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3rd & 4th Ave SW Reconstruction - Phase 1 (Proj. # 05-10) HON RAB E JAME BRAINAR A YOR PROJECT LXATM 01 Tj qr'd FJT 0 F .1 J. CITY COUNCIL MEMBERS RICK SHARP, DISTRICT 1 PROJECT LOCATION b KEVIN KIRBY, DISTRICT 2 M END PROJECT STA. 81 BRIAN MAYO, DISTRICT 3 VICINITY MAP �A a' . JOSEPH GRIFFITHS, DISTRICT 4 NOT TO SCALE t FRED GLASER, DISTRICT 5 r - 'P. M. 41V q t RONALD CARTER, AT—LARGE L MARK RATTERMANN, AT—LARGE INDEX OF DRAWINGS SHEET NO. BEGIN PROJECT` Tk 71+00 E f 25A TITLE SHEET & INDEX Z TYPICAL CROSS SECTIONS 2 MAINTENANCE OF TRAFFIC 3 BOARD OF PUBLIC WORKS AND SAFETY ROAD PLAN & PROFILES 4-7 JAMES BRAINARD, CHAIRMAN 4­ 4J*­� Ia MISCELLANEOUS DETAILS 8 MARY ANNE BURKE, MEMBER EROSION CONTROL 9 LORI WATSON, MEMBER Z 4 PAVEMENT MARKING & SIGNAGE PLAN 10 STRUCTURE DATA & MISCELLANEOUS TABLES 11 3'- CROSS SECTIONS 12-1 EAMy . .... ........ UTILITIES Xmo 2,11 WATER SEWER Carmel Utilities, Water Carmel Utilities, Sewer 130 1 st Ave. SW 760 3rd Ave. Suite 110 LOCATION MM Carmel, IN 46032 Carmel, IN 46032 ATTN: Paul Pace ATTN: Ed Wo!fe NOT TO SCALE sp (317) 571-2648 (3117) 571-2634 PLANS PREPARED BY: TELEPHONE ELECTRIC AT&T Cinergy Corp. 5870 N. College Ave. 100 S. Mill Creek Road Indianapolis, IN 46220 Noblesville, IN 46060 ATTN: Greg Commack ATTN: Fred Combs (317) 252-5134 (317) 776-5347 Ln 0 GAS 'I- CABLE TV 0,17 cl� Vectren P.O. Box 1700 Bright House Networks Noblesville, IN 46060 3030 Roosevelt Ave. X -00 L-1 LET Indianapolis, IN 46218 :> ATTN: Don Perdue No. X L-1_E <(/)L) (317) 776-5534 ATTN: Bill King REVISED EROSION CONTROL MEASURES ON SHEET #9, DELETED TEMPORARY SILT FENCE ON SHEETS PE 9300171 = iw< 2 08/21/06 4-7, REVISED STRUCTURE TYPES ON STIR 31 & 37 TO MOD. MANHOLE TYPE C WITH 51- SUMP STRS BjE Jiv Wo STATE OF La (317) 632-9077 Ext. 314 A 0 U� z a- N �k REVISED SUBGRADE TYPE ON SHEET #2, ADDED DRIVES ON SHEET #5, & #6, REVISED EARTHWORK C,() < 08/09/06 TABLE ON SHEET #4, ADDED NOTE ON SHEET #9, ADDED TWO SIGNS ON SHEET #10, REVISED TABLES BJE/AP Jiv ON AL Ld ON SHEET #11, ADDED DRIVE ON CROSS SECTION (SHEET #14), ADDED STRUCTURES ON SHEETS #5 & Transportation & U INDIANA DEPARTMENT OF TRANSPORTATION #6 C1 T Y OF CA RMEL PROJECT No 05 10 3RD AND 4TH AVENUE SW RECONSTRUCTION PHASE I D M L,j LLJ C< Development Consultants D' U�' STANDARD SPECIFICATIONS DATED 2006, NO. 1 DATE REVISIONS BY APPR. L�j T 7/28/06 7 �11E",WH Pk, FIP CH �,KVE. N 4 1 11' 1 CL L�j L� TO BE USED WITH THESE PLANS. ry (/�(1��fh IIXRIW B/ X D 0 L':�: I DATE OPP 4r# AysNae6_ W§ orma"r 0 0,44JMWdew-"441 ft- f y.45 .Z� SGT O 5'-0 5'-0 2'-0 16'-0 S.B. LANE 2'-0 6'-0 6'-0 2'-0 16'-0 N.B. LANE 7'-0 PARKING 2'-0 5-0 LEGEND LINE "PR-1" Q CONCRETE SIDEWALK, 4" Q 165#/SYD. QC/QA—HMA, 2, 70, SURFACE, 9.5 mm ON 275#/SYD. QC/QA—HMA, 2, 70, INTERMEDIATE 19.0 mm ON 26 26 26 330#/SYD. QC/QA—HMA, 2, 64, BASE, 25.0 mm ON F 4" OF COMPACTED AGGREGATE #53's ON 3. 7 PROFILE GRADE 16 16 K 15 F �•� MPX' 5" OF COMPACTED AGGREGATE #2'S MqX 2% 15 � 2� PROFILE GRADE 263, MPx' 2% K 2� 2% K .3 MgX2o Q 165#/SYD. HMA SURFACE, TYPE A ON 275#/SYD. HMA INTERMEDIATE, TYPE A ON 8" OF COMPACTED AGGREGATE #53's �s SUBGRADE TREATMENT ; S S 6" UNDERDRAIN U U Is COMBINED CONCRETE CURB AND GUTTER, TYPE II 16 COMBINED CONCRETE CURB AND GUTTER, TYPE III TYPICAL SECTION WITH MEDIAN I zs SODDING STATION 71+00 TO 71+5188 -PR-1' 5-0 5-0 2'-0 VARIES 16' TO 12' S.B. LANE VARIES 8' TO 0' VARIES 8' TO 0' VARIES 16' TO 12' N.B. LANE 7'-0 PARKING 2'-0 5-0 Tapers from 16' at Sta. 71+51.88 Tapers from 16' at Sta. 71+51.88 to 12' at Sta. 73+11.88 to 12' at Sta. 73+11.88 LINE "PR-1" F 26 26 26 3. MqX 15 PROFILE GRADE 16 2% 2%, 16 PROFILE GRADE F PX 26 �- K K 15 2% � M 3 Mp,X• 2% 2% K --- 3'3 26 MqX. S S U U TYPICAL SECTION WITH MEDIAN STATION 71+5188 TO 73+1188 APR-1' * UTILITY STRIP, 5-0 FROM STA 73+11.88 TO 74+05 6" 6' UTILITY STRIP VARIES FROM 5'—0 TO 0' FROM STA 74+05 TO 74+52.95 X NO UTILITY STRIP FROM 74+52.95 TO 81+19 GEOTEXTILE FORM UNDERDRAIN AGGREGATE FOR UNDERDRAIN N 5'-0 *5-0 2'-0 12'-0 S.B. LANE 12'-0 N.B. LANE 7'-0 PARKING 2'-0 5-0 SIZE #8 1 PIPE, TYPE 4, 6"0 14" UNDERDRA IN DE TA IL LINE "PR-1" & NO SCALE PROFILE GRADE r F 26 26 ., MqX 2% K % K 15 I 2% F 31 MPS 26 3 MpX• 2 0 2% K 3 MqX. S S 1 U U .TYPICAL SECTION co STATION 73+988 TO 81+19 'PR-1A Q � Q wM J m � 3 U Q JOco � w i—o x �OI CITY OF CARMEL HORIZONTAL SCALE Xch w Y Q V m w R °�'s Q'� SF��'% RECOMMENDED G� 1�4 =1 ' N/A - - Q o FOR APPROVAL VERTICAL SCALE DESIGNATION _ '-28-06 3RD & 4TH AVENUE SW < No. D IGN ENGINEER DATE N/A w a _U PE 9300171 131.� W w a ® o STATE OF SURVEY BOOK SHEETS � Qz T DESIGNED: JJV DRAWN: TB � _�' ` ' � �' '�°���� TYPICAL CROSS SECTIONS °f , 7 ww�wo x o p �0" mom, T'1'anS OI'tat10R a� ONA�- ���� ,,, , �� CHECKED: BE CHECKED: JV CONTRACT PROJECT Development Consultants 05-10 DETOUR ROUTE MARKER ASSEMBLY DETAILS 3RD ST NE z LARK J CT o Q STOUR XM4-8 STOUR XM4-8 ° 0 J 2ND ST NW 2ND ST NE w w w Y Z _ z SRD / 4TH SRD / 4TH COOL RIDGE Q> >w AVENUE AVENUE DR z < o o w SW SW z w z 1ST ST NW 1ST ST NE N M a � < M6-1S � M5-1(R)S cy- � cn x 0 HERITAGE w _ ° cn 0 0 LN °� Q OR OR z "' a z ° M5-1(L)S M6-1S o 0 �O 0 MAIN ST XM4 10(L)cm a O W1�SON TER OA � p� 1ST ST SW 1ST m � z o R11-2 w ST STOUR XM4-8 END M 4-6 TERRA z Jp� 10, iz' N R11-2 3 � f Q SE 3RD / 4TH CT < w ( �- STOUR M 4-8 oaf J w Q AVENUE _ Q 2ND ST SW DRIUD Y 2ND ST SW �- SE SRD / 4TH HILL Q �' M6-3 A SW E CT Q a R11-2 LEGS N D EMERSON RD 3RD ST SW 3RD ST a M5-1(R)S SE 0 CONSTRUCTION AREA Of 0 ALTERNATE/DETOUR ROUTE 4TH ST SE o WILSON DR OP 1L TYPICAL CONSTRUCTION SIGN STANDARD INDUSTRIAL DR © 1L R11-2 IT 14 14 ROAD CLOSURE SIGN ASSEMBLY C 15TH ST SE ® BARRICADE, TYPE III-B wq Y VIL GRN ® TYPE 'A' CONSTRUCTION WARNING LIGHT COLLEGE WAY LN ® TYPE 'B' CONSTRUCTION WARNING LIGHT CONSTRUCTION SIGNS, TYPE "A" w z_ <L' J 0 Z O HELEN z KEEN V) l CT Q cn ° > ROAD XW20-3 DETOUR XW20-2 Y SHADY z a 6TH ST SE Q w ATHERTON DR CLOSED 36" X 36" AHEAD 36" X 36" o LN AHEAD cn w r] cr_ ' v ' KIMBROUGH LN ` SLEEPY HOLLOW 0 LN AUTUMN DR TF Z ® R11-3 & XM4-10(R) O Q' CONSTRUCTION SIGNS, TYPE "B" CITY CENTER DR �© 126TH _,,__ --' --- _--- - 1L 4- © O DETOUR DETOUR E 6�R GR WINONA DR XM4-10 (L) XM4-10 (R) 0 48" X 18" 48" X 18" J z AMERICAN v _ WAY N ROAD CLOSURE SIGN ASSEMBLIES e� • 00,x`/ AMERICAN LITE DR WAYS ROAD CLOSED AHEAD ROAD o LOCAL TRAFFIC ONLY CLOSED w ' z a 5' X112.36" 4' X 12'2 6„ o ja n w Q _ 5 > Ln J N <J x � �, i HORIZONTAL SCALE BRIDGE FILE x� 3� Y� ��� y R/ "- CITY OF CARMEL ° V0� ,„,,, NOT TO SCALE N/A S M w, RECOMMENDED o o �P kSrERFO F,� %/ FOR APPROVAL 7-28-06 VERTICAL SCALE DESIGNATION No. 4KIG N ENGINEER DATE 3RD & 4TH AVENUE SW N/A Q - PE 9300171 -- L'z = � STATE OF W = SURVEY BOOK SHEETS z r'-' = 0 � JJV DRAWN: TB � w Q . , �, DESIGNED MAINTENANCE 3 of ,7 z j '%,mss AND I ANP � Lj L_Ch U w (��j x z o ��,,� ��°��0` t1'1' TRAFFIC CONTRACT PROJECT �� �° ” TONAL CHECKED: BE CHECKED: JV Transportation& 05-1 0 Development Consultants Q) (L) (D a) c aD a) _ a) a) a, x c LL � Q CL x x x x Q Q asp s a a aD a) a1 > > a z o __ o a o 0 0 0 O » � � oll C) C-D c-) mmmm Q (%1j L � II �1 III jj o � ` � N N O w CD � N N C\I � � N N 6) V` � �O 11 CD+ �_ 11 co o + 6 C 4 , o6 � � C + O d- + GD1 Ln cc M r x n 00 f_ 4 N N r7 11 rrj O 1 O _ O cJ i u y✓ e o � � EXISTING r7 d- Ln ''� Sri I ,rj O r� r7 ,..� r` + � rr? � �� + + + + 0111 + I ,-, + + + + + + + + + �CD Indiana Bell Telephone Co. „uy / + + + + 1 i + + �Yy e \ f -1i1! STORM INLETS LIGHT & POWER POLE W RISER a Q e e ° Remove 30 Lft. of Guardrail yy !