The URL can be used to link to this page

Guilford Drive Multiuse Path "e HUA * NORAB E JAME6 BRAINAR M D " A YOR PROJECT LOCATION— � - I I � z I � I Arbor f)t e 26th St h° NCIL MEMBERS i i -1 T �II�II�ill RnX SHARP, DISTRICT 1 x KEVIN KIP 9Y, DISTRICT 2 i PROJECT LOCATM Milk �I� BRIAN MAYO, DISTRICT 3 I FI I � JOSEPH G4-�IFFITHS, DISTRICT 4 , I i I� -- �.I. BRED GLASS R, DISTCT ; I I J �► RONALD GRIT-R, AN —LARGE MARK RAT'TRMANN T-11 A:RGE f - j rml r �m --- -- APNMwmpg69H4w�d�WY r f if M h C, s; G E 11 h St 31 w I r 4 M •wn...rro.. ,. ....,gym„ „.......�......u.. ....,,...e. JAMES m - e I C E�� F DRAWINGS SI-iEET N0. * MARY LORI RYA �St- : I+�E I Ji" ,AL CROSS ," "TIONS 2 � �. �. � s � 3-11 r �I , �� E lilt r � m. x • i E...1`� C � �Ls • aS SECTIOW:� 12-2f j t LOCATION MAP NOT TO SCALE DON'T DIG BLIND" i PLANS PREPARED BY: I —800--382 —5544 1 -800-428-5200 CALLS 3UrSIDE MIIANA QJ 3p W 1 Ti--,x Of OF cW�� , 1 i 1 O to z .. .. �"a INDIANA DEPA,RTIvIL C'7 TRA* S'POEI CATION -- - - 4/2.8/06 Transportation _ L'i r W -- Development Consultants /� :°y n z V�¢F- STAN D, lR '� fi �~ '..`' + " :TEL 2r—'; I N DUT N0. DATE REVISIONS BY APPR. C1 T Y OF CA RiWEL PROJECT 0 06 00J& z E . CERTI DATE 34, �HERM.gN oR w v wL'iW Lz L SUPPLEMENTAL ;r4-1A1..Ir)W3. X1D QW� 451-VILAMEZ7 Alas 06 !04 40' HALF R '-0 N.B. LANE 2'-0 /-y 10'_0 4'-0 2'-0 16'-0 S.B. LANE _2'-0 6'-0 6'-0 2'-0 16 L UEN D 165#/SYD. HMA BITUMINOUS SURFACE TYPE 'A' ON 275#/SYO. HMA INTERMEDIATE TYPE 'A' ON 111'r-LINE "A" 5" OF COMPACTED AGGREGATE, No. 53, BASE r- PROFILE GRADE + 1.1' PROFILE GRADE @ STRAIGHT CONCRETE CURB 3-1 PROFILE GRADE ---- ----------- 2% 2% r ---------- 206 SODDING ' 1 1 1--- - PROFILE ---- ---I VARIES 2% 26 TEMPORARY PAVEMENT MARKING TAPE, TYPE 1, MITE, 8" i 115iA; ===Ey 10'_0 6'-0 - ----- -- _ 2% ----- ---- -----'-------------------------------------=_--t----- r---------------_____________— L -—---------------------------------------------- -------- -------- — ——— — —————————————— —————— ---————————--———————————————————————————————— SIGN ASSEMBLY, NO PARKING t-------------- L----------------------------------------------------J L-i -- -------------------------------------- ------ ------------------------ DETOUR ROUTE MARKER L-------------- ---------- IL-a , J 2% 26 26 I---__----- FMRE TYPICAL sEC77ON W17H MEDIAN 6.1 STA 77ON 55+95 TO 66+80 'A' 6 STA77ON 66+80 TO 73+00 "A 2% 1/4" 6:1 ro.- SWALE DETAIL STATION 82+00 TO 91+50 'A STATION 55+95 TO 59+00 'A 10'-0 VARIES VARIES Ji ------ '71+00 'A' STATION 69+50 TO (SEE PLAN AND PROFILE FOR AREAS THAT VARY) EXISTING BITUMINOUS PAVEMENT C-4 EXIST. CURB OR @ LINE nAw C14 SAW CUT PAVEMENT MOIL AU SLOPES SHOWN HERE ARE rT'fCAL 1 26 6" 2% EXISTING PAVEMENT -TYPICAL SLOPES ARE NOTED ON 26 NON 9> -J= --------------- ------- THE CROSS SECTION SHEETS. 10/4e f) NO SCALE TYPICAL SE CT10N WITH CURB STATION 65+50 TO 66+80 'AV DETOUR XM4-8 3+00 TO 822+00A' STATION 7 DAWN TO R7-1 01 MONON D3-1 DUSK CURB NO TES CURING 'COMPOUND SHALL BE PLACED ON ALL EXPOSED 11 r PARKING D� SURFACES, INCLUDING SIDES, MEN FORMS ARE REMOVED. M —1S -RED TO FACILITATE SUP FORMING. 6 HERE R7-11 FACES MAY BE BATTE 116TH STREET TO P CORNER DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE. AA 7- Q ................. GLI Q I I PROPOSED PATH 1 U_ c) N (45�T Uj Li LL CENTERUNE OF EXIST. STREET SIDEWALK 2'-0 13'-0 13'-0 LANE I c U R06 CURB LANE 91-0 9'_0 8'_0 PROPOSED LANE PROPOSED PX:fH_ PROPOSED LANE Z. LLIJ (SOUTH WEST SIDE OF STREET) Ld C111 T ——————————————————————-- ———— —————---—————--------------------------------- ---——--- L——————————————————-- ffi PAVEMENT MARKING L OCA 77ON SECTION A-A Zc z 05 45 _SJAN_.$F_IUQ_L R.- EXIST. PATH STRIPED PATH ROUTE ON EXISTING PAVEMENT N' /A NO SCALE 4 \0 CITY OF CARMEL R o 0 RECOMMENDED D P Ni x ST X, -f- FOR APPROVAL 4/28/06 GUILFORD RD . MULTIUSE PA.TH L-------- -i fy U DATE IGN ENGINEER I SHLETS Lo No. ; �'" , SIGN' 7of 26 PE 9300171 1 �c STATE OF TB CTIONS - 0 Z� D: jiv DRAWN: < DESIGNE P1Q0jEC1 "Z IL "p TYPICAL CROSS SE C'JiNiF\ 11VD I PoO, (:;,- __ I Q�:�j MB CHECKED: jiv C 06-06 cr 0<' ONA CHECKED rransportation& I L Li Lj L, Development Consultants IpUOi iili II Ll�LA cr cn X:D j CD CD CD CD CD CD + + + III I CN II III I Ln Ln 20 0 20 40 SCALE: '!'=2")' EXISTING TS LIGHT & POWER POLE W//RIS[-R J SIORM INLE GUY WIRE S T 7TORM MANHOLE LIGHT POLE 1T F T1 FIBER OPTIC LINE S SAN IAIRY MANHOLE � TELEPHONE LINE SANITARY CLEANOUT TELEPHONE RISER gross T GAS LINE . TELEPHONE MANHOLE GAS VALVE CABLE TV LINE GAS METER CABLE TV BOX WATER LINE UTLITY MANHOLE 7\ 40' HALF APPR. EXSITING R/W o 1 1 i WATER VALVE WOOD FENCE L 01 FIRE HYDRANT 0 .0 IRON PIN I WATER METER SIGN v w --Aw--------W I I.-- — W w SPRINKLER Y { POLE w G cj C, % W- - - - w G G 7--- r_---.y_ I T -- T T T T PATH BY OTHE gross ELECTRIC LINE BUSH DHE 11HL - I--- HHE 514/ nHF EIHE 11H� ELECTRIC BOX 4) TREE TRUNK asph EHE [1HE --- t1HE d'] —Al — — — — — — — — — — — — — — — — — — — ----/— - - --- - - - - - - - - - - - - - = - - - - - - - - - - - - - 12"RCP--- POWER POLE / (RISER) C-� DECIDUOUS TREE --------------- LIGHT & POWER POLE CONIFEROUS TREE --------------------— - Ln 4HE :77 C.P. 000 CONTROL POINT ❑oF CURB AND GUTTER BY OTHERS : C P. 10 _co: --------------- ---------- -- --------- PROPOSED ASPHALT PATH S GUILFORD RD. LINE "A" C/-) N 00'00'49' W SiDEAI K RAMP TYPE G --------------- L------------------------------ ----------- W --------------------------------------------------------------------- cone SIDEWALK RAMP IYPE H osph L-Li SIPEVVAi K RAMP -lYPE E ------------------------------------- ------- ---------- S i-S A E V0,: REIMOVE, & R'-INSIFALL ------------- Z� L ------------------- tl J, ;c� !E,\Y,. A grass asph 4 12" CMP -- --------------- rprap j m : 40' HALF APPR. EXSI-nNG R/W LLJ (D C-) II SECTION LINE III C.P. 102-BRASS PIN STA. 50+00.00,9.18' LT. N:10000.0000, E:10000.0000 El-.=844.92 4- - 850 8 4 ------------------------ ——— --------------------------- -------------------- ---------------------------- A ------ 840 - 840 --- ------- L 835 835 ----------- 830 -- 830 -4� --- 825 8 -T- 8 (20 820 Go 0 trl C\4 h 04 0 Ln 0 0 k C-� C14 C-� U Ln nj 81 ool 00 001 00 00 00 00 co, co, co co cc co co co 00 50 +00 51 +00 52+00 53 +00 54 -F00 H� x- HoiZON!