I'T �:jpfFT NORTH*-S', 1,-.1 A vE N PROJECT LIMITS a) P #30)P, 41k NAk 'J 1 TiATI ON 4+0� 9 + T 1)5' R T P v 1 S TA 2 1 8"i I F, v ! E-[EV 1835 TA 4 4 r 1830 F I rr-IV 4.'-, A T ------ x 830! PROPOc,F[) C,RA[IF ONE 825 8251 8201' 8201 -4- i L 815 r 815 o q k F-1 CN4cl, CA- Ak PLAN AND P f C, It 60��10 1 1 7 '0 ik TAIL 1��F 1ST A VENUE NORTHWEST A IL R/W No* I t (rode 2 r�j 2 Ong �)K r 4" k7d,', STIR. 0. j A J1 C\) L�- W6 - W ,rte i Ql) C14 4 C111 N- C\4 co AD co cr. ao Ir- CO 00 CO C-0 t A� 18 73 2+00 3+'00 4+00 WOOD BRACES - i x 8' WOOD RAILS r _ r. I .MIN 2 HAGS PER POSTS) . ?Tu D r ._1 I/ /8" STEEL PLATES WHITE L ORANG g WncD RA+LS PFFLECTIVE REFLECTIVE `.HEETING SHEETING '— 4" x 4' WOOD POST �a;��lL L-REEK FRONT VIEW WOOD SKID SUPPORTS TYPE III BARRICADE NOT TO SCALE ,/,,—TYPE "B" CONSTRUCTION WARNING LIGHTS REOI.IIRED ON ROAD t;:LOSURE SIGN % ASSEMBLY. CI'— C ` - 4" , 4" WOOD PO' T ---- 4 x 4 WOOD Pi'i l / 4 BRACING � p,NEtiA�_ R;OD �/� �_ Twi; BRACE TO BE OMITTED Q ., ,�-r ---q- f t)^ TAg{LrTY t / WHEN USED W1TH TYPE 111 i3ARR1CADE. 4 Tt, rJ W 4 TI; ` ' h4 Do DQI 4" 4 WC>OD POST r L' FRONT VIEW SIDE VIEW 4 iPb f fJ.t + TYPICAL SIGN STANDARD AND ROAD CLOSURE SIGN ASSEMBLY NC;, To SCALE • ,v �,, '. - L' ~<t � N1T T'.; Al:,C t: fW ,,0-j RUA[T r-'L'JSEL r1NEA�� r:l1_4 'Rt�AG CLGSE[1 Tt) THiil TRA[i +t, xM4 �(R1 D E t P 'Qi MA!Pd ST i .T�U t t 4 , XM4 (LEFT)" D #111 >ANDBA_:j ON WOODEN SK1�T(PE 01--b BAR k _4 - X r;U ), ..(`N1 Tkl,r.TiJN AREA _ l" f;LiNTROL G ES SHALL bE IN ACt_tjPDANcE Wl? I THT' INDIANA MAMIA± f CR L!NIf+IRM T}iAFFIC I` 4TH 'T -A _ r APPR I 'rte.-�-M k�, MAINTENANCE OF TRAFFIC • ��jjj / � f j c �\ .�r f r., PHASE 1 4, off. :1 A1t 0 SST AVENUE N.E. / S.E. A I � i A hp;ANA/ Transportation do a A CHECKED MAM Development Consultants N A L +us wa n-sm+sac r av can _ + I — 4—-- ----- ---- JI_ILY, 1997 :h,,+ APPROIvCD. WE 19 73. j d jo µ" wI�Ob BRACES ,� Pf R � � �1 O�� ! F I-'M I EA�,T I36TH `�T _ N GS - _ i i :MIN " BAC_S I PER POSTS? L WHI'E ._r,RAN(E �� 8� Wr�t)D RAILS 1 �'-N '-1 /8"$ STEEL PIATE'Z !- ----_- HELETW(,JE R� I�TIN<_� ,•�, Ec;ifVE 4"' x 4° WC�GD POST FRONT VIEW WOOD SKID SUPPORTS TN SJ N E TYPE III BARRICADE r4nT ,O ",VALE i ,�--TY E '•�' CON= PUr_LION WAPNINC, U:,HT'� REQUIP'ID "N ROAD ! i?"URE SI_;N A"� EMP' ) n_T lr-- ��,.._-- -4!S•� X 4("" JU 1 y� I a ----— A A pKiCif) C'(Y T i x 4� HPAClN'> t I r `a r R . bRAE i E TC} BE }MI TT C W,TH TYPE ;k Yh tv SS I 't _ m - - AR.RI��ADE It7� " 4 " HRA�,!N(, , * FRONT VIEW SIDE VIEW TI' r� W `ri i N E I H i r'J It TYPICAL SIGN STANDARD AND. ROAD CLOSURE SIGN ASSEMBLY rvClr T'__I ':GALE , I i 9 T'i N W 4 TN '.? rJ ! 1 � I AHt`.AID" _ ?`.;�• c-F•,- ��_r rE iii- EARRICAbE O iH -ANDHA- _ ON ti' IODErJ Si IL� PN J T�IJ 1- TON AHE A..i� 3RC! ;T N.W iN!I '".z N F -,1.4� TP;, rinN ARIi_A n ,r E r i�_ -'-'t`J;f?OL ')E '0('! . HALL HE .N AC)RDAN,� W!( i TH . iNPANA MANUAL � rJ_1I..,L DEVICES iIMUTCU `AJ `t U 17 J r- � T, r � t 17 �• i 1 T .,T N W ` Y O MAIN i v JU ",ATF A.PPP W Iii �I MAINTENANCE OF TRAFFIC PHASE /1 r is tl ;r : 1ST STREET N. W. / N.E. dill q Transportation ac ;y CHUXED MAM Development Consultants ws■w n rotd aM 4W (3h.w n rer A ��� W 2 0 73 - i CAS TING FRAME AND CAS TING FRAME AND COVER AS SPEPCIFI£D COVER AS SPECIFIED PRECAST CONCRETE ADXSTER PR£GISr COnCK£TE AAKISTfR /_RyMCS #- NEEDED (4 AW-) RINGS IF NEEDED (4 MAX.) ASPHALTIC MASTIC - ASPHALTIC UASnC SEE DETAIL FIG 400-05 OR BUTYL RUBBER _ —OR BUTYL RUBBER SEAL BETWEEN JOINTS , SEAL B£T N£EN ON TS ECCEN TRIC CONE OR REDUCER — — — CAP AS REQUIRED BY SJTL STD. PRRCAST MANHOLE µaA4+CX£ PYRE PIPE WRAIS CONDITIONS, CONE TOP TO 74" fY1 Dot "f. Orl 'G" CAP OR CONE.EDGE OF PAVfuENT, CURB, GUTTER MIN 6' TOPSOIL TO MATCH AoxsnNG RING PROFILE. 96' 48' GREATER PAq 4S TO ' OR SIMILAR STRUCTURE IN THE � S' OR LESS ENSURE GRASS GROWTH • PUBLIC R/W IF NOT UNDER PAVEMENT 96" 54'-66" UP TO 60' p I FULL HEIGHT MANHVL£ - - - - - - - - TABLE 404-2 MIN. MANHOLE DIAMETER'S 84" 4T GREATER IH•W 4$, r0 _ FULL H£l7;HT MANHOLE PIPE ENTERING OR P1Pf ENTERING OR STEPS AS SPECIFIED 84 48" GP TO 45 ' '(P TO 4S STEPS AS SPECIFIED PIPE SIZE LEAVING AT A 0-45 LEAVING AT A 45-90 72" 4, -48' 60, ,3S"-J6' STRAIGHT NI?U IN. 1.25 Pc + 12' DEGREE ANGLE OC RL£ ANGLE 5' NINA 4'-0" OK 60' 7Y-J3" GREATER 1)iAN 4S 10 . 12'-21' 48- 48' t SEE TABLE 404-2 24" 48" 60" !'-4' SPAC7AIC ' 'B'-BORROW OR EOUry - GRANULAR MATERIAL -5' MIN CAhCF£TE R£lk,C£R CAP COMPACTED TO 95T f2a41I.N. SIFPS STANDARD PROCTOR ) O-RING GASKET cp Q DENSITY ASPHALTIC MASTIC 1 OR BUTYL RUBBER � ��- d PRECA S T CONCRE TE - -- - - - - - -- - ' SEAL AT ON TS O-RING GASKET SECTIONS ASPHALTIC MAS r/C - A"VHOtE CW-006 TO BC OR BUTYL RUBBER ASTW C-478 DEPTH OF REDDING SEAL BETWEEN - — — — — - -- — - NO wcx OR AOCA' mu BE MATERIAL BELOW PIPE Q MIN. 4' DIA. PREFORMED HOLE TO MANHOLE JOINTS AWK9 BV A64104)CE Bc a OUTSIDE DIAMETER SUBSURFACE nLE "T' MAX. Off" PIPE O.D. + 6' i /yam 2 �4 ALL REDOING & INITIAL BAChFILL SHALL BE D - INSIDE O"ErER STUB *HERE REQUIRED W/NON-SHRINKING D (d1 MIN. INSTALLED IN 6" TO 12" BALANCED LIFTS d - DEPTH OF BEDDING CEMENT GROUT • 1T dr SMALLER ,3' MATERIAL BELOW PIPE PREFORMED HOLE TO .30" TO 60' 4' MIN 9 OF CLEARANCE SHAL( BE PROVIDED ' 66' e�C LARGER 6" ON EACH SIDE OF THE INSTALLED PIPE MAX OF PIPE 0 D. + 6" BENCH WALLS AT WINON-SHRINKING REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL MIN 1�2" PER FT. SLOP£ MIN 4" F DIA CEMENT GROUT �ti7 INN V C AVM N ` BAS£ 6' - - - w � � � - _ SUBSURFACE TILE '1° STUB WHERE REQUIRED ,G OAP N1S A4ANHOLE BASE SET ON Z BENCH WALLS AT e 6' OF-/8 OR /2 STONE MIN. 112 PER FT. SLOPE /4 REBARS O 12" SPA. EACH WAY (STEEL MESH t AREA - 0.12 SO. IN. PER - L 3" M/nM SO. FT. OR APPROVED EQUAL) ! ? ONE CO�u11'LETE LWT OF PRECAST CWgETE- 1,lAAWALr RkV 6c R6CR OR APPRt7W KTER1WTIti£. SEPARATE 8" & fa'SER SECTION IS OPnONNk STANDARD MANHOLE FOR PIPES THRU 24• NO SCALE ' STANDARD MANHOLE FOR PIPES 27• THRU 487 NO SCALE { EDGE OF PAVEMENT, CURB. GUTTER MIN 6" TOPSOIL TO OR SIMILAR STRUCTURE IN THE GREATER THAN 5' ENSUFE GRASS GROWTH PUBLIC R/W If NOT UNDER PAVEMENT INGOT CASTING No. 10, NEENAH CASTING TWE ' R-3287—IOV OR APPROVED EOUAL MIN 1.25 Bc 3,-0 LEGEND REGULAR BACKFILL m Bc - OUTSIDE DuMET£R 1 ��' � D = INSIDE DuMET£R o (( d - DEPTH OF BEDDING --- -- -- - -- -- -- r- --- "e -BORROW OR EO(lN — 1\ � ---------------- - -------� �- ,\ -/ MATERIAL BELOW PIPE 6• I 6- GR4NULAR MATERIAL COMPACILU lU 95.N T O STANDARD PROCTOR DENSITY ©c - L 'p _6' 24 6 MATERIAL BE-LOW PIPE NOTE --- -- �_ Id MIN. ALL BEDDING h INITIAL�BA(hFICl SHALL BE PLACE 1 