CITY OF ANN ARBOR ENGINEERING 2019 MISC UTILITY PROJECTS WARREN STEIN MAPLE BARTON NIXON DHUVARREN HURON RIVER RIVER DRIVE HURON TRAIL GREEN PONTIAC

Transcription

1 APLE - - DWS NOTES INCOPOAT 8 I CH I GAN ENGINEEING 209 ISC UTILITY POJECTS SHEET NUBE SHEET LIST TABLE SHEET TITLE COVE SHEET 2 STANDAD NOTES LEGEND WATE AIN DETAILS STO SEWE, TENCH AND ISC. DETAILS 6-8 TYPICAL SECTIONS 9 TPA WALKWAY DEVICES 0 ALTENATE PESTIAN OUTE (AP) DETOU TPA APS 2 ALTENATE PESTIAN OUTE (AP) BYPASS NOTH WAGNE APLE HUON IVE ILLE NEWPOT DIVE STEIN HUON IVE SUNSET BATON TAIL PONTIAC WAEN 2 DHUVAEN NIXON GEEN PLYOUTH EAHAT GOSS DIXBOO PUBLIC SEVICES 0 EAST HUON STEET, I BUCHOLZ COUT AINTENANCE TAFFIC DEXTE FULLE GLAZIE EOVALS WATE AIN PLAN AND PILE JACKSON LIBETY HUON AIN HUON 2 6 OAD CA BEND DIVE 7 EOVALS AND AINTENANCE TAFFIC 8 WATE AIN PLAN AND PILE 9 OAD AYWOOD AVENUE 20 AINTENANCE TAFFIC 2-22 EOVALS 2-26 WATE AIN PLAN AND PILE STO SEWE PLAN AND PILE 0 - OAD WAGNE SCIOCHUCH 9 WATES SALINE APLE STADIU LOH SEVENTH STATE ELLSWOTH D PACKAD STADIU EISENHOWE STATE STONE SCHOOL GDES WASHTENAW VICINITY AP 9 PLATT PKWY GDES HUON CAPENTE HOGBACK WASHTENAW PACKAD ELLSWOTH PEPA UNDE THE SUPEVISION TESHA HUPHISS, P.E. - I LICENSE No. 0 POJECT ANAGE DATE L ST AT E I CENS P ESS I CHI GAN TESHA HUPHISS No. 0 ENGI NEE I ONA L - PUBLIC SEVICES - ENGINEEING ISC UTILITY POJECTS; BID No. 6; 20802

2 CONSTUCTION NOTES: PEITS EQUI TO BE OBTAIN BY THE CONTACTO PIO TO THE BEGINNING CONSTUCTION. PEIT LANE CLOSUE PEIT* ENGINEEING ISSUING AUTHOITY "NO PAKING" SIGNS PEIT* GADING/SOIL EOSION & SIENTATION CONTOL PEIT* IGHT--WAY PEIT* ENGINEEING CUSTOE SEVICE CUSTOE SEVICE * NO COST TO CONTACTO PEITS EQUI TO BE OBTAIN BY THE PIO TO THE BEGINNING CONSTUCTION. PEIT ISSUING AUTHOITY CONTACT INFOATION PUBLIC UTILITIES OWNE CONTACT PIVATE UTILITIES OWNE CONTACT PUBLIC SEVICES 0 EAST HUON STEET, I CA BEND DIVE BENCHAKS B # ELEV DESCIPTION SPIKE IN E. SIDE U.P. ON E. SIDE CA BEND DIVE, 2ND POLE N FULLE D. BK 6 PG 0. B # ELEV DESCIPTION BUCHOLZ COUT BENCHAKS LAG SCEW IN W. FACE SE CONE ABANA DIVE AND AK HAH, BK 2A PG STEAE VALVE ON FIE HYDANT, BK 2A PG B # ELEV DESCIPTION SET SPIKE IN N. SIDE U.P. ON S. SIDE BATH STEET IN FONT HSE NO. 0 SET SPIKE IN E. SIDE U.P. ON W. SIDE BUCHOLZ CT. BETWEEN HSE NO. 0 AND 0. AYWOOD AVENUE BENCHAKS TOP, S. SIDE CONC. BASE FO N.E. CONE STADIU AND AELLA/AYWOOD. SET SPIKE IN E. SIDE U.P. ON W. SIDE AYWOOD BETWEEN HSE NO. 02 AND 6 STADIU BLVD. TOP SE ANCHO BOLT FO L.P. ON W. SIDE AYWOOD BETWEEN HSE NO. 76 AND 06. TOP SE ANCHO BOLT FO L.P. ON W. SIDE AYWOOD IN FONT HSE NO. 96. TOP SE ANCHO BOLT FO L.P. ON W. SIDE AYWOOD IN FONT HSE NO PUBLIC SEVICES - ENGINEEING 209 ISC UTILITY POJECTS : NTS STANDAD NOTES TOP, S. SIDE CONC. BASE FO SIGNAL POLE AT NE CONE CA BEND DIVE AND FULLE OAD SET SPIKE IN S. SIDE N.E. CONE AVONDALE AND AYWOOD. 2

