LINE BETWEEN SUBDIVISION CENTER LINE N. & E. PROPERTY LINE (IN PROFILE) S. & W. CURB LINE (IN PROFILE) GROUND LINE TRUE SCALE SEWER LINES & MANHOLES

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2 STANDARD ABBREVIATIONS AND SYMBOLS A.C.C. ASPHALTIC CEMENT CONCRETE N. NORTH EXISTING CATCHBASIN OR INTAKE LINE BETWEEN SUBDIVISION ASPH. ASPHALTIC CONCRETE P.C.C. PORTLAND CEMENT CONCRETE CATCHBASIN OR INTAKE TO BE BUILT CENTER LINE B/B BACK TO BACK OF CURBS P.L. PROPERTY LINE MANHOLE TO BE BUILT N. & E. PROPERTY LINE (IN PROFILE) B/J BACK TO JOINT PAV T PAVEMENT EXISTING MANHOLE S. & W. PROPERTY LINE (IN PROFILE) B.C./B.WK. BACK OF CURB TO BACK OF SIDEWALK PROP. PROPOSED UTILITY POLE N. & E. CURB LINE (IN PROFILE) B.R. BEGIN RADIUS R. RADIUS HYDRANT S. & W. CURB LINE (IN PROFILE) CA. C.B. CABLE CATCH BASIN R.R. REINF. REROD REINFORCEMENT BM PERMANENT REFERENCE MONUMENT P.R.M. BENCH B.M. TRUE SCALE GROUND LINE SEWER LINES & MANHOLES C L C L /B C L/F CENTER LINE CENTER LINE TO BACK OF CURB CENTER LINE TO FACE OF CURB REM. REPL. R.O.W. REMOVE REPLACE RIGHT-OF-WAY VALVE SIGN GAS WATER CULVERT CULVERT-PIPE-CROSSING C.O. CURB OPENING RT. RIGHT LIGHT POLE CONST. CONSTRUCT OR CONSTRUCTION S. SEWER SECTION CORNER BASEMENT FLOOR ELEV. CULV. CULVERT SAN. SANITARY MONUMENT IN PLACE D. I. DIAMETER INCHES SO. SOUTH TRAFFIC SIGNAL FIRST FLOOR ELEV. DR. DRIVEWAY SPEC. SPECIFICATION REFERENCE POINT E. EAST ST. STORM UTILITY METER CONCRETE REMOVAL ELEC. ELECTRIC STA. STATION SHORELINE OR BANK ELEV. ELEVATION STD. STANDARD RAILROAD EXISTING INTAKE TO BE REMOVED E.M. EXIST. F/F ELECTRIC METER EXISTING FACE TO FACE OF CURBS TELE. T.C.B. TYP. TELEPHONE TELEPHONE CONTROL BOX TYPICAL 10" HEDGE, PRIVET, BARBERRY, ROSE, ETC. TREE EXISTING MANHOLE TO BE REMOVED FNC. FENCE UG. UNDERGROUND 5" EVERGREEN G. GAS MAIN V.L.F. VERTICAL LINEAR FEET TREE TO BE REMOVED DRIVEWAY LOCATION & ELEV. (IN PROFILE) H.P.G. HIGH PRESSURE GAS MAIN VERT. VERTICAL BUSHES HORIZ. HORIZONTAL W. WEST GRASS CONCRETE REMOVAL THIS SIDE OF REMOVAL LIMITS INT. INTAKE WK. SIDEWALK CHAIN LINK FENCE INV. INVERT 70 / C L DISTANCE FROM CENTERLINE CONCRETE DRIVE OR WALK GRADING LIMIT LT. LEFT TO REMOVAL, GRADING & REPLACEMENT LIMIT DIRT, CINDER, OR ROCK DRIVE M.T.D. MULTI-TELE-DUCT (TELEPHONE) 6"W. WATER MAIN CONCRETE 5 EASEMENT LIMIT MH. MANHOLE METAL REINFORCING BARS (IN SECTION) STOP BOX OPTICALLY LIMITING SIGNAL HEAD 7 SIGNAL FACE NUMBER WIRE MESH WOOD LOCATION TO CHECK DEPTH (IN CROSS SECTION) SIGNAL HEAD 7 POLE NUMBER SAND RIPRAP SIGNAL HEAD WITH BACKPLATE CROSSWALK EARTH SIGNAL HEAD - PEDESTRIAN 7 DETECTOR NUMBER 6"W 6"G WATER MAIN GAS MAIN STOP LINE 7 HANDHOLE NUMBER UGT UNDERGROUND TELE. CABLE CONSTRUCTION LINE CONCRETE BASE R RED LENS (PAVING, WALK) CONSTRUCTION LINE CONTROLLER Y YELLOW LENS (SANITARY SEWER) CONSTRUCTION LINE MAST ARM WITH SIGNAL HEAD G GREEN LENS (STORM SEWER) SECTION LINE MAST ARM WITH SIGNAL HEADS G GREEN LEFT ARROW LENS CURB, ST SEWER SAN. SEWER EXISTING MANMADE IMPROVEMENTS POINT OF INTERSECTION OF A VERTICAL CURVE ELEV. MAST ARM WITH OVERHEAD SIGN Y YELLOW LEFT ARROW LENS POINT OF INTERSECTION OF A VERTICAL CURVE STA. HANDHOLE G GREEN RIGHT ARROW LENS WIRE FENCE BOARD FENCE EXISTING HANDHOLE W WALK INDICATION SNOW FENCE INDUCTION LOOP DETECTOR DW DON T WALK INDICATION PUSH BUTTON DETECTOR SERVICE POLE AND POWER SUPPLY LOCATION OF TELEPHONE INTERCONNECT RIGID STEEL (R.S.) CONDUIT IN TRENCH RIGID STEEL (R.S.) CONDUIT PUSHED M M RIGID STEEL (R.S.) CONDUIT IN MEDIAN 3-5c #14 NUMBER AND SIZE OF CABLE T:\ENG\Dsign\06\2014\001\Drawings\Plan Shts\a02.dgn 07-MAR14 09:23 BAL BAL DMK I.D TIES, SYMBOLS, ABBREVIATIONS A.02 FILE NO. MULT