DIAMETER EXTRUDABLE INSTALLED IN 6" TO r� BALANCED GIFTS PREFORMED GASKET MATERIAL IN � � � EACH h EYwAY. (SEE DETAIL) p� ��y 2 do SMALLER j" • I .30 TO 60' 4' MIN o' OF CLEARANCE SHALL BE PROVIDED 63- 66' dr LARGER 6' ON EACH S/Uf OF THE IIVSTALLEO PIPE I _ - - -- --- g--�---- - PRECAST CONCRETE REINFORCED CONCRETE_ PIPE (RCP) TRENCH DETAIL --- -- -- ADJUSTING RING OR FLANGE OF CASTING. AV M N It NTS SHAP£0 CONCRETE FILL PLAN SEC TION A-A --�- • • 24" I.D. TYPE J INLET NOMINAL 112" BUTYL • RUBBER BASE EXTRUDABLE NO SCALE PREFORMED GASKET J4" O.D. MATERIAL (TYP j INGOT CASTING No 10, SEE SPECS. SEMN A: NEENAI f CASTING TYPE R-3287-IOV OR APPROVED E(?UAL GASKET DETAIL ADJUSTING RING NO SCALE If 6' 6- • 2 �- --- -- -- - - - =- -A i - L� 6- 24-� ,STLRL DRAINAGE DETAILS O P O J, SHAPED CONCRETE FILL 609101 17 PLAN SECTION A -A '� � ' o STATE OF ��, 1ST A VENUE AND 1ST STREET L e, IND I A'A 1 (�� /A Trau,porial�uu�k •M• INLET NAB TYPE TB MAM D ! btu ut Gun ultauh 41wfet �1 L ��`--_.rte Y•.M%•• A••.M•"^N l!.� •L' w.... . NO SCALE , T JULY, ' 1997 ,:c MAM WEC 2173-11 C (RE IF --in[WAJA' CORE RAMP ON PA V94EN 7 Opl,Vf Kr)TH 4 PFO Coi�E �AUP I MA_t K� 4- L 45* 6 V 6, T TEP 0 -)Y/V T FILL[P I ' °REFORMED JOINT Fit t F_R SECTION -A 2CI70N D-D (REVERSE FOR LIFE 00 sEcTioN p-o (REVERSE FOR TYPE TO A EQUIVALENT SURFACE IN PLACE AIAINLINE FAWMEWT1 510EWALt\ 4 SECTION AT D R I V E W A Y S 50 ! MAX CR('Ir)S 51-OPF MAINLINE PAVEWNT S/DEWAL)� VARI�S 4'--0 ARM 50 1 MAX CROO'S SLOP _E -0 MIN -0 VARIES 5 -6' (No 5 Sidew alk Next To Curb) NO SCSCALE_ "UPCURB TAPER PRW, WIDTH ;'URP TAPER J, 0 0 5, j Tf_ I WE p h OL F- COMPACTED -ANC NO SIDEWALK CfiRB RAMP-TWE V AX) T Ez A SECTION VAX)— 4.5' Q') 107 Ft)(,11VALiNT To • B_AN c DEPRESSED CURB DETAIL PA VfM[N T FOR f1,Y1VT_WA NO W(YJA Next X t Curb; j4 wolk Neil 'c 41 SECTION AT DRIVEWAYS No �,_,HOKN PA It"N LIMITS oi (Sidewalk Away From Curb) N,_ MODIFIED_ CURB RAMP CURB RAMP.-TYPE 'ON' >A K. I Df PTH Sict' TION 4 "I. TWICk SHi A), 0 5 TYPE- v_N7 CA/S TiNC PA Vt MEN T PA VEMOV T T�-,TINC F 4 WMEN 7 4 RAW (MAI ' _� , I-------- OPE 5 0 1 MA 2 45' 3 2 M LIN,' t Q L_ A' /NLI Q)MPA C TED SANO 11j4 C,,_)U1VALiNT 4) 1 -1 - 4 4 i�--ROR�,ow 7- ___._-___ __- t- 1.-CMEN" CONCRI7111 :LJ,9Fk1 /N P! 4cY P4 YEMEN T FOR ORIVE WA YS TOY[ bAC�I`!Lil. t SECTION Q-0 SECTION AT DRIVEWAYS 0 , 0 J10 PA('7F`) -Ak-, I I M4 k VhIv, (Sidewalk Next To Curb) SECIN E-F W) PAVEMENT PATCH 7 DRAINAGE STRUCTURE TRENCH IN OVERLAY AREA J PRl)Vz'Y_ C 4Bi F /I' L i,)OP ("OWPACrED SAND 6" 0)NCRCTI -j f (min 12 do -C SEC TION _C ,-.44 VANI,_71) ` TESL Ll OSHINi ('A& -PIPC j,,Tft�' qfAVf WAli CONDUIT T RISO �AW 410MINOM POST PHO TO(I L L i'�Ai VAN147R) Yi 1 PA VFUENT I/T Pk(.)Tit' 1 3- I /c l 4 oN, �'2 R 00(,TOO TAIL 4Nr,' l-,ANI) BkWALi It- CUP WPf FROM CIROUN, 7 4L OAPN/IM Ilf A VY KAL L 'INCR[ .8 f6 PARE COPPER GP00!V1)/N(' MODIFIED CURB RA- ----M P ROD LIP RIVIq TO WfATHtI?HfA0 ()P 'WT(H BOk Tf_lV0N A- PIGIL') vAm,�.,-[[) TESL C(W001 T TYPE '00' L'�'-O COPI't-PKI0 CROONO RIX, iY6')- CONOUIT Aj A I C, t 6 A44Y J- C TYPI"AL ENTRY !NTO PiS[k i III (POLE AND STRUCTURE) MODIFIED CURB RAMP TYPEK Of TAIL METER ?F �_4W) OR HACAFU T MUI TIPLE Rf-I A f 'W ICH RIWIRIV BE-,nDiN6 TO 6 MW 71 REF TYPICAL (.ARINF T WRINi", YPF I )IVDUI T 12" MAx PHO TO C[I j N(�TE_ RIGID GAL V �_> I D UCT DETAIL Z k'l IN 7�'S SHALL BE COT Zi It. L ---- WITH A JOINTER HAVIN(_�' Al Qr LAJ T NO SCALE OF V,`4" 4NL) FILLED WITH do'W"r F/L.LE cr Q. CONDUIT ANCHOR BOL Tl� A PL-6 oMM[N0[[) RA RE, WC -C JOINT- _FN N VER5 OFTA"'i B-1 sr POLE MANOFACTURER (OUANRiD 4; ,ROUND ROD W'I t I DE TAl L C 4 0.P 1, 6)6,3 T6 ALOVINUM A01-0 )-HAFT L -- - -i FE-TKIEEN L YPANSION JOINTS (WA. SERVICE POINT DETAIL A ------- IS C-A L t SF \A(l PONT I I;PF I CONCRETE SIDEWALK NO )_(`4il BA YONE T -7 L/ CA 5 T AL IA41NUM BA_E ----- i - -. CRIMP CONNECTOR-7 RECEPTACLE W TH RI)IL T IN ACCESS CRIMP CONNEC TOP 000R IN 501 A TING L INK RC_, CONDO 7 N�t ON JA Ch E 1 (W INSULATION TRIM-1 L COMPRESSION METAL Ut.iLTIPLf COMPRESSION FITT,N(; FLARED CAP ill � - I / "�Ie ---i I tvA AL Ah, SUFFICIENT L[NCTH OF M'I !N ATION To ALLOW APIPLICATION INSUL A 77NG SOOT IN 51JL A TING BOOT — STRIP SUFf ->UL ROADWAY DETAILS CLASS CONCRETE BOTH MUL TIPL E ANC? 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IC[ (,f 'N 14-r- ��� - 1, t.., " ti I I , UiI ,[I, • v A F ---- I ,ai 23A 73 I 1 QK-R4G 70R ELECTS F'I F,I JRE�I I THRf-I 9 NOT USED IF CONTRACTOR ELECTS TO USE METAL PIPE, STRUCTURES I THRU 9 NOT USED STRUCTURE DATA IF w uIL mEFAL STRUCTURE DATA I '3 lo USED.THICKNESS AS SHOWN BELOW ARE TO BE USE D E S C R 1, LO C A T 10 N E L E V AT W N ON Ld I C, t- z 21 NEENAH u c)� z c� CL 10-- ui SIZE L. u: u P w r"', 1�2 1: 0 1- X w LLJ►Wj L RIM cz 0 (A LJ CASTINGS z A I- C4 uJ z z < (uj z- L '�j STREAM STATION 04 'S STREAM E A M STP REAM i -1 :� I . STREAM cn n L' LO c LAJ 'LL U cy- 0 3 SIS LBS L N C H F-9 T' F V. E L E 0 LE a S INCH L.fN E L E V. E L E K LLEV. CYS 1 INCH IrJ('H SYJ INCHES I KA:H A C'�)NNECT TO '�,TR(-ICTLIRE NO 89 50 X 12 imEf J-10 pf P to 835 28 10+92 "C" x EXIST STORM MANHOLE i 82690 1 ADJIjST (A'SIN('3 TO GRADE B8 33-03 T" 8 +03 D" 1CONNECI TO STRUCTURE NO. 87 51 11+04 "C" X EXIST SANITARY MANHOLE 82651 ADAKT CASTING To GRADE x 12 INLET 14 7 8 0 835.23 8-'.4 81 4 328 7 52 'C" X 12 INLET J-10 & R C P 18 82j 59 82i 00 82082 3 5 R-3287 CONNECT To STRUCTURE NO 53 go X EXIST SANITARY MANHOLE ?41 02 ADJUST CASTIN6 TO GRADE )JUST CASTING TO GRADE X INLET M-10 S(, R C P �9 820 77 1211, 3 7 P-3287 CONNECT 10 STRUCTURE NO 54 AL 13+62 ^C 91 37+52 x EXIST SANITARY MANHOLE ��4 53 12 9 8:2 3 12 TO GRADE 54 13+35 "C" X EXIST STORM MANHOLE 82-3 74 ADJUST CASTING TO �,RADE 3y+51 X LXISl SANITARY MANHOLE 842 74 ADJUST CASTINC, ( I � 1 1 , j j � I j , I 1 '( � ! i I i I j 1 I � I i � j j ' I � 1 EXI",T, INLET 8'-,�4 7� 87-110V IRFMOVE (AS TING, ADJU'-�T ALET 55 14+911 "C" X R- 03 40+58 ExI,T '.,ANITARY MANHOLE 5 i i ADJUST CASTING TO GRADE PLACE NEW CASTING � ADJU'---,T CA-,1ING TO.) C�RADE EXIST INLET +82 "D" SANITARY MANH e)4 0, 9 r, 56 14+91 "C" x 8 2 4 6 7 R-3?87 REMOVE (-'.Ac,TING. Ac',,KJST !N'L,FT & 94 42 01 F PLACE NEW CASTING 57 18+57 'C" x EXIST INLET 829 0 ADJUST CASTING TO ,TRADE 95 1 43+35 V X 12 INLET P 32 F.7 1, 8,800 037 36 3 R- 1297-IOV CONNECT To STITI03RE NO 96 I I i i i i i ! ( i � i f 58 18+83 T" X EXIST AILET S29 10 AD-fii'-T, (-A�TING TO ,RA DE 16 430-11 "P"' x �'x i T 1N, L 130 70 i 59 18490 "C" X EX,61, ",TORM MANI-It.u. UZI qz TO '-',RADE �16A � 4 3 4�4,:,Z "D --,4;'-) CA'- TiNG iO GRADE 1 1 ADWST rASTINU D) CAADE 6 0 18+90 "C" EfQ STORM MANHOLE 829 4e AD,kST I:A'-,IIN(-". TO 6RADE. 47 4013 V KST 5ANK0 MANKIF ?40 ui AUKA CASINC 0) GRADE 61 18+90 'C" X EXIST SIORM MAW% 829 40 ADJUi-T CASTING 10 (;BADE 1 98 464 51 "D" L01 ANITART MANKIE 235 j I I I ! ? I I ( I I ' i 1 I I I I j I I I ( ( I i I I i I � , i t ! !i r I ,j 4 1 RT EMOVE INLET I PIPE x QKI 1NLET & IMPF 62 21+95 "C" 12 1WE J- 10 R P 68 832 Y5 62&70 827 75 30 3 R.32amov CONN[,,'-'I 10 1,TR(-WTURE NO 65 1 99 49+51 "D" 7,')1 1,7 ADJU,,T CkDT;NG TO GRADE --,247 S ED, X 1'2 pal I j. 1 u & 1'. c 22 837 2b bob 00 78 K 3287-1OV CIM[f-T [0 �'TROJCTIJRE NO 101 62A 22+11 'C" y FXII�)l SANITARi MANHOLE 63 49+78 "D" X I j 12 INLET TdD A R C P i 0 23142 I em 00 830 70 R- !281- iuv (,,)NNECT 110 ',-,TRU(,TURf NO 62 +7 8 "D X 15 11% rT M- 10 N R C. P 20 S37 26 114 71 RVY 3 51.0 P-1287-IO4 0ONNFU W) 7101CULYRF NO 68 E ADjKT CAq?NG K) GRADE 64 22+53 "C" x E45T SANTARY MANHOLE 83,61 ADJUST CASTING M GRADE I C,2 o'--' EYST 5ANITARY MANH 839 71 f&E T ADY& CA TIN G P) GRADE 65 22+61 "C" X EXIST 83360 ADJUT CASTING 1`0 GRADE 10 3 --�7+06 "D" X 00 !AI`bIAW,' MANHOU S3905 12 RNOVE 1WET & PIPE j I I I 66 22+35 "C" X I �EXIST STORM MANHOLE & PIPE ! REMOVE r-,TPU(,TijRE & PIPE 104 EVIST INLET 4, PPE 46 CONNECT E&T PVC TO STIR NO. 105 67 22+45 V x !WET j-M & Ex6T PIPE 833 28 82699 F26 26 ;'!)�NNFCT C'XISPNG PIPE X 1 i L"- T j- 1 c -ey R c- P 42 P54 91 812 75 132 31 6 3 P- !287- 10V CONNECT 10 SIRUICTURE No 108 I I j 68 22+76 "C" x EMSING NET J- 10 833 34 H-120 REMOVE C'A�TING, ADJUST IN'di iolK 59+62 1) X V USI KE! PIPE REMO& INLET I I t-ONNf C T E PINE TO 'SIR NO PLACE NEWCASTIN(, 108 69 22+79 'C" x EXIST STORM MANHOLE 833 73 ADJUST CASTING Ili GRADE 10,/ x 12 I EMS! STORM MANHOLE & PIPE i 238 PEM04 MANHOLE & PIPE P-5281-10v KON&VT TO 5TRUIPIRE NO 110 22+90 "C" 833 90 "8y no 4 P- 3287-10V ONNECT K! STRUCTURE NO 6,� 10 c,,9 64 "D" ILE! M- 101; I- Cl` 228 W4 70 852 29 40 70 x i ;,NLL1 71 25+95 "C" x 18 EXGT STORM MANHOLE R j P 31 h I x-,41 415 83389 827 00 ( 285 MNECI !'C)' ',-,TRUi"TtIRF No 6�i 61,43 W f x 1`,1 ANiTAKY MAINHC)LE R1 t 99 AbjIj'-,,, CA,--,ING TC) CRADE j 26+02 "C" 72 EXIST 9ANITARY k 841 85 ADJUST ('-'A�JING TO 6,RAOF 110 1 4 q INLET M- I(I �!v 'm 1 14 F33 38 1,30 32 830 17 2 R- 3287--IOV (-'0NNE(-T 10 SFRUi-'TI-1PE NO 112 x 73 jAZ 78 54000 h-ONNECT To STRUCTURE NO 71 Exil'--' iNLET A PIPF INLET --2-j LF 1 OF PIPE 26+40 -C" X 12 INLET M-10 R C P 45 839 10 89 5247- WV 74 27+85 "C" X tXISI SANITARY MANHOLE 846 26 AVU--)i C.A'STING ii) GRAD[ 11 1 X 0I5T MANHOLE PIPt lRt-m"'VL MA.NHI'-)LE & 7 LFT OF PIPE i i I OF PIPE 75 28+30 T' X 2 WE I J- 1 . N R �.P Al 846 .5., 144 00 0500 51 1 R- 3287- 10V i,()N'N[C f it) IPUC TURE NO 76 "L)- x 12 1 EXAT !NLET &I PIPE 1 64 RLMOV, IN'Lf 1 64 F 1 t I x '4' NLE T M P C 190 1 046 15 843 V �40, 10'� 5 '-ONNl` TUR 111 4 +�)6 F'V MAN'IiOti & R C P 83134 80 17 V19 .17 181 1 10 EXIMIN(I MANHOLE 76 '8+30 W I T 0 'RIJ A' I E N 0 77, REMOVE NE I� �1 i j j f i I I j !I ( l i I i� i I I i j j j � i EXIST asn 08 1 b1JU ,T CASTINC, 10 GRADE r EM ST INLI r 7i 25+74 x WIVARY hAANH01E A i's 62+0 1 ENOT 1NLEf 8, PIPE "9 '1 i I 78 27+80 "D" 12 INLET J-10 & Fi--P 848, �,4 8+,4 61 ? 44 4') 7_ .287 �ONNECT T,� STPUCTIJ'RE W) 79 H6 624 70 1) 1 1PFM0VE ;NLET 29 LFT OF PIPE x CONNE(T 1'u rTRUCTLIPF, NO. 114 79 27+81 "T EXIST STORM MANHOLE 846 ADAI'-,1 CASTING TO GRADE 116A 62+ 0 1) X 12 MLET M-10 A RCP 10 8330'. 8 7 R-3187 x 80 28+8t X EXI'�,T (,-,ANITARY MANHOLE 84824 ADJ1,1ST (ASTIN(, T(I GRADE 117 62+711) "D" x 12 i INLI T m-10 R c P 02 P-3287 CONNECT TO �-,TPUCTURE NO 116 F'XIST SANITAP't MANHOLE 74 ADJUST CA TIN TO f- DE !18 00 SAITARN MANHOLE 5 AIL-IJIXT (Ac,-,IN(, TO GRADE 31+84 "D' RA 65454 I I ( � ! i 1 j i i ( I I i I , I i j EMST INLET 640 40 1 ADJUST CASTING To GRADE �,94 64 "E)" Emil ;ANHARY MANHOLE 634 91 ADJO-ST CASTING To GRADE 82 31483 *D" I j j I i ! f j ? i � i ( ( 1 1 I i I i I j i � i � } j I � ! , 83 31+76 'D" x EMST STORM MANH(XE ADI)ST ( ASIIN(, 10, (�RADE 120 29 x EAST INLET 825 36 R-3281-IOV REMOVE CA,)T!N(,, ADJUST INLET IPLACT NEW CA"HNG 84 31+95 1" x EXIST NLEI ADJU`,T CASTIN6 TO 6PADE, 121 3+30 "E" EX&I iNL.,T '25 31 ADJU�-',T CAS IING TO GRADE A(PJIJ'.A CAQTIM:, TO GRADE X EXIST '-',TORM MANHOLE 8-�8 94 1 1 1 A[';JU-,T CA'-,TING To GRADE 3+ x 85 32+08 "D" 40 EXIST STORM MANHOLE 82,29 86 x 12 EXIST R&I PPE 3 REMOVE IN[ 2, �,48 "E" X VWT SA111TARA MANHOLE AD,JU'--.T CASIING TO GRADE i (32+67 "D" -ET PIPE P25 48 87 x EX61 INLET 837 83 A,,-)JLI',-T CASTING 10 GRADE ADJUS CASTING R) GRADE 124 1+40 "E" POST VORM MANHI-It 825 ji 32+89 W SE A{ HOLE iTOM EXIST PIPE TALS - . f 125 69+71 x 15 STORM MANHOLE & R C P 30 1 834 63 828 14 265 3 P 1714 CONNECT TO EXISTING MANHOLE 6 71+7, D x I INLET M-1110 & PCP 204 810 17 1 809 15 628 14 ! Y 3 R -3287-IOV CONNECT TO STRUCTURE NO 125 Ll 2 INLET J-10 & R C P `2 - CONNECT To STRUCTURE No 126 �Lj 829 26 2'j 1 R. 3)8 7 11+11 op IF S TRUC TURF DATA �° _14121" ff c: (" It 1ST A VENUE AND 1ST STREET A Transportation dC LS f2w JT 73 CROSS SECTIONS 1 L - r. �✓ l UNt ! I PROFILE (,:RAD1 LE-XI:T_ tF 1 DE.').t _.=_824 64 _ _ - 1 L 1 1 , LINE C" ( PRilFILE GRADE �� I - 1 r —2 cm Q, >c, +93 5, PROFILE GF1AVEl OR ;.EFT � �0 LINE°C" ! --PR(YILE GRADE 1 -- - ! E> F L 825 48 I / I � I ! � '111 .. '. �— \•\� o / _ : L1NF 'C 1 ' PPOFILE 2 . D AVE N w .? F, t 1 l 09 15 ' -PROF't E GRADE ' . , Ex� E[_ 3�7 "22 DE E 82r �8 ) t ! ?- _-- - -.-�- i - _ - -_----'----� 0 10 r 7 A '%U 8 Sti--I �At t)Q O , Srt o' j STA 10+8? 7 r, `� 15 20 30 35 4Q 45 5!� 55 Fl0 65 10 75 • z_ 40N 140 JE:-- ti � f a; ,:A ;HIE Ni. 1Ar IN 25 13 1ST STREET N W LINE °C° CROSS SECTIONS 75 70 65 60 55 50 45 40 35 V 25 20 15 10 5 � 5 _ 30 35 4 _J 4 50 55 60 6 /0 7 5 i i I LINE..r'. __PRdFIL GRADE EXIST EL_- ;824 64 DES EEC= 823 8` 13 13 as —820 Ac - 36.5 ;ft Af = 0000 IS-At - ! - _. _ _ _ _ - _ _ _ - Vc =_1KQ-1_Gyd_- Vt --_(10-rJ0 _C _ , ' I PRM[t GRADE I - 820 ! F'R(-F!!E GRAVEL DR RIGHT L , 8. X15 , I S Exi EL : 82a 83 ..� E AARAGU ------, I i (---{r,E S--E --8-'4 111 '64 F,a ! ---- -- PROWE 1011CW TE '.)F` PT-,H1 II -♦—� I — , o ! PROF!i.E GRADE UQ 15 11 0 j X15 LINE°C PROFILE GRADE XI ST' E S EL I i 20 7,0 , ; 820 FAc = 1e. 5 eft Af = 66.00 '_>ft 56.6 C yd. Vt = 00.0f) C yd_ , - 75 70 6,5 60 55 ter) 35 c c __ z, zc c rr, - c 45 4n 30 5 _.C� 1 _� ZO 4 45 ? _ - Q 0 _'-� b G 6 5 U 7,; Ct4-a! r•,.al- ;, , c' .rt ' N, ,a' •i, a,i.' u, � , +Et I i Rc n C Nf; IN 26 73 1sT STREET N w LINE "c° CROSS SECTIONS 40 5 0 7, ' � 1 4 0 6 5 INE PR0 FILE GRADE EhIST EL 824 98 -, - - 14 J l: A<- 1.6 A' = 00. 