-AL CITY OF CARMEL 05 RECOMMENDED 1"=20' N/ V) a-Q0 S Tc)y,�, -_4- '0 r - FOR APPROVAL 4/28/06 GUILFORD RD . MULTIUSE PATH VERTICAL [j- No. IGN ENGINEER DATE 1"=5' < oz --- —, Z -u PE 9300171 cr- - a STATE OF UJ SURVEY BOOK S�j E E T'S to L.J "S -z cn 0<-Z 01 7 DESIGNED: Jiv DRAWN: T13 PLAN & PROFILE % LP IND I N0' 110 Id bj c- rlT Li Ld lk 0 - —1 (n Transportation& ONA CHECKED: MB CHECKED: Jiv CONTRACT Development Consultants x--)L-�E:2 LINE 11 All CD I CD CD CD CD CD CD CD Ln Q0 00 Lc) Lc) 20 0 20 40 Lc) -- ";GALE: 1'=20' L ED I' EXISTI BEGIN CONSTRUCTION NG INLFT W1 !SER S LIGHT & POWER POLE R ItV GUY WIRE A STORM M,,, STA. 55+95 S INHOLE LIGHT POLE ---------- F FIBER OPTIC LINE ----------------------------------- ------------------------- SANIl.ARY MANHOLE TELEPHONE LINE SANITAFY CLEANOUl TELEPHONE RISER c GAS UNE TELEPHONE MANHOLE GAS VALVE CABLE TV LINE GAS METER 'A CABLE TV BOX 10' WATER EASEMENT w WATER LINE UTILITY MANHOLE Constr. Limits WATER VALVE WOOD FENCE -.,;4 i�l--- -------- I U, FIRE HYDRANT IRON PIN + ----- -------------------W----- ------------------ --------------- 0 WATER METER SIGN TING R/W - ---------40 HALF APPIR. EXSI 0 W W SPRINKLER FLAG POLE cl w w ELECTRIC LINE BUSH — — — — — — — — — — — — — — — — — — — — - -- — — — — — — — — — - - W W W G w w ELECTRIC BOX TREE TRUNK W --- w W W -- W w gross C-) POWER POLE DECIDUOUS TREE grass C) PATH BY OTHERS -- — --- — — i - - I" / (RISER) CONIFEROUS TREE E ❑HE DHE OW DHF F]HE C) LIGHT R& POWER POLE -D OHE OHE OHE OHE E]HE DHE r ssDHE I IH� 11 HE JHE — — — — — — — — — — gry OHF ov� asph ------------------------ PROROSED SWALE C.P. 000 CONTROL POINT Constr. Limits -c, -Q� --------------------- ------------------------- --- ----------- --------- ----- --------------------------------------------- ------------- ------------------------------ --- ---- ----------------------- PROPOSED ASPHALT PATH ---------- ------------------------------------------------------ ---------------------------- LINE "A" C/-) SIDEWALK RAMP TYPE G S GUILFORD RD. N 00*00'49" W SIDEWALK RAMP TYPE H ------------------------__\\-------------------- ------------------- ----------------------------------------------------------------- SIDEWALK RAMP TYPE E P. 105 ------------ T Lli T 4 T --------- T SIGN ASSEMBLY, REMOVE REINSTALL 'IJ STRAIGHT CONCRETE CURB ---------- ------------------------ -------- T grvI T T T T T T LINE, THERMOPLASTIC, SOLID WHI 711.., (.RoSSWALK, T T T T T T T \\V asph 12" CMP gross ---------------------- TING R/W 40' HALF APPIR. EXSI ii Ir 1i II ii u n ii SECTION LINE C.P. 102-BRASS PIN C.P. 105-PK NAIL STA. 50+00.00, 9.18' LT. STA. 55+97.77, 7.75' RT. N:10000.0000, E:10000.0000 N:10597.772, E:10016.788 EL=844.92 EL=844.62 ---- ------------------ 4- 850 o50 ' T-- ---------------- ---------------------------------------- - --- ----- ---- --------------- j 0101 - ------------- - ------------ ------------------------------------- -------------------------- -PROPO PROFII E G 840 - t ------------------- ------- T - 835 835 830 830 825 ul 0 10 82U ---------- 0- 2oll 0 t47) U Lc) C14 rl Ln 00 N 0 -j (D t-) 0) 00 0 - 07�- oo 00 0 Jcll L co I (D --- -- ';t7 t Li 114- n 4-_A*b -,I- cb 00 co 00 co 00 00100 J-()o —------------ 00 co co �0010qo- m co CO 00 CO 00 co 81. 0 co co Go co 00 co 15-9 0 0 L7 57+00 58-1-00 3 56 +00 I_J 55+00 cl 544- 0 0 E < 6 E-l0R17-'-lNTAL SCALE v0l'W�'I' x x Ll� vo CITY OF CARMEL 1 "=20' R/ RECOMMENDED < VERTICAL SCALE LIE S TEy --j Of Q) �6' 4/28/06 -V) % FOR APPROVAL Z' GUILFORD RD . MULTIUSE PATH I-D L cL C--j lk r-I . -- - 1 L DATE - No. IGN ENGINEER /Z �z pes W —W IHI=—= PE 9300171 < -y SURVE BOOK SH E--E7', 41./ -Toi-[� Q- 0 STATE OF DESIGNED: Jiv DRAWN: T13 PLAN & PRO ILE 4 S INDIA IA N T R A C T PROJECT Jiv Transportation& ONAL CHECKED: MB CHECKED: LINE 11 All 06-06 L'r x D o E Development Consultants __T CD r-D CD D CD C-) CD + + C) + V_ rIq + Q0 0 20 40 CD Q0 SCALE: 1"=20* EXISflNG LIGHT & 'POWER F,)« 'R GUY WIRE water J'S LIGHT POLE FIBER OP,C OP'NHOLF TELEPHONE LINE LINE Jer SAN�l AFY �JEANOIJ� ------------ TELEPHONE RISER --------------------------------—----------------------------- ----—------------------------------------------------- -----------------—--------- -—-------------------------------------------------------------- ------ ------------------- -INE TELEPHONE MANHOLE GAS VALVE CABLE TV LINE R CABLE TV BOX C'A'j E TEIR 121 _�P -------::T11_1 7 ------ 'WATER LINE U11UTY MANHOLE ,mits Ei WOOD FENCE II C __�nstr. IJ, Constr. Limit,!� WATER VALVE �D' LIRE HYDRANT IRON PIN --- ---------41........ 11 ALF-121?R_E)(-%W,-R�-W---------------------------------------- WATER MEIER SI GN L---—---- ------- -----------—-- ------ ---------------—- - ---------- -R W -------- —-------— - ----- SPRINKLE FLAG POLE ----------------- .4 W w w w W W _� G ELE('1RIC LINE BUSH W w R� ELECTRIC, BOX 41, TREETRUNK G : POWER POLE (RISER) �1�1 DECIDUOUS TREE ----------------—---------------IFQI�-------— ----------- ---------------—------------------------- gross rD LIGHT & POWER POLL CONIFEROUS TREE �lass CD gross .01*1 1 1 ,, ---- ---- --- DHI []Hl- OHE OHE 0HE Cons{'' Lim-its- H" E'— []HE DL E]HE DHE DHE 7E ------- ------------- 8!F —,-EHE — ❑1HE ❑HE ❑HE C.P. 000 CONTROL POINT C.P. 8391 Q,D Constr. Limits PROPOSED b --------- ---------------------------------------- ASPHALT PATH (f) n SIDEWALK RAMP TYPE G 5 GUILFORD RD. LINE "A" - N 00*00'49" W P I) SIDEWALK RAMP TYPE H --------------------------------------------- -- --- -- ---- ----- -- - - SIDEWALK RAMP TYPE E ------------------ LL) I ASSEMBI Y, REV-(.VL & REINS-l"ALL. Cf) SIGN '-) L L-Li 13 STRAIGHT CONCRETE CURB 40 LINE, THERMOPLASTIC, SOLID WHITE, CROSS'WiALK, '24" s3 I _j 40' HALF APPIR. EXSITING R/W SECTION LINE ,., C.P. 105-PK NAIL C.P. 8391-PK NAIL STk 55+97.77, 7.75' RT. STA. 61+25.84, 18.85' LT. N:105911.772, E:10016.788 N:11125.835, E:9990-062 EL.=844.62 EL=844.16 4 850 J Vt S 3TA -P- 000 845 PROP I 0% t --- ------- --------------------------------------- ------------ ---------- -- --- --------------------------- --------------------------- ---- ------ R RZ F IL —G—R—A D E EXISTING C 8 0 4 8 30 + 8 t 830 - f 825 8 2" 8 0 co 00 0) 0 C-4 0 --- 04 0 0) 41- LO r1r) ro CN c� 00 ID 18 Po Ln CN LO 8 15 00 LO Ln LQ LO cc Ln 4- 4 00 00 00 00 00 00 00 co 00 00 00 00 ------ -,* 00 LO LO It co 00 00 co 00 co 00 00 00 00 CO 00�0_0 _==ico CC CO 00 1,00 1 815 64 -f-00 63 +00 62+00 510 0 61 +00 60 +00 E < C:) V0 R CwlTY OF CARMEL x :E 8 % RECOMMENDED -4 < 0 FOR APPROVAL x Ll� ��z < S 4/28/06 M uj'�rl) I W'i--I GUILFORD RD . MULTIUSE PAT'll pes I D L CL Cl_� No. IGN ENGINEER DATE PE 9300171 D L 1 ;_J 1 vl- < Vo STATE OF Lu B to Qj DESIGNED: Jiv DRAWN: T PLAN & PROFILE 5 f 4 00 >_L'J 0 N LJ !ND I N0, c) J O<Z \x p ------ Mill 1 rl 10"al t Ld ae 0 NAL CHECKED: MB CHECKED: Jiv LINE 11 All u6 -06 LL_ —.