3 S. FACE OF P. POLE CP#1 NAIL 100d WEST FACE SE FACE OF TREE OF P.P BK OF WLK > PAYTON AVE. > SW 14TH ST. FENCE POST SE COR FENCE POST NE COR SWK CP#2 NAIL 100d 2.90 TO BACK OF WLK > SW 14TH ST FACE OF SWK SWK SWK RAMP > KENYON AVE. CP#1 NAIL 100d > SW 14TH ST. FACE OF SWK SWK > MH > SW 14TH ST. CP#2 100d NAIL #4922 #4924 > SW 14TH ST. BACK OF CURB SWK CP#1 NAIL FACE OF WALK TIES TO C.P. #1 TIES TO C.P. #2 TIES TO C.P. #1 TIES TO C.P. #2 TIES TO C.P. #1 N E N E N E N E N E Z Z Z Z Z N. OF PAYTON AVE. N. OF KENYON AVE. N. OF HACKLEY AVE. INSIDE COR. OF DRIVEWAY AND SWK CP#2 #5010 NAIL #5008 SWK 4.85 FACE OF WALK N. SIDE OF TRAFFIC SIGN BASE > SW 14TH ST. #5022 #5024 > SW 14TH ST. SWK BACK OF WALK > HACKLEY AVE. SW FACE OF TREE CP#3 NAIL S. FACE OF L. POLE B/C CH LNK FC CP#5 NAIL > SW 14TH ST. CH LNK FC CP#6 NAIL N. FACE OF L. POLE B/C > SW 14TH ST. > BIRCH LANE > SW 14TH ST. CP#7 NAIL B/C NW FACE OF P. POLE GUY WIRE > THORNTON AVE. TIES TO C.P. #2 TIES TO C.P. #3 TIES TO C.P. #5 TIES TO C.P. #6 TIES TO C.P. #7 N E N E N E N E N E Z Z Z Z Z N. OF HACKLEY AVE. N. OF THORNTON AVE. SIGN S. FACE POST > LEWIS AVE FACE OF WALK 9.98 SWK CP#9 12" NAIL > SW 14TH ST. NE COR. FNC POST #140O ELDER LANE SE COR. FNC POST FACE OF WALK SWK 0.60 > SW 14TH ST. CP#10 12" NAIL B/C S. END OF INTAKE > SW 14TH ST. CP#11 12" NAIL SWK B/C AT SWK > ELDER LANE CTR BOLT ON HYDT OF P. POLE SE COR. OF GAR. CP#13 SET 100d SPIKE SWK SIGN POST > CARRIE AVE. > SW 14TH ST. > SW 14TH ST. CP#14 SET 100d FACE OF WALK SPIKE SIGN POST > LINDEN LANE TIES TO C.P. #9 TIES TO C.P. #10 TIES TO C.P. #11 TIES TO C.P. #13 TIES TO C.P. #14 N E N E N E N E N E Z Z Z z z S. OF ELDER LANE SIGN POST BENCHS CTR BOLT ON HYDT #1401 CASADY DR. SW FACE OF 38" TREE CP#16 12" NAIL 3.10 B/C > CASADY DRIVE 4.10 B/C CP#17 12" NAIL W. FACE OF L. POLE > SW 14TH ST PT CP#19 NAIL SIGN POST > SW 14TH ST. SIGN POST SWK AT BEND FACE OF SWK CP#20 NAIL 1. PAYTON AVE & S.W. 14TH ST., S.W. CORNER, "X" ON THE N.N.E. HEADBOLT ON 1964 MUELLER HYD. ELEV = KENYON AND SW 14TH ST N.W. CORNER. TRIANGLE ON THE BASE FLANGE OF 1994 CLOW HYD. ELEV = TRIANGLE ON BASE FLANGE CLOW HOUSE #5000 WEST SIDE OF SW 14TH ST. ELEV= CENTER TOP BOLT IOWA HOUSE #3601 SW 14TH STREET ELEV = KENYON AND SW 14TH ST., N.W. CORNER. TRIANGLE ON THE BASE FLANGE OF 1994 CLOW HYD. ELEV= > CASADY DRIVE NE FACE OF TREE > RITTENHOUSE ST. ZOO ENTRANCE 1.40 FACE OF SWK 6. "X" ON STREET SIDE BOLT ON 1981 AMERICAN THE SW CORNER OF RITTENHOUSE ST. AND SW 9TH STREET. ELEV = ARROW ON #1401 CASADY DRIVE ELEV = TIES TO C.P. #16 TIES TO C.P. #17 TIES TO C.P. #19 TIES TO C.P. #20 8. ARROW ON HYDRANT AT NE CORNER OF CARRIE & SW 14TH ST. N E Z N E Z N E Z N E Z ELEV = ARROW ON IOWA HYDRANT AT NW CORNER OF LEWIS AVENUE & SW 14TH S. OF RITTENHOUSE ST. ELEV = T:\ENG\Dsign\06\2014\001\Drawings\Plan Shts\a03.dgn 07-MAR14 09:23 BAL BAL DMK MULT I.D TIES A.03 FILE NO

4 12" 6" 1 72 FORM GRADE ELEV. 6" 12" 1-5/8 2" R FORM GRADE ELEV. 6" 12" 4-1/2 1" R FORM GRADE ELEV. R 3" 6" 1 42 R 3" Slop as pr plans Earth Shouldr Finishing (Not a Pay Itm) 1 Varis B L VARIES 1-6 Slop as pr plans BT-5 Joint Slop Existing Pavmnt 7" PCC WIDENING PAVEMENT 6" MODIFIED SUBBASE 6" SUBGRADE PREPARATION 6" SLOPED BEAM CURB 6 STANDARD BEAM CURB 6" STANDARD CURB PCC WIDENING WITH 6" STANDARD CURB C L 1 VARIES VARIES " Slopd Bam Curb 1.0% 1.0% BT-5 Joint (18" Bar Lngth) E Joint Slop Existing Pavmnt Earth-Filld Mdian (Rmov Existing Subbas and/or Compactd Subgrad) Slop Existing Pavmnt 6 Full-Dpth Mdian Nos " Slopd Bam Curb B Joint Slop 6 10% Max. RT Joint Existing Pavmnt 6" Slopd Bam Curb E Joint COMPACTED SUBGRADE RT Joint 7" PCC PAVEMENT EARTH-FILLED RAISED MEDIAN WITH 6" SLOPED BEAM CURB RAMPED MEDIAN NOSE COMPACTED SUBGRADE Rfr to SUDAS for additional dtails of Rampd Mdian Nos construction T:\ENG\Dsign\06\2014\001\Drawings\Plan Shts\B01.dgn 07-MAR14 09:23 TYPICAL SECTIONS & DESIGN DETAILS BAL BAL DMK MULT I.D B.01 FILE NO

5 EX. ROW 2 B L EX. ROW B L 2 1.5% 1.5% 5 PCC P R R P PCC 5 1 Proposd Curb Proposd Curb 2 Varis 0.25 to Varis 0.25 to 2.00 P Back of Walk Profil Grad: 2% Abov Top of Curb P Back of Walk Profil Grad: 1% Abov Top of Curb R 0.20 R 0.09 CARRIE AVENUE SIDEWALK (Lft) CARRIE AVENUE SIDEWALK (Right) " " " CLW6 CROSSWALK LINE (Whit) CBW6 CROSSWALK BAR (Whit) SHARROW PAVEMENT ING SYMBOL (Whit) SPEED TABLE PAVEMENT ING SYMBOL (Whit) T:\ENG\Dsign\06\2014\001\Drawings\Plan Shts\B01.dgn 07-MAR14 09:23 TYPICAL SECTIONS & DESIGN DETAILS BAL BAL DMK MULT I.D B.02 FILE NO