0 Sft Vc = 18 7 C yd v = 00.00 C yd i - LINE"C'I- ,—PROFiI E GRADE ExtcT El - 324 81} I �DES_El 8 4 8y , f , \ 00 Vc `� `� �' ' Cif__- 00 uU'l'yd� : } I i I i LINE j i —PROFILE GRADE _ `EX1,T FI_ X14 /{DES. EL - b14.`!81 PROFILE ASPHALT )R RICH T � } } i _ I F (,Sr L - 824 Oy� j I 50 A� _.37.0 Sft I r.Af = 001100 Sft ' - Lvt ydJ : : Q1 , : LINE — dF iRAD E 8EXI; 71 - _ c,6 CQ 1 1 , I ; PR()VII E CONCRETE DR i EF T , i ♦ , Q 75 6 >G 4 4n - �� eft .,� 1 � tt� 1 1 �E. 30 3E 40 4 50 55 60 65 7�0 75 �A t I A: Ac N Al ',HEFT a� IN ! ; 27 73 I'-T STREET N W LINE "c° CROSS SECTIONS 75 70 6-5 - __S �,_____. _ c j 5 h 0 - �� 1i �c Fj �(i 6U 55 5U ate, ap •�, .�; _ t 848 26. • El 8 53 -- � DES. _ 16 8 � 8 _ + 1 I PRC�FiLE A�PHAi 1 DR RIGHT ^Q 820 - - -- _ _ 815.__ - _ X, T EL a16 �.T DES FL 825 48 + PH A LT DR F N O !LE 4 LEFT �1 U 815 I i --- r----— Ws E L , { Ac - , G j Af - 0 1 .;ft i 1 48 1 (_yd� [_V f _ iii;Y'7 —� • i , i Exi�T EL 825. 1 r � to 5- .-� _ 4 _ \�_ // ; Ac - 4'1 8 _•ft Af = 1 1) Sft of = (t 3 Cyd i �V(. - 0 ) Cyd �rA 14 4 8b 7'j F i _T[ * 825 08 8 75 / -- Ar 1 815 Ac = 0© �,ft vc = 50 ryd. 5 0 6 ?` 3 a0 a5 50 5 6{0 65 70 75 7 7 5 ! 0 55 tiro a5 a0 ,5 �u 5 0 5 1 n 5 10 0 0 - - _ - - , ,8 73 151 TREET N W (.INE "c. CROSS SECTIONS - 4_ "' — 5 �' ;rr 3 4to 45 50 5 F>�� GS �0 75 .._/ ._ --- ♦.. i. r 7� tAr =: 23.9 SftAf (� V� 40 4 C d V Cl!7 -- - L � 17 + 50 th - V) 7 Sft ' Af r, Cf!- �� 1� l )`dJ IVf �'1 ( W' I L F EL 82144 ,> LE ,RAVEL C RIGHT � ! f-Rn�1 7R � F T � 4 '` 1+ S 2 FR ArrFI 1T D 0 PROFILE 1 A R LEFT -, I EXIT EL rr�• _ -j n � 16 . 0 FA, _� ,y �� eft � � iAf_—!70 00 ft- 1231Cyd ( iVf = (1i2 Cyd- I i -c Fc f rr r c _ _) l) ) c r r 1 �10 t c c c c c t0 1 - t�, 1�J 30 ?_� 40 4 J ,0 ,, 60 b5 70 75 .,:I A 1 N(1 �t,'A! AF. 'J,tr7 N, � 'i,IAL �Nfic IN ; 29 ; 73 i 1sT STREET N W. LINE "C _ . __ J CROSS SECTIONS 75 70 65 60 55 50 4J i Y, 6_ r.�1J � 6 7l vl I I 3#_499- . z _ ---- - --- �E Eli — 831 OQ 20 1 0 i (+ : PROFILE _,PHA' T DR RIGHT I LCxIST EL 830_83 L: — 836; ,3 1 -4-. v J Q (� ri{ Art O eft IA' - 0I, D�� `>ft � J (� C J L Z �EXf;T EL 830 44j- --- -- — -- ,. — F L. - 83000 Q ° 30 PROFILE A r l I j +lt� 7 ,o ROF HA LE :� J r rr� T '�IR f� 1 � } __f L't f E. ,a � Q - ,.� ��rl � � _ - 1.UUti .-4911 '� \ -- �, ��_� 00 { �AC = 2!9 4 tt jAf = Uu Ci0 �ft � D� y � F V l� _ 3 Cvd Vf C _8.L_0 i ' �Ar= 0 0 -)ft �Ai = 0 0 Sft-, VC 00 Cyd V - O U Cyd.�: j .'A 1st+ 17 41 6 22 , RANGE _i RC : (�*�, ��Ac = 0.0 Sft rtAf = 0 0 Sft Vc = 213Cyd; Vf = 02C.yd �— STA -18t 48 05 715 70 6'`. 610 55 50 45 40 .35 ?0 25 210 11S 10 1 i ?5 3 ' 35 4Ci 415 50 55 60 615 70 75 h, e1 N' d'. :A w n. HEF j IN 30 73 IS] STREET N.E. LINE "C•' CROSS SECTIONS 4 cl g i I 4 7 I) )C y ' I _ - z - 1 - DES E_-_-832.35— i ;' I 1c 24 � cft l qr � 7{� 00 Stt ' vc - O c� vt _ Flo QO cya. E X 6 El i 4%} E�. E i t, t )N F'R�'FIiE I. CRETE RT RIGHT � •c 1 c., L_ . .___-- -------�--\ Pat 93 1 ROF ! E ASPHALT ALLEY LEFT .P 1 } I I i — �' EL 831 - 1 I 50 ( I - 830 FA 34 5 Stt IAt - 6 Q6 136 yd vt = Jt7 t�0 c y— --- ---� d 3t 66 — -61F - ' E _. .: rC -- - 03 ___---------" 0 20 1* 16 f ROF ILF A'_>PHA4,T DRIVE RIGHT j I 75 70 F 5 60 5 �,O 45 4{�` ?� ��-� ��� 15 10 S 1 O 15 3 �5 40 �`_� `>O 55 60 65 70 7� ' �0 2_ O ----- - _1- IN 31 73 ITT STREET N W LINE "C" r CROSS SECTIONS 75 7 0 65 60 45 40 35 3O 10 0 zs 4� �� r i h_. ?'.) LE!I'j EL Lj .�. c. t/ i , , PROFILE!LE 1 T A vE N E LEFT 30 i 8.�5 r `XI ,T EL -- �: • 3.61°; , �-zIQ r- Fi F i :: NT rT AVE VE N R�, z r P - T_EL -- {�ESEI = 833.09 r r�c {- _+_ 1 Cj i 14 1 sit 00 t i Vr 4 I I C yd. 1 1 00 00 L yd 1 1 _ EX61 EL �33�3 51 t-- -- --- 1--- 1 TICE EL �53? f)4 J 84 _ 8 JU _; i i kETE: DR LEFT U F'hi>fil ; nt� �- - EXIST EL "33 19}- ---- -- ,FL. 832 76 0 \ j r 8 3 Q I - i Ar _ 27 i) �ft� A�-�--(74 00 -,ft a 9 ,�d J yr orb oo c,� r i r 75 70 65 60 55 50 45 40 35 30 2 20 1`_� 10 5 �6 10 l�� 20 30 35 4C, 4�: 50 55 60 6 5 70 7 E IN 1ST STREET N.E LINE C.' CROSS SECTIONS SCALE: VERT. i inch = 5 feet HORIZ. 1 inch = 5 feet ` 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 E)'IST. EL. = 36.49 _ - - . . _ . . . . . . . . . L. 23- - ., . . . _ _ __ -- -- - _ _ _ _-_ - _ , T ; - T - -- -- -- -- - -. . . _ . . . . . . . . . 9 3.9 - - - _ - Ac 25.3-Sf# — Af 00. Sfi 75 . Vc = 8 .3- _ _ _ - - -- - - - Lytl. - t - 00. Cyd - EXIST. EL. 36.14 - - _ . . . DES. EL = 835.73 - . - - _ - - - - - - - - - . . _ 23 - - - . . . - - - - - - - - - - - - - - - - - -— -- 59 - _ - -- . - - - _ 59 . - - - PROFILE CONC EIt DR. RIGHT - _ - _ _ XI L. 5.85 DES.-EL ---835.35 - . . . . - - - - 23 - - - - - . - - - . - - - - - - - - - - - - - - - - - - - - f - 46 . . . _ _ _ - - . . . . . . - - - - - - -_ PROFILE CONCRETE DR. LEFT . _ _ . _ _ . _ . _ __ _ - - - - - - - ._ _ - . . . . _ . _ - - - I - - EXIST. EL:---= 5:D3 - - - - - - --- - - - _ _ __ - . -- - - _ 23 - - a0 - - - -- -- - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - AC = 3 .0-Sft - . . . . . . . . . . . _ EXIST. EL. . .62 _ . . . . . . . DES. EL = 833.83 - - - - _ 22 3 .................................. . . . . . . . . . .i --- _ _ - - - - - - - -. - - - - - - - - - - - - - - - - - - -' - - - - - - - -- - - 73 . . . . . . . . . . . . . . - - - - - - - - . . . . . . . . - - - - . . . . PROFILE.CON ETE DR. RIGHT - 93 0 _ I 75 70 65 60 55 50 45 �40 35 30 25 20 15 10 5 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 LEVEL BOOK NO FILE nm"AL ROAD STATE PROJECT NO FlSCAL YEAR SHEET NO TOTAL SHEETS - - RECJp11 NO IN 33 73 1ST STREET N.E. LINE "C" CROSS SECTIONS 75 70 65 60 55 50 45 Q(,) 35 30 - 5 0 6 0 70 ?5 I r t -- — -a45 ' 1 [Ex15T EL - 839 6_4 J-- ( DES EL = 839 5,-' 840— 00 , ,� + 0 Ac 6 Sft Af = OrSft ' yd vc = b C yd C I � I : I i � 30 i fEX _--- - , - � �S E� 8 L 8� 4 � _ .38 3E--. � DES t - �4p J 840 _ L14 U + i Ar 1 4 f t [Af -7 It i d � V} :__ z d yd � j (��4 \ [ EXIST- EL = .837 93} Fi 8 I 4 i 1 }�7 r�R;?F��F A'�FHAL ALLE 't LEFT Q c - - t L2 _ 24 i : ♦ EL 7 ?5 — E1 4 840 IGXE—s E_, 8 J 08 / ' `i Itf _ NCRETE DR LFFT 7 C.- 30 { i r r 3 , - _ � � 4 +8.40 E Hai_ ROFIL A�P T DR RIGHT � � - ' I nn L1l , ' c 5 75 70 65 EQ Q5 c 5 7 5 4 c 70 iN 3a 73 iST TRFET N E. LINE "�" CROSS SECTIONS ' 7t^� 74 J -_ 1 - -_ -- � J . c:. F Xl T f:L _X34 74 345 DES. tE: k42 07 : ' 0 _ +0 �0` PROFILE ;)NO AVE. EEF T 1 , j i r xIST 8 B 4 5 r{ C E= EL 641 32 _ I l LZ 4 � I,E CONCRETE DR PIGHT f ! �0 ; _ 1 E f3 50 i J ,1 1 . _ CJ - 4 8 4 0n Sft �Vc = 4 8 �_; d 1 vt ; 9 (�Yd y i t EXi ,i Ei 84(� I 8 4i 4;_.,, 840 : 5 <_ 2 i1h-I R E CONCRETE ) tEFT , : : r 1 l I F ')T h- = ij40 0J f— V1 '--- --- ' _ \ {tDE_)_EL 83'3 84J 33 _ t4 is 14 PROFILE E TE DR RICH T ��Otd�'f2 � , 7 7( f,� F, rr l r, ,c�j , 5•_) 4 4(, ��, 3l) 5 7 0 10 0 40 4_ FU 65 70 75 _� [, A: PF•:h . �'_At 'f AF .r.c • fA: IN ; 35 73 I I ST 'STREET N.E LINE ••C" CROSS SECTIONS 75 70 65 60 55 50 45 4i 1 5 2` ?0 15 1 U 5 5 t�> > ' 1 _ F 845 91 � .._ DE EXIST EL. EL 8.4 - - �- __ 50 o i IA( = 21 0 Sft At — 00 00 Sit Vc = 4P 4 Cyd. Vf = 00 00 Cyd. � 84Q _�- 8 d U _ S=? 