- I,--- Transportation& L'i Lj`HI Lj C Of cn _j 0:� Development Consultants x CD C:D O \ (:D (:D CD CD + + + Lf-) co r__ co co co 20 0 20 40 SCALE: 1"=20' L L�j L ND _J EX. 15' SAN EXIST ING QJ SEW T. _y'/" ER ESM LIGHT Rz POWER POLE W ISER Ti STORM INLETS /R GUY WIRE LIGHT POLE ---�'S� STORM MANHOLE --- TIC LINE FIBER OP >< SANITARY MANHOLE v ! I - ----TELEFPHONE LINE SIR. NO, 1 T SANITARY CILEANOUT TELEPHONE RISER 23' of 12" RCP GAS 1JNE TELEPHONE MANHOLE with End Section OHL C",Ft TION SLOPE OF WALK OHE GAS VALVE T CABLE TV LINE Req'd. gross TRANIS GAS METER Ln C) ---- --- CABLE TV BOX STIR. NO. 2 w WATER LINE UTILITY MANHOLE -cv + TOWARD ROAD DHE EX. 20' + DHF F3,iE- cp� ELECTRIC ESMT. 4V Adjust Costing to ❑HF ct W. WATER VALVE WOOD FENCE DHE tr. Limits FIRE HYDRANT IRON PIN Constr. Limits ME Grade 40' HALF APPR. EXSITING R/ OHE Cons ------------------------—------- ---------------/--!!— WATER METER SIGN ----------------- R ELECTRIC LINE R --------------- ------- ---v- �- --------W_ v FLAG P conc — W BUSH "o ----- ---------- E W cz SPRINKLER �w W v W W z:± ; ELEC TRIC BOX TREE TRUNK C14f ---------------- -------------- ---------- CD -----------74--------------------- LIGHT & POWER POLE CONIFEROUS TREE ]OF POWER POLE X/ (RISER) DECIDUOUS TREE gross -—------------ -------------- 12 RC p ----------- + 00 2p + C-P- 000 CONTROL POINT r' G G G G G G G G G G G G G G G C' L _L G Ci G G �_G G G -------------------- --- - -----— -------------- ------ - ---—----------- - -------------------- ----------------- PROPOSED !NV.-840 49- C11-1 ASPHALT PATH !NV.-,840.75 SIDEWALK RAMP TYPE G S GUILFORD RD. LINE "A" N 00*00'49" W C/ SIDEWALK RAMP TYPE H --------------- ---- ----------------------------------—-- ---------- ------------------------------------------------—------ ------------------------------------------------------------- SIDEWALK RAMP TYPE E LJ_J C P 162 grvl 01 SIGN ASSEMBLY, REMOVE & REINSTALL -TF —J �AIGIHT CONCRETE CURB LINE, THERMOPI ASTIC, SOLID WHITE, CROSSWALK, 24" ri 40' HALF APPIR. EXSITING R/W SECTION LINE C.P. 8391-PK NAIL C.P. 162-RR SPIKE STA. 61+25.84, 18.85' LT. STA. 65+71.70, 10.32' RT. N:11125.835, E:9990.062 N:11571.706, E:10019.123 EL=844.16 EL=842.89 T__ 8 DO PVI STA 67+00.00 850 PVI EL—= -Z45-.44— J EXISTING PROFILE GRADE PV1 STA 64+70.00 " 45 ---------- - --- ------------------------- - ------------- 8457- IPM EL 841.78 --------------- -1-14% ------------- VCL 140�00 _: 7==---7:-- + T ------- RO= 840 184-0 0 FILE OF WALK IN THIS REA WILL RIF nTERMINED RY FKIS11NG EDGE 017 PAVEMENT + + 5 4 83 t 830 830 825 T 8201 8f A-1 _ 0 4-_ 00 C"J co U) 0 00 00 to -- "�iNt C'� CN C-i rn r"') Ln C'i 04 C -1 4 4 Ln 41-t -- -- --- __ ,I - - - - 4 1 .4- ___� I-- - ___ - __ I- - _ _ - "t ___ Nl_ 'IT .1- 815 8151 00 00 001 00 00 00100 00100 rn 100 00 00 00 co co CO 00 co cc co CJ 1 00 co 00 C0100 c-0, 00 Co. co 00 64 -1-00 654-00 66 -1-00 67-1-00 68 +00 69 +00 C <J CD LJ Ppx" cSCALE x 11111 hj'�' __J ------------ X V I J C R/ % RECOMMENDED CITY OF CARMEL FRFO V) cl-cc' SST / 4/28/06 FOR APPROVAL v"� GUILFORD RD . MULTIUSE FA ' --H No, IGN ENGINEER DATE < Pes PE 9300171 ------ Z CL STATE OF U-1 R v 6 0.0 K U F: �- "r T, 0 [J 0 1 DESIGNED: Jiv DRAWN: TB Elf U) Z: <s IND I PLAN & PROFILE 6 6 1 zj 6" f F-�P,F, F-e-I- �VTA mulch gross 'a 2' 0 CONTRACI L,1 LLJ Uj Q Transportation& cn -i E ON A CHECKED: MB CHECKED: Jiv x:D E:��m Development Consultants LINE " All -------------- _ O O I I O O O O O + + + I � + CD 20 0 20 40 I J I li r I - • -�- SCALE: 1"=20' I iX� ----- ------ �F N I I r T -r r� -, 11 11 I I I III I I ' � � � �,��- I ' � --- EXI�TINQ I �%- �U M'� CC Q� • ,'��•- L-_-a_JI C�•,, _-. j-Cl HDPE_= ��_ _. .-- I • • WESE �R E\Sy M�T I u u IuII i I I l� I II iII nI 1 I I rI �IlI11IIi I1 1 I I i I I i II I�iI�I 1 i �I I- i /,_ _ -_�•- ' 0 M INLETS F TS � LIGHT & P OWER ,, - W!R I SFr GUY RE T' STORM MANHOLE LIGHT brick T LS SA IIARY MANHOLE FIBER OP NE TELEPHONE LINE. �PV qS€� !N - -- — -- -- -- SAN �LAN.1, ?�' �— mil c --p ;A IT ^ ^JILT Fr-�} - - � �I 0 TELEPHONE RISER ++� ila+- - -- - �— i i I I r� �'b'f l I III � � - L_ PROPOSED 15 WATER EASEMENT III I III nl n ___ -- - ---_ _ - -- - - ---_ - - ❑HF ------ - nr, - - - - - - oH� rn - IIaE--- �rE —ME — �mE ,iGHE -- ❑ - oH. C - ❑r r -= - ❑rI - oHF:' ❑H�-� �� .. nI;; G -- GAS LINE TELEPHONE MANHOLE ' � J� � I I ;� GAS VALVE r - CABLE TV LINE EX. 20' "' EX. 15 EX. 15 SAN. - ELECTRIC ESMT. TELEPHONE ESMT. _ SEWER_ESMT. -- --- I LE - —--------- -------- — — . - --------------------- --------------------------- 1 ---------- __ _ — — __==-- =_ _ -- - - —— - -- . �!�� L+ — — n WATER VALVE o WOOD FENCE O INST. N�. 89 1186 _ -- = _---- — ----- --------- ----------------- ------------ ------------------- - 40' HALF APPR. EXSITING R W ---- --- -- ------___ -- --- --- t' - - _..__ _-__ ,------ PIN ---------------------- ---- ----------- -- 40 HALF APPR. EX R W c� ---------------- -GyPn FIRE HYDRANT IRON �- J -------------- ------------- - -=�-, >r --- �._ __ WATER METER SIGN ----- -------- - ---- -------------------------- --- ------------- - ----- ------------ --------- -------- -------- ----- • I \� _ C P 8393 conc .,° \. -° SPRINKLER FLAG POLE - ---- ---- ---w_--- --- -------- ----------- --- --- --------------- --L-------------- -------—---------------------------------------- ------------- 9 ss -- _LECTRIC LINE _ ____ _ � -- - -- ---�- - ------- �r BUSH . rass _ __ --- _ - _ _ - -- _ - --- -=_ - __- — __ - -- ----- ------ - - � A ELECTRIC BO - - v -- w w - �- - w w - F -- �-- w ---------- w w w w w w,-.- __ �- w----- ____"__ ---- ,�..i W �,- ---- -- POWER (RISER) DECIDUOUS KTREE I - — — — — — �� -__---- j Z RCP ----_------�---- O / Jr X 1 + LIGHT & POWER POLE CONIFEROUS TREE ~- PROPOSED SWALE - f� - _---- Constr. Limits I+ Constr. Limits _ -` C.P. 000 CONTROL POINT ' I - - _ --- --- -- --- - - — - - ---- -- - - - Y --!`tT- G --- G G --- G�— G ---- G -- G G ---- G -- G -- G �G G---- G ----G — —G ----G----G— G--�'�&---�---- G —G----E'-----G G----G----G----G----G----G-----G— --G----G----G — —Ci.—=SL=--� -�'— — — — — - - ... --- — — — - 1 G G G G G G m Remove Exist. Casting and Remove Exist. Casting and Q PROPOSED I_ i „ Replace with R-3290-A or Replace with R-3290-A or ,G ASPHALT PATH �4 ! S GUILFORD RD. SIDEWALK A N 00'00'49° W an Approved Equal _ l an Approved Equal ) SIDEWALK RAMP TYPE G - -- — - --- = SIDEWALK RAMP TYPE H - SIDEWALK - - ---- __ 0 SIGN ASSEMBLY, REMOVE & REINSTALL —j � } STR CONCRETE CURB conc A� a _ AiG i r LINE, i! ERM�iPtA�-ilC, S01_I[� WHITE. CROSSWALK, ?4° f _I r EX. 40' HALF THOROUGHFARE R�JV 40' HALF APPR. EXSITING R/W _I t I I I I I r � I � � 1 I � — I SECTION LINE I ' I I I � _ I m C.P. 162-RR SPIKE C.P. 8393-PK NAIL STA. 65+71.70, 10.32' RT. STA. 70+87.40, 36.92' LT- N:11571.706, E:10019.123 N:12087.383, E:9971.757 EL=842.89 EL=847.72 II --- __ ------- -- --- -- - - -- - - ---- - - - 1 - - --69+44.00 -- - ---- - - -- - 850 P I STA = r- -- ---._..