APLE - - CAPENTE DWS NOTES Know what's below. ABO ENGINEEING I CH INCOPOATED 1851 I GAN Sheet List Table Sheet Number 1 COVE STANDAD DETAILS EQUIED ON THIS POJECT ITE WOK DETAIL X STANDAD ANHOLE (TYPE I) SD-S-1 X DOP ANHOLE CONNECTION SD-S-5 X SEWE CONNECTION SD-S-6 X SANITAY SEWE CONNECTION WITH ISE SD-S-7 X THUST BLOCK SD-W-2 X FIE HYDANT ASSEBLY SD-W-1 X GATE WELL FO AIN 12" AND SALLE SD-W-3 X TEPOAY TESTING BLOW-F SD-W-7 X ANHOLE CASTING ADJUSTENT SD-GU-6 X VALVE/ONUENT BOX ADJUSTENT SD-GU-7 X STUCTUE PLATE SD-GU-8 X Sheet Title 2 LEGEND, WITNESSES AND BENCHAKS 3 NOTES 4 OVEALL SITE UTILITY PLAN 5 SOIL EOSION AND SEDIENTATION CONTOL PLAN 6 SOIL EOSION DETAILS 7 POPOSED SANITAY PLAN & PILE STA 6+00 TO STA 8+00 8 POPOSED SANITAY PLAN & PILE STA 3+00 TO STA 6+00 9 POPOSED SANITAY PLAN & PILE STA 0+00 TO STA 3+00 10 POPOSED WATE AIN PLAN & PILE STA 0+00 TO STA 3+00 11 POPOSED WATE AIN PLAN & PILE STA 3+00 TO STA 6+00 12 POPOSED WATE AIN PLAN & PILE STA 6+00 TO STA 9+00 13 POPOSED WATE AIN PLAN & PILE W EXTENSION 505 14 POPOSED WATE AIN PLAN & PILE DOVE PL 15 DETAILS 16 EXISTING TYPICAL COSS SECTION 17 POPOSED TYPICAL COSS SECTION 18 ALIGNENT PLAN STA 0+00 to STA 5+00 19 ALIGNENT PLAN STA 5+00 TO STA 10+00 20 POPOSED PAVING STA 0+00 TO STA 3+00 21 POPOSED PAVING STA 3+00 TO STA 6+00 22 POPOSED PAVING STA 6+00 TO STA 10+00 23 AINTENANCE TAFFIC PLAN 24 SUAY QUANTITIES 25 SOIL BOING LOG INFOATION H; VALVE/ONUENT BOX LOWEING SD-GU-9 NOTH WAGNE WAGNE JACKSON SCIOCHUCH WATES APLE HUON IVE ILLE DEXTE ABOSALINE APLE 94 14 STADIU NEWPOT DIVE LIBETY LOH STEIN HUON IVE SEVENTH SUNSET HUON AIN BATON STATE ELLSWOTH D TAIL PONTIAC PACKAD STADIU STATE EISENHOWE VICINITY AP DHUVAEN GEDDES WASHTENAW STONE SCHOOL NIXON FULLE WAEN 23 14 94 EAHAT PLYOUTH ABO PLATT HUON GEEN PKWY GLAZIE GEDDES HUON HOGBACK GOSS 23 DIXBOO WASHTENAW PACKAD ELLSWOTH P.O.E P.O.B PEPAED UNDE THE SUPEVISION VAUGHN C. ATIN, P.E. - I LICENSE No. 52002 POJECT ANAGE DATE L STAT E I CENSED P ESS I CHI GAN VAUGHN C. ATIN ENGINEE No. 52002 ENG I NEE I ONA L - - ENGINEEING ABO, I 47-8647 ABO INCO POA T ED 18 5 1 1 25 2017-031-1 ; BID No. 4527; 2017-031
