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Home My WebLink About20120816 Ver 1_More Info Received_20120910I��N AND S�wVER Environmental Engineers & Scientists September 5, 2012 Mr. Ian McMillan North Carolina Division of Water Quality 401/Wetlands Unit 1601 Mail Service Center Raleigh, North Carolina 27699 -1601 Hazen and Sawyer, P.C. 4011 WestChase Blvd. Raleigh, NC 27607 919 - 833 -7152 Fax: 919 -833 -1828 Re: DWQ # 12 -0816 Additional Information, Pre - Construction Notification, Friday Center Interceptor, Orange Water and Sewer Authority, Chapel Hill, Orange County, North Carolina Mr. McMillan, Please find enclosed a CD containing the design plans in TIFF format for the above referenced project, as requested. If you have any questions or require additional information, please contact me at 919.833.7152. Thank you for your assistance. Sincerely, HAZEN AND SAWYER, P.C. Keven Arrance Scientist Enclosure SEP a SOU4LI DE NR • WpT�S, tlaand3 $ sin,,,,,.._._ _ TY New York, NY • Armonk, NY . Woodbury, NY . Detroit, MI • Raleigh, NC • Charlotte, NC • Atlanta, GA • Fairfax, VA • Hollywood, FL • Boca Raton, FL • Fort Pierce, FL • Sarasota, FL • Miami, FL • Philadelphia, PA ROXBORO GRAN VILLE OXFORD PERSON 1 ORANGE WATER AND SEWER AUTHORITY 501 85 85 DURHAM ORANGE CHAPEL HILL RALEIGH 70 401 WAKE SEE LA 110N MAP A R Y 40 64 501 64 ORANGE COUNTY, NORTH CAROLINA HEN FRANKLIN i i i 264 PITTSBORO JOHNSTON 1 15 GARNER 401 70 / 40 SMITHFIELD , 95 � l i i LEE HARNETT i 10 5 0 5 10 20 SCALE IN MILES 50 301 701 VICINITY MAP 20120815 11:24A 0:\3 2194— RAL\32194- 002\drowings\Cenerol\Coversheet .dwg By.ENG Last Saved Hy: pselisker XREFs— ..\M19c\Vidn1ty Map,,.\Misc\Locotion Mop FRIDAY CENTER INTERCEPTOR OWASA C I P #276 -44 H &S JOB NO. 32194 -002 90% SUBMITTAL iDWASA JULY 2012 ffiZEN AND SAWYER Environmental Engineers & Scientists 4011 WestChase Blvd, Raleogh, North Carolina 27607 License Number: C -0381 N � OLD MASON 1 FgRM RD 1 l 1 MASON FARM WWWTP NOT TO SCALE J U i a a � U } FINLEY GOLF COURSE FRIDAY CENTER 1 o� THE CONE — KENFIELD TENNIS CENTER PROJECT DU�f ApyyFR _OCATION EASEMENT LOCATION MAP 54 r- W PEARL LN U w a �9 FF n ti9A� �Q O H z O U LL O LU z 0 I C) Z Q OC D z J LL Ir CL 20120815 11.24A 0: 32194 —RAL�3 2194- 002\drawlngs\General\X —I.dog Hy:ENG Last Saved By: eng XREFs— ..\TitlebIock\32194- 002TB,.,\Base\SP —ST _0 H U) Z 0 0 LL Lu C!) F_ 0 Z 0 0 -r • GENERAL NOTES DRAWING INDEX 1. UNLESS SHOWN OTHERWISE TO BE ABANDONED IN PLACE, ALL EXISTING GRAVITY SEWER PIPING SHALL 8. EXISTING UTILITIES ARE SHOWN FOR GENERAL INFORMATION ONLY AND MAY NOT BE ALL INCLUSIVE. BE REMVOED AND LEGALLY DISPOSED OF OFF SITE. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER CONTRACTOR IS TO DIG TEST PITS TO FIELD LOCATE ALL EXISTING UTILITIES THAT THE SEWER HIS PLAN FOR ULTIMATE DIPOSAL. GROSSES OR COMES IN CLOSE PROXIMITY TO WELL IN ADVANCE OF PIPELAYING OPERATORS TO DWG SHEET 2. ALL CONNECTIONS TO NEW AND EXISTING MANHOLES SHALL UTILIZE FLEXIBLE RUBBER BOOTS AS DETERMINE SIZE. ELEVATION AND LOCATION OF ALL UTILITIES. CONTRACTOR IS TO NOTIFY ENGINEER SPECIFIED IN THE PROJECT SPECIFICATIONS. WITHIN 48 HOURS OF ANY CONFLICTS BETWEEN EXISTING UTILITIES AND PROPOSED ROUTE OF SEWER COVER COVERSHEET TO ALL ADEQUATE TIME FOR ENGINEER AND OWNER TO CONSIDER REALIGNMENT OR CHANGES THAT 3. THE CONTRACTOR SHALL ACCESS THE CONSTRUCTION AREA BETWEEN MORGAN CREEK AND MAY BE REQUIRED. X -1 INDEX AND GENERAL NOTES APPROXIMATELY 23 +50 VIA THE TEMPORARY ACCESS CORRIDOR SHOWN ON DRAWING C -6. NO CONSTRUCTION ACCESS SHALL BE PERMITTED THRUGH THE PARKING AREA OF THE A.E. FINLEY GOLF 9. ALL SHORING WILL BE IN ACCORDANCE WITH OSHA TRENCHING STANDARDS PART 126, SUBPART P, C -1 STATION 0 +00 TO 10 +00 COURSE. AMENDED TO DATE. C -2 STATION 10 +00 TO 20 +00 10. PROVIDE TRAFFIC CONTROL, BARRIERS, TRENCH COVER, AND ALL ELSE REQUIRED TO PERFORM THE C -3 STATION 20 +00 TO 30 +00 4. THE CONTRACTOR SHALL PLACE NO MECHANIZED EQUIPMENT IN MORGAN CREEK, OR