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Home My WebLink About20140944 Ver 1_Site Plans_20141016CITY OF WINSTON- SALEM, NORTH CAROLINA CITY /COUNTY UTILITY COMMISSION SOUTH FORK IMPROVEMENTS PROGRAM 42 40 w � U ARCHI Z 158 ELLEGE WWTP W CLEMMONS LSE r RD �G as CONTRACT NO. 1 & 2 CCUC PROJECT NO. XXXX H &S PROJECT NO. 32245 OCTOBER 2014 REGULATORY SUBMITTAL 67 SOUTH FORK \�y CHURCH ,p0 GRAVITY PIPELINE (CONTRACT 1) F� \ MUDDY CREEK WWTP G ��K M WINSTON SALEM ✓� 40 - -� - SALEM LAKE K� 40 IAIA_.- 40 l O 9�0 311 CLEMMONsv�� RD o 50 UNION CROSS RD 1 � \�° CREEK FCRK� �l Q I -, / SOUTH F RK GRAVITY PIPELINE Of (CONTRACT 2) I � 2 Z O� WALLBURG 0 FORSYTH_COUNTY )RY &,._ DAVIDSON COUNTY LOCATION MAP NOT TO SCALE \N CART �O Q�0'-S S/0 SEAL 025221 9ifi FNGINEF� \FW S' HAZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suite 375, Charlotte, North Carolina 28217 Z 0 U D Li U Q 0 Z 0 U Ir 0 LL 0 W D U) m J 00 0 a J 0 W IY m a co co co a X / 3 0 0 a N N a N 0 ►i LLJ I� 0 J 0 LU Iz ABBREVIATIONS LEGEND INDEX OF DRAWINGS AB ANCHOR BOLT FF FINISH FLOOR OC ON CENTER T TREAD SYMBOLS AC ALTERNATING CURRENT/ FH FIRE HYDRANT OD OUTSIDE DIAMETER T& B TOP AND BOTTOM GENERAL STANDARD DETAILS ASBESTOS CEMENT FIN FINISH OF OUTSIDE FACE T& G TONGUE AND GROOVE BRIDGE GATE VALVE DWG# DESCRIPTION ACT ACOUSTIC TILE FIX FIXTURE OFF OFFICE TAN TANGENT AD AREA DRAIN FL FLASHING /FLOOR OPER OPERATOR TBM TEMPORARY BENCH MARK CURB & GUTTER �ti�.� BUTTERFLY VALVE COVER CONTRACT 1 & 2 ADDL ADDITIONAL FLEX FLEXIBLE OPNG OPENING TC TOP OF CURB ADJ ADJUSTABLE FLG FLANGE OPP OPPOSITE TCE TEMPORARY CONSTRUCTION DITCH, CREEK OR BRANCH X1 LEGEND, ABBREVIATIONS AND INDEX OF DRAWINGS DWG# DESCRIPTION AFF ABOVE FINISHED FLOOR FLUOR FLUORESCENT ORIG ORIGINAL EASEMENT PLUG VALVE CONTRACT 1 AGGR AGGREGATE FLXC FLEXIBLE CONNECTION OT OPEN TRUSS TDH TOTAL DYNAMIC HEAD FIRE HYDRANT D1 MISCELLANEOUS STANDARD DETAILS AL ALUMINUM FM FORCE MAIN OVHD OVERHEAD TECH TECHNICAL t WALL PENETRATION X2 OVERALL DRAWING LAYOUT D2 MISCELLANEOUS STANDARD DETAILS ALLOW ALLOWANCE /ALLOWABLE FPRF FIREPROOF TEL TELEPHONE GAS MAIN ALT ALTERNATE FRP FIBERGLASS REINFORCED TEMP TEMPERATURE o IRON PIN (LOCATED) MECHANICAL, PUSH ON OR X3 FEMA 100 YEAR FLOOD PLAIN D3 MISCELLANEOUS STANDARD DETAILS APPROX APPROXIMATE POLYESTER LAMINATE PAR PARALLEL TER TERRAZZO RESTRAINED JOINT CONTRACT 2 D4 MISCELLANEOUS STANDARD DETAILS ARCH ARCHITECTURAL FT FEET PC POINT OF CURVE /PIECE THERMO THERMOSTAT IRON PIN (COMPILED) ASB ASBESTOS FTG FOOTING /FITTING PCC POINT OF COMPOUND CURVE THK THICK X4 OVERALL DRAWING LAYOUT D5 MISCELLANEOUS STANDARD DETAILS ASPH ASPHALT FURR FURRING /FURRED PCF POUNDS PER CUBIC FOOT THRU TOD THROUGH TOP OF DECK SOIL BORING SANITARY SEWER X5 EEMA 100 YEAR FLOOD PLAIN D6 MISCELLANEOUS STANDARD DETAILS AT ASPHALT TILE PE LINING POLYETHYLENE LINING PERF PERFORATED TOF TOP OF FOOTING SANITARY SEWER MANHOLE TBM CONTRACT 1 & 2 D7 MISCELLANEOUS STANDARD DETAILS G GAS /GAS LINE PERP PERPENDICULAR TOM TOP OF MASONRY MANHOLE B BORING GA GAUGE PI POINT OF INTERSECTION TOS TOP OF SLAB WATER MAIN o YARD HYDRANT X6 GENERAL AND EROSION CONTROL NOTES D8 MISCELLANEOUS STANDARD DETAILS BD BOARD GAL GALLON R PROPERTY LINE /PLATE TOW TOP OF WALL D9 CITY OF WINSTON -SALEM STANDARD DETAILS BFE BOTTOM OF FITTING ELEV GALV GALVANIZED PNL PANEL TOL TOLERANCE - FENCE AUGER REFUSAL 7 BFV BUTTERFLY VALVE GC GENERAL CONTRACTOR PP POWER POLE PAIR GROUND (PROFILE) CIVIL -PLAN AND PROFILE D10 CITY OF WINSTON -SALEM STANDARD DETAILS BITUM BITUMINOUS GEN GENERATOR PREFAB PREFABRICATED TRANS TWISTED RSHIELDED D11 CITY OF WINSTON -SALEM STANDARD DETAILS @ BASELINE GI GALVANIZED IRON PRV PRESSURE RELIEF VALVE TPF TREE PROTECTION FENCE T T GUARD RAIL BL -BUILDING LINE GL GLASS PS PUMPING STATION TYP TYPICAL CONTRACT 1 D12 REFERENCE DRAWING BLDG BUILDING GPM GALLONS PER MINUTE PSF POUNDS PER SQUARE FOOT ,�� / MARSH BLK BLOCK GR GRADE PSI POUNDS PER SQUARE INCH UG UNDERGROUND DWG# DESCRIPTION BM BENCH MARK GV GATE VALVE PT POINT OF TANGENT POINT TANGENT/POINT UH UNIT HEATER oHE OVERHEAD ELECTRIC BOC BACK OF CURB GW GUY WIRE PTN PARTITION UNFINISHED MUDDY CREEK WWTP TO SOUTH FORK PS BOT BOTTOM GWB GYPSUM WALL BOARD PV PLUG VALVE UR URINAL PP 0— POWER POLE W /GUY WIRE BRG BEARING GWF GLAZED WALL FINISH PVC POLYVINYL CHLORIDE UTIL UTILITY C1 STA 0 +38.20 TO STA 10 +00 BRK BRICK GYP GYPSUM PVMT PAVEMENT -- PROPERTY LINE C2 STA 10 +00 TO STA 20 +00 BRZ BRONZE PW POTABLE WATER BSMT BASEMENT VAC VACUUM PROPOSED SANITARY SEWER C3 STA 20 +00 TO STA 30 +00 BT BOLT H HEIGHT VAT VINYL ASBESTOS TILE PROPOSED SANITARY SEWER MANHOLE C4 STA 30 +00 TO STA 40 +00 BUR BUILT —UP ROOFING HDW HARDWARE QTY QUANTITY VCP VITRIFIED CLAY PIPE BV BALL VALVE HEX HEXAGONAL VEL VENT VELOCITY VENTILATING /VENTILATION ►� PROPOSED WATER VALVE C5 STA 40 +00 TO STA 50 +00 HM HORZ HOLLOW METAL HORIZONTAL R RADIUS /RISER VERT VERTICAL RAILROAD C6 STA 50 +00 TO STA 60 +00 C CLOSET /CARPET /CHANNEL HP HORSEPOWER RCP REINFORCED CONCRETE PIPE VOL VOLUME R/W C7 STA 60 +00 TO STA 70 +00 CAB CABINET HPT HIGH POINT RD ROAD /ROOF DRAIN VP VENT PIPE ROAD /STREET RIGHT -OF -WAY CB CATCH BASIN HTR HEATER RECIR RECIRCULATION VWC VINYL WALL COVERING C8 STA 70 +00 TO STA 80 +00 C/C CENTER TO CENTER HVAC HEATING, VENTILATION AND RECP RECEPTACLE - STORM DRAIN WITH CATCH BASIN OR DROP INLET C9 STA 80 +00 TO STA 90 +00 CE CEM CONSTRUCTION EASEMENT CEMENT AIR CONDITIONING RECT RECTANGULAR W WEST WIDTH WEST/ WIDTH ••• ••• STREAM BANK C10 STA 90 +00 TO STA 100 +00 CERAMIC HW HOT WATER RED REDUCER W/ WITH CF CUBIC FEET HWL HIGH WATER LEVEL REF REFERENCE WC WATER CLOSET STREET SIGN C10A 6" WATER LINE REALIGNMENT STA 0 +00 TO STA 2 +00 HWY HIGHWAY REG REGISTER CFM CUBIC FEET PER MINUTE HYD HYDRAULIC REINF REINFORCING WF WIDE FLANGE' TREE Cl CAST IRON /CUBIC INCHES REM REMOVE WH WALL HYDRANT CIP CAST IRON PIPE REQD REQUIRED WI WROUGHT IRON TREE LINE CL CL2 CENTER LINE CHLORINE I IRON REST RESTRAINED WL W/L WATER LEVEL WATER LINE DWG# DESCRIPTION ID INSIDE DIAMETER REV REVISE oHE UNDERGROUND CABLE CLG CEILING IF RF ROOF WO WINDOW OPENING SOUTH FORK PS TO SIPHON MH CLKG CAULKING INSIDE FACE RFG ROOFING W O / WITHOUT UGE UNDERGROUND ELECTRIC CLR CLEAR IN INCL INCH RJ RESTRAINED JOINT WP WATERPROOF C11 STA 100 +00 TO STA 110 +00 CMP CORRUGATED METAL PIPE INCLUDED RM ROOM WPFG WATER PROOFING uT UT- UNDERGROUND TELEPHONE CMAP CORRUGATED METAL ARCH PIPE INF INFLUENT RND ROUND WPT WALL PENETRATING TYPE C11A TRAFFIC CONTROL MEASURES CMU CONCRETE MASONRY UNIT INS INT INSULATION RO ROUGH OPENING WSE WATER SURFACE ELEVATION C12 STA 110 +00 TO STA 120 +00 CO CLEANOUT INV INTERIOR INVERT RPM REVOLUTIONS PER MINUTE WSP WEATHERSTRIP COL COLUMN RR RAILROAD WT WEIGHT 3 C1 STA 120 +00 TO STA 130 +00 CONC CONCRETE RT RIGHT WV WATER VALVE C14 STA 130 +00 TO STA 140 +00 MATERIALS LINETYPES CONST CONSTRUCTION RTU REMOTE TERMINAL UNIT WWF WELDED WIRE FABRIC CONT CONTINUOUS J JOIST C15 STA 140 +00 TO STA 150 +00 CONTR CONTRACTOR JB JCT JUNCTION BOX JUNCTION RW R/W RAW WATER RIGHT OF WAY C16 STA 150 +00 TO STA 160 +00 CARP CORPORATION JT JOINT YD YARD PROPOSED ITEMS CORR CORRIDOR YR YEAR C17 STA 160 +00 TO STA 170 +00 CID CONCRETE PLANK S SOUTH /SLOPE �� GRADE OR EARTH CRS COURSE SAN SANITARY EXISTING ITEMS C18 STA 170 +00 TO STA 180 +00 CT CERAMIC TIL L LA LENGTH /ANGLE LINE AHEAD SBL SURVEY BASELINE C19 STA 180 +00 TO STA 190 +00 CTJ CU CONTROL JOINT COPPER LAB LABORATORY SCH SD SCHEDULE STORM /SITE DRAIN GRAVEL HIDDEN ITEMS C20 STA 190 +00 TO STA 200 +50 CV CHECK VALVE LAM LAMINATED SECT SECTION C21 STA 200 +50 TO STA 210 +00 CW CY COLD WATER CUBIC YARD LAT LAV LATERAL LAVATORY SERV SERVICE CONCRETE DEMOLITION ITEMS C22 TEMPORARY CONSTRUCTION ENTRANCE AT OLD SALISBURY ROAD LB POUND /LINE BACK SEW SEWER LF LINEAR FEET SF SQUARE FEET C23 STA 210 +00 TO STA 220 +00 DC DIRECT CURRENT LG LL LONG LIVE LOAD SHT SI SHEET SQUARE INCH ROCK CENTER LINE C24 STA 220 +00 TO STA 230 +00 DET DETAIL LLH LONG LEG HORIZONTAL SIM SIMILAR C25 STA 230 +00 TO STA 239 +10.28 DF DIA ( ?) DRINKING FOUNTAIN DIAMETER LLV LONG LEG VERTICAL Si SPEC STEEL JOIST SPECIFICATION -- MATCH LINE C26 CONNECTION DETAILS DIAG DIAGONAL LOC LIMITS OF CONSTRUCTION SQ SQUARE WATER SURFACE DIM DIMENSION LOD LIMITS OF DISTURBANCE SS SANITARY SEWER DIVERSION BOX STRUCTURE DIP DUCTILE IRON PIPE LP LPT LIGHT POLE LOW POINT SST STAINLESS STEEL SF SILT FENCE C27 PLANS AND SECTIONS DITCH DISCHARGE LT LIGHT ST STREET � GRATING ST DI ST DISTRIBUTION LTG LIGHTING STA STATION SF/TPF SILT FENCE WITH TREE PROTECTION FENCE DOUBLE JOIST LVR LOUVER STD STANDARD CONTRACT 2 DL DEAD LOAD LWL LOW WATER LEVEL STG STORAGE DN DOWN STIR STIRRUP vvvvv CHECKERED PLATE TPF TREE PROTECTION FENCE DWG# DESCRIPTION DOZ DOZEN STL STEEL v v v v v DR DOOR STIR STRUCTURAL FIDDLERS CREEK LINES TO CORN PRODUCTS TIE -IN DWG DRAWING MAINT MATL MAINTENANCE MATERIAL SUB SUBSTITUTE TEMPORARY CONSTRUCTION EASEMENT C28 STA 0 +00 TO STA 10 +00 DWL DOWEL MAX MAXIMUM SUP SUPPLY MECH MECHANICAL SUPT SUPERINTENDENT C29 STA 10 +00 TO STA 20 +00 MEMB MEMBRANE SUR SURFACE SECTION AND DETAIL KEYING E EAST /EASEMENT MET METAL SUSP SUSPENDED C30 STA 20 +00 TO STA 30 +00 EA EACH SW SWITCH MFR MANUFACTURER ECC EF ECCENTRIC EACH FACE MG MILLION GALLONS PER DAY SWBD SWD SWITCHBOARD SIDE WATER DEPTH DRAWINGS ARE CROSS REFERENCED IN THE FOLLOWING METHOD: DWG# DESCRIPTION MGD EFF EIP EFFLUENT EXIST IRON PIPE MH MANHOLE SYM SYMMETRIC AL (A) A SECTION CUT ON DRAWING A3 IS IDENTIFIED AS FOLLOWS: NORTH FIDDLERS CREEK OUTFALL EL OR ELEV ELEVATION MIN MISC MINIMUM MISCELLANEOUS SECTION LETTER C31 STA 30 +00 TO STA 40 +00 ELEC ELL ELECTRIC /ELECTRICAL ELBOW MJ MECHANICAL JOINT A DRAWING WHERE SECTION IS SHOWN MLDG MOLDING A6 C32 STA 40 +00 TO STA 50 +00 ENGR ENT ENGINEER ENTRANCE MO MASONRY OPENING c33 STA 50 +0o To STA 60 +00 ENT EDGE OF GRAVEL MOD MODIFY /MODIFIED (B) THE SECTION SHOWN ON DRAWING A6 IS IDENTIFIED AS FOLLOWS: EOP EDGE OF PAVEMENT MON MONUMENT C34 STA 60 +00 TO STA 66 +40 EQ EQUAL MOT MOTOR SECTION LETTER EQPT EQUIPMENT MTD MTG MOUNTED MOUNTING A3 DRAWING FROM WHERE SECTION WAS TAKEN DWG# DESCRIPTION EW EACH WAY MULT MULTIPLE EX EXISTING WESTON OUTFALL UPSTREAM OF FLOW METER 5 EXC EXCAVATE DETAILS ARE CROSS REFERENCED IN A SIMILAR MANNER, EXCEPT DETAILS EXH EXHAUST N NORTH ARE IDENTIFIED BY A SQUARE WITH A NUMBER IN THE UPPER HALF. C35 STA 0 +00 TO STA 10 +00 EXP EXT EXPANSION EXTERIOR NA NOT APPLICABLE STANDARD DETAILS ARE REFERENCED BY A UNIQUE SEVEN DIGIT NUMBER C36 STA 10 +00 TO STA 20 +00 NF NIC NEAR FACE NOT IN CONTRACT AND ARE SHOWN ON THE CONTRACT DRAWINGS BY ONE OF TWO METHODS: C37 STA 20 +00 TO STA 22 +13.52 FAB FABRICATE NO NUMBER 'I , cnln 1509203 REFERENCED ITEM-ii C38 CONNECTION DETAILS F& C FRAME AND COVER NOM NPW NOMINAL NON POTABLE WATER I L C39 CONNECTION DETAIL F& G FRAME AND GRATE NTS NOT TO SCALE OR: FC FLUSHING CONNECTION r SEE 15D92D3 ITEM-ii DIVERSION BOX STRUCTURE FD FLOOR DRAIN LREFERENCED C40 PLANS AND SECTIONS FDN FOUNDATION STANDARD DETAILS ARE COMPILED IN APPROXIMATE NUMERICAL ORDER IN FE FIRE EXTINGUISHER THE BACK OF THE CONTRACT DRAWINGS ON THE D* DRAWINGS. ASV Winston ■ Forsyth County THE SCALE BAR DATE OCTOBER 2014 DESIGNED HLF GWF DRAWN CHECKED • �N CARo O� �� ) ° SS1041 �9 SEAS ZEN AND AV�►�YER -Salem * � i * Ci /County Ut�l�t�e Water • Sewer • Solid Waste Disposal GENERAL LEGEND, ABBREVIATIONS AND MEASURES INCH LONG ON NUMBER JOB 32245 -000 CONTRACT DRAWING ASV 025221 Environmental Engineers & Scientists THE ORIGINAL NUMBER NUMBER PROJ. ENGR. � F N� � NGIEF- � o�Fw �P 4944 Parkway Plaza Blvd, Suite 375, Charlotte, North Carolina 28211 SOUTH FORK IMPROVEMENTS PROGRAM INDEX OF DRAWINGS DRAWING. 1 & Z X1 SHEET OF 1 REGULATORY APPROVAL 4 14 His S NO. ISSUED FOR DATE BY APPROVED ►i LLJ I� 0 J 0 LU Iz CH Cl 2 0 0 � {c TEMPORARY CONSTRUCTI N ENTRANCE /EXIT, SEE ' C1 DETAIL 0257701 1 k Q� o 0 CONTRACTOR TO ACCESS PROJECT SITE FROM MUDDY CREEK WWTP SITE COORDINATE WITH OWNER 1 REGULATORY APPROVAL NO. ISSUED FOR i I I i °a 9 o o! g 10 z 0 G 3 x00 6 r tK C3 DESIGNED ASV DRAWN HLF /GWF CHECKED PROJ. ENGR. ASV 4/14 H & S DATE BY APPROVED SOUTH FORK V\\\\--A4 MUDDY CREEK 14 N N I 16 11 12 13 C10�C10A �' 10 00 ell 15 C�JA 8 + �- �.. _ SOUTH FORK GRAVITY PIPELINE PLAN 1 ° =600' PLAN 1 ° =600' CAY �SSIG�9�� SEAL 025221 �ifi FNGINEF -� �, S AR£ READ SOUTH FORK MUDDY CREEK MUDDY CREEK WWTP / TO SOUTH FORK PS L PEOUTH FORK .:_/■ PIPEUVE H SOUTH FORK PS TO SIPHON MH MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suite 375, Charlotte, III Carolina 28211 � N FA TEMPORARY CONSTRUCTION ENTRANCE/EXIT, SEE DETAIL 0257701 Winston -Salem • Forsyth County i County Utilities Wader -Sewer •Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM IX49IR "M PARCEL # OWNER PIN /PARCEL # Q1 CITY OF WINSTON -SALEM 6801 -59 -6298 H & S JOB NUMBER 32245 -000 QWAKE FOREST UNIVERSITY 6802 -62 -9743 2 HEALTH SCIENCES NUMBER DRAWING. QALBERT LEE HEGE 6802 -82 -1770 3 ROBYN H. HEGE Q4 JEANNA G. POWELL 6802 -82 -4689 Q EDDIE WAYNE LAWSON 6802 -83 -7135 CAROLYN SUE LAWSON QWATSON GRAY FULTZ 6802 -93 -1352 6 PATRICIA M. FULTZ Q LEE JAMES 6812 -04 -1523 7DONALD JUDY J. COCKERHAM QTIMOTHY W. HARMON 6812 -04 -4455 8 JANET SINK HARMON Q9 MARTHA S. THOMAS 6812 -14 -1208 10 LORETTA S. SHORE 6812 -14 -8208 JAMES C. STALLINGS II 6812 -24 -2730 11 DANA L. STALLINGS 12 AILEEN MILLER 6812 -35 -9518 WIN STON- SALEM /FORSYTH COUNTY 6812 -34 -5593 13 BOARD OF EDUCATION 6812 -33 -7963 6812 -44 -0009 14 CITY OF WINSTON -SALEM 6812 -43 -5861 6812 -43 -7699 15 DONALD HEATH TRENT 6812 -53 -2669 WINSTON- SALEM /FORSYTH COUNTY 6812 -54 -6872 16 BOARD OF EDUCATION HUBBARD REALITY OF 6812 -73 -6147 17 WINSTON- SALEM, INC. JOHNNY L. MORGAN 6812 -83 -6276 18 SHARLETTE D. MORGAN RONALD BREWER 6812 -93 -2894 19 BRENDA B. BREWER 20 JRT DEVELOPERS, INC. 6822 -03 -2539 21 BARBARA WALKER 6822 -03 -3748 WILBERT B. SAMUEL, JR. 6822 -03 -4801 22 AND GRACE H. SAMUEL HUBBARD REALITY OF 6822 -24 -0678 23 WINSTON- SALEM, INC. NORTH CAROLINA DEPARTMENT 6822 -35 -5834 24 OF TRANSPORTATION AGREENHOUSE ROAD, LLC. 6822 -46 -4207 DAVID C. BARROWMAN 6822 -46 -6879 26 PATRICIA J. BARROWMAN ADAVID BARROWMAN 6822 -47 -9234 6822 -57 -0179 PHILLIP C. FISHEL, JR. 6822 -48 -8122 28 BRENDA PHILLIPS FISHEL 29 BETTY HARRIS WEATHERMAN 6822 -57 -8877 30 MICHAEL A. SPACH 6822 -67 -6427 GENERAL OVERALL DRAWING LAYOUT MUDDY CREEK WWTP TO SOUTH FORK PS & SOUTH FORK PS TO SIPHON MH 6DO' 3DO' 0 600' 1' =600' THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW MEASURES ONE H & S JOB NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 X2 SHEET OF ►i 1'f 0 Q w 11121� 1 REGULATORY APPROVAL NO. ISSUED FOR �0 DESIGNED ASV DRAWN HLF /GWF CHECKED PROD. ENGR. ASV 4/14 H & S DATE BY APPROVED FRATERNITY CHURCH R C14 13 00 14 + J I� s 15 + 0 CARO� SEAL 025221 �ifi FNGINEF -� �, S PLAN 1 '' =600' FLOOD PLAIN d. PLAN 1 '' =600' LNE, / SOUTH FORK PS TO SIPHON MH SOUTH FORK MUDDY CREEK MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suite 375, Charlotte, North Carolina 28211 c2 \f i i i\ �— i i 1i 1� iu cz5 � — \9 38 ff 11111 11111 ♦.`11111 COUTH FORK Winston -Salem • Forsyth County �c1 i County Utilities Wader -Sewer •Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM r zili� i { GENERAL FEMA 100 YEAR FLOOD PLAIN MUDDY CREEK WWTP TO SOUTH FORK PS & SOUTH FORK PS TO SIPHON MH 600' 300' 0 600, 1' =600' THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 X3 SHEET OF ►i 1'f 0 Q w WESTON OUTFALL UPSTREAM OF FLOW METER 5 — OVERDALE ROAD J Q L 0 0 _r (P_: DESIGNED ASV DRAWN HLF /GWF CHECKED PROD. ENGR. ASV 1 REGULATORY APPROVAL 4/14 H & S NO. ISSUED FOR DATE BY APPROVED NORTH FIDDLERS CREEK OUTFALL CARO� �SSIG�9�� SEAL 025221 �ifi FNGINEF -� �, \Fw S Z O Z O I'- T� 0 OLD MILWAUKEE LN _ . CMQL II5 FEMA 100YR FLOOD PLAIN PLAN 1 ° =3001 MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suite 375, Charlotte, North Carolina 28211 r __/ FT � III / LAKEWOOD VALLEY DR FIDDLERS CREEK LINES J TO CORN PRODUCTS �a Winston -Salem • Forsyth County i County Utilities �c Wader -Sewer •Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM r 1 " =300' GENERAL FEMA 100 YEAR FLOOD PLAIN FIDDLERS CREEK LINES TO CORN PRODUCTS, NORTH FIDDLERS CREEK OUTFALL & WESTON OUTFALL UPSTREAM OF FLOW METER 5 THE SCALE BAR SHOWN BELOW MEASURES ONE DATE OCTOBER 2014 H & S JOB NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 2 X5 SHEET OF 1'f 0 Q w 01� ON 52 s� �o �o l I 10 WESTON OUTFALL UPSTREAM OF FLOW METER 5 — OVERDALE ROAD 1 M U x J Q Ljj Q /O V 2 7 co U k00 V �x - L 1 1\ 0 �o 0 (jT00 IZ ilf 22 +14 �QO P ��O G`Lo' O � XO NORTH FIDDLERS CREEK OUTFALL DESIGNED ASV DRAWN HLF /GWF CHECKED PROJ. ENGR. ASV 1 REGULATORY APPROVAL 4/14 H &C-, N0. I ISSUED FOR DATE BY I APPROVED y�� \s� �F 2 2 TEMPORARY CONSTRUCTION ENTRANCE /EXIT, SEE DETAIL 0257701 3 Mao X30 1 OLD MILWAUKEE LN SOUTH FORK GRAVITY PIPEUNE X31 RS NOR(H av� All 5 CREEK OVC 5 CREEK F1D�� 66M1 PRO 9,0 0 �o Z 0 CAR07/- S Slo�9r SEAS 025221 �ifi FNGIN`cF -� �C, \Fw S, 4� +�0 SHADY LANE DR Q C C >> Q Of 5 C32 I� 0 W J W Q PLAN 1 ° =300, MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suite 375, Charlotte, North Carolina 28211 5000 W O! W TEMPORARY CONSTRUCTION ENTRANCE /EXIT, SEE DETAIL 0257701 7 WE 0 z 0 n Y U Q- 0 cn CD z D_ fJ') O OWNER PIN /PARCEL # r 2M ASSOCIATES, LLC. 5833 o CONTRACT Q2 M X_ 6833 � D -3455 Z CORN PRODUCTS INTERNATIONAL, INC. D O -5631, 6833 -61 -9702 Z Q4 RAMEY PROPERTIES, LLC 6833 O D AMERICAN NATIONAL CAN COMPANY 6833 O -9599, 6833 -71 -9981 QMARTHA FDDLERS CREEK UNES TO CORN PRODUCTS Winston -Salem Forsyth County 1 County Utilities CWater - Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM PROPERTY OWNERS PARCEL # OWNER PIN /PARCEL # Q1 2M ASSOCIATES, LLC. 5833 -51 -1695 CONTRACT Q2 SOUTH MAIN PROPERTIES, LLC. 6833 -50 -3455 Q3 CORN PRODUCTS INTERNATIONAL, INC. 5833 -62 -5631, 6833 -61 -9702 HUBBARD REALTY OF WINSTON- SALEM, INC. Q4 RAMEY PROPERTIES, LLC 6833 -71 -4153 Q5 AMERICAN NATIONAL CAN COMPANY 6833 -72 -9599, 6833 -71 -9981 QMARTHA LENTZ AND SARAH LENTZ GOFF 6833 -82 -7921 Q7 THE SHADOW GROUP, LLC 6833 -93 -5541 Q8 TAMMY BARNEYCASTLE WEBSTER 6843 -03 -0365 Q9 THE SHADOW GROUP, LLC 6843 -03 -3446 10 LARCO CONSTRUCTION 6833 -43 -5224 11 OVERDALE HOLDINGS, INC. 6833 -42 -9505 M 8 R., GENERAL OVERALL DRAWING LAYOUT FIDDLERS CREEK LINES TO CORN PRODUCTS, NORTH FIDDLERS CREEK OUTFALL & WESTON OUTFALL UPSTREAM OF FLOW METER 5 THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW MEASURES ONE H & S JOB NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 2 X4 SHEET OF LU w 0 Q w d GENERAL AND EROSION CONTROL NOTES: 1. A MINIMUM OF ONE WEEK PRIOR TO THE BEGINNING OF ANY CITY WATER AND /OR SANITARY SEWER WORK, CONTACT WINSTON -SALEM / FORSYTH COUNTY UTILITIES PROJECT MANAGER, NICHOLAS SEEBA, AT 336- 734 -1461. 2. WHERE SANITARY SEWERS AND WATER LINES ARE ENCOUNTERED, THE CONTRACTOR SHALL USE CARE IN WORKING AROUND OR NEAR THEM. IF AN EXISTING SEWER OR WATER LINE IS DAMAGED, THE CONTRACTOR SHALL IMMEDIATELY REPORT THE PROBLEM TO WINSTON -SALEM / FORSYTH COUNTY PUBLIC UTILITIES AND REPLACE THE SEWER OR WATER LINE WITH CLASS 350 DUCTILE IRON PIPE. 3. THE CONTRACTOR SHALL REPLACE A MINIMUM OF 18 FEET OF SANITARY SEWER AND /OR WATER LINE WITH CLASS 350 DUCTILE IRON PIPE WHEN ANY OF THE MINIMUM SEPARATION DISTANCES OUTLINED IN THE SPECIAL PROVISIONS FOR THIS PROJECT ARE NOT MET. 4. WATER AND SEWER MAINS ARE TO REMAIN ACTIVE DURING CONSTRUCTION. IF THIS IS NOT POSSIBLE, THE CONTRACTOR SHALL FOLLOW WINSTON -SALEM / FORSYTH COUNTY PUBLIC UTILITIES PROCEDURES AS OUTLINED IN THE DESIGN MANUAL AND SPECIAL PROVISIONS REGARDING OUTAGES, TEMPORARY WATER SERVICE AND BYPASS SEWER PUMPING. WATER, SEWER, AND GAS MAINS WERE SOFTDUG TO DETERMINE APPROXIMATE DEPTH. 5. ALL WORK SHALL COMPLY WITH CONTRACT DOCUMENTS AND THE SPECIAL PROVISIONS THEREIN. CONTRACT DOCUMENTS SUPERCEDE WINSTON -SALEM / FORSYTH COUNTY PUBLIC UTILITIES DESIGN STANDARDS. 6. CONTRACTOR SHALL CONTACT THE LOCAL PUBLIC UTILITIES LOCATING SERVICE TO LOCATE UTILITIES IN THE AREA PRIOR TO ANY EXCAVATION. NOT ALL EXISTING UTILITIES ARE SHOWN ON THE DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, WHETHER SHOWN OR NOT, AND REPAIRING ALL DAMAGE TO UTILITIES AT HIS OWN EXPENSE. CONTACT NC ONE CALL AT 811 OR 800 - 632 -4949. 7. THE TOPOGRAPHIC MAPS WERE PREPARED FROM AN AERIAL SURVEY - CONTOUR INTERVAL OF 1 FOOT. GRID SYSTEM AND COORDINATES ARE INC STATE PLANE COORDINATE SYSTEM (1983 DATUM) AND VERTICAL DATUM ARE NAVD 88. 8. CONTRACTOR IS RESPONSIBLE FOR PROCURING ALL MOBILIZATION, STORAGE, AND STAGING AREAS AS WELL AS ACCESS TO ANY CONSTRUCTION SITES WITHIN TEMPORARY AND PERMANENT WINSTON -SALEM / FORSYTH COUNTY PUBLIC UTILITIES RIGHT -OF -WAYS NOT ALREADY ACQUIRED. EROSION CONTROL DEVICES SHALL BE INSTALLED AND MAINTAINED AT ALL WORK SITES, STAGING AREAS, AND OFF SITE SPOIL AREAS. CONTRACTOR SHALL FOLLOW ALL LOCAL REGULATIONS REGARDING THE WORK, INCLUDING KEEPING MUD AND DIRT OFF OF PRIVATE ENTRANCES, AND REHABILITATING STAGING, STORAGE OR STOCKPILING AREAS TO EQUAL OR BETTER THAN EXISTING CONDITION. CONTRACTOR SHALL TAKE ALL REASONABLE MEASURES TO PREVENT TRACKING MUD /SOIL ON ADJACENT ROADWAYS. ANY MUD /SOIL TRACKED ON ROADWAYS SHALL BE CLEANED DAILY. FOLLOWING COMPLETION OF CONSTRUCTION, RESTORE ALL CONSTRUCTION SITE ACCESS AREAS TO A CONDITION EQUAL TO OR BETTER THAN ORIGINAL. FOLLOWING COMPLETION OF CONSTRUCTION, RESTORE ALL CONSTRUCTION SITE ACCESS AREAS TO A CONDITION EQUAL TO OR BETTER THAN ORIGINAL. 9. EROSION AND SEDIMENTATION CONTROL FACILITIES SHALL BE INSTALLED PRIOR TO CLEARING OR PERFORMING EXCAVATION IN ANY AREA. EROSION CONTROL FACILITIES SHALL BE MAINTAINED DURING WORK AND SHALL BE REMOVED WHEN WORK IS COMPLETED AND ENGINEER AUTHORIZES REMOVAL. TEMPORARY SEEDING AND MULCHING SHALL BE PERFORMED AS SPECIFIED IN SECTION 02276 - EROSION AND SEDIMENTATION CONTROL. 10, SOIL EXPLORATION WORK WAS PERFORMED BY S & ME. SOILS EXPLORATION WORK IS SOLELY TO ASSIST BIDDERS IN ASSESSING THE NATURE AND EXTENT OF TESTING PROCEDURES REQUIRED TO MAKE THEIR OWN DETERMINATION OF ACTUAL SUBSURFACE CONDITIONS THAT WILL BE ENCOUNTERED DURING THE COURSE OF THE WORK. NO REPRESENTATION IS MADE OR WILL BE GIVEN BY THE ENGINEER CONCERNING ACTUAL CONDITIONS THAT WILL BE ENCOUNTERED. ALL BIDDERS ARE DIRECTED PRIOR TO BIDDING TO CONDUCT ALL INVESTIGATIONS AND TESTING THEY DEEM NECESSARY TO ARRIVE AT THEIR OWN CONCLUSIONS REGARDING SUCH CONDITIONS. SOIL BORING PROFILE ELEVATIONS ARE APPROXIMATE. 11, ALL AREAS WITH OPEN EXCAVATIONS, OPEN VAULTS OR MANHOLES, OR EQUIPMENT SHALL BE FENCED WITH TEMPORARY SAFETY FENCING AT LEAST 4 FEET HIGH AT END OF EACH WORK DAY. 12. WHEN DEWATERING BORE PITS AND TRENCHES, TURBID WATER SHALL BE PUMPED THROUGH A FILTER BAG. 13, INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA AND ADJACENT AREAS AND REQUIRED UNTIL THE SITE IS FULLY STABILIZED. 14, ADDITIONAL SILT FENCE AND SILT FENCE STONE OUTLETS MAY BE REQUIRED BASED ON FIELD CONDITIONS AS APPROVED BY ENGINEER. 15. ANY LAND CORNER, PROPERTY MONUMENTATION, OR BENCHMARK WITHIN THE LIMITS OF CONSTRUCTION SHALL BE PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING DESTROYED, THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY. ANY CORNER MONUMENT DISTURBED OR DESTROYED SHALL BE RESET BY A PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF NC AT THE CONTRACTORS EXPENSE. CONTRACTOR TO PROTECT OR REPLACE NCDOT RIGHT -OF -WAY MARKERS OR MONUMENTS PER NCDOT 806.01. 16. CONTACT THE PROJECT ENGINEER IMMEDIATELY REGARDING ANY CONFLICTS THAT ARISE DURING CONSTRUCTION OF WORK SHOWN ON THE DRAWINGS. 17. THE CONTRACTOR SHALL ADHERE TO ALL CONDITIONS AND REQUIREMENTS OF ALL PERMITS THAT HAVE BEEN OBTAINED AND ALL AVAILABLE LOCAL, STATE AND FEDERAL REGULATIONS. SEE CONTRACT SPECIFICATIONS. 18. FOR ALL TIE -IN PIPING OR CROSSINGS, CONTRACTOR SHALL VERIFY ALL EXISTING PIPELINE ELEVATIONS, LOCATIONS, DIAMETERS, AND MATERIALS PRIOR TO SHOP DRAWING SUBMITTALS, NOTIFYING THE ENGINEER OF ANY CONFLICTS. 19. ALL DRIVEWAYS, DRAIN PIPES, AND HEADWALLS SHALL BE RESTORED TO EQUAL OR BETTER THAN EXISTING CONDITION, IN BOTH NEW AND EXISTING RIGHTS -OF -WAY AND WITHIN ANY TEMPORARY EASEMENT AREAS. ANY STRUCTURES OR DRIVEWAYS DISTURBED OUTSIDE THE RIGHT -OF -WAY OR EASEMENT SHALL ALSO BE FULLY RESTORED AT NO COST TO THE PROPERTY OWNER OR PROJECT OWNER. 20. CONTRACTOR SHALL PROTECT ALL DRAIN CULVERTS DURING CONSTRUCTION. EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL DISTURBED AREAS ARE STABILIZED WITH GROUND COVER SUFFICIENT TO RETAIN EROSION. MEASURES SHALL BE REMOVED WHEN WORK IS COMPLETED AND ENGINEER AUTHORIZES REMOVAL. 21. PROVIDE TEMPORARY DITCH LINING FOR DISTURBED DITCHES OR OTHER AREAS OF CONCENTRATED FLOW WHERE SLOPE IS GREATER THAN 2 %. 1 REGULATORY APPROVAL N0, ISSUED FOR 4/14 H & S DATE BY DESIGNED - DRAWN CHECKED - PROJ. ENGR. APPROVED ASV H LF /G WF ASV 22. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING SITE ACCESSIBLE FOR EMERGENCY VEHICLES AT ALL TIMES. 23. CONTRACTOR TO EXCAVATE AND DETERMINE ELEVATION OF ALL KNOWN CONFLICTS AT LEAST 1000 FEET AHEAD OF PIPE OR CASING INSTALLATION. 24. CLASS B CONCRETE MIX DESIGN SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 250D psi. 25. GROUT INJECTION POINTS SHALL BE NO MORE THAN 100 -FT MAX. 26. DISTURBANCE SHALL BE LIMITED TO THE TEMPORARY AND PERMANENT CITY OF WINSTON -SALEM / FORSYTH COUNTY PUBLIC UTILITIES EASEMENTS, AREAS FOR WHICH ENCROACHMENT AGREEMENTS HAVE BEEN OBTAINED AND STAGING AREAS PROCURED BY THE CONTRACTOR. CONTRACTOR SHALL REMOVE ALL TREES WITHIN THE LIMITS OF THE CONSTRUCTION EXCEPT WHERE TREE PROTECTION IS SHOWN ON THE DRAWINGS. 27. LIMITS OF CONSTRUCTION (LOC) TO BE EDGE OF TEMPORARY CONSTRUCTION EASEMENT (TCE), EDGE OF PAVEMENT (EOP) OR SILT FENCE LINE (OPEN AREAS) AS INDICATED ON INDIVIDUAL DRAWINGS. 28. LIMITS OF DISTURBANCE FOR THIS PROJECT IS APPROXIMATELY 53 ACRES. BLOCK 1 DISTURBS 28 ACRES; BLOCK 2 DISTURBS 25 ACRES. 29. SURVEY DATED FEBRUARY 18, 2013 BY ALLIED ASSOCIATES, P.A. LEWIS MOORE, P.L.S. ALLIED ASSOCIATES, P.A. 4720 KESTER MILL ROAD WINSTON- SALEM, NC 27103 (336) 765 -2377 30. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY WASTEWATER SPILLS THAT OCCUR DURING CONSTRUCTION AND ASSOCIATED FINES FROM REGULATORY AGENCIES. 31. CONTRACTOR TO PROVIDE BYPASS PUMPING AS NEEDED. COORDINATE FLOW REQUIREMENTS WITH WINSTON -SALEM / FORSYTH COUNTY PUBLIC UTILITIES. 32. ELEVATIONS AND GRADES SHOWN WITHIN THESE CONTRACT DRAWINGS ARE CRITICAL TO THIS SEWER INSTALLATION. CONTRACTORS REGISTERED LAND SURVEYOR SHALL VERIFY LINES AND GRADES THROUGHOUT THE INSTALLATION PROCESS. 33. REPLACE ALL EXISTING FENCES IMMEDIATELY AFTER CONSTRUCTION HAS CLEARED THE FENCE LINE, TEMPORARY FENCES THAT PROVIDE EQUAL SECURITY SHALL BE ERECTED UNTIL THE EXISTING FENCE LINE CAN BE RESET. 34, WHEN CROSSING OR OPERATING EQUIPMENT OVER EXISTING SEWERS, CONTRACTOR SHALL PROTECT ALL EXISTING FACILITIES. THIS MAY INCLUDE INSTALLING ADDITIONAL GRAVEL A MIN OF 24° TO DISTRIBUTE LOADS. NO EXCAVATED MATERIAL TO BE STORED ON TOP OF EXISTING SEWERS. 35. CONTRACTOR SHALL LIMIT ACCESS TO EXISTING RIGHT -OF -WAYS AND TEMPORARY CONSTRUCTION EASEMENTS. A MAP OF OWNERS EXISTING ACCESS POINTS MAY BE OBTAINED FROM OWNER AT CONTRACTORS REQUEST. 36. ALL EXISTING PIPE AND MANHOLES REMOVED FROM SERVICE SHALL BE LEGALLY DISPOSED OF OFF SITE UNLESS SHOWN ON THE PLANS TO BE ABANDONED IN PLACE. 37. EXISTING GRAVITY SEWERS TO BE REMOVED SUSPECTED TO BE RCP. REMOVAL OF OTHER PIPE MATERIALS ENCOUNTERED SHALL BE AT NO ADDITIONAL COST TO OWNER. 38. CONTRACTOR SHALL PROTECT EXISTING LIVESTOCK BY MAINTAINING EXISTING FENCING REMOVED OR REPLACED FOR CONSTRUCTION. 39. ONCE CONSTRUCTION AT STREAM CROSSINGS ARE COMPLETED, INSTALL SILT FENCE AND /OR ADDITIONAL MEASURES ADJACENT TO THE STREAM BANK UNTIL THE AREA IS STABILIZED. C A RD� = Q�6 ESS1041_ �v SEAL 025221 WETLANDS REQUIREMENTS 1, FOR PIPELINE INSTALLATION IN WETLANDS, MEASURES TO MINIMIZE IMPACTS SHALL BE IMPLEMENTED. REMOVE THE TOP 12- INCHES OF TOPSOIL PRIOR TO EXCAVATION AND STOCKPILE. FOLLOWING TRENCH BACKFILL, PLACE TOPSOIL BACK AND SEED ACCORDING TO THE SEEDING SCHEDULE. CONTRACTOR WILL BE REQUIRED TO SEED WETLANDS AREA WITHIN 14 DAYS OF COMPLETING DISTURBANCE. 2. ANTI - SEEPAGE COLLARS SHALL BE PLACED AROUND THE PIPE ON EITHER SIDE OF THE WETLAND. INSTALLATION SHALL FOLLOW USAGE NATIONWIDE 12 REQUIREMENTS. 3. BANKS OF CREEKS SHALL BE STABILIZED WITH VEGETATIVE MATTING AND LIVE STAKES SHALL BE INSTALLED. 4. NO NET FILL ADDED OR REMOVED FROM THE WETLANDS AREAS. 5. SEDIMENT CONTROL FENCES TO BORDER LIMITS OF DISTURBANCE, AS SHOWN. INSTALL DOUBLE ROW OF SILT FENCE WHERE INDICATED 6. DRAINAGE DITCHES INDICATED AS WETLANDS SHALL BE RECONSTRUCTED TO THEIR ORIGINAL CONTOURS, SEEDED IN ACCORDANCE AS NOTED ABOVE AND STABILIZED WITH SURFACE EROSION CONTROL MATTING, STAPLED TO THE SURFACE. SOIL EROSION MEASURES WILL BE INSTALLED TO PREVENT SCOURING OF THE DITCH DURING CONSTRUCTION. SEE DETAIL 0227023. 7. ANY DEWATERING WILL BE DISCHARGED EITHER INTO A SEDIMENTATION DEVICE OR A SILT BAG PRIOR TO DISCHARGE IN TO THE WETLANDS AREA. 8. SEE TECHNICAL SPECIFICATIONS FOR ADDITIONAL WETLANDS REQUIREMENTS. 9. THE CONTRACTOR SHALL CHECK WEATHER FORECAST AND CONFIRM NO PRECIPITATION FOR A MINIMUM OF THREE (3) DAYS PRIOR TO OR AFTER WETLAND CROSSINGS. 10. THE CONTRACTOR SHALL STABILIZE THE DISTURBED AREAS ADJACENT TO WETLANDS AND WATERS OF THE STATE IMMEDIATELY FOLLOWING INSTALLATION. SEQUENCE OF CONSTRUCTION 1. INSTALL EROSION CONTROL MEASURES AND CULVERT CROSSINGS. 2, CLEAR TEMPORARY AND PERMANENT EASEMENT AS NECESSARY FOR CONSTRUCTION. 4. REMOVE KNOCKOUT PANEL AT EXISTING DIVERSION STRUCTURE, INSTALL WATER TIGHT GASKET OR SLEEVE AND BEGIN LAYING NEW OUTFALL SEWER. 5. EXCAVATE, FURNISH, INSTALL, AND BACKFILL PROPOSED GRAVITY SEWER OUTFALL. 6. TEST ALL MANHOLES AND PIPE IN ACCORDANCE WITH CONTRACT DOCUMENTS. 7. INSTALL SEEDING /MULCH /MATTING ON ALL DISTURBED AREAS. DO NOT REMOVE EROSION CONTROL MEASURES AND TEMPORARY CULVERTS UNTIL GROUND COVER HAS BEEN ADEQUATELY ESTABLISHED. MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suife 375, Charlotte, North Carolina 28211 SEEDING SCHEDULE APPLICATION RATES IN POUNDS /ACRE SEED ** PLANTING 6.0# /ACRE DEERTONGUE MEASURES ONE STRAW INDIANGRASS (SORGHASTRUM NUTANS /LOMENTA) INCH LONG ON MIXTURE SEASON LIME* SEED FERTILIZER* MULCH TOPDRESSING* COMMENTS DRAWING. 2.5# /ACRE INDIAN WOODOATS 6.0# /ACRE VIRGINIA WILD RYE 5.0# /ACRE EASTERN BOTTLEBRUSH GRASS pW - PERMANENT WINTER SEEDING 2.5# /ACRE INDIAN WOODOATS USE CHANNEL OR DITCH LINING P APRIL 15 -JUNE 15 18 SEE SOIL 4000 SOIL TEST (WHERE SPECIFIED) TO COVER BOTTOM TW - TEMPORARY WINTER SEEDING BELOW TEST RYE (GRAIN) TS - OF DITCHES. SUMMER SEEDING 40# /ACRE BROWN TOP MILLET USE CHANNEL OR DITCH LINING PF AUG 15 -OCT 15 13.5 SEE SOIL 4000 SOIL TEST (WHERE SPECIFIED) TO COVER BOTTOM BELOW TEST OF DITCHES. USE CHANNEL OR DITCH LINING PW FEB 15 -MARCH 21 15.5 SEE SOIL 4000 SOIL TEST (WHERE SPECIFIED) TO COVER BOTTOM BELOW TEST OF DITCHES. TW JAN 1 -MAY 1 2000 120 750 -1 DOD 4000 N/A OVER SEED WITH TYPE P SEED MIXTURE DURING NEXT PLANTING SEASON TS MAY 1- AUGUST 15 2000 40 750 -1000 4000 N/A OVER SEED WITH TYPE P SEED MIXTURE DURING NEXT PLANTING SEASON TF AUGUST 16 -DEC 30 2000 120 750 -1000 4000 N/A OVER SEED WITH TYPE P SEED MIXTURE DURING NEXT PLANTING SEASON AUG 15 -APRIL 15 (RYEGRASS) SEED WETLAND AREAS WITHIN 14 DAYS W - 150 N/A 2000 N/A OF COMPLETING DISTURBANCE. NO MAY 15 - AUG 15 (BROWNTOP MILLET) FERTILIZER. * APPLICATION RATES AND /OR CHEMICAL ANALYSIS SHALL BE CONFIRMED OR ESTABLISHED BY SOIL TEST. ** SEED MIXTURES TO BE USED ON THE PROJECT SHALL BE AS FOLLOWS: P - PERMANENT SEEDING (TO EXTEND SPRING SEEDING DATES) SHOWN BELOW 6.0# /ACRE DEERTONGUE MEASURES ONE 7.0# /ACRE INDIANGRASS (SORGHASTRUM NUTANS /LOMENTA) INCH LONG ON 2.5# /ACRE SOFT RUSH 2.5 # /ACRE FOX SEDGE PF - PERMANENT FALL SEEDING DRAWING. 2.5# /ACRE INDIAN WOODOATS 6.0# /ACRE VIRGINIA WILD RYE 5.0# /ACRE EASTERN BOTTLEBRUSH GRASS pW - PERMANENT WINTER SEEDING 2.5# /ACRE INDIAN WOODOATS 2.5 # /ACRE SWEET WOODRED 3.5# /ACRE SWITCH GRASSES 7.0# /ACRE BIG BLUESTEM TW - TEMPORARY WINTER SEEDING 120 # /ACRE RYE (GRAIN) TS - TEMPORARY SUMMER SEEDING 40# /ACRE BROWN TOP MILLET TF - TEMPORARY FALL SEEDING 120 # /ACRE RYE (GRAIN) W - WETLAND SEEDING 75# /ACRE BROWN TOP MILLET 75# /ACRE ANNUAL RYEGRASS * ** APPLY ASPHALT AT A RATE OF 0.10 GAL. /YD2 (10 GAL /1,000 FT� TO TACK STRAW MULCH. Winston -Salem ■ Forsyth County �c i /County Utilities Water • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM GENERAL AND EROSION CONTROL NOTES THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 &2 X6 SHEET OF ►i LLI 0 a J 0 LLI IZ a tll ai s 700 3:x•,11 •:1 670 ••1 U +UU I +UU L +UU J +UU 4 +UU O +UU O +UU PROFILE HORZ: V=40' VERT: 1"=4' 0 STA THEE PROTECTION xG CITY OF WINSTON -SALEM \ PROPOSED 8' DIA FLAT TOP MANHOLE k FENCIE, TYP. PIN 6801 -59 -6298 \ RIM ELEV = 683.93 0227033R k DB 1341 PG 166 k� N 3 SSMH ID NO. 50567 REMOVE & REPLACE cc 1 N IM= 684.31 k po w INV 71.66 36" (N) INV OUT: 71.66 36 (S) ti TEMPORARY CONSTR TION PROPOSED 54" `" ENTRANCE /EXIT, SEED SANITARY SEWER X2 AND DETAIL 0257701 f �- cp2 T E (L Cn- � ?i1' ICE (000 x h a . e i FEMA FLOODWAY, SSMH (ID NO • .; RIM=684,04 INV INV ,. • • U�•iY.=V� N Q 1 REGULATORY APPROVAL N0, ISSUED FOR 675 FARY10J EA z T- ► �� - -- -771 / • r� • •) IWI �. •. Al Pon ��•�� • INS • •1• .� �� :� // M, �� ♦ .rte 700 690 STREAM CROSSING _RT, . 2/D5 MP SD © 2.50% S 3 680 WIN ••1 N /1 10+00 DIP (STONE) 8' 'T} FLAT T P MANHOLE LEVi - 684:15 / SMH ID N0. 50566 686.49 IN: 672.28\ \ WT —572.2 ti T8 Z 88) k o � � rn \ r' � I 0 ;Jl k U? k o� 6 SOUTH l,� \ Y CREEK 0 K MU �� 0) k cb v 0) °� v N 0, \\ WAKE FOREST UNIVERSITY k� co HEALTH SCIENCES\ X k M 0) w PIN 6802 -71 -5081 DB 2263 PG 462 -A v c,,, PLAN 1 " =40' DESIGNED ASV DRAWN HLF /GWF CHECKED PROJ. ENGR. ASV 4/14 H & S DATE BY APPROVED CAR = Q�6 - SS1041- SEAL MZEN AND SAWYER 025221 Environmental Engineers & Scientists FNCIN' 4944 Parkway Plaza Blvd, Suite 375, Charlotte, North Carolina 28211 W S, \ P I-SEEP COLLAR Winston -Salem ■ Forsyth County i /County Utilities Water • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM Cn Cn k n- CP Ux .STORM � . . 1okp0 SAP - FEMA 100 -YEAR FLOODPLAIN, TYP. �. 6 is WAKE FOREST UNIVERSITY HEALTH SCIENCES \ PIN 6802 -62 -9743 D8 2263 PG 462 1 a TEMPORARI* ST M CROSSING \ k ITH CULVE S DETAIL /D6 20 LF 36" CMP SD © 2.50% INV IN: 681.8 i INV OUT: 681.3 GG -O Oak m 40 20 0 40' 111=401-01 MUDDY CREEK WWTP TO SOUTH FORK PS PLAN AND PROFILE STA 0 +38.20 TO STA 10 +00 EROSION CONTROL PLAN APPROVED GRADING PERMIT REQUIRED PRIOR TO LAND DISTURBING CITY OF WINSTON -SALEM PERMIT NUMBER WATER CFWFR DATE Approval of these water & sanitary sewer plans does not constitute approval for construction. Approval of construction must be in formal written aggreement. Failure to obtain such agreement prior to beginning of construction will relieve the City of any financial participation in this project whatsoever. CITY OF WINSTON -SALEM BY: UTILITY DESIGN APPROVED Water & Sewer Utilities Director Date Approval by the Utilities Director of the water and sewer infrastructure depicted in these plans does not constitute approval for any other purpose than that set forth in Section 64 of the Water System Policy and Section 36 of the Sewer System Policy of the City/County Utility Commission. To the extent other permits, licenses, permissions or the like must be obtained to complete this project, such are specifically not granted by this approval and must be obtained by the Developer and /or his designee. THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 C 1 SHEET OF W W Cc • 0- O �M a OR (i U WM i' o F N Q o Q p o 0- a in Q p U o °o �w�. - rn -�Ww to a N� I o Z N Q o W a N� 0- W W i VENT ELEV= 692.00 r� ao ^ �W in a co 00 o a LJ p o a II -w a o: in oo �o�' 0001 QO _ t 0OD t° o II _J_ W> a No w CL W in ��w 0--ix to FEMA 100YR BASE FLOOD ELEVATION PROPOSED DIVERSION I - U o STRUCTURE (BY OTHERS) S MH ID No. 50566 REM REPLACE o - TEMPORAR WITH CULV = 686.49 SSMH I N6. 51056 EM VE se EP EXISTING GRADE I VIN: 672.28 UT: 672.28 _II 36" (NE) 36" (S) SEE DETAII RIM 68 .31 INV OUT: 61.6 3" ( ) 4 20 LF 36" C INV IN: 681.! ' INV GUT:681 36 SS AND REPLACE) EX 36" SS (REMOVE AND REPLACE) (REMOVE AND REPLACE) EX (REMOVE 54" 00-10% 3 .19 54' 00.1 96 396.84 LF 398.24 LF 54 0.15:4 INV IN: 671.80 54" INV OUT.