B # ELEV DESCIPTION POJECT NAE BENCHAKS EXISTING LEGEND POPOSED LEGEND 24 847.027 SPIKE IN EAST SIDE POWE POLE ACOSS FO HOUSE #645. W 25 843.990 26 809.801 27 827.613 28 817.365 SPIKE IN EAST SIDE UTILITY POLE ON WEST SIDE IVEVIEW, ACOSS FO HOUSE #615. SPIKE IN WEST SIDE 24" TEE BETWEEN HOUSE #519 AND #508 ON EAST SIDE IVEVIEW. NOTHELY I STO ANHOLE AT CENTELINE IVEVIEW OPPOSITE HOUSE NOTH #580. NOTHELY I STO ANHOLE AT CENTELINE IVEVIEW OPPOSITE HOUSE #559. W 29 801.362 NOTHELY I SANITAY ANHOLE. 30 802.978 31 806.437 50 837.735 51 837.621 52.010 53 847.262 SET AILOAD SPIKE IN NOTHEAST SIDE UTILITY POLE ON SOUTHELY SIDE IVEVIEW AT 90 BEND IN OAD. NOTHELY I ANHOLE AT CENTELINE INTESECTION IVEVIEW AND HUNTINGTON. SET AILOAD SPIKE IN NOTH SIDE UTILITY POLE ON SOUTH SIDE GEDDES AT CENTELINE IVEVIEW EXTENDED. NOTHELY I ON STO ANHOLE CENTELINE IVEVIEW, 25'± SOUTH CENTELINE DOVE. NOTHELY I STO ANHOLE ON CENTELINE IVEVIEW, 20'± NOTH CENTELINE DIVE FO HOUSE #480. CENTELINE TOP STEP FO STEPS AT WEST END DOVE LEADING TO HOUSE #3055 co AND WATE AIN POJECT HOIZONTAL DATU: NAD 83 STATE PLANE COODINATES VETICAL DATU: NAVD 88 UNITS: INTENATIONAL FEET SUVEYED BY: ABO, I 47-8647 HOIZONTAL CONTOL POINTS CONTOL POINT: CP50 DESCIPTION: SET PIPE WITH TAVESE CAP ON SOUTH SIDE GEDDES. PIPE IS 30'± EAST CENTELINE DIVE FO HOUSE NUBES 3090/3100, AND 3.6'± SOUTH SOUTH BACK CUB. COODINATES: N=282398.850, E=13302337.400, ELEV=837.26' ABO INCO POA T ED 18 5 1 CONTOL POINT: DESCIPTION: COODINATES: CP25 FOUND AGNAIL IN ASPHALT ON NOTH SIDE IVEVIEW OPPOSITE HOUSE #645. N=258., E=13302272.970, ELEV=844.08' CONTOL POINT: DESCIPTION: COODINATES: CONTOL POINT: DESCIPTION: COODINATES: CONTOL POINT DESCIPTION: COODINATES: CONTOL POINT: DESCIPTION: COODINATES: CONTOL POINT: DESCIPTION: COODINATES: CONTOL POINT: DESCIPTION: COODINATES: CONTOL POINT: DESCIPTION: COODINATES: CP26 FOUND PIPE WITH TAVESE CAP ON EAST SIDE IVEVIEW IN FONT HOUSE #615. 2.5' F BACK CUB. N=282719.540, E=13302280.780, ELEV=838.64' CP51 SET PIPE WITH TAVESE CAP ON NOTH SIDE DOVE. PIPE IS 50'± WEST CENTELINE IVEVIEW AND 9.0'± NOTH CENTELINE DOVE. N=282802.220, E=13302250.120, ELEV=838.97' CP52 SET PIPE WITH TAVESE CAP AT NOTH EDGE GAVEL ON DOVE. PIPE IS 26'± WEST WEST EDGE BLOCK WALL ON WEST EDGE DIVE FO HOUSE #3081. N=282827.150, E=13302147.460, ELEV=843.59' CP27 FOUND PIPE WITH TAVESE CAP ON WEST SIDE IVEVIEW. 3' F BACK CUB AND 28' NOTH CENTELINE DIVE FO HOUSE #580. N=282893.590, E=13302350.600, ELEV=823.70' CP28 FOUND PIPE WITH TAVESE CAP ON EASTELY SIDE IVEVIEW. 