NOTE: 1) PRIOR TO BEGINNING WORK TRANSFER RIM ELEV. FROM MH K1 TO A TEMPORARY BENCH MARK FOR USE AS CONTROL DURING CONSTRUCTION. 2) CONTRACTOR TO INST

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35 NOTE: 1) PRIOR TO BEGINNING WORK TRANSFER RIM ELEV. FROM MH K1 TO A TEMPORARY BENCH MARK FOR USE AS CONTROL DURING CONSTRUCTION. 2) CONTRACTOR TO INSTALL MANHOLE LIDS FLUSH WITH EXISTING GROUND SURFACE. 3) STREETS AND SIDEWALKS DISTURBED BY THE INSTALLATION OF SERVICE LATERALS SHALL BE ED. 4) WATER LINE SHOWN IN APPROXIMATE LOCATION. DISTRICT: ROMNEY CORP TAX MAP: 1 & 5 HMA STREET DEPOT ST. DEPOT ST. RECONNECT EXISTING CUSTOMER WVDOH TYPE "A" TRENCH REMOVE AND REPLACE CONE SECTION W/ WATERTIGHT RING & LID 20' WASHINGTON ST. REMOVE AND REPLACE EXISTING GRAVITY SEWER PIPE W/ 249' OF 6" PVC GRAVITY SEWER PIPE GRAVEL DRIVEWAY RECONNECT EXISTING CUSTOMER HMA DRIVEWAY HMA DRIVEWAY REMOVE AND REPLACE CONE SECTION W/ WATERTIGHT RING & LID HMA DRIVEWAY GRAVEL DRIVEWAY MILL AND OVERLAY 1,199 SQ.YD. JERRY MEZZ LN. HMA DRIVEWAY WASHINGTON ST. REMOVE AND REPLACE CONE SECTION W/ WATERTIGHT RING & LID HMA STREET REMOVE AND REPLACE EXISTING GRAVITY SEWER PIPE W/ 286' OF 6" PVC GRAVITY SEWER PIPE EVERETT PL. EVERETT PL. JERRY MEZZ LN. ADDENDUM #1 FEBRUARY 22, 2019 RECONNECT CUSTOMER M.H. #K1 RIM EL = " S = 1.83% 6" S = 2.95% EX. 12" INV. OUT = INV. IN = COUNTY ROUTE 28/10 DEPOT ST. EX. 12" INV. IN = HMA STREET EXISTING WATER LINE RECONNECT EXISTING CUSTOMER GRAVEL DRIVEWAY ' REMOVE AND REPLACE EXISTING GRAVITY SEWER PIPE EXISTING WATER LINE EXISTING WATER LINE HMA DRIVEWAY RECONNECT EXISTING CUSTOMER HMA DRIVEWAY EXISTING WATER LINE EXISTING WATER LINE M.H. #K2 RIM EL = HMA DRIVEWAY INV. OUT = INV. IN = EX. 6" INV. IN = EXISTING WATER LINE GRAVEL DRIVEWAY EXISTING WATER LINE ' REMOVE AND REPLACE EXISTING GRAVITY SEWER PIPE HMA DRIVEWAY EXISTING GROUND EVERETT PL. EXISTING AND NEW GRADE M.H. #K3 RIM EL = INV. OUT = HMA STREET EX. 6" INV. IN = EX. 6" INV. IN = EX. 6" INV. IN = LINE-K R OM NEY West Virginia 1