6 ESTIMATED QUANTITIES SW 9TH STREET SW 14TH STREET SW 14TH STREET SW 14TH STREET SW 14TH STREET SW 14TH STREET AT RITTENHOUSE AT PAYTON AT KENYON AT WRIGHT AT CARRIE AT THORNTON PARK AVENUE AT OTHER NO. SPEC. REF. ITEM UNIT TOTAL STREET AVENUE AVENUE ELEMENTARY AVENUE AVENUE SW 14TH STREET CASADY DRIVE LOCATIONS /2.02,2.06 TRAFFIC/PEDESTRIAN CONTROL & WORK ZONE FENCING LS /1.05:D MOBILIZATION LS /1.08:D TOPSOIL TON /1.08:G SUBGRADE PREPARATION SY /1.08:I MODIFIED SUBBASE SY /1.08:I TEMPORARY GRANULAR SURFACING TON ESTIMATE 11.0 REFERENCE 0.0 INFORMATION 12.0 (Con t) /1.08:K PCC PAVEMENT WIDENING, 7 IN. SY SUBGRADE PREPARATION /1.08E 6 IN. STANDARD BEAM CURB, P.C. CONCRETE, 0.5 FT WIDTH LF Scarify, mix, and r-compact 0 th top 06 of subgrad undr 0 roadway widning /1.08:E 6 IN. SLOPED BEAM CURB, P.C. CONCRETE, 1.0 FT WIDTH LF sctions. Mthod 72 of masurmnt is 0squar yards shown 74in th contract /1.08:G P.C. CONCRETE MEDIAN SY documnts. Subgrad 8 compaction undr 0 cntr mdian construction 8 is /1.08:A HMA (1M ESAL) SURFACE, 1/2", NO FRICTION TON considrd incidntal 0 to th P.C. Concrt 0 Mdian bid itm /1.08:A REMOVAL OF SIDEWALK PAVEMENT SY /1.08:E 5 IN. PCC SIDEWALK SY MODIFIED SUBBASE /1.08:E 6 IN. PCC SIDEWALK SY Bid itm is for 6 0modifid subbas matrial 0 undr widnd 0 roadway pavmnts /1.08:G DETECTABLE WARNINGS SF Plac subbas matrial 0 to a minimum 0of 2 bhind proposd 0 back-of-curb undr /1.08:G PAVEMENT SCARIFICATION SY widnd roadway 0sctions. No subbas 0 matrial is rquird 0 undr mdian /1.08:H REMOVAL OF ROADWAY PAVEMENT SY 188 sctions. Mthod of masurmnt is squar yards shown in th contract documnts /1.08:I CURB AND GUTTER REMOVAL LF /1.08:A SPEED FEEDBACK SIGN EACH TEMPORARY GRANULAR SURFACING /1.08:B SEED, FERTILIZE AND MULCH SQ Bid itm is to supply, plac and rmov tmporary granular surfacing to /1.08:A SODDING SQ accommodat traffic 7.6 following pavmnt 0.0 rmoval but bfor 7.1 prmannt /1.08:E TREE DRAINAGE WELL EACH pavmnt is constructd, 2 as rquird /1.08:D COMPOST FILTER SOCK, 8 IN. LF Est. Rfrnc PAINTED PAVEMENT ING, DURABLE STA Tmporary surfacing 2.0 shall b composd 0.9 of rclaimd HMA 2.0 compactd to Est. Rfrnc PAINTED SYMBOLS & LEGENDS, DURABLE EACH provid a stabl tmporary 0 driving surfac. 0 Mthod of masurmnt 0 is tons 27of 26 Est. Rfrnc GROOVES CUT FOR PAVEMENT INGS STA matrial Est. Rfrnc GROOVES CUT FOR SYMBOLS & LEGENDS EACH Est. Rfrnc TYPE A SIGN, ALUMINUM SF PCC PAVEMENT 0 WIDENING, 7 IN Est. Rfrnc OBJECT ER, TYPE OM1-3 EACH Bid itm is for 7 2PCC pavmnt widning. 0 Standard Class 2 C pavmnt with 0 30 Est. Rfrnc SIGN POST, PERFORATED SQUARE STEEL TUBE LF 112 Class 3 durability shall b usd. Curb and guttr construction, joint placmnt, and grading ar considrd incidntal to th bid itm. No paymnt will b mad ESTIMATE REFERENCE INFORMATION ESTIMATE REFERENCE INFORMATION (Con t) for ESTIMATE topsoil placd REFERENCE bhind widnd INFORMATION pavmnt sctions. (Con t) Data listd blow is for informational purposs only and shall not constitut a basis for any 4 SUBGRADE PREPARATION IN. 6 IN. SLOPED STANDARD BEAM BEAM CURB, CURB, P.C. CONCRETE, P.C. CONCRETE, 1.0 FT WIDTH 0.5 FT WIDTH xtra work ordrs. Scarify, mix, and r-compact th top 6 of subgrad undr roadway widning Bid Bid itm itm is for is for 6 slopd 6 standard bam bam curb for curb raisd at th mdian Wright construction. Elmntary School Rfr to spd sctions. Mthod of masurmnt is squar yards shown in th contract dtail tabl. shts. Rfr Excavation to dtail shts. and grading Excavation ar considrd and grading incidntal ar considrd to th bid incidntal itm. to ITEM DESCRIPTION documnts. Subgrad compaction undr cntr mdian construction is th bid ESTIMATE itm. REFERENCE INFORMATION (Con t) NO. considrd incidntal to th P.C. Concrt Mdian bid itm TRAFFIC/PEDESTRIAN CONTROL & WORK ZONE FENCING P.C. CONCRETE IN. SLOPED MEDIAN 9 BEAM CURB, P.C. CONCRETE, 1.0 FT WIDTH Bid 6 Bid itm includs all tmporary signs, barricads, arrow boards, dtour signag 5 MODIFIED SUBBASE Bid itm IN. SLOPED itm includs is for dowld BEAM CURB, 6 slopd mdians, P.C. bam curb full CONCRETE, for dpth raisd PCC mdian rampd 1.0 FT construction. mdian WIDTH noss, Rfr and to full-dpth Bid itm and fncing rquird to scur th work sit from vhicular and pdstrian traffic Bid itm is for 6 modifid subbas matrial undr widnd roadway pavmnts. dtail shts. PCC is for pdstrian 6 slopd Excavation rfug bam and aras curb grading within for raisd ar considrd mdian mdian islands. construction. incidntal Rfr to to th SUDAS Rfr to bid itm. Dtail dtail Shts shts Excavation and and grading for construction ar considrd dtails. incidntal Mthod to th of bid itm. and mt MUTCD tmporary traffic control rquirmnts. Plac subbas matrial to a minimum of 2 bhind proposd back-of-curb undr widnd roadway sctions. No subbas matrial is rquird undr mdian 10 masurmnt P.C. CONCRETE is squar MEDIAN yards of PCC mdian constructd. Subgrad compaction is considrd Wkday road closurs along SW 14 th Strt ar prmittd only btwn th sctions. Mthod of masurmnt is squar yards shown in th contract Bid itm includs incidntal dowld to th bid mdians, itm. full dpth PCC rampd mdian noss, and hours of 9:00 AM and 4:00 PM. Rfr to Sht J.02 for typical dtour signing. documnts. full-dpth PCC pdstrian rfug aras within mdian islands. Rfr to SUDAS 11 HMA Th Wright Elmntary School spd tabl shall b constructd during summr Dtail (1 M Shts ESAL) SURFACE, and ½, NO FRICTION for construction dtails. Mthod of Comply brak (Jun 9, 2014 to August 19, 2014). No work is prmittd at this location 6 TEMPORARY GRANULAR SURFACING masurmnt with Iowa is DOT squar Sction yards of PCC Warm mdian Mix constructd. Asphalt may Subgrad b usd. compaction Mixtur whn school is in sssion. Bid itm is to supply, plac and rmov tmporary granular surfacing to is considrd Siz: ½ incidntal to th bid itm. Dsign ESAL20 = 1 Million accommodat traffic following pavmnt rmoval but bfor prmannt Sit scurity and safty is th rsponsibility of th Contractor and additional pavmnt is constructd, as rquird. 11 Asphalt HMA Bindr: (1 M ESAL) Prformanc SURFACE, Grad ½, PG NO FRICTION Bindr masurs byond th tmporary traffic control layout shts may b installd Comply and tack with coat Iowa shall DOT b Sction considrd incidntal Warm Mix to th Asphalt bid itm. may b usd. with th prmission of th Enginr at th Contractor s xpns. No Tmporary surfacing shall b composd of rclaimd HMA compactd to Mixtur Siz: ½ 12 REMOVAL masurmnt will b mad for this itm. provid a stabl tmporary driving surfac. Mthod of masurmnt is tons of Dsign ESAL20 OF SIDEWALK = 1 Million PAVEMENT Bid matrial. Asphalt itm is for Bindr: rmoval Prformanc of xisting Grad sidwalk PG pavmnt. Mthod of masurmnt is squar 2 MOBILIZATION Bindr yards and tack shown coat in shall contract b considrd documnts. incidntal Saw-cutting to th curb bid drops itm. (no grinding) for pdstrian ramps is considrd incidntal. Rfr to SUDAS Sction PCC PAVEMENT WIDENING, 7 IN. Bid itm is for 7 PCC pavmnt widning. Standard Class C pavmnt with 12 REMOVAL OF SIDEWALK PAVEMENT 13 5" PCC 3 TOPSOIL Class 3 durability shall b usd. Curb and guttr construction, joint placmnt, Bid itm SIDEWALK is for rmoval of xisting sidwalk pavmnt. Mthod of masurmnt Bid itm is to supply and plac topsoil in arth-filld mdians. Rmov xisting and grading ar considrd incidntal to th bid itm. No paymnt will b mad is Sidwalk squar yards panls shown undr in dtctabl contract documnts. warnings shall Saw-cutting b constructd curb drops with (no 6 subbas and/or compactd subgrad matrial within mdian sctions and rplac for topsoil placd bhind widnd pavmnt sctions. grinding) pavmnt. for pdstrian ramps is considrd incidntal. Sidwalk grading is incidntal to th bid itm. with topsoil. Mthod of masurmnt is tons of topsoil matrial placd in cntr mdians. Topsoil rplacmnt along widnd pavmnt sctions is considrd 8 6 IN. STANDARD BEAM CURB, P.C. CONCRETE, 0.5 FT WIDTH 13 5" Sidwalk PCC SIDEWALK transvrs slop shall b 1.5% targt, 2% absolut maximum. incidntal to th PCC Pavmnt Widning bid itm. Curb Bid itm is for 6 standard bam curb at th Wright Elmntary School spd Sidwalk ramps and panls landing undr aras dtctabl shall mt warnings ADA rquirmnts shall b constructd pr Sidwalk with 6 Complianc tabl. Rfr to dtail shts. Excavation and grading ar considrd incidntal to pavmnt. shts. DESIGN th bid itm. Th Sidwalk Contractor grading shall ralign is incidntal and adjust to th to bid grad itm. any watr BAL srvic BAL stop DMK MULT boxs Sidwalk which ar transvrs disturbd slop during shall construction. b 1.5% targt, Stop 2% box absolut adjustmnt maximum. is 4/4/2014 I.D. 9 6 IN. SLOPED BEAM CURB, P.C. CONCRETE, 1.0 FT WIDTH incidntal Curb ramps to th and bid landing itm. Rfr aras to shall supplmntal mt ADA spcifications. rquirmnts pr Sidwalk ESTIMATE OF QUANTITIES & Bid itm is for 6 slopd bam curb for raisd mdian construction. Rfr to Complianc shts. 4/7/ :02:26 AM BALwis T:\ENG\Dsign\06\2014\001\Dsign-Contract-Bids\Tab\ _TABS_CSht01.xl ESTIMATE REFERENCE C.01 FILE NO dtail shts. Excavation and grading ar considrd incidntal to th bid itm. Th Contractor shall ralign and adjust to grad any watr srvic stop boxs which ar disturbd during construction. Stop box adjustmnt is