PLACE ANY C -4 STATION 30 +00 TO 40 +00 MATERIAL IN MORGAN CREEK FOR THE PURPOSE OF CROSSING THE CREEK WITH MECHANIZED WORK IN ACCORDANCE WITH NCDOT STANDARDS, TOWN OF CHAPEL HILL REQUIREMENTS, AND MUTCD C -5 STATION 40+00 TO 49 +00 EQUIPMENT. TEMPORARY WORK PLATFORMS MAY BE PLACED IN THE VICINITY OF THE PIERS REQUIRING AND THE TRAFFIC CONTROL PLANS INCLUDED HEREIN. C -6 STORAGE, STAGING, AND ACCESS MODIFICATION; HOWEVER, THE TEMPORARY PLATFORM SHALL BE REMOVED AT THE END OF EACH WORK 11. RESTORE ALL DRIVES, FENCING, PAVEMENT, AND GRASSED AREAS TO THEIR ORIGINAL CONDITION AND C -7 STORAGE, STAGING, AND ACCESS DAY AND IN ADVANCE OF RAINFALL EVENTS. ALL TEMPORARY WORK PLATFORMS OR ITEMS REQUIRED TO MAINTAIN UNTIL FINAL ACCEPTANCE OF THE PROJECT. TP -1 TREE PROTECTION AND EROSION CONTROL ERECT SUCH SHALL BE CONTAINED TO THE LIMITS OF DISTURBANCE SHOWN. 12. ALL ITEMS THAT AREA REMOVED AND REPLACED OR DISTURBED DURING CONSTRUCTION ARE TO BE TP -2 TREE PROTECTION AND EROSION CONTROL 5. TEMPORARY BYPASS PIPING REQUIRED ACROSS MORGAN CREEK SHALL BE INSTALLED WITHIN 20 FEET REPLACED WITH EQUAL OR BETTER QUALITY THAN THE ORIGINAL. TP -3 TREE PROTECTION AND EROSION CONTROL SOUTH OF THE CENTERLINE WITHIN THE DESIGNATED LIMIT OF DISTURBANCE, OF THE EXISTING CREEK TP -4 TREE PROTECTION AND EROSION CONTROL 13. WHEN EXISTING UTILITY LINES ARE EXPOSED DURING CONSTRUCTION THE CONTRACTOR SHALL PROVIDE TP -5 TREE PROTECTION AND EROSION CONTROL CROSSING. THE TEMPORARY BYPASS PIPING SHALL NOT EXCEED 12— INCHES IN DIAMETER, AND SHALL SUPPORT AS NECESSARY TO PREVENT DAMAGE TO THE EXISTING UTILITY. BE INSTALLED WITHIN A MAXIMUM 24 —INCH TEMPORARY CASING PIPE THAT EXTENDS THE FULL WIDTH D -1 MISCELLANEOUS STANDARD DETAILS OF MORGAN CREEK. 14. CONTRACT DRAWINGS C -1 THROUGH C -5 ARE REFERENCED TO THE NAD83 HORIZONTAL SURVEY D -2 MISCELLANEOUS STANDARD DETAILS DATUM AND NAVD88 VERTICAL SURVEY DATUM. D -3 MISCELLANEOUS STANDARD DETAILS 6. THE TEMPORARY BYPASS PUMPS AND PIPING SHALL BE CONTAINED WITHIN THE WORK AREA DEFINED BY D -4 MISCELLANEOUS STANDARD DETAILS SILT FENCE AND TREE PROTECTION FENCING UNLESS THE CONTRACT DRAWINGS EXPLICITLY IDENTIFY AN 15. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH OWASA STANDARD SPECIFICATIONS. D -5 MISCELLANEOUS STANDARD DETAILS ALIGNMENT FOR THE TEMPORARY PUMPS AND PIPING OUTSIDE OF THESE AREAS. 16. CONTRACTOR SHALL PROVIDE A MEANS TO KEEP ALL PIPING ISOLATED FROM EXISTING PIPING UNTIL D -6 MISCELLANEOUS STANDARD DETAILS 7. PRIOR TO AND DURING CONSTRUCTION BETWEEN STA 9 +00 AND STA 19 +50, THE CONTRACTOR SHALL ALL NEW PIPING HAS BEEN TESTED APPROVED FOR USE BY OWNER AND ENGINEER. HAVE THE TEMPORARY GRAVEL ACCESS TO THE UNC GOLF FACILITY (DWG. C -3) INSTALLED. WORK BETWEEN STA 9 +00 AND STA 19 +50 IMPEDING USE OF THE UNC GOLF FACILITY SHALL BE COMPLETED SUCH THAT THE ACCESS IS NOT REMOVED FROM SERVICE MORE THAN 21 CALENDAR DAYS. ABBREVIATIONS KEY MAP AL ALUMINUM EL OR ELEV ELEVATION J JOIST PE PLAIN END SHIT SHEET W/ WITH APPROX APPROXIMATE ELEC ELECTRIC /ELECTRICAL JB JUNCTION BOX PERP PERPENDICULAR SI SQUARE INCH W/0 WITHOUT FRIDAY CENTER DRIVE ASPH ASPHALT ENGR ENGINEER JCT JUNCTION PP POWER POLE SIM SIMILAR WP WATERPROOF ENT ENTRANCE JT JOINT PRV PRESSURE RELIEF VALVE SS SANITARY SEWER WPFG WATER PROOFING EOP EDGE OF PAVEMENT PSF POUNDS PER SQUARE FOOT SST STAINLESS STEEL WT WEIGHT B BORING EQPT EQUIPMENT PSI POUNDS PER SQUARE INCH ST STREET WV WATER VALVE BLDG BUILDING EX OR EXIST EXISTING L LENGTH /ANGLE PT POINT OF TANGENT /POINT STA STATION BILK BLOCK LF LINEAR FEET PV PLUG VALVE STD STANDARD N BM BENCH MARK LG LONG PVC POLYVINYL CHLORIDE STL STEEL YD YARD BOC BACK OF CURB FF FINISH FLOOR LP LIGHT POLE PVMT PAVEMENT SUP SUPPLY YR YEAR BOT BOTTOM FH FIRE HYDRANT LPT LOW POINT PW POTABLE WATER SUR SURFACE BRG BEARING FIN FINISH BV BALL VALVE FLG FLANGE FM FORCE MAIN MH MANHOLE QTY QUANTITY FT FEET MIN MINIMUM TBM TEMPORARY BENCH MARK CB CATCH BASIN MISC MISCELLANEOUS TC TOP OF CURB CE CONSTRUCTION