3 EXISTING LEGEND POPOS LEGEND W W co - PUBLIC SEVICES - ENGINEEING : NTS 209 ISC UTILITY POJECTS LEGEND PUBLIC SEVICES 0 EAST HUON STEET, I

4 TOP VIEW POLYETHYLENE ENCASEENT (DY INSTALLATION) PUBLIC SEVICES 0 EAST HUON STEET, I GATE WELL FO AIN 6" & SALLE THUST BLOCK POLYETHYLENE ENCASEENT (WET INSTALLATION) ANHOLE CASTING ADJUSTENT FIE HYDANT ASSEBLY STUCTUE PLATE WATE VALVE BOX ADJUSTENT - PUBLIC SEVICES - ENGINEEING : NTS 209 ISC UTILITY POJECTS WATE AIN DETAILS

5 CUB AND GUTTE, CONC, DET F, SPECIAL TEE POTECTION DETAIL PUBLIC SEVICES 0 EAST HUON STEET, I STANDAD ANHOLE (TYPE I) TENCH DETAIL - TYPE I, SD-TD-, ODIFI UTILITY TENCH-TYPE II, SD-TD-2, (ODIFI) (UNDE GAVEL OAD) AGGEGATE BASE COUSE SAND SUB-BASE TENCH DETAIL FO UNDE DAIN (UNDE HA PAVEENT) - PUBLIC SEVICES - ENGINEEING : NTS 209 ISC UTILITY POJECTS STO SEWE, TENCH AND ISC DETAILS

6 PUBLIC SEVICES 0 EAST HUON STEET, I BUCHOLZ COUT TYPICAL COSS-SECTION HA APPLICATION ESTIATE - PUBLIC SEVICES - ENGINEEING 209 ISC UTILITY POJECTS : NTS TYPICAL SECTIONS BUCHOLZ COUT

7 AYWOOD AVENUE POPOS COSS-SECTION PUBLIC SEVICES 0 EAST HUON STEET, I AVONDALE AVENUE POPOS COSS-SECTION HA APPLICATION ESTIATE - PUBLIC SEVICES - ENGINEEING 209 ISC UTILITY POJECTS : NTS TYPICAL SECTIONS AYWOOD AVENUE & AVONDALE AVENUE

8 CA BEND DIVE POPOS PAV COSS-SECTION PUBLIC SEVICES 0 EAST HUON STEET, I CA BEND DIVE POPOS GAVEL COSS-SECTION HA APPLICATION ESTIATE - PUBLIC SEVICES - ENGINEEING 209 ISC UTILITY POJECTS : NTS TYPICAL SECTIONS CA BEND DIVE

9 GENEAL NOTES AILINGS O OTHE OBJECTS AY POTUDE A AXIU INCHES INTO THE WALKWAY CLEA SPACE WHEN LOCAT A INIU 27 INCHES ABOVE THE WALKWAY SUFACE. ANY PESTIAN DEVICES US TO POVIDE POSITIVE POTECTION FO PESTIANS O WOKES SHALL EET NCHP 0 CASHWOTHY EQUIEENTS APPOPIATE FO THE BAIE'S APPLICATION. ' INIU ' DESIABLE BAICADES SHALL BE PLAC CONTINUOUSLY ACOSS THE ENTIE WIDTH THE WALKWAY SUFACE BEING CLOS. SPECIFIC NOTES 2" AX. 7 TEPOAY WALKWAY SUFACE 2% AX. COSS SLOPE PESTIAN CHELIZE 0. INCH AXIU LEADING GE 2 INCH AXIU 2 ANY TIPPING HAZAD IN THE WALKWAY NES A DETECTABLE GE. BALLAST SHALL BE LOCAT BEHIND O INTENAL TO THE DEVICE. ANY SUPPOT ON THE FONT THE DEVICE SHALL NOT EXTEND INTO THE 8 INCH INIU WALKWAY CLEA SPACE AND SHALL NOT EXCE 0. INCHES IN HEIGHT ABOVE THE WALKWAY SUFACE. DETECTABLE GES SHALL BE CONTINUOUS AND A INIU 6 INCHES IN HEIGHT ABOVE WALKWAY SUFACE AND HAVE COLO AKINGS CONTASTING WITH THE WALKWAY SUFACE. DEVICES SHALL NOT BLOCK WATE DAINAGE FO THE WALKWAY. A GAP HEIGHT O OPENING FO THE WALKWAY SUFACE UP TO A AXIU 2 INCHES IS ALLOW FO DAINAGE PUPOSES. WHEN HAND GUIDANCE IS EQUI, THE TOP AIL O TOP SUFACE SHALL: - BE IN A VETICAL PLANE PEPENDICULA TO THE WALKWAY ABOVE THE DETECTABLE GE. - BE CONTINUOUS AT A HEIGHT TO 8 INCHES ABOVE THE WALKWAY SUFACE, AND TEPOAY PESTIAN ACCESS TEPOAY WALKWAY SUFACE 0.2 INCH AXIU - BE SUPPOT WITH INIAL INTEFEENCE TO THE PESTIAN'S HANDS O FINGES. ALL DEVICES SHALL BE FEE SHAP O OUGH GES, AND FASTENES (BOLTS) SHALL BE OUND TO PEVENT HA TO HANDS, AS O CLOTHING PESTIANS. 6 ALL DEVICES US TO CHELIZE PESTIAN FLOW SHOULD INTELOCK SUCH THAT GAPS DO NOT ALLOW PESTIANS TO STAY FO THE INTEND CHELIZ PATH. 7 A WALKWAY SUFACE SHALL BE FI, STABLE, AND SLIP ESISTANT. COPACT GAVEL, AGGEGATE, O SLAG ATEIALS AE NOT ALLOW. 6 HANDTAILING GE 8 LONGITUDINAL CHELIZING DEVICES FO PESTIANS SHALL BE 2 INCHES IN HEIGHT O GEATE. 8 2" IN. 2" AX. 2" IN. 8 PUBLIC SEVICES 0 EAST HUON STEET, I DETECTABLE GE 2 2 DETECTABLE GE SHALL BE CONTINUOUS AND A INIU 6 INCHES HIGH ABOVE THE WALKWAY SUFACE 2" AXIU PESTIAN CHELIZE USING A BAIE (INIU EQUIEENTS) 200' AX. SPACING FO LAST PASSING SPACE ' IN. ' IN. 200' AX. SPACING FO LAST PASSING SPACE NAOW TEPOAY PESTIAN ACCESS OUTE PASSING DETAIL ' IN. PESTIAN CHELIZE (INIU EQUIEENTS) 2" AX. TYPICAL AUDIBLE ESSAGE DEVICE LOCATION WHEN US " IN. 2 SIDEWALK BAICADE 8 WALKWAY SUFACE 7 - PUBLIC SEVICES - ENGINEEING : N.T.S. 209 ISC UTILITY POJECTS TPA WALKWAY DEVICES