850 Ul LE EL 845 49 — uE'� E!t 845 5C� �1 45 y � Q ILL _�, . C . F I I 815 li , I EXIST ti _ 344 90 - ,!FS F l 8 4 7 , 84` ; - - ! �4 � t. 00 �. lAi - 24 5 Ott � I �At - UU.OU �tt.1 yd V 0'J oo (. •'j. F Y`'TONE ; IITAiN W WAi! ., rExIST EC _ x;43 74 f --- /, Fey 843 _ - + X14 1 t 50 r 844 SAC 49 1 Sft lvf At = 00 ��() '-At Vc 1480 t:vdl - 0(i(�) , ' EXIST EL.---,- L 4314 - - ----- _ 42 8 4.5 -- �D �� _8 6� 3V ( , # �a � U _84Q _. __.._.. 835 — __ FILE. 'ON, C,R RIGHT - PR!� � "'�F 1 E 5 . i 75 70 65 60 55 50 45 40 ?5 30 ?.`; 20 15 10 5 5 1 p 1 5, 20 5 30 .35 4(1 45 50 55 60 65 70 75 _ _ _ : 2 kFf! IN 3F 73 • 1sT STREET N E. LINE C. CROSS SECTIONS - � b 0 70 7 65 i rEXIST EL -- � � DES L � + , I ' PROFIL E ASP ALT DR RIGHT r r f EYI)T EL ;847 60� 13 4 1 _ + 1 ti 44 ±t JA) - 0, o0 ;ft I !! I I I I L E 1ST FL 4b -4 - ? �jf F' _—U,4 Z4 v 10 . ! - � i r I PROFILE C,RAVEL DR Rtt;HT 84��� :L _--8'4 _9 —,` f ,- --[` - --n46_1 84-) i' g 1 -- l ` 1 CONCRETE L Fj4O F51 EL PROF RE 'ONCR TE DR EFT i i r 846.A i -----� U 8,4 I 84 8 41 ( ' + PROFILE (;RAVEL DR LEFT 8"10 ; 1 Q -; _ , , I ��. ,� ; 3�� _ ��J 41 �l M j j 4Li ; r,n Jc� -00 - 6� 70 ���-- -- J 7 J IN 37 73 1ST TREE T-N E LINE ..c,. { 1 CROSS SECTIONS 70 f,j Y. `iJ -,C) 4 4(1 1`� ?,41 �cJ 1ri lr "� � _ 11 t - -, S '- END: PRG„ECT STA. 31 +18.691 "C" 1 �Ac = 0 Sft ,. �Vc = 1416 C yd STAiti1'f 18,69 ExiST EL = '352.78 \ 7DS Ft,---8-5— 75 i i io+o 8 � _ __.. ii U— ! � Ac�i Sft At - 00 Sft Cc _ 8� 1 C yd Vf' 00 00 C yd] '�- ' -- i�4 I LXIT_EL L 851.54 ; —�— 7j r J r .�u :} + 1 f 1 50 L50 Ac - 4� b ft rA t = !)r) 00 �,ft 8� ' ` yd - 00 00 C yd 845 j 4(_) , , LA "Cl , l 't + U�) (Ac 4r, ft - �Ar- 00 fit; < f+ ! � Svc vf�00 ��! Cyan 840 - EXIST El - X49 `18�- -_ 7 i 5 , 8415 _ Ri)F!I E 3RD AVE LEFT L1 ., c 844 L!,?..EL - 849 0�--, - -:DES EL--848 4U , �. 8U Q l j Ac - 3�� 5ft 1 [Alt IVr_ , 1$3 , ( yd.l = 00 00 C yd - - 75 70 65 F,0 c,c� r.G 4 J 40 35 30 �5 10 ? ` 10 5 5 10 150 ?` j0 3`, 4f� 4` =,0 5`) 60 65 7ij 75 IN 38 73 1ST S TREET N.E. LINE "c" CROSS SECTIONS 55 70 7 i E�i�? FL 85G 56 — DES ELF_ 850-=- , 26 i PROFILE GRAVEL DR. RIGHT 4 _ ,1 84Q ' E ,1. EL = F5�} F g�— -�)E` Eh �F350.7 � f� 2 6 00 (A. -- ---- At 0 eft --_'�_/ 4''r _ (1 L l- 1 Jf �i v C.f�i v14� _ - d4`� -- Y J +t _840 E_Xl_i EL 8` PROFILE GRAVEL L)R RIGHT i � - s 50 k 6 4 �� . .. _ PROFILE 6TH STREET I-EFT . . i j ($110MINOUS) - t a 1 - 4 + E4+,T `+ - Fn, DE, Ei Y4'a 70 I 40 4 , ;ft rfIAt = 0(?T66 sift\If v ry + Ac = G eft VC - o yd 1.A 25+ 36 40 �4U _ - ! -840 - r 1 BEGIM PROJECT STA 25+ 3h.4C' 'D' - 4 _1 - - O 0 b �_ - 7c?r ,15 J 0 5 5 3C 40 �� � 1 ,SAI 'EAR nkE' r," OiAI JIEE15 d IN 39 73 1ST AVENUE SOUTHEAST LINE °D° f CROSS SECTIONS 5 70 6` Fl) �5 `j(� 4 4(' 3� �n c rl 1 `� I�.� 4 �, t Il c r_C 5 - - j EXIST EL 848.59 J (DES. EL - 848.76 —� 27 i i p _ _ 2 , a , PROFILE RM ELAIRE D RIVE R T (BITUMINOUS) 8< ! i 840 _ �= .... �EXI- T EL = 548 79 - - {DE ) EL 848 )2 J \ l 850 - <_ 7 7± 7 �-Ar } 7 c(t - �Af — I(1 fi Ott 2 7 (yd_ V f 2 1 f-Yd-- 840 `ExISf EL 2g -��?E _ Eli�i49 39 +-.r �• )t i I,. yd - 1 8 4 0 . F , r'T Fl n1nL -, � DFS. F1 8c)018 1 , a ( 1 4 PROFILE ASPHALT OR LEFT I , 844 - - 4 - , 0 I EX11T EL 85;� �7� {-DES tt 85039J� --- --- _ 9 ,6 1 E� j- 44 _ 1 44 / A 4 Sff Af = 3.9i "f C Yd , Vc 1G 8 vt 84 '� - ---- ------� i 8-4 Q 75 70 65 60 5 j 4`, 40 .35 3 1 5 }0 5 � `. t(7 }� 'Q `�, ?O l 60 75 ' n r IN 40 73 i 1ST AVENUE SJOUTHEAST LINE "o" CROSS SECTIONS �.- 0 Iii _ 84-- - /--{DES EI _848 00 EXIST El �8 7 89} • 4 i/ _ - a45 - 38 �0 } PRO Ft E CONCRETE OR LE FT a 4,r) , EX��1 EL = .84805 jam[ )E EL --843 15� iA< �Af F, ;ft �� / V'- x V11 --J V f = 9 1 yd 4' f _ 840 8 3-L EXIST EL— EL �848_61� _ ` i 50 fA, eft (At 3 F, -)ft V, 4 9 C yd V f - i _. PROFILE Gf.'AVEL N LEF1 a4l a �,V; a4U_ i ( ETkcST Et 848 64 j 45ES—El --84880 , U - - GO �Ac 6 `ft 3; Sft Vf 30 845 : u Y i 7`_ U 50 4 r5, 3S, 30 �0 15 t0 5 5 10 15 -0 25 30 40 4� 50 5�5 60 6�5 70 7�5 F-fif) N: , NL AL TAJ- � ;HC 1 I - _ r ,=A1_S1iEt� IN I 41 73 i 1SI AVENUE SOUTHEAST LINE "o" CROSS SECTIONS 75 70 - 65 60 c n c - �� 50 45 35 ?(� 2` 20 1 �, 1 U 5 5 �, �n �rj r' _ �,(, r�+ _ ii) f rt_,�\t EL ;8 43 `'{)\ { DES EL = 843 r+t I- � 70 : +_��4Q A P - - _ o�;' )FiL "PHA RIGHT E L1 DR ` - R r� r 1 l Ey1 T EL fi44 1 7� -\ r { DE i FL = 844 19 o 84 .`�� qy �J r 4 ( 1 ,'Rr aF L E - T DR LFFT v i r , S J - (1 i �Exl'��T Ef - x:844 79 �� {UE EL;r _ �,44.80� i Ar - 4;6 ft 1 'At 3 2 'eft 840 --- EX+ST EL �Y4669� - — _ + �4 " " J i DES EL' F 3 i �- ---- -_-- 1) - -- �- � IA( - 1Q J+ Sft -�, �A.f -= 9 9 Stf � � ���) ; IV = 14 7 yll ' 84Q _ � +. , EXIST, E' _ 47 76 -, - DES EL' = 847 ? - ,--- 29 S45 c. / I 60 - - �- f �Ac = f,,3 Sft Sft � = �Vc_ 1 2 (C yd � f = 18Q Cyd- � r , 84 8,35 � } 1 i 75 ?0 65 60 55 50 45 40 ?`; 3t� s, 5 , _5 �0 1 10 5 0 15 .0 25 30 3 _ 40 45 >,_) _ _ 60 r 5 7 0 75 IN 4' 73 : i_;T AVENUE SOU FHEA ST LINE • i CROSS SECTIONS 4( , r , 4`r f 4E 70 7� F xl�T E1_ _ 838 87 —� 838-97 R40 �. c-- — i- � P.ANGF PROFILE 51H SlKi 1 LEFT (BITUMINOUS) � - i I , T -— ( ESE` E l� 839 18 i 8 40 +, a% + 1 f RANGE PROFILE 5TH TRF,EI F2lt,NT (BITUMINOUS r a I 1 . t r LI I c.rxi �r 4L n4) 4�� � r>E AEA; = r40,3U� } 1 V fj 1 C yd _ r 7 !Vt J 1 Vh I +_ O ,J A [11 [L 840 4 __ - i .. _ l-r T 5 _ _ -. Ex1 I Et X40 4� 1 t- --- + c%RIIF1iF 'ASFHALT DR L FT 4J I ; J u j , i --�--- - 4,--=— { DES Fl, _ r42 30 34 -- txl`� El ��, C16 eft At 8.3 Ar — ? j - Stt (Vc = 0 CYd wf = 11 ➢ Cyr C7 7o r,1) (} P c r C � 40 �> _�U _ � 1J tip 1 f �� �� c ac cc C _ _�1 �5 30 3_, 40 50 �� 60 6 - 70 75 - 1 - i c c, i A N,., r',(-a.l IF AR nf'' NS IN 43 i 73 1ST AVENUE SOUTHEAST LINE "p" CROSS SECTIONS 5 7() 65 60 ��5 �O 4c 4O c cz �Ex1SL CL = .838.6 DES EL. 83E F, 1 3_4 5 a3 5, 1_ + _ _ _ - PROFILE (�(')(NRE T E DR, LEFT Q 7 � >^ Ua.3Q _ +- 84u 50 i I 4:.9 ',ft At -- 1 I EFt- 1 z �. a. IV( I;5 C;yd t l t = ', u t-yd j r c� i �EXIST EL - c�?8 it 3 s—.� 1 UES u - f } f t _ (�:R.A WF ;Jf(' j•'11;H T 1 ?,C= 1i I . � , 3 Fri EL - _ ;� t _EL C 7 r r � IVc = �Y r Cft Ivf - 57' ryd_ 1 ,3 vd l.J >_ a n , u . --- { - ES-�L 838 58 ., - -- . _�L. 840 40 / _ �, ;� 3 1 �Ac = 3° '-)ft i Sft- jvc _ 14 1 rvd IVf :- i i i;yd i g30 -1. i 75 70 65 60 5 5 5C 4 4v 35 30 �C F c C _ J U IN 44 73 i)T AVENUE SOUTHEAST SINE "p" y CROSS SECTIONS '-7 C', -� � C n C +' C_. 