— -- - V _ -- -- ---- - - - - -- ----- -- - - - - -± - - - -- -_ - - - -- - - - -- -- EXISTING PROFILE GRADE -- - -- I -- — - -- --- ---- - - --- - -- ----- - _ - - - -- I F i - --_ --_- CD CD L0 20 0 20 40 9 SCALE: 1"=20' STR. NO. 5 SIR. NO, 6 Inlet Type J-10 & 9' MH C-4 & 101' of of 112" RCP Req'd. 12" RCP with End LEGEND Section ------- ion Req'd. cone 0 EA.S]INQ ------- --- EX. 15' UGHT & POWER FO,1.E W1/,RISFR GUY WIRE MANHOLE LD 'LIGHIT POLE TELEPPONE ESMT. trees TIC 1jNE J S SANITARY MANHOLE FIBER OP SAN!FARY CLEANOUT IELEPHONE LINE OHE TELEPHONE RISER Q:) + EX'20'- E1HF FIHE 11HL DIE ['HE PH 11H DHE OHE Q) GAS __!NF TELEPHONE MANHOLE INCMU At EX. 15- t TELEPHONE ESMT. INST. No. 89-1;V86 ❑ GAS VALVE CABLE TV LINE GAS METER CABLE TV BOX CD w WATER LINE" UTILIFY MANHOLE TING R/W -4. WATER VALVE --WOOD FENCE APPR. EXSI CD T FIRE HYDRANT IRON PIN C-1 'WATER METER SIGN Constr. Limits 00 trees 7- EX. 10' UTILITY EASEMENT-` SPRINKLER INV.-838.52 FLAG POLE C\i RCP APPR. EXSITING R/W ELECTRIC LINE BUSH -----—---------- - ._v —-------- ELECTRIC BOX 90 TREE TRUNK POWER C, POLE / (RISER) DECIDUOUS TREE A (D ----, I/ _< I Constr. Limits Ot LIGHT POWER POLE CONIFEROUS TREE C, C14 6 Tons of Revetment Riprqp INV.-837.88 --d- " , --- C-P- 000 CONTROL POINT 00 G G X f Geotextiles G trees 26 Sys. o G PROPOSED WOOD CD G 6 To of Revetment Riprap PROPOSED TRANS111ON SLOPE OF WALK 00 INV.-838.61 G RAIL FENCE + + G er 26 Sys. Geotextiles; CD APP ASPHALT PATH AWAY FROM ROAD N 00'00 49 W i G ----------- trees R SIDEWALK RAMP TYPE G Jr 0 G P.I. STA. 75+40 "A" G Rol SIDEWALK RAMP TYPE H s `sue ----------------- ------------ SIDEWALK RAMP TYPE E ---------- 1618'40" RT. ---------- C) @ ---------- G 0 --------------------------- CD 01 SIGN ASSEMBLY, REMOVE & REINSTALL r gr 0 ------------------------- + 0 cbph Z, i �i� 0-) (0) STRAIGHT CONCRETE CURB LINE "A" 0 `mulch 114, -- 0 1C, SOLID WHITE, CROSSWALK, 24" Z C.P. 138 (S -------- • (�2) LINE, THERMOPLASTIC, 0 0 0 0 At 1677, Constr. Limits •51 C10 ------------------------ 17N G R—/W-7—, ---- trees --------2----------- 4� E 0, APPR. XS 7" C� • C) G C*1j <1 L-Li TRA N -------- :7-- S"'ON SLOPE OF WALI� Constr. Limits C P 133 TOWARD ROAD —:�� SECTION LINE--,,, N 00*00'49* W P.I. STA. 77+75 "A" gross 1618'40" LT. trees L c-o-n c 40' HALF APPR. EXSITING R/W -------------------------------- --- con C.P. 138-PK NAIL C.P. 133-PK NAIL STA. 76+83.15, 17.29' LT. STA. 77+11.31, 14.52' RT. oo') N:12682.252, E:10032.149 N:12700.359, E:10070.584 EL.=836.41 EL=836.29 j I _ __ � -- __ - 850 AL T -4- --- --- I --- 7 - -_ - -_ 845 -------–------------- ----------- -- ----- 840 -—--————— ————————————— T ———————— \-EXISTING PROFI-E GRADE 835 -------------- ----------- --- ------- ------------ 7- AF -------—------- 8*3 G PRnR1 F' OF WALK IN BF DIFTERMINM R TING EQr.F OF PAVEMENT -4 -TlifS- EXIS 825 --- --- ---- 8409-5 8 ol 2 00 co CO -A" co co n 00 00 -71 Cd Cd Ln U T�F 00 L --Cot 031 001 00 co 00 00 co 00 00 co 00 00 00 00 00 001 8 15 74 +00 75+00 76 +00 77+00 78 +00 79 +00 x HORIZONTAL SCALE BRIDGE FILE V HORI ---------- RECOMMENDED CITY OF CARMEL 20' S TEy', N/A FOR APPROVAL V�- L.P 1 L , A I No 1-IC11 Z01100, R 4/28/06 GUILFORD RD . MULTIUSE PATH Alr PfSIGN ENGINEER DATE Z U PE 9300171 z LJ ;0 'd Ilicr 0 P I 0 111L 5_5 SURVEY -3 0 0 K S H F ETS Li L�j STATE OF P< DRAWN: TB ji DESIGNED: Jiv U PLAN & PROFILE Y.LL L_.j LIJ L-L]C-1 11vD I A0. c�"44' 8 1 z LC_j Ly 0 akil r"I 101MIM I 'p- NAL Transportation& ..........V CHECKED: M8 CHECKED: Jiv X ----------—- Development Consultants 11;1��i LINE " All CONTRA CD CD CD CD CD I CD CD CD + + + I + 20 0 20 40 O N 00 00 00 1 SCALE: 1"=20' o E N D asph Q, EXISING 'D q !NLETS, tjGHT & POWER POLE W,/RISER GUY WIRE -Or LIGHT POLE FIF-R OP-119.0 LINE pond S SANj'ARY MANHO!--- - I o w ( �', : YELEPi IONE LINE -ARY CLEANO')T I-E-LEPHIONE PISER --------------------- ----------- II ------ GAS LINE �-LEPHONE MANHO T 4>41, GA-, VALVE CABLE iV LINE ------------ GAS MEIER CABLE TV BOX EX. 15' LANDSCAPE pond mulc TlU1Y MANHOLE - --------------------------- ---------------------- -------- C) WATER LINE U --- --- - -- ----------------------- & UTILITY EASEMENT Constr. Limits WAR VALVE + WOOD FENCE Lr APPR. EXSILINq-BZA- -2�------------- FIRE HYDRANT IRON PIN SIGN asph i T I —,-- WATER METER T WAT C) SPRINKLER FLAG POLL 'I j c�n ELECTRIC LINE BUSH G --------- cone --------------- r-- -------------------------------- ELECTRIC BOX 1,4 TREE TRUNK ------- - --- --- C) (RISER) DECIDUOUS TREE gross Constr. Limits C) LIGHT & POWER POLE CONIFEROUS TREE Constr. Limits EX. 10' UTILITY EASEMENT- -------------------------------7 7 ----------------------------- POWER POLE CD APPR. EXSITING RN grass 6 4 --- - C.P. 000 CONTROL POINT - ---- -- 00 7 PROPOSED —----------- ------- t2 OG ASPHALT PATH Constr. Limits S GUILFORD RD. LINE "A" (J') SIDEWALK RAMP TYPE G U-) SECTION LINE -,\ N 00*00'49" W SIDEWALK RAMP TYPE H Lj-j @ SIDEWALK RAMP TYPE E SIGN ASSEMBLY, REMOVE & REINSTALL STRAIGHT CONCRETE CURB C.P. 134 -------- A-1 LINE, THERMOPLASTIC, SOLID WHI-11, CROSSWALK, 24" conc 77 o cone ------- c �c ------- ---------------------------------------------- asph i 40' HALF APPR. EXSITING R/W ------ cl� mulch r-------- F rrlulch II II I asph II Qz C.P. 133-PK NAIL C.P. 8134-PK NAIL STA. 77+11,31, 14.52' RT. STA. 79+50.48, 20.18' RT. N:12700.359, E:10070.584 N:12941.043, E:10094.658 4 EL�=836,29 EL=835.96 8 5 0 -4, 850 ' T ------- _PW-S-T�- 8a+85-00 PVt- 4-- 845 + " 40 10 EXISTING PROFILE GRADE --- -------- —------------- /------------ -----------------—--------- 835 4 830 830 -- - -k- J 'MUG EDGF OF AVEMENT 0 TERMINED -EXL P-R0F1LE--0----WALKAN-TH1S---AREA-WILL RE D BY + 8251 82 5 ----------------------- 820 8 0 ! JLO 04 0 (0 LO 0) A-(0 c0 O QO co - ca Q U -- ----- 60 Cj 0 60 cy; 00 a) cy; a) od aj 06 0j C� Ln (D r- 00 C6 815 n 00, co 00 00 00 co 00 co 00 co 00 co 00 00 00100 00,GO co co 00 00 Go 00 co 1 001 001 co I 82+00 83 -1-00 84 -�-00 71) 4-00 80 +00 81+00 --1 LJ HORIZONTAL SCALE BRIDGE FILE VOR CITY OF CARMEL 1"=20' N/A 'k RECOMMENDED ENDED �STE'q�-o I- 4/28/06 VERTICAL. SCALE DESIGNATION 0-G Z' 4-'z FOR APPROVAL GUILFORD RD . MULTIUSE PATH No. t 1 ="), 1Z Z Pf!