10 2 6 6 DETOU PUBLIC SEVICES 0 EAST HUON STEET, I PESTIAN DETOU USING OPPOSITE SIDE STEET DETOU OTHE SIDE STEET DETOU O DETOU WITH TAILBLAZING SIGNS (FO CONE SIDEWALK CLOSUE WITH OPTIONAL TEPOAY COSSWALK) GENEAL NOTES WHEN CLOSING O ELOCATING COSSWALKS O SIDEWALKS, THE CONTACTO SHALL POVIDE DETECTABLE TEPOAY FACILITIES AND INCLUDE ACCESSIBILITY FEATUES CONSISTENT WITH EXISTING PESTIAN FACILITIES. TEPOAY TAFFIC CONTOL DEVICES FO PESTIANS AE SHOWN. OTHE DEVICES AY BE NECESSAY TO CONTOL VEHICULA TAFFIC. STAGE WOK, AS NECESSAY, TO POVIDE AN ALTENATE PESTIAN OUTE (AP) AT ALL TIES. FO OADWAYS WITH NO AVAILABLE DETOUS, AINTAIN ONE OPEN SIDEWALK AT ALL TIES. POVIDE A SOOTH, CONTINUOUS, HAD SUFACE THOUGH THE LENGTH THE AP. COPACT GAVEL, AGGEGATE, O SLAG ATEIALS AE NOT ALLOW. POVIDE A FI, STABLE, AND SLIP ESISTANT TEPOAY WALKWAY SUFACE TO COVE SHOT SEGENTS OUGH, ST, O UNEVEN GOUND. THE PESTIAN TAFFIC SIGNALS CONTOLLING CLOS COSSWALKS SHALL BE COVE O DEACTIVAT BY THE. THE CONTACTO SHALL SCHULE AND COODINATE THIS WOK WITH THE ENGINEE A INIU 72 HOUS (NOT INCLUDING WEEKENDS & HOLIDAYS) PIO TO THE BEGINNING WOK THAT EQUIES A SIDEWALK CLOSUE. POST OUNT SIGNS LOCAT ADJACENT TO A SIDEWALK SHALL HAVE A 7 FOOT INIU CLEAANCE FO THE BOTTO THE SIGN TO THE SIDEWALK SUFACE. WHEN THE ENGINEE DETEINES THAT THE CONTACTO'S OPEATIONS O PLACEENT TAFFIC CONTOL DEVICES HAS CAUS A SITUATION THAT THE VISIBILITY IS UC ENOUGH TO CEATE A HAZAD, THE TAFFIC CONTOL DEVICES SHALL BE DELINEAT WITH FLAGS O OTHE ENGINEE-APPOV DEVICES AT NO ADDITIONAL COST TO THE POJECT. INIIZE DISUPTION TO PESTIANS TO THE AXIU EXTENT FEASIBLE BY POVIDING AN AP IN THE FOLLOWING ODE PEFEENCE:. POVIDE THE AP ON THE SAE SIDE THE STEET AS THE DISUPT OUTE UTILIZING BYPASSES. 2. WHEE IT IS NOT FEASIBLE TO POVIDE A SAE SIDE AP, POVIDE A DETOU ON THE OTHE SIDE THE STEET.. WHEE IT IS NOT FEASIBLE TO POVIDE AN AP ON THE OTHE SIDE THE OADWAY, POVIDE AN AP DETOU WITH TAILBLAZING SIGNS AS SHOWN ON THE POJECT PLANS. 2 6 SPECIFIC NOTES TEPOAY CUB APS WITH DETECTABLE WANINGS. TEPOAY PAVEENT AKING FO COSSWALK LINES. AN APPOV AUDIBLE ESSAGE DEVICE O TACTILE ESSAGE SHALL BE POVID FO SIGHT-IPAI PESTIANS. THE INTENATIONAL SYBOL ACCESSIBILITY SHOULD BE DISPLAY WHEN ANY WALKWAY THOUGH A WOK ZONE HAS BEEN DETEIN TO BE TPA COPLIANT. THE SYBOL ACCESSIBILITY SHALL NOT BE DISPLAY IF PESONS WITH DISABILITIES SHOULD NOT USE THE PIAY TEPOAY PESTIAN DETOU. THE EASON FO THE NON-COPLIANCE SHALL BE POST AND AN ALTENATE OUTE SHALL BE POST WHEN THE PIAY TEPOAY PESTIAN DETOU IS NON-COPLIANT TO TPA STANDADS. TYPICAL SIGN ESSAGE FO A TEPOAY PESTIAN DETOU SHALL INCLUDE INFOATION SUCH AS THE DUATION THE WALKWAY ESTICTIONS (BEGINNING AND/O END DATES) AND A POJECT CONTACT NUBE FO 2 / 7 QUESTIONS