2.2' F BACK CUB AND OPPOSITE CENTELINE DIVE FO HOUSE #480. N=283124.480, E=13302365.980, ELEV=811.92' CP29 FOUND PIPE WITH TAVESE CAP ON NOTH SIDE (AFTE CUB) IVEVIEW. 3.0' F BACK CUB AND 50'± WEST AILBOX FO HOUSE #485. N=283231.200, E=13302225.190, ELEV=804.58' CP53 SET AGNAIL IN ASPHALT AT BEND IN OAD. NAIL IS NEA B30. N=283125.190, E=13302083.540, ELEV=803.38' - - ENGINEEING : NTS LEGEND, WITNESSES AND BENCHAKS 2017-031-2 2 25
WATE AIN AND SANITAY SEWE QUANTITIES PEITS EQUIED TO BE OBTAINED BY THE CONTACTO PIO TO THE BEGINNING CONSTUCTION. PEIT LANE CLOSUE PEIT* ENGINEEING ISSUING AUTHOITY GADING/SOIL EOSION & SEDIENTATION CONTOL PEIT* CUSTOE SEVICE IGHT--WAY PEIT* CUSTOE SEVICE * NO COST TO CONTACTO PEITS EQUIED TO BE OBTAINED BY THE ABO PIO TO THE BEGINNING CONSTUCTION. PEIT ISSUING AUTHOITY CONTACT INFOATION PUBLIC UTILITIES OWNE CONTACT ABO INCO POA T ED 18 5 1 : NTS - - ENGINEEING 2017-031-3 NOTES ABO, I 47-8647 PIVATE UTILITIES OWNE CONTACT 3 25
11 615 60 485 VIEW D E V I. 10 4 3122 645 595 34 519 5 9 537 559 6 8 CO P O A T E D 18 5 1 IN A NN A 3123 4 25 OVEALL SITE UTILITY PLAN F 614 2017-031-4 580 480 : 1" = 80' 640 O ABO, I 47-8647 61 - - ENGINEEING 10 5 50 L. 439 3081 P 3060 C IT Y GEDDES AVE. DO VE 448 3055 63 62 BO 540 Know what'sbelow.
519 537 559 IN CO P O A T E D 18 5 1 A 3123 5 25 SOIL EOSION AND SEDIENTATION CONTOL PLAN ABO, I 47-8647 615 2017-031-5 10 4 A NN 580 F 480 : 1"=80' 645 D. W E I V IVE O VE P L. 640 - - ENGINEEING DO 439 3081 C IT Y GEDDES AVE. 614 540 BO 595 9 5 Know what'sbelow.
ABO, I 47-8647 ABO INCO POA T ED 18 5 1 SILTSACK DETAIL SIDE VIEW INSTALLED INSTALLATION DETAIL EGULA FLOW SILTSACK HI-FLOW SILTSACK OIL-ABSOBANT SILTSACK ULCH BLANKET DETAIL PLAN VIEW FONT VIEW SECTION A-A SECTION B-B SILT FENCE SD-EC-3 - - ENGINEEING : NTS SOIL EOSION DETAILS 2017-031-6 6 25
10 614 GEDDES AVE. 640 11.425 IVEVIEW D. DOVE PL. 11 ABO, I 47-8647 615 ABO INCO POA T ED 18 5 1 8+50 8+00 7+00 850 845 840 6+00 SANITAY SEWE STUCTUE TABLE INV ELEV EASUED IN FIELD INV ELEV POVIDED ON PILE INV ELEV PUBLIC SEWE - - ENGINEEING PILE: 1" = 4' PLAN: 1"=20' POPOSED SANITAY PLAN & PILE STA 6+00 TO STA 8+00 2017-031-7 7 25
580 IVEVIEW D. 595 537 559 ABO, I 47-8647 ABO INCO POA T ED 18 5 1 795 790 6+00 5+00 4+00 795 790 3+00 SANITAY SEWE STUCTUE TABLE - - ENGINEEING PILE: 1" = 4' PLAN: 1" = 20' POPOSED SANITAY PLAN & PILE STA 3+00 TO STA 6+00 2017-031-8 8 25
