PROJECT AND PUBLIC UTILITY CONTACTS VILLAGE OF BEAR LAKE PO BOX VIRGINIA STREET BEAR LAKE, MI (231) VILLAGE OF BEAR LAKE

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1 MAPLE ST. WISE ST. LYNN ST. VIRGINIA ST. SMITH ST. RUSSELL ST. BODWELL ST. RUSSELL ST. MANISTEE COUNTY CHIGAN USDA WATER SYSTEM IMPROVEMENTS PROJECT CONTRACT 1 - DISTRIBUTION SYSTEM VICINITY MAP Know what's below. Callbefore you dig. C11 U.S. 31 C12 R C9 C8 BEAR LAKE STUART ST. CODY ST. RAILROAD ST. U.S. 31 C1 MAIN ST. C6 C5 LOCUST ST. C4 EUCLID ST. C2 U.S. 31 PLEASANT ST. PLEASANT ST. GROVE ST. HANCOCK ST. WELLS AND WELL HOUSE (CONTRACT 2) C3 BEAR LAKE HOPKINS ST. MAIN ST. MORGAN ST. TILLSON ST. PROJECT AND PUBLIC UTILITY CONTACTS JEFF BAIR PO BOX VIRGINIA STREET BEAR LAKE, MI (231) JARED BAIR PO BOX VIRGINIA STREET BEAR LAKE, MI (231) DANIELLE CANO WESTERN TEL-COM, INC BLUE STAR HWY HOLLAND, MI (616) DAN BIELACZYC CHARTER COMMUNICATIONS 1392 TRADE CENTRE DRIVE TRAVERSE CITY, MI (231) ROY ANCISO MANISTEE INTERMEDIATE SCHOOL DISTRICT 772 E PARKDALE AVE MANISTEE, MI (231) KURT GOLDING CONSUMERS ENERGY 530 W WILLOW ST LANSING, MI (231) JEREMY WEIST MICHIGAN DEPARTMENT OF TRANSPORTATION 2084 US-131 HWY TRAVERSE, MI (231) MARK HEARIT SUPERIOR ENERGY COMPANY CHIPPEWA HWY BEAR LAKE, MI (989) MARK SOHLDEN MANISTEE COUNTY ROAD COMMISSION 8946 CHIPPEWA HIGHWAY BEAR LAKE, MI (231) VILLAGE PRESIDENT VILLAGE DPW TELEPHONE/FIBER OPTIC TELEPHONE/FIBER OPTIC TELEPHONE/FIBER OPTIC ELECTRIC MDOT GAS COUNTY ROAD COMMISSION INDEX OF DRAWINGS DESCRIPTION SHEET NO. COVER SHEET CS LAKE STREET ( ) PLAN & PROFILE C1 LAKE STREET ( ) STREET PLAN & PROFILE C2 RUSSELL STREET PLAN & PROFILE C3 LOCUST/EUCLID STREET PLAN & PROFILE C4 VIRGINIA STREET PLAN & PROFILE C5 CODY STREET PLAN & PROFILE C6 WISE STREET ( ) PLAN & PROFILE C7 WISE STREET ( ) PLAN & PROFILE C8 MAPLE STREET PLAN & PROFILE C9 LAKE STREET ( ) PLAN & PROFILE C10 LAKE STREET ( ) STREET PLAN & PROFILE C11 STUART STREET PLAN & PROFILE C12 POTTER ROAD ( ) PLAN & PROFILE C13 POTTER ROAD ( ) PLAN & PROFILE C14 NOTES & DETAILS D1 PLAN DET1 PLAN DET2 COVER SHEET C10 C7 POTTER RD. POTTER RD. C13 C14 CS kenm N LOCATION MAP CS

2 14' 22.6' BM #1 EL ' SE COR BOTTOM STEO E SIDE OF SW QUAD SMITH & US31 (NAVD88 VIA VRS, OPUS & GPS OBSV) BM #2 EL ' SW BOLT TO SIGN N SIDE OF VIRGINIA SURVEYED (TYP.) 1 4" CAP 1 4" GATE VALVE & BOX 1 8"X4" TEE PROPOSED WATERMAIN (TYP.) SURVEYED CENTERLINE (TYP.) 1 ABANDON EX. VALVE & BOX MAINTAIN 10' MINIMUM SEPARATION 0+00 VIRGINIA ST. SEE SHEET C5 6.2' ' 12' 12' 16.4' 12' COLD MILLING SYD 683 PAVEMENT REMOVAL SYD 255 SIDEWALK REMOVAL SYD 35 CONCRETE DRIVEWAY REMOVAL SYD 10 CURB & GUTTER REMOVAL LFT 28 CONCRETE SIDEWALK, 4" SFT 312 CONCRETE DRIVEWAY, 6" SFT 92 SAND SUBBASE CYD 85 GRAVEL DRIVEWAY 23A, 6" SYD - AGGREGATE BASE 22A, 8" SYD ' 23' SMITH ST " GATE VALVE & BOX 1 8" TEE 1 CUT & PLUG EX. WM 1 CONNECT TO EX. WM 1 8" 45 BEND 1 ABANDON EX. VALVE & BOX 20.5' ' TOP COURSE RESURFACING (COLD MILL EX. PAVEMENT TO A DEPTH OF 1.5", RESURFACE) 19.1' MATCHLINE - SEE SHEET C2 CONCRETE CURB & GUTTER LFT 28 HMA 36A, BASE SYD 255 HMA 36A, SURFACE SYD 938 LFT 998 SURFACE RESTORATION SYD 432 LFT 314 EA 3 LAKE STREET (US-31) EX. HMA PAVEMENT LAKE STREET PLAN & PROFILE 1,050 LF OF 8" WATERMAIN - CONNECT TO EX. 6" WM C L VIRGINIA ST C L SMITH ST C1 - Con iann C1