EASEMENT MJ MECHANICAL JOINT RCP REINFORCED CONCRETE PIPE TECH TECHNICAL CF CUBIC FEET G GAS /GAS LINE RD ROAD /ROOF DRAIN TEL TELEPHONE G, Cl CAST IRON GAL GALLON REINF REINFORCING TEMP TEMPERATURE CL CENTER LINE GV GATE VALVE NA NOT APPLICABLE REM REMOVE TOS TOP OF SLAB A.E. FINLEY GOLF G CO CLEANOUT GW GUY WIRE NIC NOT IN CONTRACT REOD REQUIRED TOW TOP OF WALL COURSE PARKING LOT CONC CONCRETE NO NUMBER REST RESTRAINED TOL TOLERANCE CONST CONSTRUCTION NOM CONTR CONTRACTOR HORZ HORIZONTAL NPW NOMINAL RR RAILROAD TYP TYPICAL NON POTABLE WATER RT RIGHT 1 , CORP CORPORATION NTS NOT TO SCALE RW RAW WATER HPT HIGH POINT CORR CORRIDOR HWY HIGHWAY R/W RIGHT OF WAY UG UNDERGROUND GOLF COURSE CID CONCRETE PIPE HYD HYDRAULIC UTIL UTILITY OC ON CENTER OD OUTSIDE DIAMETER SAN SANITARY D DRAIN I IRON OVHD OVERHEAD SBL SURVEY BASELINE VAC VACUUM DIA DIAMETER ID INSIDE DIMENSION SCH SCHEDULE VEL VELOCITY � � • DIM DIMENSION IN INCH SD STORM /SITE DRAIN VERT VERTICAL DIP DUCTILE IRON PIPE INCL INCLUDED SECT SECTION VOL VOLUME � • DISCH DISCHARGE INV INVERT SERV SERVICE VENT VENTILATING /VENTILATION AERIAL CROSSING DIST DISTRIBUTION SEW SEWER VERT VERTICAL DWG DRAWING SF SQUARE FEET VOL VOLUME C � OPEN WATER CROSSING LEGEND MATERIALS SYMBOLS LINETYPES DETAIL KEYING ' ' y • _ GRADE OR EARTH > TI1 -ill- ROCK NEW AIR RELEASE NEW SANITARY SEWER SILT FENCE STANDARD DETAILS ARE REFERENCED BY A C� 2 _ A A VALVE ASSEMBLY UNIQUE SEVEN DIGIT NUMBER AND ARE SHOWN ASPHALT PAVING STEEL �H� NEW VALVE W EXIST. WATER LINE FENCE TREE PROTECTION ON THE CONTRACT DRAWINGS BY ONE OF TWO METHODS: SAND INSULATION �� EXIST. VALVE SS EXIST. SANITARY SEWER SF/TP TREE PROTECTION FENCE W/ SILT FENCE 1509203 REFERENCED ITE� EASEMENT SD EXIST. STORM DRAIN NEW ITEMS OR: a GRAVEL WATER SURFACE EXIST. FIRE HYDRANT SEE 1509203 REFERENCED ITE] OHE EXIST. OVERHEAD ELECTRICAL EXISTING ITEMS q a CONCRETE GRATING O EXIST. SAN. SEWER MH UGE— EXIST. UNDERGROUND ELECTRICAL HIDDEN ITEMS OR: DETAIL X/DX REFERENCED ITEM] CONC. FILL OR GROUT v�V v:, CONC. vv CHECKERED PLATE EXIST POWER POLE �V UGT EXIST. UNDERGROUND TELEPHONE " " " " "' DEMOLITION ITEMS CONC. MASONRY UNIT + + + + ++ SLOPE MATTING CO a EXIST. SS CLEANOUT UGC EXIST. UNDERGROUND COMM. CENTER LINE SEDIMENT LOG G EXIST. GAS -� PROPERTY LINE/ROW WETLAND � B -1 SOIL BORING /AUGER PROBE INLET PROTECTION FOC EXIST. FIBER OPTIC EASEMENT BOUNDARY FIBER FILTRATION TUBE FIBER Q SR SEISMIC LINE 0 FILTRATION TUBE — EXIST EDGE OF PAVEMENT CONCRETE CURB INLET PROTECTION FOC FIBER —OPTIC CABLE MARKER EXIST GROUND PROFILE Loc LIMITS OF CONSTRUCTION CREEK / DITCH DESIGNED H &S BRAWN H & S CHECKED ffizEN AND SAWYER Environmental Engineers & Scientists ORANGE WATER AND SEWER AUTHORITY CARRBORO, NORTH CAROLINA INDEX AND GENERAL NOTES THE SCALE BAR SHOWN BELOW MEASURES ONE INCH LON� ON DATE JULY 2012 NUMBER J�B32194 -002 coN oRAWINo HTT 9 THE ORIGINAL NUMBER NUMBER PROJ. ENGR. 4011 WestChcse HIvd, Raleigh, North Carolina 27607 DRAWING. X -1 License Number: C -0381 FRIDAY CENTER INTERCEPTOR 1 REGULATORY APPROVAL N0. ISSUED FOR DATE BY APPROVED 20120815 11.24A 0: 32194 —RAL�3 2194- 002\drawlngs\General\X —I.dog Hy:ENG Last Saved By: eng XREFs— ..\TitlebIock\32194- 002TB,.,\Base\SP —ST _0 H U) Z 0 0 LL Lu C!) F_ 0 Z 0 0 -r • GRAVESITES EXISTING GRAVEL DRIVE NOW OR FORMERLY TEMPORARY ACCESS UNIVERSITY OF NORTH CAROLINA THROUGH MAINTENANCE WB -I -36 FACIILITY, SEE DRAWING PIN: 9798518134 C -6 FOR A CONTINUATION OF ACCESS REQUIREMENTS ' SS TO REMAIN IN SERVICE :V411= . ER STATION (15C: T DISTURB) SAND STORAGE PAD NOW OR FORMERLY b ORANGE WATER AND SEWER AUTHORITY DE 358 PG 543 1 9798213071 9HE OHE SEE NOTE 5 01. OHE OHE L 4 +00 IlMiiiiill EX SS MH B FINLEY GOLF COURSE TOP - 263.96 INV IN - 251.44, EXIST INV IN (NORTH) 256± DROP INV IN - 251.33 ITE V OUT - 251.17 x. NOTE 2 ABANDON SS, SEE NOTE 1 MH 8 N EXIST SIGN STA 8 +69 REMOVE AND REPLACE RIM: 262.00 INV IN: 252.94 INV OUT` 252.84 - -- GRAVEL DRIVE TO UNC GOLF FACILITY EX GRAVEL DRIVE OHE OHE OHE J OHE OTE 6 N .: OHE - as. - - -- - -.