CITY OF ANN ARBOR ENGINEERING RIVERVIEW DRIVE SANITARY SEWER AND WATER MAIN EXTENSION PROJECT WARREN STEIN BARTON NIXON EARHART DHUVARREN TRAIL GREEN
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1 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 POPOSED SANITAY PLAN & PILE STA 3+00 TO STA POPOSED SANITAY PLAN & PILE STA 0+00 TO STA POPOSED WATE AIN PLAN & PILE STA 0+00 TO STA POPOSED WATE AIN PLAN & PILE STA 3+00 TO STA POPOSED WATE AIN PLAN & PILE STA 6+00 TO STA POPOSED WATE AIN PLAN & PILE W EXTENSION 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 ALIGNENT PLAN STA 5+00 TO STA POPOSED PAVING STA 0+00 TO STA POPOSED PAVING STA 3+00 TO STA POPOSED PAVING STA 6+00 TO STA 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 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 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 POJECT ANAGE DATE L STAT E I CENSED P ESS I CHI GAN VAUGHN C. ATIN ENGINEE No ENG I NEE I ONA L - - ENGINEEING ABO, I ABO INCO POA T ED ; BID No. 4527;
2 B # ELEV DESCIPTION POJECT NAE BENCHAKS EXISTING LEGEND POPOSED LEGEND SPIKE IN EAST SIDE POWE POLE ACOSS FO HOUSE #645. W 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 NOTHELY I SANITAY ANHOLE 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 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= , E= , ELEV=837.26' ABO INCO POA T ED CONTOL POINT: DESCIPTION: COODINATES: CP25 FOUND AGNAIL IN ASPHALT ON NOTH SIDE IVEVIEW OPPOSITE HOUSE #645. N=258., E= , 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 # ' F BACK CUB. N= , E= , 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= , E= , 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= , E= , 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= , E= , 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= , E= , 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= , E= , ELEV=804.58' CP53 SET AGNAIL IN ASPHALT AT BEND IN OAD. NAIL IS NEA B30. N= , E= , ELEV=803.38' - - ENGINEEING : NTS LEGEND, WITNESSES AND BENCHAKS
3 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 : NTS - - ENGINEEING NOTES ABO, I PIVATE UTILITIES OWNE CONTACT 3 25
4 VIEW D E V I CO P O A T E D IN A NN A OVEALL SITE UTILITY PLAN F : 1" = 80' 640 O ABO, I ENGINEEING L P 3060 C IT Y GEDDES AVE. DO VE BO 540 Know what'sbelow.
5 IN CO P O A T E D A SOIL EOSION AND SEDIENTATION CONTOL PLAN ABO, I A NN 580 F 480 : 1"=80' 645 D. W E I V IVE O VE P L ENGINEEING DO C IT Y GEDDES AVE BO Know what'sbelow.
6 ABO, I ABO INCO POA T ED 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 ENGINEEING : NTS SOIL EOSION DETAILS
7 GEDDES AVE IVEVIEW D. DOVE PL. 11 ABO, I ABO INCO POA T ED 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
8 580 IVEVIEW D ABO, I ABO INCO POA T ED SANITAY SEWE STUCTUE TABLE - - ENGINEEING PILE: 1" = 4' PLAN: 1" = 20' POPOSED SANITAY PLAN & PILE STA 3+00 TO STA