3 12' PROPOSED WATERMAIN (TYP.) MATCHLINE - SEE SHEET C1 12.4' 19.7' ' SURVEYED CENTERLINE (TYP.) 1 8" GATE VALVE & BOX 21.8' LAKE STREET (US-31) 1 HYDRANT ASSEMBLY 25.2' ' 3 RUSSELL ST. SEE SHEET C3 2 8" GATE VALVE AND BOX 1 8" TEE 1 8"X4" REDUCER 2 4" 45 BEND 1 CONNECT TO EX. WM. (4") 1 CUT & CAP EX. WM. 2 ABANDON EX. VALVE & BOX 1 4" GATE VALVE & BOX EX. HMA PAVEMENT LAKE STREET PLAN & PROFILE COLD MILLING SYD LF OF 8" WATERMAIN - PROPOSED 8" TEE CONNECT TO EX. 4" WM. C L RUSSEL ST PAVEMENT REMOVAL SYD 192 SIDEWALK REMOVAL SYD 22 CONCRETE SIDEWALK, 4" SFT 201 SAND SUBBASE CYD 64 AGGREGATE BASE 22A, 8" SYD 192 HMA 36A, BASE SYD 192 HMA 36A, SURFACE SYD 511 LFT 583 SURFACE RESTORATION SYD 114 LFT 49 TOP COURSE RESURFACING (COLD MILL EX. PAVEMENT TO A DEPTH OF 1.5", RESURFACE) C2 - Con iann C2

4 16+98 POTTER ROAD " CAP EXTEND 8" WATERMAIN TO 8' BEYOND EDGE OF RIGHT-OF-WAY. INSTALL A CAP WITH A 2" TAP AND A 2" RISER PIPE WITH VALVE EXTENDED TO 2' ABOVE GROUND SURFACE (INCLUDED IN COST OF WATERMAIN). RISER PIPE SHALL BE LOCATED OUTSIDE THE LIMITS OF DRIVEWAY. CONNECTION OF WELL SITE PIPING AT RIGHT OF WAY WILL BE COMPLETED BY CONTRACT SURVEYED (TYP.) 14.4' REPLACE 20 LFT 18" CULVERT WITH FLARED END SECTIONS (INCLUDE IN COST OF HYDRANT ASSEMBLY) 14.9' PROTECT EDGE OF HMA (TYP.) 16' ' ' LFT 18" CULVERT WITH FLARED END SECTIONS (INCLUDES GRADING & FILL REQUIRED TO EXTEND CULVERT BEYOND HYDRANT) - INCLUDE IN COST OF HYDRANT ASSEMBLY SEE SHEET C2 PAVEMENT REMOVAL SYD 122 SIDEWALK REMOVAL SYD - 3 8" GATE VALVE AND BOX 1 8"TEE 1 CONNECT TO EX. WM RUSSELL STREET - WATERMAIN TO NEW WELL SITE EX. HMA PAVEMENT 61 LF OF 8" WATERMAIN CONNECT TO EX. 8" WM 1 8" GATE VALVE AND BOX 4 8" 45 BEND 1 CONNECT TO EX. WM 1 CUT & CAP EX. WM. 1 EA- REMOVE EX. HYDRANT, SALVAGE CONNECT TO EX. 8" WM RUSSELL STREET EX. HMA PAVEMENT CONCRETE SIDEWALK, 4" SFT - SAND SUBBASE CYD 41 GRAVEL DRIVE 23A, 6" SYD 42 AGGREGATE BASE 22A, 8" SYD 122 HMA 36A, BASE SYD 122 HMA 36A, SURFACE SYD 122 LFT 72 SURFACE RESTORATION SYD 1,3 LFT 302 EA 4 LAKE ST. (US-31) SEE SHEET C2 RUSSELL STREET PLAN & PROFILE LF OF 8" WATERMAIN - CONNECT TO EX. 4" WM C3 - Con iann PROPOSED 8" TEE C L LAKE ST (US-131) C3

5 SMITH ST. BM #1 EL ' SE COR BOTTOM STEO E SIDE OF SW QUAD SMITH & US31 (NAVD88 VIA VRS, OPUS & GPS OBSV) EUCLID ST. MAIN ST. LOCUST ST ' ' 1 6" TEE 1 6" PLUG 1 6" VALVE & BOX 1 ABANDON EX. VALVE & BOX 4.5' ' ' 7.1' 4.5' PAVEMENT REMOVAL SYD 545 SIDEWALK REMOVAL SYD - SEE RIGHT - THIS SHEET EUCLID STREET CONCRETE SIDEWALK, 4" SFT - 1 6" GATE VALVE AND BOX 1 8"X6" TEE 1 CUT & PLUG EX. WM. 1 CONNECT TO EX. WM. 1 ABANDON EX. VALVE & BOX LOCUST STREET 307 LF OF 6" WATERMAIN PAVEMENT REMOVAL SYD 427 SIDEWALK REMOVAL SYD 7 CONCRETE SIDEWALK, 4" SFT 64 SAND SUBBASE CYD 142 AGGREGATE BASE 22A, 8" SYD 427 HMA 36A, BASE SYD 427 HMA 36A, SURFACE SYD 766 SURFACE RESTORATION SYD 959 LFT 234 CONNECT TO EX. 8" WM 1 8" GATE VALVE AND BOX 1 6" GATE VALVE AND BOX 1 8"X6" TEE 1 CUT & PLUG EX. WM. 1 CONNECT TO EX. WM. 1 EA- REMOVE EX. HYDRANT, SALVAGE 1 ABANDON EX. VALVE & BOX SAND SUBBASE CYD 182 AGGREGATE BASE 22A, 8" SYD 545 HMA 36A, BASE SYD 545 HMA 36A, SURFACE SYD 881 SURFACE RESTORATION SYD 1,270 LFT 38 LOCUST & EUCLID STREET PLAN & PROFILE CONNECT TO EX. 8" WM 447 LF OF 6" WATERMAIN C4 - Con iann PROPOSED 6" TEE C L SMITH ST C L EUCLID ST C L MAIN ST PROPOSED 6" TEE C L LOCUST ST C4