480 60 IVEVIEW D. 10 4 485 ABO, I 47-8647 ABO 537 519 INCO POA T ED 18 5 1 795 790 3+00 2+00 1+00 0+00 795 790-0+25 SANITAY SEWE STUCTUE TABLE - - ENGINEEING PILE: 1" = 4' PLAN: 1"=20' POPOSED SANITAY PLAN & PILE STA 0+00 TO STA 3+00 2017-031-9 9 25
640 GEDDES AVE. IVEVIEW D. 11 615 34 645 ABO, I 47-8647 ABO INCO POA T ED 18 5 1 850 850 845 840 785 845 840 - - ENGINEEING PILE: 1" = 4' PLAN: 1" = 20' POPOSED WATE AIN PLAN & PILE STA 0+00 TO STA 3+00 2017-031-10-0+05 0+00 1+00 2+00 3+00 10 25
DOVE PL. 580 IVEVIEW D. 615 559 595 ABO, I 47-8647 ABO INCO POA T ED 18 5 1 845 840 845 840 - - ENGINEEING PILE: 1" = 4' PLAN: 1" = 20' POPOSED WATE AIN PLAN & PILE STA 3+00 TO STA 6+00 2017-031-11 3+00 4+00 5+00 6+00-0+25 0+00 0+60 11 25
480 60 IVEVIEW D. B-26 809.801000 485 795 795 537 519 10 4 790 785 790 785 ABO, I 47-8647 ABO INCO POA T ED 18 5 1-0+25 0+00 0+70 795 790 785 795 790 785 795 790 795 790 - - ENGINEEING PILE: 1" = 4' PLAN: 1" = 20' POPOSED WATE AIN PLAN & PILE STA 6+00 TO STA 9+00 2017-031-12 +00 7+00 8+00 9+00-0+25 0+00 0+60 12 25
505 485 10 4 95 6 60 B-26 809.801000 ABO, I 47-8647 ABO INCO POA T ED 18 5 1 795 795 790 790 785 785-0+10 0+00 1+00 2+00 2+15 - - ENGINEEING PLAN: 1"=20' PILE: 1" = 4' POPOSED WATE AIN PLAN & PILE W EXTENSION 505 2017-031-13 13 25
580 3055 ABO, I 47-8647 ABO INCO POA T ED 18 5 1 850 845 840 2+80 2+00 DOVE W 1+00 0+00 850 845 840-0+05 - - ENGINEEING PLAN: 1"=20' PILE: 1" = 4' POPOSED WATE AIN PLAN & PILE DOVE PL 2017-031-14 14 25
WATE AIN W/ POLYWAP DETAIL ABO, I 47-8647 ABO INCO POA T ED 18 5 1 TENCH DETAIL I HDPE/DI WATE AIN CONNECTION WITH THUST ING AND ESTAINT TEPOAY TENCH ESTOATION DETAIL - - ENGINEEING :NTS 15 25 DETAILS 2017-031-15
: NTS ABO INCO POA T ED 18 5 1 - - ENGINEEING 2017-031-16 EXISTING TYPICAL COSS SECTION ABO, I 47-8647 16 25
: NTS ABO INCO POA T ED 18 5 1 - - ENGINEEING 2017-031-17 POPOSED TYPICAL COSS SECTION ABO, I 47-8647 17 25
11 580 615 34 645 595 PLAN: 1" = 20' ABO, I 47-8647 ABO INCO POA T ED 18 5 1 - - ENGINEEING 2017-031-18 ALIGNENT PLAN STA 0+00 TO STA 5+00 18 25
61 480 ABO, I 47-8647 ABO INCO POA T ED 18 5 1 60 10 4 485 - - ENGINEEING PLAN: 1"=20' ALIGNENT PLAN STA 5+00 TO STA 10+00 2017-031-19 19 25
GEDDES AVE. 10 640 11 IVEVIEW D. 615 ABO, I 47-8647 ABO INCO POA T ED 18 5 1 34 645 850 850 845 840 845 840 - - ENGINEEING PLAN: 1" = 20' PILE: 1" = 4' POPOSED PAVING STA 0+00 TO STA 3+00 2017-031-20 0+00 1+00 2+00 3+00 20 25