O EPOTING HAZADS. PESTIAN DETOU TAILBLAZING SIGNS SHALL BE US IF THE PESTIAN DETOU IS IN A LOCATION OTHE THAN ACOSS THE STEET FO THE SIDEWALK CLOSUE. PESTIAN TEPOAY TAFFIC CONTOL NOTES. THE CONTACTO SHALL AINTAIN PESTIAN THOUGH OVEENTS FO ONE END THE CONSTUCTION AEA TO THE OTHE, ON AT LEAST ONE SIDE THE STEET DUING CONSTUCTION. ANY SIDEWALK CLOSUES SHALL EET THE EQUIEENTS THE UTCD, PAT PESTIAN ACCESS SHALL BE POVID TO ALL ADJACENT POPETIES, BUILDINGS, ESIDENCES AND COECIAL POPETIES AT ALL TIES. THIS AY INCLUDE TEPOAY WALKWAYS SPING THE CONSTUCTION AEA.. IF SIDEWALKS AE CLOS, A TEPOAY PESTIAN ACCESS OUTE (TPA) SHALL BE POVID ON THE SAE SIDE THE OAD AS THE CLOS SIDEWALK, IF POSSIBLE. SIGNS AND BAICADES SHALL BE US TO POVIDE ADVANCE NOTICE THE CLOSUE AND THE OUTE ANY PESTIAN DETOUS. THE TPA SHALL HAVE A INIU UNOBSTUCT WIDTH FEET. IF THE TPA IS LESS THAN FEET IN WIDTH, A FOOT BY FOOT PASSING SPACE SHALL BE POVID AT LEAST EVEY 200 FEET. THE SUFACE THE TPA SHALL BE SOOTH AND CONTINUOUS FO THE LENGTH THE TPA. THE TPA SHALL AINTAIN THE SAE LEVEL ACCESSIBILITY AND DETECTABILITY AS THE FACILITY THAT IS BEING CLOS. THE TPA SHALL NOT LEAD PESTIANS INTO CONFLICTS WITH VEHICLES, EQUIPENT, O CONSTUCTION OPEATIONS.. IF THE TPA IS ADJACENT TO OVING TAFFIC, CONSTUCTION OPEATIONS/EQUIPENT, O DOP-FS, THEN CASH WOTHY CHELIZING DEVICES THAT EET THE EQUIEENTS NCHP 0 AND THE UTCD SHALL BE US.. THE CONTACTO SHALL NOT STOE O PLACE ANY CONSTUCTION ATEIALS, EQUIPENT O SIGNS IN THE PESTIAN PATH TAVEL. 6. THE CONTACTO'S OPEATIONS SHALL NOT OCCUPY SIDEWALKS EXCEPT WHEE POPE POTECTION AND A TPA HAVE BEEN POVID. 7. WHEN DIECT BY THE ENGINEE, O STAT ON THE PLANS, THE CONTACTO SHALL POVIDE A TEPOAY PESTIAN TAFFIC CONTOL PLAN FO EVIEW AND WITTEN APPOVAL BY THE ENGINEE A INIU THEE WEEKS BEFOE SUCH PLAN IS IPLEENT. THIS PLAN SHALL DETAIL THE CONSTUCTION PHASING AND SCHULE AND THE SPECIFIC ETHODS AINTAINING SAFE PESTIAN ACCESS THOUGHOUT THE CONSTUCTION AEA. THIS PLAN SHALL POVIDE THE LOCATION AND DETAILS TEPOAY CONSTUCTION SIGNING, AKINGS, BAICADES, CHELIZING DEVICES, TPAS AND ETHODS TO AINTAIN ACCESS TO ADJACENT POPETIES, BUSINESSES, ESIDENCES, ETC. NO WOK SHALL BE ALLOW TO BEGIN UNTIL THIS PLAN IS APPOV BY THE ENGINEE IN WITING. 8. POVISION THE TPA AND ALL ITS ELEENTS, INCLUDING BUT NOT LIIT TO, CEATION THE TEPOAY PESTIAN CONTOL PLAN, SIGNS, CHELIZING DEVICES, BAICADES, TEPOAY PAVEENT AKINGS AND OTHE TAFFIC CONTOL DEVICES SHALL NOT BE PAID FO SEPAATELY, BUT SHALL BE INCLUD IN THE ITE WOK "INO TAF DEVICES." LEGEND SIGN EXISTING PESTIAN SUFACE WOK AEA PESTIAN CHELIZATION DEVICE BAIE SIDEWALK BAICADE DIECTION TAFFIC TAFFIC CONTOL DEVICE - PUBLIC SEVICES - ENGINEEING : N.T.S. 209 ISC UTILITY POJECTS ALTENATE PESTIAN OUTE (AP) DETOU