-671.79 54" IN: 672.19 NV OUT: 672.19 54" 54" INV INV IN: 671.44 (NGVD 29 INV IN: 672.16) CONTRACTOR SHALL REMOVE KNOCKOUT AND INSTALL AN APPROVED WATERTIGHT GASKET OR SLEEVE. THE ANNULAR SPACE AROUND THE PIPE AND MANHOLE SHALL BE CLOSED FROM INSIDE FACE TO OUTSIDE FACE OF MANHOLE WALL WITH AN APPROVED NON- SHRINK GROUT. RE -POUR BENCH AS REQUIRED TO ACCOMMODATE PROPOSED SEWER. TYP. UGER REFUSAL, U +UU I +UU L +UU J +UU 4 +UU O +UU O +UU PROFILE HORZ: V=40' VERT: 1"=4' 0 STA THEE PROTECTION xG CITY OF WINSTON -SALEM \ PROPOSED 8' DIA FLAT TOP MANHOLE k FENCIE, TYP. PIN 6801 -59 -6298 \ RIM ELEV = 683.93 0227033R k DB 1341 PG 166 k� N 3 SSMH ID NO. 50567 REMOVE & REPLACE cc 1 N IM= 684.31 k po w INV 71.66 36" (N) INV OUT: 71.66 36 (S) ti TEMPORARY CONSTR TION PROPOSED 54" `" ENTRANCE /EXIT, SEED SANITARY SEWER X2 AND DETAIL 0257701 f �- cp2 T E (L Cn- � ?i1' ICE (000 x h a . e i FEMA FLOODWAY, SSMH (ID NO • .; RIM=684,04 INV INV ,. • • U�•iY.=V� N Q 1 REGULATORY APPROVAL N0, ISSUED FOR 675 FARY10J EA z T- ► �� - -- -771 / • r� • •) IWI �. •. Al Pon ��•�� • INS • •1• .� �� :� // M, �� ♦ .rte 700 690 STREAM CROSSING _RT, . 2/D5 MP SD © 2.50% S 3 680 WIN ••1 N /1 10+00 DIP (STONE) 8' 'T} FLAT T P MANHOLE LEVi - 684:15 / SMH ID N0. 50566 686.49 IN: 672.28\ \ WT —572.2 ti T8 Z 88) k o � � rn \ r' � I 0 ;Jl k U? k o� 6 SOUTH l,� \ Y CREEK 0 K MU �� 0) k cb v 0) °� v N 0, \\ WAKE FOREST UNIVERSITY k� co HEALTH SCIENCES\ X k M 0) w PIN 6802 -71 -5081 DB 2263 PG 462 -A v c,,, PLAN 1 " =40' DESIGNED ASV DRAWN HLF /GWF CHECKED PROJ. ENGR. ASV 4/14 H & S DATE BY APPROVED CAR = Q�6 - SS1041- SEAL MZEN AND SAWYER 025221 Environmental Engineers & Scientists FNCIN' 4944 Parkway Plaza Blvd, Suite 375, Charlotte, North Carolina 28211 W S, \ P I-SEEP COLLAR Winston -Salem ■ Forsyth County i /County Utilities Water • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM Cn Cn k n- CP Ux .STORM � . . 1okp0 SAP - FEMA 100 -YEAR FLOODPLAIN, TYP. �. 6 is WAKE FOREST UNIVERSITY HEALTH SCIENCES \ PIN 6802 -62 -9743 D8 2263 PG 462 1 a TEMPORARI* ST M CROSSING \ k ITH CULVE S DETAIL /D6 20 LF 36" CMP SD © 2.50% INV IN: 681.8 i INV OUT: 681.3 GG -O Oak m 40 20 0 40' 111=401-01 MUDDY CREEK WWTP TO SOUTH FORK PS PLAN AND PROFILE STA 0 +38.20 TO STA 10 +00 EROSION CONTROL PLAN APPROVED GRADING PERMIT REQUIRED PRIOR TO LAND DISTURBING CITY OF WINSTON -SALEM PERMIT NUMBER WATER CFWFR DATE Approval of these water & sanitary sewer plans does not constitute approval for construction. Approval of construction must be in formal written aggreement. Failure to obtain such agreement prior to beginning of construction will relieve the City of any financial participation in this project whatsoever. CITY OF WINSTON -SALEM BY: UTILITY DESIGN APPROVED Water & Sewer Utilities Director Date Approval by the Utilities Director of the water and sewer infrastructure depicted in these plans does not constitute approval for any other purpose than that set forth in Section 64 of the Water System Policy and Section 36 of the Sewer System Policy of the City/County Utility Commission. To the extent other permits, licenses, permissions or the like must be obtained to complete this project, such are specifically not granted by this approval and must be obtained by the Developer and /or his designee. THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 C 1 SHEET OF W W Cc • d C d rn 700 i'1 No 11601111111111111 670 665 10- T FEMA FLOODkAY, TYP. x 682.8 x 68 iS rB-01A OI L BORING G 99%. 6R -, 12 +00 STA 11+79.47 PROPOSED 8� DIA F RIM ELEV = 68 *.E9 SSMH ID N0. 565 (REN RIM =684.3 INV IN: 2.85 36" (E) IN, UT: 672.82 36" (SW) PROFILE HORZ: 1"=40' VERT: I"=4' / A / WAKE FOREST UNIVERSITY HEALTH SCIENCES PIN 6802 -62 -9743 DB 2263 PG 462 MANHOLE 6829 20' TCE (LOC) 683. > 13 +00 EXIST ESMT (LOC)6g4.2 �- STABILIZED 0 15, r 15_ _ -x '"y.1 < 683.2 EXIST , E MENT .% x 6 83 1 x 3.2 682 > PROPOSED 54" _EX 36" SS SANITARY SEWER (REMOVE AND REPLACE) STA 15 +87.24 PROPOSED 8' DIA FLAT TOP MANH E RIM ELEV = 684.58 SSMH ID NO. 50564 REMOVE & x 682• RIM = 684.70 INV IN: 673.28 36" (E) k 684 1 INV OUT: 673.20 36" (W) • / • i . A .; ' ME I ``��-.��,�� 20' TCE (LOC) 17+00 FOR SILT FEN ago - - MUDDY CREEK • ....... _ �.� i ` • • •' • 6 •.f 107 WAI\\ SSMH (ID N0. 50561) (REMOVES & RER ACE) RIM= 686.54 INV IN: 673.94 36" (E) INV OUT: 673.89 36" (W) STA 19 +83.60 x FM�gPOSED 8' DIA FLAT TOP MANHOLE RIM ELEV = 686.2 - -- 684.1 683.9 S73' ~0' W � 396.36 LF 54" EXIST ESMT (LOO) 690 k o� •1 �6 X 684 2 68q 2 x NOTES: )0 1. WATER LEVEL AND AUGER BORING RESULTS ARE PROVIDED BY THE S & ME SOIL BORING REPORT. to rn� N to J cO w II o �w �w :'1 i:1 1:673.79 54" UT:673.79 54" 670 665 00 EX 36" SS nrj (REMOVE AND REPLACE) V .41 , �0 9 v, +00 19 +00 20 00 6Rn T FENCE,TYP. �O �,r O O N hQ 68= 111 =40� 40 20 0 40 1'= 40'-0" W ASV THE SCALE BAR DATE OCTOBER 2014 W DESIGNED �N CARS Winston -Salem - Forsyth County fr HLF GWF �� 0 • • • SHOWN BELOW DRAWN z �6F_Sslgl9 + ` /County Util�t�es MUDDY CREEK WWTP TO SOUTH FORK PS MEASURES ONE NUMB RJOB 32245 -000 CC SEAL ZEN AND ASR INCH LONG ON 0 CHECKED Water - Sewer - Solid Waste Disposal PLAN AND PROFILE CONTRACT DRAWING F-- 025221 Environmental Engineers & Scientists THE ORIGINAL NUMBER NUMBER Q PROJ. ENGR. ASV FNGIN' � ��, 4944 Parkway Plaza Blvd, Suh 375, Charlotte, North Carolina 28211 STA 10 +00 TO STA 20 +00 DRAWING. 1 C2 D 1 REGULATORY APPROVAL 4/14 H &S S. SOUTH FORK IMPROVEMENTS PROGRAM I w N0. ISSUED FOR DATE BY APPROVED SHEET OF Cc O � C Q to tO o W > a � Q Q p O M + W s w U) 0- � p H Q 1-` Q co ta � n �°w� cn 01 co in ¢ o C3 w a w cn VE T VENT F 00 E E ATI N W a o °o:� w a rn I T-1 SSMH Ob NO. 056 M VE EP SSMH I N 056 (REMOVE EP C SMH ID NO 50561), 0 BET CE RIM 68 .30 RIM 68 .70 IM= 86. 4 V INV OU : 672.8 3 (W) INV OU : 6-7 3 ( ) V UT: 6713.89 36 (W ( EM VE ND REPLACE) EX 3 S (R-1-0- AND RE LA E) OT 1. 54' 96.36 LF 54' 0.15 LF 54" ®0. 5T 407.77 LF ® 0• 398.24 Aliz-A- IN:673.20 54' OUT: 673.20 54' INV, IN: 672.79 NV OUT -.672.79 NV NV INV II! NV 0 54' 54" 1 -00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20� FEMA FLOODkAY, TYP. x 682.8 x 68 iS rB-01A OI L BORING G 99%. 6R -, 12 +00 STA 11+79.47 PROPOSED 8� DIA F RIM ELEV = 68 *.E9 SSMH ID N0. 565 (REN RIM =684.3 INV IN: 2.85 36" (E) IN, UT: 672.82 36" (SW) PROFILE HORZ: 1"=40' VERT: I"=4' / A / WAKE FOREST UNIVERSITY HEALTH SCIENCES PIN 6802 -62 -9743 DB 2263 PG 462 MANHOLE 6829 20' TCE (LOC) 683. > 13 +00 EXIST ESMT (LOC)6g4.2 �- STABILIZED 0 15, r 15_ _ -x '"y.1 < 683.2 EXIST , E MENT .% x 6 83 1 x 3.2 682 > PROPOSED 54" _EX 36" SS SANITARY SEWER (REMOVE AND REPLACE) STA 15 +87.24 PROPOSED 8' DIA FLAT TOP MANH E RIM ELEV = 684.58 SSMH ID NO. 50564 REMOVE & x 682• RIM = 684.70 INV IN: 673.28 36" (E) k 684 1 INV OUT: 673.20 36" (W) • / • i . A .; ' ME I ``��-.��,�� 20' TCE (LOC) 17+00 FOR SILT FEN ago - - MUDDY CREEK • ....... _ �.� i ` • • •' • 6 •.f 107 WAI\\ SSMH (ID N0. 50561) (REMOVES & RER ACE) RIM= 686.54 INV IN: 673.94 36" (E) INV OUT: 673.89 36" (W) STA 19 +83.60 x FM�gPOSED 8' DIA FLAT TOP MANHOLE RIM ELEV = 686.2 - -- 684.1 683.9 S73' ~0' W � 396.36 LF 54" EXIST ESMT (LOO) 690 k o� •1 �6 X 684 2 68q 2 x NOTES: )0 1. WATER LEVEL AND AUGER BORING RESULTS ARE PROVIDED BY THE S & ME SOIL BORING REPORT. to rn� N to J cO w II o �w �w :'1 i:1 1:673.79 54" UT:673.79 54" 670 665 00 EX 36" SS nrj (REMOVE AND REPLACE) V .41 , �0 9 v, +00 19 +00 20 00 6Rn T FENCE,TYP. �O �,r O O N hQ 68= 111 =40� 40 20 0 40 1'= 40'-0" W ASV THE SCALE BAR DATE OCTOBER 2014 W DESIGNED �N CARS Winston -Salem - Forsyth County fr HLF GWF �� 0 • • • SHOWN BELOW DRAWN z �6F_Sslgl9 + ` /County Util�t�es MUDDY CREEK WWTP TO SOUTH FORK PS MEASURES ONE NUMB RJOB 32245 -000 CC SEAL ZEN AND ASR INCH LONG ON 0 CHECKED Water - Sewer - Solid Waste Disposal PLAN AND PROFILE CONTRACT DRAWING F-- 025221 Environmental Engineers & Scientists THE ORIGINAL NUMBER NUMBER Q PROJ. ENGR. ASV FNGIN' � ��, 4944 Parkway Plaza Blvd, Suh 375, Charlotte, North Carolina 28211 STA 10 +00 TO STA 20 +00 DRAWING. 1 C2 D 1 REGULATORY APPROVAL 4/14 H &S S. SOUTH FORK IMPROVEMENTS PROGRAM I w N0. ISSUED FOR DATE BY APPROVED SHEET OF Cc 700 690 TeiUs 670 20- FEMA FLOODWAY, TYP. / \ TREE PROTECTION J FENCE, TYP. U ^ q a �4j 6 � 7033R Ix 20' TCE (LOC w wl U) 20100 a1 1+ oo N89' 0_ 1' 39 I of o G N H 1 REGULATORY APPROVAL N0, ISSUED FOR 4/14 H & S DATE BY DESIGNED ASV DRAWN HLF /GWF CHECKED PROJ. ENGR. ASV APPROVED \.j CAR O� Q�oF Essioti9�'�-� SEAL 025221 S.�� WAKE FOREST UNIVERSITY HEALTH SCIENCES PIN 6802 -62 -9743 OR 9263 Pr 4612 PROFILE HORZ: 1"=40' VERT: I"=4' i — ltv FEMA 100 —YEAR FLOODPLAIN, TYP. 690.3 MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suh 375, Charlotte, North Carolina 28211 C 1VVinston -Salem • Forsyth County /County Utilities Water • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM 700 690 •i1 670 00 ALBERT LEE HEGE Y ROBYN H. HEGE PIN 6802 -82 -1770 DB 1548 PG 162 /l JOHN J. CLINARD PIN 6802 -91 -8540 DB 2165 PG 012 MUDDY CREEK WWTP TO SOUTH FORK PS PLAN AND PROFILE STA 20 +00 TO STA 30 +00 '1 20 1 1 1'=40'—O' THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 C3 SHEET OF LIJ I • a O F_ a cc Z _ M co M H w 0 II o w a. LA_ to a ° ED co 00 W> � pJw a �,.� ° O�w a uwi 710 +w� MEn N ��w VENT Y El_ V 69 .8 F FLOOD MA 10 ELEVATION BAS SSMH ID SS H ID N 056 NO. 056 (REMOVE & EP C RIM 68 .48 " RI M=687.03 ENV IN.I. !674.. INV OU 6T4.33 4.3 EXI TIN GRADE INV OUT: 674.83 3 " 0'V) 3 " ( 'V) (R 0 AND EP R 0 D EP C 396.51 F 0.10X 400.0 F 54 ® .10 94.83 LF 54' 0.10 4' J IL INV IN: INV OUT:674.59 1 54' � 54' T- INV NV IN:674.19 OLIT, 54' 1 7419 54 674.59 � 1 17 I I I L_ LHH IIHIHH ±F1HH HHH 00 21 -00 22--00 23--00 24--00 25--00 26--00 27--00 28--00 29--00 30 FEMA FLOODWAY, TYP. / \ TREE PROTECTION J FENCE, TYP. U ^ q a �4j 6 � 7033R Ix 20' TCE (LOC w wl U) 20100 a1 1+ oo N89' 0_ 1' 39 I of o G N H 1 REGULATORY APPROVAL N0, ISSUED FOR 4/14 H & S DATE BY DESIGNED ASV DRAWN HLF /GWF CHECKED PROJ. ENGR. ASV APPROVED \.j CAR O� Q�oF Essioti9�'�-� SEAL 025221 S.�� WAKE FOREST UNIVERSITY HEALTH SCIENCES PIN 6802 -62 -9743 OR 9263 Pr 4612 PROFILE HORZ: 1"=40' VERT: I"=4' i — ltv FEMA 100 —YEAR FLOODPLAIN, TYP. 690.3 MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suh 375, Charlotte, North Carolina 28211 C 1VVinston -Salem • Forsyth County /County Utilities Water • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM 700 690 •i1 670 00 ALBERT LEE HEGE Y ROBYN H. HEGE PIN 6802 -82 -1770 DB 1548 PG 162 /l JOHN J. CLINARD PIN 6802 -91 -8540 DB 2165 PG 012 MUDDY CREEK WWTP TO SOUTH FORK PS PLAN AND PROFILE STA 20 +00 TO STA 30 +00 '1 20 1 1 1'=40'—O' THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 C3 SHEET OF LIJ I • d 700 OM e 670 30- 3- STRAND ELEC FENCE (REMOVE AND REPLACE) 1 REGULATORY APPROVAL N0, ISSUED FOR DESIGNED ASV DRAWN HLF /GWF CHECKED PROJ. ENGR. ASV 4/14 H & S DATE BY I APPROVED A ALBERT LEE HEGE ROBYN H. HEGE PIN 6802 -82 -1770 DB 1848 PG 162 FEMA 100 -YEAR FLOODWAY, TYP. ",o CARD = Q�6 ESS /049 �� SEAL 025221 /i� FNGINV- -� ��C, \F�V S, PROFILE HORZ: 1"=40' VERT: I"=4' PLAN 1 =401 A JEANNA G. POWELL PIN 6802 -82 -4689 D81769 PG 646 MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, SuVe 375, Charlotte, North Carolina 28211 A EDDIE WAYNE LAWSON CAROLYN SUE LAWSON /£ PIN 6802 -83 -7135 DB 2591 PG 2689 k REPLACE) �,� oHF ,(• /� - \i /in sin C! CCnl fr%r91/►AAt- i ftr%l •#%L% \ _ WIRE FENCEV R €DOVE AND REPLACES _e_)� I� I L�00__ I I� O FQ N Winston -Salem ■ Forsyth County �c i /County Utilities Water • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM 700 i•/ 680 _F 10% 17 54' '6.17 54" 670 00 MUDDY CREEK WWTP TO SOUTH FORK PS PLAN AND PROFILE STA 30 +00 TO STA 40 +00 40 20 a 0 THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 C4 SHEET OF ►i L1J 0 a J 0 LU IZ CL 0 ~ �^ Q�o 00 to (0 II J Cn �w 0 w Ld 2 a a 0 C3 o0 * co to M O 0 II W a uWi O a LL_� Q�co � to II I uwiw� w wo w - ix cwn * �i�cOw ¢ v~i 1.40 LE = 94.30 F M 1 OY AS SSMH I N . 056 EM VE rk SS N D. 5 WE AQ S MH ID N0. 50b581 (R1119 LCE) RIM 69 .49 " RIM 68 .83, .67 5.61 36° 3 (N ('W) R I M=690. V C UT: 9 167E. 19 " 36" (S w) INV OU : 6T5.13 3E" ( W) INV OU 6 X 6" S LA R JO O D EP C (REMOVE M l ) 408.17 394.83 LF 54 " 00-107- 396.13 LF 54' ®0.1.09 396.2 LF 54 • .209 54' ®0. INV IN 675.38 54' NV OUT: 675.38 54 INV OUT ?6; INV OUT. 674.98 54" X00 31 +00 32 +00 33 +00 34 +00 35 +00 36 +00 37 +00 38 +00 39 +00 404 DESIGNED ASV DRAWN HLF /GWF CHECKED PROJ. ENGR. ASV 4/14 H & S DATE BY I APPROVED A ALBERT LEE HEGE ROBYN H. HEGE PIN 6802 -82 -1770 DB 1848 PG 162 FEMA 100 -YEAR FLOODWAY, TYP. ",o CARD = Q�6 ESS /049 �� SEAL 025221 /i� FNGINV- -� ��C, \F�V S, PROFILE HORZ: 1"=40' VERT: I"=4' PLAN 1 =401 A JEANNA G. POWELL PIN 6802 -82 -4689 D81769 PG 646 MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, SuVe 375, Charlotte, North Carolina 28211 A EDDIE WAYNE LAWSON CAROLYN SUE LAWSON /£ PIN 6802 -83 -7135 DB 2591 PG 2689 k REPLACE) �,� oHF ,(• /� - \i /in sin C! CCnl fr%r91/►AAt- i ftr%l •#%L% \ _ WIRE FENCEV R €DOVE AND REPLACES _e_)� I� I L�00__ I I� O FQ N Winston -Salem ■ Forsyth County �c i /County Utilities Water • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM 700 i•/ 680 _F 10% 17 54' '6.17 54" 670 00 MUDDY CREEK WWTP TO SOUTH FORK PS PLAN AND PROFILE STA 30 +00 TO STA 40 +00 40 20 a 0 THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 C4 SHEET OF ►i L1J 0 a J 0 LU IZ 700 2•o •i� 670 40- OHE � _ P /P FEMA FLOODWA OHE TYP. P 1 REGULATORY APPROVAL N0, ISSUED FOR WI 40 OO PROFILE HORZ: 1"=40' VERT: I"=4' / a A `° i WATSON GRAY FULTZ EDDIE WAYNE LAWSON / PATRICIA M. FULTZ CAROLYN SUE LAWSON �w PIN 6802 -93 -1352 PIN 6802 -83 -7135 DB 1171 PG 1190 & PG 1191 FEMA 100 -YEAR DB 2591 PG 2689 N° // �� + 6, FLOODPLAIN, TYP. .6 6 STA 43 +75.59 9 +� �, PROPOSED 8' DIA FLAT 6� ?2 40' EN RGY UNITED RIM�ELEV = 688.00 + PO ESMT 68 / 7 REMO' + TR oHE 69� FENCE, T' �1 oME 41+00 4/14 H & S DATE BY + AQ S NOTES 2 -5 + �� / RI MH � 8. N0. 5055 RIM = 688.13 69 INV IN: 676.73 36" (NE)--.f ?s / INV- SW) It WOVEN RE FENCE / (REMOVE ND REPLACE) N � PROPOSED 54" �S6 SANITA WER ETAL GATE - (RE ND P OHE 27' 29'W 42 +00 e 07 LF 54' 66' P /P, SEE NOTE 2 �- X _ _F_____7 SILT ftN EX 36" SS ■ (REMOVE AND REPLACE) • / 111 ABILlZED OUTLET FOR SILT FENCE / 102270241------ 1 1 690 6 DESIGNED ASV DRAWN HLF /GWF CHECKED PROJ. ENGR. ASV APPROVED W-1121 I 44 ±00 0 • f - • C A RO� = Q�6 ESS1041_ SEAL 025221 FNGINE4� \F�V S EIP �f4 56 "W 54" TEE PROTECTION FENC>l•• AND SILT FENCE, TYP. 0227000 ; °% / • X 36' 1 (REMOVE AND REPLACE) SOUTH FoRK MUDDY CREEK • .• •• ' 0 1 0 INV OUT: 683.0 TBM ` 8 LOCUST ELE__ 0.6 A I DONALD LEE JAMES JUDY J. COCKERHAM PIN 6812-04-1523 D B I 767 PG 1692 3- STRAND BARBED WIRE FENCE (REMOVE + 6 _ CREEK BRANCH CULVERT INLET PROTECTION + 2 7016 STA 49 +30.00 PROPOSED ANTI -SEEP COLLAR / U 68j g 50 00 RIP (8' 10' x 6 "TH C CLAS AP 02433� c - M-14i 6 - PIN 6802 -91 -8540 DB2165PC012 f P3 Wi\\ i - Itv MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suh 375, Charlotte, North Carolina 28211 Winston -Salem • Forsyth County 1 /County Utilities Water • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM Q 700 690 = 670 00 MUDDY CREEK WWTP TO SOUTH FORK PS PLAN AND PROFILE STA 40 +00 TO STA 50 +00 NOTES: 1. WATER LEVEL AND AUGER BORING RESULTS ARE PROVIDED BY THE S & ME SOIL BORING REPORT. 2. CONTACT ALLEN HEDGE, ENERGY UNITED ENGINEER, 336 -236 -8402 PRIOR TO BEGINNING WORK IN POWER LINE EASEMENT. 3. DO NOT DISTURB EARTH WITHIN A 6 -FOOT RADIUS OF ANY ENERGY UNITED POWER POLE. 4. USE EXTREME CAUTION WHEN WORKING IN THE VICINITY OF ENERGIZED POWER LINES. 5. MAINTAIN SAFE CLEARANCES BETWEEN EQUIPMENT AND CONDUCTORS. '1 20 1 1'=40'-O' � THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 C5 SHEET OF LLI CC I • ',R 2 0- 0 H LL. Q cn D II 0 -1W a cn = � M Q cfl p � tC W >Q 0w W IX= W a X rn a U W Cn F- 0Q0 MWQ Sao <C AW cn cL cn pop 00- �aa HD:W C10- a V W N� F ° cn .0000 +Wooer_ �a IQ -ir cn o0� EN LE =6 5.2 FLOOD E EV TIO SS H ID N 055 EM VE de EP C SS H ID N 055 EM NE de REP .ACE) 0 RIM= V INV 688.13 IN: 676 OUT: 6 ? 6.6 " E ISTI G GRADE RIM 68 .84 .02 6.94 36° 3y" (E) ( W) Z ry 3(" (W) INV OUT: 6 m Y PERMANENT STREAM CROSSIN( IT- Li WITH CULVERT, SEE DETAIL 2/D6 2 L 151 P S 0 2.50% ° o INV IN: 6 3.5 0 EX 6" SS EX 36 SS S E DETAIL 0 22118 (RE 0 D CE WA ER EV L EE ' NOE1. LF 54' ® 0.10 394.96 LF 546-0 0.10 408.1 F 54' •1 X 299.90 INV INV INV INV IN: 676.58 OUT: 676.58 54 54" IN: 676.88.54' OUT: 676.88 54" 41+00 42 +00 43 +00 44 +00 45 +00 46 +00 47 +00 48 +00 49 +00 504 OHE � _ P /P FEMA FLOODWA OHE TYP. P 1 REGULATORY APPROVAL N0, ISSUED FOR WI 40 OO PROFILE HORZ: 1"=40' VERT: I"=4' / a A `° i WATSON GRAY FULTZ EDDIE WAYNE LAWSON / PATRICIA M. FULTZ CAROLYN SUE LAWSON �w PIN 6802 -93 -1352 PIN 6802 -83 -7135 DB 1171 PG 1190 & PG 1191 FEMA 100 -YEAR DB 2591 PG 2689 N° // �� + 6, FLOODPLAIN, TYP. .6 6 STA 43 +75.59 9 +� �, PROPOSED 8' DIA FLAT 6� ?2 40' EN RGY UNITED RIM�ELEV = 688.00 + PO ESMT 68 / 7 REMO' + TR oHE 69� FENCE, T' �1 oME 41+00 4/14 H & S DATE BY + AQ S NOTES 2 -5 + �� / RI MH � 8. N0. 5055 RIM = 688.13 69 INV IN: 676.73 36" (NE)--.f ?s / INV- SW) It WOVEN RE FENCE / (REMOVE ND REPLACE) N � PROPOSED 54" �S6 SANITA WER ETAL GATE - (RE ND P OHE 27' 29'W 42 +00 e 07 LF 54' 66' P /P, SEE NOTE 2 �- X _ _F_____7 SILT ftN EX 36" SS ■ (REMOVE AND REPLACE) • / 111 ABILlZED OUTLET FOR SILT FENCE / 102270241------ 1 1 690 6 DESIGNED ASV DRAWN HLF /GWF CHECKED PROJ. ENGR. ASV APPROVED W-1121 I 44 ±00 0 • f - • C A RO� = Q�6 ESS1041_ SEAL 025221 FNGINE4� \F�V S EIP �f4 56 "W 54" TEE PROTECTION FENC>l•• AND SILT FENCE, TYP. 0227000 ; °% / • X 36' 1 (REMOVE AND REPLACE) SOUTH FoRK MUDDY CREEK • .• •• ' 0 1 0 INV OUT: 683.0 TBM ` 8 LOCUST ELE__ 0.6 A I DONALD LEE JAMES JUDY J. COCKERHAM PIN 6812-04-1523 D B I 767 PG 1692 3- STRAND BARBED WIRE FENCE (REMOVE + 6 _ CREEK BRANCH CULVERT INLET PROTECTION + 2 7016 STA 49 +30.00 PROPOSED ANTI -SEEP COLLAR / U 68j g 50 00 RIP (8' 10' x 6 "TH C CLAS AP 02433� c - M-14i 6 - PIN 6802 -91 -8540 DB2165PC012 f P3 Wi\\ i - Itv MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suh 375, Charlotte, North Carolina 28211 Winston -Salem • Forsyth County 1 /County Utilities Water • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM Q 700 690 = 670 00 MUDDY CREEK WWTP TO SOUTH FORK PS PLAN AND PROFILE STA 40 +00 TO STA 50 +00 NOTES: 1. WATER LEVEL AND AUGER BORING RESULTS ARE PROVIDED BY THE S & ME SOIL BORING REPORT. 2. CONTACT ALLEN HEDGE, ENERGY UNITED ENGINEER, 336 -236 -8402 PRIOR TO BEGINNING WORK IN POWER LINE EASEMENT. 3. DO NOT DISTURB EARTH WITHIN A 6 -FOOT RADIUS OF ANY ENERGY UNITED POWER POLE. 4. USE EXTREME CAUTION WHEN WORKING IN THE VICINITY OF ENERGIZED POWER LINES. 5. MAINTAIN SAFE CLEARANCES BETWEEN EQUIPMENT AND CONDUCTORS. '1 20 1 1'=40'-O' � THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 C5 SHEET OF LLI CC I • ',R 700 HIM EX 36" SS (REMOVE AND REPLAO 680 670 50 -'00 V EX 36" SS (REMOVE AND REPLACE) TXCEx (LQC WI LU Cn I 50 00 S67' 53 W 394.96 LF 54" oI E�ISwE Q 1- Z 690 =69o- 685 680 1 \ \ FEMA 100 -YEAR FLOODWAY, TYP. I 1 1 REGULATORY APPROVAL N0, I ISSUED FOR 4/14 1 H &S DATE I BY l 51+00 52 +00 53 +00 54 +00 55 +00 FEM,� TYP. 6 -,STA OF PROF I / RIM 1 INV - INV 15' -L DWAY, DONALD LEE JAMES - JUDY J. COCKERHAM PIN 6812 -04 -1523 +7 4 DB 1767 PC 1692 SED � DIA FLAT TOP6�9ANH LE 73 .4 68,E N0. 5 55 OVE & RMAM TREE PROTPECTION 688 92 BEGIN PfibPOSED 177.52 ' ( 0227033R PERMANENT 677.47 6' (W) EASEMENT 9k EXISTING 30'j �EX 36" SS EASEMENT (REMOVE AND REPLACE OSED 5 SAN�JT WER C 0 6 -- X98+ 52+ 0 S65' 18' 13 "W'� - - - 53 +00 Jt R 54 +00� 403.14 LF 541 • ..� /� '• - � s ln�a ML I I a / • • , "'- DESIGNED ASV DRAWN HLF /GWF CHECKED PROJ. ENGR. ASV APPROVED ESM T '(LOC) - Y Y 6 a Q r H D Op J mw CL ll o o� H p� D 00 II Sw� OW D �� W CL 0: cn CD G +�� i00 _ IQ-Ir to a V a �� QC J CL a � J V flntOG F Zcp J C4 Q �Btoa 0 HIr tnaIr H g to p e� co C; J o ll o W U) {. � H0:Uj NaN o U-) fnda'Cn VENT EM 1 OYR BASE v _ LE =6 7.6 C> z SSM ID N0. 505 5 SSM ID N0. 505 54) E IST NG RA E EE ET IL /D m SSMH ID 0. 055 fA RIM= 688.92 1 RIM 690.9 w w RIM =690.0 INV IN: " INV UT: 677 47 6" W) INV UT: 67814 6" (W) I V OUT: -67 78.8 36' (S ) EX 36" SS (ABANDON) (IR 0 403.14 9$ 54 LF 54" 0 0.10 -- 302.90 LF 54` ®0.20 394.96 LF 54" 0 0.10% 54' .10R v NV IN:677.28 OU :677.28 54" 54` NV IN: 677.68 54 " NV OUT:677.68 54 I INV IN: 678.08 INV OUT:678.08 TE CAP, 222128' 54 54" INV EE DET IL Q LAC � ALIGNMENT HIF ED FROM E XIS T1 NG SA IT RY SEVER wli FF V EX 36" SS (REMOVE AND REPLACE) TXCEx (LQC WI LU Cn I 50 00 S67' 53 W 394.96 LF 54" oI E�ISwE Q 1- Z 690 =69o- 685 680 1 \ \ FEMA 100 -YEAR FLOODWAY, TYP. I 1 1 REGULATORY APPROVAL N0, I ISSUED FOR 4/14 1 H &S DATE I BY l 51+00 52 +00 53 +00 54 +00 55 +00 FEM,� TYP. 6 -,STA OF PROF I / RIM 1 INV - INV 15' -L DWAY, DONALD LEE JAMES - JUDY J. COCKERHAM PIN 6812 -04 -1523 +7 4 DB 1767 PC 1692 SED � DIA FLAT TOP6�9ANH LE 73 .4 68,E N0. 5 55 OVE & RMAM TREE PROTPECTION 688 92 BEGIN PfibPOSED 177.52 ' ( 0227033R PERMANENT 677.47 6' (W) EASEMENT 9k EXISTING 30'j �EX 36" SS EASEMENT (REMOVE AND REPLACE OSED 5 SAN�JT WER C 0 6 -- X98+ 52+ 0 S65' 18' 13 "W'� - - - 53 +00 Jt R 54 +00� 403.14 LF 541 • ..� /� '• - � s ln�a ML I I a / • • , "'- DESIGNED ASV DRAWN HLF /GWF CHECKED PROJ. ENGR. ASV APPROVED ESM T '(LOC) - Y Y 6 k 690 C A RD� ESS'041- SEAL 025221 FNGINE4� S.�P� PROFILE HORZ: 1 " =40' VERT: I"=4' 56 +00 57 +00 -� TRY STREA CROSSING, SEE D STA 54 +73.59 STA 57 +80.00 PROPOSED 8' DIA FLAT TOP MANHOLE PROPOSED -SEEP C LA RIM ELEV = 690.59 SSMH (ID N0. 50554) (REMOVE & REPLACEI ABANDON PIPE IN PLACE FROM RIM = 690.89 STA 57 +44 TO STA 5 +73 + INV IN: 678.19 36 (NE) �B 6 INV OUT, 6ft.184 36" (SW) 8 -- ISTIN 0' _ 6 EAS ENT PROPOSED'PERMANENT A- '9 p, EASEMENT VARIES 689 4 _ 689 i I SOU TH FORK MUDDY CREEK 695 � s P3 _1III♦ 5��00 1 _ --- - S52 04' 35 W 56 +00 6�9 54 -- 5S � -sue x _ cC MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suife 375, Charlotte, North Carolina 28211 7 _ a .1/�' FIBER FILTRATION - TUBE (FFT), TYP. 0227039 58 +00 700 680 670 59 +00 60 +00 STA 58 +40.00 7 PROPOSED ANTI -SEEP COLLAR T 5 + � 690.8 } 69o.s PROP 8' DI FLAT T P OLE 3) (ARMDO111111 _ k RIM ELEV = 90. SSMH ID N0. 505 RIM= 690.03 INV IN: 678.53 36" (E)�,�^ 69p 690k INV OU1`-,," �(S E EX 36" SS } �\ - 9 RO PERMANENT / 1D' {�� EASEMENT S 6 0 TOE c I 1= 0 / 'ICE (IOC i v / y _ - W `! 60 0 MET ATE (REM E AN - F REPLACE) -690 3- STRAND BARBE WIRE FENCE 685 (REMOVE AN REPLACE 85 _ m 690 693 690 689 9 Winston -Salem Forsyth County 1 /County Utilities Water • Sewer - Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM AVD 88) 0 TIMOTHY W. HARMON JANET SINK HARMON PIN 6812 -04 -4455 DB 2596 PC 2470 MUDDY CREEK WWTP TO SOUTH FORK PS PLAN AND PROFILE STA 50 +00 TO STA 60 +00 1'=40'-O' THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 C6 SHEET OF LLJ IY IY 0 a J LU 710 700 690 670 60- A TIMOTHY W. HARMON JANET SINK HARMON PIN 6812 -04 -4455 DB 2596 PG 2470 ZEYP.> P � AS ECTION EXI TING 30' E MENT - 5- STRAND ARBED -� WIRE FE E (REMOVE AND XP LACE) META /GATF6 MOVE AND REPLACE) OG� 1 1 REGULATORY APPROVAL N0, I ISSUED FOR 4/14 1 H DATE I BY 0 -_MA 0 AY, VTI PERMAN / VARI ono � + S-° % - 1 �1 Nh x tK Ilk 5 0 EIP A Lj DESIGNED_ DRAWN CHECKED PROJ. ENGR. APPROVED ASV H LF /G WF ASV 0 6�0 6 -EN PR S PERMANENT EASEMENT 62 +00 + EX 36" SS (REMOVE) 6g0 STA +75.02 + P OPOSED 8 D10 LAT TOP MANHOL RIM ELEV = 688. 1 8� SSMH ID NO 5055 REMOVE & REPLACE RIM = 689.07 INV IN: 678.92 36" (SE) - - - 20 TCE \ � _ _ _ (LOC) \ - - ------ -- �� - _ 63 +00 N55' 46 35 r STABILIZED OUT FOR SILT FEN TYP. 0227024 W 400.80 LF 54" 6$a EXIST E LOCO PROTECTION FENCE F Y �Pdl� SILT FENCE, TYP. + + PROPOSED 54" SANITARY SEWER EXISTING 30' EASEMENT 6�g 9 2 0' 00 15' cr- _ 15' EX SS i% a (REMOVE AND REPLACE) PROFILE HORZ: V=40' VER T: V=4' Ag MARTHA S. THOMAS PIN 6812 -14 -1208 A 4 DB 1473 PG 1848 PROPOSED 8 D FLAT TOP MANHOLE + 05 6� moo" RIM ELEV = 692.42 -� STA 65 +75 82 _goo SSMH ID NO. 50550 REMOVE & REPLACE N + POSED 8' DIA FLAT TOP o RIM= 691.28 MANHOLE INV IN: 679.92 36" (SE) RIM EV = 691.04 0 a ce LO o j _ Q W w W aW C] W - W a�cn REPLACE O g Q) 0�g RIM =690.9 god 6 ------- - + INV IN: -------- _ UT: 679.54 3 (NW) - -� - - I 0 � a 12 Lj W a II c W a -W a a to 0 � W N o II Lq >il � Q1 j C a aac 11 ��Q� + '00 QOM Ln r 1 ELE =6 8.9 5 FEM FLO 1 D OY LE BASE ATI N REPLACE S SMH OD NO 50 52 0 REP REPLA Ca SSMH OD NO. 50 51 ) (RiMO�E SS H ID 0. D5 0 0 & RE LA R M= 89.7 " EXI TIN GRADE R M =. 90.7 RI =6 1.28 679.92 I V UT: 67 .89 36" (W I V UT: 679. 54 36" (NW) IN OU 79.8 6" (NW) X 6° S ( O D (REMOVE) 0180 LF 54" q 407.92 LF 54' ® 0.109' 4.22 3 2.90 LF 54" 10 0.20 IN: 679.58 OUT.-679.58 54" 54" INV INV V II! 0 540 54" NV IN: 678.69 OUT: 678.69 INV NV LL- 1-01 61+00 62 +00 63 +00 64 +00 65 +00 66 +00 67 +00 68 +00 69 +00 70- A TIMOTHY W. HARMON JANET SINK HARMON PIN 6812 -04 -4455 DB 2596 PG 2470 ZEYP.> P � AS ECTION EXI TING 30' E MENT - 5- STRAND ARBED -� WIRE FE E (REMOVE AND XP LACE) META /GATF6 MOVE AND REPLACE) OG� 1 1 REGULATORY APPROVAL N0, I ISSUED FOR 4/14 1 H DATE I BY 0 -_MA 0 AY, VTI PERMAN / VARI ono � + S-° % - 1 �1 Nh x tK Ilk 5 0 EIP A Lj DESIGNED_ DRAWN CHECKED PROJ. ENGR. APPROVED ASV H LF /G WF ASV 0 6�0 6 -EN PR S PERMANENT EASEMENT 62 +00 + EX 36" SS (REMOVE) 6g0 STA +75.02 + P OPOSED 8 D10 LAT TOP MANHOL RIM ELEV = 688. 1 8� SSMH ID NO 5055 REMOVE & REPLACE RIM = 689.07 INV IN: 678.92 36" (SE) - - - 20 TCE \ � _ _ _ (LOC) \ - - ------ -- �� - _ 63 +00 N55' 46 35 r STABILIZED OUT FOR SILT FEN TYP. 0227024 W 400.80 LF 54" 6$a EXIST E LOCO PROTECTION FENCE F Y �Pdl� SILT FENCE, TYP. + + PROPOSED 54" SANITARY SEWER EXISTING 30' EASEMENT 6�g 9 2 0' 00 15' cr- _ 15' EX SS i% a (REMOVE AND REPLACE) PROFILE HORZ: V=40' VER T: V=4' Ag MARTHA S. THOMAS PIN 6812 -14 -1208 A 4 DB 1473 PG 1848 PROPOSED 8 D FLAT TOP MANHOLE + 05 65+ n ego 1 + 80 20' TCE LOC)- - __ --------- _� -- 69 +00 - - - 3� 1 oOrW 68 +C0 + 67 +00 N65- now= - -- r I N 66+ 00 407.92 If 54 _ s� Pi Ego � + r� 0-mg illig 0 C A RO� = Q�6 ESS104,_ �y SEAL 025221 41 GINE4� \F�V S DONALD LEE JAMES JUDY J. COCKERHAM " PIN 6812-04-1523 DB 1767 PG 1692 I,IA\ \1 MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suh 375, Charlotte, North Carolina 28211 -EX 36" SS (REMOVE AND REPLACE) + 6g1 k/ 0 OD Winston -Salem Forsyth County I /County Utilities Water • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM 710 ] J J J 700 owe 680 1:679.99 54' JT:679.99 54' 670 00 MUDDY CREEK WWTP TO SOUTH FORK PS PLAN AND PROFILE STA 60 +00 TO STA 70 +00 THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 C7 SHEET OF ►i W • 6� moo" RIM ELEV = 692.42 -� STA 65 +75 82 _goo SSMH ID NO. 50550 REMOVE & REPLACE N + POSED 8' DIA FLAT TOP o RIM= 691.28 MANHOLE INV IN: 679.92 36" (SE) RIM EV = 691.04 SSMH 1 0. 50551 REMOVE do REPLACE O g Q) 0�g RIM =690.9 god 6 ------- - + INV IN: -------- _ UT: 679.54 3 (NW) - -� - - I 65+ n ego 1 + 80 20' TCE LOC)- - __ --------- _� -- 69 +00 - - - 3� 1 oOrW 68 +C0 + 67 +00 N65- now= - -- r I N 66+ 00 407.92 If 54 _ s� Pi Ego � + r� 0-mg illig 0 C A RO� = Q�6 ESS104,_ �y SEAL 025221 41 GINE4� \F�V S DONALD LEE JAMES JUDY J. COCKERHAM " PIN 6812-04-1523 DB 1767 PG 1692 I,IA\ \1 MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suh 375, Charlotte, North Carolina 28211 -EX 36" SS (REMOVE AND REPLACE) + 6g1 k/ 0 OD Winston -Salem Forsyth County I /County Utilities Water • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM 710 ] J J J 700 owe 680 1:679.99 54' JT:679.99 54' 670 00 MUDDY CREEK WWTP TO SOUTH FORK PS PLAN AND PROFILE STA 60 +00 TO STA 70 +00 THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 C7 SHEET OF ►i W • 1 REGULATORY APPROVAL N0, ISSUED FOR 710 700 we •:t 675 70 +00 Aq / MARTHA S. THOMAS PIN 6812 -14 -1208 DB 1473 PG 1848 I I n V — 3 \Q g9,9 W W f O Q 71 +00 72 +00 73 +00 74 +00 75 +00 PROFILE HORZ: 1"=40' VERT: I"=4' DESIGNED ASV DRAWN HLF /GWF CHECKED PROJ. ENGR. ASV 4/14 H & S DATE BY APPROVED C A R01 ESS1041- SEAL 025221 FNGI N' S,�P L��aa MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suh 375, Charlotte, North Carolina 28211 76 +00 77+00 78 +00 Winston -Salem • Forsyth County i /County Utilities, Water • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM 79 +00 �695— � g2 13 6g5- G'1 n cD 710 700 0111116=8 1111111W 675 80 +00 1 1 MUDDY CREEK WWTP TO SOUTH FORK PS PLAN AND PROFILE STA 70 +00 TO STA 80 +00 40 20 0 40' 1'=40'—O' THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW MEASURES ONE H & S JOB NUMBER 32245 -000 INCH LONG ON CONTRACT _j 0 THE ORIGINAL NUMBER NUMBER DRAWING. 1 8 T OF SHEET p H g �a0 � nom Q + (n W �a II o ao� w HW -w N a m (/� pQ 0 a W� (n IC SW w a in � 0 a w cn 10___ 04 Q0 a V) a O Q �Q _ M� Cfl p 0 o II �W w oaw 0 o w W?w (J) I I a W cn , IC I Co min ♦mow nao Qow HIw vn I Loo �cn nao aow I-WW N o a (n c(0 LE = 00 43 Sao F MA 10 Y B S aow HEx N it S RIM NV MH ID N0. 50 49 EXI TIN G AD S R MH M= ID 93. N0. 8 50548 " MO REPLACE) = 693.11 IN: OF: 680 1680 INIV 36 (N VI) IINIV UT: 680.73 36" (W EX 36° SS El 36' S (R 0 D R C (R EMO AND REF LF 54" 0. 095 3.39 F 54' 00-10- 392.12 54' 0 .1096 395.95 NV IN: 680.78 54' INV OUT: 680.78 54 1 1 INV INV IN: 1500,38, OUT: 680.38 54� Aq / MARTHA S. THOMAS PIN 6812 -14 -1208 DB 1473 PG 1848 I I n V — 3 \Q g9,9 W W f O Q 71 +00 72 +00 73 +00 74 +00 75 +00 PROFILE HORZ: 1"=40' VERT: I"=4' DESIGNED ASV DRAWN HLF /GWF CHECKED PROJ. ENGR. ASV 4/14 H & S DATE BY APPROVED C A R01 ESS1041- SEAL 025221 FNGI N' S,�P L��aa MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suh 375, Charlotte, North Carolina 28211 76 +00 77+00 78 +00 Winston -Salem • Forsyth County i /County Utilities, Water • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM 79 +00 �695— � g2 13 6g5- G'1 n cD 710 700 0111116=8 1111111W 675 80 +00 1 1 MUDDY CREEK WWTP TO SOUTH FORK PS PLAN AND PROFILE STA 70 +00 TO STA 80 +00 40 20 0 40' 1'=40'—O' THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW MEASURES ONE H & S JOB NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 8 T OF SHEET ►i W W • FEMA FLOODWAY, TYP. - fAT 710 700 me 01 .:1 675 80 Ic AND SILROTECT E, � AND SIL CE, TYP. 1 REGULATORY APPROVAL 4/14 H & S N0, ISSUED FOR DATE BY 11 JAMES C. STALLINGS II DANA L. STALLINGS / PIN 6812 -24 -2730 DB 2553 PG 1695 �� FEMA 100 —YEAR _V-1 �� FLOODPLAIN, TYP. DESIGNED_ DRAWN CHECKED PROJ. ENGR. APPROVED ASV H LF /G WF ASV o��H CAR O� z Q�6 ESS1041_ �y SEAL 025221 INV-- PROFILE HORZ: 1"=40' VERT: I"=4' AILEEN MILLER PIN 6812 -35 -9518 DB 704 PG 108 SOUTH FORK MUDDY CREEK- - / UL/ �,w!l1 1 = 4U MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suh 375, Charlotte, North Carolina 28211 I Winston -Salem • Forsyth County �c 1 /County Utilities Water • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM -U 'ya N D D L J Li Li f) 710 700 XO1, 7 LF 0.15 :682.38 54" JT:682.38 54" 680 675 00 EX 36" SS (REMOVE AND REPLACE) O U C7/ 3 innn n CREEK BRANCH • TBM 20" SYCAMORE ELEV. 695.98' (NAVD 88) MUDDY CREEK WWTP TO SOUTH FORK PS PLAN AND PROFILE STA 80 +00 TO STA 90 +00 '1 20 1 1'=40'—O' � THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 C9 SHEET OF ►i 1R LLI I • 0 Q 0 Im ¢ O W a. Io -w o_ oc to 0 a 00 BCD Om � II w> Q V) w 0-w °��w o_ o! cn o_ ° J li M0001 � in +wc�o i 0 II o_ ao� � v~iaw LL„IIJ__ lJL Nor- nwrn rn HIr to 00 VE T 17 VEN 1 - EL V= 0 .3 EM 100 R OA $E S MH OD NO. 5054Z REMOVE REPLACE S MH QD NO. 50546), (RENO A REPLACE SS H ID 0. 505-5) R 0 & REPLACE R M= 95.4 E ISTI G RAE R M=695.39 I V UT: 681.19 36" (W) I V UT: 681.94 36 (S w) IN OUT: 82.2 6" (SW) Ex 36' S VE AND R CE) R lll) REPLACO 111 R 0 D R C 395.54 LF 54" 00.20% 54" ® j7- 395.8 54" 403.06 0.1 403.39 LF 5480 010, NV IN:681.98 54" OUT: 681.98 INV IN 01 INV 54 --INV INV NV IN: 681.18 ?UT:681.11� 54" 54 �0 81+00 82 +00 83 +00 84 +00 85 +00 86 +00 87 +00 88 +00 89 +00 904 AND SILROTECT E, � AND SIL CE, TYP. 1 REGULATORY APPROVAL 4/14 H & S N0, ISSUED FOR DATE BY 11 JAMES C. STALLINGS II DANA L. STALLINGS / PIN 6812 -24 -2730 DB 2553 PG 1695 �� FEMA 100 —YEAR _V-1 �� FLOODPLAIN, TYP. DESIGNED_ DRAWN CHECKED PROJ. ENGR. APPROVED ASV H LF /G WF ASV o��H CAR O� z Q�6 ESS1041_ �y SEAL 025221 INV-- PROFILE HORZ: 1"=40' VERT: I"=4' AILEEN MILLER PIN 6812 -35 -9518 DB 704 PG 108 SOUTH FORK MUDDY CREEK- - / UL/ �,w!l1 1 = 4U MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suh 375, Charlotte, North Carolina 28211 I Winston -Salem • Forsyth County �c 1 /County Utilities Water • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM -U 'ya N D D L J Li Li f) 710 700 XO1, 7 LF 0.15 :682.38 54" JT:682.38 54" 680 675 00 EX 36" SS (REMOVE AND REPLACE) O U C7/ 3 innn n CREEK BRANCH • TBM 20" SYCAMORE ELEV. 695.98' (NAVD 88) MUDDY CREEK WWTP TO SOUTH FORK PS PLAN AND PROFILE STA 80 +00 TO STA 90 +00 '1 20 1 1'=40'—O' � THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 C9 SHEET OF ►i 1R LLI I • O N 710 700 590 •:1 575 90- 12 AILEEN MILLER PIN 6812 -35 -9518 DB 704 PG 108 6 1 1 . �h �1 0 J r� If 13 a7 / WINSTON- SALEM /FORSYTH COUNTY / BOARD OF EDUCATION / \ PIN 6812 -34 -5593 / // FEMA FLOODWAY, TYP. \ \ DB 2824 PG 2803 ' +1 .00 92. \ p'pq� 691.8 692.5 SE I- EP COLLAR 690 692.4 / 1 x 692.2 X20 LF SD ©>2.5 0 i 3 BN: 68. 697. INV OUT: 6 .0 P a - -- - - -- PERMANENT STREAM CROSSING 11_ -SEW 3. PROFILE HORZ: 11'=40' VERT: 1"=4' 13 WINSTON- SALEM /FORSYTH COUNTY ' BOARD OF EDUCATION PIN 6812 -33 -7963 DB 2971 PG 5 / TA 93 +69.68 PROPOSED D FLAT P MANHOLE 694.3 SSMH ID NO 50544 (REMOVE & REP RIM =694.4 IIJV IN: 3.02 6" TREE PROTECTION OU 8Bt.Q% ENCE TYP. ,20 WITH CULVERT, SEE DETAIL �2/D6 - -OTC) - _ - 94 +00 15 STA 90 +. .0 �- E ANTI -SEEP C LAIR g3 +00 �15 371 3180 92 +00 6g5 __- � EIP 694.5 G 14 CITY OF WINSTON -SALEM P/N 6812 -44 -0009 OB 2235 PG 2921 8 CHAIN LINK FENCE W/ 3-STRAND BARBED WIRE (REMOVE AND REPLACE) STA 97 +84.29 PRO �SEID DIVERSION BOX ST CTU RIM E EV = 697.00 SEE DWG C27 5MN IU NU. 5U54) KLMUVL 695 2 k RIM= i 0 27033R 695 - EXISTING 30' / 'F1�.T! 683.45 36" ,(J EASEMENT / 20' TCE (LOC) - - - - X 695 6 696.6 95+00 S79. 12" 11"W 96 +00 `414.61 LF 54 " C Y , y Y Y fkI T 3 T L k - _g7,4 97 +00 HAIN LINK FENCE � \1 \ � y FORK OF 1 P TATION 2 , 710 700 = •:1 675 -00 8' CHAIN -LINK FENCE W /3- STRAND BARBED WIRE _j / L/ `i� SED =$ DIA I } S PU"NHOLE IM LEV - 9 4 1 IN: 680.52 OUT: 680.52 SSMH ID N0. 50539A REMOVE I IM= 700.08 ° I V INI 83.52 (E) / �EX 36 SS N: 683.61 8" (NE) O V (REMOVE AND REPLACE) Q NV OU 6 3.52 36' (W)1 �. 8 1 ENTRY GATE (REMOVE 4� P� 12 6g,5 I AND REPLACE) py (Q )c ` v / W0111107 7 95 5-1 �-N - . -. _ - IN 111 FOR low- 39 LO EX 361' SS (REMOVE AND REPLACE) I. f• II �\ r�� ■ • � -_ =��' ��'��,`, • ••• -__ � -- - -;�� fill �� y � Mow 95. BRA EIP � -695 6g 5� 69/ DESIGNED ASV DRAWN HLF /GWF CHECKED PROJ. ENGR. ASV 1 REGULATORY APPROVAL 4/14 H & S N0, ISSUED FOR DATE BY APPROVED OWES mI • • / `_ C A RD ESS /041- SEAL 025221 FNGINE4� S, ri IA \\ I =`u MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suife 375, Charlotte, North Carolina 28211 Winston -Salem ■ Forsyth County i /County Utilities Water • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM �o0 0 FH O willffill Q NOTES: 1. INSTALL NEW WATER MAIN PRIOR TO INSTALLING OUTFALL SEWER FROM STATION 99 +50 TO STATION 106 +75. MUDDY CREEK WWTP TO SOUTH FORK PS PLAN AND PROFILE STA 90 +00 TO STA 100 +00 THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 1010 F EET OF w fr I • ga U a vwi = I Co 04 h wa Cr � a 0 ~ Li Lo LO Q cn 003 �� to a II w> a pW o a. W? W aM J U a w� �� I � J_ wa auwi z 0 00 Fn Ww�v Os >_�CD ��U II Z 000 - +cn,�,Q w rna�wo aox�w [J. -wo- Ozo 0< oo +va"- rnOapw i5 cnCL0 aFN 0< 0QO o^o +�� 000 QOw (n V NT 100YR ELEVATION FEMA BASE FLOOD SSVH SSMH 10 N 5053JA REMOVE RIM = 700.08 6831.52 RIM 69 • .87 68 INV IN: 36 i (E) INV OUT: 683.45 36" ( ) IN OU 683.52 36" ( ) SMH ID N0. 5044 PERMANENT STREAM CROSSING WITH CULVERT, SEE DETAIL 2/D6 R M= 94.4-2 236" (E) - 36" (W Ir V UT: 682.97 20 LF 8" CMP SD @ T.50% INV OU 688.5 : 688.0 EX 6" SS E 3 S SEE DE AIL 02T211 EX 36 S LRENWE )NO REP .o 3 5. 7 54 ® 0.1 9e 41 .61 54' A 0.09% 312.86 F 54` 0 0.1 % INV, IN: 682.97 54 NV OUT: 682.97 54" NV IN: INV 683.38 UT• 683.38 54 54' 00 91 +00 92--00 93--00 94--00 95--00 96--00 97--00 98--00 99--00 100- 12 AILEEN MILLER PIN 6812 -35 -9518 DB 704 PG 108 6 1 1 . �h �1 0 J r� If 13 a7 / WINSTON- SALEM /FORSYTH COUNTY / BOARD OF EDUCATION / \ PIN 6812 -34 -5593 / // FEMA FLOODWAY, TYP. \ \ DB 2824 PG 2803 ' +1 .00 92. \ p'pq� 691.8 692.5 SE I- EP COLLAR 690 692.4 / 1 x 692.2 X20 LF SD ©>2.5 0 i 3 BN: 68. 