7 ESTIMATE REFERENCE INFORMATION (Con t) 13 5" PCC SIDEWALK Sidwalk panls undr dtctabl warnings shall b constructd with 6 pavmnt. Sidwalk grading is incidntal to th bid itm. Sidwalk transvrs slop shall b 1.5% targt, 2% absolut maximum. Curb ramps and landing aras shall mt ADA rquirmnts pr Sidwalk Complianc shts. Th Contractor shall ralign and adjust to grad any watr srvic stop boxs which ar disturbd during construction. Stop box adjustmnt is incidntal to th bid itm. Rfr to supplmntal spcifications. 14 6" PCC SIDEWALK 6 PCC pavmnt shall b usd undr dtctabl warnings. Curb ramps shall mt ADA rquirmnts pr Sidwalk Complianc shts. 15 DETECTABLE WARNINGS Truncatd doms shall b cast iron and installd pr manufacturr s rcommndations. 16 PAVEMENT SCARIFICATION Contractor to mill butt joints to 2 blow xisting grad at th Wright Elmntary School spd tabl. Th butt joint will allow th HMA ovrlay to match th xisting pavmnt lvation. Bid itm also includs rmoving xisting asphalt ovrlay and milling xisting PCC pavmnt pr SUDAS Dtail to construct dowld slopd curb mdian along SW 9 th Strt. Mthod of masurmnt is squar yards shown in th contract documnts. 17 REMOVAL OF ROADWAY PAVEMENT Bid itm is for rmoval of roadway pavmnt for cntr mdian construction. Rmoval of xisting subbas and/or compactd subgrad matrial within nw cntr mdians and rpairing xisting HMA roadway surfac damagd by pavmnt rmoval ar considrd incidntal to th bid itm. 18 CURB AND GUTTER REMOVAL Bid itm is for rmoval of xisting curb and guttr along pavmnt widning sctions. Rmoval widths vary btwn 1 and 2.5 basd on spcific sit locations. Mthod of masurmnt is linar ft of xisting curb and guttr rmovd. Rpairing xisting HMA roadway surfac damagd by curb and guttr rmoval is considrd incidntal to th bid itm. 19 SPEED FEEDBACK SIGNS Th bid itm includs all labor, quipmnt and matrial ncssary to provid a complt and functional spd fdback installation in conformanc with th plans and spcifications. Rfr to th spcial provision for spd fdback signs. Tmporary traffic control is considrd incidntal to th bid itm. 20 SEED, FERTILIZE AND MULCH Sd cntr mdians with a blnd of fin fscu grass sd at a rat of ½ lbs pr squar. Rfr to SUDAS Spcifications for frtilizing and mulching rquirmnts. Mthod of masurmnt will b in squars, ach squar containing 100 squar ft of sd, frtilizr and mulch. ESTIMATE REFERENCE INFORMATION (Con t) 23 COMPOST FILTER SOCK, 8 IN Install 8 compost filtr sock along th lngth of arth-filld mdians. Th bid itm also includs rmoval of th filtr sock aftr fscu sding has bn stablishd for 70% of th mdian ara. 24 PAINTED PAVEMENT INGS, DURABLE Th bid itm shall conform to Sction 2527 of th Iowa Dpartmnt of Transportation Standard Spcifications for Highway and Bridg Construction, Rfr to tabulations and D Shts for pavmnt marking locations. Tmporary traffic control during pavmnt marking installation is considrd incidntal to th bid itm. 25 PAINTED SYMBOLS & LEGENDS, DURABLE Th bid itm shall conform to Sction 2527 of th Iowa Dpartmnt of Transportation Standard Spcifications for Highway and Bridg Construction, Rfr to D Shts for pavmnt marking locations. Tmporary traffic control during pavmnt marking installation is considrd incidntal to th bid itm. 26 GROOVES CUT FOR PAVEMENT INGS Th bid itm shall conform to Sction 2527 of th Iowa Dpartmnt of Transportation Standard Spcifications for Highway and Bridg Construction, Tmporary traffic control is considrd incidntal to th bid itm. 27 GROOVES CUT FOR SYMBOLS & LEGENDS Th bid itm shall conform to Sction 2527 of th Iowa Dpartmnt of Transportation Standard Spcifications for Highway and Bridg Construction, TYPE A SIGN ALUMINUM All rgulatory signs shall comply with MUTCD standards. Fabrication and installation of all signs shall conform to Sction 2524 of th Iowa Dpartmnt of Transportation Standard Spcifications for Highway and Bridg Construction, OBJECT ER, TYPE OM1-1 Bid itm is to install nw objct markrs at locations spcifid in th plans. Fabrication and installation shall conform to Sction 2524 of th Iowa Dpartmnt of Transportation Standard Spcifications for Highway and Bridg Construction, SIGN POST PERFORATED SQUARE STEEL TUBE Bid itm is to furnish and rct sign posts at locations spcifid in th plans. Us galvanizd squar posts with prforatd hols. Driv 2-1/4" squar bas (30 minimum) to 2-3 abov ground. Insrt 2" squar sign post into bas and bolt with cornr bolts. Sign fabrication and installation shall conform to Sction 2524 of th Iowa Dpartmnt of Transportation Standard Spcifications for Highway and Bridg Construction, SODDING Sod th disturbd ara bhind th back of curb along widnd pavmnt sctions. Th Contractor shall b rsponsibl for watring th sod for a minimum of 2 wks aftr it has bn placd. 22 TREE DRAINAGE WELL Th location of tr drainag wlls within cntr mdians will b idntifid by th Enginr and th City of Ds Moins Forstry Division following mdian construction. It is th rsponsibility of th contractor to dtrmin th location and dpth of undrground utilitis in th vicinity of tr drainag wlls. 3/7/2014 8:36:09 AM BALwis T:\ENG\Dsign\06\2014\001\Dsign-Contract-Bids\Tab\ _TABS_CSht02.xls ESTIMATE REFERENCE DESIGN I.D. BAL BAL DMK MULT 4/4/2014 C.02 FILE NO