11 SPECIFIC NOTES CUB APS SHALL BE 8" IN. WIDTH WITH A FI, STABLE AND SLIP ESISTANT SUFACE. 6 2" TO " WIDE GE AKING 8 JOINT GAP TEATENT 8" x 8" IN. LANDING AEA 2 POTECTIVE GING WITH A 2" IN. HEIGHT SHALL BE PLAC WHEN A CUB AP O LANDING PLATFO HAS A VETICAL DOP 6" O GEATE O HAS A SIDE APON SLOPE STEEPE THAN :. POTECTIVE GING SHOULD BE CONSIDE WHEN CUB APS O LANDING PLATFOS HAVE A VETICAL DOP " O OE. NON-SLIP SUFACE CUB FACE 9 GE TEATENT DETECTABLE GING 6" IN. HEIGHT DETECTABLE GING WITH 6" IN. HEIGHT AND CONTASTING COLO SHALL BE PLAC ON ALL CUB AP LANDINGS WHEE THE WALKWAY CHANGES DIECTION (TUNS). CUB APS AND LANDINGS SHALL HAVE A 2% AX. COSS SLOPE. CLEA SPACE 8" x 8" IN. SHALL BE POVID ABOVE AND BELOW THE CUB AP. 7 DAINAGE 6 7 THE CUB AP WALKWAY GE SHALL BE AK WITH A CONTASTING COLO, 2" TO " WIDE AKING. THE AKING IS OPTIONAL WHEE COLO CONTASTING GING IS US. WATE FLOW IN THE GUTTE SYSTE SHALL NOT BE IP. 7 DAINAGE 8 9 LATEAL JOINTS O GAPS BETWEEN SUFACES SHALL BE LESS THAN /2" WIDTH. CHANGES BETWEEN SUFACE HEIGHTS SHALL NOT EXCE /2". LATEAL GES SHOULD BE VETICAL UP TO /" HIGH, AND BEVEL AT :2 BETWEEN /" AND /2" HEIGHT. 2 2 POTECTIVE GING 2" IN. HEIGHT ABOVE AP SUFACE CLEA SPACE 9 GE TEATENT TEPOAY CUB AP PAALLEL TO CUB COSS SLOPE 2% AX. PUBLIC SEVICES 0 EAST HUON STEET, I SHOWN WITH POTECTIVE GE SHOWN WITH SIDE APON CLEA SPACE LEADING GE 8 JOINT GAP TEATENT COSS SLOPE 2% AX. 9 GE TEATENT INCH AXIU GE TEATENT 0. INCH AXIU 2 CUB FACE 7 DAINAGE POTECTIVE GING 2" IN. HEIGHT ABOVE AP SUFACE COSS SLOPE 2% AX. 6 2" TO " WIDE GE AKING TEPOAY CUB AP PEPENDICULA TO CUB NON-SLIP SUFACE GE TEATENT 7 DAINAGE 6 9 GE TEATENT 2 POTECTIVE GING 2" IN. HEIGHT ABOVE AP SUFACE CLEA SPACE 2 - PUBLIC SEVICES - ENGINEEING : N.T.S. 209 ISC UTILITY POJECTS TPA APS