7.. _ � [_. - L 'I G ->C' ?C C, C G + _ _ �i . , u�} �U C� 1( _> t i �'O 30 40 4� -O 6U t ?0 75 Fxl ,T EL 639 /4 CE` FL T°40 631 s 4 IJ - _ - 840 i i 00 Ac - �.4 Sft �Af = 2 9 Sft Vc — 8 8 Cyd Vf = 8 Z Cy r 8 Ei i T Ei �. - i 1 _ 8 40 1 � PR ASPHALT- � C?F'IlE DR. LEFT x I FX!ST F� X39 40 DE> EL 839 44 f 17 3 48 PROFItE CONCRETE DR RIGHT 835 _830 Ex+ CI !8391 j DE EL = 839 12 41 — _ .34 \ _ r 4_ '30 Af.J— V 7 j yo V f = u ,yn 1 ' 830 : i : EL _8 8 77 � j { CUES EI ' _ 838 90� � -• G 4 I ,� �t c-� l ---. — ; c�o 83 : jA( V j c.ft {At—= 3 SO l'V = ,a h C yd j I U t _ 4 — -- II , 8 �Q_ — i i J 1 i J r. r, r� r:c r 0 � 4(; 4 JV __ GO 6J 7 7r r �-, F� C•, �r Z 7 I -F) PAI A'Ai A, '.`AF `,Htf f WQ If')�Al H , H IN 45 71 IST AVENUE SOUTHEAST LINE ++D° CROSS SECTIONS 75 70 65 U'- !55 4 40 50 _. 7/ 7 u c 11 J � �EX!ST EL - 842 6� DES EL: = 842 8G_ 7 - J�(} 4�) ! A< 7 ;ft IAf = j StIt 3 i 835 ii yd _t DE EL X42 oo J i t f' 840 } yd,I • G 0 CXiST- EL 8341 84�-c ._l �' Q �� _+ - _ 2 � I �( a �� '_)rt —1 ,Af 1��;rt — V� h _> c y� I I v, 1 l 830 _ EXIST EL = 84U ,1�-- ---840 89 C _ .-_ _ 35 C <<) _ � 35 , 76 4TH ,'TRE� i P!(4P & T ITU lIS 55 ` a E LEA !8 N11JNU I '-?3 Q ;� EXIT- EL $40 4�--� f C1ES_EL = 8a6 54 I i G - J O r—-- — — -- `�0 vc - 6 l C yd vt - 5 8 C;yd , 75 70 65 60 5`• 50 45 40 35 30 2` 20 ? 5 10 �� 5 10 1�, 30 35 40 45 50 5`i 60 f>` 70 75 N 4F 73. !'IT AVENUE SOUTHEAST LINE � CROSS SECTIONS 45 c ti 10 - 15 �.�_ 30 7 a 5 `' 6 0 6 70 75 , I i - - tXIST- EL .- X543.03 - DES_ELy____ 843_t?_� 4 1 i 00 840 + Ar = 5.9 Sft At 0 } -)f' lvc 110 Cyd-� Vf 1) ,1 I , - EXI T �J -- ( , _ 843 30 L 40 , JAc = 5 y Stt [At = i' SfI - ,94 Cyd !Vf = J4 C.:yr4 3� , 8.5 IE XIS T EL 43 7,5 { DES EL = 843.a , 1 .T 00 1 • (Vc = 3 5 Lyd. I lVf -- 0 Z C vo , i � 33 ��ES 343}—V / �LF t "T N 843 71 4 �4 + _ X40 �A 3-1 Sft At - 0 ?Sft — { lVr, A 8 Cyd`� �Vt I.7' C_yd ---.1 ( EXIST EL = X843 �1 �- /r-�-�f�E_EL X43 35 _1 48 7 , +40% � 48 D STREET S E, RIGHT & LEFT (BITUMINOUS) PROFILE 3R 840 �s� - I , h 7 i i f)�l E�.) �i -r [-vn 4 5 40 f� 1 J 5 •J 15 ._.� �•� (� �•�, '�� 4 J r C !- 2 ' 50 �5 60 65 70 7u 1 I -� _ riSlA, DEAF AP N,-Li !1A� ,HEE IN 47 j 73 I 1ST AVENUE SOUTHEAST LINE °D" CROSS SECTIONS 75 70 65 60 55 50 45 40 35 30 t(j 25 4 c i 41 � t---- - - } - 84_� - EXIST El._ ;841 9L'} -�E� EL _ 84� 0� 41 0 U � - _---- -� - j V G 0 , i -84 0 \ i . 1 Ac = � 7 Sft '( AA,f-- 0 4 ;ft--- .. , d - 4 3 Cyd. 1'f = 0 C:yd , i L7O - --- — - -- —.845 ( E^x1,T EI - 842 i2 �- � DE ,- E�--- 842 't j i /4��, 70 i Y .�\ .. ___. ..-_ i _'f-.. j. 70 / 840 I [A _ 41 sft 1 of = 0 1 ft I Vc _ 10 8 �:Yd 8 3 40 a EXIST Ei 84 6�1 DES tL - �,4 31 + 14 2 ---- ------- -- -� � { % 4 • ' 0 PON 7NG )TREET RIGHT & LEFT 'BITUMINOUS)' u _E. E 4.� I EXiS EL $42 53 - GE El T841 8- � + -- -- { 8.4� -- -- 4 o \ 00 /' I 00 c.4 0 . Ar 4 ;ft At - G 1 ��ft I i sic -) �� i yd V f I 835 C2 �� ` I EXIST Et = 842_75 - r UES EL _ 84� F,� � � i; —� _ r_� _ 1 f 15 0 I 840 Ac 4 0 Sft j IAf = 0 1' Sft____ } L`= = 12 Cyd wt =0 �yd � i �5 /V E�? 6V 55 ���� 4� it 3�) 31J 25 �C� +^ c cc c c l _ J 4_1 ti r IN 48 7 3 1sT AVENUE 'SOUTHEAST LINE °o" I • CROSS SECTIONS rt �; tC r'r Jt. JGl 7Cj 1 U ?7 U _ 4 i) 4 5 6 O t 70 I 4 � 4 X r i EXIST EL 841 26 r _ - ' PROFILE CONCRETE DR. RIGHT 840 8 C`E`_ EL _ 8 4? 46� EXI`♦T EL. z X41 26�-- > _. * 4 '- ,'O f._ _ Q 4 _ _ j I� r 4 , I X45 ---_ LIES Ell— 84i 5 ExI;T EL { ,�J Ai 1 9 pit`- �A' _ ? :�'Stt, --� 00 I l;VC 4:4 ` / + y'j i• �� _ ` 4 y 3 1 f 4�- . 1 Lj EXIT EL x;41 38 92 r „ PRO FILE ASPHALT DR RIGHT Q 4 ' c ti`ry 4 83 i 1 i ;..} : (-Ex1ST–EL- 4t ^� % -_ 845 - - i _ 0 8110 A t+ FA�f - 1 y Sf1— r, >r . , 7O F,�> F)c c.t� C,,-! Ott �`�, �� �c� �) 1 � 1!� c� c. ,� �S c n r G r_ C t7 30 35 a.> 50 60 65 70 75 r A' 4- ..'t P j-A I.' Al. 'A(, -J'VF N,, Al •.HE[rS IN 49 73 1ST AVENUE SOUTHEAST LINE "D CROSS SECTIONS 75 70 65 60 55 50 45 40 35 25 - 20 15 10 ifs �Si> '5 30 4-, 50 55 0 65 7U 75 I y _EXIST U.. - EL 840 75 r - � 1 43 r 3 --- - _ , r I '6 60 r _. 4 �./ _ 60 r r r r r I r FL ST ET 01ST RF F'R c ` 4 DE) EL 640 89 ' ; 840_ Ac = 5 Sft —' At `�,ft ! , t r I , Vc' ; !=yd ,V f = 7 , r. , r I 845 I I , r E XI's T EEL 840 91 = 41 ^1 DES EL 8 03 4 \ -- I � �. 4 5� +t CI'O + 840 x , Fki-,4 li f CGNI RE TE C,R LEFT ♦ 845 EXI�i .�L -_R41 tfl�- \ i__'E `LLB X41 I 4 r I L1 )0 �A,- 2 5 f �Af z Ott— 0 M (_yd -- r r L I • f I 75 70 65 6C) 55, 45 4C) 35 30 5 -0 t 5 t+) 5 r t t 5 0 5 3CI 3` 40 45 50 55 60 6` ?0 75 - - IN 50 73 IST AVENUE souTHEAS' LINE "c' CROSS SECTIONS c_c �' ) 4 4(i 4t' 45 J0 SS b0 65 70 75 J 45 EXI;T EL = 839.87 DES FL-'-' 8�a 97 �� ----� +_ �4 - - .i - _ _ X ,4Q - - 45 _ f : _ PROFILE ASPHALT QR R ® +48 835 � i F/J"T EL 840 rte -. LSE E_ 840 t 3 j - - - 4� - +�� 4� Q 45 o , , , PROH LE ALLEY RIGHT & I-EFT (BItUMINOUS) Q 4 c f 845 �T- --- ( [ E 8 - � t k I E L 8 40 t 7�-- EL 84Q 2Q- ----- —-- ; , 4 840 -- !Ac - ' ",t' At 4 9 yd yo f C ?i`iT F L - 84G !h --� j 1t E CL r34t, 38 .j Q40 r 'v(- yd v t - 3 L; is yd t 845 D xIST Ei - 34Q 40 { ')ES _ 840 `8 - _---- -------- --r ^) 54 r — f 4C� t I , + L - �I ---- L -- 5J i F.n _ _ 20 4 25 30 40 415 `0 55 60 65 70 75 M Pv,- u c f k 7tAp .'iFE' F, ;rEEiS IN 51 73 i 1ST AVENUE SOUTHEAST LINE "D" CROSS SECTIONS 75 7 5 60 � , r EXIST EL $36 97 Df' El. 83-1 10 /r ' I I pp 1 _ + _ U35- _ _ - _ _ - 48 0 0 -�,31 - -- - + i Ac = ? Sft Af lvc = 9.3 Cyd. Vf = 0.6 Cyd -' I ' a 83Q_ i _ , I r i Exi r C[ { DES FLT N �y =U.� _- 7 + 841 Q4� 47 �0 _ - IAc = t Sft Af _ 0 " ',)ft Vc 1,2 yd. �vf - �) l f-yr± 8-5 1 830 Ac - 00Sft Af = 00 Cyd STA -46+:9�? 47 D'_J EXIST_ ELF- r839 46} -� 46_ 840 p . r ' t2 3S F A H, & l Tl _ ,;�> IL_ 1>A iN R,T PA(,HT, E= -T lBi IMINOI�`� � Ac = v 0 -It 1 I$ f yd c I i r , LEXiST--EL 359 4'3� { DES, LC fs��j 49 i 46 r r 840 / - ++� 4 5 4 I , Vr = 7 5 yd L f r 845 _ _ 4 c1 EXIST Et _— 839 71 / DES EE: _d39 7 46 y , + 8.40 4 0 0 �'�--�— ` h t FA( = '4 3 sft� Af - 0!0 Sft �V_= 156 Cy� vf_-0 6 Cyd� 83� , y I r 1 r 75 70 65 v0 55 5v 45 4i� 35 3C, ^5 � L '-� i� l,J .� `� J 11! 1 � c- _ 3u .J 40 4 6C� I, IN 2 73 1ST AVENUE SOUTHEAST/NORTHEAST LINE D.' CROSS SECTIONS c -1 c c - J - 't 0 60 6 70 7 ( i 1 _EXIST EL = 834`49 —{DES EL = 834 35 c , 1 4 + 83J_ _ _. _ _ _ , 83 , i { i Ac — 21 1 Sft-- Af—_ O Sft z Vc = 2-8 Cyd �f = O 6 Cyd. ,83U +— -- 830 1 -+JE; 11 d35 U 1 FEX1,1 EL 834 87�- 49 , c r -- �Ac _ I f t 5 Sfr ---i � i V� = 5 ? (�vd �V' .� �l Cyd 1 . . t_ - ' r, l FX6T FL 83`> 5s, DE _EL 8 3' GOJ , �A, - Sft� A+ _ ? i _,ft 1 0 Vc — 4 Yd i V f = a r yd { r. a EXIST EL 8.35 ''ir nic �558b , 4 ! 