� 62 ° P 180 p O 2W SS EASEMENT MH 7 S STA 5 +43 THE GATE AND KEY PAD RIM: 263.3 SHALL BE TEMPORARILY NEW MH 5 INV 26 252.35 REMOVED TO ALLOW 0 2� STA MH NEW MH 6 INV OUT: 2.35 EMERGENCY ACCESS TO THE 243 STA 5 +02 UNC GOLF FACILITY WHILE THE 0 RIM: 259.20 RIM: 264.00 GOLF FACILITY ACCESS ROAD INV IN: 251.44 �� INV OUT: 251.34 INV IN: 251.61 IS NOT PASSABLE FOR NEW MH MH 2 0 NEW MH 3 STA 2 +55 INV OUT: 251.51 EMERGENCY VEHICLES STA 1+00 STA 2 +09 RIM TEMPORARY 254.45 RE -USE �� y RIM: 255.00 RIM: 256.50 INV IN: 250.53 EXISTING PIERS, TYP 248 �1% INV IN: 250.80 INV IN: 250.97 STORAGE INV OUT: 250.43 INV OUT: 250.70 INV IN: 251.03 EX MH 1 A MH 1 S INV OUT: 250.87 NOW OR FORMERLY UNIVERSITY OF NORTH CAROLINA STA 0 +00 'L STA 0 +27 WB -136 RIM: 257.31 RIM: 254.84 PIN: 97985181.34 INV IN: 249.84 INV IN: 250.28 INV OUT: 249.41 INV OUT: 250.18 MORGAN CREEK - S1 SEE NOTE 3 , DISTURBED AREA PLAN EX SS MH 253 S� 1,812 SQ. FT /0.04 ACRES �� RIM: 256.85 TEMPORARY IMPACT 1 =40 INV IN: 248.39 INV OUT: 248.35 270 265 r.1C 255 250 245 240 235 -1 +00 H V] GRAVEL DRIVE TO Imo' BIOLOGICAL RESERVE SILT FENCE W/ TREE _ PROTECTION, TYP V 0227000R Q W M vn NOTES: 1. ABANDON EXISTING 12° BY FILLING WITH FLOWABLE FILL. 2. REMOVE EXISTING 12° FROM EXISTING MANHOLE. PATCH AND REBUILD MANHOLE. 3. CORE AND BOOT EXISTING MANHOLE 1 FOR NEW 24' DIP. REBUILD INVERT AS REQUIRED. 4. MODIFY EXISTING PIERS FOR NEW 24° DIP. ADJUST GRADE OF PIERS PER PLAN. 5. CONTRACTOR SHALL LOCATE THE IRRIGATION INTAKE AND PIPING, AND PROTECT THE SAME FROM ANY ADVERSE IMPACT DURING CONSTRUCTION OF THE PROJECT. 6. ACCESS SHALL BE MAINTAINED TO THE BIOLOGICAL RESERVE AT ALL TIMES DURING CONSTRUCTION. TEMPORARY GRAVEL ACCESS DRIVES SHALL BE PROVIDED WITHIN THE LIMITS OF DISTURBANCE WHERE NECESSARY TO DO S0. 7. PROVIDE WATERTIGHT RING AND COVER ON MANHOLES 1 -5. 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ISSUED FOR 0 +00 111101 DESIGNED HTT DRAWN EWN CHECKED PROJ. ENCR. HTT DATE BY APPROVED 2 +00 20120815 11:24A 0: 32194- RAL�32194- 002\drawings\Civil\C -1.dwg ByENG Lost Soved By: eng XREFs- ., \Titleblock\32194- 002TB ,..\Bose\SP- ST,..\Base\SP -TP,0: 32194- RAL\32194- 002\drowings\Base\SP -EC 3 +00 4 +00 5 +00 ffiZEN AND SAWYER Environmental Engineers & Scientists 4011 WestChcse Blvd, Raleigh, North Carolina 27607 License Number: C -0381 6 +00 7 +00 ORANGE WATER AND SEWER AUTHORITY CARRBORO, NORTH CAROLINA FRIDAY CENTER INTERCEPTOR 9 +00 SEWER INTERCEPTOR REPLACEMENT PLAN AND PROFILE STA 0 +00 TO 10 +00 270 265 260 255 250 245 240 235 10 +00 BEFORE YOU DIG! CONTACT ONE -CALL CENTER CAIL 811 OR 1,800-632 --4949 THE SCALE BAR DATE JULY 2012 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32194 -002 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER I NUMBER DRAWING. I I C -1 olile OHf INV — 251.01 `- ss \ MH 9 STA 11 +67 RIM: 258.00 INV IN: 253.49 INV OUT: 253.39 �___ .............. — EX GRAVEL DRIVE TO UNC GOLF FACILITY OHE — NOW OR FORMERLY UNIVERSITY OF NORTH CAROLINA DB 223 PG 719 PIN: 9798333326 U N C GOLF FACI LTY FINLEY GOLF COURSE MH 11 STA 17 +69 RIM: 258.52 INV IN: 254.77 — J_ - -- INV OUT: 254.67 — J _— _�`_ —� �� E v � OHE OHE OHE 0' OHE oHE I i1w.Ad.. now ew�wz IVA i OHE OHE _ ii14 a ! '►` �y� �' � y -ter__ -4�� . -� -�- �� " "C�'" C WNW 275 270 265 e 255 250 245 240 10 +00 PLAN 111 =401 No. REGULATORY APPROVAL ISSUED FOR 11+00 DATE BY II MY DESIGNED HTT DRAWN EWN CHECKED RROJ. ENGR. HTT APPROVED 13 +00 20120815 11:24A 0: 32194 —RAL�3 2194 -002\d r0 NIP gs\Civil\C -2A%g ByENG Lost Soved By: eng XREFs— ., \Titleblock\32194- 002TB ,..\Bose\SP— ST,..