697. INV OUT: 6 .0 P a - -- - - -- PERMANENT STREAM CROSSING 11_ -SEW 3. PROFILE HORZ: 11'=40' VERT: 1"=4' 13 WINSTON- SALEM /FORSYTH COUNTY ' BOARD OF EDUCATION PIN 6812 -33 -7963 DB 2971 PG 5 / TA 93 +69.68 PROPOSED D FLAT P MANHOLE 694.3 SSMH ID NO 50544 (REMOVE & REP RIM =694.4 IIJV IN: 3.02 6" TREE PROTECTION OU 8Bt.Q% ENCE TYP. ,20 WITH CULVERT, SEE DETAIL �2/D6 - -OTC) - _ - 94 +00 15 STA 90 +. .0 �- E ANTI -SEEP C LAIR g3 +00 �15 371 3180 92 +00 6g5 __- � EIP 694.5 G 14 CITY OF WINSTON -SALEM P/N 6812 -44 -0009 OB 2235 PG 2921 8 CHAIN LINK FENCE W/ 3-STRAND BARBED WIRE (REMOVE AND REPLACE) STA 97 +84.29 PRO �SEID DIVERSION BOX ST CTU RIM E EV = 697.00 SEE DWG C27 5MN IU NU. 5U54) KLMUVL 695 2 k RIM= i 0 27033R 695 - EXISTING 30' / 'F1�.T! 683.45 36" ,(J EASEMENT / 20' TCE (LOC) - - - - X 695 6 696.6 95+00 S79. 12" 11"W 96 +00 `414.61 LF 54 " C Y , y Y Y fkI T 3 T L k - _g7,4 97 +00 HAIN LINK FENCE � \1 \ � y FORK OF 1 P TATION 2 , 710 700 = •:1 675 -00 8' CHAIN -LINK FENCE W /3- STRAND BARBED WIRE _j / L/ `i� SED =$ DIA I } S PU"NHOLE IM LEV - 9 4 1 IN: 680.52 OUT: 680.52 SSMH ID N0. 50539A REMOVE I IM= 700.08 ° I V INI 83.52 (E) / �EX 36 SS N: 683.61 8" (NE) O V (REMOVE AND REPLACE) Q NV OU 6 3.52 36' (W)1 �. 8 1 ENTRY GATE (REMOVE 4� P� 12 6g,5 I AND REPLACE) py (Q )c ` v / W0111107 7 95 5-1 �-N - . -. _ - IN 111 FOR low- 39 LO EX 361' SS (REMOVE AND REPLACE) I. f• II �\ r�� ■ • � -_ =��' ��'��,`, • ••• -__ � -- - -;�� fill �� y � Mow 95. BRA EIP � -695 6g 5� 69/ DESIGNED ASV DRAWN HLF /GWF CHECKED PROJ. ENGR. ASV 1 REGULATORY APPROVAL 4/14 H & S N0, ISSUED FOR DATE BY APPROVED OWES mI • • / `_ C A RD ESS /041- SEAL 025221 FNGINE4� S, ri IA \\ I =`u MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suife 375, Charlotte, North Carolina 28211 Winston -Salem ■ Forsyth County i /County Utilities Water • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM �o0 0 FH O willffill Q NOTES: 1. INSTALL NEW WATER MAIN PRIOR TO INSTALLING OUTFALL SEWER FROM STATION 99 +50 TO STATION 106 +75. MUDDY CREEK WWTP TO SOUTH FORK PS PLAN AND PROFILE STA 90 +00 TO STA 100 +00 THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 1010 F EET OF w fr I • 1 REGULATORY APPROVAL N0, ISSUED FOR � 700 0 SOUTH FORK PUMP Ur STATION c\ �UT��GT G� 14 "\ CITY OF WINSTON -SALEM PIN 6512 -44 -0009 DB 2235 PG 2921 695. PIV-12 -� FBI = Fyj 20' VALVE, TYP. 9L t� I GF\ \ L�\ X' \G ;6 \�f CIS– G 30 EASE EN G� � _� 2�E (LOC)– – — M — FU— FM FM 30 DI EX WATER METER �8' CHAIN -LINK FENCE W /3- STRAND BARBED WIRE 695.6 x EX SERVICE LINE SEUEE NOTE 3 \ UT UT I RY A7 T (HE vf fd49 uE U7 UE UT uE UT U� —1 AND REPLACE) lei I� — 6" DIA WATERLINE — UT� u��E_ . 30" DI (ABANDONED) u ' -EX VALVE AND (REMOVE) I x FIRE HYDRANT -- -- ->� (REMOVE) -- - -- - -- CUT AND PLUG _ EX 36 SS _ 15' (REMOVE AND REPLACE) I — Nf2R ~-;"w 99; -QQ— —X. —x 100 +0� \ � - �V (LO C) �ryr / /Xu PROPOSED 6" GATE VALVEJ PROPOSED 20OLF 6" PROPOSED 6" MJ TREE PROTECTION FENCE 22 1/2' BEND AND SILT FENCE, TYP,, STABILIZED AND HYDRANT ASSEMBLY PC 350 DIP WATER LINE STA 0 +62 STA 2 +02 0227000 27 24 PROPOSED WATER DEFLECT PROPOSED 6" SILT FENCE, 690 SERVICE CONNECTION WATER LINE UNDER 10227 0D0 STA 1 +90 EXISTING 6° WATER (SEE NOTE 3) LINE AS REQUIRED K M \ RUTH FOF 4/14 H DATE BY DESIGNED_ DRAWN CHECKED PROJ. ENGR. APPROVED ASV HLF /GWF ASV C A RD� = Q�6 ESS1041_ y SEAL 025221 �7i FNGI N' S.�P� PLAN 1 " =20' 695. x G 696.1 PROPOSED 8� DIA FLAT.TOP MANHOLE RIM ELEV = 697.43 SaMH_-PD N.O. 50539) (REMOVE & RI 697.10 INV IN: .684.21 36 "� VI.N OUP x684.18 36" (N7)� _� X695 FEMA FLOODWAY, TYP \ ur L� U;, \ Ur 101+'0 \ ` � \ \f \Uf 9 6 \\ �f lip Up = PROPOSED 6 MJ Up \45' BEND - STA 0 +15\ ��jy\ Ut\ 59\ \ \ Ut\ LIE 3j 3• v v UE l \695.• \�FS4. 7o2 \ \ \ \\ \ \ \ \\ PROPOSED 6° MJ \. 45' BEND M\ \ PROPOSED 54 \ STA 0 +10 \ ` SANITARY SEWER \ PROPOSED 6" HYMAX COUPLING \ \ OR EQUAL W/ SPLIT HARNESS EIP \ X 6 \ RESTRAINT STA 0 +00 00 e`\ 694.2 X03 �\ X \ 696.8 \ MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suife 375, Charlotte, North Carolina 28211 Winston -Salem ■ Forsyth County 1 /County Utilities Water • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM RESTRAINT JOINT SCHEDULE 1 "- 20'-0 11.25' 225 45' TEE BRANCH, VALVE, SHOWN BELOW MEASURES ONE H & S JOB NUMBER 32245 -000 INCH LONG ON OR DEAD END 6° 3 -0° 5 -0 9 -0 63 -0' NOTES: 1. PROPOSED 6° WATER LINE SPECIFICATIONS: MATERIAL SPECIFICATIONS PIPE: PRESSURE CLASS 350 DUCTILE IRON, STANDARD CIVIL AWWA C -151 ALL BURIED PIPE SHALL BE WRAPPED IN A POLY ETHYLENE ENCASEMENT (MIN. THICKNESS OF 8 MIL) FITTINGS: MECHANICAL JOINT AWWA C153 DUCTILE IRON WITH GASKETS, STANDARD CIVIL 350 PSI PRESSURE RATED COMPACT BODY STYLE RETAINER GLANDS: EBAA IRON SERIES 1100 OR EQUAL HYDRANTS: MUELLER SUPER CENTURION 250 KENNEDY VALVE CO. K- 81 D GUARDIAN OR APPROVED EQUAL VALVES: MUELLER CO., MODEL A2361 OR APPROVED EQUAL MUDDY CREEK WWTP TO SOUTH FORK PS 6" WATER LINE REALIGNMENT PLAN STA 0 +00 TO STA 2 +00 2. ALL WATER LINE SHUTDOWNS SHALL BE COORDINATED WITH OWNER. SHUTDOWNS SHALL BE OF A "SHORT" DURATION AND SHALL ONLY BE PERMITTED BETWEEN THE HOURS OF 11 PM AND 6AM. THE WATER SERVICE IS AN INTEGRAL PART TO PUMP STATION OPERATIONS. A WORK SEQUENCE SCHEDULE SHALL BE SUBMITTED FOR REVIEW AND APPROVAL. 3. CONTRACTOR SHALL CONFIRM LOCATION, SIZE, AND MATERIAL OF EXISTING WATER SERVICE BETWEEN PUMP STATION BUILDING AND EX 611 WATER LINE AND CONNECT TO PROPOSED 6 WATER MAIN. FOR BIDDING PURPOSES ASSUME 2° SERVICE. CONTRACTOR SHALL FURNISH AND INSTALL NEW TAP SADDLE, CORPORATION STOP, CURB STOP, CURB BOX, COPPER TUBING, FLARED FITTINGS, AND WATER METER PIT AND ASSEMBLY. 4. ALL WATER MAIN PIPING TO BE RESTRAINED 5. ALL MATERIALS INCORPORATED INTO THE WORK SHALL BE CONSISTENT WITH THE OWNERS STANDARDS AND SHALL BE INSTALLED ACCORDINGLY. 6. ALL EXISTING HYDRANTS AND METERS REMOVED SHALL REMAIN PROPERTY OF THE OWNER. 7. INSTALL NEW WATER MAIN AND SUCCESSFULLY PRESSURE TEST PRIOR TO TIE IN TO EXISTING WATER MAIN. 20 10 0 20' 1 "- 20'-0 THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW MEASURES ONE H & S JOB NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 C1 OA SHEET OF ►i W 0 a J W IZ N G Cl 710 700 EX 36' (REMU 690 •i1 675 � 100 +00 6 � 6 IUItUU FEMA 100 -YEAR FLOODPLAIN, TYP. 695• x I UZt UU FEMA FLOODWAY, TYP 30" DI FORCEMAIN 1 REGULATORY APPROVAL N0, ISSUED FOR 6 ST 100 +9 . 6g PROPOSED 8' DIA T'TO M� RIM EL €- Y._�697. 3 SSMH ID N0. 5 39 \� RIM = 697.10 6956 EIP _1NV IN: 684.2 6- INV OUT: 684 (W) FM- FM G GRAY L RIVE F11 x'20 �5 1 +00 15' 54" I � - 00 g 15 L SILT FENCE EIP (n � 227000 \ \ EX 6° WL EX 36" SS , (REMOVE AND REPLACE) _ I UJtUU I U`ttUU I UJtUU I UbtUU PROFILE HORZ: V=40' 14 VERT: 1 = 4 CITY OF WINSTON -SALEM 14 PIN 6812 -43 -7699 DB 2449 PG 892 CITY OF WINSTON -SALEM PIN 6812 -43 -5861 STA 107 +19.44 DB 2432 PG 2358 PROPOSED 8' DIA FLAT TOP MANHOLE RIM ELEV = 701.75 GATE �- PROPOSED 8' DIA_ F -fL 699.88 GR ND SS (ID NO. 50540) (F EP NE IM =699: IN 684.53 36" (E) STI 'r 30 I 68 �36� N61 59' 23" � w�54 MAN ND RE4 CEO FM FM - - 0 TCE- FM- U GROUND A91'F ELECTRIC X 9So EX 36" SS 1?' ( VQ )6 +73.4 SED 8 D F TOP M A A EEV 9 •69 50 TCE FM F1i i PAVED ASPHALT i FM IU /tUV INV= 700.69 - INV =6 9.97 MEMO �� ► .: LMT - lam- � � 7" • • O� -� . � -�• " tic. :•• �• �!" . • - r �� ; • ' _ 111 DESIGNED ASV DRAWN HLF /GWF CHECKED PROJ. ENGR. ASV 4/14 H DATE BY APPROVED o CAR O� \ Q�6 ESS /049 SEAL 025221 FNGINc4� W S �P 69 b90 ANU SILI x 0227000 �1 - j x rl S - V TBM THE SCALE BAR STABILIZED OUTLE 20" BIRCH SHOWN BELOW MEASURES ONE FOR SILT FENCE, TYP. ELEV. 699.09' (NAVD INCH LONG ON O a JJ M Q c>D orn co co II J NWH aw o O W W_ W �- FOR MKR D THE ORIGINAL ID N0. OA (REMOVE) - RIM= 700.41 CREEK _ _ LVA 1 -- INV IN: 684.81 6° o SHEET OF INV IN: 68795 " (S) ,� �� -�� '_��,��• INV OUT: 684.67 36" (W) CO NDECTION DETAIL, ,• • • •• :� SEE 1 1 0 CQ 5:, < Q to o Q^ cC 8 A I� �' 00 II J- O m _3 o W ,,� w W a o: cn 18" CP a O a <'! <O p 0 co coo II J o _ w O ~Q U Q to _ 00 (nCH II d O.2 W W a cn g LL p) Q� c0 orn� to II J W >i5 OaW p O w ? W o: cn Li 0; +WWH 00 QO H-�? cn N M nj00 �D Op�W �o-W HW o00 M ��p�J oa Q Ham_ u� law EL V -70 .6 SD SM I N 5 54 A R 0 " D NV N: 84.81 6" E) EXISTING GRADE S MH ID NO. 505401 NV UT 6 4 -6 36" ( ) R M= 99. 8 S MH ID N0. 50 39 I V UT: 684.501,36" (N ) 2 'X 0' RM= 97.0 R CEI IN IT I V UT: 68M8 36" (W) VENTI ELEV-705-53 NOTE 2 TYP. #161,7! 50 BORE IT I 84. 0 6 E) D ( " VE AN ( VE AN 46.01 LF 0.09 " D ) ( D ) 3 12.86 54' ® LF 0.14% 371.2 54' ® 0.10% 205.05 F 54 � 0.10 72.88 LF 54" 0 0.10% L - IN: 684.18 OUT: 684.18 INV IN: 684.39 54" NV OUT: 684.39 54 IN IN: 687.86 8' INV IN: 684.43 54" N_ INV OUT: 684.43 541 + IN IN 54' 54' INV IN: INV OUT 683.81'540 683.81 540 INV NV STEEL IP IN P�OPOSED,-BMF - 0 1.0" AUGER RE U AL, T P. t AB ND N PL CE L AL GN EN S IFT D FROM E ISTI G AN TAY EW R _P4 675 � 100 +00 6 � 6 IUItUU FEMA 100 -YEAR FLOODPLAIN, TYP. 695• x I UZt UU FEMA FLOODWAY, TYP 30" DI FORCEMAIN 1 REGULATORY APPROVAL N0, ISSUED FOR 6 ST 100 +9 . 6g PROPOSED 8' DIA T'TO M� RIM EL €- Y._�697. 3 SSMH ID N0. 5 39 \� RIM = 697.10 6956 EIP _1NV IN: 684.2 6- INV OUT: 684 (W) FM- FM G GRAY L RIVE F11 x'20 �5 1 +00 15' 54" I � - 00 g 15 L SILT FENCE EIP (n � 227000 \ \ EX 6° WL EX 36" SS , (REMOVE AND REPLACE) _ I UJtUU I U`ttUU I UJtUU I UbtUU PROFILE HORZ: V=40' 14 VERT: 1 = 4 CITY OF WINSTON -SALEM 14 PIN 6812 -43 -7699 DB 2449 PG 892 CITY OF WINSTON -SALEM PIN 6812 -43 -5861 STA 107 +19.44 DB 2432 PG 2358 PROPOSED 8' DIA FLAT TOP MANHOLE RIM ELEV = 701.75 GATE �- PROPOSED 8' DIA_ F -fL 699.88 GR ND SS (ID NO. 50540) (F EP NE IM =699: IN 684.53 36" (E) STI 'r 30 I 68 �36� N61 59' 23" � w�54 MAN ND RE4 CEO FM FM - - 0 TCE- FM- U GROUND A91'F ELECTRIC X 9So EX 36" SS 1?' ( VQ )6 +73.4 SED 8 D F TOP M A A EEV 9 •69 50 TCE FM F1i i PAVED ASPHALT i FM IU /tUV INV= 700.69 - INV =6 9.97 MEMO �� ► .: LMT - lam- � � 7" • • O� -� . � -�• " tic. :•• �• �!" . • - r �� ; • ' _ 111 DESIGNED ASV DRAWN HLF /GWF CHECKED PROJ. ENGR. ASV 4/14 H DATE BY APPROVED o CAR O� \ Q�6 ESS /049 SEAL 025221 FNGINc4� W S �P 69 b90 ANU SILI x 0227000 �1 - j x rl S - V TBM THE SCALE BAR STABILIZED OUTLE 20" BIRCH SHOWN BELOW MEASURES ONE FOR SILT FENCE, TYP. ELEV. 699.09' (NAVD INCH LONG ON 0227024 ' �- FOR MKR D THE ORIGINAL ID N0. OA (REMOVE) - RIM= 700.41 CREEK _ _ LVA 1 -- INV IN: 684.81 6° o SHEET OF INV IN: 68795 " (S) ,� �� -�� '_��,��• INV OUT: 684.67 36" (W) CO NDECTION DETAIL, ,• • • •• :� SEE MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suite 375, Charlotte, Norfh Carolina 28211 I U0tUU I UytUU tr] o y PROPOSED 15 72,0 DEL CASI N G m W t- 0 DONALD HEATH TRENT O PIN 6812 -53 -2669 EIP OB 1039 PG 1155 _ •4" GAS LINE P LATI C) '�i S IL B RIN SfA 109 +92.32 D e -04 PROPOSED 8' DIA FLAT TgP- - RIM ELEV = 696.39 1 ROPOSED PE ANENT x695 ASEMEN RI ES 0'TC (0) j GUA 69 5, _ I _ �- I 109 +00 5' N73' 19' 34 W Le �finii ' ' �''• I 1 1 G7 m Winston -Salem Forsyth County I /County Utilities Water • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM x ' 710 700 V IN:684.71 54" V OUT :684.71 54" 680 675 110 +00 F x / T E ROT 101 E, T 0227033R ANHOLE A N 7 O O == .C� Oa SOUTH FORK PS TO SIPHON MH PLAN AND PROFILE STA 100 +00 TO STA 110 +00 NOTES: 1. TEMPORARY SEDIMENT FILTER BAG SHALL BE USED FOR DEWATERING. SEE DETAIL 0227038. 2. WATER LEVEL AND AUGER BORING RESULTS ARE PROVIDED BY THE S & ME SOIL BORING REPORT. 3. SSMH (ID NO 50540A) TO BE REMOVED, PROPOSED 8" DIP W/ P401 TO BE CONNECTED TO EXISTING 8" SS, SEE SANITARY SEWER CONNECTION DETAIL ON SHEET D1. 4. INSTALL TEMPORARY GRAVEL DRIVE FOR PUBLIC USE PRIOR TO INSTALLING BORE PIT. 5. INSTALL TRAFFIC CONTROL BARRICADES AND LIGHTS TO PROTECT DRIVEWAY TRAFFIC AND BORE PIT 40 20 0 40' 1'= 40' -0' THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW MEASURES ONE • INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER LVA 1 C 11 SHEET OF ,• • • •• :� 1 1 SOUTH FORK PS TO SIPHON MH PLAN AND PROFILE STA 100 +00 TO STA 110 +00 NOTES: 1. TEMPORARY SEDIMENT FILTER BAG SHALL BE USED FOR DEWATERING. SEE DETAIL 0227038. 2. WATER LEVEL AND AUGER BORING RESULTS ARE PROVIDED BY THE S & ME SOIL BORING REPORT. 3. SSMH (ID NO 50540A) TO BE REMOVED, PROPOSED 8" DIP W/ P401 TO BE CONNECTED TO EXISTING 8" SS, SEE SANITARY SEWER CONNECTION DETAIL ON SHEET D1. 4. INSTALL TEMPORARY GRAVEL DRIVE FOR PUBLIC USE PRIOR TO INSTALLING BORE PIT. 5. INSTALL TRAFFIC CONTROL BARRICADES AND LIGHTS TO PROTECT DRIVEWAY TRAFFIC AND BORE PIT 40 20 0 40' 1'= 40' -0' THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW MEASURES ONE H & S JOB NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 C 11 SHEET OF ►i LU W Cc I • a, U7 —FM -- 1 REGULATORY APPROVAL N0, ISSUED FOR CITY OF WINSTON -SALEM PIN 6812 -43 -5861 nn nA�n M� n =n DESIGNED ASV DRAWN HLF /GWF CHECKED PROJ. ENGR. ASV 4/14 H & S DATE BY APPROVED o <�H CARD = Q�6 ESS1041- SEAL 025221 FNGI NV- -� NOTES: 1. FURNISH AND INSTALL JERSEY BARRIERS AROUND BORE PIT. 2. FURNISH AND INSTALL TRAFFIC BARRELS AROUND WORK ZONE. 3. TRAFFIC BARRELS AND EQUIPMENT TO BE MOVED AT END OF EACH WORK DAY TO ALLOW PUBLIC / ACCESS TO DRIVE. 4. ALL TRAFFIC CONTROL MEASURES TO MEET NCDOT AND MUTCD CRITERIA. 5. AT END OF EACH WORK DAY, ALL OPEN EXCAVATIONS TO RECEIVE MIN. 14 o y 15 6' HIGH SECURITY FENCING OR BE COVERED. CITY OF WINSTON -SALEM EIP DONALD HEATH TRENT / PIN 6812 -43 -7699 g 1 O PIN 6812 -53 -2669 6. CONTRACTOR TO SUBMIT FOR 08 2449 PG 892 DB 1039 PG 1155 APPROVAL TRAFFIC CONTROL PLAN. �IU IV V. JVJ`FUFi��' NIV IN: 684,81_- INVJN,--6S7.95 8° (S) OUT: 684.67 36" (W) PLAN 1 =401 MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suife 375, Charlotte, North Carolina 28211 Winston -Salem ■ Forsyth County �c i /County Utilities Water • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM SEQUENCE OF CONSTRUCTION 1. INSTALL ASPHALT TAPER TO DRIVEWAY AS INDICATED. 2. INSTALL TRAFFIC CONTROL DEVICES AND SIGNAGE. 3. INSTALL JACK & BORE WITH NEW OUTFALL / SEWER. 4. RESTORE ALL DISTURBED AREAS TO ORIGINAL CONDITIONS. 5. REMOVE TRAFFIC CONTROL DEVICES. 109 +00 �, 55 SOUTH FORK PS TO SIPHON MH TRAFFIC CONTROL MEASURES 40 20 a 0 THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 C1 1 A SHEET OF ►i W 0 a J W IZ 710 700 690 680 110 +00 FEMA FLOODWAY, TYP. 696.E x 69 TREE PROTECTION FENCE TYP- WI 110 0( I I I+UU I I L+UU I I J+UU 1 1 4+UU 11 3+UU PROFILE HORZ: 1 ° =40' VERT- V=4' 15 DONALD HEATH TRENT PIN 6812 -53 -2669 DB 1039 PG 1155 20 LF 30" CM P SD @ / \ \ INV IN: 691.5 1 INV OUT: 691.0 -� 694.5 CREEK BRANCH--\ INV= 691.09 30 CMP SD INV =,6 �CULVCRT E PROTECTION I I0-FUU I I /tUU I I0+UU A WINSTON- SALEM /FORSYTH COUNTY I I BOARD OF EDUCATION PIN 6812 -54 -6872 DB 2819 PG 1531 I 3- STRAND BARBED WIRE FENCES I I I I ytUU 710 700 � 11 A HUBBARD REALTY OF WINSTON- SALEM, INC. PIN 6812 -73 -6147 DB 1793 PG 3124 6 x nl 696.4 I� x x-00 ' _ _ EXIST YESI�TA(L C) _ - �� x o I F 396.23 LF 54' ss 's - - Ex�sT ��'�x x695.3 _-� F� GATE _,�e I EX 36 SS T_ EX 36" SS PERMA T ARMORFLEX BANK 6 5 X695 ��_� --FIST EsMT (LQC� 6(R MO E AND 6 7.7 (ABANDON) �� U *' (REMOVE AND REPLACE) EX ST E M (L C REPL (r+ _ EX 36 SS _ 69 � ZATI 9' L x 15' W x 2 693. la- / p St AIL 4/D6 (REMOVE AND REPLACE) I 34STRAND X BARB E IRE _ 4.3 697.9 STABILIZED OUTLET x697.6 SILT FE CE (REMOVE FOR SILT FENCE, TYP. PROPOSED 54° BARBED YP } FENCE STA N1118 +08 TO STA 120+96 20 +96 TUBE (FFI , P. SANITARY SEW R WIRE FENC AND REPLACE) 227024 - 0227039 x X 7000 I TF ROTECTIO .69B. 697. 697.9 x 4 X Inc 1 REGULATORY APPROVAL N0, ISSUED FOR 4 14 H & S DATE BY DESIGNED ASV DRAWN HLF /GWF CHECKED PROJ. ENGR. ASV APPROVED CONCRETE BLOCKS 3�ewls �H A.�� fP3 WAIIN i -1tv MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suite 375, Charlotte, Norfh Carolina 28211 Winston -Salem - Forsyth County �c 1 /County Utilities Water - Sewer - Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM 6 SOUTH FORK PS TO SIPHON MH PLAN AND PROFILE STA 110 +00 TO STA 120 +00 '1 20 1 1'=40'-O' � THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 C12 SHEET OF W Iz • ',R 0 V T 0 o_ 0 � 0 t0 J la- N W II 0 vWi a O Q � � (C Q °'Fcc 00 0 II J �W, ~ 0 o aW a v``'i o U- DODD� +W(�C �o Nanc 0Z daJ +WIa- �V) �a° cinom.uWi 0 W oZ 0 +LLJ� TN � ccnnacn F to 0 _j W 0 ENT FLO D LE ATI N -7 1 NO. 50572 REMOVE & REPLACE S MH ID TEMPORARY WITH SEE CULVERT, DETAIL STREAM 2/D6 CROSSING RI VI= 98.76 686.02 36" (E) 68598 36 (W) I OJT: S MH ID N0. 50 42 R MO R EXI TIN GRAD RI = 95.62 INV OJT: 68537 36° (W) 20 LF 30" CM S 0 2.5 % t�r, IN OUT: 91. S E ET IL 222 18 EX 36' SS R MO (ABANDON) (R MO D REP ) 286.1 S LF 5 ' 0.10 96.23 LF 54, ® 0.10 81.63 LF 54` 0.10 LJ IN: 684.99 OUT:684.99 685.39 541- 85.39 54 INV I V 54 NV IN: 54 BA DO I PL CE LIGNMENT SHIFTED FROM EXISTING SA 680 110 +00 FEMA FLOODWAY, TYP. 696.E x 69 TREE PROTECTION FENCE TYP- WI 110 0( I I I+UU I I L+UU I I J+UU 1 1 4+UU 11 3+UU PROFILE HORZ: 1 ° =40' VERT- V=4' 15 DONALD HEATH TRENT PIN 6812 -53 -2669 DB 1039 PG 1155 20 LF 30" CM P SD @ / \ \ INV IN: 691.5 1 INV OUT: 691.0 -� 694.5 CREEK BRANCH--\ INV= 691.09 30 CMP SD INV =,6 �CULVCRT E PROTECTION I I0-FUU I I /tUU I I0+UU A WINSTON- SALEM /FORSYTH COUNTY I I BOARD OF EDUCATION PIN 6812 -54 -6872 DB 2819 PG 1531 I 3- STRAND BARBED WIRE FENCES I I I I ytUU 710 700 � 11 A HUBBARD REALTY OF WINSTON- SALEM, INC. PIN 6812 -73 -6147 DB 1793 PG 3124 6 x nl 696.4 I� x x-00 ' _ _ EXIST YESI�TA(L C) _ - �� x o I F 396.23 LF 54' ss 's - - Ex�sT ��'�x x695.3 _-� F� GATE _,�e I EX 36 SS T_ EX 36" SS PERMA T ARMORFLEX BANK 6 5 X695 ��_� --FIST EsMT (LQC� 6(R MO E AND 6 7.7 (ABANDON) �� U *' (REMOVE AND REPLACE) EX ST E M (L C REPL (r+ _ EX 36 SS _ 69 � ZATI 9' L x 15' W x 2 693. la- / p St AIL 4/D6 (REMOVE AND REPLACE) I 34STRAND X BARB E IRE _ 4.3 697.9 STABILIZED OUTLET x697.6 SILT FE CE (REMOVE FOR SILT FENCE, TYP. PROPOSED 54° BARBED YP } FENCE STA N1118 +08 TO STA 120+96 20 +96 TUBE (FFI , P. SANITARY SEW R WIRE FENC AND REPLACE) 227024 - 0227039 x X 7000 I TF ROTECTIO .69B. 697. 697.9 x 4 X Inc 1 REGULATORY APPROVAL N0, ISSUED FOR 4 14 H & S DATE BY DESIGNED ASV DRAWN HLF /GWF CHECKED PROJ. ENGR. ASV APPROVED CONCRETE BLOCKS 3�ewls �H A.�� fP3 WAIIN i -1tv MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suite 375, Charlotte, Norfh Carolina 28211 Winston -Salem - Forsyth County �c 1 /County Utilities Water - Sewer - Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM 6 SOUTH FORK PS TO SIPHON MH PLAN AND PROFILE STA 110 +00 TO STA 120 +00 '1 20 1 1'=40'-O' � THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 C12 SHEET OF W Iz • ',R 720 710 VE ELI SSMH (ID N0. 50658) (ABANDON) RIM = 700.00 INV IN: 686.35 36" (E) 700 INV IN: 690.32 8" (N) INV OUT: 686.30 36" (W) PIPE CAP SEE DETAIL 02' EX 36" SS (ABANDON) • • ,1 680 120 +00 121 +0 ALIGNMENT SHIFTED FROM EXISTING SANITARY SEWER n SSMH EXISTING 20" EASEMENT - 20 LF OF 8" DIP W /P401 RIM = 700.00 INV IN: 686.35 36" (E) °7 INV IN: 690.32 8" (N) 4 CIO INV OUT: 686.30 36" (W) PROPOSED RMANENT EASEMENT VA IES 381.63 LF 54" S84' 32' 07 "W (G� g6 6 > i RA EXISTING 30' EASEMENT ABANDON IN PLACE FROM STA 118 +08 TO STA 120 +96 STABILIZED OUTLET FOR SILT FENCE, TYP. O EX 36" SS 0227024 �� (ABANDON) C� CREEK BRANCH EX 8" SS II 36 RGP3 / t %" 121 +00 RUNE - x 696 S17' 28 0'W 165.85' - EX 8" SSA Egg' EX S T03,�_ 122 +00 (STING 20' EASEMENT CUL ERT INLET PR ECTION D2 701 ° TEMPORARY STREAM CROSSING WITH CULVERT, 123 +00 124 +00 125 +00 126 +00 PROFILE HORZ: V=40' VERT: 1"=4' FEMA FLOODWAY, TYP. / J MEGAN WHELEN AND ANDREW P COLE AND 1 JAMES WHELEN I DARLYN C COLE 0 a_ 0 a C3 W 0- W (n PIN 6812 -63 -5630 a c0 0 CO II _j W >a aW W o c? W a -6538 DB 2722 PG 1,324 I DB 2772 PG 1156 - FEMA WAY P 0 U_ � g c� 0 o \ tcla- II >Wa a W o ow: W a fn to- 0 °° _ a II \ J W a (D a W a W M O�� 1 + ptp HD'? (n U_ C 00 I H�� (n F MA 100 R AS LE =7 7.7 V=_/07.46 TEMPORARY STREAM CROSSING WITH CULVERT, SEE DETAIL 2/D6 F 00 EL VA ION Z 20 LF 54" CMP SD 0 2.50% INV IN: 691.5 INV OUT: 691.0 SSMH I M 0° RIM = 700.33 INV IN: V UT: 687.46 36 Y w SSMH I D N 0. 50571 R R S RIM= INV INV IN MH ID ND, 50 70 O R LA v RIM= 699.29 INS: 686.45 INV IN 689.71 36" (SE) 8" (S) - IN: OUT: 56.94 690.50 686_,8 6' 3 8" (NE) U�- „ X 6" S X s" s R 0 R CE) R 0 REPU 2118 6° DI WATERLINE D 5 10 381.63 LF 54 00.1Ve 408.181E 54 ® 0.2096 54.72 LF 54 00.% EX 36' Ss 90.64 LF 5 ' 0.209E I INV IN: INV IN: INV OUT:686.61 ` 686.61 54' - 690.50 8" 54' INV NV IN: OUT: 687.43 54" 687.43 54" IN:685.83 54" IN: 689.71 8" INV IN: 685.77 54 INV IN: 690.52 8" - INV OUT 54" + NV INV :685.77 ° NV 0 T 685.83 54" AB ND N N FILAGE Q EXISTING 20" EASEMENT - 20 LF OF 8" DIP W /P401 RIM = 700.00 INV IN: 686.35 36" (E) °7 INV IN: 690.32 8" (N) 4 CIO INV OUT: 686.30 36" (W) PROPOSED RMANENT EASEMENT VA IES 381.63 LF 54" S84' 32' 07 "W (G� g6 6 > i RA EXISTING 30' EASEMENT ABANDON IN PLACE FROM STA 118 +08 TO STA 120 +96 STABILIZED OUTLET FOR SILT FENCE, TYP. O EX 36" SS 0227024 �� (ABANDON) C� CREEK BRANCH EX 8" SS II 36 RGP3 / t %" 121 +00 RUNE - x 696 S17' 28 0'W 165.85' - EX 8" SSA Egg' EX S T03,�_ 122 +00 (STING 20' EASEMENT CUL ERT INLET PR ECTION D2 701 ° TEMPORARY STREAM CROSSING WITH CULVERT, 123 +00 124 +00 125 +00 126 +00 PROFILE HORZ: V=40' VERT: 1"=4' FEMA FLOODWAY, TYP. / J MEGAN WHELEN AND ANDREW P COLE AND 1 JAMES WHELEN I DARLYN C COLE _ PIN 6812 -63 -5630 I PIN 6812 -63 -6538 DB 2722 PG 1,324 I DB 2772 PG 1156 - FEMA WAY P SEE DETAIL 2/D6 / - 20 LF 54" CMP SD FE 0 2.50% EE PR TI -L� FENCE, 6g'�• x INV IN: 691.5 - - _ INV OUT: 691.0 _- 0227 . 3 12 LF 4" 69"'- 6 60' 54 W _ I WETLANDS �EX 8" SS x 69 (ABANDON) - END PROPOSED PERMANENT EASEM-ENT 8 �- 122 +00 N60' - - 12 54 In ° / x 6y 0 390.64 LF 54" I x T 1 1.08 3 695 8' 1649 AT 70PB OMAL g5. 1 E V - 69 .fl7 6g SSMH 0. 50571 REPL/ RIM = 699:29 EX 36" SS INV IN: 686,4036" 3 (REMOVE) NV : 689.71 (S)�- 5 OUT: 68 . 5 3 &0�W) 69� 1 0 LF OF F64" DIP W /P40,1 3 � g5 PROPOSED PERMANE T EASEM EN77XMES PERM NT AR EX BAN N STABILIZATION 17' x x SD {A \SEE DETAIL EX 36" SS o (ABANDON) - _N 00 IfI HIV IVlf1 INV. U RIM= 700.13 D 6° HUBBARD REALTY OF h°c PROPOSED 54 WINSTON -SALEM INC ' _� `� EX 8" SS SANITARY �t #ER EXISTING 2 " 6g PIN 6812 -73 -6147 T DB 1793 PG 3124 69 69 TCE C;P x696 P 0 LF W /OF A A r 0 \I - T EXInT� EX 36" SS ( (REMOVE AND REPLACE) x 6g5.� 05 )�� / 695 127 +00 128 +00 - - SSMH (ID MH NO. 805) MARSHY RIM = 701.13 INV OUT: 692.05 8" (SW) SSMH (ID 0. 5 573) (REI RIffi=7M33 INV OU . %•• '► • ROPOSE _• IM E �• 1 i k K 20' TCE • • 00 QB.18 LF 54 ry v • �, ► v• -.r -�� EXIST INN •/ Y . , I • OSED - G • • • ;•R • • -a • REPLACE) SSMH(ID • • • a . . �_tx Rw • f • , • INV INV 690.50 (NE) 2• -� P I A I\I FEMA FLOODWAY, TYP. EXISTING EASEMENT N 128+00 129 +00 PLACE 100 1ANHOLE 69g� X _ y DO Ng� 129+ 0 395.1$ g6 700 EX 36" SS (REMOVE AND REPLACE) R TREE PROTECTION FENCE AND SILT-FENCE, TYP. S MI CEEK O UTH FORK UDDY _ - ••• Fig :EZ-5- TBM •��p2 - 15° POPLAR -- ----- E 98.44' (NAVO 88) 720 710 I (REMOVE do REPLACE) E) (NW) 700 CE) ••/1 680 130 +00 40 20 0 40' 1 =40 1'= 40' -0" W ASV THE SCALE BAR DATE OCTOBER 2014 LLI DESIGNED �H CARS Winston -Salem • Forsyth County IY HLF GWF �� • • • • SHOWN BELOW DRAWN / _ �pFESS /p,1,9 y ` /County Util�t�es SOUTH FORK PS TO SIPHON MH MEASURES ONE NUMBER JOB 32245 -000 Cc SEAL EN AND ASR INCH LONG ON 0 CHECKED Water • Sewer • Solid Waste Disposal PLAN AND PROFILE CONTRACT DRAWING Environm I- ASV 025221 ental Engineers & Scientists THE ORIGINAL NUMBER NUMBER Q PROJ. ENGR. �i/iO�FNGINV- ��, 4944 Parkway Plaza Blvd, Suite 375, Charlotte, Norfh Carolina 28211 STA 120 +00 TO STA 130 +00 DRAWING. 1 C 1 3 1 REGULATORY APPROVAL 4/14 H FtN S. �P SOUTH FORK IMPROVEMENTS PROGRAM LU N0, ISSUED FOR DATE BY I APPROVED I I I SHEET OF Cc d 720 710 700 .•1 680 130700 IJIfiVU I JLfi UU TREE PROTECTION FENCE, TYP. U 13 I JJfi UU I J1+fiUU I JJfiUU I JbfiUU I J/ fiUU PROFILE HORZ: V=40' VERT: 1"=4' FEMA FLOODWAY, TYP. PROPOSED 8' DIA FLAT TOP MANHOLE \ r r.• ` 698.9 7 DESIGNED ASV CAROC/ DRAWN HLF /GWF =� �6 _SS /p�9 CHECKED SEAL 025221 PROJ. ENGR. ASV ��/i� FNGINV- 1 REGULATORY APPROVAL 4/14 H& S �F�j/ S �P N0. ISSUED FOR DATE BY APPROVED iii' ��.. 11111111110M� 70U PI AN �l MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suh 375, Charlotte, North Carolina 28211 I J0fiUU EX 36" SS (REMOVE AND REPLACE) I J�JfiVU 720 710 700 . . Dv Winston -Salem • Forsyth County 1 /County Utilities Water r Sewer r Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM LP SOUTH FORK PS TO SIPHON MH PLAN AND PROFILE STA 130 +00 TO STA 140 +00 40 20 a 0 THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 C14 SHEET OF W 0 a J 0 Lu IZ a_ 0 C14 a_ �o 0io �( II J (nW ~ OW W w- W a_ 0: V) a OR Eli _ 00 0) J H II o W a W (A MOOS L IjWcO —tea 11-- Ix EL V= 08.9 N FL OD ELE ATI N S MH ID NO. 50 74 R 0 REP S MH ID N0. 50 75 R 0 R PLA RI =6 9. D RI =6 9. 5 IN 0 T: 87 80 6° (W) IN 0 T: 588.30 6 (W) =+ E 36' S E 36' S (REM AND RE LA R M AND RE LA L 54' 0.1090 1.9 5 ` 10� 4 7. 8 4 0.1 % 39 IN: 687.82 UT:687.82 INV I V INV NV 54 4' IN: OUT.-688.22 688.22 54" 54 —Lin 680 130700 IJIfiVU I JLfi UU TREE PROTECTION FENCE, TYP. U 13 I JJfi UU I J1+fiUU I JJfiUU I JbfiUU I J/ fiUU PROFILE HORZ: V=40' VERT: 1"=4' FEMA FLOODWAY, TYP. PROPOSED 8' DIA FLAT TOP MANHOLE \ r r.• ` 698.9 7 DESIGNED ASV CAROC/ DRAWN HLF /GWF =� �6 _SS /p�9 CHECKED SEAL 025221 PROJ. ENGR. ASV ��/i� FNGINV- 1 REGULATORY APPROVAL 4/14 H& S �F�j/ S �P N0. ISSUED FOR DATE BY APPROVED iii' ��.. 11111111110M� 70U PI AN �l MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suh 375, Charlotte, North Carolina 28211 I J0fiUU EX 36" SS (REMOVE AND REPLACE) I J�JfiVU 720 710 700 . . Dv Winston -Salem • Forsyth County 1 /County Utilities Water r Sewer r Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM LP SOUTH FORK PS TO SIPHON MH PLAN AND PROFILE STA 130 +00 TO STA 140 +00 40 20 a 0 THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 C14 SHEET OF W 0 a J 0 Lu IZ IV 720 710 700 ••1 •:1 C 698.? SOIL BORING B -05. *I W1 WI VI 6+ H N 1 REGULATORY APPROVAL N0, ISSUED FOR 4/14 H DATE BY I L+ I + U U I y-L +U U I L+J +U U I Li-L+ +U U I L+D +U U DESIGNED_ DRAWN CHECKED PROJ. ENGR. APPROVED ASV HLF /GWF ASV KENDELL LEE MOORE SSMH AND IRENE MOORE PIN 6812 -83 -2311 i \DB 3020 PG 3229 �EX 8° SS PAULA DELUCA PIN 6812 -83 -3331 DB 2823 PG 2203 �� 1698.6 o�� C A RD� = Q�6 ESS104,_ �v SEAL 025221 �7i FNGI N' S.�P� PROFILE HORZ: V=40' VERT: 1"=4' EXISTING 20' SSMH PI AN I = 4U I -,+O +UU MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suife 375, Charlotte, North Carolina 28211 11+ / +UU 18 JOHNNY L. MORGAN SHARLETTE D. MORGAN PIN 6812 -83 -6276 DB 2816 PG 3410 I _'+0 +UU Winston -Salem ■ Forsyth County �c i /County Utilities Water • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM EX 8° SS I _'F�J+UU SSMH EXISTING 20' EASEMENT I9 720 NOTES: 1. WATER LEVEL AND AUGER BORING RESULTS ARE PROVIDED BY THE S & ME SOIL BORING REPORT. 2. TEMPORARY SUPPORT EXISTING WATER LINE AS NECESSARY FOR OUTFALL CONSTRUCTION. 710 VE & REPLACE) 700 'E) 690 NEWAKM .:1 /1 RONALD BREWER BRENDA B. BREWER �- PIN 6812 -93 -2894 DB 1938 PG 509 - 20 LF OF V00.7 DIP W /P401 -2-STRAND ELEC O � Q c0 O� - Lo t0 NO o J + Zn a II a <0� W a w (q FENCE (REMOVE AND REPLACE) > Ln 20' TCE (= - - - Lr O Q Q 00 Op 0 n 0 00 II > aC3 0M W a � N a p H Q �p D K) 0to J W O Q a Z. II o ~ W w cn -4 Op to (n 0- to QOM V NT LEV 709.53 -708.8 F MA 100 R AS S MH ID 0. 3450 RE SS H ID N . 451 REMOVE & REPL ACE 8 " (E) 6 8�� (N) S MH ID NO. 50 76 R 0 R PLA RIM 70 .67 RI -7 0. 7 8 INV IN: 692.31 S) 60 3 ZN IN IN 694.2 8 (N T: 688.69 36° (W) EENOTE 2 X 6° S X 6 S REMOVE R CE) %VPVC 7REPU 0 WATER NOTE LEVEL, 1 SE I 427.28 LF 54 ® .1 379.29 LF 54 ®0.110%- 402.11 LF 54" ® 0.10 0 95.57 LF 54 "- 0.10 e X (R YO AND RE II INV INV INV IN: 688.64 54" IN: 694.23 8" UT 688.64 54" INV IN: 689.02 INV IN: 692.31 INV OUT: 689.02 54' 8" 54" IN' INV V INV IN 689.43 IN: OUT: 54' 694.46 8 689.43 14mf- C 698.? SOIL BORING B -05. *I W1 WI VI 6+ H N 1 REGULATORY APPROVAL N0, ISSUED FOR 4/14 H DATE BY I L+ I + U U I y-L +U U I L+J +U U I Li-L+ +U U I L+D +U U DESIGNED_ DRAWN CHECKED PROJ. ENGR. APPROVED ASV HLF /GWF ASV KENDELL LEE MOORE SSMH AND IRENE MOORE PIN 6812 -83 -2311 i \DB 3020 PG 3229 �EX 8° SS PAULA DELUCA PIN 6812 -83 -3331 DB 2823 PG 2203 �� 1698.6 o�� C A RD� = Q�6 ESS104,_ �v SEAL 025221 �7i FNGI N' S.�P� PROFILE HORZ: V=40' VERT: 1"=4' EXISTING 20' SSMH PI AN I = 4U I -,+O +UU MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suife 375, Charlotte, North Carolina 28211 11+ / +UU 18 JOHNNY L. MORGAN SHARLETTE D. MORGAN PIN 6812 -83 -6276 DB 2816 PG 3410 I _'+0 +UU Winston -Salem ■ Forsyth County �c i /County Utilities Water • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM EX 8° SS I _'F�J+UU SSMH EXISTING 20' EASEMENT I9 720 NOTES: 1. WATER LEVEL AND AUGER BORING RESULTS ARE PROVIDED BY THE S & ME SOIL BORING REPORT. 2. TEMPORARY SUPPORT EXISTING WATER LINE AS NECESSARY FOR OUTFALL CONSTRUCTION. 710 VE & REPLACE) 700 'E) 690 NEWAKM .:1 /1 RONALD BREWER BRENDA B. BREWER �- PIN 6812 -93 -2894 DB 1938 PG 509 - 20 LF OF V00.7 DIP W /P401 -2-STRAND ELEC FENCE (REMOVE AND REPLACE) > Ln 20' TCE (= - - - IO d) 1- STRAND ELEC FENCE CLEAR TREES, BUT NOT WETLANDS SOUTH FORK PS TO SIPHON MH PLAN AND PROFILE STA 140 +00 TO STA 150 +00 40 20 0 40 THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 C 1 5 SHEET OF ►i W 0 a J LU IZ 720 710 700 ••1 685 150 +00 IOItUU I OZtUU I OJtUU I Ogtuu 19 STA 153 +01 -62 I DATE OCTOBER 2014 SHOWN BELOW MEASURES ONE 0 W, 10 J a W p W a RONALD BREWER k a BRENDA B. BREWER >0�> �\ RIM ELEV = 702.50 THE ORIGINAL NUMBER SSMH ID N0. 3449 REMOVE do REPLACE PIN 6812 -93 -2894 k RIKI= 702.86 j DB 1938 PC 509 SHEET OF INV IN: 690.11 36" (E) ^ L.L. 0 W, 1 p N_ C-4 OZO o)Q J- 00 ,°a +a W Lo Oa p � W QO W W F- a cn cn 0 W O P: J W Oa p W W W a cn 0 N O P: J W v p W tL' W a cn w w NFN CZO Qia +,°a L� � QO F- Cn :5 0 1O J W 0 p W W W a cn coo t6 Q +,°l,o j �Q H to 0- O Q LL Q \ �G N J a N W d II O o M W tr _ W a W N a- fn O H g0 Q O �NO� n f>D O II J °w> a W W Oa W O O W vWi Nzo OZO �Q NF OZO OiQ C4 11i� � QO H N C-4 OZO Oia lOO V QO v~i 7-FLOOD ELEVATION i +,°a 1�� Ln QO IH cn VENT EL V= 10. 1.3 PERMANENT STREAM CROSSING WITH CULVERT, SEE DETAIL 2/D6 v T S MP RA Y THE M ROBBING, o E DET IL /D6 _ 0 D� P SSMH ID 0. 344 8 SSMH ID 0. 34 49) EK N IN: IN: V OUT: 6 694.0 6 RI =7 2. 6 E ISTI G GRAEFE 0 INV 18' (N) INV OUT: 90.07 6" (W) 6 (REMOVE AN R LA E) SE DETAIL 0222115- 20 INV LF OUT: 84" 6 CM 5.5 P SD @ 2.50% (REM D (R 0 D ) 395.57 LF 4" ®0.10 405.34 54" 0. 0% 7. ®0.10X INV IN: 690.23 54" INV IN: 694.06 18" INV OUT:690.23 54" INV IN:689.82 OUT: 689.82 54" 54" INV 685 150 +00 IOItUU I OZtUU I OJtUU I Ogtuu _L`j_I- - —20' TCE (L W - NI x 9 I WETLANDS of / o - O, X T x 1 REGULATORY APPROVAL NO. ISSUED FOR DESIGNED ASV DRAWN H LF /GWF CHECKED PROJ. ENGR. ASV 4/14 H &S DATE BY APPROVED Vnr 695 -- -700= I OOtuu PROFILE HORZ: 1"=40' VERT: 1"=4' CULVERT INLET PROTECTION PLAN 1 "= 40' i outuu 10 /tuu I Dotuu I Dljtuu TENNIE LANE HURLEY AND SSMH JAMES R PITTMAN JR AMY JEFFRIES BREWER x — -- 1— PIN 6812 -93 -7681 PIN 6812 -93 -9604 DB 3052 PC 4268 >p2' 5Ni C. ID OR S1 CE, TYP. �� 7 00 CREEK BRANCH =r- -- . v 695 � k� •— - o 700 _ 55M—P >�2.4 /N CARD SEAL ffiZEN AND SA �R 025221 Environmental Engineers & Scientists 97,E eft INE� ��, 4944 Parkway Plaza Blvd, Suite 375, Charlotte, North Carolina 28217 VFW S \P C inston -Sleet •Forsyth County I L11 ICI ies Water Sewer • Solis! Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM 720 710 700 ••1 •1 11 WOOD SHED 4' CHAIN LINK FENCE N SOUTH FORK PS TO SIPHON MH PLAN AND PROFILE STA 150 +00 TO STA 160 +00 NOTES: 1. FILL IN ARMORFLEX TO TCE. FILL IN ANNULAR SPACE WITH GROUT. 40 20 0 40' 19 STA 153 +01 -62 I DATE OCTOBER 2014 SHOWN BELOW MEASURES ONE PROPOSED 8' D A FLAT TOP MANHOLE RONALD BREWER k a BRENDA B. BREWER >0�> �\ RIM ELEV = 702.50 THE ORIGINAL NUMBER SSMH ID N0. 3449 REMOVE do REPLACE PIN 6812 -93 -2894 k RIKI= 702.86 j DB 1938 PC 509 SHEET OF INV IN: 690.11 36" (E) ^ _L`j_I- - —20' TCE (L W - NI x 9 I WETLANDS of / o - O, X T x 1 REGULATORY APPROVAL NO. ISSUED FOR DESIGNED ASV DRAWN H LF /GWF CHECKED PROJ. ENGR. ASV 4/14 H &S DATE BY APPROVED Vnr 695 -- -700= I OOtuu PROFILE HORZ: 1"=40' VERT: 1"=4' CULVERT INLET PROTECTION PLAN 1 "= 40' i outuu 10 /tuu I Dotuu I Dljtuu TENNIE LANE HURLEY AND SSMH JAMES R PITTMAN JR AMY JEFFRIES BREWER x — -- 1— PIN 6812 -93 -7681 PIN 6812 -93 -9604 DB 3052 PC 4268 >p2' 5Ni C. ID OR S1 CE, TYP. �� 7 00 CREEK BRANCH =r- -- . v 695 � k� •— - o 700 _ 55M—P >�2.4 /N CARD SEAL ffiZEN AND SA �R 025221 Environmental Engineers & Scientists 97,E eft INE� ��, 4944 Parkway Plaza Blvd, Suite 375, Charlotte, North Carolina 28217 VFW S \P C inston -Sleet •Forsyth County I L11 ICI ies Water Sewer • Solis! Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM 720 710 700 ••1 •1 11 WOOD SHED 4' CHAIN LINK FENCE N SOUTH FORK PS TO SIPHON MH PLAN AND PROFILE STA 150 +00 TO STA 160 +00 NOTES: 1. FILL IN ARMORFLEX TO TCE. FILL IN ANNULAR SPACE WITH GROUT. 40 20 0 40' 1"=4D9-0" THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW MEASURES ONE H & S JOB NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 C16 SHEET OF - W W IY 0 Q J W Er d O 720 710 700 EX 35" S`. (REMOVE 685 160 +00 ALEKSANDAR KRSTIC AND APRILL KRISTIC PIN 6812 -93 -9667 DB 2939 PG 3365 WI, WI; 660LOQ , SW FEMA I REGULATORY APPROVAL ISSUED FOR 10 1 tUU I UZtUU I UJtUU 10 _4tUU IUD UU I bbtUU PROFILE HORZ- 1 " =40' VERT: I"=4' TERRY M. DAWKINS PIN 6822- 03- 0638 DB 2444 PG 14 DESIGNED_ DRAWN CHECKED - PROJ. ENGR. 4/14 H &S DATE BY I APPROVED CABRERA M. VELAZQ UEZ ELIZABETH VELAZQUEZ PIN 6822-0,3-1752 FLEURETTE G. GREGORY- PHILLIPS PIN 6822 -03 -2786 21 DB 3105 PG 1342 DB 2408 PG 1606 CRAIG S. WILLIAMS BARBARA WALKER MARY C. DOBSON BARBARA H. WILLIAMS PIN 6822 -03 -3748 PIN 6822 -03 -1700 PIN 6822 -03 -2724 OB 3034 PG 3885 DB 2125 PG 3413 DB 3014 PG 266 ASV H LE /G WE ASV o��H C A RO� = Q�6 ESS104,_ y SEAL 025221 A WILBERT B. SAMUEL, JR. AND GRACE H. SAMUEL PIN 6822 -03 -4801 DB 2767 PG 3018 DAVID A. WILLARD CRAIG L. AMOS I TAMMY B. WILLARD LESHAWN S. AMOS IPIN 6822 -03 -4874 PIN 6822 -03 -5829 OB 2367 PG 2873 DB 2953 PG 1440 INW.,, 1 " =40' MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suite 375, Charlotte, Norfh Carolina 28211 I0 /tUU 100 UU 10 � -t UU \AMERICAN HOMES 4 RENT GARY SHAROD BOWEN ,' JAMES M. GIANFORTE PROPERTIES FOUR, LLC / PIN 6822- 04- 7033 DANA H. GIANFORTE PIN 6822-03-5985 DB 2685 PG 3720 PIN 6B22-04-8053 DB 3122 PG 2248 J l DB 2044 PG 133 PICKET FENCE Winston -Salem • Forsyth County �c 1 /County Utilities Water • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM TEMPORARY STREAM CROSSING >>q2 70F N EX 36" SS (REMOVE AND REPLACE) RI IVT= 705.22 INV IN: 692.62 36" (NE) INV OUT: 692.57 36" (W) STA 169 +06.96 720 710 & REPLACE) 700 E) [:�'I11 685 170 +00 SOUTH FORK PS TO SIPHON MH PLAN AND PROFILE STA 160 +00 TO STA 170 +00 40 20 0 0 1'=40'-O' THE SCALE BAR DATE SEPTEMBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 C17 SHEET OF ►i W 0 a J 0 W IZ O Od - �p D Ui J p LLJ p W a II D XW �tn a n J U L N a Q W a A a n U W cn ON W a AW a n IZ J `~ ` L O t0 QQo O � �4Q J W > Q pJ W a W p a� - W O ~ g \ co to II J O OL W 0 W p 0 � W j a NF 0Q �Op HW n NF oQO +Q �Op n FEMA FLOOD 100YR BASE^ ELEVATION EL V= 10. 7 TEMPORARY A U WH CULVERT, SEE DETAIL R 2/D6 Oki SE M H (ID 0. 344WREMOVE do REFLACIO RI =7 5. 7 " Es S MH ID 0. 34 5 (REMOVE S MH ID 0. 34 7 R VE & LAC IN 0 T: 91. 9 6" (SW) INIII =7 1111 5.9 92.62 3 " RI =7 3. 4 IN 0 T: 692.57 36�� (W) IN 0 T: 90.79 6" (SW) 20 LF 36" CMP SD ® 2.507 INV IN: :6 9.0 INV OUT: 698.5 ^ d �o i i X 6° S X 6 S C RE O AN CE ND- ItEr 407.24 LF 54 " ®0.109L 80.59 LF 54 O 0. 5 4 2.16 54' 0 0.1 ?