36 NOTE: 1) PRIOR TO BEGINNING WORK TRANSFER RIM ELEV. FROM MH J1 TO A TEMPORARY BENCH MARK FOR USE AS CONTROL DURING CONSTRUCTION. 2) CONTRACTOR TO INSTALL MANHOLE LIDS FLUSH WITH EXISTING GROUND SURFACE. 3) STREETS AND SIDEWALKS DISTURBED BY THE INSTALLATION OF SERVICE LATERALS SHALL BE ED. 4) WATER LINE SHOWN IN APPROXIMATE LOCATION. DISTRICT: ROMNEY CORP TAX MAP: 1 & 5 REMOVE AND REPLACE CONE SECTION W/ WATERTIGHT RING & LID CONCRETE SIDEWALK WVDOH TYPE "A" TRENCH DEPOT ST. DEPOT ST. 25' HMA STREET & CURB REPLACEMENT (EAST SIDE OF STREET) HMA DRIVEWAY REMOVE AND REPLACE EXISTING GRAVITY SEWER PIPE W/ 271' OF 12" PVC GRAVITY SEWER PIPE REMOVE AND REPLACE CONE SECTION W/ WATERTIGHT RING & LID N. BOLTON ST. MILL AND OVERLAY 2,055 SQ. YD. CONCRETE SIDEWALK HMA DRIVEWAY HMA DRIVEWAY HMA DRIVEWAY HMA STREET& CURB REMOVE AND REPLACE EXISTING GRAVITY SEWER PIPE W/ 269' OF 12" PVC GRAVITY SEWER PIPE EVERETT PL. EVERETT PL. REMOVE AND REPLACE CONE SECTION W/ WATERTIGHT RING & LID MATCH MARK SHEET #3 ADDENDUM #1 FEBRUARY 22, 2019 RECONNECT CUSTOMER M.H. #J1 RIM EL = EXISTING WATER LINE COUNTY ROUTE 28/10 DEPOT ST EX. 12" INV. OUT = INV. IN = EX. 4" INV. IN = EX. 6" INV. IN = HMA STREET & CURB EXISTING CULVERT EXISTING WATER LINE ' REMOVE AND REPLACE EXISTING GRAVITY SEWER PIPE HMA DRIVEWAY EXISTING WATER LINE 12" HMA STREET & CURB S = 2.08% CONCRETE SIDEWALK EXISTING GROUND EXISTING AND NEW GRADE HMA STREET & CURB M.H. #J2 RIM EL = INV. OUT = INV. IN = EXISTING WATER LINE HMA DRIVEWAY HMA STREET & CURB EXISTING WATER LINE ' REMOVE AND REPLACE EXISTING GRAVITY SEWER PIPE HMA STREET & CURB HMA DRIVEWAY EXISTING WATER LINE 12" S = 2.12% HMA DRIVEWAY EXISTING WATER LINE HMA STREET & CURB EXISTING WATER LINE EVERETT PL. M.H. #J3 RIM EL = MATCH MARK SHEET #3 INV. OUT = INV. IN = EX. 6" INV. IN = LINE-J R OM NEY West Virginia 2

37 STREET, ROAD, AND DRIVEWAY NOT IN WVDOH RIGHTS OF WAY SEE JOINT SEALER DETAIL (TYP. OF 2) NORMAL PIPE BACKFILL EXISTING CARRIER PIPE HOT POURED ELASTIC TYPE SEALER JOINT 5/8" TRENCH WIDTH LESS THAN 6' 1" JOINT SEALER CONCRETE TO MATCH EXISTING CONCRETE THICKNESS AND FINISH CONCRETE 3' MIN. MATCH EXISTING CONCRETE OR 7" MIN. #3 REBAR AT 12" CENTERS EACH WAY OR WELDED WIRE FABRIC #10 (6x6), 3" FROM BOTTOM OF CONCRETE NOTE: ALL CONCRETE TO BE MINIMUM 3000 PSI, 6 BAG MIX, 7% AIR ENTRAINED CONCRETE PAVEMENT 6" CRUSHER RUN STONE STREET, ROAD, AND DRIVEWAY NOT IN WVDOH RIGHTS OF WAY EXISTING 12" MIN. CRUSHER RUN STONE NORMAL PIPE BACKFILL CARRIER PIPE TRENCH WIDTH STONE STONE ROADWAYS 3' MIN. STREET, ROAD, AND DRIVEWAY NOT IN WVDOH RIGHTS OF WAY 8" MIN. CRUSHER RUN STONE NORMAL