\Base\SP —TP,0: 32194— RAL\32194- 002\drowings\Base\SP —EC 14 +00 15 +00 16 +00 ffiZEN AND SAWYER Environmental Engineers & Scientists 4011 WestChcse HIvd, Raleigh, North Carolina 27607 License Number: C -0381 17 +00 18 +00 ORANGE WATER AND SEWER AUTHORITY CARRBORO, NORTH CAROLINA FRIDAY CENTER INTERCEPTOR 19 +00 275 270 265 260 OOYR FLOOD 256.0 255 1 NOTES: 1. ENCASE SANITARY SEWER WITH FLOWABLE FILL WITH A MINIMUM THICKNESS OF 6— INCHES OUTSIDE THE PIPE. FLOWABLE FILL SHALL BE PLACED AGAINST UNDISTURBED EARTH BELOW THE PIPE. EXISTING MH INVERT TABLE STATION IN OUT STA 11 +67 253.44 253.39 STA 14 +69 254.05 254.01 STA 17 +69 254.77 254.67 ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■■� ■..�� i ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■I ■ft�i� i ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■I ■lei■ i ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■l111a!■ • • ■ ' ■■■■■■■■■ � ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■i ■ ■ ■ ■■ III■■■■■■■■■■■■■■■■■■■■■■ � ■� ■ ■ ■ ■ ■I ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■■■■■■■■■■■■■■■■ 1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ III ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ \ii ■■ i■■■■■■ ■ ■rri�l'■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■! ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■111 ■ ■ ■ ■ ■ ■ ■ ■r■r ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ III■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■II ■ ■ ■ ■ ■ ■ ■r ■ii ■ ■ ■ ■ ■ ■ \'■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■■ ■■ 111 ■■ sir■■■■■■■■■■■■■■■■■■■■■■■■■ �I■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■� ■ ■_ ■_ ■_ ■_■_ ■_■ ■ ■ ■ ■ ■ ■ ■■ ■ = = == == ��IIII��II�IIIl IIII��l !!!■■■�11 ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■I!•� ' `' �E■■■■■■■■■■■■ II■■■■■■■■■■■■ i■■ �� !!L� ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ No. REGULATORY APPROVAL ISSUED FOR 11+00 DATE BY II MY DESIGNED HTT DRAWN EWN CHECKED RROJ. ENGR. HTT APPROVED 13 +00 20120815 11:24A 0: 32194 —RAL�3 2194 -002\d r0 NIP gs\Civil\C -2A%g ByENG Lost Soved By: eng XREFs— ., \Titleblock\32194- 002TB ,..\Bose\SP— ST,..\Base\SP —TP,0: 32194— RAL\32194- 002\drowings\Base\SP —EC 14 +00 15 +00 16 +00 ffiZEN AND SAWYER Environmental Engineers & Scientists 4011 WestChcse HIvd, Raleigh, North Carolina 27607 License Number: C -0381 17 +00 18 +00 ORANGE WATER AND SEWER AUTHORITY CARRBORO, NORTH CAROLINA FRIDAY CENTER INTERCEPTOR 19 +00 275 270 265 260 OOYR FLOOD 256.0 255 1 NOTES: 1. ENCASE SANITARY SEWER WITH FLOWABLE FILL WITH A MINIMUM THICKNESS OF 6— INCHES OUTSIDE THE PIPE. FLOWABLE FILL SHALL BE PLACED AGAINST UNDISTURBED EARTH BELOW THE PIPE. EXISTING MH INVERT TABLE STATION IN OUT STA 11 +67 253.44 253.39 STA 14 +69 254.05 254.01 STA 17 +69 254.77 254.67 1' =4' -0' i 40 20 0 40' 250 1M_40 $—OM 245 240 20 +00 SEWER INTERCEPTOR REPLACEMENT PLAN AND PROFILE STA 10 +00 TO 20 +00 BEFORE YOU DIG! CONTACT ONE —CALL CENTER CAIL 811 OR 1,800-632 --4949 THE SCALE BAR DATE JULY 2012 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32194 -002 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER I NUMBER DRAWING. I I C -2 _o H U) O U 0O w F_ O z O 0 Q z_ Lu J .......... .. ........ ...... . ........... TEMPORARY GRAVEL ACCESS �::: -, 20+69 SEE IDRAW�NG C-7— RIM: 931 INV IN: 536 INV OUT: �26 NO'01 0'R k Y �" I'- -N H N :"'l -1 9'-ll 8 5 18 -1: 3 ............ ..... ..... ............ ..... ..... BEAVER POND - PI DISTURBED AREA 7,965 M FT/0.18 ACRES TEMPORARY IMPACT .1 NIX5.111119011111�12 TEMPORARY BYPASS LINE\ CORRIDOR, TYP ------------------------------- --- ...... [mum 11 IN 1. MM. M tLy.10 v v . 2gim Um -AIM Wow ...... ..... qp REGULATORY APPROVAL 4 ..... ... .... ........... SSUI 0: H APPROM ,Q',—,Cj8?0 4:24P SEE DRAWNG C-7 FOR ADDI-ITONAL ACCESS AND STORAGE 270 REGULATORY APPROVAL SSUI 0: H APPROM ,Q',—,Cj8?0 4:24P 0 0: \1219,1 —R,",[ Ry-, FNI'l 270 ..\7Hthlock� —�2194-002TRI. Rse� SP—ST—'�Rasv.� SSFI-7.0: � --�l 94—RAl \321 N —002� druwlnq.