9 IVEVIEW D ABO, I ABO INCO POA T ED SANITAY SEWE STUCTUE TABLE - - ENGINEEING PILE: 1" = 4' PLAN: 1"=20' POPOSED SANITAY PLAN & PILE STA 0+00 TO STA
10 640 GEDDES AVE. IVEVIEW D ABO, I ABO INCO POA T ED ENGINEEING PILE: 1" = 4' PLAN: 1" = 20' POPOSED WATE AIN PLAN & PILE STA 0+00 TO STA
11 DOVE PL. 580 IVEVIEW D ABO, I ABO INCO POA T ED ENGINEEING PILE: 1" = 4' PLAN: 1" = 20' POPOSED WATE AIN PLAN & PILE STA 3+00 TO STA
12 IVEVIEW D. B ABO, I ABO INCO POA T ED ENGINEEING PILE: 1" = 4' PLAN: 1" = 20' POPOSED WATE AIN PLAN & PILE STA 6+00 TO STA
13 B ABO, I ABO INCO POA T ED ENGINEEING PLAN: 1"=20' PILE: 1" = 4' POPOSED WATE AIN PLAN & PILE W EXTENSION
14 ABO, I ABO INCO POA T ED DOVE W ENGINEEING PLAN: 1"=20' PILE: 1" = 4' POPOSED WATE AIN PLAN & PILE DOVE PL
15 WATE AIN W/ POLYWAP DETAIL ABO, I ABO INCO POA T ED TENCH DETAIL I HDPE/DI WATE AIN CONNECTION WITH THUST ING AND ESTAINT TEPOAY TENCH ESTOATION DETAIL - - ENGINEEING :NTS DETAILS
16 : NTS ABO INCO POA T ED ENGINEEING EXISTING TYPICAL COSS SECTION ABO, I
17 : NTS ABO INCO POA T ED ENGINEEING POPOSED TYPICAL COSS SECTION ABO, I
18 PLAN: 1" = 20' ABO, I ABO INCO POA T ED ENGINEEING ALIGNENT PLAN STA 0+00 TO STA
19 ABO, I ABO INCO POA T ED ENGINEEING PLAN: 1"=20' ALIGNENT PLAN STA 5+00 TO STA
20 GEDDES AVE IVEVIEW D. 615 ABO, I ABO INCO POA T ED ENGINEEING PLAN: 1" = 20' PILE: 1" = 4' POPOSED PAVING STA 0+00 TO STA
21 Know what'sbelow DOVE PL BO O F IN CO P O A T E D A NN A 5 59 ABO, I IVEVIEW D. STO SEWE STUCTUE TABLE STUCTUE OAD STATION ' LT ' LT INVET ELEVATION, SIZE & DIECTION 12" NW " SE (P) 12" NE TOP CASTING ELEVATION DEPTH (Feet) SIZE (e) (P) ' T 12" NW (P) ' T 12" NW.05 (P) (e) (P) " SW " NW " SE (P) 12" NE ' LT ' LT 12" SE APPLICATION/ CONSTUCTION/ DETAIL STO ANHOLE/ ADJUST COVE STO ANHOLE/ ADJUST COVE POPOSED PAVING STA 3+00 TO STA PILE: 1" = 4' 840 PLAN: 1" = 20' ENGINEEING C IT Y 845
22 Know what'sbelow. 540 STO SEWE STUCTUE TABLE 480 INVET ELEVATION, SIZE & DIECTION TOP CASTING ELEVATION DEPTH (Feet) STUCTUE OAD STATION r ' LT 12" E r ' LT 12" S " W " E (P) 12" N (e) (P) 7.33 r ' T 12" W (P) r ' T 12" W (P) (e).03 (P) SIZE APPLICATION/ CONSTUCTION/ DETAIL STO ANHOLE/ ADJUST COVE r ' T 12" NE " NW " SE " SW r ' T 12" SE A 1 P O A T E D 18 5 CO POPOSED PAVING STA 6+00 TO STA IN F BO ' LT 12" NW r A NN PILE: 1" = 4' ' LT 12" E.91 PLAN: 1"=20' 559 r STO ANHOLE/ ADJUST COVE O ' LT - - ENGINEEING B r C IT Y IVEVIEW D. 12" S " W.43 12" E.43 (P) 12" N ABO, I
23 OAD WOK AHEAD IVEVIEW D ONE LANE OAD AHEAD END OAD WOK ABO, I ABO INCO POA T ED IVEVIEW DIVE OLLING CLOSUE STAGE 1 STAGE ENGINEEING PLAN: 1"=200' AINTENANCE TAFFIC PLAN
24 :NONE ABO INCO POA T ED ENGINEEING SUAY QUANTITIES ABO, I
25 PLAN: NONE SOIL BOING LOG INFOATION - - ENGINEEING O CO P O A T E D A NN IN F A BO C IT Y ABO, I Know what'sbelow.
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