6 6.2' SEE SHEET C1 LAKE ST. (US-31) ' ' ' ' 1+00 BM #2 EL ' SW BOLT TO SIGN N SIDE OF VIRGINIA 7 12' 12' 10' MINIMUM HORIZONTAL SEPARATION 10' MINIMUM HORIZONTAL SEPARATION 6.4' STUART ST. MAIN ST. PAVEMENT REMOVAL SYD 1,755 SIDEWALK REMOVAL SYD 81 CONCRETE SIDEWALK, 4" SFT 727 SAND SUBBASE CYD 585 AGGREGATE BASE 22A, 8" SYD 1,755 VIRGINIA STREET 1 CUT & PLUG EX. WM. 1 CONNECT TO EX. WM. HMA 36A, BASE SYD 1,755 HMA 36A, SURFACE SYD 3,418 SURFACE RESTORATION SYD 1,846 LFT " GATE VALVE AND BOX 2 CONNECT TO EX. WM. 4 8" 45 BEND 1 8" CROSS 2 CUT & PLUG EX. WM. 2 ABANDON EX. VALVE & BOX 2 8" GATE VALVE AND BOX 1 CUT & PLUG EX. WM. 1 6" 45 BEND 1 8"X6" TEE 1 CONNECT TO EX. WM. 1 ABANDON EX VALVE & BOX 1 6" GATE VALVE & BOX VIRGINIA STREET PLAN & PROFILE CONNECT TO EX. 8" WM C L LAKE ST (US-131) C L STUART ST 1,030 LF OF 8" WATERMAIN C L MAIN ST PROPOSED 8" CROSS PROPOSED 8" BEND PROPOSED 8" TEE C5 - Con iann C5

7 BM #6 EL ' RR SPIKE N FACE SW QUAD CODY & SMITH ' ' 12 NOTE: REMOVE EX. TEE WHEN CONNECTING TO EX. WATER MAIN (INCLUDE COST IN CONNECTION TO EX. MAIN) LYNN ST. SMITH ST. 1 8" GATE VALVE & BOX 1 6" GATE VALVE & BOX 1 CONNECT TO EX. WM. 1 6" TEE 1 8"X6" REDUCER 1 CUT & PLUG EX. WM. 1 ABANDON EX. VALVE & BOX CODY STREET 1 8" GATE VALVE AND BOX 2 CONNECT TO EX. WM. 1 8" TEE 1 CUT & PLUG EX. WM CODY STREET PLAN & PROFILE CONNECT TO EX. WM 650 LF OF 8" WATERMAIN C L LYNN ST C L SMITH ST PAVEMENT REMOVAL SYD 1,055 SIDEWALK REMOVAL SYD - CONCRETE SIDEWALK, 4" SFT - SAND SUBBASE CYD 352 AGGREGATE BASE 22A, 8" SYD 1,055 HMA 36A, BASE SYD 1,055 HMA 36A, SURFACE SYD 2,043 SURFACE RESTORATION SYD 1,661 LFT 103 C6 - Con iann C6

8 ' SEE SHEET C13 3.9' " GATE VALVE AND BOX MATCHLINE - SEE SHEET C8 POTTER ST. SEE SHEET C13 WISE STREET CODY ST. SEE SHEET C WISE STREET PLAN & PROFILE PROPOSED 8" TEE 496 LF OF 6" WATERMAIN PAVEMENT REMOVAL SYD 1, LF OF 6" WATERMAIN SIDEWALK REMOVAL SYD 13 CONCRETE SIDEWALK, 4" SFT 118 SAND SUBBASE CYD 658 AGGREGATE BASE 22A, 8" SYD 1,975 C7 - Con iann C L POTTER ST C L CODY ST HMA 36A, BASE SYD 1,975 HMA 36A, SURFACE SYD 3,182 SURFACE RESTORATION SYD 1,000 LFT C7