8 GENERAL WORK SEQUENCE: Th contractor shall schdul his work and th work of his subcontractors in such a mannr that will nsur a minimal amount of inconvninc to th abutting proprty ownrs. Final grading shall follow compltion of th paving as soon as possibl. If th Enginr dtrmins th progrss of th work is unsatisfactory, partial paymnts will b withhld in full or part until satisfactory progrss is mad. Prior to starting work, th contractor shall submit a staging schdul for th Enginr s approval. Th staging schdul shall b updatd priodically to rflct any changs. Clan up of th sit is rquird whn work is ithr suspndd or compltd. UTILITIES: Th contractor shall coordinat work with th utility companis with rspct to rlocating and constructing thir facilitis. Forty-ight (48) hours bfor construction call: Iowa On Call for utility locations, phon numbr Th contractor shall xrcis all du caution and us construction mthods and quipmnt to complt th work without damaging utilitis. Th cost of staging construction for utility installation, providing tmporary supports for all utilitis with assistanc from affctd utility company, and all costs involvd in coordinating with utilitis shall b includd in and considrd incidntal to th contract bid pric; and no additional compnsation shall b allowd. Th Contractor shall b rsponsibl for following th guidlins of ach utility in protcting thir facilitis. Th xact location and lvation of all utilitis shall b dtrmind by th contractor at th tim of construction. It shall b th duty of th contractor to ascrtain whthr any additional facilitis othr than thos shown on th plan may b prsnt. Th contractor shall xrcis all du caution whn working in th vicinity of piplins carrying combustibl or toxic matrials which ar prsnt on this projct. CONTROL OF WORK: All sidwalks and curb ramps shall b constructd to mt th rquirmnts of th Amrican with Disabilitis Act (ADA). Any work that dos not mt ths rquirmnts will b considrd dfctiv and shall b rmovd and rplacd at th Contractor s xpns. Prior to placmnt of th surfac matrial, th CONTRACTOR will b rsponsibl to vrify that th slops of all surfacs ar within th allowabl rangs. Immdiatly notify th Enginr if slops cannot b constructd within th allowabl rang. Following placmnt of th surfac matrial, th CONTRACTOR is rquird to masur th actual surfac slop and initial at th appropriat location on Sidwalk Complianc shts to vrify that th slop is within allowabl rangs. THE CITY RESERVES THE RIGHT TO MEASURE THE SLOPES OF ANY SURFACE AFTER CONSTRUCTION. THERE IS NO TOLERANCE FOR SURFACES TO EXCEED THE MAXIMUM ALLOWABLE SLOPE. SURFACES THAT EXCEED THE MAXIMUM ALLOWABLE SLOPE WILL BE CONSIDERED DEFECTIVE AND SHALL BE REMOVED AND REPLACED AT THE CONTRACTORS EXPENSE. INSPECTION: Th contractor shall contact th Principal Construction Inspctor for th City of Ds Moins Enginring Dpartmnt ( or cll) 24 hours bfor bginning construction. RESTORATION (PARKINGS, BACKSLOPES, AND EASEMENTS): All grass surfacs disturbd by construction shall b soddd or sdd as dirctd by th plans. This includs turf aras damagd by ithr construction accss and construction activitis. Paymnt shall b for thos disturbd aras within th grading limits. GENERAL (CONTINUED) SAWCUTTING PAVEMENT: Existing concrt to b rmovd shall b saw cut at rmoval limits unlss spcifid othrwis by th Enginr. In ordr to avoid any unncssary surfac braks or prmatur spalling, th contractor is cautiond to xrcis xtrm car whn prforming any of th ncssary saw cutting oprations for th proposd pavmnt rmoval. FINAL INSPECTION: Th contractor will b rquird to hav a rprsntativ at th final inspction and will b rsponsibl to opn all manhols and intaks for inspction by City prsonnl. CERTIFIED PLANT INSPECTION: Provid crtifid plant inspction for all PCC and HMA pavmnts usd on th projct. Rfrnc Sction 2521 of th currnt Iowa Dpartmnt of Transportation Spcifications for Highway and Bridg Construction. TEMPORARY TRAFFIC CONTROL: A traind traffic control tchnician shall b rsponsibl for tmporary traffic control dutis. A daily traffic control diary is rquird. ABANDONED UTILITY LINES: All rmoval and disposal of abandond utility lins including gas mains, watr mains, tlphon conduits, srvic lins, tc., rquird to complt th work shall b incidntal to this projct. ACCESS: Th contractor shall b rsponsibl to maintain accss to individual proprtis. WASTE SITES: It shall b th contractor's rsponsibility to provid wast aras or disposal sits for xcss matrial (xcavatd matrial, brokn concrt, tc) which is not dsirabl to b incorporatd into th work involvd on this projct. No paymnt for ovrhaul will b allowd for matrial hauld to ths sits. No matrial shall b placd within th City proprty, unlss spcifically statd in th plans or approvd by th Enginr. TRAFFIC SIGNS: Th contractor shall not rmov any City of Ds Moins traffic control signs. If a sign must b rmovd for any phas of construction, it will b rmovd, rlocatd and rst, upon notification from th Contractor, by prsonnl from th City of Ds Moins. BACKFILLING HOLES: All hols rsulting from oprations of th contractor, including rmoval of guardrail posts, fnc posts, and utility pols, shall b filld and consolidatd to finishd grad as dirctd by th Enginr to prvnt futur sttlmnt. Th voids shall b filld as soon as practical prfrably th day cratd and not latr than th following day. Any portion of th right-of-way or projct limits (including borrow aras and opration sits) disturbd by any such oprations shall b rstord to an accptabl condition. This opration shall b considrd incidntal to othr bid itms in th projct. PAVEMENT QUANTITIES: Estimatd quantitis for nw concrt pavmnt includ all intgral curb, all strt rturns and spcial aras of rpairs to conncting pavmnts. NO WORK ZONE, TREE PROTECTION AREA: Contractor shall not ntr th No Work Zon with construction vhicls. Th Contractor shall us xtrm car to avoid tr root systms, which ar typically to th drip lin of th tr. ADJUSTMENT OF WATER VALVES: Th adjustmnt of watr valvs and watr srvic stop boxs to final grad (both public and privat) shall b th rsponsibility of th contractor. This work shall b considrd incidntal to pavmnt construction. Us of a thradd coupling to adjust th cap lvation is rquird. Rfr to Supplmntal Spcifications for additional dtails. SAWCUTTING PAVEMENT: Existing concrt to b rmovd shall b saw cut at rmoval limits unlss spcifid othrwis by th Enginr. In ordr to avoid any unncssary surfac braks or I.D /4/2014 GENERAL 3/7/2014 8:37:48 AM BALwis T:\ENG\Dsign\06\2014\001\Dsign-Contract-Bids\Tab\ _TABS_CSht03.xls C.03 FILE NO DESIGN BAL BAL DMK MULT