�IGN ENGINEER DATE L PE 9300171 Q F-FS EL I i �'iL--- STATE OF mulch t 0 DESIGNED: Jiv DRAWN: T13 Z�- PLAN & PROFILE 9 Lj LJ 0 IND I N�A�' fk' -Z T U,�-- %, (9 . (:;, .4- 1- -CT Li p Z� P R I J L'J C L'i TONAL CHECKED: MB CHECKED: jj\� LINE It All 06--OCI Cr U-) Transportation& C)IT7 7F Development Consultants CD CD CD CD ------------ CD CD + + CD CD + L0 Q0 + 00 r1_ 00 20 0 20 40 00 00 00 SCALE: 1"=20' LEGEND EXISTING e- i El STORM INLETS LIGHT & POWER POI.— W/RISER -OR GUY WRF ST S I NM !,.A AN I LIGHT POLE SaIJI 1ARY M AN'H,0,1_f_ FIBER OPTIC TINE SANITARY CLEANOUT TELEPHONE LINE asph TELEPHONE RISER —trees GAS LINE TELEPHONE MANHOLE T trees ��-4,` GAS VALVE ' TV LINF A, I CABILL k C E f ER Constr. Limits I CABLE TIV BOX EX. 15' LANDSCAPE Constr. Limits V WA TER UN[ UTILITY MANHOLE —----------------- WATER Jr I'it- T 40' HALF APPR. EXS111NG --------------------------&_U_I1i=ASEIQM------------------- 13 WOOD FENCE T -- ------------- FIRE HYDRANT )RON PIN ----------------------------------t T WATER METFR . -----------------------------------------------------------—----------- SIGN G conc conc —------------------- SPRINKLER G CD --------------------------- ---------------------—----------- - -------- BUSH FLAG POLE CD ELECTRIC LINE ------------ ------------------- ------ ELECTRIC BOX C) TREE TRUNK ------------grass----------------------------- ross 7 'RISER" `�:7Constr. Limits gross POWER POLE DECIDUOUS TREE C_-) CONIFEROUS TREE & POWER POLE Go --- ---------- -- - ------------------------- ---------—----- - CP. 000 CONTRGL POINT CD Constr. Limits 00 PROPOSED U�l ASPHALT PATH S GUILFORD RD. LINE "A" N 00*00'49" W SECTION LINE n C/ SIDEWALK RAMP TYPE G SIDEWALK RAMP TYPE H SIDEWALK RAMP TYPE E 01 SIGN ASSEMBLY, REMOVE & REINSTALL ------------------- ------ (a STRAIGHT CONCRETE CURB C.P. 126 ---------------------------------------- - LINE, THERMOPLASTIC, SOLID WHITE, CROSSWALK, 24" �/`-----------—--------------------------------------------- con I " ----------------- -------------------------------------- ----- conc --------------—--------------------—-----------------------—-- gross grass 40' HALF APPR. EXSITING R/W -----------------------------------------------—------------------------- asph osph C.P. 8134--PK NAIL C.P. 126-PK NAIL STA. 79+50.48, 20.18' RT. STA. 86+43.12, 23.94' RT. N:12941.043, E:10094.658 N:13633.671, E:10098.255 EL.=835.96 EL=84-4.04 71— 8 l 850 ------- ----VCL GRA ----- ---- --- ---- --------- ------------- 845 -—-- ------ ---------- --- ----------------------- -------------------- EXII TING PROFILE GRADE T 4- T � 04ut 840 83,b 8 ,3D - ---------- 8301 830 825--- 825 T +-- - 81,94.00 820 (4 (D j tq-) 00 i Lc) 10 oc) (D Lill 04 C14 L0 Ln C!sl i-n 00 - \4 (0 00 -4- C) C, Lc) N 04 C'4 Ln CN 6 LO L6 LO C,� PO 0) j ro 71 - 4 LO LO co LO LO oo CO co 00 CO co 00 t 4 8 00 00 CO 00,00 IV,-] t- _14�_- 4�-- ----__--, � -___ 00 00 co 00 00 00 co co,00 00 00 00 00 00 co 00 00 8 ll 00 00 00 00 00 00 oc) 00 15 -1) 84 -1-00 85+00 86 +00 87+00 88 +00 X a 89 +00 <� I _ C15 1 00 i(n v BRIDGE FILE 0 R HORIZONIAL SCAL.,_ o RECOMMENDED CITY OF CARMEL �ST FOR APPROVAL 1"�20' N/A �n 0 VERTICAL SCALD 1 N AT 0 N /tzv"/ 4/28/06 lj Z No. GUILFORD RD . MULTIUSE PATH w ' . IGN ENGINEER DATE 5' PE 9300171 O<Z o STATE OF -trees R- Vi t 77; 0 441 DESIGNED: Jiv DRAWN: T13 Ld Jj LJ Lj cj ------ G f cn __j jj� < PLAN & PROFIL 0 IND Nt��, X J __)NIRA( i Transportation& 'N A I- CHECKED: MB CHECKED: Development Consultants JiV LINE " All pt CD CD CD CD --- + CD+ CD CD CD + + CN ')0 0 20 40 FND CONSTRUCTION SCALE: 1"=20' STA. 91 +50 "A" -END L Eu' EXISTING f--j— STORM INLETS LIGHT POWER POLE W/RISER GUY WIRE -�I`OPM. '�NHOLE_ LIGHT FOLE _AN��ARY MANHOLE- i� CTV— I FLj' FIBER OP'flC LINE CTV III -IANJk�'. CIj:41Nl_'q'' TELEPHONE LINE ('TV C'TV CTv TELEPHONE RISER G G G u lco A HONE MAM,CAl TELEP' j T- G G G G G CABLE TV LINE _VJU)�_E&ZMENT G Constr. Limits t4 111, G EX. 15' LANDSCAPE TF R CALL F I-V &)X ----------- 40' HALF APPR. EXSITING RAW WA T'E; LINE U^nLjTy MANHOLE ————————————1�— ————— 'I"A frP VALVE 07,10D FENCE C 2_7 -——————————————————————————————————— IRON PIN .P. 1 ————/Z FIRE H YDR 0i I G cone WATER METER SIGN —————— ---———- ———————————————————————————————— SPRINKLER F.LAC POLE ————————— cone------ AND SIDEWALK RAMP gr ELECTRIC LINE BUSH + --------�:----- -------- CURB AND GUTTER ELECTRIC BOX Constr. Limits BY OTHERS TREE TRUNK gross DECIDUOUS TREE POWER POLE (RISER) 00 _CD POWER POLE CONIFEROUS TREE ---—--——— _Q�C-P- 000 CONTROL POINT —---————————————— PROPOSED — ---------- SECTION LINE S GUILFORD RD. LINE "A" N 00'00'49" W ASPHALT PATH (g SIDEWALK RAMP TYPE G @1 SIDEWALK RAMP TYPE H iJ SIDEWALK RAMP TYPE E SIGN ASSEMBLY, REMOVE & REINSTALL 'HT CONCRETE CURB STRAIGHT ----------------- LINE, FHERMOPI-ASTIC, SOLID WHITE, CROSSWALK, 24" --------------- cone ————————————— cone T T T T T --————————————————————— T r ———————————————————————————————————————— gross 40' HALF APPR. EXS111NG RAW gross C,P. 126-PK NAIL C.P, 127-PK NAIL STA. 86-+43.12, 23.94' RT. STA. 89+67.44, 34,86' LT. N:13633,671, E:10098.255 N:13957.99, E:10039.38 EL.=844,04 EL=845.45 f _PvL _T�Vll_c END IC )NSTRI IC 8501 -- P PVI--EL -8 44.72 1+5D A 850 vCI -PRO:)OSED—PROFILE I 4 __j_EL__= 844_64 8451 t—0.50% E) ------------- ----- —1.75 ---------- -- -- -------- ------------------------------ J 845 ---------- T t 0 8 3 i -.f 4C.4TJ -4- 830 - 31 - -- - -- ---- —- - -- -- ----- - �l - - 4-- - 820 0 820 104 U) Csj Ln 2, ---CQ 0 0 L0 mt or � 1 4 �C&__ -__--04 -- cocc)) C) LO u u') LQ LO L0 C7) 4 L0 00 It I - co i co CD 00 job cri cc) 00 00 co 00 M 00 00 00 100 ob ob 00 00 co co J 815 co 90 +00 91 +00 92+00 93 +00 94 +00 Ll It- "o,011 V 0 0 A . ' 6, \ CITY OF CARMEL �_HORIZONI - '_)CALE BRIDGE FILE RECOMMENDED FOR APPROVAL 4/28/06 20' N/A z a — FiCAL SCALE No. GUILFORD RD. MULTIUSE PATH IGN ENGINEER DATE DESIGNAFION PE 9300171 '70 STATE OF 0 44/ Lj .C\ � DESIGNED: Jiv DRAWN: T13 A? __Y f�U,�—j cl- x L)L-2 PLAN & PROFILE <0'q IND I AW, c� 2 ti 1� �00 CONSTRUCTION 1 0 1 L+5 YAJT ��wn_, 00 00 0 co 00 RECOM MENDED 0 P OV L RECOMMENDED APPROVAL R A IGN El' VAL CHECKED: MB CHECKED: Development Consultants Jiv Transportation& LINE " All 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 1 , t , C95 0 , I 1 I 1 I r ------- - 5 Q --- - -- _ II EX. ffev. 845.#0 1, I I I I 1 5 t ,_ T � � � Prop; Elev. 84 .4+� t 1 57 ' F5- , - - 50 ... ' 1 - AC =18.6 -F:=0.0 VC =32 VF =0 f , I t , I r QQ AA nn I i i i L� � I I I 1 Ex. El�v. 845.'18 , - i — — — — Prop Etev. 8 .18 I l -fF AC =16.3 AF =0,0 �-- ;— --+- -� -- — _ �, — — �- , � T �.Q I VC 24 VF _ - d . I I ! 