� "'•1 GUY WIRE - QCURV�•NO 123 LT. y ti e -� -- ST;- - STORM MANHOLE FIBER OPTIC LINE i I � �� ° a to Accommodate Drive Access � " �� � � LIGHT POLE 18 I e D = 22* 55' 06" csph. �, 1 \ ;5: SANITARY CLEA OUT TELEPHONE LINE 1 n TELEPHONE RISER ae a d2 4� 132' LT. R = 250.00' \' "-e _ +� ° ° K V s GAS LINE TELEPHONE MANHOLE I d e CLASS III DRIVE T = 73.40' ��� y� e GAS VALVE CABLE TV LINE 3 i I W=24 L =CONCRETE 142.78' Go r y.Yf GAS METER CABLE TV BOX E = 10.55' F • w --WATER LINE UTILITY MANHOLE P.C. STA. 69+85.78 "PR-1" STIR. N0. 21 ` Yti WATER VALVE �^ -WOOD FENCE II i f e 3 " " Xg / I ? FIRE HYDRANT IRON PIN i 1 11 I 1 P.I. STA. 70+59.18 PR-1 Inlet B-15 with � ��/ a I X BEGIN PROJECT " " " ° ° WATER METER SIGN --------- J P\n T STA. 71+28.56 PR-1 50 Lft. of 12 RCP ~' e I e OO SPRINKLER FLAG POLE = 0% , 3 STA. 71 +00 PR-1 - a � 1 F ELECTRIC LINE BUSH n e �' ELECTRIC BOX TREE TRUNK ----- C \ �Y POWER POLE / (RISER) `",� DECIDUOUS TREE 3 --- •---� x�x�; �>������� X��xuxY X �� •� / e •��� a 9ra�s � � LIGHT & POWER POLE CONIFEROUS TREE \i /i x Q x �xi x y xi x xi i xi i .I 1 LLj 3 11 X� x xx xTyx xv �x �• / cs I i aC PROPOSED xx� '�� ' e STIR , fit. © CEMENT CONC. PAVEMENT a > X < X v > A i /� �ot�s FOR DRIVEWAYS (6") `�� %< 1 Ma6' Curb Transition�� e k ,x x,�,� ,� �� ' > 136 From 6' to 0. Stu ASPHALT PAVEMENT FOR DRIVEWAYS e� 4 L ° a OF CONCRETE SIDEWALK, 4 IN. 17A X ; F NE for Future Connection F1 CONC. CURB RAMP, TYPE 'N' II II I C i » K x Pipe Catch Basin, 18 s K 16 STIR. NO. 22 grass �< > " >� 3 �� 6'- +97 x with 35 Lft. of 15 RCP 1 a >� grass, s � Inlet C-15 with CONC. CURB RAMP, TYPE 'H' I I T x < ;� RAW 1 �, < 8 Lft. of 12 RCP x x v �, h 4� I / �: x i i grass cone. i i +�' ��;9�kR x I F3 CONC. CURB RAMP, TYPE 'A' i x i , �i { . ___3 ' ---- ST i v ` I gross F4 CONC. CURB RAMP, TYPE 'F' - Ali 3 I i 11 40' ' � �.+P.C., ,wxvy\ �( '\y � x V .► - - l 1 i x i �� ix � 1 g 40 R W x 4C y ,l s �- x F CONC. CURB RAMP TYPE 'K' STIR. N0. 23 V� �� �� �< �' yx >' �x�� , `i I Manhole C-4 with i i k ' � 136 Lft. of 15 RCP © CONC. CENTER CURB, TYPE 'D' X, y' �}' y v x v y '� 6L �- ��` <'�� o_ F > x Y y 1 Appar. f ( BITUMINOUS PAVEMENT (SEE TYPICAL SECTION) T T T - T - r T f __-. __ T _. - ? --- - - - - �x may- ��, - - .�. ,. 1.,....�. �, Lx I• 1 - - - - - - �� G - - / - _� ------ -zn ` f v - \� T - �, - ' �` '- �� r� T - T - T -- T - - - - T OS EQUIVALENT TO SURFACE IN PLACE TJ , y\� -- i x xi ?W- ---------------------------w 1 CMPw asp-a- --- y x x �x v y /v -. . . . , P, w,. -- w w,r- w i _ w w w - w w w GMT w wy v�v �� wry w - w w w w w w w w--= w wy r �* y x �- w Cof�str. Limits w w - w w -- ?5 COMBINED CONCRETE CURB GUTTER, TYPE II T. T- 11 --CURVE-W. h - -- -- - --------------------------------- 15 Clay --% 15" Clay ;rte � _�_�.3 � C9 a , x �. y y --- ---- v COMBINED CONCRETE CURB & GUTTER, TYPE III i� _----y=-- ---- �---------------- - ------ �,v vx xi Kyx o� �" c�3= '� � rb���' �`r�`����rv-��`� z������ � i' a I ix � x� x �� �, xi y Y y Y Y k y > ,� „ ,� „ „ ,� , „ „ „ ,< ,< ,< x 18 COMBINED DEPRESSED CURB & GUTTER K F�OILIY ` � �i� `� x x x x x x x x x x x x > >x } } h T T T T i ix' i` i� i� i� i� i� �'x x� ' x i x i� y > > > ? T � ]• � ix ix T x �{ { ��< < y y y } } © SODDING - --- - _ VA v x�st Cf6v n 9x 0�dM�a v x i� i� i� i� ix i� ix i� i� i� i� i� i� i< x x x x a - " - - -- --- - �'- - vx�xy x� �� �� xi i �i x x� x� x x x��x x x x n n y > 7 } ? T i` T i` i i� i< < i` < �<✓�.i� N 01'1819 E 3.56tla:75' � 6 DROP INLET PROTECTION i�i x i�� x xi i i v vv v v v v v-v V u v l i i i y ? ? ?" i i x x >�-- - D T � { { � � s � � x x x x 3rd�Al/E. SW n x xY vx� D �x � � i�� x x x x x x x n x n n x { C LINE PR-1 � ,/ ,/ ,/ , , , - ------- ---- I x x' u x x ? x x/ " x x� i < { { v v v v v v u u x x i % i �x �x i - o-� SILT FENCE -- _�- ��x/\�/\n \� >' k x T xx x i�i , .•, �� �, i i i xi i xi i�xi xi xi xi •C �'. -- --- ---- �� Y ------ -- ----\ C>_.r..i. �/ .�1�1�LLL i L��.1��1-�l L,tLL�.�/y - -------- _- -------- --------------------- ________ __ ___ ASPHALT REMOVAL G G G G G G G G G --- ------- ----------- --- G G G G G G G G G G -- G �} G + G G G G G G G G ` G G G G G G G _ W w w w w w w w w w w w w w w �Qp dhr�m4l� - w w w w w ���� �Callstr LtmLtS w wG wG - wG wG w w w - w w w w w w w w w w •w w c.._ gross � �' r� -- �. G P.I. STA. 70+59.18 "PR-1" < . _ - - Exist_R_ & Appar. ExistingRLW _ _ _�. � ' TT- - - T.B.M. #1 - PER PLANS PREPARED BY (DLZ) FOR THE WEST MAIN BEGIN INCIDENTAL CONSTR• Z31 asph. asps. ST. & 4th AVE. ROUNDABOUT PROJECT 05-02( ). I CLASS IV DRIVE " „ cone ; I STA. 69+84 PR-1 =_ == w=24' N gross; CUT X E BOLT TOP FLANGE OF THE FIRE HYDRANT AT THE NE s1 ASPHALT CORNER OF MAIN ST. AND KNOLL CT. (KNOLL CT. IS THE NEXT - STREET TO THE WEST OF 3rd AVE. SW ON MAIN ST.) O o i a ----------'-- ELEV. = 840.81 X x o ° 7 �� cons. 0 m °� ° mI " T.B.M. 2 - RR SPIKE SET IN WEST FACE OF PWP. 12 UP. STA. + w �+��d' ° o �'o - " �'o '90 =� �o i .� Xo 71+34.7, 99.2 RT. ELEV. = 834.77 �`l o- ��` -o- o J J N fl N o fl � o o �S)_S S�_ �_ 6 6 -�� + ����', �� ��o� " ' � � �_ s' c' �' � � �' � T.B.M. #3 - CUT X IN EAST MOST BOLT IN TOP FLANGE OF THE o�co � � o� r O- S�. O. 6�. S. S�� �- O � �� cam- dam,d�� c�� }S'� � , 00 �. 1) FIRE HYDRANT AT THE SW CORNER OF 3rd AVE. SW AND AUTUMN ci o cQ- CP. O. �. c-'. c� c_i CN City of Carmel G� C� co cD 1 co 'D o � Is, S 1 S - � � � C � c C1 ''' �-� � Ln `r' 6 6 6 ° �� ° �' DR. 55+63.9, 53.3' LT. ELEV. = 834.51 + + + + + + + + + + + + + + + + X X X � X X X X X X x X X h X - - SIN NCTDENTAL C _ --BEGIN PROJECT - - - - PM STA = 72+00.00 } - - 840 - --- - STA. 71+00 PR-1 840 - h 837.08 - - _ EXISTI G PROFILE GRADE VCL 100 - - - --- I - I- ---------- 0 67 ------------ Str I --------- - -0.52%835 ---- -os7� - - 835 - -- �----- ----- I St No 23 - - I � im I. I Str. No. 17A R E 835.50 - --- - ------ --- --- -- - - - 1- , -- - - - - - - - - - - - - - - - -_ 835.29 - _ - - -- - - - -- -- ! - - - -- - - - -PROPOSED_ PROFILE GRADE --i- 15" RCP ® 0.60% �- - i 'j5" RCP � 0.60 � - __ -_1n--R1.�r--�..V.70/o 830 830 - -- - 831.7 830.71 _ t 1 -- -- - ----- - - - - -- - --- - -- _ - - - - t. - - --- - -- - -- -- a - - - - -- --- - - - - 831.25 -- - ----- -- -- - - -- -- ------ - - -1- 1 ---- - --- - -- -- - -- - --- --- -- - - - ---- -- - - --- - --- - - - - �- +- 825 - - 11 - - ------------ ------------- ------------ ------- =--- -------------I ' ' - - --------- -- - - -- ------------ ------------ 825 - ------------- ------------ - i Exist. 15 Clay y Exist. 1 I \ ------------------�_____-- -- ------------- ----- ---= -__-_ ---- _---_ 0 e QJ QJ O 0) 0i 0) Q) N N 0) x O C L QJ O 0) O N Q) O O O) i i i L o O� rn 4> 4) Q) O CURVE NO. 2 — � � v m 0 �° + = 32' 19' 53" RT. v + o � + D = 22' 55' 06" �� c� o Ln �� N Cfl DO o � s �- r- R = 250.00' � � � � � L_ N � T = 72.47 �� � � CD Cj a � C N � �c� � � N � � + � c� N 0 I r �I °o L = 141.07' o' C F CC � � ° � N � � } I o L�V�IVD + + E = 10.29' + + + + + + + s + + + o P.C. STA. 73+11.88 "PR-1" + + + + EXISTING P.i. STA. 73+84.35 "PR-1" Mary E Zajac __ P.T. STA. 74+52.95 "PR-1" Ronald � c�C �onnl Upton I`1 I STORM INLETS LIGHT & POWER POLE W/RISER S.E. = 0% ---i ---- STORM MANHOLE GUYWIRE S SANITARY MANHOLE " FIBER OPTIC LINE �Ule B SeZnICk C :. SANITARY CLEANOUT TELEPHONE LINE Indiana Bell Telephone Co. 1 CLAS III DRIVE +27 TELEPHONE RISER -- � GAS LINE TELEPHONE MANHOLE GAS VALVE CABLE TV LINE W=3O' w WATERS NE UTILI Y MANHOLE CONCRETE STR. NO. 33 irv! WATER VALVE o --WOOD FENCE N Inlet J-10 With FIRE HYDRANT IRON PIN n WATER METER SIGN '= 19 Lft. of 12 RCP SPRINKLER FLAG POLE +I)? ELECTRIC LINE BUSH 35' P•O.T. STA. 75+28.76 "PR-1" i I' STR. NO. 33A ELECTRIC BOX TREE TRUNK n n +P.T. „ „ -� 'I� o Manhole C-4 With POWER POLE / (RISER) ;�;? DECIDUOUS TREE I LIGHT & POWER POLE CONIFEROUS TREE P.I. STA. 73+84.35 PR-1 / - P.O.T. STA. 4+50.00 S-1 • asph. 35 � , � I; �_ >< 163 Lft. of 12" RCP „ �,y`/�C ����y������` �� �, I + _ ;' _ mils sass 10' Utility & Planting Strip ; - Constr. Li __ � � �. �� � T i i� � n � h h � � � rvl. � mulch — - — � i� �Appar. Exis i i i i , i i i i n < x �i STR. NO. 24 35' R w.r�`� v y ` ux <Yx v x �� �xy - -° T_ - ,a —� — — — — ting RAW — — --------- v— �- --_------ ------+=--------T-------- - ----- y--- -- PROPOSED L-L�� �s- - ��a_z_- ( -------------- -=-------------- Inlet J-10 with ��� ------- --- ----------------------- --� --=-------__ -- 0 o�� �`� ` /)1�1�1i1� cone. bushes rrtts� �- -� 1_—____ 00 C CEMENT CONC. PAVEMENT n ,� ,�� �, ��<, mil' a a I ° _, °.