Know what'sbelow. 0 58 4 DOVE PL. 61 9 55 5 61 BO O F IN CO P O A T E D 18 5 1 A NN A 5 59 ABO, I 47-8647 IVEVIEW D. STO SEWE STUCTUE TABLE 3+00 4+00 5+00 6+00 STUCTUE OAD STATION 88-603541 3+63-16.87' LT 92-58700 3+64-1.68' LT INVET ELEVATION, SIZE & DIECTION 12" NW 833.34 12" SE 832.24 (P) 12" NE 831.84 TOP CASTING ELEVATION DEPTH (Feet) SIZE 837.57 5.19 837.63 (e) 7.79 837.63 (P) 88-60353 3+65 13.93' T 12" NW 832.65 (P) 837.21 6.56 88-60263 4+84 14.38' T 12" NW.05 (P) 828.01 4.96 827.75 (e) 827.75 (P) 6.64 827.73 5.80 12" SW 823.21 12" NW 823.31 12" SE 823.91 (P) 12" NE 823.11 92-59016 4+84-0.39' LT 88-60264 4+80-16.61' LT 12" SE 823.93 APPLICATION/ CONSTUCTION/ DETAIL STO ANHOLE/ ADJUST COVE STO ANHOLE/ ADJUST COVE POPOSED PAVING STA 3+00 TO STA 6+00 21 25 2017-031-21 840 PILE: 1" = 4' 840 PLAN: 1" = 20' 845 - - ENGINEEING C IT Y 845
Know what'sbelow. 540 STO SEWE STUCTUE TABLE 480 INVET ELEVATION, SIZE & DIECTION TOP CASTING ELEVATION DEPTH (Feet) STUCTUE OAD STATION r-88-60266 6+33-15.01' LT 12" E 814.13 817.12 4.99 r-92-59015 6+33-0.57' LT 12" S 812.11 12" W 813.51 12" E 813.01 (P) 12" N 812.11 817.44 (e) 817.44 (P) 7.33 r-88-60265 6+33 13.90' T 12" W 813.22 (P) 816.79 5.57 r-88-60267 8+01 14.09' T 12" W 806.06 (P).01 5.95.03 (e).03 (P) 10.80 SIZE APPLICATION/ CONSTUCTION/ DETAIL STO ANHOLE/ ADJUST COVE 802.79 6.27 r-92-59085 10+47 1.41' T 12" NE 797.47 12" NW 798.07 12" SE 798.07 12" SW 796.97 803.10 8.13 r-88-60269 10+48 14.70' T 12" SE 798.71 802.78 6.07 A 1 P O A T E D 18 5 CO 22 25 6+00 7+00 8+00 9+00 10+00 POPOSED PAVING STA 6+00 TO STA 10+00 IN F BO 10+46-14.61' LT 12" NW 798.52 r-88-60270 A NN 2017-031-22 5.93 5 9 809.84 PILE: 1" = 4' 537 519 8+01-15.04' LT 12" E.91 PLAN: 1"=20' 559 r-88-60268 STO ANHOLE/ ADJUST COVE O 485 10 4 8+02-0.82' LT - - ENGINEEING B-26 809.801000 r-92-59026 C IT Y IVEVIEW D. 12" S 803.73 12" W.43 12" E.43 (P) 12" N 801.23 ABO, I 47-8647 60
OAD WOK AHEAD IVEVIEW D ONE LANE OAD AHEAD END OAD WOK ABO, I 47-8647 ABO INCO POA T ED 18 5 1 IVEVIEW DIVE OLLING CLOSUE STAGE 1 STAGE 2 - - ENGINEEING PLAN: 1"=200' AINTENANCE TAFFIC PLAN 2017-031-23 23 25
:NONE ABO INCO POA T ED 18 5 1 - - ENGINEEING 2017-031-24 SUAY QUANTITIES ABO, I 47-8647 24 25
25 25 2017-031-25 PLAN: NONE SOIL BOING LOG INFOATION - - ENGINEEING O CO P O A T E D 18 5 1 A NN IN F A BO C IT Y ABO, I 47-8647 Know what'sbelow.