1 - - 4_x_1-- - - - -- ----- - — - -- - -------- ----- - ---- - ---- - — - it I t I j L t I i t j_ t � � � 1 • I 111 I � I 11 ; I 1 I I I I i `"�i ; i - }- 1 - - --- } j f I I , I I i --1 -- � I , + r 1 I 1 111 X 1 I 1 ! I t t } 845 I III i1 1 II : I I , I � � - I 1 U56 f { f AC =s.2 AF =a.o +f , vc —23 vF 0 t - 1 - , } 5�-- -- I I I I - : 1 I 1 I I 1 i I } I I 1 I I I I 1 i I 1 E j h r-- I ; I ' I 1 1 1 Elle .�1 }} ' ' 1 ' . � � v 1 I AC =12.8 AF =0.o _ 55 I f } _ , , VC 0 VF o _ + _ 9 5 I I i I 41 t I I 1 I 1 1 I I Q 7 t t 1 { t i I I ' l.. _� � X44 5 1 } + -, } , ; } --- ---- ---- --- - -- ----- -- - — -- --- ----- - - - {- - ---- ------ ;- - -— � +- - +- � ±- - - - - +- t ± t I _ .- - - — — -- — - -- -- - - - — - - - - - - - _— — -- — I 11 1 I ', i 11 � r 55 I - r 55 AC -0.0 AF =60 VC =0 VF =0 I f ! ._- - - - --`- - _ -- ------- - - — _ — - -- --- ---- -- - - 4 - �-- � I 1 I 11 I !I I 1 ! 1 11 I I I I 1 1] r I ' .. : 1 iu 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 a 3,� - --- - - -- - - - - ---- ------------------- — ------ HORIZONTAL SCALE -_ BRIDGE FILE -- - L T c CITY OF CARMEL -1„- , -- RECOMMENDED I 11 h'° j FOR APPROVAL GUILFORD P.D . MULTIUSE PATH VERTICAL SCALE _DESIGNATION DESIGN ENGINEER DATE 1 =5 -' - -- -- SHEETS 1�I DESIGNED: JV DRAWN: TB SECTIONS ___-- w CROSS SURVEY Bco . - [ gT- _ z j LINE »A„ -- -- - -- - ` _ r cr 7 CHECKED: MB CHECKED: JV --- - --- � �� LLJ ��c. �.uN �F='` rPJJL �� I : 75 'C, 55 Ora 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 : r , . - - - 70 I I I I f { I � I I I I I — Prop. Elev. 8 .63 + _77 r - I r ; fix:--Ffe�844. AC =0.0 AF =16.8 VC =0 VF =26 , --- ---- +-_ 4 _ - -.-_-_ I 00 T I y I : , f ' I - i i I ZT Ex. Elev. 4.7 Prop. Elev. 84 .47 5 g - - - -- - - - - - - + 4 _ - -fi - --- 50 ___. — '" ,l ' AC -0 0 AF =11.1 --- 0 VF -11'8 I ' i -- --- - ------ __-- - - I 50 I I , t- ' I ' 1 , j I i I } y --------------- -------- I I I I I I , 1_ E EI v. 5 Plropll. E�ev.l _ -- �-`�� ---- ----- _ --— --- --- 1 � �q• e �• 8 5.27 - - ,--- ---- 5 _ _ -- -- I I �- C I -- 00 AC 0,_ AF &4 VC =6 VF =9 5 9 , r I i ' I I A , , I , j + d I T I —----- j r - ---- - t-8 5-u _--I- --- _------ I I D. E16v. 5.y« 7 f .= _ � Prop: 84 .95 I - - — - �, Pro Elev. , I — P C - --- --t- — r - -- -6.5 q.9 = VC =26 VF =7 "I - I I I 50 I ! � ' I 1 « I. —I _ I } I i ; , I 1 � I I I I I I I I --T__— -- _ - + I - --- , ! - j I , I ----- I } 1 1 I I I , 58 { fi t fi f�C. E*. �45:44 � � I — -- - - -- — + — _ - - - ! p'_ j -- -- €!I v. 8 70 0© I f ^ AC =2 0 --- --�— - --- — __ -' _ cn VC =38 VF =0 t 0 f` Q m { —- --- fi I j -- —— _ — —---— ---——---&40—.. -------- o I — j I w t r I c� I ! - 1 I �- - 1 i t t 1 6 50 45 40 35 30 Elf ,L -- ---- ------- --- - --- - -- -- -- 25 20 15 10 c � v� 5 0 5 10 15 20 25 — -- 30 ---35 ------40 45 50 55 � 60 65 70 75 RECOMMENDED CITY OF CARMEL HORIZONTAL SCALE 3RIDGE FILE =5 I FOR APPROVAL GUILFORD — lJ Lh ORD RD . MULTIUSE PATH VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE -- 1 '=5' DESIGNED: JV DRAWN: TB R 0 S S SECTIONS SURVEY B0°K SHEETS r- z - I —_ - c �� - --- I-- 13 � f F7 ------ ?_6 X r r; CHECKED: MB CHECKED: JV LINE „A„ CONTRACT PROJECT — - ---------� L 06 u6 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 6 75 — - .... _ —_ — T _ _ I � I t { Pro . Elev. 84 .98 —_ -- — 62 T - - 50 50 I �' ' AC =12.0 AF =0.0 - VC =23 VF =0 — _ — --- . i I ' I I t , I I - Prop. Elev. 84 . 8 Ex. Elev. 844.00 -- 84.5 t _ , 6 2 -- — — �'l0 .� © AC =13.4 AF =0.0 --- _ I r I I , 5 c) ------- --- { { s ; i Prop, Elev. 84 .98 ; 1 f . Etw: 7 - — -- — ----- I 1 { - , I I 61 61 50 C =5.8 AF =0.1 + VC =4 1 1 + , I I I i - - 7 t� rr�� ---__8 5_� t.- --- - -- -- — -- - --- --- ---T-- - ---- I , I I Ex. Elev. 844.44 --- , I , 00 A� =0.0 AF =0.0 VF j VC =Q =0 — — , - —, T-- ------- ' J ; r --�- t ± t -- 1 - - + - - - t hh r _ _ -- - - V.t 8$ .6u - j I % I , i 60 r � I I � f I �`6p? }�e I I , ; a - - - -T` 60 I r ` i - I 5 50 7 AC =0.0 AF1 + j I ' I I , - -1 } - - 1 ,t VC —0 VF I=�4 � � t m j I ti F -- I----- ------- ------- -- I 1 + I I o ( 30 35 40 45 50 55 60 65 70 75 a I 10 15 20 25 -- 4 40 35 30 25 20 15 10 5 0 5 - ---------- --- 55 50 5 - HORIZONTAL SCALE t3RID�:;E FIi_E J 60 70 — O -1 7 5 ------------------ ----- -- -- Q �s CITY OF CAR VERTICAL SCALE DESIGNATION 1"—5' RECOMMENDED wig FOR APPROVAL GUILFORD RD . MULTIUSE PATH _ -- --- — — a X d x O -- -- --- -- -- DESIGN ENGINEER DATE -- -- T SURVEY BOOK --- .--SHEETS- -----_.--- I � n DESIGNED: JV DRAWN: TB Lj 11 > CROSS SECTIONS F -- — — —�4— fZ— ----?5---- L�J ct� z z CHECKED: MB CHECKED: JV CONTRACT PROJECT Gb J 06 LINE "A" — W --- W W L�Oj -- LK = _- -.- X r;5 ��0 55 50 45 40 35 30 25 2G 15 10 5 0 5 10 15 20 25 30 35 40 45 50 5 60 65 _ _ r —__— I 845-- E ev. Elev. 8 2.41 _ Ex. R 842.44 Prop. II I F s.. 6 5 � -- – - -- no .�w I —: T \ f — ----- _ 0� AC ___6.5 AF =0.0 - ._-_ ------- --_- - ----- ---- -_ ---I- . _ — —� ---- -- 4�---- - --- - - VC 8 VF 1 I f � I f I : i- -- -----� X45_- - --- - -- ---4 __ I — — - . Elev. 842.30 I 64 - - _ + 6 - - + 50 840_-- _ -- --- ------ _--2.Q_ _ _ - - VF =3 VC =7 I t 1 I � : I � , I I : 4 , II I , I _ — 64 Ex. Etov. $42. 4 64 I I — —� _ f I - - I oor . I ± VC =26 VF =2 } I - j -- I _ _ I -._ I , f - -- I I I t I I_ : - - -- - -�- --- -- ___-84-5--s - - - - Pop; Elev. 84 .98 Elev. 2. 9 , � 6 - Ex— 84 5 , — - -- �4C =22.2 AF =0.0 I 40 - - - -- ----- +---------- - - -- - - - : , I - �- -- t f I n63 — I R i _ --- -- - � � "�' - — AC =1 7.3 Af f�I U - -- - - - -- - -- ---- r a � r f o N Y I f , f - } D CD 5 10 15 20 25 30 35 40 45 50 55 6c) 6.., 7�7 -- _ _ 0 75 70 -- — —65- - — — 60 55 50 45 40 35 30 25 20 15 10 5 0 — — -- — --- --- --- — vRiZONTAI �{ wL - � �ILC a �Q RECOMMENDED CITY OF CARMEL - -- -_- -- � VERTICAL SCALE DESIGNATION w�� I FOR APPROVAL GUILFORD RD . MULTIUSE HAT - - „ _- -- ---- --- --- - _- X IL X o DESIGN ENGINEER DATE _- --_--_-_ - ____-I _-_ -_-- - -- ------! . s -- ----- --- , ' - SURVEY BOOK ---�_-- --.-- SHEETS DESIGNED: JV DRAWN: TB y — —— — — -- --- --—{ > w CROSS S E,C,T,I 0 N S �----- ---- — -- --fi--- �� °Z--26---- Li z 2 ------ ° �z CHECKED: MB CHECKED: JV CONTRACT P06-06 LINE A w z- — - -� - - -------- —� LLJ w LL ., 60 55 I I I 10 5 0 5 10 15 20 25 30 35 4 0 4 20 15 5 50 5 5 60 - 65 70 75 - r - i r , - I - -- - - - I ------ ___ r I i r I I 1 t I - - -- -_ 1 I i Ex. Elev. 645.71 - - Prate Elev. 8 .70 I I i I i I 50 1 I t I I t I AC -8— .