9 Location SUDAS SPECIFICATIONS Th following SUDAS Spcifications apply to construction work on this projct: Numbr Joints PCC Curb Dtails Rampd Mdian Nos Jointing PCC Pavmnt Widning PCC Pavmnt Widning Mdians Titl Gnral Faturs of an Accssibl Sidwalk Gnral Sidwalk and Curb Ramp Dtails Curb Ramps Outsid of Intrsction Radius Curb Ramp for Class B or C Sidwalk Dtctabl Warning Placmnt Full Dpth PCC Patchs Lss than or Equal to 15' Long Pol Footing Dtails Tr Drainag Wll Filtr Brm and Filtr Sock 6" MODIFIED SUBBASE Subbas Strt Idnt. Station to Station Sid Ara (Sq Yds) Rmarks SW 14th St (Carri Av) L 45 SW 14th St (Carri Av) R 44 SW 14th St (Thornton Av) L 66 SW 14th St (Thornton Av) R 68 Casady Dr L 53 Casady Dr R 53 TOTAL 329 REMOVAL OF ROADWAY PAVEMENT Location Ara Strt Idnt. Station to Station (Sq Yds) Rmarks SW 9th St (Rittnhous St) Rmoval for Full-Dpth Mdian Nos SW 9th St (Rittnhous St) Rmoval for Full-Dpth Mdian Nos and Landing SW 14th St (Payton Av) SW 14th St (Knyon Av) SW 14th St (Carri Av) SW 14th St (Thornton Av) Casady Av TOTAL 188 SIDEWALK REMOVAL Location Ara Location Station to Station Sid (Sq Yds) Rmarks SW 9th St (Rittnhous Strt) L 12 SW 9th St (Rittnhous Strt) R 25 SW 14th St (Wright Elmntary) L 6 SW 14th St (Wright Elmntary) L 8 SW 14th St (Wright Elmntary) R 9 SW 14th St (Wright Elmntary) R 6 SW 14th St (Carri Avnu) L 39 SW 14th St (Carri Avnu) R 27 TOTAL 131 EARTH-FILLED MEDIANS, DOWELED MEDIANS, AND MEDIAN CURB Location Island Topsoil Mdian Mdian Curb Intrior Ara Md. Fill Sding Lngth Curb Typ Strt Idntification Station to Station (Sq Yds) (Tons) (SQ) Lf Rmarks SW 9th St (Rittnhous St) Slopd* 0 Dowld Mdian with Slopd Curb SW 14th St (Payton Av) Slopd Bam 56 Earth-Filld Mdian SW 14th St (Knyon Av) Slopd Bam 48 Earth-Filld Mdian SW 14th St (Carri Av) Slopd Bam 58 Earth-Filld Mdian SW 14th St (Thornton Av) Slopd Bam 72 Earth-Filld Mdian Casady Dr Slopd Bam 74 Earth-Filld Mdian TOTALS * Dowld Mdian Curb Paid as PCC Mdian Pavmnt 5" PCC SIDEWALK 5" PCC Location Ara Location Station to Station Sid (Sq Yds) Rmarks SW 9th Strt (Rittnhous St) L 14 Wst Sidwalk SW 9th Strt (Rittnhous St) R 20 East Sidwalk SW 9th Strt (Wright Elm Sch) L 6 Wst Sidwalk SW 9th Strt (Wright Elm Sch) L 6 Wst Sidwalk SW 9th Strt (Wright Elm Sch) R 6 East Sidwalk SW 9th Strt (Wright Elm Sch) R 6 East Sidwalk SW 14th St (Carri Avnu) L 40 Wst Sidwalk SW 14th St (Carri Avnu) R 28 East Sidwalk TOTAL 126 CONCRETE MEDIANS Location Ara Strt Idntification Station to Station (Sq Yds) Rmarks SW 9th St (Rittnhous St) Full-Dpth Rampd Mdian Nos SW 9th St (Rittnhous St) Dowld Mdian with Slopd Curb SW 9th St (Rittnhous St) Full-Dpth Landing and Rampd Mdian Nos SW 14th St (Payton Av) Rampd Mdian Nos SW 14th St (Payton Av) Rampd Mdian Nos SW 14th St (Knyon Av) Rampd Mdian Nos SW 14th St (Knyon Av) Rampd Mdian Nos SW 14th St (Carri Av) Rampd Mdian Nos SW 14th St (Carri Av) Rampd Mdian Nos SW 14th St (Thornton Av) Rampd Mdian Nos SW 14th St (Thornton Av) Rampd Mdian Nos Casady Dr Rampd Mdian Nos Casady Dr Rampd Mdian Nos TOTAL 155 6" PCC PAVEMENT & DETECTABLE WARNINGS 6" PCC Dtctabl Location Ara Warnings Location Station to Station Sid (Sq Yds) (Sq Ft) Rmarks SW 9th Strt (Rittnhous St) L 4 10 Wst Curb Ramp from Rittnhous SW 9th Strt (Rittnhous St) L 3 10 Wst Curb Ramp from SW 9th Strt SW 9th Strt (Rittnhous St) L 0 10 Lft Mdian Landing/Pdstrian Rfug SW 9th Strt (Rittnhous St) R 0 10 Right Mdian Landing/Pdstrian Rfug SW 9th Strt (Rittnhous St) R 4 10 East Curb Ramp from SW 9th Strt SW 9th Strt (Rittnhous St) R 4 10 East Curb Ramp from Blank Park Zoo Entranc Wright Elmntary Curb Ramp L 4 10 Dtctabl Warning Panl Wright Elmntary Curb Ramp R 3 10 Dtctabl Warning Panl TOTAL /7/2014 8:39:30 AM BALwis T:\ENG\Dsign\06\2014\001\Dsign-Contract-Bids\Tab\ _TABS_CSht04.xls TABULATIONS DESIGN I.D. BAL BAL DMK MULT 4/4/2014 C.04 FILE NO