9 " GATE VALVE AND BOX 1 8" GATE VALVE AND BOX 1 CONNECT TO EX. WM. 2 6" 45 BEND 1 6" CROSS 1 CUT & PLUG EX. WM. 1 8"X6" REDUCER PAVEMENT REMOVAL SYD 1,975 SIDEWALK REMOVAL SYD 36 CONCRETE SIDEWALK, 4" SFT 3 SAND SUBBASE CYD 658 AGGREGATE BASE 22A, 8" SYD 1,975 HMA 36A, BASE SYD 1,975 HMA 36A, SURFACE SYD 3, " GATE VALVE AND BOX 1 6" GATE VALVE AND BOX 2 CUT & PLUG EX. WM. 2 CONNECT TO EX. WM. 1 8" CROSS 2 8"X6" REDUCER 3 ABANDON EX. VALVE & BOX 1 6" BEND 1 6" 22.5 BEND 4 6" 45 BEND LAKE ST. (US-31) SURFACE RESTORATION SYD 1,091 LFT 403 MATCHLINE - SEE SHEET C ABANDON EX. VALVE & BOX 10.3' ' ' ' 1 ABANDON EX. VALVE & BOX 4.6' ' STUART ST. SEE SHEET C12 WISE STREET MAIN ST. WISE STREET PLAN & PROFILE C L STUART ST 592 LF OF 6" WATERMAIN 6 LF OF 6" WATERMAIN PROPOSED 8" CROSS C8 - Con iann CONNECT TO EX. WM 765 CONNECT TO EX. WM 765 PROPOSED 6" CROSS 760 C L MAIN ST C8

10 LAKE ST. (US-131) EX. HMA GUTTER ' SEE SHEET C12 4.5' ' ' 20 1 ABANDON VALVE AND BOX 1 ABANDON EX. VALVE & BOX PAVEMENT REMOVAL SYD 2,496 SIDEWALK REMOVAL SYD 53 CODY ST. SEE SHEET C6 2 6" GATE VALVE AND BOX 2 CONNECT TO EX. WM " BEND 1 6" CROSS 2 CUT & PLUG EX. WM. 3 ABANDON VALVE AND BOX 1 6" PLUG MAPLE STREET STUART ST. SEE SHEET C12 CONCRETE SIDEWALK, 4" SFT 477 SAND SUBBASE CYD 832 AGGREGATE BASE 22A, 8" SYD 2,496 HMA 36A, BASE SYD 2,496 HMA 36A, SURFACE SYD 4,008 SURFACE RESTORATION SYD 1, " GATE VALVE AND BOX " BEND 1 8" TEE 2 CUT & PLUG EX.WM. 2 CONNECT TO EX. WM. 1 8" X 6" REDUCER LFT 375 MAPLE STREET PLAN & PROFILE PROPOSED 6" TEE PROPOSED 8" CROSS CONNECT TO EX. WM 637 LF OF 8" WATERMAIN 597 LF OF 6" WATERMAIN C9 - Con iann C L CODY ST C L STUART ST PROPOSED 8" TEE C L LAKE ST (US-131) C9

11 1 2" WATER SERVICE () BM #4 EL..59' NW COR BRICK PLANTER W/ SIGN "BEAR LAKE INSURANCE AGENCY" E SIDE OF 31 N OF CODY BM #5 EL..28' NGS MONUMENT PID PM0611 DESIGNATION ONEK SW QUAD POTTER & US ' '.8' " 45 BEND 1 8" VALVE & BOX ' 1 ABANDON VALVE AND BOX 16.7' 24.6' 10' SEPARATION MINIMUM 10' 10' SEPARATION MINIMUM SURVEYED CENTERLINE (TYP.) 10' 14.7' " WATER MAIN () 1 4" VALVE & BOX 1 8X4" TEE 1 CONNECT TO EX. WM. 51.9' MATCHLINE - SEE SHEET C11 PROPOSED WATERMAIN (TYP.) POTTER RD. SEE SHEET C13 PAVEMENT REMOVAL SYD 203 SIDEWALK REMOVAL SYD CONCRETE SIDEWALK, 4" SFT 236 SAND SUBBASE CYD 68 AGGREGATE BASE 22A, 8" SYD 203 HMA 36A, BASE SYD 203 HMA 36A, SURFACE SYD 203 SURFACE RESTORATION SYD 809 LFT 107 EA 1 2" WATER SERVICE LFT 118 2" WATER SERVICE EA 1 4" WATER SERVICE LFT 47 4" WATER SERVICE EA 1 LAKE STREET (US-31) EX. HMA PAVEMENT CODY ST. SEE SHEET C6 2 8" GATE VALVE & BOX 1 8" TEE 1 8"X6" REDUCER 2 6" 45 BEND 1 CONNECT TO EX WM 2 ABANDON EX. VALVE & BOX LAKE STREET PLAN & PROFILE 534 LF OF 8" WATERMAIN () 597 LF OF 8" WATERMAIN () C10 - Con iann C L POTTER ROAD C L CODY ST C10

12 MATCHLINE - SEE SHEETC PROPOSED WATERMAIN (TYP.) 15.9' ' SURVEYED CENTERLINE (TYP.) ' ' SEE SHEET C12 FOR DETAILS 18 STUART ST. SEE SHEET C12 LAKE STREET (US-31) EX. HMA PAVEMENT PAVEMENT REMOVAL SYD 10 LAKE STREET PLAN & PROFILE SIDEWALK REMOVAL SYD LF OF 8" WATERMAIN () CONCRETE SIDEWALK, 4" SFT - SAND SUBBASE CYD 3 AGGREGATE BASE 22A, 8" SYD 10 HMA 36A, BASE SYD 10 HMA 36A, SURFACE SYD C L STUART ST 765 SURFACE RESTORATION SYD 217 LFT 28 EA 1 C11 - Con iann C11