°. a -- ------ °. d ° ° ° e , ° d FOR DRIVEWAYS (6") 33 Lft. of 12 RCP ° a _ J ° ° a T ° �\ / �` \/ /\ / r d ° 1i, GG �\/ �,,`�Xy��1 ° ° a d- ° I -F1 ° d. a a I I ra SS - ° ° F d° e a ° - '19 / b d gra SS d.. a n ° d ° a° ° 1— - d ° - grOPS a �\ � /\ j�j >y y ° ° a I ° a ° a ° ° a � ° a O CONCRETE SIDEWALK, 4 IN. h > m I i 9 ` -- - F- -_ - - F( F� FO — F) - r. FO FG -_.. FO ----- FO FO FO FO - Ff� r0 � d I) I I Q � I 1 _ �-- Fl CONC. CURB RAMP, TYPE 'N' y - 1_ -_----------------------------------------------- -- -- --- ------- ------------ /� ��,���YOB-'�'� ° II I � /'� ------ ------.__— V / as h. x' x „�� II w w W w _~_ w �-w w w w w w w — w w — w w -- w w w — w w — w w w w — *- •- W w - CONC. CURB RAMP, TYPE 'H' •r x .. y' , �, ~. N 00'54'49" E » F3 CONC. CURB RAMP, TYPE A ,u�X��,< ,�- osRn. 4th AI/E. SW LINE PR-1 K I O +P.C. �_- '� I 88'21'28 - , - - _ -- _ _ n �� - _ L1J F4 CONC. CURB RAMP, TYPE 'F' 35 � - ,A X � j d e F U� ~<<--'� �� 1 �.�1 y� `f ~,~ ~'_ Z F5 CONC. CURB RAMP, TYPE 'K' _ ��-- r _ — .,�w mss. � �" CURVE NCI. 2 .p.� d i -- 1 1 " —U + BITUMINOUS PAVEMENT (SEE TYPICAL SECTION) '� 1 �1i ° ° d ° N) .{ ` 15'Q a a --- - -Q--- -- --------------A---- ----- a a - _ EQUIVALENT TO SURFACE IN PLACE �` d ° a s a f F. a F1 e F a a,n C� '` a % - ,= - -- _ ___ -�T___ _______________ 15 COMBINED CONCRETE CURB & GUTTER, TYPE II _�_ a U __ sr -------- ----�- ------- -� @ - APPar. I`sCfT91ft/W / �, F '�_-=---_____ Q i i �P\`� ' • grass . i a • X • Q 16 COMBINED CONCRETE CURB & GUTTER, TYPE III -___-- �/ �l. K i 1 Y ----- k1 r ` I O Constr. Limits X19 t g �o aFass Constr. Limits � 'r, + STR. N0. 34 18 COMBINED DEPRESSED CURB & GUTTER _ _ �' i i I QO NOT DISTURB - --- ------- - sr __ _, X__-_____-� __---- STR. N0. 27 �� N Inlet J 1G with SODDING Constr. Limits Manhole C-4 with i -- -- - _ 6' - - --- - ---- I 14 Lft. of 12" RCP / i F ___ w_-_ / I mulch • DO NOT DISTURB DO NOT DISTURB © DROP INLET PROTECTION \ `� STR. NO. 25 120 Lft. of 15" RCP �' Inlet M-10 with " I - w ws WS ° 6 Lft. of 12 RCP 1 STR. N0. 27A i wI w -o--a- SILT FENCE STR. N0. 26 i i r Karin D & Ludo Romani 0 ASPHALT REMOVAL Adjust Casting to Grade i i� T +29 ° sd ----- Manhole C-4 with i _ o 3 �' 136 Lft. of 15" RCP Io' 1 a, _ �023CLASS I DRIVE ��� grass grass I a l ao X � Z � 1 I mulch CONCRETE I - i I� 3 a w T.B.M. #1 - PER PLANS PREPARED BY (DLZ) FOR THE WEST MAIN I I ' c~ I a tl ST. & 4th AVE. ROUNDABOUT PROJECT 05-02( ). _ ' CUT "X" E BOLT TOP FLANGE OF THE FIRE HYDRANT AT THE NE 111 N 3 -- CORNER OF MAIN ST. AND KNOLL CT. (KNOLL CT. IS THE NEXT # , Daniela F. Simoes ) a � o i 1 � ELEVET T804T 81 WEST OF 3rd AVE. SW ON MAIN ST. � 1 � o > �O I � a) a) � � cam-- a) �i i = I °� T.B.M. #2 - RR SPIKE SET IN WEST FACE OF PWP. 12" UP. STA. i l - n ° I Ij L n 3 n grass `,"° �n N 71+34.7, 99.2 RT. ELEV. = 834.77 Ln F b ry I j N fl o co N � Q0N � �;I i � � o N i �r co i N cc ° °� °� ° T.B.M. #3 - CUT "X" IN EAST MOST BOLT IN TOP FLANGE OF THE ry cfl o o i Icy ��r�� �co � _ - 'I�i I - FIRE HYDRANT AT THE SW CORNER OF 3rd AVE. SW AND AUTUMN 0 0 0 0 —t ti� w °s—L ws w --ws— 00 N Q0 M DR. 55+63.9, 53.3' LT. ELEV. = 834.51 + + + + + I+ + + + + + + + + + + + + + I - ------ - - - _ --- - _ -- - - - -- - �W STA - 75+50.00 -- ---- i _ _ - - - PVI EL ,838.00 I - - - - - - 840 - r - - - - - - -- -- .- VCL 100 ---------- ----- - ---- - -__ -_ Str. No. 33A - ----- Str. N : 27 __ - 8 80--- r. No. 26 -- - —_ -_ _----- - - - - - -0.6 % - - _ - - - - - -- - - - -- -- - - - - L 1 _- - - 835 - I 835 1 � I - -- - - ------ - ----- ---- -- - _ PROPOSED PROFILE-_ RADE - - - - - -I -- --- --- - ---- - - -- - I; ----- - - - - - - -- - r I 833 -- - - t2" RCP 1'00% -- I- 1----- - - --- - -- -- - - - - - - - -- -- - -- - - -- - --- -_- - - - - t - -$3- 832.87 - -- - - - ---- - - - -- 8332._11 - - �- -- - - - - - -- - - - - 97 - --- -- - -- - 15" CP ® 0.7 I I 830 RCP ® 1.00 • 29.55 --- I---t - - - -- - - I -- ---- - -- 35 l - --- 828.50 --I - -- --- - - - -- -- - - 828.5 - -__ 8 2 5 - - - - - --- --- --- ---- - --- - --- - 8 2 5 --- - ------------ Lr r ----------- --- ------ --± ----------- - - Exist. 5 Ala - - -- - -- - --- - -- - ----- - ----- ---- - ---- - - - -- - Y II 823. 0 - - I - - - - _ - - - - ---------___ -------- ---___- - - - _--- -_ j - - - - ----- - - - - - - ; - - ---- ---- - - 823.40 -- -- - -- - --- -- - - --- - 8 2 0 I I } a 815 - - ---- --- 815 810 - - - - w 810 - - ¢ r� o Q7 -- - ar - -u� v N cv a cv Zp az i-p6 o CD [[) r'y n r co p n 00 r'� 1� N 1� O ^ M \ j(�� - N - v 00 cpj > N V 0 5 00 __� 1�3 -._ 1'� _ _06 T�.__ _._.. c6 _F j °3 r- °6 r j P j rte-). 7 j raj P j raj• r j � F j ,�-� F} ,rj f} e ,,,� r r j r-7 r,� h�j 0C � � co00 0000 co00 0000 coax co00 0000 oo00 co00 � 0 � 00 0000 �I � � � � � � � � � � � � � 805 CJ� 73 +00 74 +00 75+00 76 +00 77+00 78 +00 �QW 0 X � — X� 3 °' HORIZONTAL SCALE BRIDGE FILE '� NSF RECOMMENDED CITY OF CARMEL 1 "=20' N/A D ..L_- �P Vic, sTERF I�o_o_N _ FOR APPROVAL -28-06 3RD & 4TH AVENUE SW VERTICAL SCALE DESIGNATION Q No. D IGN ENGINEER DATE N/A W z a- -0 PE 9300171 � 0i�}w �� STATE OF w = PLAN & PROFILE 5 17 ��o Q z DESIGNED: JJV DRAWN: TB SURVEY BOOK SHEETS _ wa wu 1 1 ,1 ,, S NDImA �� \ \ of o --� `��O ��_�``°���� 11 I1 CNTRACT PROJECT ° Trans ortation& CHECKED: BE CHECKED: JV LINE PR- Development Consultants Q) �� O Q� Q) �� L Q) O Q) Q) � QJ , Q) 'D O /-� � O N L1 > > Q) N Q) T T U) N cU C L _ O �_ Q) Q) Q) Cn N QJ Z > T � a_ N 00 N 00 CJ O DO Cn W �W N1-_ �) 0�0 N 0j CD CO N CJ CC N . 0j 6� cD O N N CN .N N Ln N O c�1 (n cD M] _ N r'7 C'`I CO � O _ Cn F- 00 N 6� O O � cC� CS, Q0 LC) N�_]cr) � � � + + � � +crj O + o + CD LEGEND + � N + �-- + + + + + + + + + + + + + John L & Theodora L Knight + + + + + II O II I I END PROJECT EXISTING » » jl STA. 81 +19 PR-1 { h__!i STORM INLETS LIGHT & POWER POLE W/RISER I Stanley C Kelly A GUY WIRE T[;'I ___=STORM MANHOLE :- II I I •� _J i1 -- ,_.- LIGHT POLE I •X I 'x -------------- r FIBER OPTIC LINE I I w i11 I w I� I S CLEANOUT SANITARY MANHOLE ` ___-_-____--- I I `'---' TELEPHONE LINE Michael 8C Kim McClanahan a �1 I� SANITARY TELEPHONE RISER a i a (II �� � GAS LINE TELEPHONE MANHOLE Q Q ii • I' i I'I �y' GAS METER CABLE TV BOX I I I 3'I I /// I I I CABLE TV LINE CLASS I DRIVE +22 ° II ' I � ' w WATER LINE UTILITY MANHOLE i i,',I Ili WATER VALVE WOOD FENCE W=10' CONCRETE c3 - 12"_RCP FIRE ----==1 WATER HYDRANT SIGN PIN I - ° ------� +17 I - / // yr SPRINKLER FLAG POLE I ---------- --- I ' +29 CLASS I DRIVE ',i CLASS I DRIV / I I I �� , k - CONCRETE // ,,r STIR. NO. 35A STIR. NO. 35 -- - ----------- / I - ELECTRIC LINE BUSH / \Manhole C-4 with Inlet B-15 Ith I ` grvi ONCRETE conc. , // ; , ELECTRIC Box TREE TRUNK `42 Lft. of 12 RCP 20 Lft. of 1 " RCP 3 �` _--- -_- ----- / (RISER)i -,- / POWER POLE RISER DECIDUOUS TREE 0 \ Constr. Limits k / �� 0' u I[ �� �� °` Inlet B-15 with \ rvl I a ` ,�• / /�/ �� // ✓' LIGHT & POWER POLE CONIFEROUS TREE STIR. NO 38 • ` „ •� N ° Constr. Limits I Z v Constr. Limits g 11 + g Il ,� + \ Toss A ar. Existing R W Toss i — — — ° ° \— — — • — —`� —� ° +° \\ PP 9 9rass / / // , + C — r-- � °� x �t �� � � � — — — gross 20 Lft. Of 12 RCP° f i I conc. � 9 1 � . � I I + 1 — — — _ � / / I I 'i' I � � ° W ---A---4----- -----a--------- _---- r9l --y ----J l�� \ - ----/ ° a Q---------- --- r rvl: L-- ---------- - \ i i// PROPOSED �1 Pg ° ° ° F 'r' Fl ° ° F a ° F1 C F %' ,r — © CEMENT CONC. PAVEMENT ° ° „ ° - F F rn .