% 408.44 LF 54 � 0.10 INV IN:690.64 54 I :691.1 54" INV INV IN: 691.62 54" OUT: 691.62 54" INV INV OUT: 690.64 54" INV OUT: 691.21 54" 685 160 +00 ALEKSANDAR KRSTIC AND APRILL KRISTIC PIN 6812 -93 -9667 DB 2939 PG 3365 WI, WI; 660LOQ , SW FEMA I REGULATORY APPROVAL ISSUED FOR 10 1 tUU I UZtUU I UJtUU 10 _4tUU IUD UU I bbtUU PROFILE HORZ- 1 " =40' VERT: I"=4' TERRY M. DAWKINS PIN 6822- 03- 0638 DB 2444 PG 14 DESIGNED_ DRAWN CHECKED - PROJ. ENGR. 4/14 H &S DATE BY I APPROVED CABRERA M. VELAZQ UEZ ELIZABETH VELAZQUEZ PIN 6822-0,3-1752 FLEURETTE G. GREGORY- PHILLIPS PIN 6822 -03 -2786 21 DB 3105 PG 1342 DB 2408 PG 1606 CRAIG S. WILLIAMS BARBARA WALKER MARY C. DOBSON BARBARA H. WILLIAMS PIN 6822 -03 -3748 PIN 6822 -03 -1700 PIN 6822 -03 -2724 OB 3034 PG 3885 DB 2125 PG 3413 DB 3014 PG 266 ASV H LE /G WE ASV o��H C A RO� = Q�6 ESS104,_ y SEAL 025221 A WILBERT B. SAMUEL, JR. AND GRACE H. SAMUEL PIN 6822 -03 -4801 DB 2767 PG 3018 DAVID A. WILLARD CRAIG L. AMOS I TAMMY B. WILLARD LESHAWN S. AMOS IPIN 6822 -03 -4874 PIN 6822 -03 -5829 OB 2367 PG 2873 DB 2953 PG 1440 INW.,, 1 " =40' MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suite 375, Charlotte, Norfh Carolina 28211 I0 /tUU 100 UU 10 � -t UU \AMERICAN HOMES 4 RENT GARY SHAROD BOWEN ,' JAMES M. GIANFORTE PROPERTIES FOUR, LLC / PIN 6822- 04- 7033 DANA H. GIANFORTE PIN 6822-03-5985 DB 2685 PG 3720 PIN 6B22-04-8053 DB 3122 PG 2248 J l DB 2044 PG 133 PICKET FENCE Winston -Salem • Forsyth County �c 1 /County Utilities Water • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM TEMPORARY STREAM CROSSING >>q2 70F N EX 36" SS (REMOVE AND REPLACE) RI IVT= 705.22 INV IN: 692.62 36" (NE) INV OUT: 692.57 36" (W) STA 169 +06.96 720 710 & REPLACE) 700 E) [:�'I11 685 170 +00 SOUTH FORK PS TO SIPHON MH PLAN AND PROFILE STA 160 +00 TO STA 170 +00 40 20 0 0 1'=40'-O' THE SCALE BAR DATE SEPTEMBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 C17 SHEET OF ►i W 0 a J 0 W IZ m rn 720 710 700 ••1 685 170 +00 171 +00 172 +00 173 +00 174 +00 175 +00 PROFILE HORZ: 1"=40' VERT: 1"=4' TONY BARR AND ERIEN BARR JAMES M. GIANFORTE PIN 6822-04-91431 AND DB 2664 PG 3893 DANA H. GIANFORTE 4.3 PIN 6822 -04 -8053 DB 2044 PG 133 I I + TREE PROTEC ION 0 o FENCE, TYPp3 U I g 022 _033 FOR 170 1 REGULATORY APPROVAL NO. ISSUED FOR _q6 - DESIGNED ASV DRAWN H LF /GWF CHECKED PROJ. ENGR. ASV 4/14 H &S DATE BY APPROVED Ro � Q�a`C oti9� 9 SEAL 025221 9 e iVGIN - S A HUBBARD REALTY OF 176 +00 RIM = 708.68 INV OUT: 698.12 8" (S) •Q - -_ -- _— - •••� – PLAN 1 "= 40' HAZEN AND SARVER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suite 375, Charlotte, North Carolina 28217 177 +00 178 +00 705 - p 0 179 +00 720 710 700 .•1 :1 It + 02 / 705 STA 179 +49.02 N PROPOgD ANTI- EEP STORM DITCH COLLAR p42 01 STREAM CROSSING U T, 20' TCE (LOC) INV. IN: 701.0' _INV. OUT: 700.5' \ 10ERMANENT fAR!Met2F1_EX\'BA ' STABILIZATION 121 x 1 VW x 3'D, )ETAIL 4/D6 Winston -Belem • Forsyth County C I /Co u u U ti 1 S Water • Sewer • Solis! Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM -705-1 I -0, SOUTH FORK PS TO SIPHON MH PLAN AND PROFILE STA 170 +00 TO STA 180 +00 40 20 0 40' 1"=4D9-0" THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW MEASURES ONE H & S JOB NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 C 1 8 F EET OF � � Q a JJ !lj J Q p W —W (L O: (n a 0 a 0Z 04 Oz0 ^a J +° a ^a0 QOW HAW (naU) g 8 0ZN �a +w ^00 �a QOW �aW Q U a W (W to 0 G J Q O JJ �� 0 II J ° a 0W ° 0m W W_W as (n F- a W W � J a (0�0 C� +in na Qom HW NFN ozo �Q +° �ap QOW HXW Na(n VL_1 EL 41 V= 14. 3 FL OD ELE ATI N SSMH ID NO. 344o) R 0 EP RI IN =705..3 IN: 6 3.7 36" 8" (N 36" E IN IN: 6 7.1 693.60 (S - a TEMPORARY STREAM CROSSING S RI MH =7 ID 5. 0. 1 3444 STING GRAD' WITH CULVERT, SEE DETAIL 2/D6 IN 0 T: 93.08 6" (SW 20 LF 42" CMP SD ® 2.5 — INV. IN: 701.0' INV. OUT: 700.5' (IREMOVE ANO R LA E) QEMM ll) �MACE) EX CE) 6515 titi ID F LACE) l 8.44 F 54" ® 0.10% IN: 692.03 54" OUT: 692.03 54" 395.27 F 54" ®0.10 39 .47 L 54" 0.1096 Lj INV INV INV IN: 692.42 54" INV IN: 697.13 8" OUT.-692.42 54" INV LL I j Ll ]I] 171 +00 172 +00 173 +00 174 +00 175 +00 PROFILE HORZ: 1"=40' VERT: 1"=4' TONY BARR AND ERIEN BARR JAMES M. GIANFORTE PIN 6822-04-91431 AND DB 2664 PG 3893 DANA H. GIANFORTE 4.3 PIN 6822 -04 -8053 DB 2044 PG 133 I I + TREE PROTEC ION 0 o FENCE, TYPp3 U I g 022 _033 FOR 170 1 REGULATORY APPROVAL NO. ISSUED FOR _q6 - DESIGNED ASV DRAWN H LF /GWF CHECKED PROJ. ENGR. ASV 4/14 H &S DATE BY APPROVED Ro � Q�a`C oti9� 9 SEAL 025221 9 e iVGIN - S A HUBBARD REALTY OF 176 +00 RIM = 708.68 INV OUT: 698.12 8" (S) •Q - -_ -- _— - •••� – PLAN 1 "= 40' HAZEN AND SARVER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suite 375, Charlotte, North Carolina 28217 177 +00 178 +00 705 - p 0 179 +00 720 710 700 .•1 :1 It + 02 / 705 STA 179 +49.02 N PROPOgD ANTI- EEP STORM DITCH COLLAR p42 01 STREAM CROSSING U T, 20' TCE (LOC) INV. IN: 701.0' _INV. OUT: 700.5' \ 10ERMANENT fAR!Met2F1_EX\'BA ' STABILIZATION 121 x 1 VW x 3'D, )ETAIL 4/D6 Winston -Belem • Forsyth County C I /Co u u U ti 1 S Water • Sewer • Solis! Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM -705-1 I -0, SOUTH FORK PS TO SIPHON MH PLAN AND PROFILE STA 170 +00 TO STA 180 +00 40 20 0 40' 1"=4D9-0" THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW MEASURES ONE H & S JOB NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 C 1 8 F EET OF - W W IY 0 Q J W IY 720 710 700 EX 36" SS (REMOVE AND REPLACE) ••1 IS-M-L, 1 0 1 tUU I ortUU I nl)tUU I OZ+tUU 103tUU PROFILE HORZ: 1"=40' VERT: 1"=4' I outUU IBS /tUU I not UU 1 0yt UU 720 710 EX 36° SS (REMOVE AND REPLACE) 700 s 54" 68 54" 690 •i II NCDOT/NCDENR WETLAND MITIGATION AREA EX 8" SS ~/ A SSMH (ID NO. 3442) (REMOVE & REPLACE) / CREEK BRANCH SSMH ID N0. 3443 R EXISTING 10' RIM= 705.79 HUBBARD REALTY OF RIM = 707.65 / / WINSTON- SALEM, INC. VIN: 694.83 36" (E) DRAINAGE EASEMENT NORTH CAROLINA DEPARTMENT �/ p5 INV IN: 694.30 36" (NE) OF TRANSPORTATION ( ) PIN 6822 -24 -0678 IN IN: 698.21 8" (N) / EXISTING 20' // PIN 6822 -35 -5834 INV OUT: 694.26 6 SW o� INV 694.70 36" SW) STA 181 +06.5 s DE 7773 PG 939 EASEMENT 4' WOVEN �7Q5 STA 185 +01.78 DB 1963 PG 2537 REE PROTECTION PROPOSED 8 DIA FLAT TOP MANHOLE PROPOSED D A FLAT TO MANHOLE / °j/ 20 0 B��3 / WIRE FENCE FENCE, TYP. RIM ELEV = 706.15 RIM EL = 706.98 i / DIP W/ QTA 189 +60.24 COQ 0227033R // N , A CULV RT INLE P OSED ' DIA FLAT A 2 GREENWAY TO BE USED PROTECTI Og FOR TEMPORARY BEGIN PROPOSED / 8 CLEAR TRES, BUT EXISTING 30' STORM DITCH PERMANENT EASEMENT / 0227016 1 • LEV 707.85 U EASEMENT CONSTRUCTION ACCESS. " " NOT WETLAND SEE NOTE 1. - H ID NO. 3453 313.71 LF / r-186.54'0 54 /j- 2 LF 36" CMP SD o„ Zn WI WI -�I 180 01 EX 36" SS _70'F (REMOVE AND REPLACE) H OTECTION FENCE AND -SfLt3S P. 1 REGULATORY APPROVAL NO. ISSUED FOR 4 14 H &S DATE BY DESIGNED ASV DRAWN H LF /GWF CHECKED PROJ. ENGR. ASV APPROVED a H g � c0 j3 00\ c0 II J 0 Q U WW aw0 W- W OL ir cn 000 a Q c0 \ . 00 (0 J Q W� W 0_ W cn o_ LL \ 0 (0 J Q (n W Q o: to ° HQ U. U1 g 0p � c0 II J W> (nW am. w- I+1 d 0: V) U W M n � I 04 J a d cLU J 0 U Ld r0 I''7 �00� +0° CO �apo H�� to Oi=N ° nQ ♦OQ n�H Sao _I --O:W (n Z O J 0- (n 0E-(0____ 0QO O +Lj 0000 v~i I� COQ +00 1n�1�H hallo N V E N T EV= 716.00 EN v FLOOD ELE ATI N Y U PERMANENT WITH SEE SSMH CULVERT, DETAIL I STREAM CROSSING 2 /D6 N J,452 .07 X95.12 36" (NE) : 695.07 36" ( ) RIM 70 3 °_:,_ R M= 08. 2 SM I N . 3 42 INV OU INV UT: 695.57 36" (SW) S M H7 I D 0, 34 3 IM =70 INV INV NV IN: IN: :OUT( •.65 694.83 698.21 6 4.7 3 AN RIM INV INV 05 79 IN: 694.30 OUT: 694.26 8" ( ) 6" (SW 2,50% E 3 S I V UT: 70115 ITC (EM VE AN R LA E) (EM ( DO) ( EM I 395.47 LF 54" 0.10 186.54 54" ® 0.109 LF 54" ®0. 395.63 LF 54" ® 0.10% •�� F OR --Lf - I - INV IN: 693.40 54- INV OUT: 693.40.54!.' 693 .61 OUT: 693. NV IN: 693.22 INV IN: 698.21 NV OUT-.. 693.2 54" 8" 5 " NV INV IN: OUT:692.82 92. 54 54" �, INV + � + UU V) ABANDON IN PAC Ln LI G M E T H TED FROM XIS ING SA IT RY SE ER IS-M-L, 1 0 1 tUU I ortUU I nl)tUU I OZ+tUU 103tUU PROFILE HORZ: 1"=40' VERT: 1"=4' I outUU IBS /tUU I not UU 1 0yt UU 720 710 EX 36° SS (REMOVE AND REPLACE) 700 s 54" 68 54" 690 •i II NCDOT/NCDENR WETLAND MITIGATION AREA EX 8" SS ~/ A SSMH (ID NO. 3442) (REMOVE & REPLACE) / CREEK BRANCH SSMH ID N0. 3443 R EXISTING 10' RIM= 705.79 HUBBARD REALTY OF RIM = 707.65 / / WINSTON- SALEM, INC. VIN: 694.83 36" (E) DRAINAGE EASEMENT NORTH CAROLINA DEPARTMENT �/ p5 INV IN: 694.30 36" (NE) OF TRANSPORTATION ( ) PIN 6822 -24 -0678 IN IN: 698.21 8" (N) / EXISTING 20' // PIN 6822 -35 -5834 INV OUT: 694.26 6 SW o� INV 694.70 36" SW) STA 181 +06.5 s DE 7773 PG 939 EASEMENT 4' WOVEN �7Q5 STA 185 +01.78 DB 1963 PG 2537 REE PROTECTION PROPOSED 8 DIA FLAT TOP MANHOLE PROPOSED D A FLAT TO MANHOLE / °j/ 20 0 B��3 / WIRE FENCE FENCE, TYP. RIM ELEV = 706.15 RIM EL = 706.98 i / DIP W/ QTA 189 +60.24 COQ 0227033R // N , A CULV RT INLE P OSED ' DIA FLAT A 2 GREENWAY TO BE USED PROTECTI Og FOR TEMPORARY BEGIN PROPOSED / 8 CLEAR TRES, BUT EXISTING 30' STORM DITCH PERMANENT EASEMENT / 0227016 1 • LEV 707.85 U EASEMENT CONSTRUCTION ACCESS. " " NOT WETLAND SEE NOTE 1. - H ID NO. 3453 313.71 LF / r-186.54'0 54 /j- 2 LF 36" CMP SD o„ Zn WI WI -�I 180 01 EX 36" SS _70'F (REMOVE AND REPLACE) H OTECTION FENCE AND -SfLt3S P. 1 REGULATORY APPROVAL NO. ISSUED FOR 4 14 H &S DATE BY DESIGNED ASV DRAWN H LF /GWF CHECKED PROJ. ENGR. ASV APPROVED r- LIVI , rLwL)VVM i, i'�r. - SOUTH FORK MUDDY cph -r-r, R�\ � Q�a`C oti9� 9 SEAL 025221 9 GINE�� \F�S.�� Z IA 1150* /J IU SIA 101*1a MANENT ARMORFLEX BANK STABILIZATION 81 x 10'W x 2'D, SEE DETAIL 4/D6 Rmtm 0�EXISTING 30' =%A= rA=kArn =-- 1 "= 40' ffiZEN AND SARVER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suite 375, Charlotte, North Carolina 28217 LA JU JJ (REMOVE AND REPLACE) STO CH - MFLALUAIL (REMOVE AND REPLACES - - - - - - - - FOR SILT FENCE, TYP. 0227024 C inston -Salem • Forsyth County �cl /Co u u ty U ti 11tie S Water Sewer • Solis! Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM � °8 s SOUTH FORK PS TO SIPHON MH PLAN AND PROFILE STA 180 +00 TO STA 190 +00 -0 20 0 -0 -D THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 C19 SHEET OF i Ir 0 Q J G LL] IY 720 710 700 690 190 +00 O U WI �I I OI OI r p 1 REGULATORY APPROVAL N0, ISSUED FOR I y I tuu I yLtUu I yJtUu I y4tUu I SDtUU PROFILE HORZ: I"=40' VERT: 1"=4' MONITORING GAUGE 213FD4 NCDOT /NCDENR WETLAND MITIGATION AREA TREE PROTECTION / =P.^ 4/14 H &S DATE BY zo tf1K(.7'1 ELEV. 709.63' (NAVD 88) DESIGNED_ DRAWN CHECKED PROJ. ENGR. APPROVED ASV HLF /GWF ASV ,u. yy rv_xu VIP � - WETLAl�_DS NORTH CAROLINA DEPARTMENT ' 1� �- OF TRANSPORTATION , � �. (REMOVE FX 35 SS - AND REPLACE) PIN 6822 -35 -5834` ,y DB 1963 PG 2537 yw y o�� C A RD� z Q�6 ESS104,_ 17 SEAL 025221 �7i FNGINE4 -� �, 1 O IBM I yCD+uu MONITORING O GAUGE 31F86F STA 1 MARSHY ZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suife 375, Charlotte, North Carolina 28211 Iy /+Uu I yjo+uu Winston -Salem ■ Forsyth County �c i /County Utilities Water • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM I �jStUU MONITORING GAUGE 4940FC STORM DITCH LUut uu Z__� N U C9 3 EXIST w ESMT I N U.) cn != L O 0 p \ O N cp p 00 J NW�H ��IIW ., QO W � Ix a w a ix In c 0 Q WM fn 10 Q p J Q a to A_ i a i E- Li.p 00 Q (0 pp\ �FN n co O 00 - CD p II J I 0) Q+ ♦ WJw '*�w �Wp - �?w HAW a or cn v1 U W� W"' O z p Q _j Q p a to a - -V ~ _ - Q \OZN co 00 r� J 0j p 0 O Q ♦ �cw IIoV- HIxW a to cn U W� W"' Zn 10 0 Q J p- Q p a cn Q �� N Q of 0 pOt\o 0 II J_ W> Q pro �-w a o: va �Zp �} �pN 0 O ♦ �cnI la -D!?W to EL-V= 16.5 ♦ mow map HAW v1 ELEV 71 .61 LO D LEV TI N CL SSMH R INV ID NO 34155)l(REMOVE dt REPLACE I M = IN: 7 696.24 3 N) qlKAP SS H ID NIO. 45 VE ae REPLIACM SS H INV ID NO. UT: 45 696.22 36 S RIM= INV INV OJT: 10.8 696.58 1696.58 3 36" (S) RIM INV =709.6 OU : 697. 8 36" ) /--EXISTING G AD RIM 7 8.7 INV OU : 6195. 19 35" (W) (REMOVE AND R LA E) I (EM OVEIAND REPLA ) I I I I I ( EM VE AN R LA (REM 3 (REMOVE AN R LA E) 400.85 LF 390.81 LF 54" ® 0.20 54" ® 0.25 71 313.71 54" 0 0.10 1 5.55 54 ® 0.10 160.13 LF 54 ® 0• NV NV IN: 0 695.35 T: 695.35 54" 5 INV IN: INV OUT: 694.57 694.57 54" " 54 INV IN:694.17 54 " NV OUT: 694.17 54" I IN: 693.99 OUT: 54 693.99 54 INV NV 690 190 +00 O U WI �I I OI OI r p 1 REGULATORY APPROVAL N0, ISSUED FOR I y I tuu I yLtUu I yJtUu I y4tUu I SDtUU PROFILE HORZ: I"=40' VERT: 1"=4' MONITORING GAUGE 213FD4 NCDOT /NCDENR WETLAND MITIGATION AREA TREE PROTECTION / =P.^ 4/14 H &S DATE BY zo tf1K(.7'1 ELEV. 709.63' (NAVD 88) DESIGNED_ DRAWN CHECKED PROJ. ENGR. APPROVED ASV HLF /GWF ASV ,u. yy rv_xu VIP � - WETLAl�_DS NORTH CAROLINA DEPARTMENT ' 1� �- OF TRANSPORTATION , � �. (REMOVE FX 35 SS - AND REPLACE) PIN 6822 -35 -5834` ,y DB 1963 PG 2537 yw y o�� C A RD� z Q�6 ESS104,_ 17 SEAL 025221 �7i FNGINE4 -� �, 1 O IBM I yCD+uu MONITORING O GAUGE 31F86F STA 1 MARSHY ZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suife 375, Charlotte, North Carolina 28211 Iy /+Uu I yjo+uu Winston -Salem ■ Forsyth County �c i /County Utilities Water • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM I �jStUU MONITORING GAUGE 4940FC STORM DITCH LUut uu Z__� in 720 710 SS )VE AND REPLACE) 700 I 690 200 +50 EX 36" SS (REMOVE AND REPLACE) L SOUTH FORK PS TO SIPHON MH PLAN AND PROFILE STA 190 +00 TO STA 200 +50 NOTES: 1. NCDOT /NCDENR WETLAND MITIGATION SITE IS DESIGNATED AS THE °FRIEDBURG MARSH MITIGATION SITE CONTRACTOR SHALL CONTACT NCDOT PRIOR TO WORK IN THIS AREA AT 336- 747 -7800. 2. SEE SPECIAL PROVISIONS IN SPECIFICATIONS FOR WORK WITHIN ENERGY UNITED POWER LINE EASEMENT. '1 20 1 1 1'=40'-O' THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 C20 SHEET OF L1J 0 a J 0 LU IZ N U C9 3 EXIST w ESMT I N in 720 710 SS )VE AND REPLACE) 700 I 690 200 +50 EX 36" SS (REMOVE AND REPLACE) L SOUTH FORK PS TO SIPHON MH PLAN AND PROFILE STA 190 +00 TO STA 200 +50 NOTES: 1. NCDOT /NCDENR WETLAND MITIGATION SITE IS DESIGNATED AS THE °FRIEDBURG MARSH MITIGATION SITE CONTRACTOR SHALL CONTACT NCDOT PRIOR TO WORK IN THIS AREA AT 336- 747 -7800. 2. SEE SPECIAL PROVISIONS IN SPECIFICATIONS FOR WORK WITHIN ENERGY UNITED POWER LINE EASEMENT. '1 20 1 1 1'=40'-O' THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 C20 SHEET OF L1J 0 a J 0 LU IZ i Q8 4 O C4 U LD 3 O W W �I 730 720 710 700 ■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ .■ • _ ■■E ■ ■■E■ ■E ■E■ . ■■ ■N■■ ■ _ • ' EN__■ENNEN ■, ■E■■■■ ' ■O■■E■I NONE , ■O■■E■I ■ENE■ " _ ■■■ ■O■ ■■■■■■■■■■■■■■■■■ N■E■E■EE■E■E■E■■■ :- '_. ■■■■E■E■E■E■E■E■E - ■O■■■■ ■E■ ■ENE■ ■■E ■E ■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■E■■■ ■E ■■■I ■■ ■■ ■NE■ ■NE■ ■ ■� " 1. .. • : ,. 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NN: 1I: NEENNNN :II::iENNNNNiiiiiiilliiii ■ii —� — 54@ EN ■ ■ ■ ■NN ■ ■� ■■ ■ ■ ■NO ■ ■�� ■NOEO ■■NNON■OO■■■ ■ 54 ■ ■ 696.49 'i�� -696.49 5 00 ■ ■ ■ ■■IEir�i 'INV OUT.-696.58 ■Oi ■ENEN 5 ■iO ■I , ■NNr�N■ 6961.7154- 698.53 , • , 696.76 ■ NEN ■ ■:�iiiiiiiiiE NEE ■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■NNNE ■ ■ ■ ■ ■ ■E ■ ■ ■ ■ ■ ■ ■ ■ ■ ■NN ■ ■ ■ —INV ■ ■ OE■■■N ■ ■ ■ ■ ■ ■ MIMME ■I ■ ■ ■ MEN ■ ■ ■■ No ■EEO — • ■ ■11 ONEEMMEMEMEME - ■ ■11 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ NOON ■E ■E■■■■■ ■N■■■■■■■■ ■ ■ ■NN■NN■N ■NN ■ ■ ■ ■N■ NNE!!!!! E--= �M� -� °�NEN!!�!1■ ■ ■NN ■ ■NNN■NN ■N ■■ 690 1- 200 +50 201+00 o, �1 6 E / i i -rorr oon�-rn-rinni i TREE PROTECTION FENCE AND SILT FENCE. TYP. 202 +00 203 +00 204 +00 205 +00 PROFILE HORZ: I"=40' INV IN:'-6'98.35 36 (REMOVE AN 206 +00 207 +00 TEMPORARY CONSTRUCTION ENTRANCE /EXIT, SEE DETAIL 0257701 AND DWG C22 FOR CONTINUATION 208 +00 (NE) is" (qw)_ D `SYCAMORE EV. 711.45' (NAVD 88) STORM DITCH 209 +00 Nox- 27.20 LF 30" �N6655" 46' 07 8W SSM ID NO. 3461 RIM- 10.10 )-'NV IN: 698.56 36° (NE) V IN: 698.56,30" (SE) INV OUT: 698.48 36° (SW) CONNECTION DETAIL, SEE DWG C26 EX 30° SS EXISTING 30' EASEMENT STORM DITCH 730 720 710 700 690 210+00 OP MANHOLE N NOTES: 1. TEMPORARY SEDIMENT FILTER BAG SHALL BE USED FOR DEWATERING. SEE DETAIL 0227038. 2. WATER LEVEL AND AUGER BORING RESULTS ARE PROVIDED BY THE S& ME SOIL BORING REPORT. 3. SEE SPECIAL PROVISIONS IN SPECIFICATIONS FOR WORK WITHIN ENERGY UNITED POWER LINE EASEMENT. 40 20 0 40' > 1'= 40'-0" 1 LU =40 > ASV THE SCALE BAR DATE OCTOBER 2014 L1J DESIGNED H CAR o Winston -Salem Forsyth County fr HLF GWE o`�� ' � � * SOUTH FORK PS TO SIPHON MH MEASURES NUMBER oC DRAWN �oFEss,o�9 �-7 Ci /County Utilities H S JQB 32245 -000 Cc ZEN AND AWYER INCH LONG ON O CHECKED SEAL � Water • Sewer • Solid Waste Disposal PLAN AND PROFILE CONTRACT DRAWING � 025221 Environmental Engineers & Scientists THE ORIGINAL NUMBER NUMBER Q PROJ. ENGR. ASV FNCINE�� , 4944 Parkway Plaza Blvd, Suite 375, Charlotte, North Carolina 28211 STA 200 +50 TO STA 210 +00 DRAWING. 1 C21 1 REGULATORY APPROVAL 4/14 H Ftry S, �P SOUTH FORK IMPROVEMENTS PROGRAM w N0. ISSUED FOR DATE BY APPROVED SHEET OF ICE 1 REGULATORY APPROVAL NO. ISSUED FOR DESIGNED ASV DRAWN HLF /GWF CHECKED PROD. ENGR. ASV 4/14 H &S DATE BY I APPROVED CARO� ��Q�OF�SSIG�9�� SEAL 025221 FNGINEo: \Fw S PLAN 1 =50' MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suite 375, Charlotte, North Carolina 28211 1'=50'—O' Winston -Salem • Forsyth County + + + C County Utilities Wader -Sewer •Solid Waste Disposal SOUTH FORK PS TO SIPHON MH PLAN AND PROFILE TEMPORARY CONSTRUCTION ENTRANCE AT OLD SALISBURY ROAD THE SCALE BAR SHOWN BELOW MEASURES ONE INCH LONG ON THE ORIGINAL DRAWING. DATE OCTOBER 2014 H & S JOB NUMBER 32245 -000 CONTRACT NUMBER 1 DRAWING NUMBER C22 SOUTH FORK IMPROVEMENTS PROGRAM SHEET OF ►i 1'f O J W 730 720 710 700 690 210 +00 FEMA FL00 1 REGULATORY APPROVAL N0, ISSUED FOR 4/14 H &S DATE BY ZI I+UU 'o DESIGNED_ DRAWN CHECKED PROJ. ENGR. APPROVED ASV H LE /G WE ASV L I Lt UU Z I Jt UU Z 11++UU A GREENHO USE ROAD, LLC. PIN 6822 -46 -4207 DB 2404 PG 1889 C A RD� = Q�6 ESS104,_ �v SEAL 025221 INV-- LID+UU PROFILE HORZ: I"=40' VERT: I"=4' 1 " =40' Z I btUU MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suife 375, Charlotte, North Carolina 28211 Z I /+UU Z I O+UU Z I �Jt UU vHE _ rn - w ONE � CL U Wo_ M �O Q (n W O W O g UN OCV p \ a0 (O II W > � p W O W W m? W a iox: cn Cq app ate\ 00 r- `° w >>W a �OJ W a W 0 �� W o_ � V) O p 0 \ - `° CO _j W � Q 0 II LJ W a nc in, °° o OF= aZO ° +0- NaIn Q N�� VE LEV= T 720.00 M�, ♦ An NOS �� cn EM 10 YR BA E DUE MENT OW R 0 TEMPORARY SEE DE AIL STREAM 5/ 6 CROSSING, SM I NQ. .3t54 R OVE v~i SS *r-1 ID 0. 46 EM de EP IM 711 64 700 68_31r'L�q SSMH ID 0. 46 (REMOVE de EP GRADE RIM =71 . .12 NV OUT 790.64 3 " (W) RIM =71 INV IN: INV OUT, .61 699.26 36" (NE) - 699.23 3 SW) INV OUT; 00. 7 SW) NOOF EX 6" SS EX 36" SS RU (R 0 D EP (REMOVE AN R P CE 32 11.41 54' 0 0.20 3 6. 9 54' 0.20 371. 0 LF 54' O 0.109: 197.26 LF 54 ! 0.1091v NV INV IN: 698.21 54 OUT.-698.21 INV INV IN: OUT: 698.58 698.58 54" 5 INV IN: 697.42 INV OUT:697.42 54" 54' 54" 690 210 +00 FEMA FL00 1 REGULATORY APPROVAL N0, ISSUED FOR 4/14 H &S DATE BY ZI I+UU 'o DESIGNED_ DRAWN CHECKED PROJ. ENGR. APPROVED ASV H LE /G WE ASV L I Lt UU Z I Jt UU Z 11++UU A GREENHO USE ROAD, LLC. PIN 6822 -46 -4207 DB 2404 PG 1889 C A RD� = Q�6 ESS104,_ �v SEAL 025221 INV-- LID+UU PROFILE HORZ: I"=40' VERT: I"=4' 1 " =40' Z I btUU MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suife 375, Charlotte, North Carolina 28211 Z I /+UU Z I O+UU Z I �Jt UU vHE _ rn - w ONE � Winston -Salem ■ Forsyth County �c i /County Utilities Water • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM OHE 0 a w TRANSMISSION TOWER N � � I N , 1� O O n N 730 720 REPLACE 710 700 690 220 +00 SOUTH FORK PS TO SIPHON MH PLAN AND PROFILE STA 210 +00 TO STA 220 +00 NOTES: 1. REFER TO SHEET X6 AND SPECIFICATIONS FOR WETLANDS REQUIREMENTS. 2. ANTI - SEEPAGE COLLARS SHALL BE PLACED AROUND THE PIPE ON EITHER SIDE OF THE WETLAND. INSTALLATION SHALL FOLLOW USACE NATIONWIDE 12 REQUIREMENTS. 3. BANKS OF CREEKS SHALL BE STABILIZED WITH VEGETATIVE MATTING AND LIVE STAKES SHALL BE INSTALLED. 40 20 a 0 Imo THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 C23 SHEET OF ►i W 0 a J LU IZ m a+ 730 720 710 700 695 22C 120.00 LF 54" S17' 43' 15 "W PROPOSED 70LF \ 72 "0 STEEL CASING t =1.0' PORARY DITCH CROSSING, \ 'j q \ p O * ___ `\ E E IL � 5 /D6 YL -RALF C_E rvo r, � (REMOVE AND R CE) 0 GREENHOUSE ROAD, LLC. • • UB�i� Ri�yr\ S,�\ PIN 6822 -46 -4207 DB 2404 PG 1889 �, ��AYJ 8g� 1 REGULATORY APPROVAL N0, ISSUED FOR 0 'X R IT. �EENOE1. )7 STAB ED 0 ET FO SILT FENCE, T 0227024 40.0 LF 54"----- S12' 1 45 "E -�G �G �5 On 4/14 H & S DATE BY DESIGNED_ DRAWN CHECKED PROJ. ENGR. APPROVED ASV H LF /G WF ASV Fdl¢1_121 Bill INN IL02W-11,11I DAVID C. BARROWMAN PATRICIA J. BARROWMAN PIN 6822 -46 -6879 DB 1941 PG 2513 FEMA FLOODWA -Y; P. C A RD� = Q�6 ESS104,_ �v SEAL 025221 INV-- r1Ur\L. I =+V VERT- 1"=4' / A 9 MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suife 375, Charlotte, North Carolina 28211 rnKI PPFTF NOTES: 1. TEMPORARY SEDIMENT FILTER BAG SHALL 730 BE USED FOR DEWATERING. SEE DETAIL 0227038. 2. TEMPORARY ROAD ACCESS MAY BE NEGOTIATED WITH THE PROPERTY OWNER, DAVID BARROWMAN. 3. CONTRACTOR NOT TO DISTURB RETAINING WALL. 720 710 700 695 X00 A PHILLIP C. FISHEL, JR. BRENDA PHILLIPS FISHEL PIN 6822 -48 -8122 DB 1199 PG 335 DB 940 PG 271 1 C 5- STRAND ELEC FENCE (REMOVE AND REPLACE AS NECESSARY) TBM 42" BIRCH ELEV. 717.79' (NAVD 88) f FEMA 100 -YEAR / -- FLOODPLAIN, TYP. Winston -Salem ■ Forsyth County �c i /County Utilities Water • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM SOUTH FORK PS TO SIPHON MH PLAN AND PROFILE STA 220 +00 TO STA 230 +00 '1 20 1 1 1'=40'-O' � THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 C24 SHEET OF LLJ IZ 0 a J 0 LLI IZ F0_ Q co o0 O 10 J- II p w � W a. M Ln u- ^ Q cp a0 ^ d II J NCH aW 0 o? W to O LAN Q co 25 (a d II J �>H O�W �? W a (n O LJi Q cO a0 �° o N J II W d w N 0 Li M Q N co d� w d II J V)!>H apW 0 �? W (� O a WM (n ~c0 N - C4 Q 00 J 'm LLJ� 0.400 Ld <Ow (J a- cW Md OD oo MCIr-H_ Na H�'� N vi 03 ONI�Ld Na0 jin V NT VENT 171 L00 E EV TIO SM I NO. 7 27 EXISTIN GRADE I M = 715.02 SM I NO. 7526 I V UT: 70 .07 36 (S ) TEMPORARY DIT H RO SIN IM 712 65 I V UT: 7011.20 36 (S OR PI 8" DI AT RLI E RE EIVI G ( AN R (RENO AND EP ( O D CE ( O D CE ( AND ) rj _7T ff4O.0tOL 129.79 LF 54" 0 .10% 54` ®0. 4 7.90 54' 0 0.20 197.26 LF 00.10% F 120.0 LF 54" 0 430.72 L 0 54' 0 0.107 54 .10� IN:699.07 OUT: 699.07 698' INV INV 54' 54 INV INV IN:699.93 OUT:699.93 54' 54 INV IN: 698.78 INV OUT: 698.7 - 54 54' - INV IN:698.82 54' V OUT:698.82 54 INV OUT: 698.94 54' +00 221+00 o + N 222 +0 72 0 STEEL CASING PROPOSED 7CA SING 223 +00 t=1.0" Lo ALIGNMENT SHIFTED FROM EXISTING SANITARY SEWER 224 +00 225 +00 226 +00 227 +00 228 +00 229 +00 230- PROFILE N 120.00 LF 54" S17' 43' 15 "W PROPOSED 70LF \ 72 "0 STEEL CASING t =1.0' PORARY DITCH CROSSING, \ 'j q \ p O * ___ `\ E E IL � 5 /D6 YL -RALF C_E rvo r, � (REMOVE AND R CE) 0 GREENHOUSE ROAD, LLC. • • UB�i� Ri�yr\ S,�\ PIN 6822 -46 -4207 DB 2404 PG 1889 �, ��AYJ 8g� 1 REGULATORY APPROVAL N0, ISSUED FOR 0 'X R IT. �EENOE1. )7 STAB ED 0 ET FO SILT FENCE, T 0227024 40.0 LF 54"----- S12' 1 45 "E -�G �G �5 On 4/14 H & S DATE BY DESIGNED_ DRAWN CHECKED PROJ. ENGR. APPROVED ASV H LF /G WF ASV Fdl¢1_121 Bill INN IL02W-11,11I DAVID C. BARROWMAN PATRICIA J. BARROWMAN PIN 6822 -46 -6879 DB 1941 PG 2513 FEMA FLOODWA -Y; P. C A RD� = Q�6 ESS104,_ �v SEAL 025221 INV-- r1Ur\L. I =+V VERT- 1"=4' / A 9 MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suife 375, Charlotte, North Carolina 28211 rnKI PPFTF NOTES: 1. TEMPORARY SEDIMENT FILTER BAG SHALL 730 BE USED FOR DEWATERING. SEE DETAIL 0227038. 2. TEMPORARY ROAD ACCESS MAY BE NEGOTIATED WITH THE PROPERTY OWNER, DAVID BARROWMAN. 3. CONTRACTOR NOT TO DISTURB RETAINING WALL. 720 710 700 695 X00 A PHILLIP C. FISHEL, JR. BRENDA PHILLIPS FISHEL PIN 6822 -48 -8122 DB 1199 PG 335 DB 940 PG 271 1 C 5- STRAND ELEC FENCE (REMOVE AND REPLACE AS NECESSARY) TBM 42" BIRCH ELEV. 717.79' (NAVD 88) f FEMA 100 -YEAR / -- FLOODPLAIN, TYP. Winston -Salem ■ Forsyth County �c i /County Utilities Water • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM SOUTH FORK PS TO SIPHON MH PLAN AND PROFILE STA 220 +00 TO STA 230 +00 '1 20 1 1 1'=40'-O' � THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 C24 SHEET OF LLJ IZ 0 a J 0 LLI IZ 730 720 710 700 695 230+00 231 +00 232+00 233 +00 234 +00 TREE PROTECTION FENCE, TIP,'- FEMA 100 -YEAR 022703 FLOODPLAIN, TYP. �\ TRA EC FEN (REM A REPLACE) TA-232 +27.4 1 A 28 PROPOSED 8' DIA FLA OP MANHOLE PHILLIP C. FISHEL, JR. I M171_ �= 713.40 BRENDA PHILLIPS FISHEL) SSMH I D NO, 'Z PIN 6822 -48 -8122 X715 RIM= 713.71 D8 1199 PG 335 INV IN: 702.65 3611 (E) ScE (roc) , DB 940 PG 271 INV OUT: 702.61 36 (SW) 20 713.7 712.5 5847 233 +00 ) - - � FEMA FLOODWAY, TYP. - 1,00 HOC) / EX \ST 716. / x 5- STRAND 713,1 Z 71 •S l\ ELEC FENCE WETLANDS \, O EX 36 SS (REMOVE AND REPLACE) /,y SINGLE -S RAND 14.1 / BARBED WIRE FENCE + / 1 (REMOVE AND REPLACE) 1C� 713. 3 v / � '' �J71' x �3 Y a hr / oG� 231 :22 + x AP � R 71D ANTI -SEEP OLLAR y Vt CS 5- STRAND ^- �Al ELEC FENCE ) 714.2 ,10 ••._� O 713.6 �� tom+ + �_• � i � / •'•� 712• x •. -713,6 7 3.2" / EX 36" SS 235 +00 PROFILE HORZ: 1"=40' VERT: 1"=4' PROPOSED 8' 1«!I -- SSMH (ID RIM = 717.15 / 710 1 71 .3 711.5 236+00 29 BETTY HARRIS WEATHERMAN PIN 6822 -57 -8877 08 631 PG 465 N75 16' 35 "W 421.83 LF 54' EXIST ESM EX 36" SS (REMOVE AND REPLACE) v ROPOSED ANITARY SEWER 713. Y, 715 SpU71�, F _ ®R UDDY CREEK (REMOVE AND REPLACE) •• '\h WETLANDS ,� / STA, 230 +60.21 + ••••� 716 2 PR POSED ANTI -S P 15`715 -- j •. 7 / v / 714.1 / •• 2. TREE PROTECTION FENCE AND SILT FENCE, TYP. \, /�SFF - °, 0227000 Off, .3 1 REGULATORY APPROVAL N0, ISSUED FOR DESIGNED ASV DRAWN HLF /GWF CHECKED PROJ. ENGR. ASV 4/14 H & S DATE BY APPROVED 237 +00 238 +00 239 +00 I 1 30 1 \ MICHAEL A. SPACH S M ID fN0. 30 REM do REPLACE PIN 6822 -67 -6427 R M= 15 1 DB 680 PG 226 1 V N: 703. 9"36" (E) V IN 703. 24' (S) 716 0 INN OU 703. 6 (W) ST 2 9 +1 .2 X15 P POSED 0' DIA FLAr1 OP ANHOL M EL V = 714.42 7 71 . -/10.9 .53 LF 240 +00 4' CHAIN -LINK FENCE W /3- STRAND BARBED WIRE u-715 .2 OO x 'NV 708ll_ P VALVE 712.0 0 NOTES: 730 1, CONTRACTOR TO ACCESS SITE FROM EXISTING PUMP STATION PROPERTY AND GRAVITY SEWER EASEMENT. PUMP STATION YARD MAY BE USED FOR STAGING AREA. 720 710 700 695 241+00 N P /P PO I POWER POLE ELEV. 715.50' (NAND 88) 17' PERMANENT II / EASEMENT tip!: I P' TEMPORARY CONSTRUCTION ENTRANCE /EXIT, SEE DWG X2 AND DETAIL 0257701 i 0 x712.5 ' .o,� `. �O - INV 7.�4 0 EX 36 SS �`s. fAOB) 7' PERMANENT 0 15 713.4 - - x ; r- 23 EASEMENT 238-00 239 714.7 I X EXI STI 30' E ENT 1 71 .7 0 713.4) 714.9" 1 713 PLAN 1 =40' = Q�6 - SS1041- SEAL MZEN AND SAWYER 025221 Environmental Engineers & Scientists FNGINV- �, 4944 Parkway Plaza Blvd, Suite 375, Charlotte, Norfh Carolina 28211 S . \ P r Y 1 c'll 24.28 LF 24" DIP W/ P401 N3' 25' 13 0E LOCI I SLOPE ON (2) EXIST I � 24" PIPES AT THIS 15' 15` LOCATION IS -1.75% REFER TO AS -BUILT 714 -Bx REFERENCE SHEET ON DWG D12 mo==o 1 71 5. STING 30' ��' \E PtEE NT 's, 713.7 ISTI E 20' Xl �O EX 36" SSA Q EASEMENT n 1 / 20.00 LF EXISTING 3 DIP W/' EASEMENT S67' SSMH 7531) (REMOVE REPLACE) INV IN': .8436" (E) 71 .3 INV OUT: 703.64 36" (W) SOIL BORING ,A 239/ +37.81 B -08 OP' 10' DIA FLAT TOP MANHOLE ;RIM EL - 8 .514.0 BILIZE OUTLET FENCE, TYP. 1__� - x 00 SIPHON BOX TOP VAULT: 713.58 INV OUT: 704.53 Winston -Salem ■ Forsyth County 1 /County Utilities Water - Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM SOUTH FORK PS TO SIPHON MH PLAN AND PROFILE STA 230 +00 TO STA 239 +10.28 40 20 0 40' V=40'-O' THE SCALE BAR DATE OCTOBER 2014 4 V 0. N� 10 F N H & S JOB NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER 0 U a (� DRAWING. 1 C25 d O J �'- Q tC J II C W 0- 0: V) �. O g �` N Q M cp O� O II J p Q WTI- dW O C? W a x to O H ~ g Q co p�0 \00- cflr-0� d' I- Q ♦O� -OW�t- II ONa WHO? 0- 0: cn (n O H Q co J Q II o W a FE to Oil sF_ N00� .I.D�Q NW�H Na HW'g to OQO ♦WQ M(nW C4 QOW �O�.N C4 NZ0 ^Q ♦pQ rWH NOS 0 1= J OW N 000 N- .ON O EN F MA 10 YR AS LE =7 1.2 9- ♦p� O�WI-I Na H�� En 4gw VENT SM I N . 7529). S MH ID NO. 75 0 _ 20 35 SM I N 7 28 IM= 717.15 RIM= 15.11 703.6 703.69 T: 703. SSMH I NO 7 31 1M= 713.171 - 102.65 702.61 36 -" 36' (S ) V UT: 70 .15 36' ( W EXI TIN G AD INV I 2 ( ) I _ V I 03. 4 6" E) I V UT: INV UT: 7015.64 36 (W 20 LF 6" DIP W/ P4 1 E 3 " S 2 .5 EX 36" SS E 3 " S L (EM VE AN R LA 54 (EM VE D LA ) 54' 00.20 96 2611.0 0 LF 54" 0 0.15% 421.8 LF 54` 0.109b SLOPE BENCH CHANNEL 407.90 BETWEEN INVERTS INV IN: 703.84 36' INV OUT: 701.87 54" INV IN: 701.59 54' NV IN: 703.69 24' NV OUT: 701.59 54" INV INV IN:700.75 OUT: 700.75 54' INV .IN: 701..17. 54' INV OUT :701.4 4 54' Ti I 231 +00 232+00 233 +00 234 +00 TREE PROTECTION FENCE, TIP,'- FEMA 100 -YEAR 022703 FLOODPLAIN, TYP. �\ TRA EC FEN (REM A REPLACE) TA-232 +27.4 1 A 28 PROPOSED 8' DIA FLA OP MANHOLE PHILLIP C. FISHEL, JR. I M171_ �= 713.40 BRENDA PHILLIPS FISHEL) SSMH I D NO, 'Z PIN 6822 -48 -8122 X715 RIM= 713.71 D8 1199 PG 335 INV IN: 702.65 3611 (E) ScE (roc) , DB 940 PG 271 INV OUT: 702.61 36 (SW) 20 713.7 712.5 5847 233 +00 ) - - � FEMA FLOODWAY, TYP. - 1,00 HOC) / EX \ST 716. / x 5- STRAND 713,1 Z 71 •S l\ ELEC FENCE WETLANDS \, O EX 36 SS (REMOVE AND REPLACE) /,y SINGLE -S RAND 14.1 / BARBED WIRE FENCE + / 1 (REMOVE AND REPLACE) 1C� 713. 3 v / � '' �J71' x �3 Y a hr / oG� 231 :22 + x AP � R 71D ANTI -SEEP OLLAR y Vt CS 5- STRAND ^- �Al ELEC FENCE ) 714.2 ,10 ••._� O 713.6 �� tom+ + �_• � i � / •'•� 712• x •. -713,6 7 3.2" / EX 36" SS 235 +00 PROFILE HORZ: 1"=40' VERT: 1"=4' PROPOSED 8' 1«!I -- SSMH (ID RIM = 717.15 / 710 1 71 .3 711.5 236+00 29 BETTY HARRIS WEATHERMAN PIN 6822 -57 -8877 08 631 PG 465 N75 16' 35 "W 421.83 LF 54' EXIST ESM EX 36" SS (REMOVE AND REPLACE) v ROPOSED ANITARY SEWER 713. Y, 715 SpU71�, F _ ®R UDDY CREEK (REMOVE AND REPLACE) •• '\h WETLANDS ,� / STA, 230 +60.21 + ••••� 716 2 PR POSED ANTI -S P 15`715 -- j •. 7 / v / 714.1 / •• 2. TREE PROTECTION FENCE AND SILT FENCE, TYP. \, /�SFF - °, 0227000 Off, .3 1 REGULATORY APPROVAL N0, ISSUED FOR DESIGNED ASV DRAWN HLF /GWF CHECKED PROJ. ENGR. ASV 4/14 H & S DATE BY APPROVED 237 +00 238 +00 239 +00 I 1 30 1 \ MICHAEL A. SPACH S M ID fN0. 30 REM do REPLACE PIN 6822 -67 -6427 R M= 15 1 DB 680 PG 226 1 V N: 703. 9"36" (E) V IN 703. 24' (S) 716 0 INN OU 703. 6 (W) ST 2 9 +1 .2 X15 P POSED 0' DIA FLAr1 OP ANHOL M EL V = 714.42 7 71 . -/10.9 .53 LF 240 +00 4' CHAIN -LINK FENCE W /3- STRAND BARBED WIRE u-715 .2 OO x 'NV 708ll_ P VALVE 712.0 0 NOTES: 730 1, CONTRACTOR TO ACCESS SITE FROM EXISTING PUMP STATION PROPERTY AND GRAVITY SEWER EASEMENT. PUMP STATION YARD MAY BE USED FOR STAGING AREA. 720 710 700 695 241+00 N P /P PO I POWER POLE ELEV. 715.50' (NAND 88) 17' PERMANENT II / EASEMENT tip!: I P' TEMPORARY CONSTRUCTION ENTRANCE /EXIT, SEE DWG X2 AND DETAIL 0257701 i 0 x712.5 ' .o,� `. �O - INV 7.�4 0 EX 36 SS �`s. fAOB) 7' PERMANENT 0 15 713.4 - - x ; r- 23 EASEMENT 238-00 239 714.7 I X EXI STI 30' E ENT 1 71 .7 0 713.4) 714.9" 1 713 PLAN 1 =40' = Q�6 - SS1041- SEAL MZEN AND SAWYER 025221 Environmental Engineers & Scientists FNGINV- �, 4944 Parkway Plaza Blvd, Suite 375, Charlotte, Norfh Carolina 28211 S . \ P r Y 1 c'll 24.28 LF 24" DIP W/ P401 N3' 25' 13 0E LOCI I SLOPE ON (2) EXIST I � 24" PIPES AT THIS 15' 15` LOCATION IS -1.75% REFER TO AS -BUILT 714 -Bx REFERENCE SHEET ON DWG D12 mo==o 1 71 5. STING 30' ��' \E PtEE NT 's, 713.7 ISTI E 20' Xl �O EX 36" SSA Q EASEMENT n 1 / 20.00 LF EXISTING 3 DIP W/' EASEMENT S67' SSMH 7531) (REMOVE REPLACE) INV IN': .8436" (E) 71 .3 INV OUT: 703.64 36" (W) SOIL BORING ,A 239/ +37.81 B -08 OP' 10' DIA FLAT TOP MANHOLE ;RIM EL - 8 .514.0 BILIZE OUTLET FENCE, TYP. 1__� - x 00 SIPHON BOX TOP VAULT: 713.58 INV OUT: 704.53 Winston -Salem ■ Forsyth County 1 /County Utilities Water - Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM SOUTH FORK PS TO SIPHON MH PLAN AND PROFILE STA 230 +00 TO STA 239 +10.28 40 20 0 40' V=40'-O' THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW MEASURES ONE H & S JOB NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 C25 SHEET OF W W • VENT ELEV= 705.53 710 700 ••1 INV IN: INV IN: INV OU •:1 0 +00 PROFILE HORZ: 1 ° =40' VERT: I"=4' ,--EXISTING GRADE 700 SSMH (ID 50540A) (REMOVE) RIM = 700.41 INV IN: 684.81 36° (SE) (PLUG) INV IN: 687.95 8" (S) INV OUT: 687.94 8° (N) INV OUT: 684.67 36" (W) (PLUG) 20.30 LF 80 ® 0.379 - EX 8" SS 690 FILL BOTTOM OF SUMP W/ CLASS B CONCRETE TO INVERTS OF PIPES 680 0 +50 720 VENT / ELEV= 718.59 710 700 INV IN: INV IN: INV OU ••1 ■ DRAWN • - .. _. ' • - ■E■ PROJ. ENGR. ■E■ APPROVED . • • • ■ ■■■■■■ ■■■■■■ ■■■■■■ ■E■ ■ ■E■ ME■■■■ ■■■■■■ ■■■■■■ ■■■■■■ ■■■■■■ ■■■■■■ ■■IM ■■ I I ■■I'■II M ■ ■■I ■ ■EME IMM MOE■ ■ ■1■■ ►4■■■■ ■■ ■ ■ V ■ 1 1 ■ ■ ■■ 111■■ ME 0 +00 PROFILE HORZ: 1 ° =40' VERT: I"=4' ,--EXISTING GRADE 700 SSMH (ID 50540A) (REMOVE) RIM = 700.41 INV IN: 684.81 36° (SE) (PLUG) INV IN: 687.95 8" (S) INV OUT: 687.94 8° (N) INV OUT: 684.67 36" (W) (PLUG) 20.30 LF 80 ® 0.379 - EX 8" SS 690 FILL BOTTOM OF SUMP W/ CLASS B CONCRETE TO INVERTS OF PIPES 680 0 +50 720 VENT / ELEV= 718.59 710 700 INV IN: INV IN: INV OU ••1 0 +00 PROFILE HORZ: I"=40' VERT: V=4' 720 710 -61 �0" (SE) i6 (NE) (PLUG) 30° (NW) 36" (S) (PLUG) 700 SUMP W/ =TE TO S 690 1+00 w 54° SS, SEE DWG C11 �. 54 SS SEE DWG C21 N q TING 30' EA NT 20' EX 1,36CSS 11 END PRO D Q < (ABANDON) PERMANENT EMENT 4,w �.� SSMH ID 5 540A REMOVE \ TA 0 +00 207 40 ~ \ / RIM - 700.4 \ ) x O SSMH ID N0. 3461 \ PLUG INV IN: 6 4.81 36" (SE) (PLUG) P POSED 8' DIA T TOP MANHOLE ND 10a E- RIM= 710.10 o INV IN: 87.95 8° Sa INV IN: 698.56 30" (SE) � O O IM Ey�EV = X1.,0.61,. �B� _,< o � �� INV OU /. 687.94 8" N � °d � � 40'X20' BORE PIT, ( )4� ^O�Q�ce INV IN: 698.56 36° (NE) (PLUG) SEEN TE 1. 0 +20 INV 0 T: 684.67 36° (W) (PLUG) O} EX 36° SS INV OUT: 698.56 30° (NW) 0227038, O_- ,%'� ROPOSED PER ENT (REMOVE) INV OUT: 698.48 36° (S) (PLUG) `�J \ VARIES \,":EASEMENT CORE EXISTING MANHOLE FOR PROPOSED PERMANENT 'O� XM , I 0 +2 PROPOSED FLEXIBLE BOOT EX 36 SS EASEMENT VARIES \ " \ CONNECTION PER DETAIL (ABANDON) o / VII- 15/D10 STA 0+00/107+19.44 3HO PROPOSED 8' DIA FLAT TOP MAN �, 1 RIM ELEV = 701.75 w �/ �0 8 SSMH ID MH NO. 808 \ C' A� .�i y I N 5' 46' 07" W BEGIN PROPOSED r �� EX 8" SS RIM 698.60 cy O �y'� h I� 213.33 \ I/ 20.30 LF 8� �„ E Syr INV OUT: 690.38 8" (N) T`p ICJ ��.'? j / PERMANENT EASEM T i N6' 52 52'E XI TING 30 ---3140 � ..� 27.20 LF 30' PROPOSED 8' J / ' " 145 EX 30" SS EA. EMENT \ NGrJ' 4C) 07 W � SANITARY SEWER �® x �0 \ EX 36' SS PROPOSED 30" 20 LF OF 8" SSMH ID MH NO. 750 (REMOVE) % `_1 SANIT IRY SEWER DIP W/P401 RIM = 710.32 PLUG�TYP + INV OUT: 698.82 30" (NW) 1 REGULATORY APPROVAL NO. ISSUED FOR 4/14 H &S DATE BY CONNECTION DETAIL AT STA 107 +13.20 (DWG C11) DESIGNED ■ DRAWN • - .. _. ' • - ■E■ PROJ. ENGR. ■E■ APPROVED . • • • ■ ■■■■■■ ■■■■■■ ■■■■■■ ■E■ ■E■ ME■■■■ ■■■■■■ ■■■■■■ ■■■■■■ ■■■■■■ ■■■■■■ ■■IM ■E■ M ■ ■■I ■ ■EME IMM MOE■ ■ ■1■■ ►4■■■■ ■■ ■ ■ ■ ■ ■ ■■ 111■■ ME • 0.10 INV IN: .•8 698,5 INV OUT: 69&41 27.20 1 00.12% EX 30" SS MM ■u■ i ■1 ■ ■V u • ' • ■■■■■■■ MENEM • ■■■■■■■ :..._ . B CONS: FILL ■■■■■■■ ■ ■ ■ ■M■■ ■■ MEMO■■■■ 0 +00 PROFILE HORZ: I"=40' VERT: V=4' 720 710 -61 �0" (SE) i6 (NE) (PLUG) 30° (NW) 36" (S) (PLUG) 700 SUMP W/ =TE TO S 690 1+00 w 54° SS, SEE DWG C11 �. 54 SS SEE DWG C21 N q TING 30' EA NT 20' EX 1,36CSS 11 END PRO D Q < (ABANDON) PERMANENT EMENT 4,w �.� SSMH ID 5 540A REMOVE \ TA 0 +00 207 40 ~ \ / RIM - 700.4 \ ) x O SSMH ID N0. 3461 \ PLUG INV IN: 6 4.81 36" (SE) (PLUG) P POSED 8' DIA T TOP MANHOLE ND 10a E- RIM= 710.10 o INV IN: 87.95 8° Sa INV IN: 698.56 30" (SE) � O O IM Ey�EV = X1.,0.61,. �B� _,< o � �� INV OU /. 687.94 8" N � °d � � 40'X20' BORE PIT, ( )4� ^O�Q�ce INV IN: 698.56 36° (NE) (PLUG) SEEN TE 1. 0 +20 INV 0 T: 684.67 36° (W) (PLUG) O} EX 36° SS INV OUT: 698.56 30° (NW) 0227038, O_- ,%'� ROPOSED PER ENT (REMOVE) INV OUT: 698.48 36° (S) (PLUG) `�J \ VARIES \,":EASEMENT CORE EXISTING MANHOLE FOR PROPOSED PERMANENT 'O� XM , I 0 +2 PROPOSED FLEXIBLE BOOT EX 36 SS EASEMENT VARIES \ " \ CONNECTION PER DETAIL (ABANDON) o / VII- 15/D10 STA 0+00/107+19.44 3HO PROPOSED 8' DIA FLAT TOP MAN �, 1 RIM ELEV = 701.75 w �/ �0 8 SSMH ID MH NO. 808 \ C' A� .�i y I N 5' 46' 07" W BEGIN PROPOSED r �� EX 8" SS RIM 698.60 cy O �y'� h I� 213.33 \ I/ 20.30 LF 8� �„ E Syr INV OUT: 690.38 8" (N) T`p ICJ ��.'? j / PERMANENT EASEM T i N6' 52 52'E XI TING 30 ---3140 � ..