PIPE BACKFILL CARRIER PIPE TRENCH WIDTH NOTE: MILL ENTIRE ROAD SURFACE 2" AND RESURFACE STREET FULL WIDTH AFTER COMPACTION IS COMPLETE. ASPHALT PAVEMENT 2" MIN. HOT MIX ASPHALT OR MATCH EXISTING, WHICH EVER IS GREATER 3' MIN. EXISTING GRAVEL ROADWAY WIDTH EXISTING STONE GRAVEL ROAD OVERLAY WITH 2" OF CRUSHER RUN STONE 2" OF CRUSHER RUN STONE OVERLAY 5"+1/2R COMPACTED BACKFILL 3' MIN. AASHTO #10 STONE BEDDING FOR RIGID PIPE 5"+R COMPACTED BACKFILL NOTE: ALL LINES AND/OR CASINGS SHALL BE INSTALLED UNDER OR AROUND DRAINAGE STRUCTURES IN A MANNER THAT WILL NOT OBSTRUCT THE MAINTENANCE, REPLACEMENT, OR FREE FLOW OF WATER. 3' MIN. AASHTO #10 STONE BEDDING FOR NON-RIGID PIPE TYPICAL CROSS SECTION OF TRENCHES WATER LINE WATER LINE 18" MIN. 10' MIN. SEWER LINE SEWER LINE DETAIL SHOWING SEPARATION OF SEWER AND WATER LINES COMPACTED BACKFILL RED YELLOW ORANGE BLUE GREEN ELECTRIC GAS TELEPHONE WATER SEWER COLOR CODES FOR UTILITY LOCATING MAGNETIC WARNING TAPE MAGNETIC WARNING TAPE DETAIL 12" MIN. 18" MAX. ADDENDUM #1 FEBRUARY 22, 2019 EXISTING PAVEMENT ACCOMMODATION OF UTILITIES ON WV DIVISION OF HIGHWAYS RIGHTS OF WAY JUNE 2007 CONCRETE TO BE ROUGH FOR BONDING OF HMA CONCRETE FLOWABLE FILL 1000 PSI MIN. 12" TRENCH WIDTH HMA 12" 4" CARRIER PIPE MATCH EXISTING 6" MAX., 1" MIN. EXISTING PAVEMENT WVDOH TYPE "A" TRENCH MIX PAVEMENT PRESENT AVERAGE DAILY TRAFFIC OVER 2000 OR LOWER-VOLUME ROADS WITH HEAVY TRUCK TRAFFIC (20 PER DAY) NOTES: 1) WHERE TYPE "A" TRENCHES ARE WIDER THAN 7' IN EXISTING BITUMINOUS PAVEMENT, CONCRETE MAY BE DELETED IF EXISTING HMA THICKNESS AND 18" STONE ARE RESTORED. 2) TRAFFIC IS TO BE MAINTAINED AT ALL TIMES BY THE USE OF APPROPRIATE TRAFFIC CONTROL DEVICES. USE OF METAL PLATES, HAVING SUFFICIENT RIGIDITY TO SPAN TYPE "A" TRENCH, IS REQUIRED TO PREVENT WHEEL LOADS FROM BEING TRANSMITTED TO THE CONCRETE FLOWABLE FILL. THE PLATES ARE TO BE SECURELY ANCHORED TO PREVENT MOVEMENT CAUSED BY TRAFFIC. THE PLATES ARE TO BE LEFT IN PLACE UNTIL THE CONCRETE FLOWABLE FILL HAS ATTAINED 50% OF ITS COMPRESSIVE STRENGTH. 3) BALLAST PIPE IN PLACE WHILE PLACING THE FLOWABLE FILL TO PREVENT FLOATING. 3' MIN. 2" MIN. COVER AROUND PIPE R OM NEY D1 West Virginia