13 1 8" GATE VALVE & BOX 1 45 BEND BEND BEND 1 ABANDON VALVE AND BOX 3 8" GATE VALVE & BOX 1 8" CROSS 1 8"X6" REDUCER 1 ABANDON VALVE AND BOX ' ' " WATER SERVICE () 4.2' ' ' 20 SEE SHEET C ' 10.3' ' LAKE ST. SEE SHEET C11 MAPLE ST. SEE SHEET C9 WISE ST. SEE SHEET C8 STUART STREET PAVEMENT REMOVAL SYD 732 STUART STREET PLAN & PROFILE SIDEWALK REMOVAL SYD - PROPOSED 8" CROSS CONCRETE SIDEWALK, 4" SFT - SAND SUBBASE CYD LF OF 8" WATERMAIN AGGREGATE BASE 22A, 8" SYD 732 C L MAPLE ST PROPOSED 8" CROSS C L WISE ST HMA 36A, BASE SYD 732 HMA 36A, SURFACE SYD 1,6 SURFACE RESTORATION SYD 509 LFT 45 2" WATER SERVICE LFT 28 C12 - Con iann " WATER SERVICE C12

14 MAPLE ST 1 8" GATE VALVE & BOX 1 8"X6" REDUCER 2 6" 45 BEND 1 CONNECT TO EX. WM 1 CUT & PLUG EX. WM 1 ABANDON VALVE AND BOX LAKE ST. (US-31) ' 20.8' ' 18.3' MAPLE ST. 10.4' POTTER ROAD EX. HMA PAVEMENT ' WISE ST. SEE SHEET C11 SEE SHEET C7 SEE SHEET C10 FOR DETAIL 1 8" GATE VALVE & BOX 1 8"X8" TEE ' 15 2 ABANDON EX. VALVE 1 8" GATE VALVE & BOX 1 8"X6" REDUCER PROTECT EDGE OF HMA (TYP.) 1 8" GATE VALVE & BOX 1 8" TEE 17.7' 875 MATCHLINE - SEE SHEETC14 NOTE: ALL CONNECTIONS ACROSS POTTER ROAD TO BE ED LF OF 8" WATERMAIN PROPOSED 8" TEE PROPOSED 8" TEE 506 LF OF 8" WATERMAIN PAVEMENT REMOVAL SYD 105 SIDEWALK REMOVAL SYD - CONCRETE SIDEWALK, 4" SFT - SAND SUBBASE CYD 35 AGGREGATE BASE 22A, 8" SYD 105 HMA 36A, BASE SYD 105 POTTER ROAD PLAN & PROFILE C13 - Con iann C L LAKE ST (US-131) C L MAPLE ST 835 C L WISE ST 835 HMA 36A, SURFACE SYD 105 SURFACE RESTORATION SYD 980 LFT 218 EA C13

15 1 8" GATE VALVE & BOX 1 8"X6" REDUCER 2 6" 45 BEND 1 CONNECT TO EX. WM 1 CUT & PLUG EX. WM 1 10"X8" REDUCER 1 8" 45 BEND 1 CONNECT TO EX. WM 1 CUT & PLUG EX. WM 1 8" GATE VALVE & BOX LYNN ST SMITH ST. MATCHLINE - SEE SHEETC13 3.2' " GATE VALVE & BOX 1 8"X8" TEE PROTECT EDGE OF HMA (TYP.) 20.1' ' POTTER ROAD EX. HMA PAVEMENT 1 8" 45 BEND NOTE: ALL CONNECTIONS ACROSS POTTER ROAD TO BE ED LF OF 8" WATERMAIN CONNECT TO EX. 10" WM POTTER ROAD PLAN & PROFILE PROPOSED 8" TEE PAVEMENT REMOVAL SYD 56 SIDEWALK REMOVAL SYD CONCRETE SIDEWALK, 4" SFT C L LYNN ST 855 SAND SUBBASE CYD 19 AGGREGATE BASE 22A, 8" SYD 56 HMA 36A, BASE SYD 56 C14 - Con iann HMA 36A, SURFACE SYD C L SMITH ST 850 SURFACE RESTORATION SYD 822 LFT 96 EA C14