� ° ° ° L- FOR DRIVEWAYS 6„ Fa - - C:, RCP ( ) F° FO v ra -- ro - ro o r� o F , _ , < ro - rc -- `c --- F, — rt, -- Fo c F - rU r ro ro r+ r, - P� -- -' II i Q 1 - - - -- - --- J 1$ T==- ._ ----_ _---- 11 - �/ \\ FO CONCRETE SIDEWALK, 4 IN. -- - 12 CMP i _ -'=w- -w—-_W - w w - - w -- ----1 --- ---- ------- __cY _---- -_---- ------------------- -- -- ------ --- - - _ ---- -- - -- �/ i --- \\ -- - w w w w w- w � w w w w w ' w �- w w w vr,-.� w w - �1� w- -w- ��f -- v��_Y�_—L��_ - — i+ - ii i� // \\ F1 CONC. CURB RAMP, TYPE 'N' CJ-) Remove Remove — w N 00'54'49" E % K I I I _ / CONC. CURB RAMP, TYPE 'H' �l LINE "PR-1" 4th AVE. SW �I ' �l l \ N R RAMP TYPE 'A' � CONC. CUB E R-3' 6 R=3' CONC. CURB RAMP, TYPE 'F' 0wo CONC. CURB RAMP, TYPE K — — — — — — — _ - -- ------------ 1 \ Clay -- ° -- ----------- Q--- ° --------- C Fl °� ---- - -1 BITUMINOUS PAVEMENT (SEE TYPICAL SECTION) F ° ° ° Q ° ° �_L gross 18' Clo: or RC = ° ° °° — ------ -� r, }� � O r-I---=rt _ -_------ -------------- - ,yb ---------------- ---- ------- _____--------PP 9 -- rvl EQUIVALENT TO SURFACE IN PLACE `U ----`------- , A ar. Existin R W & Section Line - - / f— _- ss , ' =i • ����/�^ ` �/q grass ltss------ 1�1�_J a -- \\ • \� / Q DO NOT DISTURBTR': NEB: 36 " STIR. N0. 37 �' + , �. x� ------------------------ ----- N \ - - \ �� __ \ y 15 COMBINED CONCRETE CURB & GUTTER, TYPE II + v ' �`� ll �'I r�� Constr. Limits 0 + gr�l. -� -� _ �l — 16 COMBINED CONCRETE CURB & GUTTER, TYPE III Inlet B-15 with Mod. Manhole C-4 with �+ yrrl� \ ° '� `� „ „ \\ ' " x' a I elocate Light _ _ - � RCP 42 Lft. of';t2, RCP I \ '`, � Y � Standard _l - -- 18 COMBINED DEPRESSED CURB & GUTTER r 14 Lft. of 12 ------ i! L� v� I i I as h- 1 STIR. NO. 38A � I � conc. \ - -- - - -�L\\ � i © SODDING 1 I Manhole C-4 with \\ Inlet B-15 with 101 Lft of 12" RCP DO NOT DISTURB -- "' 1'I - I grass conc. . 0 14 Lft. of 12 RCP �r-•�� � 1 '--- \ �� I Ii i © DROP INLET PROTECTION r---- - - \� \i -o—o— SILT FENCE LL1 �'I x Violet M Terry & Dorothy L Endres Jt Tr +10 \\, w CLASS I DRIVE \\ \ a �, W-12 \\ \ ASPHALT REMOVAL Q �� CONCRETE CL I STIR. N0. 37A �� i \V A\� \1 \ T.B.M. #1 - PER PLANS PREPARED BY (DLZ) FOR THE WEST MAIN Karin D & Lucio Romani Adjust Casting to Grade I grass ?�\ \\�\ ' " „ ( ). I , ST. & 4th AVE. ROUNDABOUT PROJECT 05-02 STIR. NO. 37B I _ \\ \\�I CUT X E BOLT TOP FLANGE OF THE FIRE HYDRANT AT THE NE 1 Adjust Casting to Grade John E & Laurie R Telchman \ CORNER OF MAIN ST. AND KNOLL CT. (KNOLL CT. IS THE NEXT \r \ STREET TO THE WEST OF 3rd AVE. SW ON MAIN ST.) ELEV. = 840.81 m � ti a a ti a, U) S C) m m _ E _ T.B.M. #2 - RR SPIKE SET IN WEST FACE OF PWP. 12" UP. STA. ° o o Q0 c° _0 ° L_'C7' N N ° 71+34.7, 99.2' RT. ELEV. = 834.77 � r� r7 c0 Lf7 d- O� O N 00 00 � O 00 C� N N f� O N 06 Lf� a ; Q0 + � N + aj + + � °� 03 + 0 o � T.B.M. #3 - CUT "X" IN EAST MOST BOLT IN TOP FLANGE OF THE CN 00 r S n °o Lc � o o o o N o FIRE HYDRANT AT THE SW CORNER OF 3rd AVE. SW AND AUTUMN +- Q6 CO + c0 fv N N �- � M O ( -- C � Cn r7 O C� -}- � r_J N e cc N N a o c) N �, � O � � co N o N rr) DR. 55+63.9, 53.3 LT. ELEV. = 834.51 + + + + + + + + + + + + + + + + + + + + + + + + + + ---- - END PROJECT - - - - - - -- - - _ - _ --- t ---- - - - - - -- -- -- - -- - - --- -- - - , - TA 81±.19 �'PR-1 � - - - --- - 840 - - --- - --- --- -- -- - - - -- - - -- - - - -- -- - 840 t --------- ---- Str. No. 35A -- - -- - - - - - r - -- - - - -- - - - -- - — --- - - - - - N - -- - - - -- -0.66 ---- 835.56 Str. a 3$A 4 E� PROFILE C — PR_ P S PR R _ _—__ 835 - - - --- - - - -- ___ -- - -- - -- - - —®_ - - _-------_� .- ------ - -- � _ � 835 IIr ---, ----- ----- ------ --- ----------------------- ---- ---- - — - } 315 i I I - 83 -832: - - --- --- - - --- - --- - -- - -- -- --- ----- - -- -- 1. EXISTING PR 0 ILE GRADE - - RCP II .007� - - - 1- } - _ --- - -- - - - -- ---- -- - - 830 F _ - F a I - _ ---- - - -- - - ---- - -- } } -- ---- - - -- - - -- - - -- i---- --- --- - -_ _ - ---- --- - - - - t 1 - --- -- I 825 -- -- -- - --- - - - - - 7�- - --- --- - - - -- -- - - - - - --- - - - I I 825 -------- --- --------------- ----------- - --- ------- -- - - -- - - Exl t. 15 Clay I n I ---- xis --„------- ------ ---- -- ---------- - ----- ------------- --- -------- n I - ---- - - — - ---- --- - - -- -- _ -------------------------- ------------ -rte I I --- 822.76822�1 - - -- - --- --- --- ---_- _ -- -- - - - - - - - - - 822.15 820 - - - - - -- - - --- - 822.77 -- -- - - - - -- --- ----- -- -- ---- ---- - - - - - 820 r I - -- -- _- _ _ - ----- - - - -- - --- - - - - T � 815 815 - - --- - - -- - - - -- ---- -- --- - -- - a - - - -- I I w 810 - - - _ -- -- -- - -- --- - --- - - - - - - - - - � � I �� 810 00 L0 00 U Q w N M M 7' 0 805 coo � co ro � crCO ro0 000 M � 0000 cn 00 0000 �i00 00 00 0o 00 � 00 00 � co 805 ch �J ") 78 +00 79 +00 80 +00 8> +00 82+00 X Y Q � U Q HORIZONTAL SCALE BRIDGE FILE mwi� i VOR CITY OF CARMEL ..o /S� 1"=20' N A Q_a, �Q �GvsTERF RECOMMENDED pp�� o FOR APPROVAL ' 7-28-06 3RD & 4TH AVENUE SW VERTICAL SCALE DESIGNATION No. D IGN ENGINEER DATE N/A W z Q_ _0 PE 9300171 w r w ® = � STATE OF W _ SURVEY BOOK SHEETS w W Do-Z z = ° _ PLAN & PROFILE � zi • � � ' � �'% DESIGNED: JJV DRAWN: TB 6 of 17 w X D o w 'Frans ortatiion& s/ �� LINE PR-1 �� --� Li w�� �'w,,,,,,, ONAL �����„������°�� CHECKED: BE CHECKED: JV CONTRACT PROJECT I)evelopment Consultants 05-10 (D CD CD CD CD O O CD O O + + + + + LEGEND Ln Q0 00 PROPOSED EXISTING II © CEMENT CONC. PAVEMENT II FOR DRIVEWAYS (6") {F] STORM INLETS LIGHT & POWER POLE W/RISER F S I GUY WIRE d- Z STORM AOE LIGHT POL E E CONCRETE SIDEWALK, 4 IN. FIBER OPTIC LINE MANHOLE CONC. CURB RAMP, TYPE 'N' TELEPHONE LINE m; SANITARY CLEANOUT - TELEPHONE RISER Jennifer 5 Bair FD CONC. CURB RAMP, TYPE 'H' —GAS LINE TELEPHONE MANHOLE Frederick S & Jennifer R Grief i 3 W I Morgan Rinehart F3 CONC. CURB RAMP, TYPE 'A' y-ti GAS VALVE CABLE TV LINE 0 _i GAS METER CABLE TV BOX Q anlela P. Slmoe F4 CONC. CURB RAMP, TYPE 'F' w WATER LINE UTILITY MANHOLE I I WATER VALVE - o WOOD FENCE 3 F5 CONC. CURB RAMP, TYPE 'K' KO BITUMINOUS PAVEMENT (SEE TYPICAL SECTION) FIRE HYDRANT IRON PIN WATER METER SIGN SPRINKLER FLAG POLE �S EQUIVALENT TO SURFACE IN PLACE - ELECTRIC LINE BUSH ELECTRIC BOX TREE TRUNK 15 COMBINED CONCRETE CURB & GUTTER, TYPE II POWER POLE / (RISER) DECIDUOUS TREE w 3 LIGHT & POWER POLE COMBINED CONCRETE CURB & GUTTER, TYPE III �' CONIFEROUS TREE Ja COMBINED DEPRESSED CURB & GUTTER I SODDING � 2 ; 6 DROP INLET PROTECTION 1z 1 App Existin R W------ 3 3 — — g - - - - - - - - - 3 - - 1 { -� — — — — — -�� SILT FENCE i / - - - Iy ' ASPHALT REMOVAL _ _ I --- 11..1 M M M M 3 I L 3 Z M M M M M M .1YL -�4- -/Jr -------------- — --_ \ � - ---------------- ------- J— -- M -- --- —�— --�.r -M- M- M- M M M M M M M — M M M M M M M M - M M — ,M M M M M M M M ryI S 3 � 88'21'28" �-- � � LINE S-1 � 15" RCP '� R+ " " N 89'1617 E 3 3 - 3 R3m0ve Asphalt Pavement 3 3 i 2nd ST SW n C eate Swale & Grade to Drain -� 6 4 ---- _ T__ I Co str. Limits -- ---------- --------------- 3--- - - -- --- ----- --- -6 ---------------- ------__--____ --------------------------------------------------------- --------------------------------------3------------------------ W=------------ --- ---------may ��1 --PVC --------------- - - -- --- ------------------------------------------------------------ -- -- - --' r / _ --� _ _ __ - _-_____ _____ _..