� 27.20 LF 30' PROPOSED 8' J / ' " 145 EX 30" SS EA. EMENT \ NGrJ' 4C) 07 W � SANITARY SEWER �® x �0 \ EX 36' SS PROPOSED 30" 20 LF OF 8" SSMH ID MH NO. 750 (REMOVE) % `_1 SANIT IRY SEWER DIP W/P401 RIM = 710.32 PLUG�TYP + INV OUT: 698.82 30" (NW) 1 REGULATORY APPROVAL NO. ISSUED FOR 4/14 H &S DATE BY CONNECTION DETAIL AT STA 107 +13.20 (DWG C11) DESIGNED ASV DRAWN HLF /GWF CHECKED PROJ. ENGR. ASV APPROVED _► ME M11 C A RO\ E S S /0�9r � SEAL 025221 �ifi FNGIN`cF -� �C, \Fw S, MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suite 375, Charlotte, Norfh Carolina 28211 CONNECTION DETAIL AT STA 207 +62.38 (DWG C21) _► 1., =40' Winston -Salem • Forsyth County I 'County Utilities Water • Sower • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM SOUTH FORK PS TO SIPHON MH PLAN AND PROFILE CONNECTION DETAILS '1 20 1 1'=40'-O* THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 C26 SHEET OF ►i 1'f IZ 0 Q w 01� O ° 12 12" 10 —0 12° 12 REGULATORY APPROVAL ISSUED FOR DESIGNED ASV DRAWN HLF /GWF CHECKED PROJ. ENGR. ASV 4/14 H &S DATE BY I APPROVED BOTTOM PLAN 3/8" = 1' O° SECTION A 3/8" = 1' -0" C27 36° SQ OPENING, SEE NOTE 4 54° SS INV EL 68138 #5 DWLS @ 8 ", TYP 8" MIN COMPACTED STONE SUBGRADE PREPARED PER SPECIFICATIONS RO/ = Q�6 ESS /p�9� �� SEAL 025221 FNGINcF� \�WS.�� 12 1 11 -D I I 0 0 NE TOP PLAN 3/811 = 11_011 8" VENT 0 i 0 0 3 `x36" HALLIDAY F1 R3636 R EQUAL AL ACCESS DOOR, 1) L_ NOTE r, 11 -__11 T..r-. 44r/NO" TVn ZC ".. ZCU I I A I I In AV rAn -Zr' ZC MZEN AND SAMER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suite 375, Charlotte, North Carolina 28211 SECTION B 3/8" = 1' -0" C27 Winston -Salem • Forsyth County �c 1 /County Utilities Water • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM NOTES: 1 REFER TO SPECIFICATION SECTION 01520 FOR SEQUENCE OF CONSTRUCTION. 2 ENTIRE SURFACE OF INTERIOR WALLS, TOP OF BOTTOM SLAB, AND BOTTOM OF TOP SLAB SHALL BE COATED WITH MICROBIOLOGICALLY INFLUENCED CORROSION (MIC) COATING PER SPECIFICATION SECTION 09800. 3 PROVIDE GALVANIZED STEEL WEIR PLATE 5'-6 °x 2'-3 "x 1/2° THICK WITH 3/8" x 4° BONDED NEOPRENE GASKET. ATTACH PLATE TO WALL WITH 1/2"0 STAINLESS STEEL ADHESIVE ANCHORS WITH 4° EMBEDMENT SPACED AT 12" OC MAX. BLOCK OUT CONC FILL AS REQUIRED FOR PLATE INSTALLATION AND REMOVAL. 4 CONTRACTOR SHALL COORDINATE AND PROVIDE ALL NECESSARY LABOR AND MATERIALS FOR THE WORK ASSOCIATED WITH THE ABANDONMENT OF THE 36" SS PIPELINE AT A LATER DATE: A. PROVIDE TEMPORARY, WATERTIGHT BULKHEAD WHILE CONSTRUCTING PERMANENT CLOSURE IN 36" SQUARE WALL OPENING PER DETAIL 1/C27. ANY CONCRETE ANCHORS AT TEMPORARY BULKHEAD SHALL BE STAINLESS STEEL AND SHALL BE CUT FLUSH WITH WALL AFTER BULKHEAD REMOVAL. B. REMOVE GALVANIZED STEEL WEIR PLATE AND CUT ANCHORS FLUSH WITH WALL. C. SAW CUT OPENING IN TOP SLAB (EL 689.08) TO GAIN ACCESS TO SUMP AND FILL WITH FLOWABLE FILL TO TOP OF SUMP TOP SLAB. 5 ACCESS DOOR SHALL BE TYPE 'F1 R' BY HALLIDAY PRODUCTS INC. (OR APPROVED EQUAL) AND SHALL BE LOCKABLE AND EQUIPPED WITH A PERMANENTLY INSTALLED FALL THROUGH PREVENTION GRATE SYSTEM THAT PROVIDES CONTINUOUS SAFETY ASSURANCE IN BOTH ITS CLOSED AND OPEN POSITIONS. THE GRATE SYSTEM SHALL BE MADE WITH 6061 —T6 ALUMINUM OR FRP AND BE DESIGNED FOR A 300 PSF MINIMUM LIVE LOAD. CONTRACTOR SHALL PREPARE CONCRETE AT THE DOOR MOUNTING LOCATION FOR A WATERTIGHT CONNECTION. PROVIDE 1/4° NEOPRENE GASKET BETWEEN DOOR FRAME AND CONCRETE. 6 UPON CONFIRMATION THAT CONCRETE BELOW ELEVATION 696.00 HAS ACHIEVED 4500 PSI DESIGN STRENGTH, STRUCTURE MAY BE BACKFILLED. 7 ALL OPENINGS IN WALLS AND SLABS SHALL HAVE ADDITIONAL REINFORCING AS DETAILED IN 0331703. I.000111I111MAI EXPANDING #4 ADHESIVE DWLS @ WATER STOP 8° AROUND PERIMETER WATERTIGHT #5 @8 SEE DETAIL 1/C27 TEMPORARY I • • AND NOTE 4 BULKHEAD BY EL 689.08 CONTRACTOR #5 @8° I • • I • • Ln >- 2 STRIPS EXPANDING �o WATERSTOP CONT AROUND Ul T PIPE, SEE 0325303 SEE NOTE 4 DETAIL 1 3/4" = 1' -0" C27 EX 36" SS INV EL 680.55 EL 679.75 6" 0 1 2 3/411 =1 1 -0" MUDDY CREEK WWTP TO SOUTH FORK PS DIVERSION BOX STRUCTURE AT STA 97 +84.29 PLANS AND SECTIONS 12' 0 1 2 4' 3/8" =1' -0" THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 C27 SHEET OF W 0 a J C'3 W IZ c a+ 750 740 SSMH ID MH 989 REMOVE RIM = 730.77 THE SCALE BAR INV IN: 720.54 12" (E) INV IN: 718.37 35" (SE) INV OUT: 718.67 36" (SW) SSMH OD MH 974 REMO RIM = 731.35 o ~ '�^ Q C3 0 into a �� IIJ W�� U) aW Q Omw a x cn INV IN: 723.23 18" (NE) INV OUT: 723.12 18" (SW) 730 EX 36" SS - 720 715 0 +00 P� xx F QJ "" FL00 0 � • I �� • • 1 REGULATORY APPROVAL N0, ISSUED FOR 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 8 +00 9 +00 PROFILE HORZ: 1"=40' VERT: I"=4' EXISTING 20' EASEMENT FEMA 100 -YEAR + >3 } FLOODPLAIN Ex 12" SS �� 2 >+ STA r 8 + 5.00 r� (REMOVE AND REPLACE) + �� s.19 P 0 T T MAN LE 1-\'j NNECTION DETAI i + a SED 18" ANITARY SEE DWG C38 > �� L EWER ON OU / \ / J 3o IL BORIN /B- 3 �� UPSTREAM LINE, E DWG C3) \ \ TBM 48 ASH % SSMH ID MH 989 ) (REII SSMH' 1 NO. 952 >2g6 7' NA 8) RIM= 730.77 .RIM= 732.17 �.r INV IN: 723,.75 12' N) > R T US INV IN: 720.54 12 (E) + 3p IN +> + EE P OTECTION 'V OUT: j A.39 12 7 3j INV IN: 718.37 36° (SE) �� + + 3 A S g >38 TA 7 +3 .59 .NC TYP. / 3 0 6 , INV OUT: 718.67 36 (S �- i `1;A� 0 /STA 0 4 ■ j 1 � POSE DIA FLAT TOPS ANHOLE � 033R / 9.5' �� o RIM7 €Y__ 731.60 72 8, EX 12" SS 'S ,' PRQ O,SED DIA FL T TO MANHOLE 9 1 W + + - - - -- + (REMOVE) RI .87 + + > > � 2M ASSOCIATES, LLC. S MH 971 REMO 729,51 > .�h `� 3+ 47. 3s PIN 6833 -51 -1695 = 31.46 >3 ,^t_EX 36 ss 29> h `� `� \+ PROPO ED 6 IA FLA DB 3070 PG 1308 18 (NE) $p (REMOVE) 9.p /�'J� I SILT FENCE, UT: 4. 3 750 740 730 720 715 10 +00 - . i 1 111 .. • ` �'' � � �>S` „ • • • � • EEXAISSETMINEG N T 2 ' � � � , >� - - 1�L�i 1. � , . • • `� // .,� - , ' ' � 1 , _ , `` �i , �_ �� ►J � c�i� •_ �. ' n1� 1 1 " . _ • T � !� °j- ��' fin. �, •�� 1. / 111 ��.� ••- _. � �� EX 36 SS Well- �./ e •� • • • SEE DWG C3113--��, PIN 6833 -50 -3455 T -� DB 2779 PG 75 0227029 � � PB 45 PG 194 DESIGNED ASV DRAWN HLF /GWF CHECKED PROJ. ENGR. ASV 4/14 H & S DATE BY APPROVED 00 OFF _ ►� IuzEO o ' MUDDY CREEK OR SILT so UTH FORK g8 9 A SOUTH MAIN PROPERTIES, LLC. PIN 6833 -50 -3455 D8 2779 PG 75 P8 45 PG 194 SSMH (ID 1�0- 58 -4$9� >2 RIMm''- 732.98 5 + 30> INV OUT: 722.43 36" (SW) < PLAN 1 11=401 C A Ro�i = Q�6 ESS /p�9� SEAL EN AND SAWYER 025221 Environmental Engineers & Scientists 74,, FNGINE�� , 4944 Parkway Plaza Blvd, Suite 375, Charlotte, Norfh Carolina 28211 0�� S. Winston -Salem • Forsyth County 1 /County Utilities Water • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM FIDDLERS CREEK LINES TO CORN PRODUCTS TIE -IN PLAN AND PROFILE STA 0 +00 TO STA 10 +00 NOTES: 1. PLACE ARMORFLEX BANK STABILIZATION TO AN ELEVATION OF 1' ABOVE NORMAL WATER LEVEL. SEE DETAIL 4/D -06. ROLLED EROSION CONTROL MATTING SHALL BE USED ON CREEK BANKS. SEE DETAIL 0227014. 2. WATER LEVEL AND AUGER BORING RESULTS ARE PROVIDED BY THE S & ME SOIL BORING REPORT. 3. THE FOLLOWING EXISTING MANHOLES, MH ID 965, 7949, AND 7951 (TO REMAIN) NEAR STATION 1 +00, CUT AND REMOVE PIPE, BULKHEAD, AND SEAL MANHOLE CONNECTION WITH NON- SHRINK GROUT, APPLY BITUMINOUS COATING TO OUTSIDE SURFACE, AND RESHAPE BENCHES AS REQUIRED. 40 20 0 40' 1'= 40' -0" 0 Q U_ Q o co In �� IIJ W>� 0OJLv �W ° Omw a_w a w rn THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW MEASURES ONE H & S JOB NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING o ~ '�^ Q C3 0 into a �� IIJ W�� U) aW Q Omw a x cn THE ORIGINAL NUMBER NUMBER DRAWING. 2 C28 SHEET OF a� I 5 W co 0�co II J Wp >Q r LAJ a_ 0 w 0. wcwn o Q �� Q_ p cc �° >� W a w rn 0 Q U_0 Q_ 0 �(D II W>� (OwW aW ° O�W a -w a 1 N 0 ° �QJ 10 0E- Ui o~ LL cnoa�� Nom° LO 00W +(n CVrOZW° Q u) McpIIJ 1*W '�"0OLJi Maws QD�W i-a_w rn p -� .- Q ��_LU cn VENT EL V= 37.3 L00 EI.EVATION VE T EL =737. 8 SSMH Mj 9 1 ,R WO ae RE LA SSMH ID M 9 3 REI10 & RE RIM 73 .46 " RIM 73 .23 " SSMH (ID M 9 2 RE 0 & INV OU 7 4.3 1E" ( W) INV OU : 723.62 18" (!;W) RIM 73 .14 INV OU : 723.83 18" (SW) EX EMI 18" SS 10 F CONGRE C P, (EM VE AN R PLA (EM VE AN R PLA EX 36" SS WA ER EV L, EE 39 .36 LF 42' 0.30 0 - 387.46 LF 2' ®0.3 107. 0 LF 42 ® 0 178.29 LF 42' ! 0.10 o. ; N INV NV IN:718.70 42 • INV INV OUT: 718.70 42 INV OUT: 725.50 12' INV IN: 720.52 18' IN: 718.52 42 INV OUT - 718.52 42" IN: 718.76 42' OUT: 718.76 42 INV IN_:719.92 42' NV IN:718.41 42' ' .0.10 INV UT• 719.9 42' TtINV P� xx F QJ "" FL00 0 � • I �� • • 1 REGULATORY APPROVAL N0, ISSUED FOR 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 8 +00 9 +00 PROFILE HORZ: 1"=40' VERT: I"=4' EXISTING 20' EASEMENT FEMA 100 -YEAR + >3 } FLOODPLAIN Ex 12" SS �� 2 >+ STA r 8 + 5.00 r� (REMOVE AND REPLACE) + �� s.19 P 0 T T MAN LE 1-\'j NNECTION DETAI i + a SED 18" ANITARY SEE DWG C38 > �� L EWER ON OU / \ / J 3o IL BORIN /B- 3 �� UPSTREAM LINE, E DWG C3) \ \ TBM 48 ASH % SSMH ID MH 989 ) (REII SSMH' 1 NO. 952 >2g6 7' NA 8) RIM= 730.77 .RIM= 732.17 �.r INV IN: 723,.75 12' N) > R T US INV IN: 720.54 12 (E) + 3p IN +> + EE P OTECTION 'V OUT: j A.39 12 7 3j INV IN: 718.37 36° (SE) �� + + 3 A S g >38 TA 7 +3 .59 .NC TYP. / 3 0 6 , INV OUT: 718.67 36 (S �- i `1;A� 0 /STA 0 4 ■ j 1 � POSE DIA FLAT TOPS ANHOLE � 033R / 9.5' �� o RIM7 €Y__ 731.60 72 8, EX 12" SS 'S ,' PRQ O,SED DIA FL T TO MANHOLE 9 1 W + + - - - -- + (REMOVE) RI .87 + + > > � 2M ASSOCIATES, LLC. S MH 971 REMO 729,51 > .�h `� 3+ 47. 3s PIN 6833 -51 -1695 = 31.46 >3 ,^t_EX 36 ss 29> h `� `� \+ PROPO ED 6 IA FLA DB 3070 PG 1308 18 (NE) $p (REMOVE) 9.p /�'J� I SILT FENCE, UT: 4. 3 750 740 730 720 715 10 +00 - . i 1 111 .. • ` �'' � � �>S` „ • • • � • EEXAISSETMINEG N T 2 ' � � � , >� - - 1�L�i 1. � , . • • `� // .,� - , ' ' � 1 , _ , `` �i , �_ �� ►J � c�i� •_ �. ' n1� 1 1 " . _ • T � !� °j- ��' fin. �, •�� 1. / 111 ��.� ••- _. � �� EX 36 SS Well- �./ e •� • • • SEE DWG C3113--��, PIN 6833 -50 -3455 T -� DB 2779 PG 75 0227029 � � PB 45 PG 194 DESIGNED ASV DRAWN HLF /GWF CHECKED PROJ. ENGR. ASV 4/14 H & S DATE BY APPROVED 00 OFF _ ►� IuzEO o ' MUDDY CREEK OR SILT so UTH FORK g8 9 A SOUTH MAIN PROPERTIES, LLC. PIN 6833 -50 -3455 D8 2779 PG 75 P8 45 PG 194 SSMH (ID 1�0- 58 -4$9� >2 RIMm''- 732.98 5 + 30> INV OUT: 722.43 36" (SW) < PLAN 1 11=401 C A Ro�i = Q�6 ESS /p�9� SEAL EN AND SAWYER 025221 Environmental Engineers & Scientists 74,, FNGINE�� , 4944 Parkway Plaza Blvd, Suite 375, Charlotte, Norfh Carolina 28211 0�� S. Winston -Salem • Forsyth County 1 /County Utilities Water • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM FIDDLERS CREEK LINES TO CORN PRODUCTS TIE -IN PLAN AND PROFILE STA 0 +00 TO STA 10 +00 NOTES: 1. PLACE ARMORFLEX BANK STABILIZATION TO AN ELEVATION OF 1' ABOVE NORMAL WATER LEVEL. SEE DETAIL 4/D -06. ROLLED EROSION CONTROL MATTING SHALL BE USED ON CREEK BANKS. SEE DETAIL 0227014. 2. WATER LEVEL AND AUGER BORING RESULTS ARE PROVIDED BY THE S & ME SOIL BORING REPORT. 3. THE FOLLOWING EXISTING MANHOLES, MH ID 965, 7949, AND 7951 (TO REMAIN) NEAR STATION 1 +00, CUT AND REMOVE PIPE, BULKHEAD, AND SEAL MANHOLE CONNECTION WITH NON- SHRINK GROUT, APPLY BITUMINOUS COATING TO OUTSIDE SURFACE, AND RESHAPE BENCHES AS REQUIRED. 40 20 0 40' 1'= 40' -0" THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW MEASURES ONE H & S JOB NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 2 C28 SHEET OF ►i LLI !z • 1 REGULATORY APPROVAL N0, ISSUED FOR 750 e, 730 �1111111111111001 715 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 PROFILE HORZ: 1"=40' VERT: 1"=4' / / / / Q 0 1 / TREE OTECTION FENCE, T / 0227033R I I I METAL __ -- I. !7Ar5 /� 0 0 .SS - t // , .4 6 fQ DESIGNED ASV DRAWN HLF /GWF CHECKED PROJ. ENGR. ASV 4/14 H & S DATE BY APPROVED FEMA 100 -YEAR FLOODPLAIN SEMI- TRAILER (DILAPIDATED) 1 -------- 2M ASSOCIATES, LLC. SSMH ID MH 9 P/N 6833 -51 -1695 7INV- .50 DB 3070 PG 1308 725.20 18" (NE: 5.15 18' (SW) STA 15 Dr) // • �. U • • • a.� 724.70 1 s �- LEE 0-1011 i--- ll'•''� �' . - ' • • u- • _ r ',� � w ✓ - • • .% � � =- 'sic -= _ 16+00 17+00 18 +00 FEMA 100 -YEAR / FLOODPLAIN A R IN T CORN PRODUCTS INTERNATIONAL, INC. SOIL B RING \ � 0 o p 10 E B -34 - r?- 19 +00 750 740 730 VR1I 715 G` SOIL BORING I -• • •�� R=35 . 1 - ♦I , •�- �� ,.� 1��_ • • • - , � ��`� • : � - / III JIUBBARD REALTY OF WINSTON-SALEM, RAMEY PROPERTIES, 7 6 D. 2552 PG 3351 -: 4 SEAL MZEN AND SAWYER 025221 Environmental Engineers & Scientists 7i, FNGINE�� , 4944 Parkway Plaza Blvd, Suite 375, Charlotte, Norfh Carolina 28211 W S, Winston -Salem ■ Forsyth County 1 /County Utilities Water • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM 8 \uU \ 10. FIDDLERS CREEK LINES TO CORN PRODUCTS TIE -IN PLAN AND PROFILE STA 10 +00 TO STA 20 +00 NOTES: 1. WATER LEVEL AND AUGER BORING RESULTS ARE PROVIDED BY THE S& ME SOIL BORING REPORT. 2. CONTRACTOR SHALL PROVIDE RAILROAD PROTECTIVE LIABILITY (RPL) INSURANCE PER SPECIFICATION SECTION 01015. 3. GRAVITY SEWER OUTFALL TO BE OPEN CUT IN NORFOLK SOUTHERN RAILROAD RIGHT -OF -WAY. 4. AT STATION 16 +50, DO NOT DISTURB EXISTING CHANNEL UPSTREAM AND DOWNSTREAM OF CULVERT. 40 20 0 40' V=40'-O' THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW MEASURES ONE H & S JOB NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL O NUMBER DRAWING. 2 C29 SHEET OF a O g �� o �°II� w W p W p OM W aIxcWn F 'naN� F N ?N w� N or, _ + c r a Q° 0 H g o) o n M p II J U W F- owW dWcWn R H O V) co _j NO w a W p Ir? W I I I I I I I I I I I I 6a ± V_ H cnaWcn 100' NS RAILROAD RIGHT -OF -WAY APPROX RR TR ELEV - 798 f CK LE =7 1.15 r +I N ELE =7 9.54 L00 E EV TI ROAD ING TRESTLE AI 00 TY SSMH ID MH 970 (REMOVE--& SS ID MH 69 REMOVE & REPLACE RIM = 736.92 NV IN: 724.74 18" ( INV UT:i 72' .70 18" S MH E 4 "x3 ORRUGATED RIN1�33.50 INV INV IN: OUT: 725.20 725.15 (NE) 18" EM R Lill S41-1 ID H 68 R O R CE RI =7 2.2 XIS IN GR DE IN OUT: 725..T4 18 (SW) I I 1 I $ 0 D EP E (REMOVE 1E" S AN RE LA N TE 1 , YP. Ex 18" SS VE x 18" ss (REMOVE AND AN R ) Jr - k 42" 56 DIP 33 .29 42" ® 0.10 ®0.30 W/P401 374.16 42" 0.30% 396.36 LF 4 " ® 0.30%_ INV IN: 721.11 42" INV OUT: 721.11 42" 42" 42" IN:722.27 OUT: 722.23 42" -' 42" NV NV NV IN: NV OUT: 723.44 723.40 U ERR FU AL T P. 11 +00 12 +00 13 +00 14 +00 15 +00 PROFILE HORZ: 1"=40' VERT: 1"=4' / / / / Q 0 1 / TREE OTECTION FENCE, T / 0227033R I I I METAL __ -- I. !7Ar5 /� 0 0 .SS - t // , .4 6 fQ DESIGNED ASV DRAWN HLF /GWF CHECKED PROJ. ENGR. ASV 4/14 H & S DATE BY APPROVED FEMA 100 -YEAR FLOODPLAIN SEMI- TRAILER (DILAPIDATED) 1 -------- 2M ASSOCIATES, LLC. SSMH ID MH 9 P/N 6833 -51 -1695 7INV- .50 DB 3070 PG 1308 725.20 18" (NE: 5.15 18' (SW) STA 15 Dr) // • �. U • • • a.� 724.70 1 s �- LEE 0-1011 i--- ll'•''� �' . - ' • • u- • _ r ',� � w ✓ - • • .% � � =- 'sic -= _ 16+00 17+00 18 +00 FEMA 100 -YEAR / FLOODPLAIN A R IN T CORN PRODUCTS INTERNATIONAL, INC. SOIL B RING \ � 0 o p 10 E B -34 - r?- 19 +00 750 740 730 VR1I 715 G` SOIL BORING I -• • •�� R=35 . 1 - ♦I , •�- �� ,.� 1��_ • • • - , � ��`� • : � - / III JIUBBARD REALTY OF WINSTON-SALEM, RAMEY PROPERTIES, 7 6 D. 2552 PG 3351 -: 4 SEAL MZEN AND SAWYER 025221 Environmental Engineers & Scientists 7i, FNGINE�� , 4944 Parkway Plaza Blvd, Suite 375, Charlotte, Norfh Carolina 28211 W S, Winston -Salem ■ Forsyth County 1 /County Utilities Water • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM 8 \uU \ 10. FIDDLERS CREEK LINES TO CORN PRODUCTS TIE -IN PLAN AND PROFILE STA 10 +00 TO STA 20 +00 NOTES: 1. WATER LEVEL AND AUGER BORING RESULTS ARE PROVIDED BY THE S& ME SOIL BORING REPORT. 2. CONTRACTOR SHALL PROVIDE RAILROAD PROTECTIVE LIABILITY (RPL) INSURANCE PER SPECIFICATION SECTION 01015. 3. GRAVITY SEWER OUTFALL TO BE OPEN CUT IN NORFOLK SOUTHERN RAILROAD RIGHT -OF -WAY. 4. AT STATION 16 +50, DO NOT DISTURB EXISTING CHANNEL UPSTREAM AND DOWNSTREAM OF CULVERT. 40 20 0 40' V=40'-O' THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW MEASURES ONE H & S JOB NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 2 C29 SHEET OF ►i W fZ I • 750 740 730 720 715 1 REGULATORY APPROVAL N0, ISSUED FOR 21 +00 22+00 23 +00 24 +00 25 +00 PROFILE HORZ: 1 ° =40' 26 +00 SSM H 27 +00 28 +00 29 +00 750 740 730 720 M 4/14 H &S DATE BY DESIGNED ASV DRAWN HLF /GWF CHECKED PROJ. ENGR. ASV APPROVED urn ZD3Z r-(_7 ,).)D i PB 42, PG 38 C A RD� = Q�6 ESS /p�9� SEAL 025221 �7i FNGINE4 -� �C, S, A► = L+v MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suife 375, Charlotte, North Carolina 28211 Winston -Salem ■ Forsyth County �c i /County Utilities Water • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM 'ON- SALEM, INC. 'S, LLC 153 351 S FIDDLERS CREEK LINES TO CORN PRODUCTS TIE -IN PLAN AND PROFILE STA 20 +00 TO STA 30 +00 '1 20 1 1 1'=40'-O' THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 2 C30 SHEET OF ►i W I • O H Q �p Q c� CO ^ c\C w> Q DEW dW D dCr (W O H Q Q N c0 ^ - II _j w> ¢ 0JW dW O CLMEni O � WcD Q M to �p w> Q cp N _00 + 04D�W NaW NaacN ELE =7 1.9 LO OD ELEVATION E ISTI G RA E SS H I M 96 RE0 R LA SS H I M 9 7 R 0 dt R LA RIM 73 .22 EX 18" Ss (REMOVE AND REPLACE) RIM 73 .09 6.09 18" 1 (E) INV OU 7 6.0 18" (\V) EX 12" INV OUT 726.01. O R 0 AND R PLACE) S 393.52 LF 62.74 4 ' 010`1 52.64 LF 42 0.09 42" ®0.10% 333.9 F 42' 0.10 INV IN: 724.36 42" I V OUT: 723.77 INV IN:725.08 INV OUT: 725.08 42" 42" INV IN: 724.73 42" INV IN: 727.05 121 INV OUT: 724.73 42 INV OUT: 727.05 12' 42 21 +00 22+00 23 +00 24 +00 25 +00 PROFILE HORZ: 1 ° =40' 26 +00 SSM H 27 +00 28 +00 29 +00 750 740 730 720 M 4/14 H &S DATE BY DESIGNED ASV DRAWN HLF /GWF CHECKED PROJ. ENGR. ASV APPROVED urn ZD3Z r-(_7 ,).)D i PB 42, PG 38 C A RD� = Q�6 ESS /p�9� SEAL 025221 �7i FNGINE4 -� �C, S, A► = L+v MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suife 375, Charlotte, North Carolina 28211 Winston -Salem ■ Forsyth County �c i /County Utilities Water • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM 'ON- SALEM, INC. 'S, LLC 153 351 S FIDDLERS CREEK LINES TO CORN PRODUCTS TIE -IN PLAN AND PROFILE STA 20 +00 TO STA 30 +00 '1 20 1 1 1'=40'-O' THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 2 C30 SHEET OF ►i W I • E 0 ti 1 REGULATORY APPROVAL N0, ISSUED FOR 750 740 730 720 1 TREE PROTECTI FENCE, TYP. �zz o22�0 - -- __ is _SS ---- 1------ - - - - -- 31 +00 32+00 33 +00 34 +00 35+00 PROFILE HORZ: 1"=40' VERT: I"=4' / EXISTING 20' FIBER OPTIC EASEMENT 4 / HUBBARD REALTY OF WINSTON— SALEM, INC. EXIST FIBER OPTIC RAMEY PROPERTIES, LLC PIN 6833 -71 -4153 (APPROX LOCATION) OB 2552 PG 3351 \�3 >,331 PE? 42, PG 38 x HUBBARD REALTY OF WINSTON— SALEM, INC. RAMEY PROPERTIES, LLC PIN 6833— 71— 4153 J DB 2552 PC 3351 PB 42, PG 38 4/14 H &S DATE BY DESIGNED_ DRAWN CHECKED PROJ. ENGR. APPROVED ASV HLF /GWF ASV RIM = 735.38 INV IN: 725.78 36° (E�M INV IN: 728.55 8° (SE) 1 INV OUT: 725.65 36° (W) C A RD� = Q�6 ESS1041_ �y SEAL 025221 FNGINE4� / i FSETIM 'I = 4U 36+00 37+00 38+00 39 +00 750 740 730 �:l�l�.�Qi�b► A N AMERICAN NATIONAL CAN COMPANY PIN 6833 -72 -9599 PIN 6833 -71 -9981 DB 1824 PC 1639 02.62 i ED 6' DIA FLAT TOP MANHOLE % X5.5 V = 736.18 MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suife 375, Charlotte, North Carolina 28211 Winston -Salem ■ Forsyth County i /County Utilities Water • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM g Q H N NORTH FIDDLERS CREEK OUTFALL PLAN AND PROFILE STA 30 +00 TO STA 40 +00 '1 20 1 1 1'=40'—O' THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 2 C31 SHEET OF ►i W 0 a J W Cc IL O 01 Q co �c � N D II J MN' W MOW D < 0 -C W Hac W 0 0- w (n a O0 J Q cc r- II J ~ OW 0 0 Ld w- W U U W M U� 1 0 ~N poao C4 — 0♦0�W F)OO ((W IL� W W M ()� l 0 ~N p pQp r-0— NNW Mao ��LU t0 (WJIW CL E N LO D E EV TIO CROSSI AIL TEMPORARY STR SEE AM DE 5/ 6 XIS TING GR DE 2 FIBER OPTIC 93.52 LF 42' 00-101, 378.18 42 ` ®0.109b 376.57 F 42` 0.1 I � INV IN: 725.47 INV OUT: 725.4 42" 42" IN INV IN: OUT.-725.85 7 5.85 42" 42 720 1 TREE PROTECTI FENCE, TYP. �zz o22�0 - -- __ is _SS ---- 1------ - - - - -- 31 +00 32+00 33 +00 34 +00 35+00 PROFILE HORZ: 1"=40' VERT: I"=4' / EXISTING 20' FIBER OPTIC EASEMENT 4 / HUBBARD REALTY OF WINSTON— SALEM, INC. EXIST FIBER OPTIC RAMEY PROPERTIES, LLC PIN 6833 -71 -4153 (APPROX LOCATION) OB 2552 PG 3351 \�3 >,331 PE? 42, PG 38 x HUBBARD REALTY OF WINSTON— SALEM, INC. RAMEY PROPERTIES, LLC PIN 6833— 71— 4153 J DB 2552 PC 3351 PB 42, PG 38 4/14 H &S DATE BY DESIGNED_ DRAWN CHECKED PROJ. ENGR. APPROVED ASV HLF /GWF ASV RIM = 735.38 INV IN: 725.78 36° (E�M INV IN: 728.55 8° (SE) 1 INV OUT: 725.65 36° (W) C A RD� = Q�6 ESS1041_ �y SEAL 025221 FNGINE4� / i FSETIM 'I = 4U 36+00 37+00 38+00 39 +00 750 740 730 �:l�l�.�Qi�b► A N AMERICAN NATIONAL CAN COMPANY PIN 6833 -72 -9599 PIN 6833 -71 -9981 DB 1824 PC 1639 02.62 i ED 6' DIA FLAT TOP MANHOLE % X5.5 V = 736.18 MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suife 375, Charlotte, North Carolina 28211 Winston -Salem ■ Forsyth County i /County Utilities Water • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM g Q H N NORTH FIDDLERS CREEK OUTFALL PLAN AND PROFILE STA 30 +00 TO STA 40 +00 '1 20 1 1 1'=40'—O' THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 2 C31 SHEET OF ►i W 0 a J W Cc ;v 1 REGULATORY APPROVAL N0, ISSUED FOR 750 740 730 720 I � 7 38. M U 3 D I ;'a M J� I X36.5 k / 736.4 0 � 1 4/14 H &S DATE BY DESIGNED_ DRAWN CHECKED PROJ. ENGR. APPROVED 41 +00 42+ 00 43+ 00 44+ 00 45+ 00 46 + 00 47+ 00 48+ 00 PROFILE HORZ: 1 " =40' VERT: I"=4' ASV HLF /GWF ASV �3 3 FEMA 100 -YEAR FLOODPLAIN, TYP. AMERICAN NATIONAL CAN COMPANY i PIN 6833-72-9599 — PIN 6833-71-9981 1 DB 1824 PG 1639 1 1� TREE PRO EC FENCE, TYP., So UTTN z'-�1�- o�� C A RD� = Q�6 ESS1041_ �v SEAL 025221 �7i FNGINE4 -� �, o/ If0 / / / / / u Fff ,, 1 =40 MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suife 375, Charlotte, North Carolina 28211 MARTHA LENTZ AND ruv oa,»- i / -It/ jj DB 2552 PG 3351 PB 42, PG 38 Winston -Salem ■ Forsyth County �c i /County Utilities Water • Sewer • Solid Waste Disposal EASEMENT SOUTH FORK IMPROVEMENTS PROGRAM 750 740 730 1 / PP PP LLJ / / 1 X / / i 0 1 / P EXIST /NC \ DER EASEMEe NT 1 1 / 1\7 l l THE SHADOW GR UP, LLC X�3pIN 68 — 5541 ° 1 / 6B 21 573 -6 326 4 n IA! 1 11 I i I I I / EX 36" S$ I — r, - -- SIMMONS NORTH FIDDLERS CREEK OUTFALL PLAN AND PROFILE STA 40 +00 TO STA 50 +00 NOTES: 1. CONTRACTOR SHALL NOTIFY DUKE ENERGY AT LEAST 48 -HOURS PRIOR TO ENCROACHING ON OR CROSSING ANY DUKE 7 03 n +WW�� C) ��gW to O Q �co Q to (0 c0 O WO W a. it En MAKE NECESSARY ARRANGEMENTS TO PROTECT THE LINE AND THE PUBLIC. THE CONTRACTOR SHALL ADHERE TO THE DUKE ENERGY ELECTRICAL TRANSMISSION ROW GUIDELINES /RESTRICTIONS FOR ANY WORK WITHIN DUKE ENERGY ROW. 0 i U_O Q c0 co c0 O W�� LLJ OW 0 Of -W a. w fn 0) ^ +W�< SOW <0M � J U_O ¢ 0; co i0 i co p 0 a- w v) ENT F MA 100 R A5 LEV 74 ,26 ELE =74.2 68' DUKE POWER EASEMENT 6 -DKE ROWER E EMNT - ETAIL STREAM 5/D6 T MPORARY RO SIN EXI TING G AD 376.57 42" LF ® 0.10% 60.91 L 42 .10% 339.8 42' O 0.108 41 .2 L 42' 00-101% NV NV IN: 726.23 OUT:726.23 42' 42' INV IN: 726.59 INV OUT: 726 42' 59 42' INV IN :726.93 NV OUT: 726 42' 93 42' I � 7 38. M U 3 D I ;'a M J� I X36.5 k / 736.4 0 � 1 4/14 H &S DATE BY DESIGNED_ DRAWN CHECKED PROJ. ENGR. APPROVED 41 +00 42+ 00 43+ 00 44+ 00 45+ 00 46 + 00 47+ 00 48+ 00 PROFILE HORZ: 1 " =40' VERT: I"=4' ASV HLF /GWF ASV �3 3 FEMA 100 -YEAR FLOODPLAIN, TYP. AMERICAN NATIONAL CAN COMPANY i PIN 6833-72-9599 — PIN 6833-71-9981 1 DB 1824 PG 1639 1 1� TREE PRO EC FENCE, TYP., So UTTN z'-�1�- o�� C A RD� = Q�6 ESS1041_ �v SEAL 025221 �7i FNGINE4 -� �, o/ If0 / / / / / u Fff ,, 1 =40 MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suife 375, Charlotte, North Carolina 28211 MARTHA LENTZ AND ruv oa,»- i / -It/ jj DB 2552 PG 3351 PB 42, PG 38 Winston -Salem ■ Forsyth County �c i /County Utilities Water • Sewer • Solid Waste Disposal EASEMENT SOUTH FORK IMPROVEMENTS PROGRAM 750 740 730 1 / PP PP LLJ / / 1 X / / i 0 1 / P EXIST /NC \ DER EASEMEe NT 1 1 / 1\7 l l THE SHADOW GR UP, LLC X�3pIN 68 — 5541 ° 1 / 6B 21 573 -6 326 4 n IA! 1 11 I i I I I / EX 36" S$ I — r, - -- SIMMONS NORTH FIDDLERS CREEK OUTFALL PLAN AND PROFILE STA 40 +00 TO STA 50 +00 NOTES: 1. CONTRACTOR SHALL NOTIFY DUKE ENERGY AT LEAST 48 -HOURS PRIOR TO ENCROACHING ON OR CROSSING ANY DUKE POWER ROW. THE CONTRACTOR SHALL MAKE NECESSARY ARRANGEMENTS TO PROTECT THE LINE AND THE PUBLIC. THE CONTRACTOR SHALL ADHERE TO THE DUKE ENERGY ELECTRICAL TRANSMISSION ROW GUIDELINES /RESTRICTIONS FOR ANY WORK WITHIN DUKE ENERGY ROW. 40 20 0 0 THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 2 C32 SHEET OF ►i W 0 a J W IZ N I.1 750 740 730 IL►IIM w 51+00 J,4z� NEE PR FENCE, % 0227033E / "� �� \\ 01 h FL EX`\ SM 00 TREE' `PROTECTION FENCE 52 +00 53 +00 z740 54 +00 55 +00 PROFILE i _ _ _ 11 . r-. 1 I + i } >An > i DI Anl 56+00 57 +00 Tgr OAK ELEV. 740.41' 6 58 +00 59 +00 k >c y O O Q FEMA 100 -YEAR FLOODPLAIN, TYP. 1 >Q 06 Miele] 750 740 730 1 40 20 0 40' 1 =40' 1'= 40' -0' W ASV THE SCALE BAR DATE OCTOBER 2014 LU DESIGNED �H CARS Winston -Salem • Forsyth County Iz HLF GWF �� • • • • SHOWN BELOW DRAWN z �6F _Sslgl9 ` /County Util�t�es NORTH FIDDLERS CREEK OUTFALL MEASURES ONE NUMB R JOB 32245 -000 CC SEAL ZEN AND AWER INCH LONG ON 0 CHECKED � Water • Sewer • Solid Waste Disp ©sal PLAN AND PROFILE CONTRACT DRAWING 1- 025221 Environmental Engineers & Scientists THE ORIGINAL NUMBER NUMBER Q PROJ. ENGR. ASV ��O FNGIN' � ��, 4944 Parkway Plaza Blvd, Suh 375, Charlotte, North Carolina 28211 STA 50 +00 TO STA 60 +00 DRAWING. 2 C33 1 REGULATORY APPROVAL 4/14 H VFW S, �P SOUTH FORK IMPROVEMENTS PROGRAM w N0. ISSUED FOR DATE BY APPROVED SHEET OF ICE S O < � 00 a^ co III D -W a W O W a w cn S S O < Cq ^ (0 _j 0JW aW in W a Q: U) O Q U_ �cOp� _ ' II_ OJW a W Q <O W a W U) CD (V ILA V) C <0M V NT E EV 74 .65 10 D ELEVATION E> STING GRADE 415.25 LF 42" 0.10% 97.40 LF 42 0.10% 4 7. 8 42' 0.10% 402.13 LF 42" ®0.1 42 727.35 JE IN: INV NV IN:7 727.64 727.64 42" 42" INV IN: 728.06 OUT:728.06 42" INV IN:727.35 UT: 4 2" 'INV -AIV w 51+00 J,4z� NEE PR FENCE, % 0227033E / "� �� \\ 01 h FL EX`\ SM 00 TREE' `PROTECTION FENCE 52 +00 53 +00 z740 54 +00 55 +00 PROFILE i _ _ _ 11 . r-. 1 I + i } >An > i DI Anl 56+00 57 +00 Tgr OAK ELEV. 740.41' 6 58 +00 59 +00 k >c y O O Q FEMA 100 -YEAR FLOODPLAIN, TYP. 1 >Q 06 Miele] 750 740 730 1 40 20 0 40' 1 =40' 1'= 40' -0' W ASV THE SCALE BAR DATE OCTOBER 2014 LU DESIGNED �H CARS Winston -Salem • Forsyth County Iz HLF GWF �� • • • • SHOWN BELOW DRAWN z �6F _Sslgl9 ` /County Util�t�es NORTH FIDDLERS CREEK OUTFALL MEASURES ONE NUMB R JOB 32245 -000 CC SEAL ZEN AND AWER INCH LONG ON 0 CHECKED � Water • Sewer • Solid Waste Disp ©sal PLAN AND PROFILE CONTRACT DRAWING 1- 025221 Environmental Engineers & Scientists THE ORIGINAL NUMBER NUMBER Q PROJ. ENGR. ASV ��O FNGIN' � ��, 4944 Parkway Plaza Blvd, Suh 375, Charlotte, North Carolina 28211 STA 50 +00 TO STA 60 +00 DRAWING. 2 C33 1 REGULATORY APPROVAL 4/14 H VFW S, �P SOUTH FORK IMPROVEMENTS PROGRAM w N0. ISSUED FOR DATE BY APPROVED SHEET OF ICE v d 1 REGULATORY APPROVAL NO. ISSUED FOR 760 750 740 730 720 TREE PROTECTION FENCE, TYP. PERMANENTS -T& M CROSSING >2 WITH CULVERT, > SEE DETAIL 2/D6 R a U a- W en W 1 a H_(0 Z O _j a cn PIN 6833 -93 a U W In W j� O 40 QO a COLLAR DB 2135 PG M U > IN JFT 3 � ION STA 60+ 01 R -6P.0 S EE C 1 140 PROPOSED 1 J SANITA W J� Q J TCE (LO C) � 0 Q U_ p� Q °p co p T- fn ' ^ co a ~ p W -W a W cn � O QJ LO Q N c0 5�* � IJ 0 a N� w 0-W O� W -W 0- 0 To- OOZ 0 cDOa o0w cDap C2 O� OII_j (VO c+D�W> cDa.W t0� !-d' 0 0_ woQ oU)w cGap QOW HW-W cn QOW HAW cn EL V= 49. 0 LO D ELEVATION NT STREAM CRaSSING' IT CULVERT, TAIL 2/D6 l` l j 0 F 8" MP SD ® 2.50 NV OUT: 7 4.0 RESTRAINED PLU G 20.00 LF J40 30" ® 1.35% .13 LF 42" 0,10 07.57 LF 42" O 0.20 ,INV IN:728.47 OUT.-726.47 42" 42" IN: 730.10 30" INV IN: 729.39 36" INV OUT:729.10 42" NV INV 4-H LL PERMANENTS -T& M CROSSING >2 WITH CULVERT, > SEE DETAIL 2/D6 R STA 60 +60.00 PIN 6833 -93 PROPOSED ANIT -SEEP COLLAR DB 2135 PG M U > IN JFT 3 � ION 20 LF 48" CMP SD @ 2.50% INV IN: 734.50 INV OUT: 734.0 PERMANENT ARMORFLEX BANK STABILIZATION 8'L x 10'W x 2'D, SEE DETAIL 4/D6 61 +00 62 +00 63 +00 64 +00 65 +00 66 +00 67 +00 PROFILE UJI� f �3D- - - 6 00 62+00 1 63 +00 - 33.74 CONTRACTOR TO J� N EXISTING CROSSING' STABILI J FOR VEHICLE ACCES FOR SILT FENCE, TYP. 36" DIP 0227024 _ - INV= Z3Z.51 - - - - - TREE PROTECTION F NCE AND SILT FENCE, SS SS T (LOC EXISTING 30' EASEMENT - DESIGNED ASV DRAWN H LF /GWF CHECKED PROJ. ENGR. ASV 4 14 H &S DATE BY APPROVED 740 A + Q2 A x r Rr '6 Rr 'S 1 ��\ � Q�a`C oti9� 9 SEAL 025221 9 INE�� \F�S.�� 760 750 740 730 Iffis-11iniftolm HUKL: =4U TEMPORARY CONSTRUCTION VERT: 1 =4� ENTRANCE /EXIT, SEE DWG X4 AND DETAIL 0257701 / A \/ ' �� i THE SHADOW GROUP, LLC TAMMY BARNEYCASTLE WEBSTER �� 3.5' C , LINK PIN 6843 -03 -3446 PIN 6843 -03 -0365 FENCE (REMOVE ° f � AND. REPLACE) � � k DB 2148 PG 859 DB 2592 PG 3150 1 o / C.0!9\ SSA 66 +20. �_ bo�°� /- SSMH ID 97 / P Oc0 DIA FLAT TOP MANHOLE x 20.00 LF 30" + RIM= 3 a IN UT: 737.23 21" S R I V = /41.89 �° + S45' 44' 44" W �, ) STA 63 +12.43' 1 0. PROPOSED 30" r PROPOSED 6' DIA FLAT TOP MANHOLE - b ® NOTE SANITARY SEWER, SEE r -_ R�11�1 ELEV = 742.35 ��_ - �, � 20' TCE (LOC) CONNECTION DN ETAIL, - -- - -- PROPOSED 10' -- -� - - -- r �y� � EASEMENT - -- - - -- - RESTRAINED Gp�j r' � SEE DWG C39 S45' 44' 44 "W 64 +00 - - -= 65 +00 613+00 6 +40 PLUG �r� y L EXISEM 30' - - -- ENT 307.57 Y 42" �� 346.2 + � �545� 44 "W EX 36" CM $$ , SS❑ 3- TE 1 ss I�NV IN: • 9.17 6" N JV OUT: 729.1 36" (S 101111111FARNI i - I-r v \ \ \ j INV IN: `737.0T-319"I INV )AL-737.02 21" (N OVT: 7291.63 36" SW) S _ _ EX 36_' SS j plifill 735 + SSMH ID NO. 7976 RIM = 742.37 > INV IN: 729.53 35' "NE) + 729.99 30" E) A INV OU - 729.43 36" (SW) �r EX 30" CONCRETE SS + ZEN AND SARVER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suite 375, Charlotte, North Carolina 28217 Winston -Salem • Forsyth County C 0 /County Utilities Water Sewer • Solis! Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM 735 ri EXISTING 30'; %ytOtiEASEMENT 745 EIP SS___ FEMA YEAR \ FL07 PLAT I 4e ti NORTH FIDDLERS CREEK OUTFALL PLAN AND PROFILE STA 60 +00 TO STA 66 +40 NOTES: 1 PROVIDE WATERTIGHT RESTRAINED PLUG AND A PRESSURE TREATED 4X4 3' ABOVE FINISHED GRADE TO LOCATE END OF PIPE. '1 20 1 '1 1"=4D9-0" THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 2 C34 SHEET OF W LLJ IY 0 Q J LL I Er A THE SHADOW GROUP, LLC PIN 6833 -93 -5541 / if DB 2135 PG 3326 IN JFT ION STA 60+ 01 R -6P.0 S EE C 1 140 PROPOSED 1 J SANITA W J� Q J TCE (LO C) UJI� f �3D- - - 6 00 62+00 1 63 +00 - 33.74 CONTRACTOR TO J� N EXISTING CROSSING' STABILI J FOR VEHICLE ACCES FOR SILT FENCE, TYP. 36" DIP 0227024 _ - INV= Z3Z.51 - - - - - TREE PROTECTION F NCE AND SILT FENCE, SS SS T (LOC EXISTING 30' EASEMENT - DESIGNED ASV DRAWN H LF /GWF CHECKED PROJ. ENGR. ASV 4 14 H &S DATE BY APPROVED 740 A + Q2 A x r Rr '6 Rr 'S 1 ��\ � Q�a`C oti9� 9 SEAL 025221 9 INE�� \F�S.�� 760 750 740 730 Iffis-11iniftolm HUKL: =4U TEMPORARY CONSTRUCTION VERT: 1 =4� ENTRANCE /EXIT, SEE DWG X4 AND DETAIL 0257701 / A \/ ' �� i THE SHADOW GROUP, LLC TAMMY BARNEYCASTLE WEBSTER �� 3.5' C , LINK PIN 6843 -03 -3446 PIN 6843 -03 -0365 FENCE (REMOVE ° f � AND. REPLACE) � � k DB 2148 PG 859 DB 2592 PG 3150 1 o / C.0!9\ SSA 66 +20. �_ bo�°� /- SSMH ID 97 / P Oc0 DIA FLAT TOP MANHOLE x 20.00 LF 30" + RIM= 3 a IN UT: 737.23 21" S R I V = /41.89 �° + S45' 44' 44" W �, ) STA 63 +12.43' 1 0. PROPOSED 30" r PROPOSED 6' DIA FLAT TOP MANHOLE - b ® NOTE SANITARY SEWER, SEE r -_ R�11�1 ELEV = 742.35 ��_ - �, � 20' TCE (LOC) CONNECTION DN ETAIL, - -- - -- PROPOSED 10' -- -� - - -- r �y� � EASEMENT - -- - - -- - RESTRAINED Gp�j r' � SEE DWG C39 S45' 44' 44 "W 64 +00 - - -= 65 +00 613+00 6 +40 PLUG �r� y L EXISEM 30' - - -- ENT 307.57 Y 42" �� 346.2 + � �545� 44 "W EX 36" CM $$ , SS❑ 3- TE 1 ss I�NV IN: • 9.17 6" N JV OUT: 729.1 36" (S 101111111FARNI i - I-r v \ \ \ j INV IN: `737.0T-319"I INV )AL-737.02 21" (N OVT: 7291.63 36" SW) S _ _ EX 36_' SS j plifill 735 + SSMH ID NO. 7976 RIM = 742.37 > INV IN: 729.53 35' "NE) + 729.99 30" E) A INV OU - 729.43 36" (SW) �r EX 30" CONCRETE SS + ZEN AND SARVER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suite 375, Charlotte, North Carolina 28217 Winston -Salem • Forsyth County C 0 /County Utilities Water Sewer • Solis! Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM 735 ri EXISTING 30'; %ytOtiEASEMENT 745 EIP SS___ FEMA YEAR \ FL07 PLAT I 4e ti NORTH FIDDLERS CREEK OUTFALL PLAN AND PROFILE STA 60 +00 TO STA 66 +40 NOTES: 1 PROVIDE WATERTIGHT RESTRAINED PLUG AND A PRESSURE TREATED 4X4 3' ABOVE FINISHED GRADE TO LOCATE END OF PIPE. '1 20 1 '1 1"=4D9-0" THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 2 C34 SHEET OF W LLJ IY 0 Q J LL I Er ti 750 740 VEN T ELEV= 737.50 730 720 715 FIDDLERS CREEK LINE, SEE DWG C28 1 REGULATORY APPROVAL N0, ISSUED FOR 6+00 1+00 2 +00 3 +00 4 +00 5 +00 PROFILE HORZ: I"=40' VERT: 1"=4' 4/14 H DATE BY DESIGNED_ DRAWN CHECKED PROJ. ENGR. APPROVED ASV HLF /GWF ASV o��H C A RD� = Q�6 ESS1041_ �v SEAL 025221 �7i FNGI N' 4 �, \eWS.�P� P.1V1 H.7w7V1.1H11'i.7, LLI.. PIN 6833 -51 -1695 DB 3070 PG 1308 7211 MAL IBM 6 +00 MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suife 375, Charlotte, North Carolina 28211 7 +00 Winston -Salem ■ Forsyth County i /County MIMI Water • Sewer • Solid Waste Disposal Weirs SOUTH FORK IMPROVEMENTS PROGRAM ti 11 750 0101911 12" DI WATERLINE 0% 730 0.01 15" 31.37 8" 11.26 12" 731.01 15' 720 715 10 +00 NOTES: 1. WATER LEVEL AND AUGER BORING RESULTS ARE PROVIDED BY THE S & ME SOIL BORING REPORT. 2. ONCE ALL SANITARY SEWER PIPE AND MANHOLES HAVE BEEN INSTALLED, TESTED, APPROVED, AND READY TO USE, THE CONTRACTOR WILL BE PERMITTED TO TIE INTO FIDDLERS CREEK LINE. � -z -� ASEMENT T PIPE 1 �I �TFRLINE v N 20 LF OF 12" DIP W /P401 0%; n W EXISTING 20' EASEMENT SSMH '1 20 1 1 1'=40'-O' WESTON OUTFALL UPSTREAM OF FLOW METER 5 PLAN AND PROFILE STA 0 +00 TO STA 10 +00 THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 2 C35 SHEET OF ►i U-11 I • O o \ Quo j I IIJ W>� �� W awo �? W cn = O o Qrno -0 1 ^> IIJ W> < (n W two a cc �`' 0 o a OM I IIJ W> � Q� W awo �� W a v� FT M O o WGO\ aaoo pM I N IIJ >< +0J W d- awo H�'� W a cn Q V U O o \�\ a`g'o OM I 0 o +��O\ Q \ O + C) H cn 0ZO OQJ NO)W� +ZW Ino0_0 HAW WM cn� FF ozo o �W< +NW HAW a cn rn WM� cn� F� oo a cn C) GMOw cn n5 IIJ W�� W 0wo a cwn I SSMH I N 775 RIM-=741.741 730.29 12" INV IN: 731 37 $" (W) INV INVOU IN: 70.2 1 " E EV 737 76 SSMH I IND. 773 SSMH I N 472 L00 E EV TIO RIM 73 .38 RIM-=7315.02 INVOU 7 6.0 1' ( ) INVOU: 77.5 1 "( ) TEM OR RY ST 5/E'-6 EA 0 OSS NG, SSMH I N 952 SSMH I N 72 229.1 RIM 73 .17 RIM 73 .26 ® O.E INV OU : 7 3.3 14" (f) INV 0U : 724.8 1 ( ) 194.00 15� ®� 5 „ (EM VE AN REP � 1. 096 INV IN: 7: INV IN: 7. INV IN: 7; INV OUT: (EM VE AN R LA 5.91 LF 8+ INV. INV IN: 0 728.57 T: 728 15' 32 18" 246.8 18` ®1.0096 EX 12" SS INV INV IN: OUT: 725.35 725.35 N 18 1 ' (� „ vE .w R u► E) (EM VE AN R LA E) 2 .3 LF 18" ®1 00 INV IN:722.88 OUT:722.88 18 ,8' INV VAT HR L VE , EE NOT 1. N V IN: 720.52 18" NV IN: 718.52 42" NV OUT: 718.52 42' 1 1 1 1 1 1 ++1 1 1 1 1 1 6+00 1+00 2 +00 3 +00 4 +00 5 +00 PROFILE HORZ: I"=40' VERT: 1"=4' 4/14 H DATE BY DESIGNED_ DRAWN CHECKED PROJ. ENGR. APPROVED ASV HLF /GWF ASV o��H C A RD� = Q�6 ESS1041_ �v SEAL 025221 �7i FNGI N' 4 �, \eWS.�P� P.1V1 H.7w7V1.1H11'i.7, LLI.. PIN 6833 -51 -1695 DB 3070 PG 1308 7211 MAL IBM 6 +00 MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suife 375, Charlotte, North Carolina 28211 7 +00 Winston -Salem ■ Forsyth County i /County MIMI Water • Sewer • Solid Waste Disposal Weirs SOUTH FORK IMPROVEMENTS PROGRAM ti 11 750 0101911 12" DI WATERLINE 0% 730 0.01 15" 31.37 8" 11.26 12" 731.01 15' 720 715 10 +00 NOTES: 1. WATER LEVEL AND AUGER BORING RESULTS ARE PROVIDED BY THE S & ME SOIL BORING REPORT. 2. ONCE ALL SANITARY SEWER PIPE AND MANHOLES HAVE BEEN INSTALLED, TESTED, APPROVED, AND READY TO USE, THE CONTRACTOR WILL BE PERMITTED TO TIE INTO FIDDLERS CREEK LINE. � -z -� ASEMENT T PIPE 1 �I �TFRLINE v N 20 LF OF 12" DIP W /P401 0%; n W EXISTING 20' EASEMENT SSMH '1 20 1 1 1'=40'-O' WESTON OUTFALL UPSTREAM OF FLOW METER 5 PLAN AND PROFILE STA 0 +00 TO STA 10 +00 THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 2 C35 SHEET OF ►i U-11 I • ;v 1 REGULATORY APPROVAL N0, ISSUED FOR 760 750 740 730 725 10- I �� i X . s U x I I 1 C 00 PROFILE HORZ: 1'1=40' VERT: 1`4' HIGHWAY 52 � � - - X60 _ - - STA 17 +43.96 (PUBLIC RIGHT -OF -WAY VARIES), -� _ _ - 1 OSED 4' DIA FLAT TA 7 +7 0 2M ASSOCIATES, LLC. R V = 743 _-.83 ROOSED. ANTI -SE AR o PIN 6833 -51 -1695 SS 11111 85 R 0 DB 3070 PG 1308 IM- V 734.14 ' VEN � V OUT: 734.1 � V 8) FEN `�O 3' E FENCE 1 STA 1 +00. RbPOSED 4' 01A M A. IS 760 LARCO CONSTRUCTION PROPOSED DIA FLAT TOP ANHOLE x� 439' 745 12 +02.21 + Xv RIM ELEV = 741.94 PIN 6833 -43 -5224 RIM ELEV/ 744.�EMOVE X w 744.