16 CONSTRUCTION NOTES CONCRETE BACKING 1'-9" TO 2'-3" HYDRANT PER OWNERS STANDARD 2'-6" MIN 5'-0" MAX MEGALUG OR EQUAL 2'-0" MIN DRAIN HOLE. PLUG UNLESS OTHERWISE DIRECTED. FINISHED GRADE VALVE BOX VALVE BOX BASE GATE VALVE VARIABLE MEGALUG OR EQUAL HYDRANT ASSEMBLY PLAN ANCHOR ROD SIZE PIPE SIZE 4" THRU 6" 8" THRU 10" 12" THRU 18" 20" THRU 24" #10 DOUBLE ANCHOR RODS ENCASED IN CONCRETE C.Y. VOLUME CONCRETE EQUALS 15% REACTION BACKING AREA ROD SIZE #4 #6 #8 UNDISTURBED TRENCH BANK (TYP.) VERTICAL BENDS PROFILE CONCRETE BACKING (TYP) CONCRETE BACKING PLAN WATER LINE PLAN LOCATION OF REACTION BACKING CONCRETE BACKING CURB STOP BOX FINISHED GRADE 5'-5" MIN COVER NOTES: TYPE "K" COPPER SERVICE CORPORATION STOP WATERMAIN AS SPECIFIED 6'-0" MIN DOUBLE STRAP SADDLE (WHERE REQUIRED) PROPERTY LINE STATIONARY ROD TO WITHIN 1' OF FINISHED GRADE COPPER SERVICE TO BE INSTALLED AFTER TESTING EMBEDDED ROD INTO COTTER PIN SADDLE 1. SAMPLE POINT TO BE USED FOR FUTURE SERVICE LEAD. 2. NO TAP SHALL BE MADE CLOSER THAN 18" TO ANY COUPLING OR JOINT IN THE PIPE. 3. STATIONARY ROD REQUIRED IN AREAS OF HIGH GROUNDWATER. COPPER SERVICE LEAD CONNECTION/SAMPLE POINT PLAN 24" MIN I-BEAM, UTILITY POLE, ETC. TEMPORARY SAMPLE POINT TEMP. WIRE CABLE SUPPORTS AS NECESSARY (DO NOT REMOVE UNTIL BACKFILL IS COMPLETED) UNDISTURBED GROUND PIPE UNDER CONSTRUCTION GRANULAR BACKFILL COMPACTED BELL HOLE EXCAVATIONS REQUIRED FOR METHODS I & II D METHOD I EXCAVATION FOR BELLS NOTES: 12" SHAPE FOR BARREL OF PIPE METHOD II 1. METHOD I: IN AREAS OF UNCONSOLIDATED SOILS (SAND, GRAVEL, ETC.) 2. METHOD II: IN AREAS OF CONSOLIDATED SOILS (CLAY, HARDPAN, ROCK, ETC.) GRANULAR BACKFILL COMPACTED METHODS OF BEDDING PRESSURE PIPE 8" AGGREGATE BASE 12" SAND SUBBASE SECTION BEDDING COMPACTED BACKFILL FOR UTILITY PIPE SUPPORT BEDDING SIMILAR SUPPORT METHODS APPLY TO UTILITIES PARALLELING AND ABOVE THE PIPE UNDER CONSTRUCTION SPECIAL SUPPORTS FOR UNDERGROUND UTILITIES 1 2 EXISTING UNDERGROUND UTILITY NOT TO SCALE COMPACTED BACKFILL FOR UTILITY PIPE SUPPORT 12" 3" MIN D SAWCUT TRANSITION JOINT FULL PAVEMENT DEPTH TYPICAL HMA PAVEMENT SECTION/TRANSITION FOR HMA OVERLAY 1 ELEVATION EXISTING UNDERGROUND UTILITY 1 BITUMINOUS ROADWAY SECTION COURSE 2 GRAVEL DRIVEWAY SECTION TRENCH BACKFILL AREA COMPACT TO 95% MAX. DENSITY BEDDING AREA SPECIAL PIPE FOUNDATION TYPE 1 SURFACE BASE SPRING LINE GRANULAR MATERIAL BACKFILL HMA APPLICATION TABLE ITEM HMA MIXTURE 36A HMA MIXTURE 36A FINISHED BACKFILL GRADE SUITABLE EXCAVATED MATERIAL OR GRANULAR MATERIAL BACKFILL GRANULAR MATERIAL BACKFILL INVERT 1 2 EST. YIELD 165 LB/SYD 165 LB/SYD UTILITY CROWN 8" 22A AGG. BASE (C.I.P) 12" SAND SUBBASE (C.I.P) 6" 23A AGG. SURFACE (C.I.P) 12" SAND SUBBASE (C.I.P) AGGREGATE WEAR INDEX (AWI) NOTES: BOND COAT SHALL BE APPLIED BETWEEN SUCCESSIVE COURSES OF BITUMINOUS AND ALL ADJACENT BITUMINOUS AND CONCRETE SURFACES (INCLUDED IN BIT. MIX). APPLICATION RATE 0.10 GAL/SYD SS-1H. TOP OF BEDDING UTILITY TRENCHING, EXCAVATING AND BACKFILLING TERMINOLOGY 0-12" BARREL GRADE 12" PAYMENT LINE BINDER GRADE PG PG SOIL EROSION CONTROL MEASURES TO PROTECT SLOPES AND DITCHES, SOD OR SEED / MULCH SHOULD BE PLACED AS SOON AS POSSIBLE AND AS DIRECTED BY THE ENGINEER. TEMPORARY SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE UTILIZED DURING CONSTRUCTION IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND AS NECESSARY TO CONTROL SOIL EROSION AND SEDIMENTATION AND AS DIRECTED BY ENGINEER. UNDERGROUND UTILITIES FOR PROTECTION OF UNDERGROUND UTILITIES, THE CONTRACTOR SHALL DIAL A MINIMUM OF THREE WORKING DAYS EXCLUDING SATURDAYS, SUNDAYS & HOLIDAYS PRIOR TO EXCAVATING IN THE VICINITY OF UTILITY LINES. ALL "MISS DIG" PARTICIPATING MEMBERS WILL THUS BE ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING THE UTILITY OWNERS WHO MAY NOT BE PART OF THE "MISS DIG" ALERT SYSTEM. EXISTING WATER MAINS AND SEWERS THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO PROPERLY IDENTIFIED EXISTING WATER MAINS AND/OR EXISTING SEWERS DURING THE CONSTRUCTION OF THIS PROJECT. ADJUSTING MONUMENT BOXES IT IS THE INTENT THAT ALL GOVERNMENT CORNERS ON THIS PROJECT BE PRESERVED AND THAT, WHERE NECESSARY, MONUMENT BOXES BE PLACED OR ADJUSTED, WHETHER SHOWN OR NOT. SOIL BORINGS THE SOIL BORING LOGS REPRESENT POINT INFORMATION. PRESENTATION OF THIS INFORMATION IN NO WAY INFERS THAT SUBSURFACE CONDITIONS ARE THE SAME AT LOCATIONS OTHER THAN THE EXACT LOCATION OF THE BORINGS. PUBLIC UTILITIES THE EXISTING UTILITIES LISTED AND SHOWN ON THESE PLANS REPRESENT THE BEST INFORMATION AVAILABLE. THIS INFORMATION DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO SATISFY HIMSELF AS TO THEIR ACCURACY OR OF HIS RESPONSIBILITY IN CASE UTILITIES HAVE BEEN CONSTRUCTED OR REMOVED. THE CONTRACTOR SHALL EXPOSE AND VERIFY LOCATION AND DEPTH OF EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONFLICTS IN GRADES SHALL BE REPORTED TO ENGINEER AND ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO OWNER. THE OWNERS OF EXISTING SERVICE FACILITIES THAT ARE WITHIN THE GRADING OR STRUCTURE LIMITS WILL MOVE THEM TO LOCATIONS DESIGNATED BY THE ENGINEER OR WILL REMOVE THEM ENTIRELY FROM THE ROAD RIGHT-OF-WAY. OWNERS OF PUBLIC UTILITIES WILL NOT BE REQUIRED TO MOVE ADDITIONAL POLES OR STRUCTURES IN ORDER TO FACILITATE THE OPERATION OF CONSTRUCTION EQUIPMENT UNLESS IT IS DETERMINED BY THE ENGINEER THAT SUCH POLES OR STRUCTURES CONSTITUTE A HAZARD TO THE PUBLIC OR ARE EXTRAORDINARILY DANGEROUS TO THE CONTRACTOR'S OPERATIONS. NO ADDITIONAL COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR DELAYS DUE TO MATERIAL SHORTAGES OR OTHER REASONS BEYOND CONTROL OF THE OWNER, OR FOR DELAYS IN CONSTRUCTION DUE TO ENCOUNTERING OF EXISTING UTILITIES THAT ARE, OR ARE NOT, SHOWN ON PLANS. NOTICE TO RESIDENTS THE CONTRACTOR SHALL NOTIFY RESIDENTS 24 HOURS IN ADVANCE OF DISRUPTION TO SERVICE, SUCH AS DRIVEWAY CLOSING OR UTILITY SERVICE. SAWCUTTING SAW CUTTING OF EXISTING PAVEMENT SHALL BE INCLUDED IN THE UNIT PRICE FOR THE UTILITY. SURFACE RESTORATION AREAS DISTURBED BY CONSTRUCTION, SURFACE SHALL BE GRADED SMOOTH AND RESTORED WITH 4" OF NEW TOPSOIL, HYDROSEEDED, FERTILIZED, MULCHED, AND ANCHORING MULCHED. SLOPES OF 1:2 OR STEEPER SHALL RECEIVE PEGGED IN PLACE. AREAS BETWEEN THE CURB AND SIDEWALK SHALL BE FILLED, GRADED SMOOTH AND RESTORED AS NOTED ABOVE. MAINTAINING TRAFFIC CONTRACTOR SHALL MAINTAIN ACCESS TO LOCAL RESIDENTS AND EMERGENCY VEHICLES DURING CONSTRUCTION. CONTRACTOR SHALL PROVIDE TEMPORARY AGGREGATE AT DRIVEWAYS AS NECESSARY TO MAINTAIN ACCESS. BIT GUTTER CONTRACTOR SHALL REPLACE EXISTING BIT GUTTERS AND SHALL INCLUDE COST IN BIT MIX WITH TOP COARSE OVERLAY. RADIO READ TRANSMITTER DO NOT LOCATE METER PIT IN PAVEMENT, GRAVEL OR, OTHER AREAS THAT MAY HAVE VEHICLE TRAFFIC UNLESS OTHERWISE DIRECTED BY ENGINEER 1"x1" LOCKABLE RIGHT ANGLE BALL VALVE TYPICAL BOTH SIDES. FORD BA13-444W OR ENGINEER APPROVED EQUAL NOTES: 1. WATER SERVICE LOCATIONS ARE APPROXIMATE. CONTRACTOR TO VERIFY LOCATION OF EXISTING SERVICES IN THE FIELD. 2. TRANSITION OF HMA SURFACE COURSE OVERLAY TO EXISTING PAVEMENT SHALL BE CONSTRUCTED AS A BUTT JOINT AND MAY BE COLD MILLED OR A PORTION OF THE EXISTING PAVEMENT MAY BE REMOVED TO FACILITATE THE BUTT JOINT. IF COLD MILLING THE TRANSITION, THE DEPTH SHALL BE 1.5" AT BUTT JOINT LOCATION TO PROVIDE A VERTICAL FACE FOR THE BUTT JOINT. IF THE PAVEMENT IS REMOVED TO CONSTRUCT THE TRANSITION, THE CONTRACTOR SHALL SAW CUT THE FULL PAVEMENT DEPTH. REPLACE WITH A 3" MINIMUM DEPTH OF HMA PLACED IN 2 LIFTS OF 1-1/2". COLD-MILLING, SAW CUTTING, PAVEMENT REMOVAL, AGGREGATE BASE AND REQUIRED HMA BASE COURSE REQUIRED TO PRODUCE BUTT JOINT TRANSITIONS WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE COST OF BITUMINOUS MIX. FLOW METER CAST IRON LOCKING METER PIT LID MARKED "WATER METER" FORD A3H-T OR ENGINEER APPROVED EQUAL. PROVIDE 5 KEYS 4 OZ NONWOVEN GEOTEXTILE DRAPED AROUND LID AND PIT CONNECTION 20" DIA WATER METER PIT. FORD PDBH C-72 OR ENGINEER APPROVED EQUAL NOTES & DETAILS FINISHED GRADE VALVE BOX HDPE TO DUCTILE IRON MECHANICAL JOINT ADAPTER EXISTING UNDERGROUND UTILITY PIPE UNDER CONSTRUCTION 6" MIN. UNDISTURBED GROUND D 3000 PSI CONCRETE D 6" MIN. 2D MIN. 6" MIN. NOT TO SCALE 3000 PSI CONCRETE NOTE: THE VILLAGE RESERVES THE RIGHT TO CLAIM ANY EX. WATER BOXES. ALL UNCLAIMED WATER BOXES BECOME THE PROPERTY OF THE CONTRACTOR. EXIST. WATER SERVICE (TYP.) EX. CURB STOP AND BOX (REMOVE CURB BOX AND CLOSE EX. CURB STOP) STREET C L CONNECT TO EXIST. WATER SERVICE NEW CURB STOP AND BOX PROP. WATER SERVICE R.O.W. LINE WALK WIDTH AS SPECIFIED ON DRAWINGS 2% SLOPE MIN OF 4" GRANULAR MATERIAL 1/4" RADIUS TYP. WATER METER AS SPECIFIED CROSS BAR SUPPORT 1" COPPER WATER SERVICE WATER SERVICE WITH 5' OF COVER D kenm NOTES: HDPE GATE VALVE HDPE GATE VALVE DETAIL NOT TO SCALE NOTE: 1. PIPE SADDLE IS NOT REQUIRED FOR PLASTIC, STEEL, LEAD OR COPPER PIPE 2" OR SMALLER. SECTION PIPE SADDLES ELEVATION PROP. W.M. NEW CORPORATION STOP R.O.W. LINE EX. W.M. WATER SERVICE CONNECTION DETAIL NOT TO SCALE " EXPANSION JOINTS SHALL BE MAXIMUM OF 50' ON CENTER " EXPANSION JOINT MATERIAL SHALL BE PLACED BETWEEN SIDEWALK AND RIGID STRUCTURES. 3. INSOFAR AS POSSIBLE, SIDEWALK SHALL BE DIVIDED INTO SQUARE UNIT AREAS BY MEANS OF CUT CONTROL JOINTS NOT MORE THAN 36 SFT OR LESS THAN 16 SFT. 4" CONCRETE SIDEWALK ELEVATION WATER METER PIT DETAIL NOT TO SCALE METER PIT FOR 1" SERVICE SHOWN. MODEL NUMBERS WILL VARY WITH SERVICE SIZE D1