-__. _----_--_ --_ ---_-_ ---_ ----_ -_ -_ _ -_ -- — _ ___ _ STIR. NO. 32 V) W w W - -- 3 \ 3 �c ---- -------------------- �ppar. Existing R� — -----------—--- - - Manhole C-4 I - - �w 1 '0 STIR. N0. 27 Constr. -Lti 'ts W �\\�3 �/ 0 STIR. N0. 29 x 6 - —� ��^ V Connect Exist. Pipes a X L x s 0 w — �� �, Constr. Limits I W , K 3 S STR. NO. 30 3 STR. NO. 31 1 Manhole C-4 with 3� ' 1 Manhole C-4 with Manhole C-4 with Mod. Manhole C-4 with I I' 120 Lft. of 15" RCP I \\` I 187 Lft. of 15" RCP 122 Lft. of 15" RCP 27 Lft. of 15" RCP II M I' P.O.T. STA. 4+50.00 "S-1" _ � 3, i i i i I � F----- � 2 I+I P.O.T. STA. 75+28.76 "PR-1" Q, I 3 3 1I 1 — i I1 .N 1 w I 11 1 x 3 City of Carmel City of Carmel 1 Indiana Bell Telephone Co. a 3 � Q 251 CLC �/ - - � IIII � 1 I I I II I � I II 3 I _ 1 T.B.M. #1 - PER PLANS PREPARED BY (DLZ) FOR THE WEST MAIN o i ii 3 ST. & 4th AVE. ROUNDABOUT PROJECT 05-02( ). CUT "X" E BOLT TOP FLANGE OF THE FIRE HYDRANT AT THE NE J� CORNER OF MAIN ST. AND KNOLL CT. (KNOLL CT. IS THE NEXT l i 3 I STREET TO THE WEST OF 3rd AVE. SW ON MAIN ST.) { I ELEV. = 840.81 it �5 — W WS '11 3 WS T.B.M. #2 - RR SPIKE SET IN WEST FACE OF PWP. 12" UP. STA. II 1I �� 71+34.7, 99.2' RT. ELEV. = 834.77 ii III 3 i i 3 T.B.M. #3 - CUT "X" IN EAST MOST BOLT IN TOP FLANGE OF THE I r I1 FIRE HYDRANT AT THE SW CORNER OF 3rd AVE. SW AND AUTUMN if I DR. 55+63.9, 53.3' LT. ELEV. = 834.51 840 840 - - - - - -- -- - -- --- - - - - - ---- - -_ - - - t 837:80� Str. No. 27 � I f- - - ----- ---- -- - - - fi- - -835 -834.13 834.38 - - - - --- - - - -- - - - ----- - - j 835 I I I r - - 1 1 r ------4--L._-- -833. 2 III -- _--- ------ - - _ --- _ ----- _ II I ---------- --- - - --- - _ -Stf. o. 30 rt , L -- - -- - __-- -_ I ----- ----- ---- — --- st. 12 -- c ------ ------ ----- ------------ I i ------ Exist. 12" P C -- - ---- -- -- - - - -- - _ I I - - -- - - - 830 , , - -- - - --- - --- - 830 I I - -i I - I I ---- --- I'--------- ---- Str. No. 31 I I I I --------- ---- — -------------------- ---- ---- -- - - - --_--____ -_ ® 0. 0% 829.55 829.54 -------------- Exist. 12° RCP--- -------- I I 828.50 828.50 ---- -- ------------- - , -8216i'9-1 I I \Old 12' CM 8 2 5 -- -- --� - - - - - - ---- -- - - - - -- - - ---- -- -- - -- - -- - - --- -- - -- -- - - - -- - - --- 82------ 825 I I I I I n ----------- ------------- ---- -- ------------ - - ------j i i iExist. 8 TCIa---- " I I �, - - - - -- 15-RCP_(�_ -- - - - -- - _ I- T-- --- -- --- -- -- --- ------ ---- -- ------------- ----- 4.9 - --- - i - --- _ -- - - - - -- - - --- - l - ,Z - - -- -- ---- - - _---- --- - - - 823.30 - - - - - --} - --- -- - - - 823.00 15" R 822.41 - CP_ 2. -- ----- --__ --- -- -- - 823.63 _ -- --- - - 82 .00 - - --- -- - - - 820 ! � I I I I - r819-17a --- -- - - --- - - -- -- --- -- - I - 1- �� _ - - 9 818.32 - 815 __ - - --- - 818.47 i -- - - - -- 815 a Q w 810 �� - � _ - , _ - 810 w 805 C.Ij w o �Qw �o 5+00 6 +00 7+00 8 +00 9 +00 10 +00 x � HORIZONTAL SCALE BRIDGE FILE m W/( Q \���pO\D\ 'd,'i II OR Yr ,,,,////, I1 -11 JJ V R RECOMMENDED CITY OF CARMEL 1 '=20' N/A P R F w�wN ISTF Fo FOR APPROVAL Z7-28-06 3RD & 4TH AVENUE S 1► VERTICAL SCALE DESIGNATION Q = Nc. = D IGN ENGINEER DATE N/A W z ® - PE 900171 "~ w = - STATE OF w E w Q z DESIGNED: JJV DRAWN: TB SURVEY BOOK SHEETS PLAN & PROFILE wz� 1 1 1 Fs, /NDIANP �? \ 7 of 17 ww wo Ch ���w °"���ONAL ���""°��� it I1 CONTRACT PROJECT X-D o � Transportation& CHECKED: BE CHECKED: JV LINE �' 05-10 P o rovnnmmi.�uw,u�o,:111111111111111111:u,010'���� Development Consultants ` a SEE DETECABLE 24" RIM ELEV. TO WARNING DETAIL � I 6" 18" THIS POINT "71"R. SIDEWALK SLOPE 1/4"/FT. _2. CLASS "A" c14 CONCRETE r` COMBINED CURB AND GUTTER TYPE III MODIFIED CURB RAMP, TYPE '**F"* NO SCALE NO SCALE LQ I SEE DETAIL OF RAMP GROOVES \J 6'-0" 24>, RIM ELEV. TO 6'-0" MIN. MAINLINE PAVEMENT CURB & SIDEWALK 6" 18" THIS POINT 6�ory GUTTER 50:1 MAX. CROSS SLOPE WIDTH VARIES cv ��• 3/4" 6'-0" MIN. SEE DETECABLE WARNING DETAIL 1 1/2„' M � CLASS "An dC-4 CONCRETE co MODIFIED CURB RAMP TYPE 'H' NOT TO SCALE t6" COMBINED CURB AND GUTTER TYPE Il SECTION C—C NO SCALE SIDEWALK CURB RAMP CONCRETE DRIVE NO TES 12: 1 MAX. SLOPE CURING COMPOUND SHALL BE PLACED ON ALL EXPOSED W , SURFACES, INCLUDING SIDES, WHEN FORMS ARE REMOVED. I FACES MAY BE BATTERED TO FACILITATE SLIP FORMING. DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE. 6" 1/2" PREFORMED JOINT FILLER SEE DETECABLE \1/2" PREFORMED JOINT FILLER 6" OF COMPACTED AGGREGATE SHALL BE PLACED AS A WARNING DETAIL 1 BASE FOR CURB RAMPS AND INCLUDED IN THE COST SECTION B—B of CURB RAMPS. SEE DETECABLE ` 7V WARNING DETAIL ,. 1= 8 DETECTABLE WARNING SURFACE 'yqX MODIFIED CURB RAMP TYPE "A ' NOT TO SCALE 51-0 CRETE DR/�iF 0 t3/8n MODIFIED CURB RAMP, TYPE "N" CURB RAMP DETECTABLE WARNING DETAIL NO SCALE W Q Q W h` 3 U Q Q O W X 1: HORIZONTAL SCALE BRIDGE FILE W M U Q ��p�QuPa ` 1priqJii� y �. VOR�s RECOMMENDED CITY OF CARMEL 1/4"=1' N/A 3RD & 4TH AVENUE SW Q` o FOR APPROVAL 4'11;t��X7-28-06 VERTICAL SCALE DESIGNATION a No. D IGN ENGINEER DATE N/A LL z = PE 9300171 U w o STATE OF EROSION CONTROL PLAN INDEX EROSION CONTROL PLAN INDEX (CONT. ) Al - EROSION CONTROL TABLE OF QUANTITIES _ ; ..._ B5 SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS e , METHOD SHOWN ON PLANS. REFERENCE INDOT SPECIFICATIONS AND STANDARD DRAWINGS `- EMPORARY '� � .�. .. • .. . 4r TEMPORARY _ MmB2 LOCATION TEMPORARY DROP B6 STORM SEWER INLET PROTECTION MEASURES SILT RIPRAP SEDIMENT INLET SHOWN ON PLANS. REFERENCE INDOT SPECIFICATIONS AND STANDARD DRAWINGS FENCE DITCH CHECK �* TRAP PROTECTION 2 , H B7 — RUNOFF CONTROL MEASURES STIR. NO. Ft. TON TON EA. NOT REQUIRED ON THIS PROJECT PROJECT .a; . 70+36 PR-1 17A 1 REA 6+50 'S—l ' 29 1 B8 — STORMWATER OUTLET PROTECTION MEASURES �� $'; 8+36 'S-1 ' 30 1 NO STORMWATER DISCHARGE LOCATION ON PROJECT SITE. • , Or 9+58 S-1 31 1 B9 — GRADE STABILIZATION STRUCTURES r 9+85 'S-1 ' 32 1 NOT REQUIRED ON THIS PROJECT ��..- TOTALS 5 B10 — LOCATION DIMENSIONS, SPECIFICATIONS AND DETAILS OF EACH STORMWATER QUALITY MEASURE CZ F s LOCATIONS SHOWN ON PLANS. USE INDOT STANDARD SPECIFICATIONS, SECTION 205 AND DETAILS. EROSION CONTROL PLAN INDEX B11 - TEMPORARY SURFACE STABILIZATION , i USE INDOT STANDARD SPECIFICATIONS AND DETAILS. {" A3 - NARRATIVE DESCRIPTION ROAD RECONSTRUCTION WITH PROPOSED CURB & GUTTER, SIDEWALK, STORM SEWER, ASPHALT ROADWAY AND SODDING. PROJECT LIMITS FROM INDUSTRIAL B12 - PERMANENT SURFACE STABILIZATION " y DR. ON 3RD AVE SW NORTH TO MAIN ST. ON 4TH AVE SW. PROJECT LOCATIONS OF SOD ARE SHOWN ON PLANS. USE INDOT STANDARD REALIGNS ROADWAY JOINING 3RD & 4TH AVE SW. SPECIFICATION AND DETAILS. , A5 - LEGAL DESCRIPTION OF SITE - c". �. •� • � � � �q THE PROJECT SITE IN HAMILTON COUNTY IS LOCATED IN THE EAST HALF B13 MATERIAL HANDLING AND SPILL PREVENTION SPILL PREVENTION SHALL BE ACCOMPLISHED BY UTILIZING SPILL GUARDS IN EQUIPMEMT OF SECTION 25, TOWNSHIP 18 NORTH, RANGE 3 EAST IN THE CLAY CIVIL TOWNSHIP IN THE CITY OF CARMEL, INDIANA PARKING AREAS. MATERIAL HANDLING SHALL BE PERFORMED AS RECOMMENDED BY THE A 81 MANUFACTURER. ON—SITE FUEL STORAGE TANKS SHALL HAVE EMERGENCY STORAGE A7 — HYDROLOGIC UNIT CODE CAPACITY DIRECTLY BELOW THE TANK IN CASE OF RUPTURE. ANY HAZARDOUS 05120201090030 MATERIAL SPILLAGE SHALL BE COLLECTED AND/OR CLEANED IMMEDIATELY BY A TRAINED INDIVIDUAL AND DISPOSED OF IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL CROSBY SILT LOAM (CrA) A8 — NOTATION OF ANY STATE OR FEDERAL WATER QUALITY PERMITS REGULATIONS. This nearly level soil is on broad plains, on ridge tops in rolling areas, or in low NONE INDIANA DEPARTMENT OF NATURAL RESOURCES (317)233-3870 