�� \% . "llj - \ r, - ----- ISEq NOTE 1� I [XISTING GJADR, T(P to U-) 265 265 u 3 I F 04 > > > >. -a LZ LZ 260 ------------ ----------- 260 1 OOYR SEE N01E 3 ---------- -- FLOOD ZO Lr t 0 DIP 256�O A-1 �52 LF 16' DIF 0 0.1 5 % ----------- - W47 W DIP 0 1121% 1 L ----------- - All nic W4= -L=F- 46: 255 ------------ 255 1 )OY; R F1 �00 253.0 250 10 250 300 L F 15" [,-IP D 0 16T� TO-RMXN 245 245 -EX UNDERGROUN'l ELECWCAL/moml UNICA"ION "n 240 240 Ul'l Lr— u� .4 H 1 =4a� C14 CQ CN U= u. w 235 235 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 HTT )H WN EWN C H E C KF E) PROJL ENGR HTT 1 REGULATORY APPROVAL SSUI 0: H APPROM ,Q',—,Cj8?0 4:24P 0 0: \1219,1 —R,",[ Ry-, FNI'l I cis� -Soved 9y: enq XPFF-.s— ..\7Hthlock� —�2194-002TRI. Rse� SP—ST—'�Rasv.� SSFI-7.0: � --�l 94—RAl \321 N —002� druwlnq.�� \% . "llj - \ r, ORANGE WATER AND SEWER AUTHORITY CARRBORO, NORTH CAROLINA iiM alviii � �I 621MY1 A all 10 11 a ON an I i�l-sini ii:iiiam "o I , FN Kil N Fall 61 r"lrJ FISIT9111 M ii ,a- "WAIIIIII'llil 4 2 4" IN 70- rml UNNAMED TRIBUTARY TO MORGAN CREEK - S2 NOW OR FORMERLY DISTURBED AREA UNIVERSITY OF NORTH CAROLINA 96 SQ. FT /0.001 ACRES TEMPORARY IMPACT WB -I -36 PIN: 9798518134 UNNAMED TRIBUTARY TO MORGAN CREEK - S2 WETLAND - W2 DISTURBED AREA 1,043 SQ. FT /0.02 ACRES TEMPORARY IMPACT 70 LF BORE AND JACKED WETLAND - W2 30" STEEL CASING W/ 16" CARRIER PIPE �.. INV - 263.62 - S� 1� 1 1 rn q n G�7 Z CAfr'1 I W � 1p q W 0 0 INV - 265.51 J drE BORE PIP\' �RECEI G � 270 EX CB EX CB TOP - 269.21 MH 16 TOP - 269.27 INV IN - 264.03 STA 31 +39 INV OUT - 264.67 INV OUT - 261.28 RIM: 267.70 ABANDON EXISTING PIPE AND INV O IN: 257.67 UT: 257. 257, 57 INV O MANHOLE IN PLACE FROM STA 42 +27 TO STA 43 +00 ¢ , CONE- KENFIELD TENNIS CENTER HEDRICK BUILDING ¢ -/z TEMPORARY STORAGE PLAN 1 " =40' TEMPORARY BYPASS PIPE CORRIDOR BETWEEN VEGETATION AND BACK OF CURB 0 .2rol U X TEMPORARY BYPASS PUMP SET -UP AREA ---1 \-SILT FENCE W/ TREE MH 17 PROTECTION, TYP STA 34 +94 0227000R RIM: 268.50 INV IN: 258.35 (16 ") NOW OR FORMERLY INV IN: 259.95 (8 ") UNIVERSITY OF NORTH CAROLINA INV OUT: 258.25 WB -1 -36 PIN: 9798518134 TOP - 262.35 INV IN - 261.62 INV OUT - 260.11 STA 37 +73 RIM: 265.30 INV IN: 259.01 (1611) INV IN: 259.58 (8 ') INV OUT: 258.91 11 PARKING SPACES TEMPORARILY REMOVED TEMPORARY STAGING AND ACCESS EX SS MH TOP - 264.31 INV OUT - 259.89 FES - 255.60 EX CB TOP - 262.81 INV IN - 257.15 STA 39 +34 ' RIM: 265.13 INV IN: 259.57 INV OUT. 259.47 -ep� 00 SOX /h r ■■■■■■■■■■■■■ IN OUT STA 34 +94 8" - 259.99 16" - 258.78 258.67 STA 37 +73 8" - 259.58 12" - 259.64 259.46 milloomm.NONE ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■11 ■ ■I ■I ■ ■■ \�iiom■no 111■■■■■■■■■■■■■■■■■■■■■■■■■■ ■Ill�u \�I� imikinollf,ii, BEEN ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ mommummoom ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■_ ■■ ■ ■ ■ ■11 ■ ■ ■I ■■ ■111 ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ®� ��:II■� ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■_■_ ��■■■■■■■■ ��_ ��r��■■■■■ �` ��I`r��r��r�i,� ■��111�' ■ ■_■ ■■■■■■■■■■■■■■■■■■■■■ �� ® ®�!1CL�� ■ ■ ■ ■ ■��1i117�7�� ■ ■■ ■■■■■■ I■■■■■■■■ II■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■! ■ ■ ■ ■ ■ ■lil ■ ■ ■ ■ ■■ ■111 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■rte!! ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ 11 ■ ■■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■■ II ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■111 ■ ■ ■ ■ ■ ■ ■I 11 ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■■ 1 ■ ■■ ■iiiiii ■ ■■ i.�! � 1 ■ ■ ■I ■ ■■ ■■■■■■■■■■■■ ■ ■II ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ 111■■■■■■■ IIII■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■11 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ 11■■■i ■ ■■ ■■■■■■■■■■■■■■ II■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■�! ■��al ■ ■ ■ ■ ■■ ■1111 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■iii ■ ■ ■ =,!_ ■ ■ ■ ■ ■!�■ ■III ■r \I ■ ■II - -- ��t*�� ■ ■�� 1■�rf ■�� ■■ I/. %I/ %III /. % ■��i ■�-- - - - - -� iiiii ■ ■ ■■ NEW ■ill ■ ■ ■ ■ ■ ■ ■ ■ ® ■■ ■%//.%'//.%%//.■■■■■■_■_■_■_■_■_■_■ 11!!!