% .X DB 2271 PG 1871 EX 12" SS ROPCISED IA MANHO RIM 8783 (REMOVE LAC > (REMOVE AND REPLACE) RIM ELEV 7 RIM' 4 3 744 2 4 OVEN IRE R M H745.6N0- 786 & REPLAC INV' 2" L _ FENCE W/2 O = IN: 734. '1 ) NO. 1 REMOVE & REPLACE) �il4V ��h/ INV'OUT: 73 2 (S) SOIL ORI RIM = 740.90 739.4' 747X3 AND` ,,% ' EX 12" SS 8 -09 740 740.8' IN 731.5 12" (N) �/x yy S o' OU . 2" (S) � X42 I � C(REMOVE AND REPLACE) EXIST ESM7- L „ v PROPOS " -{�,�� 7� s A � " � 19+ OC x 73g.5' EX 12 SS SANITA E 742 0 �l C) 1 ., 57. 39_ E STA 19 +30.00 J (REMOVE AND REPLACE) E PRO 0 EsM� �� 5 ", m PROPOSED ANTI -SEEP COLLAR XV 00 STA 1 ' 60.00 CE, TYPE X� T/ �- �., L .r' S4. 34 "W 739.3, \ EXISTING 20' 0227033R 7`'n r PROPOSED ANTI -S EP COLLA _ _ v 229.10 15� 72 1 0 �� EASEM T 7'�. - 74Jr 743.6 74Z 7 - - 1Op 43� ' X 742 F - O s + _ / 1 5' 15 38 E 16 +0 BRAS Rn ` `��• G� p o Q' x _ _ X 13+ EX 12" SS WETLANDS y� _ _ 00 S4. 32-�� ." �23 � 24.62 LF 15 - - _ � � - � (REMOVE AND REPLACE) � �0 O 20' CO �- _ 19 57 W Io' �0 52 LF 15 Ex 1 z" Ss - N ° °� SILT FENCE, 20' 4 15 lF 15" 1Ak $� 19 20 (REMOVE AND REPLACE) I FABER FIFTRATIYP TOP OF ( ) I o0 5 Q� r�• gx TYP. 0227000 NE - 1 -- x v `J.. 0' TC 40' -0' CONIC BRIDGE RAIL - - _ 2.5' HIGH (REMOVE s N z EX 12" SS " DI 4' WOVEN WIRE o AND .REPLACE ) 0 N WIRE FENC x " EX 12 SS (REMOVE AND REPLACE) TER INE a FENCE REMOVE NUMBER EMOVE AND REPLA E) (REMOVE AND REPLACE TREE PRO T ION FENCE INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER STA 10 +00 TO STA 20 +00 DRAWING. 2 O Q o �� Q�0 o,* 1 n S >� 0- w o o w W 0-w U) SHEET OF c+p��W O o rn� Qco0 p l n_ n S N�IIJ 0w >� 0- w ° <0M W Hw_ W NaWV) O O LL r� Quo o l r �II� w >� 0JW a w° o g W W_ W awrn 760 O O U_ r, 00 <C5 d- I r 1*II� LAJ �JW a W° o w w_ w awcn O O g�� Q0)0 p� l �II� °W >< OJW a w° o g w ow_ W awcn O O L_ to) x000 o* l 19 +30.00 Ln STA co_ cMO`}II� +w 0) Q Hx,_ v\ �II� w >� �JW a w° o g w W_ - W EwEn PROPOSED SEE ANTI -SEEP COLLAR DETAIL 0260113 STA 19 +60.00 PROPOSED ANTI -SEEF SEE DETAIL 0260113 STA 17 +70.00 ss RIM:-74 IM NV INV H I D REMOVE REPLACE IN: OU 51 34.90 7 4.8 12" (NF) 12" (S) 750 AM CROSSIN( SS H ID ND. 783 IR O REPLACE' ID NO, 8785 4.29 4.14 12" (N) 734.10 12" (S) RIM INIV 74 .65 lN: 73- OUT: 7 RI =7 PROPOSED ANTI -SEEP COLLAR SEE DETAIL 0260113 INV 2.7 1 " (E) IN OUT: T MP RAY TR 5 E DETAIL /D SM I N. 8_784)1 (REMOVE REPLACE) EN E EV =745 74 1 IM 744 59 E EV 745 76 SS H I D N 781 R O R CE V UT: 733.44 12' (S RIM 74¢.90 731.57 1- " OUT: 731.55 12" SS H ID N 782 O EP CE INV () RIM 74 .40 INV OUT; 72.5 1 " 740 NNI EX 12" (REMOVE 1 730 15" -- , ® 0.6036 27.41 F W TE LE EL, 81.79 LF 15" ® 0.609: 141.18 LF 15" ®0. 0 1 6.48 LF 124.62 5" 00.60% 0 NV NV IN: OUT: 7,36.58 736 15 58 194.15 15" 0. INV IN:734.79 INV OUT: 734.79 NV IN: NV OUT: 735.64 735.64 15" 15" 15" 22 .10 1 0 60 INV IN:734.04 OUT: 734.04 15' 15' 15" 15 • 2.313 15' -INV 12" " ( VE AND R ) INV OUT: 73 .38 1 ' INV IN: 733.55 15' EX (REMOVE AN REPLACE) (REMOVE FIB AN REPLACE) (RE11A VE ANO R ) INV OU T: 733.55 15 (REM All R ) VE AN REPLACII X00 11 +00 12 +00 13 +00 14 +00 15+00 16 +00 17 +00 18 +00 19 +00 20 725 +00 I �� i X . s U x I I 1 C 00 PROFILE HORZ: 1'1=40' VERT: 1`4' HIGHWAY 52 � � - - X60 _ - - STA 17 +43.96 (PUBLIC RIGHT -OF -WAY VARIES), -� _ _ - 1 OSED 4' DIA FLAT TA 7 +7 0 2M ASSOCIATES, LLC. R V = 743 _-.83 ROOSED. ANTI -SE AR o PIN 6833 -51 -1695 SS 11111 85 R 0 DB 3070 PG 1308 IM- V 734.14 ' VEN � V OUT: 734.1 � V 8) FEN `�O 3' E FENCE 1 STA 1 +00. RbPOSED 4' 01A M A. IS 760 LARCO CONSTRUCTION PROPOSED DIA FLAT TOP ANHOLE x� 439' 745 12 +02.21 + Xv RIM ELEV = 741.94 PIN 6833 -43 -5224 RIM ELEV/ 744.�EMOVE X w 744.% .X DB 2271 PG 1871 EX 12" SS ROPCISED IA MANHO RIM 8783 (REMOVE LAC > (REMOVE AND REPLACE) RIM ELEV 7 RIM' 4 3 744 2 4 OVEN IRE R M H745.6N0- 786 & REPLAC INV' 2" L _ FENCE W/2 O = IN: 734. '1 ) NO. 1 REMOVE & REPLACE) �il4V ��h/ INV'OUT: 73 2 (S) SOIL ORI RIM = 740.90 739.4' 747X3 AND` ,,% ' EX 12" SS 8 -09 740 740.8' IN 731.5 12" (N) �/x yy S o' OU . 2" (S) � X42 I � C(REMOVE AND REPLACE) EXIST ESM7- L „ v PROPOS " -{�,�� 7� s A � " � 19+ OC x 73g.5' EX 12 SS SANITA E 742 0 �l C) 1 ., 57. 39_ E STA 19 +30.00 J (REMOVE AND REPLACE) E PRO 0 EsM� �� 5 ", m PROPOSED ANTI -SEEP COLLAR XV 00 STA 1 ' 60.00 CE, TYPE X� T/ �- �., L .r' S4. 34 "W 739.3, \ EXISTING 20' 0227033R 7`'n r PROPOSED ANTI -S EP COLLA _ _ v 229.10 15� 72 1 0 �� EASEM T 7'�. - 74Jr 743.6 74Z 7 - - 1Op 43� ' X 742 F - O s + _ / 1 5' 15 38 E 16 +0 BRAS Rn ` `��• G� p o Q' x _ _ X 13+ EX 12" SS WETLANDS y� _ _ 00 S4. 32-�� ." �23 � 24.62 LF 15 - - _ � � - � (REMOVE AND REPLACE) � �0 O 20' CO �- _ 19 57 W Io' �0 52 LF 15 Ex 1 z" Ss - N ° °� SILT FENCE, 20' 4 15 lF 15" 1Ak $� 19 20 (REMOVE AND REPLACE) I FABER FIFTRATIYP TOP OF ( ) I o0 5 Q� r�• BRANCH -� 735 � 24 CP TEMPORARY CONSTRUCTION ENTRANCE /EXIT, SEE DWG w I X,4 AND DE>�0257701 w L\ W w DESIGNED ASV DRAWN HLF /GWF CHECKED PROJ. ENGR. ASV 4/14 H & S DATE BY APPROVED 'STABILIZE LET --J FOR SILT F E E •C° 0227024 J X w �O U - C A RD� = Q�6 ESS /049 SEAL 025221 FNGINE4� S. x I AND SILT F NCE, TYP. SSMH OD N0. 782 REMOVE & REPLACE) 0227000 x RIM =7 .40 x � INV INS-732. 5 " (NW) ° INV OUT: 7 2.50 " (S) x 1 X740 A 13+ 6.36 V 2M ASSOCIATES, LLC. PR OSED L-_��42 � DIA FLA TOP MANHO�E RIM E EV -15 PIN 6833 -51 -1695 OB 3070 PG 1308 PLAN 1 ° =40' MZEN AND S ASR Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suife 375, Charlotte, North Carolina 28211 745 \ 2 039 STp �¢ \ SSMH (ID NO. 8784) (REMOVE & REPLACES > �` RIM = 744.59 X INV IN: 733.48 12" (N) I iso �0 �UT: 733.44 12" (S) TEMP STA 1 .77 x�SEE ) r.�7 \ P 0 SED 4' DI AT TOP MANHOLE sS RIM ELEV = 741 69 X X v 11 x N rV„ - OVERDALE HOLDINGS, INC. PIN 6833-42-9505 DS 2915 PG 3250 Winston -Salem ■ Forsyth County 1 /County Utilities Water • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM NOTES: 1. WATER LEVEL AND AUGER BORING RESULTS ARE PROVIDED BY THE S & ME SOIL BORING REPORT. 2. EXISTING CREEK BANK AND VEGETATION SHALL BE PROTECTED AS MUCH AS POSSIBLE TO PREVENT BANK COLLAPSE AND EROSION. ALL WORK SHALL BE PERFORMED WITHIN THE LIMITS AS SHOWN. 3. THE CONTRACTOR SHALL COMPLY IN COLLAR ALL RESPECTS WITH THE REQUIREMENTS OF THE APPLICABLE PERMITS ISSUED FOR THIS PROJECT. �s AND REPLACE) gx TYP. 0227000 NE - 1 -- x v `J.. 0' TC 40' -0' CONIC BRIDGE RAIL - - _ 2.5' HIGH (REMOVE s N z EX 12" SS " DI 4' WOVEN WIRE o AND .REPLACE ) 0 N WIRE FENC x " EX 12 SS (REMOVE AND REPLACE) TER INE a FENCE REMOVE NUMBER EMOVE AND REPLA E) (REMOVE AND REPLACE TREE PRO T ION FENCE BRANCH -� 735 � 24 CP TEMPORARY CONSTRUCTION ENTRANCE /EXIT, SEE DWG w I X,4 AND DE>�0257701 w L\ W w DESIGNED ASV DRAWN HLF /GWF CHECKED PROJ. ENGR. ASV 4/14 H & S DATE BY APPROVED 'STABILIZE LET --J FOR SILT F E E •C° 0227024 J X w �O U - C A RD� = Q�6 ESS /049 SEAL 025221 FNGINE4� S. x I AND SILT F NCE, TYP. SSMH OD N0. 782 REMOVE & REPLACE) 0227000 x RIM =7 .40 x � INV INS-732. 5 " (NW) ° INV OUT: 7 2.50 " (S) x 1 X740 A 13+ 6.36 V 2M ASSOCIATES, LLC. PR OSED L-_��42 � DIA FLA TOP MANHO�E RIM E EV -15 PIN 6833 -51 -1695 OB 3070 PG 1308 PLAN 1 ° =40' MZEN AND S ASR Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suife 375, Charlotte, North Carolina 28211 745 \ 2 039 STp �¢ \ SSMH (ID NO. 8784) (REMOVE & REPLACES > �` RIM = 744.59 X INV IN: 733.48 12" (N) I iso �0 �UT: 733.44 12" (S) TEMP STA 1 .77 x�SEE ) r.�7 \ P 0 SED 4' DI AT TOP MANHOLE sS RIM ELEV = 741 69 X X v 11 x N rV„ - OVERDALE HOLDINGS, INC. PIN 6833-42-9505 DS 2915 PG 3250 Winston -Salem ■ Forsyth County 1 /County Utilities Water • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM NOTES: 1. WATER LEVEL AND AUGER BORING RESULTS ARE PROVIDED BY THE S & ME SOIL BORING REPORT. 2. EXISTING CREEK BANK AND VEGETATION SHALL BE PROTECTED AS MUCH AS POSSIBLE TO PREVENT BANK COLLAPSE AND EROSION. ALL WORK SHALL BE PERFORMED WITHIN THE LIMITS AS SHOWN. 3. THE CONTRACTOR SHALL COMPLY IN COLLAR ALL RESPECTS WITH THE REQUIREMENTS OF THE APPLICABLE PERMITS ISSUED FOR THIS PROJECT. �s AND REPLACE) ►i LLI 0 a J 0 LU IZ 40 20 0 40' 1'= 40' -0' THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB WESTON OUTFALL UPSTREAM OF FLOW METER 5 MEASURES ONE NUMBER 32245 -000 PLAN AND PROFILE INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER STA 10 +00 TO STA 20 +00 DRAWING. 2 C36 SHEET OF ►i LLI 0 a J 0 LU IZ ;v DESIGNED_ DRAWN CHECKED PROJ. ENGR. 1 1 REGULATORY APPROVAL 1 4/14 1 H & S N0, ISSUED FOR DATE BY APPROVED ASV HLF /GWF ASV 770 760 VENT ELEV =747 61 750 RIM = 748.28 INV IN: 737.77 12" (NE) INV IN: 738.47 8° (NW) INV OUT: 737.66 12° (SW) 127.41 LF 15" ® 1.03% Ex 12" SS (REMOVE AND REPLACE) 740 EXISTING 20' ' EASEMENT i WETLANDS 9;o/ x ,w 20 LF OF 8" DIP W/P401 74 5' 4 4M i U � � 3 O' c I Q 00,o LUU 0 000 1ri ^ I S 11 J i~ W W G cr C INV IIN:737.89 15" INV IN: 738.47 8" INV OUT: 737.89 15 730 20+00 SSMH I� ` X 1 G ESM T LOC C 127.41 LF 15;*¢S S39' 53' 51' W C STORM niT IL O o QOO p� I ^S II '> H O = w wo 0- O W aXU) RIM 74 .43 2 (N E) - INV OU : 7 7.8 14" (�W) 1211 S 0.95% 7�14.7, 3 I,.F 15 INV IN: 738.47 15" INV OUT: 738.47 15" 21 +00 IL O �oP., coo. ^S 0 II v) L H O p aW O W a.wN RIM = 748.93' INV OUT: 739.91 12° 770 760 750 REPLACE UP TO 20LF OF EXISTING 12° VCP WITH 12° DIP W/ P401 Q 0.70% EX 12" VCP =I ■ �� EX INV IN:739.66 12' INV OUT.-739.66 15" 730 22 +00 23 +00 PROFILE HORZ: I"=40' VERT: I"=4' P PO ED 4' A A + LARCO CONSTRUCTION R M O E - 74 .83 PIN 6833 -43 -5224 DB 2271 PG 1871 S M N0. 787 EMOVE I - I - 74.28 6f I I�l: 737.77 2" (NE) I IN: 738.47 8' INV OUT: 73 66 12° ^�Q EX 12" SS - A (REMOVE AND REPLACE) 60.95 LF 15" r -S40' 07' 23 0W EXIS EM + EX 12° SS (REMOVE AND REPLACE) ESMT (LOC) 2 S3 3' 35 37 "W 1a, 124.73 LF 15 TO Y Y y.- s 7, 46.3 45 9 . - P 20 �ANk 746.8 TREE PROTECTION FENCE �� - X750 AND SILT FENCE, TYP. EX 12 SS �� 0227000 �� (REMOVE AND REPLACE) _7� 755 CE C A RD� = Q�6 ESS1041_ y SEAL 025221 �7i FNGINE4 -� �, S, i��r��•zm��i - PROPOSED 1a�_ K JILI rLINUIL SANITARY SEWER 27 4 ((WE we + 745.5 RI 746.43 IN37.87 ) \/ WV__07�R737.83 1 SSW) PRQFSOSED 4' DIA FLAT TOP MANH RIM ELEV = 746.61 SIXTH 1 " =40' MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suife 375, Charlotte, North Carolina 28211 OR/ NHOLE 11 OVERDALE HOLDINGS, INC. PIN 6833 -42 -9505 DB 2915 PG 3250 -11 zlo/le y Winston -Salem Forsyth County 1 /County Utilities Water • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM NOTES: 1. EXISTING CREEK BANK AND VEGETATION SHALL BE PROTECTED AS MUCH AS POSSIBLE TO PREVENT BANK COLLAPSE AND EROSION. ALL WORK SHALL BE PERFORMED WITHIN THE LIMITS AS SHOWN. 2. THE CONTRACTOR SHALL COMPLY IN ALL RESPECTS WITH THE REQUIREMENTS OF THE APPLICABLE PERMITS ISSUED FOR THIS PROJECT. WESTON OUTFALL UPSTREAM OF FLOW METER 5 PLAN AND PROFILE STA 20 +00 TO STA 22 +13.52 THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 2 C37 SHEET OF ►i iff W IZ Ir 0 a J C) LU 1 REGULATORY APPROVAL N0, ISSUED FOR �Al 0 , O �G SOIL BORING 72 9.5' / 72 8'-, / REMOVE 26 LF A- i� EXISTING 20' r� EX 12" DIP % �� EASEMENT R OVE 86 LF X 36" RCP � REMOVE EX SSMH 730 /I/ �v (ID 989) ��o LJA�' 729. X -x REMOVE EX SSMH -r* SS SS S / / OVE EX SSMH / (ID 974) 5/ 19 A- SS SS S / SS / - -LOS - - -- (ID 7952) SS SS A` PF - ec_sier /_ SS REMOVE EX R x Vk 5 L VALVE j E 6" REMOVE 100 LF S x SS SS S OF EX 18" VCP x EXISTING 20' EASEMENT V 1 730 ) / EXISTING 30 W EASEMENT k 725 /•••'...�...� �2S SOUTH FORK MUDDY CREEK ••• •••- A DEMOLITION PLAN - 0 +00 (DWG C28) SOUTH MAIN PROPERTIES, LLC. PIN 6833 -50 -3455 DB 2779 PG 75 1 = 20 PB 45 PG 194 SSMH I OD MH 1 04 REMOVE &(REPLACE) RI 732.01 I V IN 718. 6 36" (NE) STA 0+ 0.00 PROP ED 6 DIA FLA; OP ANHOLE A- 729.5 RIM ELEV = 730.79 1� SSMH ID MH 989 REMOVE RI M= 730.77 72 8'A- EX 36" SS INV IN: 77,0.54 12" (E) (REMOVE) INV I : 718.37 36" (SE) 7 >y 5 INV T`��18.57 36" (SW) 107.00 LF 42" S68' 22' 14" W - - - - -- LOc - -- /Z�. _ A- EX 12" SS / (REMOVE) EX 36" SS x �x / SS (REMOVE) X �SS SS SS SS / ` x MH 97 / R VE I = 1.35 V IN: 723.2 / (NE) moo. x OUT: 7 .12 18" (SW) % (R 18" ) EX 36" SS / � � F,'1� � (REMOVE) PLUG , % S5 ° n 2 C Al SOIL BORING / B -33 / / / i i' EXISTING 20' EASEMENT /y i 6 236.35 LF 18" S6' 15' 53'W o� SSMH ID NO. 7952 M= 732.17 NV IN 723.75 12" (N) EXISTING 30' NV OUT: 723.39 12" (W) EASEMENT 30 / / EX 36" SS / 'EX -_36' S SS TYP � 7'�0 - - - PROPOSED 42 � � x ' � " S SANITARY WER 178.29 LF 42 EXISTING 20' S64' 46' 25 0W EASEMENT / N 730 STA 1+07'.00 D STA 0 +0 w �,a PROPOSED 6 DIA T TOP MA HOLE ° RIM ELEV = 730.87 SMH ID 7951 REMAIN 725 •_.•• ...� ) ?5 IM- SSMH• 1D MH 965 INV OU722.04 ��• RIM = 731.27 •�� SSMH ID NO. 7949 REMAIN INV IN: 721.89 36" (NE) SOUTH FORK MUDDY CREEK RIM = 731.66 •••- INV IN: 723.02 18" (NE) INV IN: 724.36 36" (NE) - --- 1idV- 1+4:22.65 24 " -(S) R INV OUT: 724.36 36" (SW) IINV OUT: 721.84 36" (SW) -- - -1N ;. 5.6 -- ♦�_ / ZL2 SOUTH MAIN PROPERTIES, LLC. PIN 6833 -50 -3455 CONNECTION DETAIL AT STA 0 +00 (DWG C28) PB257PG 194 PLAN 1 " =201 DESIGNED ASV DRAWN HLF /GWF CHECKED PROJ. ENGR. ASV 4/14 H & S DATE BY APPROVED o��H C A = Q�oF Essloti9�'�y SEAL MZEN AND SAWYER 025221 Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suite 375, Charlotte, Norfh Carolina 28211 W S' 750 740 FEMA 100YR BASE FLOOD ELEVATION SSMH (ID 10. 58469) RIM = 732.98 INV IN: 722.43 36" (NE) INV OUT: 722.43 36" (SW) 730 INV IN:725.50 12' 720 I 1 1 1 1 1 710 C) y O s r oor n ~s r � +� W o U) r-. yr En o0pn � cp Dow n >� N0.ZWO' v�a3�cn XIS ING GRADE 15.00 LF 12' ® 0.00% 30 SSMH ID MH 973 REMO� RIM 731.23 ) INV OUT: 723.62 18" (SW) INV IN:718.70 42' INV OUT:718.70 42' INV OUT-725.50 12' 0 +00 PROFILE HORZ: 1"=40' VERT- I"=4' 0 +50 PROPOSED 42" SANITARY SEWER, SEE DWG C28 NOTES: 1. TIE -IN CONNECTION TO BE COMPLETED ONLY AFTER TESTING AND ACCEPTANCE OF MANHOLES AND PIPING DOWNSTREAM IS COMPLETE. PROVIDE BYPASS PUMPING IF REQUIRED. 2. THE FOLLOWING EXISTING MANHOLES, MH ID 965, 7949, AND 7951 (TO REMAIN) NEAR STATION 1 +00, CUT AND REMOVE PIPE, BULKHEAD, AND SEAL MANHOLE CONNECTION WITH NON- SHRINK GROUT, APPLY BITUMINOUS COATING TO OUTSIDE SURFACE, AND RESHAPE BENCHES AS REQUIRED. 3. ONCE ALL SANITARY SEWER PIP AND MANHOLES HAVE BEEN INSTALLED, TESTED, APPROVED, AND READY TO USE, THE CONTRACTOR WILL BE PERMITTED TO TIE INTO FIDDLERS CREEK LINE. QEX 18" SS j E I STI N G 20' I (REMOVE) E SEMENT ' / i r / i bI / EX 36" SS SSMH ID MH 973 15.00 LF 12' I RIM = 731.23 / S25' 37' 09 0E N I INV IN: 723.78 18" /(NE) j INV OUT: 723.62 ,78 (S/VJ) STA 2 +85.2 /STAr/ +15.00 PROPOSED 6' DI LAT T MANHOLE--N Cl' RIM ELEV 744 7 CORE E 1NG MANHOLE FO PROPOSED FLEXIBL BOOT CONNECTION ETAIL VII- 15/D10 \\ 0 SSMH ID N0. 58469 RIM = 732.98 INV IN: 722.43 35 % n / INV OUT: 722.4, EX 18" SS PROPOSED (REMOVE) . -- SEWER 61.84 LF 42" EX 36" SS S63' 59' 162W 20' % CHECK DAMS; TYP. 0227029 EXISTIN 30 EASEME T CONNECTION DETAIL AT STA 2 +85.29 (DWG C28) Winston -Salem • Forsyth County 1 /County Utilities Water • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM I"=20 NORTH FIDDLERS CREEK OUTFALL PLAN AND PROFILE CONNECTION DETAILS 40 20 0 40' 1'= 40' -0' THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW MEASURES ONE H & S JOB NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 2 C38 SHEET OF ►i LIJ !Y !Y 0 a J LU IZ \ \ \ \ \ \ \ \ \ 1 J C� N REMOVE \ N H ID 966) REMOVE 10 LF EX 12" VCP 750 INV IN: 727.05 12' INV OUT: 724.73 42' INV OUT: 727.05 12" 720 750 NOTES: STA 0 +00.00 00 0 Q N co M �p 1. PROPOSED MANHOLE (25 +78) SHALL BE INSTALLED TO ALLOW 12" SEWER FROM CORN PRODUCTS TO FLOW THROUGH AND INTO EXISTING SSMH ID 7963. PROPOSED 42" SEWER IN AND OUT TO BE TEMPORALLY PLUGGED. PROPOSED 6' DIA FLAT TOP MH W/ FLEXIBLE BOOT CONNECTORS RIM ELEV = 734.02 SEE DETAIL 6/D6 00 n j N II Q W W W 0 FEMA 100YR BASE FLOOD ELEVATION VNT E EV= 741.91 Q �W N 740 740 STA 0 +00.00 SSMH (ID NO. 7693) RIM = 734.02 INV IN: 725,12 36" (E) INV OUT: 725.00 36" (W) N...„bill■ EEMEM1010NI � � •M 734 INV IN:726.92 12' INV IN:724.73 42' 720 710 EX 12" SS REPLACE UP TO 20LF OF EXISTING 12" SS WITH 12" DIP W/ P401 @ 0.80% 1 =20' DESIGNED ASV DRAWN HLF /GWF CHECKED PROJ. ENGR. ASV 1 REGULATORY APPROVAL 4/14 H & S NO. ISSUED FOR DATE BY APPROVED 0 +00 0 +60 PROFILE HORZ: 1''=40' VERT: 1"=4' RIM = 734.22 INV IN: 726.50 12" (E) INV OUT; 726,02 18" (W) STA 0 +00_ 1 \ \ PROPOSED 42" SANITARY SEWER, SEE DWG C30 362.74 LF 42 S79' 28 44 OW C 0 CORN PRODUCTS INTERNATIONAL, INC. PIN 6833 -62 -5631 P/N 6833 -61 -9702 DB 1981 PC 3233 z STA 25 +78.28/STA 0 +15.78 PROPOSED 6' DIA FLAT TOP MANHOLE RIM ELEV = 733.96 (SEE NOTE 1) 35' TCE (LOC) PROPOSED 6' DIA FLAT TOP MANHOL 1 j L) RIM ELEV = 734.02 SSMH (ID NO, 7963 (REMOVE & REPLACE X ` S 07' 43 11 " W SS \ 2 RIM= 734.02 S 3.70' INV IN: 726.92 12" (N) INV IN: 725.12 36" (E) \ N INV OUT: 725.00 36" (W) ° EX 12" SS (SEE NOTE 1) \ REPLACE UP TO 20LF OF ° \ EXISTING 12" SS WITH ° \ 12" DIP W/ P401 @ 0.80% 352.64 LF 42" S79' 30' 42"W 15.78 LF 12 \ S7' 43' 118W \° `° �o \PROPOSED 12" SANITARY ° SEWER ° EXISTING 30' \ p 4 W X \ EASEMENT PROPOSED 10' HUBBARD REALTY OF WINSTON- SALEM, INC. ERMANENT EASEMENT RAMEY PROPERTIES, LLC ° \ PIN 6833- 71-4153 \\ DB 2552 PC 3351 \ \ \ \\ \ PB 42, PC 38 CONNECTION DETAIL AT STA 25 +78.23 (DWG C30) PLAN 1 =20' CAY �SSIG�9�� SEAL MZEN AND SAWYER 025221 Environmental Engineers & Scientists �7i FNGINE�� 4944 Parkway Plaza Blvd, Suite 375, Charlotte, Norfh Carolina 28211 S, \ P SSMH (ID MH 994 RIM = 744.31 INV OUT: 729.36 12" (S) A-q THE SHADOW GROUP, LLC PIN 6843 -03 -3446 DB 2148 PG 859 307.57 LF 42' RIM = 743.33 S45' 44' 44 "W INV OUT: 737.23 21" (S) STA 66 +20.00 PROPOSED 6' DIA FLAT TOP MANHOLE RIM ELEV = 741.89 _ _ _ _ _ _ PROPOSED 30" f SANITARY SEWER, / I 20.00 LF 30 SEE NOTE 1 S45' 44' 44'W PROPOSED 10' _ 0� PERMANENT EASEMENT - -- 20' TCE (LOC)' EXISTING 30' IEASEMENT I x'17 + RESTRAINED - - PLUG PROPOSED 36" SANITARY SEWER L_ SS_ EX 36 IS SS ss- cc E>(-30" SS SSA EXIST ESMT (LOC) SILT FENCE, TYP. 0227000 SSMH ID NO. 7977 RIM = 741.63 EXISTING 30 INV IN: 730.01 30" (NE) , INV IN: 737.02 21" N + � \ EASEMENT \ � ( ) / INV OUT: 729.63 36" (SW) SSMH ID NO. 7976 RIM = 742.37 \ + INV IN: 729.53 36" (NE) A INV IN: 729.99 30" (SE) INV OUT: 729.43 36" (SW) CONNECTION DETAIL AT STA 66 +20 (DWG C34) PLAN Winston -Salem • Forsyth County County Utilities Water • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM I 1 =20 1'= 40' -O' NORTH FIDDLERS CREEK OUTFALL PLAN AND PROFILE CONNECTION DETAIL THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 2 C39 SHEET OF 1f 0 Q w 01� INV IN: 727.05 12' INV OUT: 724.73 42' INV OUT: 727.05 12" 720 -71 n 1 =20' DESIGNED ASV DRAWN HLF /GWF CHECKED PROJ. ENGR. ASV 1 REGULATORY APPROVAL 4/14 H & S NO. ISSUED FOR DATE BY APPROVED 0 +00 0 +60 PROFILE HORZ: 1''=40' VERT: 1"=4' RIM = 734.22 INV IN: 726.50 12" (E) INV OUT; 726,02 18" (W) STA 0 +00_ 1 \ \ PROPOSED 42" SANITARY SEWER, SEE DWG C30 362.74 LF 42 S79' 28 44 OW C 0 CORN PRODUCTS INTERNATIONAL, INC. PIN 6833 -62 -5631 P/N 6833 -61 -9702 DB 1981 PC 3233 z STA 25 +78.28/STA 0 +15.78 PROPOSED 6' DIA FLAT TOP MANHOLE RIM ELEV = 733.96 (SEE NOTE 1) 35' TCE (LOC) PROPOSED 6' DIA FLAT TOP MANHOL 1 j L) RIM ELEV = 734.02 SSMH (ID NO, 7963 (REMOVE & REPLACE X ` S 07' 43 11 " W SS \ 2 RIM= 734.02 S 3.70' INV IN: 726.92 12" (N) INV IN: 725.12 36" (E) \ N INV OUT: 725.00 36" (W) ° EX 12" SS (SEE NOTE 1) \ REPLACE UP TO 20LF OF ° \ EXISTING 12" SS WITH ° \ 12" DIP W/ P401 @ 0.80% 352.64 LF 42" S79' 30' 42"W 15.78 LF 12 \ S7' 43' 118W \° `° �o \PROPOSED 12" SANITARY ° SEWER ° EXISTING 30' \ p 4 W X \ EASEMENT PROPOSED 10' HUBBARD REALTY OF WINSTON- SALEM, INC. ERMANENT EASEMENT RAMEY PROPERTIES, LLC ° \ PIN 6833- 71-4153 \\ DB 2552 PC 3351 \ \ \ \\ \ PB 42, PC 38 CONNECTION DETAIL AT STA 25 +78.23 (DWG C30) PLAN 1 =20' CAY �SSIG�9�� SEAL MZEN AND SAWYER 025221 Environmental Engineers & Scientists �7i FNGINE�� 4944 Parkway Plaza Blvd, Suite 375, Charlotte, Norfh Carolina 28211 S, \ P SSMH (ID MH 994 RIM = 744.31 INV OUT: 729.36 12" (S) A-q THE SHADOW GROUP, LLC PIN 6843 -03 -3446 DB 2148 PG 859 307.57 LF 42' RIM = 743.33 S45' 44' 44 "W INV OUT: 737.23 21" (S) STA 66 +20.00 PROPOSED 6' DIA FLAT TOP MANHOLE RIM ELEV = 741.89 _ _ _ _ _ _ PROPOSED 30" f SANITARY SEWER, / I 20.00 LF 30 SEE NOTE 1 S45' 44' 44'W PROPOSED 10' _ 0� PERMANENT EASEMENT - -- 20' TCE (LOC)' EXISTING 30' IEASEMENT I x'17 + RESTRAINED - - PLUG PROPOSED 36" SANITARY SEWER L_ SS_ EX 36 IS SS ss- cc E>(-30" SS SSA EXIST ESMT (LOC) SILT FENCE, TYP. 0227000 SSMH ID NO. 7977 RIM = 741.63 EXISTING 30 INV IN: 730.01 30" (NE) , INV IN: 737.02 21" N + � \ EASEMENT \ � ( ) / INV OUT: 729.63 36" (SW) SSMH ID NO. 7976 RIM = 742.37 \ + INV IN: 729.53 36" (NE) A INV IN: 729.99 30" (SE) INV OUT: 729.43 36" (SW) CONNECTION DETAIL AT STA 66 +20 (DWG C34) PLAN Winston -Salem • Forsyth County County Utilities Water • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM I 1 =20 1'= 40' -O' NORTH FIDDLERS CREEK OUTFALL PLAN AND PROFILE CONNECTION DETAIL THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 2 C39 SHEET OF 1f 0 Q w 01� 3 SEE DET 1 /C SEE DET 2/C EX 36" SS, INV 729.43± CUT AND REP PORTION OF SEE NOTE 2 EL 742.00 MIC COATING, SEE NOTE 3 TOP OF WEIR, EL 730.42 — EX 36" SS INV EL 729.43± EL 728.50 BOTTOM PLAN 3/8" — 1' -0" #5@8", EW CENTERED IN SLAB d - 8" VENT W/ SST INSECT SCREEN, EL 749.60 (FACE OF FLANGE AT INSECT SCREEN) SEE DETAIL 1/D4 36 "x3611 HALLIDAY F1R3636 OR EQUAL AL ACCESS DOOR, SEE NOTE 4 EX GRADE, EL 741.00± #5 @811, TYP #5 @811, TYP 2 STRIPS EXPANDING WATERSTOP CONT AROUND PIPE, SEE 0325303, TYP OR FLEXIBLE BOOT CONNECTOR CAST INTO STRUCTURE. 45 DWLS @ 811, TYP ~ ADD'L E -W REINF PER 033 BEA 30 OR SEE i N 0 i 0 i 36" OR SEE 2' -6" 71_011 36 "06" HALI OR EQUAL Al. SEE NOTE 4 EL 742.00 #5 DWLS @ E EX 36° SS INV EL 729, EL 728.50 TOP PLAN 3/8" — V -0" VENT W/ SST INSECT CREEN, EL 749.60 =ACE OF FLANGE AT JSECT SCREEN) EE DETAIL 1 /D4 i LO co i 0 30"x30° HALLIDAY F1 R3030 OR EQUAL AL ACCESS DOOR, SEE NOTE 4 TOP OF WEIR, EL 730.42 WALL PIPE W INTEGRAL WS PER PIPE MANUFACTURER RECOMMENDATIONS CLASS B CONCRETE FILL EX 36" SS INV EL 729.43± co N DETAIL 1 3/411 = 11 -011 C40 4- #5 DWLS, TERMINATE WITH 90' HOOKS INTO BOTTOM SLAB #3 CLOSED TIES @ 8'1 ''3 WALL TIES @ 8" DETAIL 2 - #5 BARS IN DDITIONAL TO REGULAR TALL REINF. SPLICE IITH DWLS W /90- HOOKS ITO BOTTOM SLAB EGULAR HQRIZ AND ERT WALL REINF ivOT SHOWN AB REINF NOT OWN CLOSED IRRUPS @ 8" #5 BARS T & B, E NOTE 6 NOTES: 1 REFER TO SPECIFICATION SECTION 01520 FOR SEQUENCE OF CONSTRUCTION. 2 PIPE INSIDE BOX SHALL BE CUT OUT AND REMOVED DURING NORMAL FLOW CONDITIONS. ENGINEER ANTICIPATES WIRE — CUTTING WILL BE REQUIRED, OTHER METHODS SHALL BE CONSIDERED AND SUBMITTED FOR REVIEW. 3 ENTIRE SURFACE OF INTERIOR WALLS, TOP OF BOTTOM SLAB, WEIR WALLS, PEDESTAL, BOTTOM OF TOP SLAB AND BEAM SHALL BE COATED WITH MICROBIOLOGICALLY INFLUENCED CORROSION (MIC) COATING PER SPECIFICATION SECTION 09800. 4 ACCESS DOOR SHALL BE TYPE 'F1 R" BY HALLIDAY PRODUCTS INC. (OR APPROVED EQUAL) AND SHALL BE LOCKABLE AND EQUIPPED WITH A PERMANENTLY INSTALLED FALL THROUGH PREVENTION GRATE SYSTEM THAT PROVIDES CONTINUOUS SAFETY ASSURANCE IN BOTH ITS CLOSED AND OPEN POSITIONS. THE GRATE SYSTEM SHALL BE MADE WITH 6061 —T6 ALUMINUM OR FRP AND BE DESIGNED FOR A 300 PSF MINIMUM LIVE LOAD. CONTRACTOR SHALL PREPARE CONCRETE AT THE DOOR MOUNTING LOCATION FOR A WATERTIGHT CONNECTION. PROVIDE 1/4" NEOPRENE GASKET BETWEEN DOOR FRAME AND CONCRETE. 5 THE CONCRETE FILL IS REQUIRED AS BALLAST TO RESIST FLOTATION IN A FLOOD EVENT. 6 PROVIDE 8" MINIMUM SEAT (FULL HEIGHT AND WIDTH OF BEAM) IN WALL FOR BEAM BEARING. WALL REINFORCEMENT SHALL NOT BE INTERRUPTED THROUGH BLOCKOUT. 7 TOP LONGITUDINAL REINFORCING BARS IN BEAM SHALL TERMINATE AT WALLS IN 90' HOOKS AND SHALL BE PERMITTED TO SPLICE AT MIDSPAN OF BEAM. BOTTOM LONGITUDINAL REINFORCING BARS IN BEAM SHALL BE CONTINUOUS. 8 ALL OPENINGS IN WALLS AND SLABS SHALL HAVE ADDITIONAL REINFORCING PROVIDED PER 0331703. 9 UPON CONFIRMATION THAT CONCRETE BELOW ELEVATION 741.33 HAD ACHIEVED 4500 PSI DESIGN STRENGTH, STRUCTURE MAY BE BACKFILLED. G�fi6 aF� O�6 O}� #5 @8" #5 @8" 8 MIN COMPACTED STONE #50811 #5 @8" 8 MIN COMPACTED STONE SEE 6" 0 1 2' SUBGRADE PREPARED PER SUBGRADE PREPARED PER NOTE 7 SPECIFICATIONS SPECIFICATIONS 3/4 " =1' -0" SECTION A 3/8" 11-011 C40 DESIGNED_ DRAWN CHECKED — PROJ. ENGR. 1 1 REGULATORY APPROVAL 4/14 H & S N0, ISSUED FOR DATE BY APPROVED ASV H LF /G WF ASV 3�e\ H C A � WS.� SECTION B 3/8" 1'-01' C40 MZEN AND SAMER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suite 375, Charlotte, North Carolina 28211 Winston -Salem ■ Forsyth County i /County Utilities Water • Sewer Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM DETAIL 3 3/4" = 1' -0" C40 NORTH FIDDLERS CREEK OUTFALL DIVERSION BOX STRUCTURE AT STA 66 +20 PLANS AND SECTIONS 12" 0 1 2 4' 3/8" =1' -0" THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 2 C40 SHEET OF ►i W Cc Cc 0 a J C) W W NON — FEROUS PIPE 0222101 'ED BACKFILL ROCK TONE W DUCTILE IRON PIPE 0222102 NO. 57 STONE OR FLOWABLE FILL 6' PIPE 6" FULL TRENCH WIDTH (NO O.D. ENCASEMENT REQUIRED FOR SPACE GREATER THAN 12 ") PROPOSED P EXIST PIPELINE PIPE o _ . o 6.. MIN a 6" MIN F. =° 12" MAX 12 MAX EXIST ::�: �::_: PROPOSED PIPE PIPELINE 0 12" 1" THICK COMPRESSIBLE MIN JOINT FILLER MATERIAL PROPOSED PIPELINE OVER EXIST PIPE PROPOSED PIPELINE UNDER EXIST PIPE 0222118 DESIGNED ASV DRAWN HLF /GWF CHECKED PROJ. ENGR. ASV 1 1 REGULATORY APPROVAL 1 4/14 1 H & S N0. I ISSUED FOR I DATE I BY APPROVED W -ED BACKFILL COMPACTED BACKFILL 3ACKFI LL NO MATERIAL THAN 2 ") �/, --:� : \� STONE — 1/8 PIPE DIN PIPE (MIN. 6 ") TO PIPE MIDPOINT CLASS B CONCRETE C A R�\ S S /o�9r � SEAS 025221 �ifi FNGINEF -� �, \Fw S, CONCRETE ENCASEMENT 0222104 CONCRETE CAP 0222128 ORIGINAL GRADE CLASS B CONCRETE 6' MIN ALL AROUND PIPE PROPOSED PIPE CRUSHED N SANDBAGS ABANDONEE COMPLETEL' PEA GRAVEI AGGREGATE SLURRY PIPE BEDDING CLASS B CONIC SELECT BACKFILL MATERIAL (NO MATERIAL LARGER THAN 2 ") CONCRETE ARCH 0222105 APPROVED FERNCO TYPE COUPLING WITH SS BANDS AND SHEAR GUARD EXISTING VTP, CAST IRON, PLASTIC, DIP, OR ACP SEWER , 1/2 PIPE DIA. D D >D 12 ° S -O" (MIN.) 7 UNDISTURBED EARTH SANITARY SEWER CONNECTION DETAIL NOT TO SCALE PROPOSED DIP SEWER W/ P401 TRENCH EXCAVATION LIMITS INTERNAL DIAMETER OF PIPE W WIDTH OF TRENCH MAX W =MIN 4" -6" 3' -9" 2' -0" 11 8 —10 1 3 —9 1 111 2-2 12" 3' -9" O.D. +2' 14 " -16" 4' -2" O.D. +2' 18" 4' -4" O.D. +2' 20'.21' 4' -8" O.D. +2' 24" 4' -11" O.D. +2' 27" 5' -9" 0.0. +2' 30" 6' -7' O.D. +2' 36" 7' -4" O.D. +2' 42 11 8' -2' O.D. +2' 48" 8' -9" O.D. +2' 54" 9' -4" O.D. +2' 60" 9' -10" O.D. +2' 72" 11' -0" O.D. +2' 78" 11' -8" O.D. +2' 84" 12' -0" O.D. +2' 90" 12' -6" O.D. +2' 96" 13' -0" O.D. +2' 108° 14' -0" O.D. +2' DEPTH OF CUT S MAXIMUM PAVEMENT REPLACEMENT WIDTH 0 -6' S =W +4' >6 -8' S =W +8' >8 -10' S =W +12' >10 -12' S =W +16' >12 -14' S =W +20' >14 -16' S =W +24' >16 -18' S =W +28' >18' S =W +32' W = TRENCH WIDTH AT BOTTOM OF PIPE. TRENCH SIDE SLOPES SHALL BE IN ACCORDANCE WITH OSHA REQUIREMENTS. PIPE BEDDING MATERIAL POURED CONCRETE (MIN. 2,500 PSI MIN.) SUPPORT CRADLE, 6" WIDER THAN PIPE O.D. ON EACH SIDE 'Mr" ^r^ SHALL BE 0 FINAL GRADE MANHOLE ABANDONMENT DETAIL NOT TO SCALE MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suite 375, Charlotte, Norfh Carolina 28211 D COVER TO -D AND TO OWNER Cn WITH NO. 2 °w RUN STONE v x w I 0 z fn w w = r Q o > w cn O D PIPE TO BE Y FILLED WITH -L OR A FINE --CONCRETE VI �� 1 -1/2" HOLES VVinston -Salem Forsyth County 1 'County Utilities CWater • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM NOTES: 1. CONCRETE THRUST BLOCKS, ARCHES, ENCASEMENTS, FLOWABLE FILL, ETC. SHALL BE FORMED USING PLYWOOD OR SANDBAGS TO PROVIDE REO'D SHAPE. REDUCER SECTION b = z 2014 0 :.� STAINLESS STEEL FASTENERS INCH LONG ON v UTILIZING w CKS AND cn ;ANDBAGS, z �L PLUG, OR SHEET EQUAL MIN 1L D PIPE TO BE Y FILLED WITH -L OR A FINE --CONCRETE VI �� 1 -1/2" HOLES VVinston -Salem Forsyth County 1 'County Utilities CWater • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM NOTES: 1. CONCRETE THRUST BLOCKS, ARCHES, ENCASEMENTS, FLOWABLE FILL, ETC. SHALL BE FORMED USING PLYWOOD OR SANDBAGS TO PROVIDE REO'D SHAPE. REDUCER SECTION b = DATE OCTOBER 2014 INSIDE DROP BOWL SECURED WITH :.� STAINLESS STEEL FASTENERS INCH LONG ON CONTRACT (RELIN /DURAN, INC OR THE ORIGINAL a FAfj APPROVED EQUAL) ' 31 -0' Ono SHEET MANHOLE WALL MIN 1L WATER TIGHT RUBBER BOOT SANITARY SEWER EXTERNAL PIPE COUPLING o! STAINLESS STEEL PIPE BRACKET ANCHORED TO STRUCTURE WITH TWO (2) PVC VERTICAL DROP PIPE STAINLESS BOLTS ONE SIZE SMALLER THAN (4' INTERVALS, MINMUM 2) SEWER ENTERING THE MANHOLE (8" MIN.) COLUPLING (AS NECESSARY) SANITARY SEWER 90 . SWEEPING ELBOW OR (2) 45' BENDS . ANGLED DOWNSTREAM - D Lje CONC. BENCH NOTES: 1. A DROP PIPE SHALL BE PROVIDED FOR A SEWER ENTERING A MNAHOLE AT AN ELEVATION OF 24 INCHES OR MORE ABOVE THE MANHOLE INVERT. ONLY INSIDE DROP ASSEMBLIES WILL BE ALLOWED. 2. PLAN VIEW VARIES INSIDE DROP PIPE DETAIL NOT TO SCALE i / oQ �� / �v p/ /<),/ PLAN VIEW 3/811 — 11 -011 UNTRAVELED TRAVELED 6'0 PRECAST CONCRETE MANHOLE W/ FLAT TOP AND 36 "0 OPENING SOLID SLEEVE COUPLING, TYP 16 "0 CLASS 250 DIP W/ P401 FORCE MAIN U IN UIJ IUI -- EARTH 6'0 PRECAST CONCRETE MANHOLE W/ FLAT TOP AND 36 "0 OPENING 2" STAINLESS STEEL BALL VALVE, FULL PORT, NPT 16 °X16 "X6" FLANGED TEE W/ P401 AND BLIND FLANGE TAPPED FOR 2" NPT 16 "0 CLASS 52 FL X PE SPOOL SOLID SLEEVE COUPLING, TYP 16 "0 CLASS 250 DIP W/ P401 FORCE MAIN IZ- VIl1 lIrLIN IIIIVG 11111 SUMP /DRAIN AUTOMATIC AIR RELEASE VALVE DETAIL 3/811 = 11 -011 MISCELLANEOUS STANDARD DETAILS THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW MEASURES ONE H & S JOB NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER FAfj DRAWING. r2 Ono SHEET OF PLAN VIEW 3/811 — 11 -011 UNTRAVELED TRAVELED 6'0 PRECAST CONCRETE MANHOLE W/ FLAT TOP AND 36 "0 OPENING SOLID SLEEVE COUPLING, TYP 16 "0 CLASS 250 DIP W/ P401 FORCE MAIN U IN UIJ IUI -- EARTH 6'0 PRECAST CONCRETE MANHOLE W/ FLAT TOP AND 36 "0 OPENING 2" STAINLESS STEEL BALL VALVE, FULL PORT, NPT 16 °X16 "X6" FLANGED TEE W/ P401 AND BLIND FLANGE TAPPED FOR 2" NPT 16 "0 CLASS 52 FL X PE SPOOL SOLID SLEEVE COUPLING, TYP 16 "0 CLASS 250 DIP W/ P401 FORCE MAIN IZ- VIl1 lIrLIN IIIIVG 11111 SUMP /DRAIN AUTOMATIC AIR RELEASE VALVE DETAIL 3/811 = 11 -011 MISCELLANEOUS STANDARD DETAILS THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW MEASURES ONE H & S JOB NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 &2 D1 SHEET OF ME- W W M 0 Q w SEDIM TOP OF BERM PLAN GRAVEL AND RIP RAP FILTER BERM BASIN WIRE SCREEN, TYP GRAVEL FILTER, TYP 1' -6" MIN N z 2:1 OR FLATTER (TYP ALL AROUND) CLASS I RIP RAP MAINTENANCE REQUIREMENTS: 1. INSPECT RIP RAP OUTLET STRUCTURES WEEKLY AND AFTER EVERY RAINFALL PRODUCING 4 INCH OR MORE OF RAIN. 2. VISUALLY INSPECT FOR SIGNS OF EROSION AROUND OR BELOW THE RIP RAP AND IF ANY STONES HAVE BEEN DISPLACED. MAKE ANY NECESSARY REPAIRS IMMEDIATELY. FLOOD STORAGE ZONE 1' 2' -0' RIP RAP HEADWALL 1 ' -6" 11-6 SEDIMENT SEDIMENT STORAGE ZONE " 1' -611 - -- -- - - - - -- - MAXIMUM SEDIMENT DEPTH (CLEAN OUT LEVEL) #57 WASHED STONE 1' THICK x 3' HIGH (MIN.) , , z,.-- ____ __-_ CARRY CLASS B STONE UP SIDES OF SPILLWAY 0227016 CONCRETE BLOCK, TYP F-1 F-1 F-1 F-1 YARD INLET EROSION CONTROL 0227001 12' 41 -0" MIN MIN PIPE INVERT CLASS I RIP RAP #57 WASHED STONE TYPE II SEPARATOR GEOTEXTILE SECTION GRAVEL AND RIP RAP FILTER BERM BASIN 12' MIN �I I� �I I� hI�I LWJ 3' -0' MAX GRASS LINED CHANNEL (PERMANENT) ROLLED EROSION CONTROL MAT (RECM) RECM (TEMPORARY) N 3 3 TEMPORARY TURF REINFORCEMENT MAT (TRM) GRASS LINED CHANNEL (PERMANENT) TRM (PERMANENT) 3 3 PERMANENT STEEL POST 1/2" MESH HARDWARE, #5 WASHED GRADE LINE ET MINIMUM LING IH PERMANENT TYPICAL DITCH DETAIL SEE DETAIL 0227014 FOR INSTALLATION DETAIL 0227011 STONE LINING i irr_ ii vr'OTEXTILE SEPARATOR Xy z PIPELINE 0 18 (DIAMETER VARIES) Uj M I CLASS B CONCRETE TRENCH WIDTH 6" MIN INTO VARIES UNDISTURBED EARTH ALL SIDES SECTION TRENCH WALL CLASS B CONCRETE 12" STABILIZATION PLAN STONE, TYP NOTE: ANTI —SEEP COLLAR TO BE INSTALLED FLUSH WITH UNDISTURBED TRENCH SIDEWALLS. ADDITIONAL CONCRETE MAY BE NECESSARY BASED ON ACTUAL TRENCHWORK AT NO ADDITIONAL COST TO THE OWNER. ANTI- SEEPAGE COLLAR 0260113 z FORM BERM WITH o EXCAVATED MATERIAL I `N EXISTING GRADE 2 2 2 7 7 o Z N TEMPORARY DIVERSION SWALE 0227009 TOP ELEVATION OF STORMWATER #57 WASHED STONE 18" MI STONE FILTER STONE FILTER ELEVATION SECTION _____________ ___ _______________________________ Q F40w 2 MAX 2 MAX w �i � 0227008 w 1 1 a Ln NOTE: CLEAN BASIN WHEN 1/2 FULL 11 2 MAX CARRY CLASS B STONE UP SIDES OF SPILLWAY - WEIR LENGTH (4' -0" MIN) 18' MIN (3' -0' MIN) SECTION THRU BERM AND FILTER NOT TO SCALE 1 REGULATORY APPROVAL NO. ISSUED FOR LENGTH (SEE SEDIMENT BASIN DAT SECTION THRU BASIN AND FILTER NOT TO SCALE 21" MIN —CLASS B EROSION CONTROL STONE #57 WASHED STONE TYPE II SEPARATOR GEOTEX11LE TEMPORARY SEDIMENT BASIN 0227004 DESIGNED ASV DRAWN HLF /GWF CHECKED PROJ. ENGR. ASV 4/14 H & S DATE BY APPROVED CLASS B EROSION \ \ CONTROL STONE TYPE II SEPARATOR GEOTEXTILE PERSPECTIVE VIEW NOT TO SCALE 51 -0' MAX SEDIMENT BASIN DATA BASIN NUMBER BASIN WIDTH (FT) BASIN LENGTH (FT) BASIN DEPTH (FT) WEIR LENGTH (FT) A CONTRACT DRAWING THE ORIGINAL NUMBER B DRAWING. 1 &2 D2 SHEET C D E F G H 0227007 CURB INLET 1111 \L JVI \LLI\ RUNOFF WATE W /SEDIMENT WIRE SCREEN 2x4 WOOD STI,u., CURB INLET SEDIMENT CONTROL 0227002 TIV/ 11 I'1J11LV JIVI \L VVI \VI \V IL IJLV VI\ WATER C A RO � r2 Q�oF�SS, � AND SEAS E N 025221 Environmental Engineers & Scientists �7i FNGI NE�� 4944 Parkway Plaza Blvd, Suite 375, Charlotte, North Carolina 28211 O�Fw S, _ET Winston -Salem Forsyth County Ci County Utilities Water • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM cn,0� z' KAINI 104 00 DOO 00 F��ly Q�P�S CROSS SECTION YARD INLET SEDIMENT CONTROL 0227006 MISCELLANEOUS STANDARD DETAILS THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW MEASURES ONE H & S JOB NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 &2 D2 SHEET OF LU W 0 Q W 3 STRANDS OF BARBED WIRE- 3 I p � I FINISH GRADE II � II I I � II u � 16" 1 REGULATORY APPROVAL NO. ISSUED FOR DESIGN OF SPILLWAYS DRAINAGE AREA WEIR LENGTHt (ACRES) (FT) 1 4.0 2 5.0 3 8.0 4 10.0 5 12.0 t DIMENSIONS SHOWN ARE MINIMUM BRACE TYP CORNER POST CONCRETE EXISTING SLOPES VARIES z n�. X TRUSS ROD II I II M I II u M 12' CORNER /LINE DESIGNED ASV DRAWN HLF /GWF CHECKED PROJ. ENGR. ASV 4/14 H & S DATE BY APPROVED 10' —(�' TYP 7 GAUGE TENSION WIRE-7 TYP LINE POST CONCRETE TOP ELEVATION OF STORMWATER #57 WASHED STONE EXISTING SLOPE KEYED RIP RAP #57 WASHED STONE JCC N V I C L THIS DETAIL CHECK DAM 0227029 TOP RAIL i II �Yr I I I I M II U CHAIN LINK FENCE 0244400 1 MAX w CLASS 1 RIP —RAP VARIES SIDE VIEW 6' -12' FILTER FABRIC NOTES: HEIGHT & WIDTH DETERMINED BY EXISTING TOPOGRAPHY AND SEDIMENT STORAGE REQUIRED. KEY RIP RAP INTO THE DAM FOR STABILIZATION. EXISTING SLOPE STEP SEQUENCE AS SHOWN ON SITE PLANS ROADWAY GATE OPENING SEE NOTE 1, THIS DETAIL BRACE TRUSS ROD BOTTOM RAIL - TYP GATE POST TOP R At L 41-01 PERSONNEL GATE BOTTOM RAIL PROPOSED SANITARY WELDED ST[ CASING PIPI CASING SPF W/ RISERS CASING PIPE, SEE SPECIFICATIONS FOR MATERIAL REQUIREMENTS CARRIER PIPE CASING SPACER MIN. THREE PER PIPE LENGTH ANNULAR SPACE BETWEEN CASING PIPE AND CARRIER PIPE SHALL BE FILLED WITH GROUT. (NCDOT R/W ONLY) PRESSURE GROUT SPACE BETWEEN CASING PIPE AND SOIL EVERY 10 LF FOR CASINGS 36 "0 AND LARGER. PLUG GROUT HOLES PRIOR TO CARRIER INSTALLATION. (NCDOT R/W ONLY) c I d — CONCRETE I� �CONCRETE� TYP GATE POST ROADWAY GATE PERSONNEL GATE NOTES: 1. PROVIDE LATCHING DEVICES TO HOLD GATES IN OPEN POSITION. 2. IF ROCK IS ENCOUNTERED WHEN SETTING POSTS, DRILL HOLES 4 INCHES LARGER IN DIAMETER THAN POSTS AND BACKFILL TO GRADE WITH CLASS 'B' CONCRETE. CAR07%sN S SI SEAS 025221 ENGINE" -� \Fw S, MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suite 375, Charlotte, North Carolina 28211 A325 BOLTS PER MANUF. 1 " CLEARANCE UHMW POLYETHELENE RUNNERS TYP. NOTES: 1, USE THREE CASING SPACERS PER PIPE LENGTH. 2. CASING SUPPORT AND SPACERS TO BE MANUFACTURED. INSTALL PER MANUFACTURER'S SPECIFICATIONS. PIPE ALIGNMENT GUIDE 0232200 8" BRICK AND MORTAR BULKHEAD AT EACH END OF CASING PIPE TYPICAL CASING FOR JACK AND BORE 0232202 6 6' BOLLARD TYPE 1 TOP FOR IVE WATER RUNOFF .CH 40 STEEL PIPE } WITH CONCRETE 'AINTED PER SPECS kNT S 'B' CONCRETE SEMENT w o I 4 � Cn N 4' MIN. NO. 57 STONE BEDDING NOTE: PROVIDE EXTERNAL POLYWRAP ON ALL PIPING INSTALLED IN CASING PIPE. POLYWRAP TO BE CONTINUOUS SEALED SYSTEM BETWEEN BRICK BULKHEADS. SLOPE TOP FOR POSITIVE WATER RUNOFF 6 "0 SCH 40 STEEL PIPE FILLED WITH CONCRETE AND PAINTED PER SPECS EDGE OF CONC SLAB OR T < >r STEM WALL o z 2 LAYERS Ll i / u Ll u Ilk — CONCRETE I� �CONCRETE� TYP GATE POST ROADWAY GATE PERSONNEL GATE NOTES: 1. PROVIDE LATCHING DEVICES TO HOLD GATES IN OPEN POSITION. 