drainagewcys. Slopes are 0 to 2 percent. Runoff is slow. Wetness is the main limitation. A9 — SPECIFIC POINTS WHERE STORMWATER DISCHARGE WILL LEAVE SITE CARMEL FIRE DEPARTMENT (317)571 -2600 AT TWO LOCATIONS, VIA EXISTING STORM SEWER AT 9+85 ON 'S-1 ' & 79+06 ON 'PR-1 ' SEDIMENT POLLUTION FROM SITE DISTURBING ACTIVITIES SHALL BE REMEDIED BY EROSION MIAMI SILT LOAM (MmB2) A10 — LOCATION AND NAME OF ALL WETLANDA, LAKES, AND WATER COURSES ON AND ADJACENT TO THE SITE CONTROL MEASURES. ALL SOLVENTS, PAINTS, AND SOLID WASTES SHALL BE PROPERLY This gently sloping soil is along drainogeways that corns areas of somewhat poorly NONE DISPOSED OF IN ACCORDANCE WITH BMP CN-105 AND BMP CN-106 FROM THE CITY OF drained Crosby soils. Slopes are 2 to 6 percent. Runoff is medium. Moderate erosion is CARMEL STORMWATER TECHNICAL STANDARDS. A CONCRETE WASHOUT AREA SHALL BE the main limitation. A11 — IDENTIFICATION OF ALL RECEIVING WATERS UTILIZED AS SHOWN, PROPERLY MAINTAINED AND REMOVED AT THE CONCLUSION OF THE MUNICIPAL STORM SEWER IS OWNED BY THE CITY OF CARMEL AND OUTLETS INTO LITTLE COOL CREEK. CONCRETE ACTIVITIES WITH DISPOSAL AT AN APPROVED WASTE SITE ORTHENTS (MmB2) . Al2 — LOCATIONS OF POTENTIAL DISCHARGES TO GROUND WATER These nearly level to steep, deep, will drained soils are on uplands and terraces which PROPOSED UNDERDRAIN SYSTEM (SEE TYPICAL SECTION AND CROSS SECTIONS) B14 — MONITORING AND MAINTENANCE GUIDELINES have been changed by man. A13 — 100 YEAR FLOODPLAINS, FLOODWAYS AND FLOODWAY FRINGES MONITORING AND MAINTENANCE SHALL BE IN ACCORDANCE WITH INDOT STANDARD PER FEMA COMMUNITY PANEL 18057CO207F, EFFECTIVE 2/19/03 (SEE MAP). SPECIFICATIONS. B15 — EROSION AND SEDIMENT CONTROL MEASURES FOR INDIVIDUAL BUILDING LOTS A14 — PRECONSTRUCTION AND POST CONSTRUCTION ESTIMATE OF PEAK DISCHARGE (100 YR STORM) NOT APPLICABLE. I' O 0 ZONE X PRE AND POST CONSTRUCTION DISCHARGE= 6.99 CUBIC FEET PER SECOND IN STORM SYSTEM. Cl — PROPOSED POLLUTANTS AND SOURCES ASSOCIATED WITH PROPOSED LAND USE ° CJ A15 — ADJACENT LANDUSE THERE IS A POTENTIAL FOR POLLUTANTS ASSOCIATED WITH VEHICLES INCLUDING FUEL, ,r=--'� "`` G r r t LANDUSE IS SINGLE—FAMILY HOUSING ALONG THE 4TH AVE SW LIMITS AND COMMERCIAL ALONG THE HYDRAULIC FLUID, ENGINE OILS AND LUBRICANTS, ANTIFREEZE AND OTHER PETROLEUM ALONG THE 3RD AVE SW LIMITS. PRODUCTS. A16 — BOUNDARIES OF DISTURBED AREAS C2 — SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION �� f CONSTRUCTION LIMITS SHOWN ON THE PLANS STORMWATER QUALITY MEASURES ARE IMPLEMENTED WITH CONSTRUCTION OF PROPOSED A17 — IDENTIFICATION OF EXISTING VEGETATIVE COVER IMPROVEMENTS. GRASSES WITH A HANDFUL OF SMALL TO LARGE DECIDUOUS TREES, MAJORITY OF ASPHALT ROADWAY C3 — DESCRIPTION OF PROPOSED POST CONSTRUCTION STORMWATER QUALITY MEASURES ' *} (Z .`C� `- •' r� I `'I' _ A18 - SOILS MAP INCLUDING SOIL DESCRIPTIONS AND LIMITATIONS (SEE MAP) POST CONSTRUCTION STORMWATER POLLUTANTS SHALL BE DETAINED IN THE CATCH BASIN I; . A20 - PLANS FOR ANY OFF SITE CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT STRUCTURES PRIOR TO THE STORMWATER OUTLETTING INTO THE CITY'S EXISTING STORM o _ � tr STORM SEWER ALONG 2ND ST SW SHOWN ON PLANS AND INCLUDED IN DISTURBED AREA. SEWER. ZONE A ' ` i f f rt C4 — LOCATION, DIMENSIONS, SPECIFICATIONS AND CONSTRUCTION DETAILS OF EACH STORMWATER - -� A21 — LOCATIONS OF PROPOSED SOIL STOCKPILES AND/OR BORROW DISPOSAL AREAS _ QUALITY MEASURE AREAS NOT DETERMINED AT THIS TIME, APPLY TO CONTRACT LOCATION OF WATER QUALITY MEASURES SHOWN ON PLANS AND DETAILED IN STRUCTURE DATA TABLE. ff B1 — POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES C5 — DESCRIPTION OF MAINTENANCE GUIDELINES FOR POST CONSTRUCTION STORMWATER QUALITY THERE IS POTENTIAL FOR POLLUTANTS ASSOCIATED WITH CONSTRUCTION MACHIIJERY INCLUDING MEASURES DIESEL FUEL, HYDRAULIC FLUID, ENGINE OILS AND LUBRICANTS, ANTIFREEZE AND OTHER THE CITY OF CARMEL WILL MAINTAIN THE STORM SEWER SYSTEM AND INSPECT PETROLEUM PRODUCTS. IT IS UNAVOIDABLE FOR A SMALL AMOUNT OF THESE POLLUTANTS TO PER THE CITY'S SCHEDULE. MAINTENANCE WILL INCLUDE CLEANING DEBRIS FROM THE �• CONTAMINATE SOIL IN THE GRADING AND CONSTRUCTION OF THE SITE. THERE IS ALSO POTENTIAL CATCH BASIN STRUCTURES. - FOR SOLVENTS, PAINTS, SOLID WASTE AND DEBRIS FROM CONCRETE PLACEMENT. B2 — SEQUENCE OF STORMWATER QUALITY MEASURE IMPLICATION PROJECT 1 . CONTRACTOR SHALL SUBMIT EROSION CONTROL PLAN PER INDOT STANDARD SPECIFICATION 108.04 AND SECTION 205. q 2. HOLEY MOLEY SHALL BE CALLED 48 HOURS PRIOR TO STARTING CONSTRUCTION CONCRETE WASHOUT AREA SIGN COMPACTED 3. INSTALL TEMPORARY DITCH INLET PROTECTORS AS SHOWN ON THE PLANS IMMEDIATELY ZONE C — AREA ABOVE 500 YEAR FLOOD LEVEL WITH MINIMAL FLOOD HAZARD AFTER THE RESPECTIVE PROPOSED STORM SEWER STRUCTURES ARE INSTALLED. EMBANKMENT MATERIAL 4. TEMPORARY SEED ALL DISTURBED AREAS WITHIN SEVEN DAYS. 1' (MIN.) AROUND 5. EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL VEGETATION IS SECURE. EXISTING GROUND PERIMETER �'1 3 1' (MIN.) 3'1 w 1' (MIN.) _. n iir—ii—n m! B3 — CONSTRUCTION ENTRANCE _ �7 CONSTRUCTION ENTRANCE SHALL BE DETERMINED BY CONTRACTOR AT AWARD OF BID. w� 10' x 10' MIN. �w B4 — SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS <J" SHOWN ON PLANS. REFERENCE INDOT SPECIFICATIONS AND STANDARD DRAWINGS �o-L CONCRETE WASHOUT DETAIL CL<_j NTS x :1 x�Z 7 Y Q �U V 7 Q M W/O ����°����9eaana NnuNUgNli�Uiiiigiiii V w CITY OF CARMEL HORIZONTAL SCALE BRIDGE FILE �w N °°����Q'� x-TEiR6 <c, RECOMMENDED NSA NSA 7-28-06 VERTICAL SCALE\ RFa' �/i� FOR APPROVAL 3RD & 4TH AVENUE S 11 C LE DESIGNATION w z N0. D IGN' ENGINEER DATE N/A z r w _ PE 9300171 0' w W,< ' . o STATE OF EROSION CONTROL SURVEY BOOK SHEETS L- C, Fs INDIANP �? DESIGNED: JJV DRAWN: TB g of 17 w � Ln OL�� Transportation& CHECKED: BE CHECKED: JV TABLE p OnnnNi�imom�o� �`o �� CONTRACT PROJECT Development Consultants 05-10 O O O O O + + CD Ln CD CD CD _ O - _ + I O ° r f,. O 31 0 - X ° ° r _ d -21w ST aw 72+25 ----------------- 4TH AVER ,' ° ------- ------- 33 _ - -- ,r`- --- Decorative Street Sign ,' STOP - f City of Carmel Stds. ° 32 R4-7 r. ,F I r^ I ----------------------------------------- ---i �_- 16 ;Y I � 1 r" 71+07 1 I , 31 R4-7 PAVEMENT MARKING LEGEND + 31 LINE, THERMOPLASTIC SOLID WHITE 4 INCHES LINE, THERMOPLASTIC, SOLID YELLOW, 4 INCHES 33 TRANSVERSE MARKING, THERMOPLASTIC STOP BAR 24 IN I gyp. CHES � I 16 f 31 OX DECORATIVE CROSSWALK TRANSVERSE MARKING, THERMO, CROSSHATCH, YELLOW, 12 IN. ------------ --- — 31 - --- ------------------------------ � --------------------------------- 32 _ SIGNING LEGEND 31 68+46 -------------------------------T-- \ 16 NEW SIGN AND POST .k tit--------- ------------------------------------------- 16 SPEED LIMIT 25 I I R2-1(25) I O O O�� - I + + 78+91 OIII r SPEED O 00 00 +II �- -------------------------------�---- - --- LIMIT + / 78+88 STOP ' Co I II' 25 0 ' Emerson Rd I / ---------- 4TM AVE it r I ° �q----------- _ R2 1(25) ° d Decorative Street Sign 16R1-1 I ... . _... 