17 MAPLE ST. WISE ST. LYNN ST. VIRGINIA ST. SMITH ST. EUCLID ST. GROVE ST. RUSSELL ST. HOPKINS ST. BODWELL ST. RUSSELL ST. TILLSON ST. : WORK ZONE ROUTE SIGN U.S. 31 DOUBLE SIDED, LIGHTED SIGNAGE ROAD CLOSED BEAR LAKE PLEASANT ST. PLEASANT ST. RAILROAD ST. U.S. 31 LOCUST ST. ROAD CLOSED MAIN ST. MAIN ST. ROAD CLOSED HANCOCK ST. STUART ST. MORGAN ST. U.S. 31 CODY ST. NOTE: SHEETS DET1 AND DET2 SHOW PLANS FOR WORK ZONES ON RUSSELL STREET AND POTTER ROAD. THE INTENT OF THE PLANS IS TO CLOSE ONE STREET AT A TIME. CLOSING RUSSELL STREET AND POTTER ROAD AT THE SAME TIME IS PROHIBITED. ROAD WORK AHEAD AHEAD RUSSELL STREET PLAN POTTER RD. POTTER RD. POTTER ROAD DET kenm RUSSELL STREET LAKE ST. (US-31) RUSSELL STREET END ROAD WORK AHEAD DET1