12 NOTE: AY ONLY BE US ON OADWAY WITH POST SPE PH O LESS. POVIDE TEPOAY WALKWAY SUFACE ' INIU ' DESIABLE ' INIU ' DESIABLE ' INIU ' DESIABLE PESTIAN CHELIZES TEPOAY TUNCAT DOES, EQUI IF COSSING A INO OAD O COECIAL DIVEWAY. INO OAD O DIVEWAY PESTIAN CHELIZES 6 BAIE WITH TAPE AND ATTENUATION PESTIAN CHELIZES PUBLIC SEVICES 0 EAST HUON STEET, I BYPASS ON ADJACENT AVAILABLE IGHT WAY BYPASS TYPE A SIDEWALK BYPASS USING PAKING O SHOULDE ON LOW SPE OADWAY BYPASS TYPE B SIDEWALK BYPASS USING SHOULDE O PAKING LANE ON HIGH SPE OADWAY BYPASS TYPE C GENEAL NOTES WHEN CLOSING O ELOCATING COSSWALKS O SIDEWALKS, THE CONTACTO SHALL POVIDE DETECTABLE TEPOAY FACILITIES AND INCLUDE ACCESSIBILITY FEATUES CONSISTENT WITH EXISTING PESTIAN FACILITIES. TEPOAY TAFFIC CONTOL DEVICES FO PESTIANS AE SHOWN. OTHE DEVICES AY BE NECESSAY TO CONTOL VEHICULA TAFFIC. STAGE WOK, AS NECESSAY, TO POVIDE AN ALTENATE PESTIAN OUTE (AP) AT ALL TIES. FO OADWAYS WITH NO AVAILABLE DETOUS, AINTAIN ONE OPEN SIDEWALK AT ALL TIES. POVIDE A SOOTH, CONTINUOUS, HAD SUFACE THOUGH THE LENGTH THE AP. COPACT GAVEL, AGGEGATE, O SLAG ATEIALS AE NOT ALLOW. POVIDE A FI, STABLE, AND SLIP ESISTANT TEPOAY WALKWAY SUFACE TO COVE SHOT SEGENTS OUGH, ST, O UNEVEN GOUND. THE PESTIAN TAFFIC SIGNALS CONTOLLING CLOS COSSWALKS SHALL BE COVE O DEACTIVAT BY THE. THE CONTACTO SHALL SCHULE AND COODINATE THIS WOK WITH THE ENGINEE A INIU 72 HOUS (NOT INCLUDING WEEKENDS & HOLIDAYS) PIO TO THE BEGINNING WOK THAT EQUIES A SIDEWALK CLOSUE. POST OUNT SIGNS LOCAT ADJACENT TO A SIDEWALK SHALL HAVE A 7 FOOT INIU CLEAANCE FO THE BOTTO THE SIGN TO THE SIDEWALK SUFACE. WHEN THE ENGINEE DETEINES THAT THE CONTACTO'S OPEATIONS O PLACEENT TAFFIC CONTOL DEVICES HAS CAUS A SITUATION THAT THE VISIBILITY A TAFFIC CONTOL DEVICE IS UC ENOUGH TO CEATE A HAZAD, THE TAFFIC CONTOL DEVICES SHALL BE DELINEAT WITH FLAGS O OTHE ENGINEE-APPOV DEVICES AT NO ADDITIONAL COST TO THE POJECT. INIIZE DISUPTION TO PESTIANS TO THE AXIU EXTENT FEASIBLE BY POVIDING AN AP IN THE FOLLOWING ODE PEFEENCE:. POVIDE THE AP ON THE SAE SIDE THE STEET AS THE DISUPT OUTE UTILIZING BYPASSES. 2. WHEE IT IS NOT FEASIBLE TO POVIDE A SAE SIDE AP, POVIDE A DETOU ON THE OTHE SIDE THE STEET.. WHEE IT IS NOT FEASIBLE TO POVIDE AN AP ON THE OTHE SIDE THE OADWAY, POVIDE AN AP DETOU WITH TAILBLAZING SIGNS AS SHOWN ON THE POJECT PLANS. 2 6 SPECIFIC NOTES TEPOAY CUB APS WITH DETECTABLE WANINGS. DEVICE TAPE 2 FEET LONG, ECOEND WHEN THE CLOS AEA WAS US AS AN INTEITTENT TAFFIC LANE O BYPASS LANE. STEET PAKING SHALL BE POHIBIT FO AT LEAST 0 FEET IN ADVANCE THE ID-BLOCK COSSWALK. AN APPOV AUDIBLE ESSAGE DEVICE O TACTILE ESSAGE SHOULD BE POVID FO SIGHT-IPAI PESTIANS. THE INTENATIONAL SYBOL ACCESSIBILITY SHALL BE DISPLAY WHEN ANY WALKWAY THOUGH A WOK ZONE HAS BEEN DETEIN TO BE TPA COPLIANT. THE SYBOL ACCESSIBILITY SHALL NOT BE DISPLAY IF PESONS WITH DISABILITIES SHOULD NOT USE THE PIAY TEPOAY PESTIAN DETOU. THE EASON FO THE NON-COPLIANCE SHALL BE POST AND AN ALTENATE OUTE SHALL BE POST WHEN THE PIAY TEPOAY PESTIAN DETOU IS NON-COPLIANT TO TPA STANDADS. TYPICAL SIGN ESSAGE FO A TEPOAY PESTIAN DETOU SHALL INCLUDE INFOATION SUCH AS THE DUATION THE WALKWAY ESTICTIONS (BEGINNING AND/O END DATES) AND A POJECT CONTACT NUBE FO 2 / 7 QUESTIONS O EPOTING HAZADS. SEE UTCD FO GUIDANCE ON PLACEENT AND USAGE BAIE. LEGEND SIGN EXISTING PESTIAN SUFACE WOK AEA PESTIAN CHELIZATION DEVICE BAIE SIDEWALK BAICADE DIECTION TAFFIC TAFFIC CONTOL DEVICE - PUBLIC SEVICES - ENGINEEING : N.T.S. 209 ISC UTILITY POJECTS ALTENATE PESTIAN OUTE (AP) BYPASS