- 4 ! -A-F— =:, ,I 0 .3 +t-I I _I I I I I I _---r-I— I�I- - I I ! I I I --' - 7 _j �_T _T j - -----i� ---- ----I I ' ._-----------�j ----_ _S_1S_L1 L�_S.L�L1 j 1�t i _ -i...._ —7 'VC' 16 VF =0 6 7 Elev. 845.58 O 67 AC =9.4 AF =0.0 VC =12 VF =b } 6 6 20% +. El�v. 5. 66 j C =4.0 02 VC =10 VF =R 50 $4Q + J + l E Elev. 4.)4 AC,=7.1 AF-0.0 1 � f I i : i I if s 1 I F II L I I I i I r >_—. --_.-_------_i ------ - �I I I I - }I I I t 6 5 1 I I ' ' I I _ _ -- -"- i- R„ 6�J- 5+_ AF aO } } } - - 65 60 55 50 45 40 35 30 25 20 15 10 5 5 10 15 25 30 35 40 45 50 55 65 70 75 xa X HORIZONTAL SCALE DRICC � F ILRECOMMENDED CITY OF CARMEL FOR APPROVAL VERTICAL GUILFORD RD . MULTIUSE PATH DESIGN ENGINEER DATE w � E Elov. $43. 3 �v=V�_v LJ x z DESIGNED: JV DRAWN: TB i, w w c CROSS SECTIONS CHECKED: MB CHECKED: JV � ��F LINE A — ,l 0 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 , , . E i 1 Ex. Elev. 845.52 , i 7 0 i -- - - - ---- —: _- — Elev. 8 35— _ _i T-: - - - -- -_ -- -- -- — - --- - - — ---- - - l I{ III r I I I I li I I AI I I I C =:I 34.3 - AF ==. O0 yI I 0 VC =61 VF =0 0 _- I I I I ,I I I I I I 14 -,L I 1 1 I I I I 1 II T I 1�I I f I I II i I I I I I!t'rr t I II I I I I I I I I I l+ 4 - I I I I I I II I E q1}t�I. E-I I v 4- II I I I I i I I I I I I I t{, I 1 I I I I I 1I,I - I II I I I! , --� "I,L I I I II , II I —' —I - I— {I I III, I :I ' - ----f I I I i I, _------_-- I -e �I j{I I f I I I I(I _- " - --5-+ _0 AC =31.4 AF VC 40 VF =O t E Elppv, $ . AF =0.0 00 AC =11 C I AF EX. Elev. .91 8 VC 12 VF -1 y E f f . 845 4i Elv.'8 .3 68 P o 68 t 00 00 A =6.3 F = 3 VC =14 VF =1 00, 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 HORIZONTAL SCALE BRIDGE FILE Q �CITY OF CARMEL RECOMMENDED x�. FOR APPROVAL GUILFORD RD . MULTIUSE PATH VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE I I DESIGNED: JV DRAWN: TB CROSS SECTIONS W - o w Z Cr N � f -RO E 1 CHECKED: MB CHECKED: JV,- LINE �A � U - oj x r� L_ 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 6 5 70 75 - -- I : I , I I ' _- _- —,'— ;— �_ I � t Ex. Elev. 844.53 , _ Prop. Elev. 843.91 _ - - - - -- - - — _ — ' = _ " I - I AC -12.2 AF -0.0 _ — :VC -=30 VF -b I I ' L - -- � - 50 f - I I I : _ - I I I r 4 L I — ---——- — — - ----- . - - I I I _ I y1 I I {i T AI I r -----� r f I f I+I �Y I1 I -- EI x. t,!Elev. lev. W.41 50 �! .4 1 72 }I PI ro I' L 1:I EI vhe v'...... 8 .,i I I I 5 -B+ �4� : ,f t I I ' i -_- -I—t I i i I - .I - - .'.. -- -- ---: -- ----- -a------ I- , — -- --` --- . -- ---- --_- I __-_---------_---- _-----_--- }`I III j— - I -I - f- -" I -_-- -T--�- - - -_ _-2 AC =20.7 AF =0.0 VC =35 VF -0 8A Ex. Elev. 4 Prop; E 8 .5- -.71 , r AC =16.6 AF = 0 845 VC =30 VF -0 I Ex. Elev. 7. 8 Pr Elev. 846.46 0 _ 00 VC VF =0 40 4 f ad. 0�+�-845.45 5 AC =40 2 AF VC =69 VF j , + 45 40 35 30 25 20 15 10 5 0 5 10 15 20 5 0 60 55 50 i5 70 4 5 55 60 65 70 75 25 HORIZONTAL SCALE BRIDGE -- ( RECOMMENDED CITY OF CARMEL FOR APPROVAL VERTICAL SCALE DESIGNATIGN GIILFORD RD . MULTIUSE PATH ENGINEER DATE w N - -, - --- -_- -�--I - - I I w ! DESIGNED: JV DRAWN: TB CROSS SECTIONS SURVEY BOOK T- SHEETS L-I u __ - - - -- - - 1 w Li „ 18 of X c) z L -_ - _ CHECKED: MB CHECKED: JV CONTRACT PROJECT 75 70 6`; 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 j t -•" M5 75 -. .. _; 1 t --�- 10%: � . Elev. s4o.95 Ex ' 4 ! — I I _ I I I AC -a.7 AF {-13.9 -r VQ 2 VF{ _ 13 I � I � I 1 I ; , { ! Ex. Elev. $41.26 I I I I I I I I ,! , +I I I - i r 1- -t I f t ,�t f I I I I II I -x t t.I i I t tt I I I I r ii I l -- `r I r - I f;I j I I I I - --- ` — I i - - - —I- --- — _ - ----------`— I ---—-_- — --- --- - -- — - -I I'I i I I t --- _- -<- _— 7-._ 4 74 Li - AC -1.7 AF -0.4 VC =7 VF =0 a �5 } _ I---- 845 E%. Elev.-X41.$4 - _ ---_--a4-0- AC 5.8 AF =Q.O VC =10 Vf -p i .4. E* EWv, 1. 1 773 -4 --4 840+ - - - -VC 3 VF f ,+ { t t 4- , } j 73 1 +0�Q ac =o.o AF =a.o 7 L 7.5 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 10 15 20 25 30 35 40 45 50 55 60 65 70 75 >- HORIZONTAL SCALE BRIDGE FILE CITY OF CARMEL 1"=5' RECOMMENDED X CL FOR APPROVAL VERTICAL SCALE DESIGNATION . Auu DESIGN ENGINEER DATE ,L--- -- ,- I i I i 4 DESIGNED: JV DRAWN: TB SURVEY BOOK _ SHEETS — 1, CROSS SECTIONS ,9 of 26 ' _ CONTRACT _ PROJECT ,.� CHECKED: MB CHECKED: JV LINE A - -- --- L,j'L _ - - — ----- --- -----1 --------- G E -- -----' 75 ;'0 ��` fi� 55 50 45 40 35 30 25 20 15 10 __-__ _-.___..__ ___T_ 5 0 5 10 15 j 20 25 30 35 40 45 50 55 60 65 70 75 j I ; I i ' I 1 Ex. Elea. 835.43 20� 77 - - -- _ _ _ �a> I I----- --5_--.--.,--'-I I--!I}A I_-I I—:I„1 +w-^• — — I i—j i I i—I,I�i I-—I-�- _ -- --- I- _ ---- --------------- I AI t C 1-_-—5 C I I _I�AI+I I I 1—F 1 I I I tI �3, .4 VC �3 VF 1 i i r 1 -: - I I I r t I a I f t I , -.1 I t I I 1 1 1 ,-- xt i I I- - I I r ,!1 r' I I I I I I r 1 , , I , - , I , I I I 1 I I— ' - -,----- - — , --I ---��I ---—'I --- r --°- ---- I� I I Ii I -I i I I- w! I I---------- �_-- _I t I -�- -. -I j - - -_- ---_7 --- —_- — 7 Ju f Ex. Elov. $36.$0 AC =1.2, A VC =3 VF 43 + 00 . Elev. 838.00 76 :AC, 4F =19.3. VC -2 ------ — r { 00 U. ov.El38. 8 76 AC F t8.0 NC 2 T71 _- EX. El 6. $40.69 CL 5� 10AL =p.g AF cn VF =23 75 70 65 60 ry 50 45 40 35 25 20 15 10 5 0 5 15 20 2 5 30 1 35 50 55 60 65 _�5 h . HORIZONTAL SCALE BRIDGE FILE RECOMMENDED CITY OF CARMEL FOR APPROVAL GUILFORD RD . MULTIUSE PATH VERTICAL SCALE ENGINEER DATE DESIGNATION (!0+0 1 =5- = "= F-1 � - - I I i DESIGNED: JV DRAWN: TB 1 R n -__ W�rj� CROSS SECTIONS SURVEY BOOK SHEETS 20 _of 26 CHECKED: MB CHECKED: JV LINE „A„ CONTRACT PROJECT 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 i Y � I I I J Ex. Elev. 836.93 80 : i $0: + - _ - - 80 r ✓ - AC -1.4 AF X4,'0 VC C9 3 , , • i I I I I I : I I : Ex. Elv. 836.6 L 79 AC ,3 S�=2.5j Aft =1.SL -- 50 , I { I t , I 8-3 0 I { : I : I - t I i I � : Y , , ; 7 9 Ex. Elev. 835.38 -83-5-- _ - - - 50:1 . , 00 : I - AC X342 AF 1.2 ; t 00 L - _ , ' _ I — a I I I , I I , I I t } - t 1 t f II i t s t t I I I 8-40 i I f I 78 } } E'. El�v. $34.$8 y�.y� , 50 0 --t I _ I - T 78 I I I r ' , AC $4.� AF -1.p 50 VC 7 OF +_ --------- II I I +— — ; I ; f — I I i - . : I i + ': y .'_-'_-'"`__',, I I I, :. '. '., 'I '' I � II j �' I' I �'' I� I: i �� I �I I I '; �'I I, 'i I + • I, :,.- .. : ' 78 i } _ _ I E Elev. $35.04 ' �35 I } 1 -- I I 1 E 00 1 p ZZ �8 -" AC 3,1 AF 1�1.ID I !: y VG;_ 4 } 4 f I I I : { o C : t 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 HORIZONTAL SCALE T BRIDGE FILE C RECOMMENDED CITY OF CARMEL - ------ - ---- X CL X C PATH u FOR APPROVAL GUILFORD RD . MULTIUSE C ATH VERTICAL SCALE DESIGNATION Li DESIGN ENGINEER DATE -- =5' -- ---- - LJ CROS L,-j DESIGNED: JV DRAWN: TB S SECTIONS �__ SURVEY BOOK SHEETS ---- ______ 21 of 26 X � JAI CHECKED: MB CHECKED: JV LINE „A„ CONTRACT PROJECT 06-06 -- 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 8 82 I , r : : I I .. . 