■:■■■■■■■■■■■:■ iiiiiiii ■ ■i:J ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■1� ■ ■■ ■III■ ■=■====■■■■■■ : III jaM00iii■■iEEMEVA= ■_= '■MEMO ■■■■■■■■ i1■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■I ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■1 ■■ \�11 ■ ■■ ■■■■■■■■■■■■■■ �■ I■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ® ■�C� ■ ■ ■ ■1�11�`�iIL� ■ ■ ■1� � :' ' ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ICJ' _�I�: ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■111 ■■ : ■ ■■ 1 11 11 11 6 41 I M41 11 . 11 11 1 REGULATORY APPROVAL N0. ISSUED FOR DATE DESIGNED DRAWN CHECKED PROJ. ENGR BY APPROVED H TT EWN H TT 20120815 11: HA 0: 32194 -RAL� 32194- 002\drooings\Civi1\C -4A%g By ENG Lost Soved By: eng XREFs- ., Base\SP- TP,., \Tltle6lock\32194- 002TB ,..�Bose�SP- ST,..�Base�SP -EC ffiZEN AND SAWYER Environmental Engineers & Scientists 4011 WestChcse HIvd, Raleigh, North Carolina 27607 License Number: C -0381 ORANGE WATER AND SEWER AUTHORITY CARRBORO, NORTH CAROLINA FRIDAY CENTER INTERCEPTOR NOTES: 1. REMOVE EXISTING 12" SANITARY SEWER FROM STA 31 +00 TO STA 37 +75 EXCEPT UNDER PAVEMENT SHALL BE FILLED WITH FLOWABLE FILL. 2. REMOVE EXISTING 8" SANITARY SEWER FROM EXISTING MANHOLE. INSTALL NEW 8" DIP FROM EXISTING MANHOLE TO MH #17. AERIAL PIPE CROSSING INSTALLATION PROFILE H: 1"=30'; V: V=3' EXISTING MH INVERT TABLE moommommom IN OUT STA 34 +94 8" - 259.99 16" - 258.78 258.67 STA 37 +73 8" - 259.58 12" - 259.64 259.46 milloomm.NONE STA 39.34 1 259.91 1 259.84 mill \�iiom■no ■Ill�u \�I� imikinollf,ii, BEEN momommumom mommummoom AERIAL PIPE CROSSING INSTALLATION PROFILE H: 1"=30'; V: V=3' EXISTING MH INVERT TABLE STATION IN OUT STA 34 +94 8" - 259.99 16" - 258.78 258.67 STA 37 +73 8" - 259.58 12" - 259.64 259.46 STA 39.34 1 259.91 1 259.84 SEWER INTERCEPTOR REPLACEMENT PLAN AND PROFILE STA 30 +00 TO 40 +00 Gila BEFORE YOU DIG! CONTACT ONE -CALL CENTER CAIL 811 OR 1,800-632 --4949 THE SCALE BAR DATE JULY 2012 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32194 -002 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. C -4 NOW OR FORMERLY UNIVERSITY OF NORTH CAROLINA WB —I -36 PIN: 979851 81 34 t ; IN OUT • 260.99 NW — 261.55 NE — 261.55 260.98 STA 47 +21 261.50 ,.. ... c Y Y 7 Z may_ ___- • .. � �`�� ! fir,' 1 � Y l•I� t + r _ J � = 14, 1. • lid ~' 'AW r+ `0711 � • AW 7 •r I r y. �y NIVA AL R•, ' r ^rte • 1 Iil- 1 1 :1 .1 1 r:1 ■■■■■■■■■■■■■■■■■■■■■■ I■■■■■■■■■■■■■■■■■■■■■■■■■ 1■■■■■■■■■■■■ ■■ ■■■■■■■■■■■■■■ ■■■■■■■■■■ ■■■ ■■ :1 r 1 ■■■■■■ 1■■■■■■■■■■■■■■■■ �lll ■ ■ ■I��ili ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■! III■ r■■■■■\ ri\■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ 1 ■ ■ ■ ■ ■ ■1 ■ ■ ■ ■ ■ ■t= i ■ ■iiirrii�i \ ■■ III■■■■■■■■■■■■■■■■■■■ IIII■■■■■■■■■■■\ \ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■■■■■ 1■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■11 ■ ■� \ ■_ ■_ ■ ■ ■ ■ ■■ �i■■■■■ ■ ■IYI ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■`�� ■_ ■__■ ■III ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ r . ■■■■■■ 1■ �J ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■11 ■1 ■ ■�rr� ■ ■ ■ ■_ It■■■■■■■■■ I11■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■r ■ ■ ■II ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ • ■■ �i�■■■■■■■■■■■ �: ■ ■ ■ ■ ■ ■ ■ ■I11 ■ ■ ■ ■ ■ ■ ■ ■ ■� ■iLIC�: 1 � ■ ■ ■ ■ ■ ■ ■ ■ ■II ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ 1_ ��1� ■� % % % /I % %1■�l+��1�lII!l: 1� r.1 �iiiiiii ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■iiii��i�il■ iii■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ .1 ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■is�i5i �ii'J��'�.l' i1S'i'l',�� ■■ ■ ■�:�3SI��■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ /1 11 11 11 11 11 11 11 I. 11 11 I: 11 I' 11 1 REGULATORY APPROVAL N0. ISSUED FOR DESIGNED DRAWN CHECKED PROJ. ENGR DATE BY APPROVED H TT EWN H TT 20120815 11: HA 0: 32194— RAL�32194- 002\drawings\Civil\C -5.dwg By ENG Lost Soved By: eng XREFs— ., \Titleblock\32194- 002TB ,..\Bose\SP— ST,..