10 REMOVAL OF ROADWAY PAVEMENT Location Ara Strt Idnt. Station to Station (Sq Yds) Rmarks SW 9th St (Rittnhous St) Rmoval for Full-Dpth Mdian Nos SW 9th St (Rittnhous St) Rmoval for Full-Dpth Mdian Nos and Landing SW 14th St (Payton Av) SW 14th St (Knyon Av) SW 14th St (Carri Av) SW 14th St (Thornton Av) Casady Av TOTAL 188 CURB & GUTTER REMOVAL Location Linar Ft Strt Idnt. Station to Station Sid (LF) Rmarks SW 14th St (Wright Elm.) L 26 Rmov at Insid of Existing Curb SW 14th St (Wright Elm.) R 26 Rmov at Insid of Existing Curb SW 14th St (Carri Av) L 80 Saw-Cut 1' Off Existing BOC SW 14th St (Carri Av) R 80 Saw-Cut 1' Off Existing BOC SW 14th St (Thornton Av) L 90 Rmov Existing 2.5' Curb & Guttr Unit SW 14th St (Thornton Av) R 90 Rmov Existing 2.5' Curb & Guttr Unit Casady Dr L 88 Saw-Cut 1' Off Existing BOC Casady Dr R 87 Saw-Cut 1' Off Existing BOC TOTAL 567 TABULATION OF SIGNS Location Sign Sign Sign Numbr Sign Numbr Mounting Hight Idnt. Typ Siz Dscription of signs Ara, sf of Posts to Bottom of Sign Rmarks SW 9th St (Rittnhous St) R x 30 Kp Right SW 9th St (Rittnhous St) OM x 18 Typ 1 Objct Markr Mount OM1-3 blow R4-7 SW 14th St (Payton Av) OM x 18 Typ 1 Objct Markr SW 14th St (Knyon Av) OM x 18 Typ 1 Objct Markr SW 14th St (Carri Av) OM x 18 Typ 1 Objct Markr SW 14th St (Thornton Av) OM x 18 Typ 1 Objct Markr Casady Av OM x 18 Typ 1 Objct Markr TOTAL /7/2014 8:42:14 AM BALwis T:\ENG\Dsign\06\2014\001\Dsign-Contract-Bids\Tab\ _TABS_CSht05.xls TABULATIONS DESIGN I.D. BAL BAL DMK MULT 4/4/2014 C.05 FILE NO

11 CLW6: Crosswalk Lin 3.00 CBW6: Crosswalk Bar TABULATION OF PAVEMENT ING LINE TYPES, SYMBOLS, AND LEGENDS MNY4: Mdian Nos Ara/4" Lngth by Lin Location Typ (Unfactord) Symbol BLSW STBL Dir. Of Sid CLW6 CBW6 MNY4 Road ID From To Travl Marking Typ L C R STA STA STA Rmarks SW 9th St (Rittnhous St) Both Durabl X 1.2 South Mdian Nos SW 9th St (Rittnhous St) Both Durabl X X 0.5 SW 9th St (Rittnhous St) Both Durabl X 1.1 North Mdian Nos SW 14th St (Payton Av) Both Durabl X 0.9 South Mdian Nos SW 14th St (Payton Av) Both Durabl X 0.9 North Mdian Nos SW 14th St (Knyon Av) Both Durabl X 0.9 South Mdian Nos SW 14th St (Knyon Av) Both Durabl X 0.9 North Mdian Nos SW 14th St (Wright Elm Sch) Both Durabl X X X 0.22 SW 14th St (Wright Elm Sch) NB Durabl X 1 SW 14th St (Wright Elm Sch) SB Durabl X 1 SW 14th St (Carri Av) Both Durabl X 1.0 South Mdian Nos SW 14th St (Carri Av) Both Durabl X 1.0 North Mdian Nos SW 14th St (Thornton Av) Both Durabl X 1.0 South Mdian Nos SW 14th St (Thornton Av) Both Durabl X 1.0 North Mdian Nos Park Av (SW 14th St) N/A N/A Both Durabl X 0.3 Casady Driv Both Durabl X 1.0 South Mdian Nos Casady Driv Both Durabl X 1.0 North Mdian Nos SW 10th St NB Durabl X 1 SW 10th St SB Durabl X 1 Wst St WB Durabl X 1 Wst St EB Durabl X 1 SW 14th St at Army Post Rd NB Durabl X 1 SW 14th St at Army Post Rd SB Durabl X 1 SW 14th St at Payton Av NB Durabl X 1 SW 14th St at Payton Av SB Durabl X 1 SW 14th St at Portr Av NB Durabl X 1 SW 14th St at Portr Av SB Durabl X 1 SW 14th St at Spring St NB Durabl X 1 SW 14th St at Spring St SB Durabl X 1 SW 14th St at McKinly Av NB Durabl X 1 SW 14th St at McKinly Av SB Durabl X 1 SW 14th St at Lwis Av NB Durabl X 1 SW 14th St at Lwis Av SB Durabl X 1 SW 14th St at Watrous Av NB Durabl X 1 SW 14th St at Watrous Av SB Durabl X 1 SW 14th St at Thornton Av NB Durabl X 1 SW 14th St at Thornton Av SB Durabl X 1 SW 14th St at Park Av NB Durabl X 1 SW 14th St at Park Av SB Durabl X 1 SW 14th St at P. Viw Dr NB Durabl X 1 SW 14th St at P. Viw Dr SB Durabl X 1 Casady Dr NB Durabl X 1 Casady Dr SB Durabl X 1 Druid Hill Dr SB Durabl X 1 Subtotal Quantity Factor N/A N/A Factord Total DESIGN BAL BAL DMK MULT I.D /4/2014 TABULATIONS 3/7/2014 8:43:46 AM BALwis T:\ENG\Dsign\06\2014\001\Dsign-Contract-Bids\Tab\ _TABS_CSht06.xls C.06 FILE NO

12 CIRCULAR CURVE COORDINATE 101A Modifid CIRCULAR CURVE DATA 101C Modifid I.D. No. P.I. or P.O.T. P.C. Station N Coordinats E Station N Coordinats E Station P.T. N Coordinats E D T L E R SW 9th Strt Mdian Baslin Payton Avnu Mdian Baslin Knyon Avnu Mdian Baslin Wright Elm. Baslin Carri Avnu Mdian Baslin Carri Avnu Lft Pavmnt Widning BOC Carri Avnu Right Pavmnt Widning BOC Thornton Avnu Mdian Baslin Thornton Avnu Lft Pavmnt Widning BOC Thornton Avnu Lft Pavmnt Widning BOC T:\ENG\Dsign\06\2014\001\Drawings\Plan Shts\C01.dgn 07-MAR14 09:23 ALIGNMENT TABULATIONS BAL BAL DMK MULT I.D C.07 FILE NO

13 CIRCULAR CURVE COORDINATE 101A Modifid CIRCULAR CURVE DATA 101C Modifid I.D. No. P.I. or P.O.T. P.C. Station N Coordinats E Station N Coordinats E Station P.T. N Coordinats E D T L E R Casady Avnu Mdian Baslin Casady Avnu Lft Pavmnt Widning BOC Casady Avnu Right Pavmnt Widning BOC T:\ENG\Dsign\06\2014\001\Drawings\Plan Shts\C01.dgn 07-MAR14 09:23 ALIGNMENT TABULATIONS BAL BAL DMK MULT I.D C.08 FILE NO