'I I - I I—Imo I-- I I: - —�--_------I--------I— —i I I i•. -^I:I I -L I t I I: —II'.-I---- I I I I I y I r — I I ;;I E_i xI . —E leI vT'I;I I.f 8 3f,I 9}1- .. .I I 8I. 840 6-_ Prop._ I E-.l.e:I vI.'.-., 839.76 I I. G Ac =17.6 AF =ao I- ,r i ---- I r 1�}I I,i +i I r{r I I - _ I I I f I - I ;. I;I _-}, — ' --I- : ----------__-_-- ---t:{- t I -T - j I --- -�I . . __. . 5-__Q VC =3 VF p t 82 r 00 _ce�J Ex. El�v. 839.27 00 4- 2 AC =O.0 AF =Q0 T_ 845 VC =1 VF =0 Ex. Elev. $38.83 4- — — — — — 'DJ AF _ 50 AC VC = _8 40- __-81 AF �J.5 Q'j 4 _8 f Ex. Elev. $37.71 5!0.1 4C =0 VC —2' VF =8 t 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 7 0 ` HORIZONTAL SCALE BRIDGE FILE_x n co RECOMMENDED CITY OF CARM�L = FOR APPROVAL VERTICAL SCALE DESIGNATION GiILFORD RD . MULTIUSE PATH cn DESIGN ENGINEER DATE Li --_ -.. -. -.. �f I i 1"_ I —-- Z ry 5 LJ o z z DESIGNED: JV DRAWN: TB CROSS SECTIONS w w w c� _ SURVEY--BOOK SHEETS 22 of 26 cy CHECKED: MB CHECKED: JV LINE A PROJECT -- —--- CQNTRAC? ------- ----- ---- 1--- 06-06 —w 5 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 _ 5.; 60 65 70 75 --T--- , I I ! I ' I i ' I � I I I --- -I -- -,_ + � Pro-,p}j f.tt _E:�. e 1_v,I . +-8r i 4 .0 }I 1 I I -- 1 I , -_- I ._- I —_—- I - _I I` - ---- I -I I i i� I I I I I I ---- i ----__.t -t - - .8-- 5 a Ex Eev. $4262+ +85 00 AC Ex. Elev. 842. 8 Prop. Efev '84 59 + VC — = E El v. 406 r p, Elev. 842.09 8_- --4 OO - - = s$ Q vC 10 VF 1 4 i I T I I 8 -3 E EI�v. �41. 83 ev 8 3 - AC -5.9 AF -07 VF-12 _ ' '35 T a 8 J Ex, Elgv, 0.67 Prp Elev. 84 .57 C =7.6 AF =a2 = VF =0 lO 75 25 30 35 40 45 50 55 60 6� 45 40 35 30 25 20 15 10 5 0 5 10 15 20 CALL BR II E FILE 75 70 65 60 55 50 I I;OFILON A L > CITY OF CARMEL RECOMMENDED ()N VAR IctiL , .AL� FOR APPROVAL IUSE PATH GUILFORD RD MULT X 1 x O DESIGN ENGINEER DATE SURVEY BOOK SHEETS f - �o w DESIGNED: JV DRAWN: TB CROSS SECTIONS i o _- -_ --- - -r � z CONTRACT PROJECT Cr� z CHECKED: MB CHECKED: JV — 1 06-06 LINE - -- - -- -- -—� W � ��° X o -- —- --- --- - --- 7v 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 r L9�fj i I _ I 1 K. Elev. $4 E16. 5. �3 Prop.;.. : - — I 87 87 , 50 I I ' _ _ f ' u4C'--5.3 AF -1.2 j VC =9 VF =1 : I , t ' I ---_ -_-_ ---- ---- -- — _ -- -- - - - - 8 5 n - i % Ex. Elev. 844.74 Prop, Elev. 845.07 - - - --- —_ __! �.` - _ - - - ------- 45 -87 _ — � 0� T 0 AC =4.8 AF =0.5 VC =4 VF =0 4`< f I I 4 j I ! - I I , s6 4 Prop+ Elev. 84 .60 I 86 -- Ex El�v. 844. fi -{------------ - - - - - - ----- ---- - -------- - - - -- - �4 ' j AC =0.0 AF:=aO - I ( VC =0 VF =0 - - I i : 1 +- : - - -- - - _ 1 } _ t t i I 1 _ , { j I f + -- 1- Cam: - - - - - - - - - - ----- - E. EI,v. 3. 5 Pro EI'ev. 8 1 - - - - - -—------------ --- P I ; - .-- - - -I - - - - - -- - _ T :- 00 j i --- — - — I ---- -� - _ f�0 � AC { I I I f VC =4 VF } I --- --- _40 -----!---- — - -- --— --- 1 — , r I f t t -t le I I I i , I ----- - - _ - - -- - - I -- ^ + — — _ 50 iC I-5.2 AF =a5 - - I - ( = o VF = f I I i i _, -------_—_..� 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 CITY OF C2IRMEL HORIZONTAL SCALE - BRIDGE FILE ; RECOMMENDED 5 nu --- - --- -- - - -- --- -- -- ° FOR APPROVAL GUILFORD RD . 1VIULTIUSE PATH VERTICAL. S�:ALE DI=ST�,NAT '0"Ai � Q DESIGN ENGINEER DATE � �^,' L - - -- -- =- --- - - ------ _._. c> >- w v T � SURVEY F-300K �- SHEET;S DESIGNED: JV DRAWN: TB -- - - --- ---- --. _ - -- wo <� CROSS SECTIO S �__ ?� I ,f 1 � �z - --- --- -- = -- - --- w � z— s�Ljj �uNI �� r PROJECa � O J � CHECKED: MB CHECKED: JV LINE A - ; xo -- - ----- --- ------ -------- - - - - - -- 06--0�; 7 3 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 I : I : I I I P�oP; Elev. 845.40 : I 'I Ex. Elev. 8aa.es I ' __ �` _ - _ _ _ -- - - _ - / - �- - - - �- L - --+ I : ter• I ! i I 6 00 I _ - -, ? i AC =6.0 AF'=04 I VC =11 VF a I I j I , t , I ' ' I __ -8 5 0 --- -- j I Pro Elev. 84 .05 Ex. Elev. $44.75 P' 8 50 -_ - AC =6.3 AF =1'.6 f : ' I , i I ' I , i : I • I i I C t I -; - } f 1 t I r I I I I E'. El'v. 04.77 P o Elev.'84 .9 ----- - --- - -- - -- - _ --- - - - -- . 845 _ i - r- - - --- : , _ - s ---* -�� -1� -- -! -1--- - !-�-- - - -+- 00 AC =8.8 AF =Q5 f t t = 6 VF 2 } --! f L VC � _' t ,- f I ! I ''I I t 1 } -II _ } - � , , I I I 1 - 1 { } Era. EI'v. 844.92 P' o Elev. 845.10 I a : I I e I" P. I I { I — — -- — I I : j 50 AC =8.4 CAF 112 I 50 I — ' _ _ I ! _ _ VC 13 VF - I -: I I r- } , I I , I I .-- E Elev. $45.14 Pro Ellev.'845.32 I I 'I - �-- - - 88 I T t -- - - -r +- �8 1 ----- — - --- -- - t ----- -- — - T 00 �4C 6.0 AF �.0 I I I I = , - VC 1.0 VF � I , ' , p j ---_ 7 TC, 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 HORIZONTAL SCALE BRIDGE FILE I CITY OF CARMEL ---- �„_5------ --- --- ---- C? i RECOMMENDED a I ---- ---- ----- {- - -- --------- v a I” I FOR APPROVAL GUILFORD RD . MULTIUSE PATH hVERTICAL SCALE _ DESIGNATION _ DESIGN ENGINEER DATE L 1 SO RVE, Z o Q Z DESIGNED: JV DRAWN: TB CROSS S ESC TI O N S I � - - - --- L_ 1 �. � - � Z z L'J o� Z� L�J LLB F- - = ' r IL - _ --._...--- il l w iJ�, CHECKED: MB CHECKED: JV � --- __ __ _ 4',-� " Lr x �r_� — ------- ------ --- -- ------- - s 5J 60 5 5 5G 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 – I 1 t + I ' , I , i + ' f I ---------- — ----- - ( , ! CEx. Elev. 844.47 — - - oo – – — — ` - - — � — + !c —0.0 AF —0;0 — — — VC =0 — — — VF =o — - - - - - - 00 + — ---- - ! , : i I ? I � } f i r � I i 1 j f I t _.— 4 t 7-- t rt- + -.�- _ -fi - rt- t _ - ---r -: ------ - .__.___ .-------- ..4 f I AF =0.0 I . I VC =5 VF =d ! i� ��. I ! I I I , I I , I I I 1 1 I pp , I I I ' P'o ; Elev.184 .35 r - , $8 , y — ; _ .4 AF =0.2 T A 5 r 1 VC =}la VF =1 I is r ( 1 { 1 I _ 1 i , • } i 85 n j } -Pro Elev.+845. 6 i 9 0j i E'. El�v. .96 �' - _. a.., — +—T �- f 5 0 -�— —�— — — _+ — Qq I 1 -- -- ---- --- -- S1� _ 71 r - + { - - - - --- I i AC =5.4 AF =0.6 - Vc = Q — { , I t R 4 0—f I L T„; 7� ' 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 L-- -- _ _ 20 25 30 35 —---- 40 45 r 50 55 _ 60 _ 65 7 7 0 7 ` 5 I—_ HORIZONTAL_ SCALE BRIDGE FILE RECOMMENDED CITY OF CARMEL - -------- - 1"-5' u h c> PATH ---- --- --- -------——---- -- GUILFORD RD . MULTIUSE VERTICAL SCALE DESIGNATION FOR APPROVAL { r - ----------.-- -- i DESIGN ENGINEER DATE " " iI �— DESIGNED: JV DRAWN: TB I SURVEY BOOK CROSS SECTIONS �H�� 6 ---- __ 10 ?F, X c� CHECKED: MB CHECKED: JV LINE A . 01N' F E'ROJEC i i :