38 EDGE OF PAVEMENT C L ROAD SANITARY SEWER PIPE EDGE OF PAVEMENT CENTERLINE OF TRAVELED LANE ROTATE TOP SECTION OF MANHOLE TO BE IN CENTERLINE OF TRAVELED LANE RESURFACING LIMIT OF RESURFACING AS INDICATED ON PLANS "T" (INCHES) RESURFACING THICKNESS "B" (FEET)= "A" (FEET) x "T" (INCHES) "A" 1" WHEEL RUTS BEYOND THE HEEL-IN NOTCH ARE TO BE FILLED AND TRANSITIONED TO MEET FIELD CONDITIONS NOTCH 1" EXISTING PAVEMENT AREA OF HEEL-IN TO BE NOTCHED INTO EXISTING CONCRETE OR HMA PAVEMENT NOTES: 1) PAYMENT FOR HEEL-INS TO BE INCLUDED IN THE COST OF RESURFACING. 2) THIS DETAIL TO BE USED AT THE TERMINATION OF PROJECT. POSTED SPEED LIMIT 25 MPH "A" (INCHES) 12 3/4" 1" NEW PAVEMENT HOT POURED ELASTIC TYPE SEALER NOTES: 1) EXISTING PAVEMENT TO BE SAWED LOAD TRANSFER PROVISIONS MAY BE REQUIRED. 2) ALL CONCRETE TO BE A MINIMUM 3000 PSI, 6 BAG MIX, AIR ENTRAINED. JOINT SEALER DETAIL EDGE OF PAVEMENT SHOULDER AREA ROTATE TOP SECTION TO BE FARTHEST AWAY FROM PAVED AREA EDGE OF PAVEMENT TYPICAL ROTATION OF MANHOLE ALONG ROADWAYS TYPICAL INSTALLATION OF MANHOLES IN TRAVELED LANES OF ROADWAYS 30 TO 45 MPH 40 TO 45 MPH 50 TO 55 MPH RESURFACING HEEL-IN DETAIL /2"R 3000 PSI CONCRETE 1'-2" VARIES 7 3/8" 6" 1 3/8" 3/8" 1 1/2"R SURFACE PAVEMENT CONCRETE CURBING NOTE: MATCH EXISTING CURB WIDTH & PROFILE ALONG STREETS WITH CURBING. EXISTING HMA THICKNESS OF OVERLAY 5'-0" MIN. PROVIDE ORIGINAL CURB HEIGHT FOR DRAINAGE NOTE: ALL MILLING AND GRINDING TO BE INCLUDED IN OVERLAY COST MILL OR GRINDING DETAIL EXISTING CURB EXISTING PAVEMENT ACCOMMODATION OF UTILITIES ON WV DIVISION OF HIGHWAYS RIGHTS OF WAY JUNE " MIN. CRUSHER RUN STONE PIPE BACKFILL 12" TRENCH WIDTH HMA 12" 4" CARRIER PIPE MATCH EXISTING 5" MIN. 1" WEARING COURSE 4" BASE COARSE EXISTING PAVEMENT WVDOH TYPE "B" TRENCH HMA PAVEMENT PRESENT AVERAGE DAILY TRAFFIC UNDER 2000 UNLESS HEAVY TRUCK TRAFFIC DEFINED AS 20 TANDEM-AXLE TRUCKS PER DAY, IS EVIDENT 3' MIN. ADDENDUM #1 FEBRUARY 22, 2019 R OM NEY D2 West Virginia

39 CAST IRON CLEANOUT FRAME & COVER LABELED AS SEWER INSTALLATION IN HMA STREET OR ROAD PVC RISER PIPE TO MATCH LINE DIAMETER LINE TYPE AND SIZE 6" CONTRACTOR RESPONSIBILITY 6" NOTE: MANHOLES & CLEANOUTS TO BE BURIED 1' MIN. UNDER W.V.D.O.H. ROADWAY DITCHES & 6" MIN. IN THE SHOULDER AREAS. CUSTOMER RESPONSIBILITY 3000 PSI CONCRETE 12" WOOD STAKE TO DESIGNATE CONNECTION POINT (TOP 12" BELOW FINISHED GRADE AND SHALL BE PAINTED ORANGE) PAY ITEM FOR RECONNECT EXISTING SERVICE LATERAL FLOW