13 BUCHOLZ CT BATH ST APLE IDGE ST WILLOW ST BLVD VIEW APLE IDGE ST ILLE AVE PLAN: " = 20' - PUBLIC SEVICES - ENGINEEING 209 ISC UTILITY POJECTS BUCHOLZ CT AINTENANCE TAFFIC PUBLIC SEVICES 0 EAST HUON STEET, I

14 0 06 BATH ST (66'.O.W.) BUCHOLZ CT (7'.O.W.) WILLOW ST (7.'.O.W.) 29 0 KEY 90 EOVAL KEY DESCIPTION 0 0 APLE IDGE ST. (7.'.O.W.) - PUBLIC SEVICES - ENGINEEING PUBLIC SEVICES 0 EAST HUON STEET, I PLAN: " = 20' 209 ISC UTILITY POJECTS BUCHOLZ CT EOVALS

15 BUCHOLZ CT (7'.O.W.) BATH ST (66'.O.W.) WATE AIN STUCTUE TABLE P WATE BUCHOLZ WILLOW ST (7.'.O.W.) APLE IDGE ST (7.'.O.W.) PUBLIC SEVICES 0 EAST HUON STEET, I PUBLIC SEVICES - ENGINEEING 209 ISC UTILITY POJECTS PLAN: " = 20' PILE: " = 2' BUCHOLZ CT WATE AIN - STA STA

16 0 06 SW SW BATH ST. (66'.O.W.) 0 02 SW6-HE DWS SW6-HE DOL 2 SW6-HE DOL SW 2 SW SW6-HE DOL BUCHOLZ CT. (7'.O.W.) 27 SW 29 DWS SW6-HE SW 0 0 SW6-HE SW6-HE SW SW6-HE DO APLE IDGE ST. (7.'.O.W.) AB DWS SW6-HE SW DOL 20 DOL DOL 26 HA WILLOW ST (7.'.O.W.) AB PUBLIC SEVICES 0 EAST HUON STEET, I CONSTUCTION KEY KEY HA SW SW6 SW6-HE SW6 SW6-HE SW-W DO DOL DWS AB DESCIPTION - PUBLIC SEVICES - ENGINEEING 209 ISC UTILITY POJECTS PLAN: " = 20' BUCHOLZ CT OAD

17 FULLE D CA BEND D (0'.O.W.) EOVAL KEY KEY DESCIPTION SCALE: " = 20' 020 PUBLIC SEVICES 0 EAST HUON STEET, I END OAD WOK ONLY CA BEND D ONLY FULLE OAD SCALE: " = 0' WOK ZONE BEGINS - PUBLIC SEVICES - ENGINEEING 209 ISC UTILITY POJECTS PLAN: SEE ABOVE CA BEND DIVE EOVALS AND AINTENANCE TAFFIC

18 CA BEND D (0'.O.W.) FULLE D P WATE CB WATE AIN STUCTUE TABLE PUBLIC SEVICES 0 EAST HUON STEET, I PUBLIC SEVICES - ENGINEEING 209 ISC UTILITY POJECTS PLAN: " = 20' PILE: " = ' CA BEND DIVE WATE AIN

19 KEY CONSTUCTION KEY DESCIPTION FULLE D CA BEND D (0'.O.W.) HA SW SW6 SW6-HE SW6 SW6-HE SW-W DO DOL 000 HA SW6-HE DWS AB PUBLIC SEVICES 0 EAST HUON STEET, I PUBLIC SEVICES - ENGINEEING 209 ISC UTILITY POJECTS PLAN: " = 20' PILE: " = 2' CA BEND DIVE OAD

20 ESHON AVE AYWOOD AVE W STADIU BLVD PUBLIC SEVICES 0 EAST HUON STEET, I AVONDALE AVE AYWOOD AVE - PUBLIC SEVICES - ENGINEEING 209 ISC UTILITY POJECTS : " = 20' AYWOOD AVENUE AINTENANCE TAFFIC