18 MAPLE ST. WISE ST. LYNN ST. VIRGINIA ST. SMITH ST. EUCLID ST. GROVE ST. RUSSELL ST. HOPKINS ST. BODWELL ST. RUSSELL ST. TILLSON ST. : WORK ZONE ROUTE SIGN U.S. 31 DOUBLE SIDED, LIGHTED ROAD CLOSED SIGNAGE BEAR LAKE PLEASANT ST. PLEASANT ST. RAILROAD ST. U.S. 31 LOCUST ST. ROAD CLOSED MAIN ST. MAIN ST. ROAD CLOSED HANCOCK ST. STUART ST. MORGAN ST. U.S. 31 CODY ST. NOTE: SHEETS DET1 AND DET2 SHOW PLANS FOR WORK ZONES ON RUSSELL STREET AND POTTER ROAD. THE INTENT OF THE PLANS IS TO CLOSE ONE STREET AT A TIME. CLOSING RUSSELL STREET AND POTTER ROAD AT THE SAME TIME IS PROHIBITED. ROAD WORK AHEAD AHEAD POTTER ROAD PLAN POTTER RD. POTTER RD. POTTER ROAD DET davidca RUSSELL STREET LAKE ST. (US-31) RUSSELL STREET END ROAD WORK AHEAD DET2