2. IF ROCK IS ENCOUNTERED WHEN SETTING POSTS, DRILL HOLES 4 INCHES LARGER IN DIAMETER THAN POSTS AND BACKFILL TO GRADE WITH CLASS 'B' CONCRETE. CAR07%sN S SI SEAS 025221 ENGINE" -� \Fw S, MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suite 375, Charlotte, North Carolina 28211 A325 BOLTS PER MANUF. 1 " CLEARANCE UHMW POLYETHELENE RUNNERS TYP. NOTES: 1, USE THREE CASING SPACERS PER PIPE LENGTH. 2. CASING SUPPORT AND SPACERS TO BE MANUFACTURED. INSTALL PER MANUFACTURER'S SPECIFICATIONS. PIPE ALIGNMENT GUIDE 0232200 8" BRICK AND MORTAR BULKHEAD AT EACH END OF CASING PIPE TYPICAL CASING FOR JACK AND BORE 0232202 6 6' BOLLARD TYPE 1 TOP FOR IVE WATER RUNOFF .CH 40 STEEL PIPE } WITH CONCRETE 'AINTED PER SPECS kNT S 'B' CONCRETE SEMENT w o I 4 � Cn N 4' MIN. NO. 57 STONE BEDDING NOTE: PROVIDE EXTERNAL POLYWRAP ON ALL PIPING INSTALLED IN CASING PIPE. POLYWRAP TO BE CONTINUOUS SEALED SYSTEM BETWEEN BRICK BULKHEADS. SLOPE TOP FOR POSITIVE WATER RUNOFF 6 "0 SCH 40 STEEL PIPE FILLED WITH CONCRETE AND PAINTED PER SPECS EDGE OF CONC SLAB OR NOTE: UNLESS OTHERWISE NOTED ALL BOLLARDS SHALL BE TYPE 1 0245100 Winston -Salem • Forsyth County 1 County Utilities CWater - Sewer " Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM BOLLARD TYPE 2 MISCELLANEOUS STANDARD DETAILS NOTES: 1. CONCRETE THRUST BLOCKS, ARCHES, ENCASEMENTS, FLOWABLE FILL, ETC. SHALL BE FORMED USING PLYWOOD OR SANDBAGS TO PROVIDE REQ'D SHAPE. THE SCALE BAR T < H & S JOB STEM WALL o z 2 LAYERS -e a ° 1/2' JOINT FILLER MATL CONTRACT 30 # FELT THE ORIGINAL NUMBER " - DRAWING. 1 &2 PAPER SHEET OF CLASS 'B' CONCRETE e° ENCASEMENT TOF (n 1/2' JOINT FILLER MATL z w ~°o 8 "0 SCH 40 STEEL PIPE SLEEVE, PAINT PER SPECS, SECTION 9A NOTE: UNLESS OTHERWISE NOTED ALL BOLLARDS SHALL BE TYPE 1 0245100 Winston -Salem • Forsyth County 1 County Utilities CWater - Sewer " Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM BOLLARD TYPE 2 MISCELLANEOUS STANDARD DETAILS NOTES: 1. CONCRETE THRUST BLOCKS, ARCHES, ENCASEMENTS, FLOWABLE FILL, ETC. SHALL BE FORMED USING PLYWOOD OR SANDBAGS TO PROVIDE REQ'D SHAPE. THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 &2 D3 SHEET OF ►i LU W 0 Q w F' B SEE TABLE FOR SIZING SECTION I IL ILI\ I /'1UI \IV UPSTREAM END OF STORM DRAIN 4" EXTERIOR PLYWOOD BURY BOTTOM OF PLYWOOD ENCH PLYWOOD C OUTLET PAD SIZING* PAD # DITCH FLOW (cfs) A (ft) B (ft) C (ft) RIPRAP Dmax (inches) APRON DEPTH (inches) 1 1.34 4 8 10 4 6 NOTES: * OUTLET PAD SHALL BE TO DIMENSIONS SPECIFIED IN THIS TABLE UNLESS OTHERWISE SHOWN ON THE CONTRACT DRAWINGS. MAINTENANCE REQUIREMENTS: 1. INSPECT EVERY WEEK AND AFTER EACH RAINFALL EVENT THAT PRODUCES INCH OR MORE OF RAIN. 2. INSPECT FOR SIGNS OF EROSION AND DISPLACEMENT AROUND AND UNDER RIPRAP. REPLACE AND /OR REPAIR IMMEDIATELY AS NECESSARY. OUTLET PROTECTION FOR CULVERTS 0243301C UPSTREAM END OF STORM DRAIN a� 00 1, �> 4° EXTERIOR PLYWOOD 0 I Try' POST :N WIRE FABRIC NING SIGN SIDE VIEW 31— 4" M i� d- MIN. 10 GAUGE LINE WIRES WARNING SIGN DETAIL STEEL POST TOP STRAND 8'— O'MAX. PLASTIC OR WIRE TIES 1 ASV DRAWN ISO CHECKED 32245 -000 � ■r. APPROVED MEN NUMBER NUMBER DRAWING. III D4 SHEET OF GALV WIRE FABRIC 11=141 W, MIN 9141 lsmasmi 10VA4 ,,., .,.,,J■� MINIMUM �nom►rm . "WAw ►. ❖.��I 1 AND FILTER FABRIC. 1 N INCH 100 0. 1 a re ISBN" INS ► 9 :141104 047 .001 ol- HIGH — TENSILE STRENGTH IIIII POLY— BARRICADE FABRIC (TYP.) IIIII IIIII 'illl NOTE: FOR TREE PROTECTION ONLY FRONT VIEW MIN. 12 GAUGE INTERMEDIATE WIRES (TYP.) GRADE III =11' TU NOTES: 1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL. 2. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE, AND SPACED AS DETAILED. 3. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER. 4. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA. 5. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. 6. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT. TREE PROTECTION FENCE 0227033R FILTER DACROSS �� ' z_ PIPE INLET \/\ \ /\ / \/ \ / \/\ \/ \ /�\ � � - H A R D WAR E x U U U U CLOTH STONE FILTER INLET PROTECTION FOR STORM DRAIN UNDER CONSTRUCTION 0227023 1 1 REGULATORY APPROVAL NO. ISSUED FOR R' —n' MAY 4/14 1 H &S DATE BY DESIGNED ASV DRAWN HLF /GWF CHECKED 32245 -000 PROJ. ENGR. ASV APPROVED THE ORIGINAL NUMBER NUMBER DRAWING. 1 &2 D4 SHEET OF GALV WIRE FABRIC AND FILTER FABRIC. BURY TOE OF FILTER FABRIC A MIN OF 8" U TREE PROTECTION z ' ¢ UPSTREAM END BARRIER FENCE ,L o OF STORM DRAIN WHERE CALLED FOR _ o z o Z ON DRA I r,� w N � I STEEL FENCE N POST TYP. BOTTOM STRAND HARDWARE CLOTH OVERFLOW i —GRADE LINE I I'll FILTER DACROSS �� ' z_ PIPE INLET \/\ \ /\ / \/ \ / \/\ \/ \ /�\ � � - H A R D WAR E x U U U U CLOTH STONE FILTER INLET PROTECTION FOR STORM DRAIN UNDER CONSTRUCTION 0227023 1 1 REGULATORY APPROVAL NO. ISSUED FOR R' —n' MAY 4/14 1 H &S DATE BY DESIGNED ASV DRAWN HLF /GWF CHECKED 32245 -000 PROJ. ENGR. ASV APPROVED THE ORIGINAL STABILIZED OUTLET FOR SILT FENCE 0227024 ��N CARO� OF�SSI041 SEAL 025221 �ifi FNGINEF -� �, \Fw S, 6' -0' MAX g' I � MIN NOTES: ELEVATION SECTION 1. EXTRA STRENGTH FILTER FABRIC (AS APPROVED BY ENGINEER) WITH 6' -0" POST SPACING DOES NOT REQUIRE MESH SUPPORT FENCE. 2. FILTER FABRIC SHALL BE WIRED DIRECTLY TO POST. 3. WHERE DOUBLE SILT FENCE IS CALLED FOR ON DRAWINGS ADD SECOND SILT FENCE TO FACE OF FIRST SILT FENCE AND WIRE DIRECTLY TO POST. MAINTENANCE REQUIREMENTS: 1. INSPECT WEEKLY AND AFTER EACH RAINFALL EVENT THAT PRODUCES 1/2 INCH OR MORE OF RAIN. REMOVE ANY ACCUMULATED SEDIMENT AND /OR WOODY DEBRIS. 2. FILTER FABRIC THAT HAS COLLAPSED, TORN, OR HAS IN ANY WAY HAS BECOME COMPRIMISED SHALL BE REPAIRED OR REPLACED IMMEDIATELY. 3. REMOVE ANY SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND ALSO TO REDUCE PRESSURE ON THE FENCE. AVOID UNDERMINING THE FENCE DURING CLEANOUT. 4. REPLACE FILTER FABRIC THREE (3) MONTHS AFTER INITIAL INSTALLATION AND EVERY THREE (3) MONTHS THEREAFTER UNTIL CONSTRUCTION HAS COMPLETED AND CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED. TEMPORARY SILT FENCE W /TREE PROTECTION BARRIER FENCE 0227000 MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suite 375, Charlotte, North Carolina 28211 Winston -Salem Forsyth County County Utilities CWater - Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM Q �O STAPLES ,o COMPACTED BACKFILL (TYP.) �I 6' OVERLAP -LONGITUDINAL—/ ANCHOR TRENCH ti DITCH FAQ MATTING TTRANSVERSE ANCHOR TRENCH SHALL BE 6" DEEP, NOTE: STAPLES TO BE SPACED AT 3' -0" MAX. IN ALL DIRECTIONS LONGITUDINAL, ANCHOR TRENCH MATTING 3 1F 6" MIN. OVERLAP TYP. EO 1 LINING STAPLES DETAIL RECM AND TRIM INSTALLATION 0227014 MISCELLANEOUS STANDARD DETAILS THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW MEASURES ONE H & S JOB NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 &2 D4 SHEET OF 1i Ir 0 Q w GENERAL GUIDELINES FOR SPACING OF TUBE TRENCHES FOR SLOPE INSTALLATIONS SLOPE GRADIENT TUBE INTERVAL 1H:1V 15 FEET 2H :1V 25 FEET 3H:1V 35 FEET 4H:1V 50 FEET BACKFILL AND COMPACT LOOSE MATERIAL UPSTR OF TUBE 6 OR 8 INCH U- SHAPED WIRE STAPLES PLACED AT ONE FOOT INTERVALS DRIVEN THROUGII OUTER 1 INCH OF TUBE EXCAVATE A �• PLACEMENT TRENCH TO 113 DEPTH OF THE FFT 24' 1 REGULATORY APPROVAL N0, ISSUED FOR 4/14 H & S DATE BY NOTES: SLOPE PROTECTION APPLICATIONS: 1. OVERLAP OR 'HOOK' ADJACENT ROLL ENDS BY A MINIMUM OF ONE FOOT AND REDUCE STAKING INTERVAL TO ONE FOOT WITHIN OVERLAP SECTION. 2. WHEN USED IN CONJUNCTION WITH WATERBARS, OVERLAP OR 'HOOK' FFT ROLL END A MINIMUM OF ONE FOOT ALONG DOWNSLOPE SIDE OF WATERBAR AND EMBED A MINIMUM OF 6 INCHES. REDUCE STAKING INTERVAL TO ONE FOOT. THE FFT ROLL MUST HAVE GOOD CONTACT WITH THE WATERBAR IN ORDER TO PREVENT SHORT- CIRCUITING. 3. SMOOTH SOIL SURFACE AND REMOVE ALL OBSTRUCTIONS GREATER THAN 1 " -2" IN DIAMETER. 4. WHEN PERFORMANCE- ENHANCING POLYMERS (PAMs) ARE USED, THE MOST DOWNSTREAM FFT SHALL BE A STAND -ALONE PRODUCT (NO PAMs). CHANNEL PROTECTION APPLICATIONS: 1. FOR CHANNEL APPLICATIONS, BOTH UPSTREAM AND DOWNSTREAM ANCHORING SHOULD BE AT 1 FOOT INTERVALS. 2. FOR CHANNEL APPLICATIONS, FFTs SHALL BE STAND -ALONE PRODUCTS WITHOUT PAMs. 3. FFTs SHALL BE PLACED IN CHANNEL (AS DEMONSTRATED BELOW), IN ORDER TO ALLOW WATER TO POOL SUFFICIENTLY ON THE UPSTREAM SIDE OF THE FFT. 4. FFTs SHALL EXTEND TO THE TOP OF BANK IN ORDER TO PREVENT SHORT CIRCUITING OF FLOW. MAINTENANCE REQUIREMENTS: 1. INSPECT WEEKLY AND AFTER EACH RAINFALL EVENT THAT PRODUCES z INCH OR MORE OF RAIN. REMOVE ANY ACCUMULATED SEDIMENT AND /OR WOODY DEBRIS. 2. FFTs SHALL BE ENTRENCHED AS SHOWN TO PREVENT UNDERCUTTING. ANY EVIDENCE OF UNDERCUTTING AND /OR EROSION SHALL BE REPAIRED IMMEDIATELY, 3. STAKES AND /OR STAPLES THAT HAVE BECOME LOOSE OR DISPLACED SHALL BE REPAIRED IMMEDIATELY. 4. WHEN SEDIMENT ACCUMULATION REACHES j THE DIAMETER OF THE FFT, IT SHALL BE REMOVED AND DISPOSED OFF -SITE BY THE CONTRACTOR IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS. 5. ANY VISIBLE DAMAGE TO THE FFT SHALL BE REPAIRED OR REPLACED IMMEDIATELY. 18 TO 20 -INCH TUBE N WOOD STAKE TO PENETRATE THE OUTER 1 -INCH OF TUBE EXCAVATE A PLACEMENT TRENCH TO 1/3 DEPTH OF - THE FFT USE 48 -INCH (MIN) STAKE WITH 12 -INCH MINIMUM EMBEDMENT SPACED AT TWO FOOT INTERVALS DRIVEN THROUGH OUTER 1 INCH OF TUBE, LEAVING ABOUT 12 INCHES OF PROTRUDING ABOVE THE TUBE PROFILE VIEW - W /STAKING DETAIL 18 TO 10 FT TYPICAL 20 -INCH f TUBE DESIGNED - DRAWN CHECKED - PROJ. ENGR. APPROVED WOOD STAKE, SEE STAKING DETAIL i FFT TO EXTEND TO ••• TOP OF BANK v CHANNEL BED CHANNEL CROSS SECTION FIBER FILTRATION TUBE (FFT) CHANNEL PROTECTION 0227039 ASV H LF /G WF ASV o�� C A RO" = Q�6 ESS1041_ �y SEAL 025221 \F�V S 50' -0' MIN. OO d00 0000 00. 000 OO O- OC�- d O O p00 00 O °4D- OO O 000 pOp00 O O oco 0 0 %0 O o po Oo0 OO O Z r g Z a o0 2" - 3" COARSE °O °a °0 AGGREGATE o0 I X O 000 do I w on 'D p °QOO 0 0 000 0 0 0 0 0 p 00 0 CD D°00 p OO 0 0 0 0 0 0 p00O Oo °O OdO °0000O00�QjOp -O�O �00 r T FENCE* PLAN EXISTING ROADWAY I Z o 00000 O O O O O C � r2 � 00 O OOp pC ICI 35' -0' MIN. FABRIC UNDER STONE MAINTENANCE REQUIREMENTS: 1. INSPECT MATTING WEEKLY AND AFTER EACH RAINFALL EVEN THAT PRODUCES z INCH OR MORE OF RAIN, REPAIR OR REPLACE IMMEDIATELY AS NECESSARY. 2. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT OCCUR BENEATH THE M ATTI N G. 3. ANY AREAS OF THE MATTING THAT ARE DAMAGED OR NOT IN GOOD CONTACT WITH THE GROUND SHALL BE REPAIRED OR REPLACED AND STAPLED IMMEDIATELY. CROSS SECTION NOTES: 1. *SILT FENCE SHOULD BE INSTALLED TO ENSURE CONSTRUCTION ENTRANCE IS USED. 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE STONE, THEN THE TIRES OF THE VEHICLE MUST BE WASHED BEFORE ENTERING THE PUBLIC ROAD OR THE LENGTH OF THE CONSTRUCTION ENTRANCE EXTENDED. 3. MAINTENANCE: ADD ADDITIONAL STONE AND "FLUFF" TOP DRESSING WITH 2" STONE. 15' -0' MIN. NEW CONSTRUCTION 00000 00 °p III ^ � 'OOd °oO °oho ° SEE N.C. DENR EROSION and SEDIMENT CONTROL PLANNING and DESIGN MANUAL FOR CONDITIONS WHERE PRACTICE APPLIES: PLANNING CONSIDERATION & DESIGN CRITERIA. GRAVEL ENTRANCE /EXIT 0257701 GENERAL GUIDELINES FOR SPACING OF TUBE TRENCHES FOR CHANNEL INSTALLATIONS SLOPE GRADIENT TUBE INTERVAL 2% 25 FEET BACKFILL AND COMPACT LOOSE MATERIAL UPSTR OF TUBE 6 OR 8 INCH U- SHAPED WIRE STAPLES PLACED AT ONE FOOT INTERVALS DRIVEN THROUGII OUTER 1 INCH OF TUBE EXCAVATE A �• PLACEMENT TRENCH TO 113 DEPTH OF THE FFT 24' 1 REGULATORY APPROVAL N0, ISSUED FOR 4/14 H & S DATE BY NOTES: SLOPE PROTECTION APPLICATIONS: 1. OVERLAP OR 'HOOK' ADJACENT ROLL ENDS BY A MINIMUM OF ONE FOOT AND REDUCE STAKING INTERVAL TO ONE FOOT WITHIN OVERLAP SECTION. 2. WHEN USED IN CONJUNCTION WITH WATERBARS, OVERLAP OR 'HOOK' FFT ROLL END A MINIMUM OF ONE FOOT ALONG DOWNSLOPE SIDE OF WATERBAR AND EMBED A MINIMUM OF 6 INCHES. REDUCE STAKING INTERVAL TO ONE FOOT. THE FFT ROLL MUST HAVE GOOD CONTACT WITH THE WATERBAR IN ORDER TO PREVENT SHORT- CIRCUITING. 3. SMOOTH SOIL SURFACE AND REMOVE ALL OBSTRUCTIONS GREATER THAN 1 " -2" IN DIAMETER. 4. WHEN PERFORMANCE- ENHANCING POLYMERS (PAMs) ARE USED, THE MOST DOWNSTREAM FFT SHALL BE A STAND -ALONE PRODUCT (NO PAMs). CHANNEL PROTECTION APPLICATIONS: 1. FOR CHANNEL APPLICATIONS, BOTH UPSTREAM AND DOWNSTREAM ANCHORING SHOULD BE AT 1 FOOT INTERVALS. 2. FOR CHANNEL APPLICATIONS, FFTs SHALL BE STAND -ALONE PRODUCTS WITHOUT PAMs. 3. FFTs SHALL BE PLACED IN CHANNEL (AS DEMONSTRATED BELOW), IN ORDER TO ALLOW WATER TO POOL SUFFICIENTLY ON THE UPSTREAM SIDE OF THE FFT. 4. FFTs SHALL EXTEND TO THE TOP OF BANK IN ORDER TO PREVENT SHORT CIRCUITING OF FLOW. MAINTENANCE REQUIREMENTS: 1. INSPECT WEEKLY AND AFTER EACH RAINFALL EVENT THAT PRODUCES z INCH OR MORE OF RAIN. REMOVE ANY ACCUMULATED SEDIMENT AND /OR WOODY DEBRIS. 2. FFTs SHALL BE ENTRENCHED AS SHOWN TO PREVENT UNDERCUTTING. ANY EVIDENCE OF UNDERCUTTING AND /OR EROSION SHALL BE REPAIRED IMMEDIATELY, 3. STAKES AND /OR STAPLES THAT HAVE BECOME LOOSE OR DISPLACED SHALL BE REPAIRED IMMEDIATELY. 4. WHEN SEDIMENT ACCUMULATION REACHES j THE DIAMETER OF THE FFT, IT SHALL BE REMOVED AND DISPOSED OFF -SITE BY THE CONTRACTOR IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS. 5. ANY VISIBLE DAMAGE TO THE FFT SHALL BE REPAIRED OR REPLACED IMMEDIATELY. 18 TO 20 -INCH TUBE N WOOD STAKE TO PENETRATE THE OUTER 1 -INCH OF TUBE EXCAVATE A PLACEMENT TRENCH TO 1/3 DEPTH OF - THE FFT USE 48 -INCH (MIN) STAKE WITH 12 -INCH MINIMUM EMBEDMENT SPACED AT TWO FOOT INTERVALS DRIVEN THROUGH OUTER 1 INCH OF TUBE, LEAVING ABOUT 12 INCHES OF PROTRUDING ABOVE THE TUBE PROFILE VIEW - W /STAKING DETAIL 18 TO 10 FT TYPICAL 20 -INCH f TUBE DESIGNED - DRAWN CHECKED - PROJ. ENGR. APPROVED WOOD STAKE, SEE STAKING DETAIL i FFT TO EXTEND TO ••• TOP OF BANK v CHANNEL BED CHANNEL CROSS SECTION FIBER FILTRATION TUBE (FFT) CHANNEL PROTECTION 0227039 ASV H LF /G WF ASV o�� C A RO" = Q�6 ESS1041_ �y SEAL 025221 \F�V S 50' -0' MIN. OO d00 0000 00. 000 OO O- OC�- d O O p00 00 O °4D- OO O 000 pOp00 O O oco 0 0 %0 O o po Oo0 OO O Z r g Z a o0 2" - 3" COARSE °O °a °0 AGGREGATE o0 I X O 000 do I w on 'D p °QOO 0 0 000 0 0 0 0 0 p 00 0 CD D°00 p OO 0 0 0 0 0 0 p00O Oo °O OdO °0000O00�QjOp -O�O �00 r T FENCE* PLAN EXISTING ROADWAY I Z o 00000 O O O O O C � r2 � 00 O OOp pC ICI 35' -0' MIN. FABRIC UNDER STONE MAINTENANCE REQUIREMENTS: 1. INSPECT MATTING WEEKLY AND AFTER EACH RAINFALL EVEN THAT PRODUCES z INCH OR MORE OF RAIN, REPAIR OR REPLACE IMMEDIATELY AS NECESSARY. 2. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT OCCUR BENEATH THE M ATTI N G. 3. ANY AREAS OF THE MATTING THAT ARE DAMAGED OR NOT IN GOOD CONTACT WITH THE GROUND SHALL BE REPAIRED OR REPLACED AND STAPLED IMMEDIATELY. CROSS SECTION NOTES: 1. *SILT FENCE SHOULD BE INSTALLED TO ENSURE CONSTRUCTION ENTRANCE IS USED. 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE STONE, THEN THE TIRES OF THE VEHICLE MUST BE WASHED BEFORE ENTERING THE PUBLIC ROAD OR THE LENGTH OF THE CONSTRUCTION ENTRANCE EXTENDED. 3. MAINTENANCE: ADD ADDITIONAL STONE AND "FLUFF" TOP DRESSING WITH 2" STONE. 15' -0' MIN. NEW CONSTRUCTION 00000 00 °p III ^ � 'OOd °oO °oho ° SEE N.C. DENR EROSION and SEDIMENT CONTROL PLANNING and DESIGN MANUAL FOR CONDITIONS WHERE PRACTICE APPLIES: PLANNING CONSIDERATION & DESIGN CRITERIA. GRAVEL ENTRANCE /EXIT 0257701 SEDIMENT LOG 9" DIAMETER MIN 3. NOTES: 4. IF EROSION DOES OCCUR, THE 1. CONTRACTOR SHALL EXERCISE CAUTION NOT TO BURST OR DAMAGE THE TEMPORARY SEDIMENT FILTER BAG REINFORCING IT WITH A ROW OF AT ERODED AREA REPAIRED AND WHEN PUMPING. PROTECTED FROM FURTHER DAMAGE, 2. THE LENGTH AND WIDTH OF THE TEMPORARY SEDIMENT BAG SHOWN ON THIS DRAWING MAY VARY PER PLACE STAPLES 6 " -8" APART ALONG UNTIL PERMANENT GROUND COVER VENDOR SPECIFICATIONS. HAS BEEN ESTABLISHED. 3. TEMPORARY SEDIMENT FILTER BAGS SHALL BE EQUIPPED WITH A SEWN -IN SLEEVE OF SUFFICIENT SIZE TO MUST BE FLUSH TO THE SURFACE. CONSTRUCTION SPECIFICATIONS ACCEPT A MINIMUM FOUR -INCH DIAMETER PUMP DISCHARGE HOSE. THE DISCHARGE HOSE SHOULD BE 1. AREA SHALL BE CLEARED AND EXTENDED INTO THIS SLEEVE A MINIMUM OF SIX INCHES AND BE TIGHTLY SECURED WITH A HOSE CLAMP OR SPECIFICATIONS. OTHER SUITABLE MEANS TO PREVENT LEAKAGE. HOSE CONNECTION THROUGH A SLIT IN THE BAG WILL NOT 2. SEED BANK ACCORDING TO PLAN BE ACCEPTABLE. 4. THE PUMP DISCHARGE HOSE CONNECTION SLEEVE SHALL BE SECURELY TIED OFF DURING DISPOSAL OF THE TEMPORARY SEDIMENT FILTER BAG IN ORDER TO PREVENT LEAKAGE OF COLLECTED SEDIMENTS. 5. TEMPORARY SEDIMENT FILTER BAG SHALL BE REPLACED WHEN 6 INCHES OF SEDIMENT HAS ACCUMULATED OR IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. SEWN -IN CONNECTION SLEEVE FOR PUMP DISCHARGE MAINTENANCE REQUIREMENTS: TEMPORARY SILT FENCE 2' 11 -0 1-0 (WITH ACKIN 1. INSPECT WEEKLY AND AFTER EACH RAINFALL EVENT PRODUCING OPTIONAL LIFTING INCH OR MORE OF RAIN. ANY DAMAGE TO THE SEDIMENT FILTER BAG STRAPS SHALL BE REPAIRED IMMEDIATELY. COVER #57 STONE VARIES WITH 2. TEMPORARY SEDIMENT FILTER BAG SHALL BE REPLACED WHEN 6 PAD WITH GEOTEXTILE GROUND LINE INCHES OF SEDIMENT HAS ACCUMULATED OR IN ACCORDANCE WITH (TYPE III. EROSIO SLOPE THE MANUFACTURER'S RECOMMENDATIONS. CONTROL) 2' -0" MINIMUM TEMPORARY 3. MONITOR SEDIMENT FILTER BAG REGULARLY FOR THE PRESENCE OF x SEDIMENT FILTER TURBID WATER BEING DISCHARGED. ANY TURBID WATER BEING 1 BAG (14' -6" X DISCHARGED FROM THE BAG SHALL BE RESOLVED IMMEDIATELY. IF Q Q 131 -3" X 2' -011) TEMPORARY BLOCKAGES ARE NOT FOUND, ASSUME THE BAG IS AT MINERAL AGGREGATE SEDIMENT CAPACITY AND REPLACE IMMEDIATELY. (SIZE 57 0 O 00 00 O POLYETHYLENE VARIES WITH TEMP SEDIMENT FILTE BAG SHEETING (6 MIL GROUNDLINE 6" MINIMU VARIES MINIMUM) VARIABLE SLOPE F (10' -0" MINIMUM) 2' -0" MINIMUM 10' -0" MINIMU TEMP. SILT FENCE (WITH X OHO 0 GEOTEXTILE BACKING) LAYER EXISTING GROUND LINE TEMP. SILT USE # 57 STONE POLYETHYLENE TOP VIEW FENCE (WITH TO LEVEL BAG SHEETING BACKING) FROM NATURAL GROUND LINE SEDIMENT LOG 9" DIAMETER MIN 3. SECURE MATS AT THE TOP OF THE 4. IF EROSION DOES OCCUR, THE SLOPE BY TOEING IT IN AND PROBLEM SHALL BE FIXED AND REINFORCING IT WITH A ROW OF AT ERODED AREA REPAIRED AND LEAST FIVE (5) STAPLES, SPACING PROTECTED FROM FURTHER DAMAGE, EACH ONE APPROXIMATELY 8" APART. 5. CONTINUE MONITORING MATTED AREAS 4. PLACE STAPLES 6 " -8" APART ALONG UNTIL PERMANENT GROUND COVER LENGTH OF MAT BLANKET TO SECURE HAS BEEN ESTABLISHED. TO THE SOIL SURFACE. ALL STAPLES NUMBER MUST BE FLUSH TO THE SURFACE. CONSTRUCTION SPECIFICATIONS D5 1. AREA SHALL BE CLEARED AND GRUBBED ACCORDING TO SPECIFICATIONS. 2. SEED BANK ACCORDING TO PLAN SPECIFICATIONS. MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suh 375, Charlotte, North Carolina 28211 RECP INSTALLATION DETAIL 2 NITS D5 Winston -Salem • Forsyth County �c 1 /County Utilities Water • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM TEMPORARY SEDIMENT FILTER BAG SIDE VIEW 0227038 STORM SEWER CURB INLET OR INLET COVER MIN 12" OVERHANG N C TES: 1. SEDIMENT LOG SHALL CONSIST OF RECYCLED SYNTHETIC FIBERS. 2. SEDIMENT LOG SHALL EXTEND A MINIMUM OF 12° BEYOND INLET OPENING. MAINTENANCE REQUIREMENTS: 1. INSPECT SEDIMENT LOG ON A WEEKLY BASIS AND AFTER EACH RAINFALL EVENT PRODUCING 3 INCH OR MORE OR RAIN. ANY DEBRIS OR SEDIMENT VISIBLE SHALL BE REMOVED IMMEDIATELY. 2. DAMAGE TO THE SEDIMENT LOG SHALL BE REPAIRED IMMEDIATELY. 3. REMOVE SEDIMENT WHEN ACCUMULATION REACHES 2 THE DIAMETER OF THE LOG. SEDIMENT SHALL BE REMOVED OFF -SITE BY THE CONTRACTOR IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS. FIBER FILTRATION TUBE INLET PROTECTION DETAIL i NTS D5 MISCELLANEOUS STANDARD DETAILS THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 &2 D5 SHEET OF ►i W 0 a J 0 LU IZ ON SAO 34.65" 3011 3511 UMC C� C� ��O00000000000 o�� I.� OOo000000000o0000c I �0000_o00DO +o000000000� �OOO�OOOO�OOOOo0000� '��000000000�00000o00f� �Q0000000000oo0 , to �o��. ''�1rrn11nr�T�` FRP MANHOLE RING & COVER TYPE 3 DETAIL N.T.S. D6 PRECAST MONOLITHIC BEND NOTES: 1. CONCRETE COMPRESSIVE STRENGTH 4000 PSI. 2. REINFORCING STEEL MEETS ATSM A615 FOR GRADE 60. 3. CLEARANCE FOR REBARS SHALL BE 1 -11211 MIN & 2" MAX. FROM INSIDE OF BOX. 4. DESIGN BURIAL DEPTH IS 50 FEET 5. STRUCTURAL STEEL IN TOP #5'S @ 5° OC. STRUCTURAL STEEL OVER PIPE OPENINGS SHALL BE 1 - #6 6. IN LIEU OF #6 OVER PIPE OPENING FABRICATOR MAY USE MIN DOSAGE OF 144 PER CY OF CONCRETE USING MAX -TEN STRUCTURAL FIBER MANUFACTURED BY PSI OR EQUAL. 7. HEIGHT AND WIDTH OF STRUCTURE VARIES ACCORDING TO PIPE DIA 8. DESIGNED FOR HS -20 TRAFFIC LOAD. 9. MEETS ALL APPLICABLE SECTIONS OF ASTM C478 -09 10. BOTTOM SLAB WALLS SHALL HAVE A MIN REINFORCING OF 0.62 SQ. IN. PER LF. IN BOTH DIRECTIONS. 3511 COVER /FRAME LOCK SEE PLANS SLOPE FINISHED GRADE AWAY FROM MANHOLE (ALL SIDES) 5' DIA PRECASE MANHOLE, SEE CITY OF 2 -S DETAIL Vii -10, DWG D10 •, L CC Lo MANHOLE STEPS AT 1611 OC, SEE CITY OF W -S DETAIL VII -19, DWG D10 nn, IGHNUT TO ACCEPT )R 5' RISER 1 REGULATORY APPROVAL N0, ISSUED FOR 4/14 H DATE BY n 0 DESIGNED DRAWN CHECKED PROD. ENGR APPROVED FRP RING & COVER, TYPE 3 CAST IN MH TOP AT CONCRETE PLANT, SEE DETAIL 1/D6. FLANGED JOINTS, TYP 4° DI VENT PIPE 11_011 �L ASV HLF /GWF ASV WOODEN GATE POST (TREATED) HEIGHT VARIES (TYP EACH SIDE) SEE NOTES 2 AND 5 14 -011 SEE NOTE 3 HEAVY DUTY GALV STEEL HINGE - BOLT THROUGH HINGE (TYP) SEE -2 NOTE 3 x x SHEET NUMBER L (FEET) NOTES: N x FLANGED D.I. RETURN BEND -x -x 10 1. CONTRACTOR TO FURNISH AND INSTALL FARM GATES PER THIS 3 x COMPANION FLANGE WITH 4„ } CONCRETE ENCASEMENT MIN 350D PSI CONCRETE (TYP) V -611 DIA 2 -411 FLANGED 90' D.I. SHEET NUMBER L (FEET) NOTES: BENDS (SHORT RADIUS) OR SURFACE AREA (SQ. FEET) FLANGED D.I. RETURN BEND C10 10 1. CONTRACTOR TO FURNISH AND INSTALL FARM GATES PER THIS 3 DETAIL IN LOCATIONS INDICATED. COMPANION FLANGE WITH 4„ C12 OPNG, MIN 21 ABOVE 100 2. STEEL GATES WILL BE REQUIRED UNDER A VARIETY OF YEAR FLOOD ELEVATION CIRCUMSTANCES AND SITUATIONS TO PROVIDE ACCESS TO SEWERS 121 +00 AND TO PREVENT UNAUTHORIZED PERSONNEL FROM ACCESSING 16 THE SEWERS AND RIGHTS- OF -WAY. ALL GATE LOCATIONS TYPE 304 STAINLESS STEEL SHALL BE APPROVED BY THE CITY OF WINSTON- SALEM. GATES SCREEN, 18x18 MESH MIN 21 -011 MAY BE INSTALLED IN AN EXISTING FENCE OR OVER A NEW ABOVE 100YR FLOOD ELEVATION SEWER EASEMENT WHERE NO FENCE CURRENTLY EXISTS. WHEN 7 INSTALLING GATES IN AN EXISTING FENCE, THE CONTRACTOR 168 +50 SHALL NEATLY CUT THE EXISTING FENCE AND CONNECT THE 8 FENCE TO THE NEW GATE POSTS IN A MANNER APPROVED BY MIN 8„ THE CITY OF WINSTON- SALEM. THE CONNECTION SHALL BE „ MAX 13 SECURE AND PERMANENT. EXISTING FENCES MAY BE WIRE, Z\� BARBED WIRE, WOOD, OR A COMBINATION OF SUCH. WHEN INSTALLING A GATE OVER A NEW SEWER EASEMENT, THE GATE 3 132 186 +50 WILL BE TYPICALLY CENTERED OVER THE EASEMENT. THE 4 IDDI WALLPIPE CONTRACTOR WILL BE REQUIRED TO INSTALL NEW FENCE ON EACH CASE IN MH TOP SIDE OF THE GATE TO A LOCATION DETERMINED BY THE CITY OF 3 +30 WINSTON -SALEM TO BLOCK USE OF THE EASEMENT BY 14 UNAUTHORIZED VEHICLES. THE EXTENT OF THE NEW FENCE WILL 0 VARY WITH EACH INSTALLATION. THE NEW FENCE MATERIAL WILL 60 +75 BE DETERMINED BY THE CITY OF WINSTON -SALEM BASED ON 8 EACH INSTALLATION AND /OR DESIRES OF PROPERTY OWNERS. 2 FENCES MAY BE WIRE, BARBED WIRE, WOOD OR A COMBINATION OF SUCH. 51 DIA RISER SECTION 6' & 8' PRECAST MONOLITHIC BEND & 5' DIA RISERS DETAIL 6 NTS D6 COMPACTED CRUSHED STONE, NCDOT N0. 67 oR_ C ARO E � = 6 SS /041 4� SEAL 025221 FNGI NEF� �<c. �Fw S . MAXIMUM SPAN PER MANUFACTURER SPECIFICATION (40' TYP.) MINIMUM 611 LIP SUPPORTED 1/4 1/4 SU, _ PPOR (SEE NOTE 3)� X/ __ -x -x- -x- _x ATTACH EXISTING FENCE GALV STEEL CHAIN, MIN 3/8" THICK, MIN 3' LONG. PADLOCK KEYED TO CITY OF WINSTON -SALEM MASTER EXISTING GROUND ELEVATION VARIES SEE NOTE 3 3. GROUND ELEVATIONS WILL VARY AND WILL TYPICALLY NOT BE LEVEL. CONTRACTOR TO ADJUST GATE ELEVATION AND HINGE LOCATIONS TO ACCOMMODATE THE EXISTING GROUND ELEVATIONS TO PROVIDE 6° OF CLEARANCE. 4. GATE TO BE FABRICATED FROM 2" DIA MIN 16 GAUGE HIGH - STRENGTH STEEL TUBING WITH ALL WELDED JOINTS. GATE TO BE SAND - BLASTED, PRIME COATED AND FINISH COATED AT FACTORY. COLOR SHALL BE STANDARD RED OR AS APPROVED. TWO (2) SINGLE GATES TO BE 121 -0° WIDE EACH UNLESS OTHERWISE APPROVED BY THE CITY OF WINSTON- SALEM. GATE MANUFACTURER TO PROVIDE ALL NECESSARY HARDWARE. 5. WOODEN GATE POSTS TO BE 6" NOM x 6° NOM TREATED POSTS OR APPROVED EQUAL. THE HEIGHT OF THE POSTS WILL VARY WITH EACH INSTALLATION BUT SHOULD BE AT LEAST EQUAL TO THE TOP OF THE GATE UNLESS OTHERWISE APPROVED BY THE ENGINEER. WHEN DETERMINING THE HEIGHT OF THE GATE POSTS, CONSIDERATION MUST BE GIVEN TO THE EXISTING GROUND ELEVATIONS, THE LOCATIONS AND ELEVATIONS OF EXISTING OR NEW FENCES THAT WILL CONNECT TO THE GATE POSTS, AND PROPERTY OWNER CONCERNS. THE HEIGHT OF THE POSTS SHALL BE APPROVED BY THE ENGINEER. 6. PROVIDE MIN 6- STRANDS OF BARBED WIRE FOR MIN 201 O.C. ON EACH SIDE TO TIE INTO EXISTING FENCING. POSTS AT 101 O.C. FARM GATE DETAIL 3 NTS D6 2 " -3" SIZED WASHED STONE SURFACE FLOW DIVERSION GEOTEXTILE STABILIZATION FABRIC, TYP ELEVATION DRAGLINE (TIMBER) MAT 15' MIN < < < < < < IIIIIIIIIII"11 < " < ` TOP OF BANK A V A � - SURFACE FLOW DIVERSION SILT FENCE < < < < < < L PLAN ffiZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suite 375, Charlotte, North Carolina 28217 TEMPORARY STREAM CROSSING DETAIL 5 N.T.S. D6 TEMPORARY STREAM CROSSING BY DRAGLINE MATS PLAN VIEW 1. KEEP CLEARING AND EXCAVATION OF THE STREAM BANKS AND BED AND APPROACH SECTIONS TO A MINIMUM. 2. CLEARING SHALL BE DONE BY CUTTING NOT GRUBBING. THE ROOTS AND STUMPS SHALL BE LEFT IN PLACE TO HELP STABILIZE THE BANKS AND ACCELERATE RE- VEGETATION. 3. INSTALL A 6 INCH (MINIMUM) 'UP' ALONG THE OUTSIDE OF THE BRIDGEMAT TO PREVENT LOOSE SEDIMENT FROM DEPOSITING IN STREAM DURING CROSSING. 4. INSTALL SILT FENCE ALONG TOPS OF BANKS AND TIE TO CROSSING. 5. DIVERT ALL SURFACE WATER FROM THE CONSTRUCTION SITE ONTO UNDISTURBED AREAS ADJOINING THE STREAM, 5. KEEP STREAM CROSSINGS AT RIGHT ANGLES TO THE STREAM FLOW. 7. ALIGN APPROACHES WITH THE CENTER LINE OF THE CROSSING FOR A MINIMUM DISTANCE OF 30 FEET AND STABILIZE WITH 9' THICK LAYER OF 2' -S' WASHED STONE FOR A MINIMUM OF 50 FEET. 8. STABILIZE ALL DISTURBED AREAS SUBJECT TO FLOWING WATER, INCLUDING PLANNED OVERFLOW AREAS, WITH RIPRAP OR OTHER SUITABLE MEANS IF DESIGN VELOCITY EXCEEDS THE ALLOWABLE FOR THE IN -PLACE SOIL. 9. PLACE MATS BETWEEN "BUMPER TREES' AND ANCHOR ON BOTH BANKS TO TREES OR DEADMIAN ANCHORS SUCH THAT MINIMUM BRIDGE WIDTH IS 8 FT. 10. ENSURE THAT 1/4 (MINIMUM) OF THE MAT TOTAL LENGTH IS SUPPORTED ON EACH SIDE OF THE BANK. 11. INSTALL WATER DIVERSION DEVICES ON BOTH SIDES OF THE CROSSING. 12. UPON COMPLETION OF THE CROSSING, FILL, COMPACT, AND STABILIZE THE BYPASS CHANNEL APPROPRIATELY. REMOVE TEMPORARY STREAM CROSSINGS IMMEDIATELY WHEN THEY ARE NO LONGER NEEDED. 13. RESTORE THE STREAM CHANNEL TO ITS ORIGINAL CROSS - SECTION, AND SMOOTH AND APPROPRIATELY STABILIZE ALL DISTURBED AREAS. 14. ANY IN- STREAM SEDIMENT CONTROL MEASURES MUST BE REMOVED UPON STABILIZATION OF THE AREA. NOTES: DRAGLINE MATS SHALL REMAIN IN PLACE UNTIL CONSTRUCTION UNLESS THE CROSSING CAUSES CROSSING OF THE STREAM CHANNEL, WHEREAS SHALL BE PLACED BACK TO PRE CONSTRUCTIO AND BANKS SHALL BE PROTECTED WITH CLASS Winston -Salem ■ Forsyth County i /County Utilities Water • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM COMPLETION OF EROSION DUE TO THE THE CHANNEL BANKS N CONDITIONS. CHANNEL 1 RIPRAP 18" THICK. MIN. 6° OVERLAP VLV IL IILL 1 9VI�Il MIN. 6° OVERLAP EACH SIDE EACH SIDE PROFILE VIEW DIMENSIONS PIPE STATION SHEET NUMBER L (FEET) W (FEET) D (FEET) SURFACE AREA (SQ. FEET) 90 +50 C10 10 19 3 190 111 +50 C12 8 15 2 120 121 +00 C13 16 18 3 288 156 +00 C16 10 21 7 210 168 +50 C17 8 10 2 80 178 +00 C18 12 11 3 132 186 +50 C19 8 10 2 80 3 +30 C30 14 14 0 196 60 +75 C34 8 10 2 80 #57 STONE 6° DEEP (MIN.) EXISTING GRADE 12° OR 2 DIAMETER OF PIPE, WHICHEVER IS GREATER FILL WITH CLASS B RIP -RAP ARMORFLEX BANK STABILIZATION DETAIL 4 N.T.S. D6 DV I I VIVI Vr VRLLR I I z_ N 1ovo�) o�)oU � oUc I I NOTES: I I #57 WASHED STONE 1. SLOPE APPROACHES TO CROSSING 2:1 OR FLATTER. 611 DEEP (MIN.) 2. SPILLWAY LENGTH = BANK TO BANK WIDTH OF STREAM OR AS SHOWN ON PLANS. 3. PIPE TO EXTEND 1 FT BEYOND LIMITS OF RIP RAP. PIPE LENGTH SHALL BE 20' MINIMUM. 4. SEE PLANS FOR TEMPORARY /PERMANENT LOCATIONS. 5. TEMPORARY CROSSINGS TO BE REMOVED UPON COMPLETION OF CONSTRUCTION AND STREAM TO BE RESTORED TO ORIGINAL CROSS- SECTION. STREAM CROSSING WITH CULVERT DETAIL 2 N.T.S. D6 FILL WITH CLASS B RIP -RAP DIAMETER OF PIPES VARY, REFER TO PLAN AND PROFILE SHEETS MISCELLANEOUS STANDARD DETAILS RADE 1 THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 &2 D6 SHEET OF ►J Uj Cc Cc 0 < J C'3 LLI w SEE PLANS EXP JOINT MATL, ADHERE TO ONE SIDE OF CONCRETE ONLY WITH WATERSTOP ADHESIVE WATERSTOP WHERE CLASS "B" REQUIRED, SEE SPLICE + 2" SPECIFICATIONS AND GENERAL CONCRETE NOTES. -JOINT SEALER (BOTH SIDES OF JOINT) 1/2 THICKNESS OF JOINT i i WATERSTOP WHERE REQUIRED, "NON-LIQUID BOND BREAKER SEE SPECIFICATIONS AND BETWEEN JOINT SEAL AND GENERAL CONCRETE NOTES EXPANSION MATERIAL TYPICAL EXPANSION JOINT 0325100 NOTES 1 JOINTS SHALL BE FORMED BY AN APPROVED JOINT INSERT. SAWCUTTING OF JOINTS WILL NOT BE ALLOWED. 2 DEPTH SHALL BE 1 1/2" IN REINF CONC DEPTH SHALL BE 113 OF CONCRETE THICK- NESS IN UNREINFORCED CONCRETE PAVEMENT. 3/811± 1/1611 JOINT SEALER 1/4" TOOLED RADIUS TYP N C) w = cwn ' 1/2110 BACKER ROD TYPICAL SEALED JOINT 0325101 1 REGULATORY APPROVAL N0, ISSUED FOR 4/14 H &S DATE BY DESIGNED ASV DRAWN HLF /GWF CHECKED PROJ. ENGR. ASV APPROVED • • I \ • • FOR TYPICAL KEYWAY, SEE 0331702 FOR SLAB OR WALL THICKNESS AND REINFORCING, SEE DESIGN DRAWINGS. TYPICAL SLAB HORIZONTAL CONSTRUCTION JOINT 0331701 • 0° TYP • ADDITIONAL DIAGONAL BARS, REQUIRED IN LIQUID RETAINING WALLS ONLY, ALTERNATE WITH HORIZONTAL BARS AND SIZE PER CHART. • 0331000 L TYPICAL KEYWAY 0331702 ESTOP VERTICAL BARS BAR SIZE - HORIZONTAL REINFORCEMENT BAR SIZE - DIAGONAL REINFORCEMENT GENERAL CONCRETE NOTES: BARS #4 CORNER BARS, SAME #5 1 CONCRETE PROTECTION FOR REINFORCING SHALL BE AS FOLLOWS UNLESS • SIZE AND SPACING • #5 #8 OTHERWISE NOTED ON THE DRAWINGS: HORIZONTAL BARS AS HORIZONTAL BARS # 10 ~ # 11 A - CONCRETE DEPOSITED DIRECTLY AGAINST SOIL 311 M 4 4 ADDITIONAL 11 -311 B - CONCRETE EXPOSED TO WEATHER ( #5 OR SMALLER) 1 1/2" c- DIAGONAL BARS • CLASS B ® . ¢ 11 -711 ( #6 OR LARGER) 2" 11_311 C-) LD SIZE, TYP TENSION SPLICE, TYP 11_111 C - SLABS 1 1/2" 11 -511 11 -111 #11 a _ 21_311 21 -311 AT SURFACES CONTACTING WATER OR SEWAGE 211 11 -711 11 -311 ldh • • • . • D - BEAMS AND COLUMNS (TO MAIN REINFORCEMENT) 211 1 -1011 TYP 21 -511 W = WIDTH OF WALL- - 51 -211 . (TO COLUMN TIES OR STIRRUPS) -1 1/2" 21 -111 • ADDITIONAL DIAGONAL BARS # 10 31 -111 31 -311 SURFACES EXPOSED TO SEAWATER 411 d1 90° HOOK ° `rte 61 -011 31 -711 E - WALLS 1211 OR MORE 2 SIZE AND SPACING AS * = STD 90' HOOK LENGTH 101 -111 31 W/3 W/3 -W /3- 41 -911 61 -911 WALLS LESS THAN 12 ( #5 OR SMALLER) 1 1/2 11 END OF REINF BAR 61 -311 81 -911 111 -411 41 -611 51 -10° 71 -711 91 -1011 ( #6 OR LARGER) 2 0.75 d2 91 -1011 121 -911 51 Q 71 -011 0 101 -1111 4 11 SURFACES EXPOSED TO SEAWATER 311 101 -1111 14'-2" * ** TOP REINFORCEMENT IS HORIZONTAL REINFORCEMENT SO PLACED THAT MORE THAN 12 INCHES OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE REINFORCEMENT. FOR MATERIALS OR CONDITIONS DIFFERENT FROM THOSE STATED, LENGTHS SHOWN IN CHART SHALL BE MODIFIED TO CONFORM TO THE PROVISIONS OF ACI 318, SECTION 12.2. TWO SEPARATE WRAPS F - FOR SURFACES EXPOSED TO WATER OR SEWAGE OR AREAS o EXISTING PIPE OF EXPANDING RUBBER EXPOSED TO HIGH HUMIDITY IN BEAMS, COLUMNS, WALLS LO WATERSTOP AND SLABS ADD 1/211 TO ABOVE. 2 SPLICES SHALL BE CLASS °B11 CONFORMING TO THE PROVISIONS OF ACI 318 UNLESS NOTED OTHERWISE. 3 ALL EMBEDDED ITEMS SHALL BE INSTALLED AND SECURED IN PLACE BEFORE CONCRETE PLACEMENT. CONSULT ELECTRICAL, MECHANICAL AND 0.50 d2 HVAC DRAWINGS FOR PIPING, EMBEDDED ITEMS AND OPENINGS. d2 0.75 d1 NOTES: 4 ALL JOINTS IN WATER BEARING STRUCTURES SHALL HAVE A WATERSTOP. 1. EACH WRAP SHALL BE LAPPED 4", WITH THE ALL JOINTS BELOW GRADE IN WALLS OR SLABS WHICH ENCLOSE AN ANCHOR BAR LAP ABUTTING SIDE BY SIDE. LAPS SHALL BE ACCESSIBLE AREA SHALL HAVE WATERSTOPS. NOTES: SEPARATED BY 180% 5 CONSTRUCTION JOINTS NOT SHOWN SHALL BE SUBMITTED BY THE BARS TO BE WELDED SHALL CONFORM TO ASTM A706. 2. THIS TYPE OF CONNECTION SHALL ONLY BE CONTRACTOR FOR THE APPROVAL OF THE ENGINEER PRIOR TO WELDING SHALL BE DONE BY CERTIFIED WELDERS USED AT LOCATIONS SHOWN ON THE DRAWINGS. SUBMITTING REBAR SHOP DRAWINGS. IN CONFORMANCE WITH AWS D1.4. WELDING IS 6 PROVIDE VERTICAL CONSTRUCTION JOINTS IN WALLS AND HORIZONTAL PERMITTED ONLY WHERE SHOWN ON PLANS OR JOINTS IN SLABS NOT GREATER THAN 451 -011 ON CENTER. OTHERWISE APPROVED BY THE ENGINEER. WATERSTOP CONNECTION 7 NO BACKFILL SHALL BE PLACED AGAINST ANY SUBSTRUCTURE WALLS REINFORCING BAR WELDMENT AROUND PIPE UNLESS ADJACENT FLOOR SLABS HAVE TAKEN THEIR FINAL SET, OR WALLS HAVE BEEN PROPERLY BRACED, AND IN ANY CASE NOT SOONER 0321000 0325303 THAN 28 DAYS AFTER THE PLACING OF CONCRETE UNLESS APPROVED BY THE ENGINEER. SEE PLANS EXP JOINT MATL, ADHERE TO ONE SIDE OF CONCRETE ONLY WITH WATERSTOP ADHESIVE WATERSTOP WHERE CLASS "B" REQUIRED, SEE SPLICE + 2" SPECIFICATIONS AND GENERAL CONCRETE NOTES. -JOINT SEALER (BOTH SIDES OF JOINT) 1/2 THICKNESS OF JOINT i i WATERSTOP WHERE REQUIRED, "NON-LIQUID BOND BREAKER SEE SPECIFICATIONS AND BETWEEN JOINT SEAL AND GENERAL CONCRETE NOTES EXPANSION MATERIAL TYPICAL EXPANSION JOINT 0325100 NOTES 1 JOINTS SHALL BE FORMED BY AN APPROVED JOINT INSERT. SAWCUTTING OF JOINTS WILL NOT BE ALLOWED. 2 DEPTH SHALL BE 1 1/2" IN REINF CONC DEPTH SHALL BE 113 OF CONCRETE THICK- NESS IN UNREINFORCED CONCRETE PAVEMENT. 3/811± 1/1611 JOINT SEALER 1/4" TOOLED RADIUS TYP N C) w = cwn ' 1/2110 BACKER ROD TYPICAL SEALED JOINT 0325101 1 REGULATORY APPROVAL N0, ISSUED FOR 4/14 H &S DATE BY DESIGNED ASV DRAWN HLF /GWF CHECKED PROJ. ENGR. ASV APPROVED • • I \ • • FOR TYPICAL KEYWAY, SEE 0331702 FOR SLAB OR WALL THICKNESS AND REINFORCING, SEE DESIGN DRAWINGS. TYPICAL SLAB HORIZONTAL CONSTRUCTION JOINT 0331701 • 0° TYP • ADDITIONAL DIAGONAL BARS, REQUIRED IN LIQUID RETAINING WALLS ONLY, ALTERNATE WITH HORIZONTAL BARS AND SIZE PER CHART. • 0331000 L TYPICAL KEYWAY 0331702 ESTOP VERTICAL BARS BAR SIZE - HORIZONTAL REINFORCEMENT BAR SIZE - DIAGONAL REINFORCEMENT VERTICAL BARS #4 CORNER BARS, SAME #5 #4 #6 • SIZE AND SPACING • #5 #8 #6 HORIZONTAL BARS AS HORIZONTAL BARS # 10 ~ # 11 # 9 AT LOCATIONS WHERE DIFFERENT SIZE HORIZONTAL BARS CONVERGE, THE LARGER BAR SIZE SHALL CONTROL M 4 4 ADDITIONAL 11 -311 HORIZONTAL BARS 1211 c- DIAGONAL BARS • CLASS B ® . ¢ 11 -711 SEE CHART FOR 11 -311 11_311 C-) LD SIZE, TYP TENSION SPLICE, TYP 11_111 21 z 11 -511 11 -111 #11 # 7 21_311 21 -311 11_711 11 -911 11 -711 11 -311 ldh • • • . • • 11 -1111 1 -1011 TYP 21 -511 # 9 51 -211 . • • 1 21 -211 21 -111 • ADDITIONAL DIAGONAL BARS # 10 31 -111 31 -311 SEE CHART FOR SIZE 21 -611 STANDARD 90° HOOK CORNER BARS, SAME 61 -011 31 -711 # 8 21 -911 SIZE AND SPACING AS * = STD 90' HOOK LENGTH 101 -111 31 HORIZONTAL BARS, TYP 41 -911 61 -911 81 -911 # 9 CORNER TYPICAL WALL REINFORCING 0331700 C A RO� = Q�6 ESS /049 SEAL 025221 INTERSECTION DIAGONAL BAR SIZE CHART BAR SIZE - HORIZONTAL REINFORCEMENT BAR SIZE - DIAGONAL REINFORCEMENT #3 #3 #4 #3 #5 #4 #6 #5 #7 #5 #8 #6 #9 #7 # 10 # 8 # 11 # 9 AT LOCATIONS WHERE DIFFERENT SIZE HORIZONTAL BARS CONVERGE, THE LARGER BAR SIZE SHALL CONTROL MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suite 375, Charlotte, North Carolina 28211 BASIC DEVELOPMENT LENGTH AND SPLICE LENGTH FOR BARS IN COMPRESSION fy = 50,000 psi fcl = 4000 psi OR GREATER BASIC DEVELOPMENT LENGTH BAR SIZE BAR SIZE BASIC SPLICE LENGTH #3 BASIC CONFINEMENT * BASIC 6" CONFINEMENT 8 8 BASIC # 3 45 12 1 -011 12 loll 811 11-011 4 4 11-011 11 -311 #7 1211 1 I -011 ^ll 11 011 # 5 11 -711 -011 11 -311 11_311 11y -011 11 -1011 # 6 11 -411 11_111 21 11_6l 11 -511 11 -111 #11 # 7 21_311 21 -311 11_711 11 -911 11 -711 11 -311 ldh # 8 -611 21 -611 31 -111 11 -1111 1 -1011 11 -411 21 -511 # 9 51 -211 21 -1011 21 21 -211 21 -111 11 -711 61 -411 # 10 31 -111 31 -311 61 -411 21 -611 21 -311 11 -811 -011 # 11 61 -011 31 -711 # 8 21 -911 * BAR ENCLOSED MORE THAN 4 SECTION 7.10.5 WITHIN SPIRALS OF NOT LESS THAN 1/4 INCH DIAMETER AND NOT INCH PITCH OR WITHIN #4 TIES IN CONFORMANCE WITH ACI 318, AT NOT MORE THAN 4 INCHES ON CENTER, FACTOR 0.75 USED. 0321002 N OTES: 1 THIS DETAIL APPLIES FOR OPENINGS 8110 AND LARGER. FOR SMALLER OPENINGS, BEND BARS OR ADJUST SPACING OF REINFORCEMENT TO AVOID OPENING. 