21 ESHON D EOVAL KEY KEY DESCIPTION PUBLIC SEVICES 0 EAST HUON STEET, I AVONDALE AVE (60'.O.W.) AYWOOD AVE (60'.O.W.) PUBLIC SEVICES - ENGINEEING 209 ISC UTILITY POJECTS : " = 20' AYWOOD AVENUE EOVALS - STA STA

22 AYWOOD AVE (60'.O.W.) EOVAL KEY KEY DESCIPTION PUBLIC SEVICES 0 EAST HUON STEET, I AYWOOD AVE (60'.O.W.) 0 6 W STADIU BLVD 7 - PUBLIC SEVICES - ENGINEEING 209 ISC UTILITY POJECTS : " = 20' AYWOOD AVENUE EOVALS - STA P.O.E

23 70 AYWOOD AVE (60'.O.W.) 20 ESHON D AVONDALE AVE (60'.O.W.) 2 P WATE AVONDALE WATE AIN STUCTUE TABLE PUBLIC SEVICES 0 EAST HUON STEET, I PUBLIC SEVICES - ENGINEEING 209 ISC UTILITY POJECTS PLAN: " = 20' PILE: " = 2' AYWOOD AVENUE WATE AIN - AVONDALE AVE. - STA STA

24 2 20 AVONDALE AVE (60'.O.W.) AYWOOD AVE (60'.O.W.) P WATE AYWOOD WATE AIN STUCTUE TABLE PUBLIC SEVICES 0 EAST HUON STEET, I PUBLIC SEVICES - ENGINEEING 209 ISC UTILITY POJECTS PLAN: " = 20' PILE: " = 2' AYWOOD AVENUE WATE AIN - STA STA

25 AYWOOD AVE (60'.O.W.) A PUBLIC SEVICES 0 EAST HUON STEET, I P WATE AYWOOD WATE AIN STUCTUE TABLE PUBLIC SEVICES - ENGINEEING 209 ISC UTILITY POJECTS PLAN: " = 20' PILE: " = 2' AYWOOD AVENUE WATE AIN - STA STA

26 02 AYWOOD AVE (60'.O.W.) 6 W STADIU BLVD P WATE AYWOOD PUBLIC SEVICES 0 EAST HUON STEET, I PUBLIC SEVICES - ENGINEEING 209 ISC UTILITY POJECTS PLAN: " = 20' PILE: " = 2' AYWOOD AVENUE WATE AIN - STA STA

27 AVONDALE AVE (60'.O.W.) 70 0 AYWOOD AVE (60'.O.W.) B STO STUCTUE TABLE 9 9 PUBLIC SEVICES 0 EAST HUON STEET, I PUBLIC SEVICES - ENGINEEING 209 ISC UTILITY POJECTS PLAN: " = 20' PILE: " = 2' AYWOOD AVENUE STO SEWE - STA STA

28 AYWOOD AVE (60'.O.W.) B- B- B P STO AYWOOD STO STUCTUE TABLE PUBLIC SEVICES 0 EAST HUON STEET, I PUBLIC SEVICES - ENGINEEING 209 ISC UTILITY POJECTS PLAN: " = 20' PILE: " = 2' AYWOOD AVENUE STO SEWE - STA STA

29 02 AYWOOD AVE (60'.O.W.) 6 W STADIU BLVD P STO AYWOOD PUBLIC SEVICES 0 EAST HUON STEET, I STO STUCTUE TABLE PUBLIC SEVICES - ENGINEEING 209 ISC UTILITY POJECTS PLAN: " = 20' PILE: " = 2' AYWOOD AVENUE STO SEWE - STA STA

30 2 20 CONSTUCTION KEY KEY DESCIPTION HA SW SW6 ESHON AVE SW6-HE SW6 SW6-HE SW-W SW SW6 DWS DO DOL DWS PUBLIC SEVICES 0 EAST HUON STEET, I AB DO SW6-HE AVONDALE AVE (60'.O.W.) SW6 DWS SW 70 SW6-HE DO 6 SW6-HE DO 0 28 HA AYWOOD AVE (60'.O.W.) 29 SW6-HE DO SW6-HE DO PUBLIC SEVICES - ENGINEEING 209 ISC UTILITY POJECTS : " = 20' AYWOOD AVENUE OAD - STA

31 SW6-HE SW6-HE SW6-HE SW6-HE 00 DO 98 DO 96 HA 88 DO 76 DO 06 AYWOOD AVE (60'.O.W.) CONSTUCTION KEY KEY DESCIPTION HA SW SW SW SW6-HE SW6 SW6-HE SW-W DO PUBLIC SEVICES 0 EAST HUON STEET, I DOL DWS AB HA 0 02 SW6-HE DO AYWOOD AVE (60'.O.W.) 0 6 W STADIU BLVD 7 - PUBLIC SEVICES - ENGINEEING 209 ISC UTILITY POJECTS : " = 20' AYWOOD AVENUE OAD - STA P.O.E