14 BLANK PARK ZOO ENTRANCE Sta Off Sta Off Sta Off SW 9TH STREET Sta Off Sta Off Saw-Cut Pavmnt 8 Saw-Cut Pavmnt Sta Off 4.00 Sta Sta Off 4.00 Off 4.00 Sta Off 4.00 Sta Off Full-Dpth Pavmnt Rmoval 1" = Rmov Existing HMA Ovrlay & Mill Undrlying PCC Pavmnt Pr SUDAS Sidwalk Rmoval Sta Off T:\ENG\Dsign\06\2014\001\Drawings\Plan Shts\D01.dgn 07-MAR14 09:23 PAVEMENT REMOVALS SW 9TH STREET AT RITTENHOUSE STREET BAL BAL DMK I.D D.01 FILE NO

15 Not: Crosswalk Signs (W11-15 & W16-7P) ar Installd by Othrs Nail 20 Sta Off 4.00 T:\ENG\Dsign\06\2014\001\Drawings\Plan Shts\D01.dgn 07-MAR14 09:23 IP + IP + DEED BK12562,PG498 DEED BK12539,PG R.M. MADDEN CONSTRUCTION, INC R.M. MADDEN CONSTRUCTION, INC Rock Rock Rock MH BM 40 ROW 25 BOCto BOC 12.5 Lan 12.5 Lan RITTENHOUSE STREET Rock SW 9TH STREET BAL BAL DMK I.D FILE NO. Nail Lan Lan Lan BOC to BOC 66 ROW Full Dpth Rampd Mdian Nos Sta Off W " x 36" MNY4 Sta Sta R = " Slopd Curb 104 Dowld Mdian with Slopd Curb Curb Drop 15 Full-Dpth Rampd Mdian Nos with Curb Drop/Landing " x 12" W16-7P 36" x 36" W " x 36" W " x 12" W16-7P R4-7 24" x 30" R4-7 24" x 30" OM1-3 18" x 18" OM1-3 18" x 18" 24" x 12" W16-7P 36" x 36" W " x 36" W " x 12" W16-7P CLW Sta Off 4.00 MNY Sta Off Sta R = 2.00 W " x 36" PROPOSED MEDIAN SW 9TH STREET AT RITTENHOUSE STREET 6800 SW 9TH ST WILLOW BEND I LLC 1" = D

16 3 CONSTRUCTION, INC R.M. MADDEN DEED BK12539,PG RITTENHOUSESTREET SW 9TH STREET 1" = W105 W106 BLANK PARK ZOO ENTRANCE Adjust Cross Slop to 1.00% Thru Sidwalk Panl W104 W103 W102 5 W107 W108 Adjust Cross Slop to 1.00% Thru Sidwalk Panl Edg of Full-Dpth PCC Rampd Mdian Nos Back of 6" Slopd Curb W136 W137 W139 W109 W110 W W124 W135 W138 W140 W101 W122 W121 W125 W126 Adjust Cross Slop to 1.00% Thru Sidwalk Panl W134 W100 W112 W111 W120 W127 W133 W132 Back of 6" Slopd Curb (Full-Dpth PCC) W131 W W130 W142 Proposd Mdian Pavmnt Landing/Turning Spac (2% Max Slop) 1+60 Ramp (8.3% Max Slop) T:\ENG\Dsign\06\2014\001\Drawings\Plan Shts\D01.dgn 07-MAR14 09:23 SIDEWALK COMPLIANCE SW 9TH STREET AT RITTENHOUSE STREET BAL BAL DMK I.D D.03 FILE NO

17 * Dos not includ curb 1 Staking rquird by Contracting Authority pr Articl of th Standard Spcifications. Point to Point Sidwalk Dsignation Distanc* Δ Elvation Slop Accptabl Constructd Rang SIDEWALK COMPLIANCE S D Shts Staking Rquird on this Masurd Slop Initials Rmarks FOR INFORMATION ONLY: VALUES USED TO DETERMINE SLOPES Quadrant? Point Station Offst Elvation FT FT % Pos. or Ng. 1 % W100 W101 Landing/Turning Spac % 0.1% to 2.0% W W100 W112 Landing/Turning Spac % 0.1% to 2.0% Ys W W101 W109 Landing/Turning Spac % 0.1% to 2.0% Ys W W112 W109 Landing/Turning Spac % 0.1% to 2.0% W W111 W112 Ramp Running Slop % 0.5% to 8.3% W W110 W109 Ramp Running Slop % 0.5% to 8.3% W W111 W110 Match Existing Cross Slop % Match Existing W W101 W102 Sidwalk Running Slop % 0.5% to 5.0% W W109 W108 Sidwalk Running Slop % 0.5% to 5.0% W W102 W108 Landing/Turning Spac % 0.1% to 2.0% Ys W W102 W103 Landing/Turning Spac % 0.1% to 2.0% W W108 W107 Landing/Turning Spac % 0.1% to 2.0% W W107 W103 Landing/Turning Spac % 0.1% to 2.0% Ys W W106 W107 Ramp Running Slop % 0.5% to 8.3% W104 W103 Ramp Running Slop % 0.5% to 8.3% W W105 W104 Ramp Running Slop % 0.5% to 8.3% W W104 W106 Match Existing Cross Slop % Match Existing W W105 W106 Match Existing Cross Slop % Match Existing W W W120 W123 Match Existing Cross Slop % Match Existing W W121 W122 Landing/Turning Spac % 0.1% to 2.0% Ys W W122 W125 Landing/Turning Spac % 0.1% to 2.0% W W121 W126 Landing/Turning Spac % 0.1% to 2.0% W126 W125 Landing/Turning Spac % 0.1% to 2.0% Ys W W127 W124 Match Existing Cross Slop % Match Existing W W W130 W131 Ramp Running Slop % 0.5% to 8.3% W W130 W142 Ramp Cross Slop % 0.1% to 2.0% Ys W W142 W141 Ramp Running Slop % 0.5% to 8.3% W W131 W141 Landing/Turning Spac % 0.1% to 2.0% Ys W W131 W132 Landing/Turning Spac % 0.1% to 2.0% W W132 W135 Landing/Turning Spac % 0.1% to 2.0% W W135 W138 Landing/Turning Spac % 0.1% to 2.0% Ys W W141 W138 Landing/Turning Spac % 0.1% to 2.0% W W133 W132 Ramp Running Slop % 0.5% to 8.3% W W133 W134 Match Existing Cross Slop % Match Existing W W134 W135 Ramp Running Slop % 0.5% to 8.3% Ys W135 W136 Ramp Running Slop % 0.5% to 8.3% W136 W137 Match Existing Cross Slop % Match Existing W137 W138 Ramp Running Slop % 0.5% to 8.3% W138 W139 Ramp Running Slop % 0.5% to 8.3% W139 W140 Ramp Cross Slop % 0.1% to 2.0% W141 W140 Ramp Running Slop % 0.5% to 8.3% /7/ :12:12 AM BALwis T:\ENG\Dsign\06\2014\001\Dsign-Contract-Bids\Tab\ _TABS_SShtS01.x SIDEWALK COMPLIANCE SW 9TH STRETT AT RITTENHOUSE STREET DESIGN I.D. BAL BAL DMK /4/2014 D.04 FILE NO

18 % -2.0% % -2.0% % -2.0% % -2.0% % % -2.0% % -2.0% T:\ENG\Dsign\06\2014\001\Drawings\Plan Shts\D01.dgn 07-MAR14 09:23 PROPOSED MEDIAN SW 9TH STREET AT RITTENHOUSE STREET BAL BAL DMK I.D D.05 FILE NO