48 PROFILE CONCRETE DR. LEFT EXS,t F� X36 U8 -L_EL - 8362_ ! 4 8 � ,� .8 3-5 411 � 33 PROFILE ASPHALT DR RIGHT . . . _ r I 7r, 40 3j ?.f) LJ 'r) 1S 10 `) ( �i r 'r _ 10 1 . _l1 _..? 30 �:5 40 45 (� 55 60 65 70 75 F N• - 4ir' NU "1-`A, 1NFFT`, IN 53 73 1ST AVENUE NORTHEAST LINE "o♦' CROSS SECTIONS 75 70 b5 t,0 55 50- ,' ;= -- 4ll 4 F v i i . : , ; { : - j i i I Ac — 0 0 aft At y of = 0 0 yd, ; ;TA. 4`1 + 9 2.01 ' 34 8 S f I �v( - 211 9 cyd A 49+y I S x I T EL - r 8;34 3 `_ ----- E X2 }-- 833 70 49 - , ; c 830 . ��'_ 4 8 A rvt = yd vc �r 9 0 C yri 75 70 6 5 60 55 _u 45 40 35' 30 25 ��Q 15 10 �� 10 I _: �C> 2 5 30 35 4C 45 50 `�` 60 6` 70 75 IN 54 t s T AVENUE N E LINE °o" CROSS SECTIONS 7,1 r 1 Z� ! r �xIST EL 835 45}— I t DES El 835.45 } -—------1-- \ r�r ----- — - +27, GE r i�E �;PtaALT DR IEFT��� , — _ r - PROFILE �.i�lA'JF�L DR RIGHT 83� )4 / j 54 ? r { UES.-ELY = 835_1.1-� i • 1 , '30 / 1B. ft rv- 'TT t - �5 D ;ft t Vc = � 1 t_yCi i = `,F, yd , 834 31 cO 80 [VA _ t E XI I T y f J : 1 , I , ! IA, - 31 5 >tt j �At z eft f = �� c yd—.� 4 I 1 , , E.xlST E.L = X34 34 ----- 1 +'J s r r _5U Q jAc - 11 3 Sft �Vc =x;3.8 Cyd� Vf = 0 0: Cyd r AC = 9 3 Sit At �STA 5(A10 "D"� 7c 7 L) c,`i. '1� �� '�r 1�c. 1 K c 7 �0 0 10 15 20 �S 3 ? 35 40 45 50 `>5 60 65 70 75 «. q.:T N.. _ F ;r+,c N,i i, NEE ` IN 55 73 1sT AVENUE N E. LINE "D" CROSS SECTIONS 7 5 70 65 b- - 0 �•� c.O a: .1 ,j_ .,r t c i. (t 7C ( = 9 FL-, 8i9 73 EXIST EL 4 - \ 45 4 e, � 4 Ac = 1;17 lift Af = 4.2; Sff— �Vc = 7.8 Cyd. Vt = 6 81 Cyd ♦ 830 E� 8 9 r 4 - + _ f X344 i ; ^J �,4 1 1 . 11I 1 ` f + f rAc 1;7 Sft i [A(—.: -2 r yd I V f F, a C yd r� • 1 I U 1 L� J �~-_�\ E X T EL e'38 44 J� i E -EL_- —ti 38 `:0 J 5.3 -- - -— -------- __+ J4( 835 i Sft Af Is 3 ' I Y i 52 — -- - �-{`� _ �� : 1 E;<��T E� - 836 97 -�� L t� � .. 0 4u jAc 1!9 eft A! 4 T eft [Vc--_ 4 Cyd �Vf = 8 8 C;yd r • I i 4� CS _ �Z _. EI, 836. E�I_ — — - _ 1 MIST,___ - t 52 : \� _ ---- -- 00 Ac = 1;8 Sft Af = 49 ft V = A6 1 �. V = 12 7 C,yd j M 830 , jU I � i 1 , - - - -1 75 70 65 60 55 50 45 40 35 30 25 20 t5 10 5 1� ? c 5 t0 0 25 30 31 40 a5 Cl 55 t�0 65 _70 _ _ 75 Ail IN 56 73 1 IST AVENUF N E. LINE "p" CROSS SECTIONS ,.. _. c 1`, �J J - 1 • � -:�. -. `0 , 2� FAO 65 i / qr - = L �xI�c T LL x.39 31 -� 1 =-D EL 839.92 —+- -- 4i �� PROFILE AD STREET N E Lip ZZ J5 t 830 j rxl`,T Ei_ 84o C6 c. E 4 _. ; r IV c yd i V t = y , C yd `_1 2`D j _ i EY,!cT EL �840 nu i ��� 'E` EL+ 840_15-� 1 i , I — y A,: = 1.8 Sft _� I iAt = 8 5' ;f, j r , 1 1 �_ F�E_ L X y 40 08_, 1 !Ar" a (;ft I IV Af = 4 �,ff lv( C f = y � ; r • - 7 B3 . 1 . _ 1 ... - . � __ .. .. _ ", ___:___•__ �- �. � �, � � � � ��, it - I EX!ST EL r-- --- ? JES EL- 839 8'-] 1 4 ti ' f - 60 PROFILE ASOHALT DR LEFT ��� PROFILE ASPHALT DR RIGHT 5 , 1 I i R Li �' 10 0 S jG ?5 40 4 0 55 GO 65 70 75 Y) t AI. A"' '.h L NI' il,iA'. If IN 57 73 ! -- - , 1ST AVENUE N E. LINE "D"_ CROSS SECTIONS h c G EXIS? EL 838 42 I {DES. EL, 83=8 ) rte, 8.40 , +_ 84� + 62 6 ; 8 .� t r PROFILE AL E LEY L EFT EL 838 DES E! _ X38. 69 57 i 7 r k.>F4_E ASPHALT OR Rit-N , 8.30 C 11 DES EL = 8-358-8-4 ; r 57 i 840 ; - 1 + - - -- . - - �At S sit �A` – 3 ",tt S6 d V = �i6 _yd u 5.� , exlsT�E a= A'7 DE EL - U11314 r6 5 840 _ -- r 1 _ o 00 o (A; -3- ft Af = 4 eft a jVc = 5 ' Cyd �Vf -. 10 5 Cyd J - .,...8.30 t J ' + , j EXIST EL _ X339 37 i DES EL __839 61 56 _840 50 '1 Ac = 2 3 Sft AI - 7 eft Vc = . ' f'yd-� Vf-- 16 3 Cyd� _ j 830 — 75 70 65 60 55 50 45 40 3 30 25 0 15 10 5 5 1 G 1 ?0 35 40 4S 50 5`, r>C 65 70 75 4 - IN 58 73 !ST AVENUE N E. LINE "C" CROSS SECTIONS -7 L . : _ \ EL C : r 4., 43 IAc = 4$ 5 Sft Af = 0 Sft . lVc = 199 Cy<i. V'f 0 4; - -- -- C yd - 830 EL 336 19�-- \ { DES I l , ' 835 40 l , PROF IL 4TH STREET N E LEf TL��_ - _ --- j I I Cx!ST—EL 836.4` -� i u } X13,1 �Ac _i9 5 Sft u sit l �Vc = SIO4 Y0 Vf = 1ucyd _ I , I 1 `' _ } ? L. X! .T tL 3 �ij� —• �i E' Et— • j r• At - 1 Ott 830 ; r X I E l T EL = 8,37741 DES EL -= 83-7 75 ( )0 - - - 00 3 1, PROFILE CONC ETE DR RIGHT T � 835. Ac `,ft At 1.5 f� f p i 75 70 t-5 610 `5 50 4` 40 35 3::' 25 20 15 10 5 5 10 15 20 25 30 35 Oil 45 50 55 60 65 70 75 'a, r N�� �_4 ,gat, E; Nr• PAL ,+EET' —1 i j I IN 59 73 I , 1 ST AVENUE N E LINE "D J CROSS SECTIONS 75 7 C) F, r, { _ '46 61ST EL 60 0 4% : _ _ _ - � _ - _ - . _. _ - � : .3�io PROFILE CONCRE rE - t$ - E DR. BHT , RI �J 60. �� �•�_ 844 EXIST EL X35.4 EL = 834.43 - � �� f _3 Iv = 406 5 c d i rvr - vd y _ i i - 84-0— 4� ExIST EL = .835 76 - , __ 834 66-�j 60 _ _ + _ �� f ` 4 A - z - --- ,f! 834 �v� = C yd of - {1 'yd 1 i • I I i I 840 i EXIST E(� 8'S 34} I {r{_� LF EI - 8�4 74 1 35 i. {�, 33" ` J 11 96 50)� � i 1�6 5 0 8 � � , R, . L ASPHALT E i 840 0 E ST EL. 835.9 i� ELL=_ 835 00] 53- 50 .1 --- - _ _ ,3C? PROFILE CONCRETE DR RIGHT a ' pR 75 70 65 60 55 50 45 40 35 30 �5 20 15 10 5 1C� 150 �5 ��0 35 40 a5 50 55 60 65 70 75 _ -- — 3 1, .a� Earl ', IN 60 73 I 1sT AVENUE N E LINE "o'• CROSS SECTIONS 75 F; 60, ` 5 _ 35 4 ? 4 `_� ' S�� 60 65 70 I I j , 1 � r EXIST El � 34.65 i � - ' GE EL 8?3-59 I >1 _ �35 \ 95 _ I I K I i R Ac = 49.8 :)ft lAt = 0 ft -- - ��= = 78 a CyC jVf = o yd ( t 1 - '4 14} - 1 44 3 Sff Af 0 jft F Ar- 0 w( ; 9 yd - -- } - i � I , E;riS EL --- j, { uE` EL = 034 05 —_ L --- ---� I p_ 1 61 5 I ,Af 0 Sft i W f�48 2 t yd. Lf = 0 i;yd 1 1t: : l4 ! X. T 8 34 16 ± 7 A,97. 50 y ,f ) PROFILE ASPHALT DR LEFT i 4 _ 40 -EXIST_EL__ i . =`834. ,3 \ 61 ) Fi0 a 60 6 7 50 .) PROHL ASPHALT DR. EFT 8?0 I 7 l 0 V 5 �i(l ���, `1 n �5 4�'i ��j l Cl 2� 1� 1� �� ( `) �� �� -� i t c c c c � � t 0 30 3� 40 4._ ->0 60 65 0 7,, i .NJ k 'TAR -,1,;1 N;. I'Al HFI. .. IN 1 61 73 1ST AVENUE N E LINE "a" 4 • CROSS SECTIONS c --,,5 c tc z , � c c {� c c ;c �c r c �. c 7f c. 75 74 60 SCI �. _ �� 111 n ?•u a - _ ,. 6 u 7 I !EXIST EL = $34�82j \ I { DES EL = 833.84 , , r + t 20 � � 1 20 1 , I � 334 Ac = 45.0 Sfl Af = 0.3 Sff vc = �7 3 Cyd of = 0 3,, Cyd I } , EXI';T EL 834 64T—v -6+ 83-5 - : ._ : 835 +� - 07 07 ' 33� I I PROFILE l G 'R-FIFE ��f1A`JEL DR ' EFT -, ��xlQ r EL 834 31} G D S 833 24 X30 f >30 rr 49.3 c}1 = (� Sfp yd �Af Vf - U t`yd 1 4 Q I � i I EXIST El '834 62� 335 �, I j _ 1 5650 X650 , 1 I 1 f 8.7 5 PROFILE J D "'Rt�>f'`t ���f f' E?E R RIGHT i 1 f� E:xIST EL .S3a 55} _� t_DEj E� 33.44 - \ 61 _�._ 3.3 2 830 -_ �3�� X25 _ F,` l.E 5T EET i _ _ t PROF; H �, R 75 70 65 60 55 50 45 4C) 35 30 25 2U 1S 0 S t �0 25 iQ 3r , 40 45 �0 ,5 E;0 6 70 7_ IN 62 73 1ST,AVENUE N E LINE .,D•. CROSS SECTIONS 5 /o j 6 3(1 (� 1CJ t� �Q 3c, 4 � 4f- 55 � �, 6 6 70 7� 40 F Ii T FL 8 3— 6.3. — _ — _ -- {DES-EL, _d35.42 r I : f + ��zJ PROFILE_ _ - - - �G N 'R ET EDR (133- � I ' : 830 83-0- I �4 E xis ' _ 83— 6`` —T E 8;5 3 5J 05 • fAk_ y L I yd s) ? -- --------- -------------� 8.1� r t _ 4 1 840 T F F,: Et: R3\ ?