16 City of Carmel Stds , ' 'a a o ° l O 16 ,/ 1 ---- / O _ / a ° d ° e ° - ° - e d ° - 1 G ° ° d ed L---� ° ( d � ° X \ \ 3 L I I Q Do / f II rl- / I { r V 4th A VF W X _ � 4 t h-AI/E. , Q SW - - - � YP 1 32 , - - _ - --- :_ - - - -- 22, D �- rr- T X' : I 24'-0 � , I / I i w / 1 , W 3 I ° d d U °d ------ 78+945 4'-(1 typ 79+35 I— 1 w ST aw 16 1 =33 Q 4TH AVE ew - ecorative Street Sign STOP�, it �-- I City of Carmel Stds. III � , I I -------------------------- -z----------�I I R1-1 _f- -- -- a� i � I IIII W I LLJ > � I Q %3 Q J O W x �� (h Y Q E� HORIZONTAL SCALE BRIDGE FILE �< Q r,;cg9ui \ G RECOMMENDED CITY OF CARMEL 1 "=20' N/A FOR APPROVAL 7-28-06 3RD & 4TH AVENUE SW VERTICAL SCALE DESIGNATION No. = D IGN ENGINEER DATE N/A r w PE 9300171 ��n Q— = � ' STATE OF w = L-L,�z� ��\ DESIGNED: JJV DRAWN: TB PAVEMENT MARKING & SURVEY BOOK SHEETS wWwwo S D�nN 10 of 17 �� 1N a �� . CONTRACT x D o�� CHECKED: BE SIGNING PLAN����� ��Na����,� �{,{,��� °����w� CHECKED: JV N PROJECT 05-10 PA V M N T OUANTITIES AND APPROACH TABLE SURFACE HMA MATERIAL FOR ROADS BEYOND R/W LINE z HMA HMA COMPACTED Cl UJ DESCRIPTION - z z LJ F- F_ w C) to FOR v Z w w w ELF w w E,� w MATERIAL FOR COMPACTED LOCATION (APPROACH TYPE ° Z °Q < o U w Q w GRADE EXCAVATION APPROACHES Q W z Z EL w � ;`� E AGGREGATE _ w i � _ E _ c� Eo 0 o a a 3 w W cn w 3 Q w to = Q w _ woz w ;` z ,,,oz w ° a ° �,, E ° v 0 FOR z w oca N N of � 1= Q wood N Jo o w o W AGGREGATE FOR OR CLASS) ° m m N z t3 Ib/ dZ v=i z� m N m vm V) :z v=i z�T'v=i m N v=i Q Q Q Y BASE NO. 53 BASE ov Q a 1 2 3 CUT FILL o SURFACE INTER. w ~ w ~ o U Q N0. 2 s REMARKS Ib/yd to V) a� 0 ° DEPTH DEPTH 165 275 165 275 330 6„ 8„ �„ 5„ ft ft ft ft ydZ yd2 yd2 % % % yd' yd' yd TON TON TON TON TON TON TON TON TON TON TON TON Sq. Ft. Sq. Ft. TON TON T AT&T Dr. on _ ON TON TON TON TON TON Industrial Dr. CLASS III 24' 29' 21 .5 +2.4 79.1 _ 26.4 -- -- - -- - - ------- 1 +31 RT. CLASS IV 24' 43' -1 .4 9.6 16.0 - - -- - - - -- -- +29 RT. MOD. CLASS I 23' 11 ' 6' +2.0 -- --- - - � a 51 .7 -------78+22 LT. CLASS I 10 27' 17' +2.0 +11 .5 28.4 - _� -_4.4 - - 0+29 LT. CLASS I 17' 17' 7' -- Q 5 --- +2.0 +8.3 30.4 - - -- -- _ - - - +1 LT. CLASS I 12' 21 ' 11 ' +2.0 +8.3 31 .2 - - - - - 10.4 - - - - - MAINLINE -- - 361 601 719 5.8 1 ,211 - --- -- STORM _ - 967 -- - - - 74+27 LT. CLASS III 30' 23' - s� �_r�„ � r�� 74 - - -- -- 76.8 - - �5:6 + T. CLASS I 12' 5' - +2.0 _- 2.2 SIGN SIGN POST SHT. SIGN SUMMARY S POST - ROUND UNDERDRA NO LOC ATION SIZE ENCAPSULATED LENS SH 2 ., PCODE EET SIGN z IN T AREA (ft ) ENCLOSED LENS SHEET SIGN AREA (ft ) 3 � DECORATIVE POST TYP. 2 2 x 2 x 12 ga. COMMENTS U��•�,� REINFORCED UNREINFORCED REINFORCED UNREINFORCED DECORATIVE DECORATIVE POST LENGTH ft POSM21OTAL POST LENGTH ft POST LENGTH ft TRAFFIC SIGN SHEET SIGN Type 4 Pipe -- inch x inch 0.080" 0.100" 0.125" 0.080" 0.100" 0.125" 1 2 TOTAL 1 1 2 TOTAL 1 2 TOTAL EA EA L L C 0 • - Z 68+46 RT. R2-1 (25 24 x 30 5 0 - -- -- - - - 13.0 13 0 - _ 71+07 - -- - - - - - - ,� - - R4-7 24 x 30 5.0 - , '� - - 13.0 13.0 - •- - - -72+25 R4-7 24_x 30 5.0 - -- - --- __ J w _ - _ 13.0 13.0 75+48 RT. ✓�✓1 ✓ ✓ ✓✓✓✓ ✓✓✓ - - - -- -- - -- - °� ~ to 0 0 �-v = v c�c� a� � > �� x✓3�0 ✓ ✓✓�"6:75�✓✓ 1 � � rn � c � �lyc� _ o I a) 78+91 LT. R1-1 30 x 30 6.25 13.0 13.0 -- 3 ( L 79+35 RT. R1-1 30 x 30 6.25 - - _ 1 13.0 13.0 __ o a N 81+00 LT. R2-1 (25) 24 x 30 5.0 -- 1 (ft) (yd2) (yd3) (Ton) (%) ICE 13.0 - 1 (Y/N) Remarks 75+00 RT. STREET SIGN - - - "PR-1" - - - - - - 1 4th AVENUE SW / 2nd STREET SW - ---- + _ . STREET SIGN - - - 8+94 RT. STREET SIGN 1 4th AVENUE SW / EMERSON ROAD 1 4th AVENUE SW / 1st STREET SW 71+00 _ 71+95 LT. 95 65.1 8.6 831.94 N 21 831.75 Ca for Future Connection 71+99 LT. 168 115.2 15.1 --- NOTE: SEE CURB DETAILS FOR LOCATION 73+67 831_.94 N 21 831.75 OF RIM ELEVATIONS FOR INLETS. S T RUC --_ TURE DATA 73+71 LT. 201 137.8 18.1 LOCATION 833.05 N 24 832.50 DESCRIPTION ELEVATION 75+73 �, THICKNESS v> o _ � - � v ° z f- 75+73 - m F- N SIZE a c ,� o F_ LL- p- U w w - z o U LT. 119 81.6 10.7 - -- v I- to } z UP DOWN x = 0 x w - x o' w u'-' NEENAH w F- - w ~ TYPE RIM w ``' ow I v N w v z N REMARKS STATION o w v v w 77+08 3.34 N 33 833.25 - w STREAM STREAM a a' Q w ° 0 z CASTINGS z _ z J m m � w o z `r' o o_ N o 0 77+12 832.29 N 35 832.20 V) C N N Q LJ � v v a" v ~ 78+66 LT. 154 105.6 13.9 INCHES FT. ELEV. ELEV. ELEV. CYS INCH INCH SYS LBS CYS EA. TYPE LINE "PR-1 " - -- 71+52 RT. 43 29.5 3.9 17A 70+36 X 15 RCP Pipe Catch Basin, 18" 35 835.00 831.94 831.73 1 13.8 71+95 831.80 N 21 831.25 Ca for Future Connection 18 70+75 X 15 RCP Manhole C-4 136 831.14 830.05 1 63.1 R-4350-D 18 To be removed in Phase II 23 Stub 4 Lft. of RCP NE for Future Connection 711±99 RT. 168 115.2 15.1 21 71+97 X 12 RCP Inlet B-15 50 831.75 831.25 1 11.2 22 73+67 _ 831.80 N 22 831.25 22 71+97 X 12 RCP Inlet C-15 8 831.25 831.17 1 1.8 23 73+71 ---- - 23 71+97 X 15 RCP Manhole C-4 166 829.95 828.29 1 77.1 - - - - -- 26 74+83 RT. 112 76.8 10.1 832.91 N 25 832.17 24 73+69 X 12 RCP Inlet J-10 33 _ - - -_- 832.50 832.17 1 8.2 25 75+78 25 73+69 X 12 RCP Inlet M-10 6 832.17 832.11 1 1.5 26 RT. 130 89.1 11.7 6 73+69 X 15 RCP Manhole C-4 131 828.19 826.88 1 125.1 77+08 833.20 N 34 833.11 27 75+10 X 15 RCP Manhole C-4 120 826.78 825.58 1 163.3 27 77+12 - - 29 78+66 RT. 154 105.6 13.9 832.15 N 36 832_.06 _ 33 77+10 X 12 RCP Inlet J-10 19 833.25 833.06 1 2.5 33A 33A 77+10 X 12 RCP Manhole C-4 163 832.87 831.24 1 30.9 35A -- 7+10 X 12 RCP Inlet J-10 14 833.11 832.97 1 1.8 33A - -- ---- - +68 X 12 RCP Inlet B-15 19 832.20 -832 -------- 35A -- 35A 78+73 X 12 RCP Manhole C-4 42 828.11 827.69 1 25.6 37 - - -- - - - -- let B-15 15 832.06 83190 1 2.0 -- . A 37 79+06 X 12 RCP Modified Manhole C-4 1 - + X Co ne emeve Ex. Stir. & Pipe, n - 831.50 831.31 1 3.6 38A - -- -- _--_ -- 38A 79+74 X 12 RCP Manhole C-4 101 831.12 830.11 1 28.8 35A _ 39 79+74 X 12 RCP Inlet B-15 14 831.36 831.22 1 2.7 2 ----- 38A - 2 LINE "S-1 " ** Modified Manhole, Type C with 51" Sump Below Outlet Invert. - - Structure to Include Catch Basin Hood. --- - -- 28 DELETED 29 6+50 X 15 RCP Manhole Type C 187 834.38 824.87 823.00 1 203.4 30 + X 15 RCP Manhole T e C R-4342 30 Remove Exist. Structure & Pipe Type 122 831.91 822.90 820.46 1 128.6 1 9+58 X 15 RCP Modified Manhole C R-4342 31 Rem ve xi t. tructure & yP 2 8 8. 5 820.36 8 9. 2 1 25.8 R-4342 32 Remove Exist. tr cture & Pipe, ** > 1 32 9+85 X 2 ype 828.97 Q -4342 Connect to Exist. 18", Remove I r. & Pipe - z W° ` 37A 79+07 X Existing Sanitary M.H. 835.09 cj Adjust Casting to Grade Q 37B 79+23 X Existing Sanitary M.H. 834.95 Adjust Casting to Grade,-) i 27A 75+38 X Existing Soni+ary M.H. 837.38 - - - w ✓ Adjust Casting to Gra e J c0 Q TOTAL 1344 922 121 Y Q Q J U ¢ \\\111111111hllllll;i!I III'llfll///////l/i/// O�W D (n N �. V ORS y - s s HORIZONTAL SCALE BRIDGE FILE F �P����STE,�F'4,� RECOAP APPROVAL 7-28-06 CITY V F CARMEL N/A N/A Na. = 3RD & 4TH .AVENUE X71) VERTICAL SCALE DESIGNATION z = D IGN ENGINEER DATE N/A o Q z ® ® n PE 9300171 X STATE OF w 1 1 DRAWN: TB SURVEY BOOK Li L �° DESIGNED: JJV SHEETS x -D o�ii Fss ND I ANP MIS CELLANE 11 of 1 7 Transportation Coon& �oNA� OUS TABLES o„���� ��o�o CHECKED: BE CHECKED: JV CONTRACT PROJECT Development Consultants 05-10 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 840 - - - -- - - a4o-- ---- Ex. Elev. 837.44 — T - 71 Prop. 1=tev 5:72- - _ _ - 71 - _ - _ _ (935 1 AC =161.4 AF =6.1 — — VC =238 VF =20 , i - ---_ 30 -- - tr. No. 18 31.05 — -- - - -- - - — Ex. Elev. 837.41 Prop. Elev. $ 5.85 + - - _ - _ 71 AC =1 3. AF =0,1---- - -- �- - - - - - - - - - .4 - - - - - - - VC =0 VF =0 DRIVE R T. Str. No. 18 831.18 - - --- --- $4 Q- ----- n7l _ _ _ Ex. Elev. 835.41 Prop. Elev. 8 6.06 71 - - — T 50:1 _ AC =95.9 AF =15.9 VC =117 VF =15 Str. No. 18 BEGIN RROJECT 831.39 STATION 00 71 + _ i n�o' Ex. Elev. 836.10 Prop. Elev. 36.31 70 AC =30.8 AF =0.8 JU VC =48 VF =1 Str. N 7 0 8 0+75 831.53 i X Ex. Elev. 836.54 Prop. Elev. 6.72 _ i p 70 _ _ _ - _ 70- - - - _ — T — � � - - - Q- ,— '� + _ AC =20.9' AF =0.4 — — — — — — - - - - -- VC =0 VF =0 Q _ m . W +36,831 .94 m > BEGI INCIDENTAL CONSTR. w STATION 69+84 Ld 0 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 CD � o co RECOMMENDED CITY OF 'CARMEN HORIZONTAL SCALE BRIDGE FILE sQ� �P 1STF4 F !F . .. .. �� Fa FOR APPROVAL 7-28-06 3RD & 4TH AVENUE SW VERTICAL SCALE DESIGNATION - — -- _ = No. _ SIGN ENGINEER DATE 1 =5' � Q = PE 9300171 --- - -_ LL o STATE OF u-, SURVEY BOOK SHEETS z �� ? ° N J V. DRAWN: CROSS SECTIONS - - -- 0 Qz -,`�s �NOiANP Q� 12 of 17 w w w o ���,,,;, m �m - -- —-- -- �N�,A,���,,;,,,,,,,,,,,,,,,�, CONTRACT - PROJECT CHECKED: B.E. CHECKED: J.V. � SINE ��° � 05-10 X Cl Lim , 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 840 Ex. Liev.