NEW SDR-35 TWO-WAY SANITARY TEE (GxGxG) CLEANOUT W/CONCRETE FLOW SERVICE CONNECTION AS PER SERVICE CONNECTION DETAIL REMOVE AND REPLACE EXISTING SANITARY SEWER AS SHOWN ON PLANS FLOW MATCH EXISTING SERVICE LATERAL DIAMETER P L ELEVATION VIEW P L 2.00% MIN. SLOPE WYE PLAN VIEW 45 NOTE: ALL MANHOLES SHALL BE PRECAST CONSTRUCTION, AND SHALL INCLUDE CAST IN PLACE FLEXIBLE PIPE TO MANHOLE CONNECTORS OR AT ALL PIPE PENETRATIONS. NEW MANHOLE POURED IN PLACE CONCRETE BLOCK C L FITTING 8" 8" 6" 6" FLEXIBLE PIPE TO PIPE CONNECTOR OR EQUAL SDR-35 TWO-WAY SANITARY TEE (GxGxG) SDR-35 GASKETED CAP, FOR LINE TYPE AND SIZE OR RECONNECT EXISTING SERVICE LATERAL CUSTOMER SERVICE LATERAL CLEANOUT DETAIL IN ROADWAY AREAS (GRAVITY LINE) CONNECT TO EXISTING SERVICE LATERAL EXISTING SERVICE LATERAL RECONNECT EXISTING SERVICE LATERAL DETAIL NOTE: RECONNECTION INCLUDES UP TO AND INCLUDING THE FIRST 12' OF SERVICE LATERAL, THE CONNECTION AT THE NEW SERVICE LINE, RECONNECTION TO THE EXISTING SERVICE LINE, AND THE CLEAN OUT. ADDITIONAL FOOTAGE OF SERVICE LINE SHALL BE PAID FOR ON A LINEAR FOOT BASIS. NOTE: POSITION LATERAL CONNECTIONS AT PROPERTY LINE SO THAT A MINIMUM OF 3' OF COVER OVER LATERAL CAN BE MAINTAINED FROM THE HOUSE TO THE PROPERTY LINE AND FROM THE PROPERTY LINE TO THE SEWER SERVICE CONNECTIONS EXISTING SANITARY SEWER NEW SANITARY SEWER NOTE: ALL SURFACE AREAS CONTACTED BY CONCRETE SHALL BE WRAPPED IN 4 MIL. PLASTIC. RECONNECTION OF EXISTING SEWER TO NEW MANHOLE DETAIL 6" POURED IN PLACE CONCRETE BLOCK 6" 8" C L FITTING 8" FLEXIBLE PIPE TO PIPE CONNECTOR OR EQUAL NOTE: MANHOLES & CLEANOUTS TO BE BURIED 1' MIN. UNDER WVDOH ROADWAY DITCHES & 6" MIN. IN THE SHOULDER AREAS. INSTALLATION IN HMA STREET OR ROAD CAST IRON CLEANOUT FRAME & COVER LABELED AS SEWER PLUG INSTALLATION IN GRASS AREAS 6" 3000 PSI CONCRETE EXISTING SERVICE LATERAL 6" NEW SERVICE LATERAL 6" 4" MIN. (TYP) NOTE: ALL SURFACE AREAS CONTACTED BY CONCRETE SHALL BE WRAPPED IN 4 MIL. PLASTIC. CONNECTION OF NEW TO EXISTING SERVICE LATERAL RISER PIPE TO MATCH LINE DIAMETER LINE TYPE AND SIZE SDR-35 GASKETED CAP, FOR LINE TYPE AND SIZE OR RECONNECT EXISTING SERVICE LATERAL NOTES: 1) RISER WYE, BEND, AND TYPE SHALL MATCH MAIN LINE DIAMETER AND MATERIAL. TERMINAL CLEANOUT DETAIL (GRAVITY LINE) ADDENDUM #1 FEBRUARY 22, 2019 R OM NEY D4 West Virginia