� i -- - - - t RC IEE i ON(IRE.TE DR F 8 3 T LE ' t i JC 831 u u 1 E T F L PE_—Ft---P'4 77 j: �,.�.1 63 + _ 35 I IV( - r)4 8 t,vd 1vt = O 2 l'yd i • EXIST EE - - ------ �, ( 834_27 J ; _ Q 3 37 50 IQ-0 - 0 - , PROF1! Rev DR RIGHT 83 + - : 3-)5 ; r 75 70 65 60 5`5 `_iG 45 40 35 30 ?5 20 15 10 5 5 10 15 ?5 30 3 40 45 50 55 6�0 65 70 7�5 -- - - - " a, f 'F:',,kl:' vr. c :-n' "''FAF � `.H Vv �, ti,rn! SN�F', IN ! 63 73 I 1ST AVENUE N.E. LINE "D l y CROSS SECTIONS , c Iii �1 _ _ r� 4 - 3 ;c G C J , 8!4� _ - _ _. . __ ___ .___ - _. _ .__ : . _. ___ _ _- RxlSl C)ES EL; '= 835.74 ! 6 5 111 a S _ I 1 - Af ft Ac 0 ft Vc 7!9 2 C yd. - Vf 0 yd t • , , r 40 _. F.x,i;T'Et x$30 43 C`E`, EL _ &35 70_j F� 64 835 J . ._�0 89 . 50 , j PROf lf E ASPHALT DR R11,14T u : l , FL/,-.T EL DE F1 . 4 F,�� : E CYHALT DF' LEE1 830 _ : {; �--� . ._ ._ `J.4��. _ FXi�.T FL--- ..L _ (3�.---� _ 64i 833 �,(1 0 � 1' ` ct At = U Sft i : (Ac 4J 0 J t IIV, T` 3 Cyd. Vt = a {yd .1 .. . i , I � i - - ; H40 ._ _ EXIST Ei _ 836 1'47j---\ = 1 — '—`'-4 7 835 83.5 0 - PROFILE GRAVEL DR RIGHT `i 834 n _ 5 - - i : 7 U 4 _ _ s to F (: 10 `) ?�} �'` z� _ - Fu 45 40 .35 30 ZO 15 C 4 70 75 7O 65 r - , i ti'F Vi ' IN 64 73 `j T. AVENUE N E LINE D.. CROSS SECTIONS fi t1:J C,c E:� 70 75 ' : E t ;836 7 _j 0E` rL = �,3F '4 J J J � r � , -- - 1 -� I � FA c = F 5 S f t I Alf 0 $f t— �L 8 cri, Vf o �,yd j I C' ?,Q , EXIST EL T DE`-_E-L .-_ 8 6 08 PRCifILE GRAVEL_ DP LEFT 65 f 4 83,1 J I : i 1 Q 4 0 : r> I 60 'Ac 4C 5 Sft IV Af -V, fl ( d f = ;j r yd I f i ---- -- : _ I PROFILE =Ri-1 L E Cf�N f_:R ATE DR 6, + �r 46 1 I E - -_ _ -- — �40 � �F �i 7� r1 I Et 821 l 1 i i^iJ�j i FkOFILE A'AALT DR. LEFT - 830 } - i I �l-) � F� I 0 7J! -) `0 30 4 0 4 c r!o c:,J � 65 1 IN 65 73 1ST AVENUE N E LINE "D° CROSS SECTIONS 7() rJC FJU J Jr,.% ti 40 G , -,.. ,c - tC _ c-C I i _8.40__ EXIJT. EL $3b= r + 4P I ! h . : 6 / Q , X35 i C , I , I j 00 Ac = 5 8 Sft Af = 0.5I Sft I VC = 6j6.0 Cyd. Vf = 1.li Cyd j 030 , I F)4.0 i EXIST EL 836 921---- ' 4 0' , i -} J 7 c l.. "Q 3 c) f , PK4IEE A ,PIiALI DF' i E f Q -i I. I I , j I ' — 66 , n r-- t fi d. I i y i i -. 83E 81 f t r ; PRGEILE GRAVEL F)P LEFT = j - X3.40 _ _ I EXIST EL X336 Q 4U 66 61 6 X3.5. 09 3Q f�R'� It E ASPHALT OR RIGHT 8._ C I . 8Z2 5 _ cr, c c z� ?cJ U 1 `, 1(, rj 5 1U 1`_i 2(� ?ci1� zc, 40 4 `�� 60 F� 70 7`7 75 70 65 F.G 5�� 4� ��� 3 , - _ r ` t I IN 66 7? IST AVENUE N E LINE "D CROSS SECTIONS 60 65 70 75 (—EXIST EL r--[DES ID 7 2 / I �• GRAVEL DR. RIGHT PROFILE GR -- -- - • - - , DFS L 836 14 3 6 7 -- , PROFILE A',PHALT Dk i_E FT � 1 i A y t , - _ + t XIS•? EL 8,,36 7g r _ r19 67 j PROFILE CLNCRETF DR RIGHT r A , 1 -- Dr_ FI- = F 31 i 1 _ • 35 67 r- f } JQ Y R ;(t FA - ( tt- } j t _ �r�� _ _ t XIS Ei - 836 91� - \ -- — - r r - , r HL--DE..> E[- _ 8 36^41_.1 7 rJ 17 PROFILE CONCRETE DR. LEFT 830 • 7C 70 6 CO 35; 40 4c", 50 55 60 — 70-- - 65 IN 67 73 1ST AVENUE N E LINE "o" CROSS SECTIONS 75 70 t i E J r)l EL. - 3' -- �— �ES EL: 535 2t� 69 : i r Ac - 48 3 Sft Af = (� sit ----' of - i I pp i i XIS - � i I E T E� - ��6 .,bF- -\ -- -- -- 69 JA''- _ 42 fl Sfl j Af = Ci "It � V, - 118 d y�� j Vf ; 0 L yo, ---1 � t i ' EXIST r-� ��h d9 — _ 1 33') 77 j 6 + _ a 830 0F (- T I f Xi T ' n f, ;5 p i / 68 - _�35 4 G- t l A} y� I dt t 8 j \ C ES E 336 01 D. �A( = 3A 5 >fi� ! At 1Vi 0 r y,j a-5 I li i i l , i 75 70 65 60 c�C, I 35 30 ,'� ?Cl 1 t 0 z iN I T AVENUE N E LINE i CROSS SECTIONS i EX15T Ei_ - X34 ' f 83 t ) �, 47 f + :- 70 7 - I - PROF LE CON��RE TE DR LEFT ! _5 U r I_E_XI_T_EL - / I T J `" - < <- '5 0 i j iA: V j t ! VF = (J Y t! 1 - , - Exj` T EL 3` %�) EL. 834 46 a a I , 1 i - - r' I 'Rt)FILf A >PHAL T DR LEVI I i 4rL-J 1 I, + 4 ft (a+ �f+ --- i + j I { 0 vl , t , l ExI1i E1 / ES --EL -54 4 — +� 9,, — 61 PROFILE 7TH STREET N E. RIGHT Q3l] 1 75 ?!D 4r 30 41 45 �_,(� cc 60 EJ 70 75 J t n , N, H, e E r5 i IN 69 73 iST AVENUE N E- LINE "o" CROSS SECTIONS S 70 F:5 60 55 ✓0 0 , to 70 75 c t;` t E EL 1832 �6 - • • . EL; 831 ,y - �515Q � . I 1 i } - ' � f , I i -t A -------- -l— --- , i _ 1 ,1 i-� - +0 83 Q FF )Fit� ;)NCREE OR FT 825 70 8 1 0 rA I ,tt wt 0 T s 1 t� r) l 30 L =X92 - 71 \33. 50 PROFItE 1FHA T )R RIGHT ExT EL 835 - 8 30 IV( 163.3 Cyd yr 825 S 75 70 65 60 3p 'S 'C 15 10 5 < , t0 6 IN 70 73 1st AVENUE N E LINE "o" I / CROSS SECTIONS 70 65 60 � ; ----------- .----.-__. .�.,.___..__ .._ _ -5 . .. 65 70 , 1 i I 4 I i I i : f IA - IJ - f =fi - —1�� �T El ._ 1 T \ 10 f QFA,EL 831 12 i ,t } ): 7,_ o f! \ / Vc 1r, ' C: ri vt = f; 8 f;yd • u I X31 '.?�_: y r EXIST Fl a 1 1 ) Q 831 76 _ _.�J - 21 50- . z ,4 n f PF:UEII_E 'RAVEL DP RIGHT U 50 - L 30 30 __ 2 0 T :0 _ t� 10 1) 20 21-) 30 2 , 40 _ 0 5r E e5 70 75 IN 71 73 , 1ST AVENUE N E LINE "D° CROSS SECTIONS 75 70 5 50 45 4�:' _'•5 '� t5 i0 5 ?i? � ` >`: n wC� �5 , EC; t 7 ( ExtST EL -' 825 St {DES�EL -=8 5 60 1 /-- � B U 1 L D I N G, r 1 5 35 --;- � . Ac - 25 0 Sft �Af = 0.5 Sft �-9 Cyd. Vt =_0 8` C'yd i Exi;T Et 82560}-� DES' Fl.EL. = 825 71� .1 r �A( X5.8 Sft lAf O R `ft { 1Vc -9'11.4-_6yd � L+ - � u C,y � 820 _ Q , } �ExIST FL = E 25 6a�- r DES EL 1 w 1 4, 7 ± 4 7 Rii�HT I y j ! 1 _ EYl�T Eil _- `525t`� j DES f , i { !Ac Y? 5 eft At = ;) ; '-)ft ' Q Vc 11_ Vr _ i) _yd , r yd � X15_ r Q _ a '0 i E EGIN PROJECT TA _1+95.34 Ac = 0 Stt ( Af 0 fy-- Vc = 0Cyd � Vf = OGyd_� 75 70 F5 60 55 50 45 40 35 ;�� 25 20 15 10 5 10 15 2` Z �0 0 �5 4C 45 0 5 t r , 15T AVENUE Nl)PTNN'f:`,T LINE E CROSS SECTIONS J rte•- _ ._------_ _.___.._ �i ', � � _—__-- - - ----__ -__!_._ _._ •- - ___-__ t c '-�' 1�J �� �U JJ 4(i 4 b0 tj5 70 75 , NE) PROJECT 5TA 4+75 L_ -_�.4 Cyd- Vf = 0 i - Y' LExIST EL r 825 19 DES Eta - 825 2G 4 ; + ; 821 5 _ _ _ - _ 4 _ 0 70 } Arc - 258 Sft Af 0 Sft V'- 4 (' _ f � 0 V i I � ,3 �yd� G yd� - , - - - ExIST -EL 825 27 {-DE''--EL= 825 27 j r _ r 46 , PROFILE f I - ,- OFI _�i�r�:�TE UR RIGHT , I [ EXIST EL 824 ,4�—� DES. EL, 825 33� �. - ` - . FAt �Vc - 446 6 yd, �Vf G cyd. , ( J ' EL .825 �L F.I. 825 48 ! xl, , —7 J / A 24 �> `.tt ,A{ = 0 Sft--- V,' = J, 7 f yrf LV' - 0 4 t yd D i � i �ExI,T EL X825.39 ` _--�----- � �"-� DES EE 82,_55 j u —_ - �1FILE ASPHALT ,ALLEY RIGHT .: 1 1 1-. ?`.� i O 6` 50 `'`� 5,Q 47 4lj 3�, 30 25 ell 15 10 �j c. 70 75 5 10 1 20 25 30 35 40 4` 50 55 b0 65 . "rAi} � NNI A(i µ i I At ri�P SNCEi NO TpTn, ;HEFT'i I • IN 73 73 t 1S1 AVENUE NORTHWEST _ . LINE +__ E•, _._