-838-29- —-- _ -- - ------ --8.4Q 74 - - - - — - - 3 - - - - d - - - - Prop. Elev. 8 6.88 - - - - - - - - - - - - - - - --�;�- � ' — � - - _ - - - - - - - - - - - - - 74 00 + AC =118.4 AF =0.0 VC =235 VF =0 -- -- - - - - Str. No. 23 829.33 --- ----- — --- -_-- - - 4 Ex. Elev. 838.20 73 — — _ _ — — — T — — — — — — — Pro . Elev. 36.51 - - 50 _ - -8-3-5— ----- 50 VC =269 VF =0 --- +69,832 50 r. o. ------ — --. — _— +69,83217 Str. No. 26 ® 73+69 829.67 Ex. Elev. 38.13 --_c.40 --- -- _ - -_— - - - — - - - - � - - - — - - - — — — — — — — — — T — — — - - — -- — - - - M3 - - - - — — - - - — — — — - - 1 Prop. Elev. 836.14 T - 73 + AC =155.6 AF =0.0 5 VC =310- VF =0 vo Str. No. 23 829.9 Ex. Elev. 837.48 - - - - - - - - - - - - -- - - - - - - - - - - - - - _ - - 72 - drop. rev. 8 56 3� - - - - - - - - - - - - - - AC =179.4 AF =0.0 VC =327 VF =0 Str. No. 23 83034 R40 40 — — — — — — Ex. Elev. 836.95 — - - - - - - Prop. 1=fev.-8 .57 - - - 2 + - - - -3: J U) - - + - - - - - CL C935 r - _ cn AC =173.3 AF =0.0 W - Q - �+ m --- -- - -- Str. N o. 21 Str. No. 22 +97,831.75 ® +97,831.25 > N r. No. 23 ® 71+97 w 0.69 Li 0 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 °o HORIZONTAL SCALE BRIDGE FILE Q um,wi,�iwi"uinyMRbg7iiip VOR� RECOMMENDED CITY OF CARREL o �Py���1sTERFp��/' FOR APPROVAL Z7-28-06 VERTICAL SCALE DESIGNATION DATE 3RD & 4TH AVENUE SW 5 - No SIGN ENGINEER " -- Q - -u PE 9300171 � �0 STATE OF 'L -� � w o cc, SURVEY BOOK SHEETS � oQZ �s ��o�AN �? DESIGNED: JV. DRAWN: T.B. CROSS SECTIONS 13 of 17 LLJ CONTRACT PROJECT CHECKED: B.E. CHECKED: J.V. LINE ER® 05-10 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 ° 25 _ 30 35 40 45 50 55 60 65 70 75 845 845 76 Ex. Elev. 837.90 Prop. Elev. 837.67 -- _ _ 76 + - � � 00 — — - - + _ _ - - - - - - - - - - - 00 AC =52.4 AF =1.3 VC =94 VF-_ - - - - -- - Ex. Elev. 837.95 Prop. Elev, 837.82 -- - 75 - - - - - - — - - - - - 1 - -- - - - — - - - - - - - - - - _ — _ - ' 75 50 AC =48.9 AF =03 — , — - - - - - — - - - - - - - 50 VC =92 - Ex. Elev. 837.79 Prop. Elev. 837.79 -840- -- - ---- 75 — - - - - - - - - - + 30 -- - - - - - - - - - - 30 AC =120.7 AF =0.0 _ VC =0 --VF STREET A PR. RT. 2ND ST.' SW Ex. Elev. 838.02 --- - --- _ Prop. Elev. 837.63 3• 7J — - - - - - - - - - - — — � — — � � - - - - - - - - - - - - -- 00 00 AC 56.6' AF =0.5 TQ STR 0 Str. No. 27 @ 75+1 828.58 c9 40 Ex. Elev. 838.3 840 X 74 — — — � - - � � - _p — — — — — - - - - - — - - 74- - - - 30 - + 30 AC =147.2 AF' =0.0 w _ VC =0 VF 0 Q Q _ - — DRIVE T @ +27 w - w o 0 $tr. No. 26 828.9$ w 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 CD u �� °°���� ����� "' CITY HORIZONTAL SCALE BRIDGE FILE o � �Q VOR/„� , RECOMMENDED CITY ®F CLiRMEL �„ - X o ���Py S T /,q `% - X T ��ND�R�0 FOR APPROVAL ' VERTICAL SCALE DESIGNATION 3RD & 4TH AVENUE SW Q = SIGN ENGINEER DATE w � - PE 9300171 - 1' =5' w o STATE OF w --- w � �� -� DESIGNED: J.V. DRAWN: T.B. C�®�� SECTIONS SURVEY BOOK SHEETS ° QZ i - S 1V - - - w ~ z S NDIA10' 14 of _ 17 wwwo ONAL X o w CHECKED: B.E. CHECKED: J.U. LINE n, ����������������������� p°,,,� _ p " CONTRACT PROJECT 05-10 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 Ex. Elev. 837.47 Prop 78 — _ _Elev.�8 6.34 78 _ - - - _ _ - - - - 00 35 - AC =92.3 AF =0.0 VC =172 VF =0 - 831:4 - Ex. Elev. 837.75 Prop. Elev. 836.67 77 77 - - - —31 -- - - - — — — — - - - - - - - -- — - - - - - - - 3 , + + 50 AC =93.1 Al =0.3 VC =162 VF =0 Str. No. 33A r Ex. Elev. 837.98 Pro . Elev.-a37-00— , _ 77 77 - - - - - - - - - - _ 00 8 35 — — - — 00 -_ 832.06 832 Str. No. 3 Str'. No. 3 ® +10, 853.25 Str. N 33A @ 77 10 @ +10, 833.11 '' AC -81.7 AF -0.0 St . VC =143 VF =0 ------ \ Ex. Elev. 837.92 76 76 ` Prop. Elev. 837.34 + -- -- - 50 + - - AC =72.5 AF =0. c9 35 vc �iiI6 VF : : Q Ex. Elev. 837.92 76 Prop. Elev, 8 7.48 76 > — 29 _ DRIVE RT. z AC =77.7 AF -0.0 tic m _J W J IJ o 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 W HORIZONTAL SCALE BRIDGE FILE Ili ch � 0 ,:,�,,,,,,,,°,, CITY p �p C) Q �� y R/S RECOMMENDED OF CL- RME 1 =5' °o i° �� ���ksrERFa�� FOR APPROVAL Z=ER 7-28-06 ��JL1l AVENUE VERTICAL SCALE DESIGNATION X N No. SIG DATE �� 1' =5 _ PE 9300171 cr W Q STATE OF �\- DESIGNED: J.U. DRAWN: T.B. CROSS SECTIONS S SURVEY BOOK 15 SHaEETS 17 o Q z '1,,ss7 0 N A 1. � z �� ���� CHECKED: J.V. LANE ����� �� CONTRACT PROJECT v W W CHECKED: B.E. -- - � 05 10 X 0 i-_:� 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 - — -_ ! _- -�f - - - — -- —-s - -- — -- , -,� - --- - -Ex El�v._$35.87_ Prop. Elev. 835.-34 --,_ — ' — 79 - - - - _ - - + i I I : i , i '� AC =57.4 AF =0.0 � � Str. No. ' 3 -- - - '30 - �- -- I� 68 8 1.50 I I � , I _ - 831.36 , VC 41 II , 1 VF -o Str. IN �8A C� 79 74 , - 831.12 Ex. Elev. 836.17 Prop. Elev. 8 5.58 - - — - 9 15 — — — =— AC =134.7 AF =0.0 5 vc =o VF =o STREET APPR. R . & LT. 1 ST ST. SW RT. -- I M EMIR S O N RD. LT. I Str- No. 38A ' I 830:5 ' Exist. 15 R P - - - t rt- r. o. r - - -- - - 826.47- 827 I .5 II ; I II Ex. Elev. 836.13 Prop. Elev. 8 5.6,7 — — — — — T — i � 4 I ' ' AC =95.1' AF =0.1 ICI , —� VC =173 VF =0 00 I I -+ -- - — ! - N 38A - - - _ -- -L - - - - - - Str., N . 137 - -1 I 827.8 - I, I I I I — i i I — — Ex. Elev. 836.97 _ — I I I — I I i I 78 - _ _ — — — y Prop_Elev_8 6.01 T '�' �7 d - - - - - - - - - ! — 1Q I , I� I q� - Str. No. j.7 l -- - - - - - + - - - -- — - - -- - _ E - _ — : - - -- AC = 1. = +6 832.Q6 - -- - - -_� - VG -170 VF - - +- Str, , $28.1' co I I , II a i)`t-0 Ex. Elev. 837.33 78 -� _ — � L Prop. Bev. 8 6.1,9 - +i1. - — P 78 cn — — -+3• -- o I , :, I x-2.0% 2 — - — — + fl Q 22 w AC =127.8 AF =0.0 8 50 -T - ! t - -- - -- DRIVE LT. n > ! Str: o. 33A w Q ! 830. 5 i I w o 75 70 65 60 55 50 45 40 35 30 25 20 1 5 10 i 5 0 5 o J 10 15 20 25 30 35 40 45 50 55 60 65 70 75 V OR HORIZONTAL SCALE BRIDGE FILE RECOMMENDED CITY ®F CARMEL X c� po,P ISTERFO F � 4,-,,ez7-28-06 FOR APPROVAL 3RD & 4TH A V E �U E S �V_ VERTICAL SCALE DESIGNATION No. SIGN ENGINEER DATE 1 =5' W _ PE 9300171 U >- W o STATE OF CROSS ��C�I®1! SURVEY BOOK o z = �` DESIGNED: w Uz �`rS �NDIANP �j J.V. DRAWN: T.B. SHEETS \,N s 9 16 of 17 CONTRACT PROJECT ��� ,,,,,,,,, ;,,N��A::�� ���„��������������,��� CHECKED: B.E. CHECKED: J.V. LINE PR— I --- - Xo �� 05-10 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 END PROJECT STATIO 81 +19 840 840 Ex. Elev. 34. 8 z 1 Prop, Elev. 834.22 — `+ �. _ -_ - — ul�9 19 --- A = 1.7 AF =3.5 G 6 VC =35 VF =3 , DRIVE LT'. ---- - - - _$4Q ---------- — — — — - - - — Ex. Elev. 834.30 Prop. Elev. 834.35 - 3'1 uo�o -�- -- - � 00 AC =38.5 AF =4.2 T VC =70 VF =10 r ___8:4.0._ — Prop. Elev.' 8 4.68 . - - Ex, Elev. 834.55 R 0 C93 5 835 8 50 50 -- A = 7.2 AF C 3 6 VC =77 VF =7 830 83-0— 840 (940 — — — -— Ex. Elev. 834.76 —, — — Prop. Elev. 83 .82 80 _ _ - 80 29 — — 29 AC =49.8 AF = .3 3 - V = C 0 VF —0 D IVE LT ' ' X 80 _ a — — Ex. Elev. 835.08 prop. EI„v. 8 5.01 C935 R, 9 - ! AC =45.8 AF .4 Li 1 V =96 VF 1 Q C ---- � w o m > -. Q W o 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 � � i o r 3� o < C) �,N HORIZONTAL AL ° ���Py ���S�R�Sc��'�'� RECOMMENDED CITY 1 ®� C�JL� E� XN e o 7-28-06 VERTICALS SCALE DESIGNATION F � FOR APPROVAL 3RD & 4�� AVENUE S� ff+O No. DATE 1 5' Q PE 9300171 = SIGN ENGINEER w -� STATE OF o t SURVEY BOOK SHEETS DESIGNED: J.V. DRAWN: CROSS SECTIONS w o Q �s IIVD I MA c, 17 of 17 W w o ° ///,s7 0 N A L . CHECKED: B.E. CHECKED: J.V. ��NE "P�� � ” CONTRACT PROJECT LLJ Xow