2 PLACE EXTRA BARS OF THE SAME SIZE AS THE INTERRUPTED BARS AT EACH SIDE OF OPENING. QUANTITY OF EXTRA BARS AT EACH SIDE SHALL EQUAL HALF THE QUANTITY OF INTERRUPTED BARS EXCEPT WHERE NOTED OTHERWISE. 3 PROVIDE ONE DIAGONAL BAR EACH SIDE OF OPENING WITH SIZE EQUAL TO MAIN REINFORCEMENT, TYPICAL EACH FACE. 4 WHERE INVERT OF OPENING IN WALL IS LESS THAN 44 BAR DIAMETERS FROM TOP OF SLAB, EXTRA REINFORCEMENT ON EACH SIDE SHALL INCLUDE DOWELS EMBEDDED INTO SLAB WITH STANDARD 90 DEGREE HOOKS TO SPLICE WITH EXTRA VERTICAL REINFORCEMENT. DOWELS SHALL ALSO STILL BE PROVIDED BELOW OPENING. 5 WHERE INVERT OF OPENING IN WALL OR SLAB IS CLOSER THAN 44 BAR DIAMETERS TO EDGE OF SLAB OR BOTTOM OF WALL, EXTRA DIAGONAL BARS MAY BE TERMINATED TWO INCHES FROM EDGE OF SLAB OR BOTTOM OF WALL. DOWELS DO NOT HAVE TO BE PROVIDED TO SPLICE WITH DIAGONAL BARS. _44D, TYP 2" + + ti + + OPNG + + + + + + + + + + + + + + + + + TYPICAL REINF AT OPENINGS 0331703 Winston -Salem • Forsyth County �c 1 /County Utilities Water • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM L2x2xl /4 3/8110 x 411 ARC WELDED STUD @ ° 21_0" CC v� v NOTE: CORNER GUARD REQUIRED ONLY WHERE SHOWN ON PLANS CORNER GUARD 0554001 DEVELOPMENT LENGTH FOR BARS fy = 60,000 psi OF STANDARD HOOKS IN TENSION fcl = 4000 psi OR GREATER BAR SIZE DEVELOPMENT LENGTH,A dh BASIC W/ CONIC COVER #3 BASIC DEVELOPMENT LENGTH Q 8" CLASS B SPLICE LENGTH 1.3 xQ d 6" #4 CLEAR SPACING >- 3" 10 BASIC TOP * 45 TOP * 1 -011 TOP * 9 11 #6 11-011 11 -311 11-011 11 #7 4 3 11 -511 11-311 11 011 48 11 -711 -011 11 -211 #9 21 -111 11 -1011 11 -311 11 -411 #10 21 21 -111 11 11 -611 #11 21 -411 21_311 4 5 11_711 21 -011 *SIDE COVER NORMAL TO PLANE OF HOOK AT LEAST 2 1/2"; AND FOR 90' HOOK, END COVER BEYOND OUTSIDE END OF HOOK AT LEAST 211. 31- ldh Qdh 0321003 MISCELLANEOUS STANDARD DETAILS 0321004 THE SCALE BAR BASIC DEVELOPMENT LENGTH AND SPLICE LENGTH FOR BARS IN TENSION 2014 fy ** BASED ON MATERIALS AND CONDITIONS AS FOLLOWS: = 60,000 psi fcl = 4000 psi OR GREATER UNCOATED BARS NORMAL WEIGHT CONCRETE CLEAR COVER ? 1.5 INCHES 32245 -000 INCH LONG ON BASIC DEVELOPMENT LENGTH Q BAR SIZE CLASS B SPLICE LENGTH 1.3 xQ d CLEAR SPACING ?3" CLEAR SPACING < 311 CLEAR SPACING >- 3" CLEAR SPACING < 311 BASIC TOP * BASIC TOP * BASIC TOP * BASIC TOP 11-011 11-011 11-011 11-411 4 3 11 -011 11-311 11-411 11-811 11 -011 11 -311 11 -711 21 -111 # 4 11 -311 11 -811 21 -111 21 1.- ^11 11 -311 11 -711 21 -411 3 1 -0 11 4 5 1 I -711 21 -011 31 -011 31- 1111 11 -611 11 -1111 31 -111 41 -011 # 6 11 -1111 21 -511 41 -011 51 -211 21 -511 31 -111 41 -1111 61 -411 # 7 31 -111 41 -011 61 -411 81 -311 31 -011 31 -1111 61 -011 71 -911 # 8 31 -1111 51 -111 71 -911 101 -111 31 -811 41 -911 61 -911 81 -911 # 9 41 -911 61 -311 81 -911 111 -411 41 -611 51 -10° 71 -711 91 -1011 # 10 51 -1011 71 -711 91 -1011 121 -911 51 -511 71 -011 81 -511 101 -1111 4 11 71 -011 91 -111 101 -1111 14'-2" * ** TOP REINFORCEMENT IS HORIZONTAL REINFORCEMENT SO PLACED THAT MORE THAN 12 INCHES OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE REINFORCEMENT. FOR MATERIALS OR CONDITIONS DIFFERENT FROM THOSE STATED, LENGTHS SHOWN IN CHART SHALL BE MODIFIED TO CONFORM TO THE PROVISIONS OF ACI 318, SECTION 12.2. MISCELLANEOUS STANDARD DETAILS 0321004 THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW MEASURES ONE H & S JOB NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 &2 D7 SHEET OF W a J C'3 W w zx a CD CD zz U U QQ 0-0- N v, aJ n cn V z O U � Q Z � Z J O J U 51 cLn. 311 311 CONTINUOUS FULL SPACINGS HALF SPACING, MIN FULL SPACING, MAX TYP EACH END 0 e e e e e • e Ln LL Lj e e O Q N � . e WALL • e ° ° 311 MIN FULL SPACING MAX �� • s e ® e MEASURES ONE NUMBER 32245 -000 STD 90' HOOK ON VERTICAL REINF CONTRACT ° REQD WHERE SHOWN NUMBER ON PLANS. MIN BEAM WALI REQD CC CONTINUOUS FULL SPACINGS -HALF SPACING, MIN - FULL SPACING, MAX TYP EACH END SECTION - WALLS AND SLABS n - v A. dv v zx �¢ zz U U QQ cn cn J J Q J _11 cn � z O v � Q z a_ Cn Z J O J U � NOTE: ORIENTATION OF OUTSIDE AND INSIDE LAYERS OF REINF SHALL BE AS SHOWN ON PLANS. "FULL SPACING" IS BAR SPACING CALLED OUT ON PLANS. TYPICAL BAR PLACEMENT 0331704 3/411 CONTROL GROOVE AND RUSTIFICATION AT OUTSIDE FACE OF WALL (RUSTIFICATION WHERE SHOWN ON PLAN) NON SAG POLYURETHANE SEALANT WITH BOND BREAKER 1 X411 1 /411 d; v 4 -d- 1 /411 1/4 A- ° v- v d 3 /411 3 /411 VERTICAL WALL CONSTRUCTION JOINT 0331712 CONTRACTION JOINT LAP SPLICE WITH SEALANT EF SEE TABLE 1/211 6 WATERSTOP J N Q • J J Q 1 REGULATORY APPROVAL N0, ISSUED FOR WALL REINF CONT THRU LWALL REINF, TYP CONTRACTION JOINT EVERY 3RD BAR EF VERTICAL WALL CONTRACTION JOINT 0331713 DESIGNED ASV DRAWN HLF /GWF CHECKED PROJ. ENGR. ASV 4/14 "IS DATE BY APPROVED 1/211 WIDE BOND BREAKER READ COVER, TYP 3 CONTINUOUS FULL SPACINGS FULL SPACING, MAX AL CHECKERED PLATE FLUSH WITH SURFACE EXTRUDED ALUMINUM FRAME -\ FULL SPACINGS ' ' FULL SPACING, MAX PLAN - WALLS ANCHOR LUG © 18110C MIN TWO EACH SIDE, TYP AL STIFFENER ANGLE AS READ WELDED TO CHECKERED PL, (SEE SPECS FALL THROUGH PREVENTION SYSTEM REQUIRED AT ALL OPENINGS 4r_1vl1L1 Oki f: HINGES AT 31 -0" MAX OC PLATE SHALL HAVE MIN 1 1/211 BEARING ALL AROUND C A RD� = < �F ESS1041_ �� Q SEAL 025221 ��/i� FNGI N' S.�P BENT 5/16° SST ROD, 511 RECESS INTO PL WHEN AT REST CUTOUT IN PL SECTION ACCESS HATCH OPENING VARIES SEE PLANS X\ I ^zI ALUMINUM 1� CHECKERED PLATE (SEE SPECIFICATIONS) \ I y I •% y u y �, e ACCESS HATCH 0553010 SIZE OF BLOCKOUT AS REQUIRED FOR EMBEDDING FRAME. GROUT FRAME INTO PLACE (NOT SHOWN) AS RECOMMENDED BY FRAME MFR. x SPLICE LENGTH OF EXTRA BAR, TYP • • 12" MAX • EXTRA BARS SAME SIZE AND SPACING AS INTERRUPTED REINFORCEMENT MAIN REINFORCEMENT • 2 • • TYPICAL BLOCKOUT FOR EMBEDDED EQUIPMENT FRAME 0331710 DRILL AND TAP FOR 3/811Ox5/811 LG SST FLAT HEAD MACHINE SCREW TYP AS REQUIRED 1 1/411x1/811 NEOPRENE BONDED TO FRAME CONTINUOUS AROUND OPENING 211x3/1611 AL BAR 3/8110 SST HEX NUT WATERTIGHT FLAT HEAD MACHINE SCREWS, AT CORNERS AND AT 2411 MAX SPACING ALL AROUND OPENING, REQUIRED ONLY WHERE INDICATED ON DRAWINGS AS A BOLTED OR WATERTIGHT ACCESS HATCH. cn W W N Q z J c� a- Z Z W LU cn 0 LIFT HANDLE, TWO HANDLES ARE REQUIRED WHEN THE OPENING IS GREATER THAN 3611 MZEN AND SAWR Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suife 375, Charlotte, North Carolina 28211 NEW CONCRETE WALL — STAINLESS STEEL BOLTS PIPE, 6° DIA MAX EXISTING CONCRETE WALL - WALL PIPE AS REQf NONSHRINK GROUT #5 DOWELS WITH S HOOK 01211 TYP EA DOWEL ADHESIVE, 1 1509 211 WALL PIPE WITH INTEGRAL WATERSTOP (PExPE) —COMPRESSIBLE LINK TYPE SEAL, TWO REQUIRED FOR WALL THICKNESS GREATER THAN 10° —FOR PIPE DIA 411 AND LESS, THE WALL PENETRATION FOR EXISTING WALLS MAY BE CORE DRILLED AND SEALED WITH COMPRESSIBLE LINK TYPE SEAL. NONSHRINK GROUT NOTES: 1. ALL WALL PIPES SHALL BE CAST UNLESS OTHERWISE NOTED. 2. PROVIDE PIPE JOINT WITHIN TWO (2) FEET OF EXTERIOR FACE OF WALL AT CONNECTION TO ALL NEW AND EXISTING STRUCTURES OR MANHOLES. RJxPE OR MJxPE, SEE PIPE SCHEDULE IN SPECIFICATIONS FOR CONNECTING PIPE NONSHRINK GROUT PIPE 1509204 NEW CONCRETE WALL WALL PIPE WITH INTEGRAL WATERSTOP. DRILL AND TAP FOR STUD BOLTS. NONSHRINK GROUT EXISTING CONCRETE WALL EXISTING CONCRETE WALL 11/2"x5/8" DEEP SEALANT - BOTH SIDES (MAKE AIRTIGHT) PREMOLDED JOINT FILLER, CUT CONCRETE MASONRY WRAP AROUND PIPE UNITS AS REQUIRED /w F— CONCRETE MASONRY rt UNIT WALL V CAULKED WALL PENETRATION 1509217 TWO #5 BARS, ALL AROUND TWO STRIPS OF EXPANDING RUBBER WATERSTOP. EACH STRIP SHALL BE LAPPED 411, WITH THE LAP ABUTTING SIDE BY SIDE. LAPS SHALL BE STAGGERED. BED OF SEALANT OR ADHESIVE BETWEEN WATERSTOP AND CONCRETE 1�36��1►[eiK�P►[y:�il��4_1�� NOTES: ALL OPENINGS SHALL BE SAWCUT OR (SINGLE) CORE DRILLED AS REQUIRED. USE OF JACKHAMMERS OR STITCH DRILLING IS NOT PERMITTED. THE PERIMETER SURFACE OF THE OPENING SHALL BE SMOOTH. inston -Salem Forsyth County Cf /County Utilities CWater • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM WATERSTOP 1509222 MISCELLANEOUS STANDARD DETAILS THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER HALF SPACING, MIN 1 &2 D8 SHEET OF FULL SPACING, MAX TYP EACH END . • • • N Cn CD z z O C) Q 0- e e F_ ~ C Z J J LL_ ° 4 VERTICAL BARS IN CORNER ® e HALF SPACING, MIN CONTINUOUS HALF SPACING, MIN FULL SPACING, MAX AL CHECKERED PLATE FLUSH WITH SURFACE EXTRUDED ALUMINUM FRAME -\ FULL SPACINGS ' ' FULL SPACING, MAX PLAN - WALLS ANCHOR LUG © 18110C MIN TWO EACH SIDE, TYP AL STIFFENER ANGLE AS READ WELDED TO CHECKERED PL, (SEE SPECS FALL THROUGH PREVENTION SYSTEM REQUIRED AT ALL OPENINGS 4r_1vl1L1 Oki f: HINGES AT 31 -0" MAX OC PLATE SHALL HAVE MIN 1 1/211 BEARING ALL AROUND C A RD� = < �F ESS1041_ �� Q SEAL 025221 ��/i� FNGI N' S.�P BENT 5/16° SST ROD, 511 RECESS INTO PL WHEN AT REST CUTOUT IN PL SECTION ACCESS HATCH OPENING VARIES SEE PLANS X\ I ^zI ALUMINUM 1� CHECKERED PLATE (SEE SPECIFICATIONS) \ I y I •% y u y �, e ACCESS HATCH 0553010 SIZE OF BLOCKOUT AS REQUIRED FOR EMBEDDING FRAME. GROUT FRAME INTO PLACE (NOT SHOWN) AS RECOMMENDED BY FRAME MFR. x SPLICE LENGTH OF EXTRA BAR, TYP • • 12" MAX • EXTRA BARS SAME SIZE AND SPACING AS INTERRUPTED REINFORCEMENT MAIN REINFORCEMENT • 2 • • TYPICAL BLOCKOUT FOR EMBEDDED EQUIPMENT FRAME 0331710 DRILL AND TAP FOR 3/811Ox5/811 LG SST FLAT HEAD MACHINE SCREW TYP AS REQUIRED 1 1/411x1/811 NEOPRENE BONDED TO FRAME CONTINUOUS AROUND OPENING 211x3/1611 AL BAR 3/8110 SST HEX NUT WATERTIGHT FLAT HEAD MACHINE SCREWS, AT CORNERS AND AT 2411 MAX SPACING ALL AROUND OPENING, REQUIRED ONLY WHERE INDICATED ON DRAWINGS AS A BOLTED OR WATERTIGHT ACCESS HATCH. cn W W N Q z J c� a- Z Z W LU cn 0 LIFT HANDLE, TWO HANDLES ARE REQUIRED WHEN THE OPENING IS GREATER THAN 3611 MZEN AND SAWR Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suife 375, Charlotte, North Carolina 28211 NEW CONCRETE WALL — STAINLESS STEEL BOLTS PIPE, 6° DIA MAX EXISTING CONCRETE WALL - WALL PIPE AS REQf NONSHRINK GROUT #5 DOWELS WITH S HOOK 01211 TYP EA DOWEL ADHESIVE, 1 1509 211 WALL PIPE WITH INTEGRAL WATERSTOP (PExPE) —COMPRESSIBLE LINK TYPE SEAL, TWO REQUIRED FOR WALL THICKNESS GREATER THAN 10° —FOR PIPE DIA 411 AND LESS, THE WALL PENETRATION FOR EXISTING WALLS MAY BE CORE DRILLED AND SEALED WITH COMPRESSIBLE LINK TYPE SEAL. NONSHRINK GROUT NOTES: 1. ALL WALL PIPES SHALL BE CAST UNLESS OTHERWISE NOTED. 2. PROVIDE PIPE JOINT WITHIN TWO (2) FEET OF EXTERIOR FACE OF WALL AT CONNECTION TO ALL NEW AND EXISTING STRUCTURES OR MANHOLES. RJxPE OR MJxPE, SEE PIPE SCHEDULE IN SPECIFICATIONS FOR CONNECTING PIPE NONSHRINK GROUT PIPE 1509204 NEW CONCRETE WALL WALL PIPE WITH INTEGRAL WATERSTOP. DRILL AND TAP FOR STUD BOLTS. NONSHRINK GROUT EXISTING CONCRETE WALL EXISTING CONCRETE WALL 11/2"x5/8" DEEP SEALANT - BOTH SIDES (MAKE AIRTIGHT) PREMOLDED JOINT FILLER, CUT CONCRETE MASONRY WRAP AROUND PIPE UNITS AS REQUIRED /w F— CONCRETE MASONRY rt UNIT WALL V CAULKED WALL PENETRATION 1509217 TWO #5 BARS, ALL AROUND TWO STRIPS OF EXPANDING RUBBER WATERSTOP. EACH STRIP SHALL BE LAPPED 411, WITH THE LAP ABUTTING SIDE BY SIDE. LAPS SHALL BE STAGGERED. BED OF SEALANT OR ADHESIVE BETWEEN WATERSTOP AND CONCRETE 1�36��1►[eiK�P►[y:�il��4_1�� NOTES: ALL OPENINGS SHALL BE SAWCUT OR (SINGLE) CORE DRILLED AS REQUIRED. USE OF JACKHAMMERS OR STITCH DRILLING IS NOT PERMITTED. THE PERIMETER SURFACE OF THE OPENING SHALL BE SMOOTH. inston -Salem Forsyth County Cf /County Utilities CWater • Sewer • Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM WATERSTOP 1509222 MISCELLANEOUS STANDARD DETAILS THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 &2 D8 SHEET OF LLI CC 0 a J LLI !Y M 1 I� ALL WARNING SIGNS TO BE A MINKIUM OF 35 " X 36 " AND TO BE LUMINOUS WHEN L5€D AT NIGHT. ICONSMIJCTION 500' R0IC ONE LANE CON5TIR TICIN ROhD ! AHEAD AHEAD WARNING SIGNS INDICATING DAILY COND ONS ONE LANE ROAD ITT Ca AHEAD, FLAG Tale) SHALL BE BAGGED OR REMOVED AT THE END OF EACH DAY AKD REINSTALLED AT THE BEGINNING OF THE NEXT WOW DAY. N.T.S. REVISED 9 -D1 -04 E5aa ' VAR I E5 FLAGMAN WITH STOP -SLOW PADDLE 1 OD' TO 200 ' FC 1•R,4F I CONES 1 Ulf I 1 OLE MAX. FLAGMAN WITH FLAGMAN STOP -SLOW PADDLE STANDARD LAYOUT FOR SIGNING C04SMUCT10M AND MAINTENANCE OPERA71ONS ON TWO LANE HIGHWAYS WHERE ONE LANE S I CLOSFA, FI AGIbfM VARIES 400' END CONSTRUCTION WARNING SIGN SEQUENCE IN-j OPPOSITE DIKE N L`TI0 SAME AS SHOWN ABOVE. CITY OF WINSTON—SALEM DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION SIGNING CONSTRUCTION OPERATIONS �Y APPROVEID MILL & PATCH METHOD (OPTION A) (FOR STATE MAINTAINED ROADS) CENTER OF PATCH EXTENT aF THE MILL AND ASPHALT INLAY T4 BE DETERMINED BY THE ENGINEER SAVE CUT FOR SAW CUT TRENCH SO TOTAL WIDTH OF PAVEMEW FOR TRENCH EDX PRIOR 7O IdIUJt1G CUT = WIDTH OF TRENCH BOO( EXISTING PRIOR rr I,iq Jl<tG PAVEMENT MILL 1 -1/2" AND REPLACE WITH SF9.5A ff F 4" I19 -013 PAVEMENT �! / ,15 1/2" B25.0 STRUCTURE (COMPACTED 2 LAYERS) /// r TRENCH BOLE ..� It �•^ ,� � 5' MAXIMUM WIDTH E PAVEMENT STRUCTURE c til i SHOWN IS THE MINIMUM FLOWAEU FILL (CONCRETE) I rr- I' aHAVNG A IGO -2OO PSI PAVI;IJEAfT STRUCTURE FOR "`�� 1NA7iIlalL11M C9hdPF1ES5LIWlF SURFACE, INTERMEDIATE & i��_ _y STREKTH AT 28 DAY'S , BASE LAYERS TO BE USED I } OR OTHER MATERIAL AS {f UNLESS OTHERWISE DIRECTED IIf'1 }� 41 ED BY THE ENGINEER. I }r FLOwABtE FILL MUST'. ` !�i B' THE ENGINEER_ SAW CUTS TO ,APPROV NOT CONTACT PIPE BE PERPENDICULAR TO SURFACE. 1 Y° wlll_� i 1 .y ' • „ • r �- +�� - -; FACE OF CUTS TO BE NILO. -1 (TI FT1C BfriRIHG ROAD Pi ATE "+�I } CLEAN AND STRAPrHT. TACT{ COAT •CR STEEL PLATE TO BE USED }i- ' ' LY _t FOR 24 HOUR$ DURING ° "� t�r TO BE APPLIED TO ALL EXIST114G i-rl CURING OF Co1NCI lE}r ;'�It' < ASPHALT SURFACES PRIOR TO 1 �eQo-QCaD a�,ran D i' l�� - PLACING NEW ASPHALT. SlJrrA#3L7r SACKFILL WILL BE R PRORDSEa _ EECIUIRED ABOVE STONE, IN ,` rQ UTILITY PLACE OF FLlDWABLE FILL, F 1 -��: COVER M GREATER T•FM 3". Uo UaD aB Fi ` i} O 4 0 IF ❑ K} UNDISTURBED - ,�� - -y -� aoan4o °a"❑ n °4�a °U °4° I 1 °`_. aa00 Oa 000'}o Q° QaanW }}¢°A C. na oo SOIL a o o o a a ° C - f• � '� Ii STAHILIZATIDN STONE a a n TO TOP OF PIPE ai t "PROFILE VIEW" NOTE: THE SUITAa,81_E BACKFILL SHALL BE MADE iN 6' LAYERS AND SHALT_ BE COMPACTED T4 AT LEAST 95% OF STANDARD DENSITY MHTO METHOD T -99). EACH LAYER MUST BE THOROUGHLY TAMPED EIY A MECHANICAL TAMP BEFORE THE NEXT LAYER IS PLACER. ALL ASPHALT PAVEMENT REPLACED SHALL BE IN• ACCORDANCE WITH THE MOST CURRENT N.G.D.O.T. STANDARDS SPECIFICATIONS. BASE COURSE DENSITY SHALL BE 10095, CITY OF WINSTON —SALEM DEPARTMENT OF PUBLIC WORKS ENGINEERING [DIVISION N.T.S. R1 =vISEo 2 -7-05 APPROVED 1 1 REGULATORY APPROVAL NO. ISSUED FOR DESIGNED — DRAWN CHECKED PROJ. ENGR, 4/14 H & S DATE BY APPROVED WS WS V1I- ASPHALT PAVEMENT REPAIR (FOR NON- -STATE MAINTAINED ROADS) CENTER !OF PATCH 2' I 2' 'I,s "G j PAVEMENT j SAW CUT TOTAL WIDTH BENCH MEANT + �' = WIDTH OF SAW cLrr 2 SF 9.5A f ' i •� f= '• EXISTING f- f - Tu>a�, S1;RUC _ �' ,•ti ". \. 3.f r`i- r' -fir f � }�f - f f { 4 s =11 - t 1 I yr- rr i i 12 SUBGRADE ! 1 `f 1 +_�.{ -� UNDISTURBED -lj - �ll SOIL AV �k � PA4!� CJ 4 j�= Mlle. PROPOSED MIN. ^STABILIZATION STONE: +� IF REQUIRED BY EN NEER) .>, �. W �-�, , -- ti 11._..34 -- : •-E i.. � ti --�I y + THE BACKFILL SHALL BE MADE IN 6" LAYERS ARID SHALL BE COMPACTED TO AT LEAST 939E OF STANDARD DENSITY (AASHTO METHOD T -99). EACH LAYER MUST SE THOROUGHLY TAMPED BY A MECHANICAL TAMP BEFORE THE NEXT LAYER IS PLACED. ALL ASPHALT PAVEMENT REPLACED SHALL. BE IN ACCORDANCE WITH THE MOST CURRE'+IT N.C.D.4.T, STANDARD SPEDIFICATIONS. EASE COURSE DENSTY AND SUBGRADE DENS" SHALL BE 100%. CITY OF WINSTON—SALEM DEPARTMENT OF PUBLIC WARDS ENGINEERING DIVISION N.T.S. REVISED 6 -16 -11 OVERLAY & PATCH METHOD (OPTION D) (FOR STATE MAINTAINED ROADS) CENTER OF PATCH{ EXTERLOF THE OVERLAY TO BE DETERKINED BY THE EIWGINEER TOTAL. WPM Or PAVEMENT SAW CUT CUr = WIDTH OF TREI•IOFI BOX SAW GUT EXISTING 6VERLOkY WITH 1-1/2" SF9.SA �n UNDISTUR SOIL 5 1/2' 825.018 /�/ /(COMPACTED 2 LAYERS) • TFiEN61J BOli - 5' i+4Ax1mum WIDTH { FLOW LE FILL (CONCR _TE) e nHAYIL�IG A 1OE1~2UO PSI MAXIMUM CO PRESSNE -` • . _ STRENM AT 28 DAYS f ON OTHER MATOLAL A$ ; AAP9RMO BY THE OWANEER. •• - FLOIFAI9LE FILL MUST; " NOT CONTACT PIPE. ' - ORAFFTC EIEWNG ROAD PLATE' -Oft STEEL PLATE TO BE USM FOR 24 HOURS DURW CURNG OF C4NCiZOiEj a �. ]QI7 ❑G� 9�57�4¢ a.MEN. PRCF'OSM �AIlN_ aw �+y 1 r4a UTILITY a 'c1 lA a v o a o a aana44 Catl�4fl a4aa0aQa a�aa8afl 3 °a�4aOdD 4 °a4�Da4�Oa o k a n o o a a o o ss a aaaavaa�'?nD�y na °oac�aaaa°° anW }6daoan °n° 4Oao4a °a Q�1S 3_tY_A_6_6b_ o D "PROFILE VIEW" THE PAVEMENT STRUCTURE SHOWN IS THE MINLMUM PAVEMENT STRUCTURE FOR SURFACE, INTERMEDIATE & BASE LAYERS T4 BE USED UNLESS OTHERWISE DIRECTED BY THE ENGINEER. SAW CUTS TO BE PERPENDICULAR TO SURFACE. FACE 0= CUTS TO BE MEAT, CLEAN AND STRAIGHT. TACK COAT TO BE APPLIED TO ALL EXISTING ASPHALT SURFACES PRIOR TO PLACING NEW ASPHALT. "%SUITAR E BAsCKIFLL WILL BE REQUIRED ABOVE STONE, IN PLACE OF FLOWABLE FILL, IF COVER IS GREATER THA 3'. STABILIZATION STONE TO TOP OF PIPE NOTE: THE SUITABLE BACKFILL SHALL 19E MACE IN G" LAYERS AND SHALL BE COMPACTED TAD AT LEAST 95K OF STANDARD DENSITY [AASHTO METHOD T -99). EACH LAYER MUST BE THOROUGHLY TAMPED 13Y A MECHANICAL TAMP BEFORE THE NEXT LAYER IS PLACER]. ALL ASPWL,T PAVEMENT REPLACED SHALL BE IN ACCORDANCE WITH THE MOST CURRENT N- C- D -O.T_ STANDARDS SPECIFICATIONS. BASE COURSE 0ENSrIY SHALL BE 100 %_ CITY OF WINSTON —SALEM DEPARTMENT OF PUBLIC WORKS ENGINEERING DI:VISI€ N N.T.S. REVISED 2 -7 -05 APPRMD C A R�\ Q�oF ESS /0/9 SEAL 025221 75�7 41-1 7, S, �P� vu- APPROVED ASPHALT IY �s a� M i y !ri" TRENCH BOX MAXIMUM YIAOTH = 5' �_ �s 1' SAW CUTS T4 8E PERPENDICULAR -- `i .- TO SURFACE. FACE OF CUTS T4 - y BE NEAT, CLEAN AND STRAIGHT. A�° TACK COAT TO BE APPLIED T 4 1 r- �, �_- ALL ExiSTINO ASPHALT SURFACES CENTER OF PATCH FOUR FOOT MANHOLE TO BE 2' I 1 2' PRIOR TO PLACING NEW ASPHALT. FOR PIPE WITH A DIAMETER y.- i PAVEMENT Ii OF LESS THAN 18" UNLESS OTHER - LOAD, USE OF A FLAT TOP MKFILL (SEE NOTES) OF PAVEMENT CUT = VADTTH OF SAW CUT MUST BE A,PP'RUVED 13Y THE TRENCH BOX + 4' SAW CUT l SHEET S F 9.5A .. 1•_ .. s :1f •" �,1 `ice= - - _ `f 1 +_�.{ -� UNDISTURBED -lj - �ll SOIL AV �k � PA4!� CJ 4 j�= Mlle. PROPOSED MIN. ^STABILIZATION STONE: +� IF REQUIRED BY EN NEER) .>, �. W �-�, , -- ti 11._..34 -- : •-E i.. � ti --�I y + THE BACKFILL SHALL BE MADE IN 6" LAYERS ARID SHALL BE COMPACTED TO AT LEAST 939E OF STANDARD DENSITY (AASHTO METHOD T -99). EACH LAYER MUST SE THOROUGHLY TAMPED BY A MECHANICAL TAMP BEFORE THE NEXT LAYER IS PLACED. ALL ASPHALT PAVEMENT REPLACED SHALL. BE IN ACCORDANCE WITH THE MOST CURRE'+IT N.C.D.4.T, STANDARD SPEDIFICATIONS. EASE COURSE DENSTY AND SUBGRADE DENS" SHALL BE 100%. CITY OF WINSTON—SALEM DEPARTMENT OF PUBLIC WARDS ENGINEERING DIVISION N.T.S. REVISED 6 -16 -11 OVERLAY & PATCH METHOD (OPTION D) (FOR STATE MAINTAINED ROADS) CENTER OF PATCH{ EXTERLOF THE OVERLAY TO BE DETERKINED BY THE EIWGINEER TOTAL. WPM Or PAVEMENT SAW CUT CUr = WIDTH OF TREI•IOFI BOX SAW GUT EXISTING 6VERLOkY WITH 1-1/2" SF9.SA �n UNDISTUR SOIL 5 1/2' 825.018 /�/ /(COMPACTED 2 LAYERS) • TFiEN61J BOli - 5' i+4Ax1mum WIDTH { FLOW LE FILL (CONCR _TE) e nHAYIL�IG A 1OE1~2UO PSI MAXIMUM CO PRESSNE -` • . _ STRENM AT 28 DAYS f ON OTHER MATOLAL A$ ; AAP9RMO BY THE OWANEER. •• - FLOIFAI9LE FILL MUST; " NOT CONTACT PIPE. ' - ORAFFTC EIEWNG ROAD PLATE' -Oft STEEL PLATE TO BE USM FOR 24 HOURS DURW CURNG OF C4NCiZOiEj a �. ]QI7 ❑G� 9�57�4¢ a.MEN. PRCF'OSM �AIlN_ aw �+y 1 r4a UTILITY a 'c1 lA a v o a o a aana44 Catl�4fl a4aa0aQa a�aa8afl 3 °a�4aOdD 4 °a4�Da4�Oa o k a n o o a a o o ss a aaaavaa�'?nD�y na °oac�aaaa°° anW }6daoan °n° 4Oao4a °a Q�1S 3_tY_A_6_6b_ o D "PROFILE VIEW" THE PAVEMENT STRUCTURE SHOWN IS THE MINLMUM PAVEMENT STRUCTURE FOR SURFACE, INTERMEDIATE & BASE LAYERS T4 BE USED UNLESS OTHERWISE DIRECTED BY THE ENGINEER. SAW CUTS TO BE PERPENDICULAR TO SURFACE. FACE 0= CUTS TO BE MEAT, CLEAN AND STRAIGHT. TACK COAT TO BE APPLIED TO ALL EXISTING ASPHALT SURFACES PRIOR TO PLACING NEW ASPHALT. "%SUITAR E BAsCKIFLL WILL BE REQUIRED ABOVE STONE, IN PLACE OF FLOWABLE FILL, IF COVER IS GREATER THA 3'. STABILIZATION STONE TO TOP OF PIPE NOTE: THE SUITABLE BACKFILL SHALL 19E MACE IN G" LAYERS AND SHALL BE COMPACTED TAD AT LEAST 95K OF STANDARD DENSITY [AASHTO METHOD T -99). EACH LAYER MUST BE THOROUGHLY TAMPED 13Y A MECHANICAL TAMP BEFORE THE NEXT LAYER IS PLACER]. ALL ASPWL,T PAVEMENT REPLACED SHALL BE IN ACCORDANCE WITH THE MOST CURRENT N- C- D -O.T_ STANDARDS SPECIFICATIONS. BASE COURSE 0ENSrIY SHALL BE 100 %_ CITY OF WINSTON —SALEM DEPARTMENT OF PUBLIC WORKS ENGINEERING DI:VISI€ N N.T.S. REVISED 2 -7 -05 APPRMD C A R�\ Q�oF ESS /0/9 SEAL 025221 75�7 41-1 7, S, �P� vu- APPROVED ASPHALT DRIVEWAY REPAIR FELT TOP SECTIONS USES} H & S JOB CENTER OF PATCH FOUR FOOT MANHOLE TO BE 2' I 1 2' EXISTING FOR PIPE WITH A DIAMETER SUPPORT AN H -20 WHEEL PAVEMENT CONTRACT OF LESS THAN 18" UNLESS OTHER - LOAD, USE OF A FLAT TOP TOTAL WIDTH OF PAVEMENT CUT = VADTTH OF SAW CUT MUST BE A,PP'RUVED 13Y THE TRENCH BOX + 4' SAW CUT _ SHEET S F 9.5A .. 1•_ .. s :1f •" �,1 `ice= - - _ EXIS1iNG f� •f 'f- P161'�E�ENTff- f - �. / rJfr r r '�.' r ' %sr .•f. �rf, �f lr-'•ff _ f'r ABC, �'STRUGTUR - RING AND COVER- ytiI _ r e �} IA. ii BOLTED TO QQNE L l• L .1 .. , , -.i 12' SL.IBfsIRADE r i I y` TRENCH BOX MAXIMUM 1NIDTH = 5' z r l� ' f (1 r �1 BAcKnLL (SEE NOTES) ,` SAW CUTS TO BE PERPENDICULAR TO SURFACE. FACE OF GUTS To BE NEA T , CLEAN AND STRAIGHT. j TACK COAT TO BE APPLIED TO • ALL EXISTING ASPHALT SURFACES PRIOR To PLACING NEW ASPHALT. --�- UNDISTURBED SOIL MIN. MIN. UTILITY 1' ^�l iq .. STABIL.i7,hTION STONE REQiII#7Ed BY ENGINEIER) 1 jS THE 8ACCKFILL SHALT_ BE MADE IN 6" LAYERS AND SHALL BE COMPACTED TO AT LEAST 95% OF STANDARD DENSITY (AASHTO METHOD T -99). EACH LAYER MUST 13E THOROUGHLY TAMPED ELY A MECHANICAL TAMP BEFORE THE NEXT LAYER IS PLAI,E€}. ALL ASPHALT PAVEMENT REPLACED SHALL BE IN ACCORDANCE WITH THE MOST CURFrENT N.C.O.O.T. STANDARD SPECIFICATIONS. BASE COURSE DENSITY AND SLBGRADE DENSITY SHALL BE '100 %. CITY OF WINSTON —SALEM DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION•' APPROVED N.T.S. REVISED 6•-- 16-••11 V11 -2 SAW CUT & PATCH METHOD (OPTION C) (FOR STATE MAINTAINED ROADS) CENTER IF PATCH 2' 2' I KISTING gVEME9T TOTAL WIDTH OF PAVEMENT OUT = WIDTH OF TRENCH BOX + 4' SAW CUT --\. l 1/2" SF!k5,A SAW CUT 4" 119.0 8` Y rEXISTI#�G ` 825. 08 , fPA►fEMIEhfT (COMPACTED 2 LAYERS} STRUCTI JRF $ R BOX �J {f/ TRENCH BV'Aa 5' MAXIMUM VIIDTFi ' FLOWABLE FILL (CUNOREtE]R kr.4 -'; THE PAVEMENT STRUCTURE 1 +HAVING A 1Db -2DD PSI I � SHOWN IS THE LuSNIMt1M u MAXIMUM COMPRESSIVE .. `r_j'� PAVEMENT 5IRUCTURE FOR �1 STRENGTH AT 28 DAYS SURFACE, INTERMEDIATE & OR OTHER MATEWL AS BASE LAYERS TO BE USED APPROVED BY THE ENGINI ` ` ` FLO*AEIL.E FILL MUST; UNLESS OTHERWISE DIRECTED { WDT CONrAICT PIPE. I� 1 , BY THE ENGINEER_ SAVM CUTS TO l -1 i (TRAFFIC �TE" r� �t - 9E PERPENDICULAR 7C SURFACE. y� 1 .OFT STEEL PLATE TO BE USED I l!_� l ��1 FACE OF CUTS TT7 8E NEAT, l FOR 24 HOURS IDURNG' ". l CLEAN AND STRAIGHT. TACK COAT CURING vF �IUCR�IE }�x kk 1 TO BE APPLIED TO ALL EXISTING _ -'Or'4 ASPHALT SURFACES PRIOR TD PLACING NEW ASPHALT. 1 MIN.•° f PROPOSED r SUITABLE BACKFILL HALL BE ❑ 4 °gin nyl'4o. }I { REQUIRES} ABOVE STIONE, IN PLACE OF FLOW►IBLE FKA, IF �! ° a' 0 1 O O ❑ -�� I COVER IS GREATER THAN i'1, l'vQO`� � °� wryer °a ❑d _ 1_ �C+4U Ls ❑04179{14 G� f -� a .3 s a s r�'❑ o a _ 1 n�csi7n °aaa °° °aqa °o- °o�oflo�'._� UNDISTURBED r - -_ ti a o ° ❑ o ° ❑ a a -. -'L { o 0 o a n o- a a 4 a '� Ia 1 S01L } f 'f l _ STAOILJZATION STONE ��1��1♦1 TO TOP OF PIPE "PROFILE VIEW" NOTE: THE SUITABLE BACKFILL SHALL BE MADE IN 5" LAYERS AND SHALL BE COMPACTED TO AT LEAST 95% OF STANDARD DENSITY (AASHTO METHOD T• --49)_ EACH LAYER MUST BE THOROUGHLY TAMPED BY A MECHANICAL TAMP BEFORE THE NEXT LAYER IS PLACED. ALL ASPHALT PAVEMENT REPLA CILID SHALL BE IN ACCOROMCE WITH THE MOST CURRENT N.0.0.0 -T. STANWDS SPECIFICATIONS. VASE COURSE DENS SHALL EE 100%. CITY OF WINSTON—SALEM DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION N.T.S. REVISE} 2 -7--05 MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suite 375, Charlotte, Norfh Carolina 28211 APPROVED V11-6 +i H -2r CONCRETE PAVEMENT DRIVEWAY REPAIR CENTER F PATCH �, O I 2, r TOTAL WIDTH OF PAVEMENT CUT = WIDTH OF SAW CUT TRENCH BOX + 4' SAW CUT 7 EXIST. PA11EMEAT .NEVf CLASS "A" CONCRETE PAVEMENT 1° yDEEPER THAN �XI P hiENT s - EXISTING GONGRETE PAVEMENT THICKNESS t6" LAIN•) ,� . i� - -' ��- ^� ~_ A E easy A5` i'7. P�TE nIRECTED TTY E Oil MI9 .� 1- S I S y ' - - - L S 1 -1 - y l �•-v - _ 1 k� - 2" • SUBGRAl7E 1 - _ yl• TRENCH MA.XCMUM WIDTH -s - k �� - -- -- - -- --- _ w aaci t=ni -(sue 'L o s ) - . ,Y - 1 - -- - r1 mwlv - - .. = =- t_+ �1 L i y jet �_ -- _ '_ _ _ - _ -- _ _- ? g ? -:_ �� '�• - - ri�.l•; PROPOSE -- �'IuiIN• -- t =�-L; �- -- UNDISTURBED I TTY 1 1- /,1 L y = - -_ - -- - __ - _ ,�, l - T SDI' ,- t ; S'f 7ATTON STD E WHERE THE EDGE OF THE PATCH OR SECTION OF REMOVED PAVEMENT IS LESS THAN 10' FROM A TRANSVERSE EXPANSION OR CONTRACTION JOINT OR CRACK, THE ENTIRE SECTION OF PAVEMENT SHALL BE REMOVED UP T4 THE JOINT OR CRACK AND REPLACED WITH NEW CONCRETE AND ABC STONE IN ACCORDANCE WITH THE MOST CURRENT N.C- D_C.T_ STANDARD SPECIFICATIONS. THE BACKFILL SHALL BE MADE Its 6" LAYERS AND SRALL BE COMPACTED TO AT LEAST 95% OF STANDARD DENSITY (AASHTO METHOD T -99). EACH LAYER MUST BE THOROUGHLY TAMPED UY A MECHANICAL TAMP BEFORE THE NEXT LAYER IS PLACED. STONE ]BASE AND 5USGRAOE DENSITY SHALL BE 100%c CITY OF WINSTON —SALEM DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION APPROVED N.T.5_ RDISED 9 -20 -01 4 FT. PRECAST REINFORCED CONCRETE MANHOLE FELT TOP SECTIONS USES} H & S JOB FOUR FOOT MANHOLE TO BE SHALL BE DESIGNED TO 32245 -000 INCH LONG ON FOR PIPE WITH A DIAMETER SUPPORT AN H -20 WHEEL CONTRACT OF LESS THAN 18" UNLESS OTHER - LOAD, USE OF A FLAT TOP NUMBER NUMBER WISE SPECIFIED BY THE ENGINEER,. MUST BE A,PP'RUVED 13Y THE D9 SHEET ENGINEER. TYPE 1 OR 2 TYPE 1 OR AI �ER 2 RING AND COVER- TYPE 2 TO SE BOLTED TO QQNE PRECAST CONCRETE MANHOLES SHALL W1 4 -TYPE 304 CONFORM TO ASTM C -478. MANHOLES STAMLESS STEEL MUST BE ALLOWE€} TC CURE A MIN - EXPANSION ANCHORS MUM ❑F 3 DAYS PRIOR TO SHIPMENT. (3f4" HILTI i{VYIIi BOLT II THE DATE OF MANUFACTURE AND NAME OR APPROVED EQUAL) OF MANUFACTURER SHALL BE ON ALL MANHOLE SECTIONS. QONCRETE SHALL BE 4,000 PSI. CIRCUMFERENTIAL MM. 3 COURSES OF BRICK REINFORCEMENT WILL BE PLACED AT A (8 IN.) OR 2 -5' GRADE MINIMUM OF 0.12 SQ. INS. PER RINGS MAY BE ADDED LINEAL FOOT, VERTICALLY. (NOT ALLOWED WITH TYPE 2 RING &COVER) BUTYL RUBBER GASKET MAX 24" FROM � TOP OF RING & COVER TO TOP STEP - TOP STEP MUST BE IN CONE SECTION ECCENTRIC CONE SECTION STEPS NOT TO BE PLACED OVER INFLUENT OR EF- FLUENT PIPES. STEPS TO BE ALONG VERTICAL WALL SURFACE FROM SHELF TO MAX.22'• TOP OF CONE. NOTE: DO NOT BOLT RING T4 CONE IF DIRT OR CONCRETE SURROUNDS 6" . BASE SECTION CITY OF WINSTON —SALEM DEPARTMENT OF PUB-LC WORDS ENGINEERING DIVISION N.T.S. RNSED 9 -1 -08 APPROVED UNDER RLNG AN ALL GRADE RINGS FORSHEDA 114 OR BUTYL RUBBER GASKET IN ALL JOINTS_ JOINTS ON OLYMDE OF MAWOLE TO BE WRAPPED WITH 6' WIDE BUTYL .ADHESIVE TAPE. ALL LIFT HOLES SHALL BE COMPLETELY Fl WIT�f NON- SHRINK GROUT AFTER MANHOLE IS SET. RISER SECTION 16" O.C. �r FLEXIBLE CONNECTOR 4' -0" THE RING (EX: YARD, SHOULDER. ETC.) Winston -Salem • Forsyth County i 'County Utilities Water IF Sewer IF Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM P1I -0 CITY OF WINSTON -SALEM STANDARD DETAILS VI1- THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 &2 D9 SHEET OF ►i 1'f IZ 0 Q J W 1 REGULATORY APPROVAL NO. ISSUED FOR DESIGNED WS DRAWN WS CHECKED PROJ. ENGR. 4/14 H &S DATE BY I APPROVED 5 FT, PRECAST REINFORCED CONCRETE MANHOLE FLAT TOP SECTIONS USED SHALL HE DESIGNED TO FIVE FOOT MANHOLE TO BE SUP-PORT AN €{ -20 WHEEL USED FOR PIPE WITH A DIAMIETER LOAD. USE OF A FLAT TOP OF 1 a" OR GREATER, UNLESS MUST BE APPROVED BY THE OTHERWISE SPECIFIED BY THE ENGINEER. ENGINEER. TYPE 1 OR 2 RING AND GQVER TYPE 2 TO BE BOLTED TO CONE 'iNj4 —TYPE 304 STAINLESS STEEL. EXPANISION ANCHORS (3/4" HILTI 1(WIK BOLT li OR APPROVED EQUAL) MAX. 3 COURSES OF BRICK (S IN.) OR 2 -5" GRADE RINGS MAY BE ADDED VERTIC LLY, I (NOT ALLOWED W/TYPE 2 RING AND COVER) MAX 24" FROM TOP OF RING k COVER TO TOP STEP— TOP STEP MUST BE IN COIF SECTION ECCENTRIC —} CONE SECTION STEPS NOT TO 13E PLACED EY&R INFLUENT OR EF- FLUENT PIPES. STEPS TO BE ALONG VERTICAL WAIL SURFACE FROM SHELF TO TOP OF CONE. NOTE! DO NOT BOLT RING TO CONE IF DIRT OR DONCRETE SURRCUNCS TI-,E RING (EX: YARD, SHOULDER, ETC• 15° Q.C. MAx.22° PRECAST CONCRETE MANHOLES SHALL CONFORM TO ASTIN C -478. MANHOLES MUST BE ALLOWED TO CURE A M114- IMUM OF 3 DAYS PRIOR TO SHIPMENT. THE DATE OF MANUFACTURE AND NAME OF MANUFACTURER SHALL BE ON ALL MANHOLE SECTIONS. CONCRETE SHALL BE 4,449 PSI, CIRCUMFERENTIAL. REINFORCEMENT WILL BE PLACED AT A MINIMUM OF 0.15 SCI. INS. PER LINEAL FOOT. BUTYL RUBBER GAIT UNDER RING AND ALL GRADE RINGS O —RING OR BUTYL RUBBER GASKET IN ALL JOINTS. JOINTS ON OUTSIDE OF MFANHOLE TO BE WRAPPED 'WITH 6" WIDE BUTYL. ADHESIVE TAPE. ALL LIFT HOLES SHALL BE COMPLETELY FILLED WITH NON—SHRINK GROUT AFTER MAN HOLE IS SET. RISER SECTION —MINI. B' FROM SHELF TO 5' X 4' TRANSITION CONE. .r FLEXIBLE CONNECTOR SASE SE.CT14N CITY OF WINSTON- SALEM DEPARTMENT OF PUBLIC WORKS ENGINEEIRIklr% NIUISiON N. T. S. REVISED 9-1-08 APPROVED YEI -S TYPE "B }' 4' & 5' PRECAST REINFORCED CONCRETE MANHOLE 2 FEET ABOVE THE 1OL} ----,, YEAR FLOOD ELEVATION FLANGED JOINTS k COVER, TYPE 3 CAST IN IP AT CONCRETE PLANT- PIPE TO BE CAST IN WH AT CONCRETE PLANT. 2— FLANGED 90° D.I. BENDS (SHORT RADIUS) OR FLANGED D.E. RETURN REND_ /TYPE 304 STAINLESS STEEL SCREEN (18 x 16 MESH) MIN.45" LCOMPANION FLANGE WITH RAT TOP 4" OPENING, H & S JOB NUMBER 3" 4" D.I. PIPE. INCH LONG ON 0 RING JOINT OR DRAWING FCIRSHEOA 114 NUMBER OR BUTYL RUBIBIER. 4" LD.17_I. WALLPIPE _ CAST IN 14tH TO P SHEET OF MANHOLE TO CONFORM TO CITY STANDARD DETAILS FOR 4' AMC) I FOR 5' PRECAST CONCRETE MANHOLES. 4' -0" OR 5' -4" NOTE: ALL MANHOLES SHALL HAVE WALL PIPE INSTALLED. IF NO VENT IS SHOWN ON ENG4NEERS DRAWING, WALL PIPE SHALL BE CAPPED WITH 4" D.I. BLIND RAGE. CITY OF WINSTON -SALEM DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION ��-•� N.T.S. REVISED 9 -1 -08 APPROVED FLEXIBLE MANHOLE CONNECTOR NOTE: FLEXIBLE MANHOLE CONNECTORS SHALL CONFORM TO ASTM C923. CONNECTORS BY PRESS —SEAL GASKET CORMRATION, HAMILTON SENT' OR NPC, INC. ARE ACCEPTABLE MAXIMUM DEFLECTION FOR CONNECTOR IS 7- (12 %). SLOPES GREATER THAN 129 MUST HAVE CONNECTORS DESIGNEG FOR HIGHER DEFLECTION. mIN. 5" WALL ALL STAINLESS STEEL EXPANSION RING STAINLESS STEEL CLAMP (2 REQUIRED FOR 15" V -C. AND ABOVE) MANHOLE BUILT OVER EXISTING LINE NEW SEVER UNE WATERPROOFING FLEXIBLE CONNECTOR i WATERPROOFING CONCRETE COLLAR 6" ALL AROUND PIPE LCu � (TYP.) # I I 5 I I k i I STABILIZATION STONE EXTENDED 12'PAST CONCRETE BASE OR TO THE UNDISTURBED EARTH. HORSESHOE E MH BASE I r 'ra r �i � L7CISTUN SEVI R 1. PLACE HORSESHOE M1H BASE IN WET CONCRETE (4000 PSI). 2. AFTER CONCRETE SETS CORE HOLE & SET NEW SEWER LINE. 3. GUT OUT TOP HALF OF EXISTING PIPE. FINISH INVERTS do WATLRPR04F ALL COLD ,JOINTS do WUND ALL PIPE. . POUR CONCRETE COLLARS_ 15" M SEWER LINE — EXISTING SEWER LINE I If CONCRETE BLOC IKS- "� 4 MAX. STABILIZATION �4 #I PLACE STABIUZATION STONE STONE UNDER COLLAR OR POUR CONCRETE £ SECTION TO UNDMRUBED EW2TH (TYPICAL). CITE OF WINSTON- SALEM dl= F }ARTPAENT Off' PUBLIC WOR14S ENGINEERING DIVISION L.a4T " SCAI.E�.._FvAsm 9• -1 —ae POLYPROPYLENE MANHOLE STEP F'L."I8LE CONWCTOR MONOLITHIC MANHOLE BASE �hilN. 5" WAIL. , /2 REI FIORCEVENT CITY OF WINSTON-SALEM DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION APFRDVM NOT m scou i1msm 9 -1 -OB �N CARO� S SI041 �9 SEAL 025221 �ifi FNGINEF -� �, \Fw S, N.TS. REVISED 9 -20 -01 VIE- 15 MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suite 375, Charlotte, Norfh Carolina 28211 SECTION A —A CITY OF WINSTON -SALEM DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION APPROVER Winston -Salem • Forsyth County i County Utilities Wader -Sewer •Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM Vil -19 CITY OF WINSTON -SALEM STANDARD DETAILS THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW MEASURES ONE H & S JOB NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 &2 D10 SHEET OF ►� 0 Q J W IY NOTE- :N LIEU OF WYE'S THE LATERAL MAY BE CONNECTED TO THE LWN USING A TAPPING MACHINE AND APPROVED Y Tk SADE]LE V£D B E ENGINEER. OR THE CONNECTION MAY BE MADE INTO A MANHOLE. Z KC E �F tr: O RING JOINT OR RUBBER GASKET '%--1/' 0 C.I. SOIL PIPE HEM 4Y YE. P -AN CONCRETE BLOCK TO BE POURED 18CP FROM WHERE CONNECTION ENTERS THE MAIN (NOT REQUIRED IF WYE IS USER). BLOCK WILL PROTErT MAIN! WHEN ROIODING. 1/16 C.I. SOIL POPE BEN NOTE: CONTRACTOR MAY EEIE ` REQUIRED T4 LAY CONNECTION AS SHOWN BY DASHED LINES Ir ELEVATION IS CRITICAL. N.T.S. REVISES} 9 -1 -08 1 REGULATORY APPROVAL NO. ISSUED FOR CITY STREET W/ STANDARD CURB. MUTE- DO NOT INSTALL C.O. INSIDE A FENCE. " C.O. --PLUG - USE ONE OF METHODS BELOW; 4" C.I. FERRULE W/ 1. BRASS CLEANCUT. 3° BRASS PLUG (3 2. C_I_ PLUG WITH 1/2" O.G. PLUG)- NO —HUB COUPLING. 1r_B" C.O. FLUSH WITH TOP OF PIPE BELL 3. QUICK SEAL PLUG g' 1'_2" (WITHIN 11V) (9Y FERWA). 4. "T " CONE EXPANDABLE STOPPER (ST --401 13Y - - ET00). 5. C.I. PLUG WITH - T RUBBER GASKET. 4' COMBINATION WYE AND 1/8 BEND. MINE. 5' TA!LPIEcCE- SECTION ED(TEND TC R —O —W OR UTILITY EASEMENT LINE (WHICHEVER IS 4" C.I_ SOIL PIPE. SERVICE WEIGHT FURTHEST FROM MAIN). Ll — -.1 L MIN. 1 % SLOPE MAMX 2 %S L 0 P I- PLUG JOINT'S SHALL BE RUBBER GASKET 0 RING JOINT OR CONNECTIONS TO OUTFAILS MUST HAVE 5' BETWEEN THE RIBBER GASKET OUTFAL_ & CLEANOUT. CONNECTIONS TO 15" OUTFAL LS & GREATER MUST RIF MADE INTO MANHOLE, CITY OF WINSTON-SALEM DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION 4" SEWER CONNECTION APPR[JVEQ DESIGNED WS DRAWN WS CHECKED PROJ. ENGR. 4/14 H &S DATE BY I APPROVED NOTES: 1. INSTALLATION TO BE THE SAME AS FOR 4" SEWER CONNECTION (DETAIL DRAWING ON PAGE 20). 2. CONTRACTOR MAY BE REQUIRED TO LAY CONNECTIONS AT 1% (REGARDLESS OF DEPTH) IN ORDER TO SEINE CUSTOMER. IN THIS CASE. 1 /8 BEND WILL NOT BE USED. 3. CONNECTIONS INTO MANHOLES MAY COME IN AT ANY ELEVATION AS LONG AS fF I5 DEEP ENOUGH TO SERVE CUSTOMER. (4' MINT. COVER) CITY STREET W/ STANDARD CUPERL ' MIM 1/8 C.I. SOIL PIPE BLEND 4" C.I. SOIL PIPE, SERVICE WEIGHT- WIN. 1Z SLOPE MAX. 2% SLOPE M i•= w;;;, 19 I BEEP ENOUGH TO SERVE CUSTOMER (4' MIN. COVER) PLUG 4" COMBINATION WYE AND 1/8 BEND 1/16 BEND IF SEWER 011YE 1S USED MAIN CITY OF WINSTON-SALEM WYE OR APPROVED DEPARTMENT OF PUBLIC WORKS TAPPING SADDLE ENGINEERING DIVISION 4 }J SEWER CONNECTION FOR DEEP MAINS N.T.S. REVISED 9 -20-01 APPROVED .._ Q�6 E S Sl G�9r 9 SEAL 025221 7i FNGINEF� \Fw S, MZEN AND SAWYER Environmental Engineers & Scientists 4944 Parkway Plaza Blvd, Suite 375, Charlotte, Norfh Carolina 28211 r= M.T.S. REVISED 9 -1 -05 Winston -Salem • Forsyth County County Utilities �c I W ater • Sewer •Solid Waste Disposal SOUTH FORK IMPROVEMENTS PROGRAM STANDARD 4' OR 5' MANHOLE ,,—CONCRETE TROUGH TO BE BUILT TO DIRECT FLOW FROM 6" CONNECTION TO EFFLUENT PIPE. B" C.I. SOIL PIPE. SERVICE WEIGHT- €' NIN, 1X SLOPE MAX, 2% SLOPE \—FLEX113LE CONNECTOR J094TS SHALL BE RUBBER WKET CITY OF WINSTON -SALEM DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION 6" SEWER CONNECTION 4" B" 4' C.I. SOIL PIPE s_RVICE WEIGHT. PLUG AS PER 4'— SEWER CONNECTION DRAWING COMBINATION WYE ANTI 1 /8 8EN0. CITY OF WINSTON -SALEM STANDARD DETAILS I APPROVED THE SCALE BAR DATE OCTOBER 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32245 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 &2 D11 SHEET OF Lu W IIr 0 Q J W 01Y