\Base\SP —TP,0: 32194— RAL\32194- 002\drowings\Base\SP —EC EN AND SAWYER Environmental Engineers & Scientists 4011 WestChcse HIvd, Raleigh, North Carolina 27607 License Number: C -0381 ORANGE WATER AND SEWER AUTHORITY CARRBORO, NORTH CAROLINA FRIDAY CENTER INTERCEPTOR TEMPORARY BYPASS LINE CORRIDOR BETWEEN SIDEWALK AND EXISTING VEGETATION NOTES: 1. CONTRACTOR TO FIELD VERIFY EXISTING ELEVATIONS, ALIGNMENT AND MATERIAL PRIOR TO PURCHASING MANHOLE FROM MANUFACTURER. PKSSMH TEMPORARY BYPASS PUMP AREA Ae EXISTING MH INVERT TABLE STATION IN OUT STA 44 +66 260.99 NW — 261.55 NE — 261.55 260.98 STA 47 +21 261.50 SEWER INTERCEPTOR REPLACEMENT PLAN AND PROFILE STA 40 +00 TO 49 +00 BEFORE YOU DIG! CONTACT ONE —CALL CENTER CAIL 811 OR 1,800-632 --4949 THE SCALE BAR DATE JULY 2012 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32194 -002 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. C -5 REMOVE AND REPLACE EXISTING SHRUB FOLLOWING CONSTRUCTION TEMPORARY PAVED SECTION. SHALL BE REMOVED FOLLOWING CONSTRUCTION AND RE— ESTABLISHMENT OF EXISTING CONDITIONS. TEMPORARY GRAVEL ACCESS DURING CONSTRUCTION, SEE NOTE 1 TO OLD MASON FARM ROAD ASPHALT PAVING, TYP APPROXIMATE LOCATION OF ='• PARKING ISLANDS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ::. = :::.:..::...........:.. ...:...:........... A.. .FiNL£.Y.'.G0LF'.�CflIaRS£.'FAi? 1lNG..:...:...:. GRAVEL PARKING AND STORAGE 1 REGULATORY APPROVAL N0. ISSUED FOR 40 4 N �4R i DATE BY �,� DESIGNED HTT DRAWN EWN CHECKED PROJ. ENCR. HTT APPROVED S�inq�0 IV 20120815 11:2FA 0: 32194 —RAL�3 2194- 002\dr0oIn gs\Civi1\C_6A%g ByENG Lost Soved By: psellsker XREFs— ., \TitlebIock\= 94- 002TH_ \Bose\SP— ST,..�Base�SP— TP,..�Base�SP —EC CONSTRUCTION ENTRANCE 0 � � F \ PLAN 111 =40' EXISTING TREE LINE, TYP w � w � %e \ I 15- -1/9 W ffiZEN AND SAWYER Environmental Engineers & Scientists 4011 WestChcse HIvd, Raleigh, North Carolina 27607 License Number: C -0381 ORANGE WATER AND SEWER AUTHORITY CARRBORO, NORTH CAROLINA FRIDAY CENTER INTERCEPTOR SEWER INTERCEPTOR REPLACEMENT STORAGE, STAGING, AND ACCESS NOTES: 1. CONTRACTOR SHALL USE THE CORRIDOR IDENTIFIED FOR CONSTRUCTION ACCESS. DURING CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN STONE IN A CONDITION EQUIVALENT OR BETTER TO EXISTING, AND AS REQUIRED FOR CONSTRUCTION ACCESS. THE SCALE BAR DATE JULY 2012 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32194 -002 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. C -6 Z O U Cn Z O U O w Cn O Z O 0 cc Z J W 1 REGULATORY APPROVAL N0. ISSUED FOR DATE BY DESIGNED XXX DRAWN XXX CHECKED PROJ. ENCR. HTT APPROVED 20120815 11:2FA 0: 32194 —RAL� 32194- 002\dr0oIngs\Civi1\C -7A%g ByENG Lost Soved By: eng XREFs— ., \Title6lock\32194- 002TB ,..�Bose�SP— ST,..�Base\SP —TP, \Base\SP —EC .;-Vl PLAN 1 ° =40' ffiZEN AND SAWYER Environmental Engineers & Scientists 4011 WestChcse HIvd, Raleigh, North Carolina 27607 License Number: C -0381 ORANGE WATER AND SEWER AUTHORITY CARRBORO, NORTH CAROLINA FRIDAY CENTER INTERCEPTOR / I ORARILY WITHIN :MENT SEWER INTERCEPTOR REPLACEMENT STORAGE, STAGING, AND ACCESS NOTES: 1. GRADE ROAD TO FACILITATE ACCESS TO THE UNC GOLF FACILITY FROM THE EAST. NO CONSTRUCTION ACCESS SHALL BE PERMITTED. THE SCALE BAR DATE JULY 2012 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32194 -002 INCH LONG ON CONTRACT DRAWING THE ORIGINAL i NUMBER I NUMBER DRAWING. I I C -7 z O U H Cn M O U rr O ILL w Cn O z O 0 cc z J W n249 0 ��yy � 24STAB1 IL ZE 243FOR SILT 02 4 2 _ w 4 E 248 247 MH 1 00 0 `' oy N rga P 259 7-NE* MH 5 LIMITS OF CONSTRUCTION, TYP \ —mac ISp.— SILT FENCE W/ TREE PROTECTION, TYP 0227000R PLAN 111 =20' NOTES: `''v, ONSTRUCTION ENTRANCE, TYP. 1. WHERE TREES ARE IDENTIFIED TO REMAIN, THE CONTRACTOR 0257701R SHALL ADJUST THE LOCATION OF THE SILT FENCE AND TREE N• — PROTECTION FENCE TO EXCLUDE THE TREE FROM THE WORK D - AREA. N 2. REFER TO SHEET TP -5 FOR EROSION CONTROL NOTES. 3. CONTRACTOR SHALL INSTALL ONLY THE CONSTRUCTION D 3 _ ENTRANCES NECESSARY TO ACCESS THE EASEMENT. NEW MH 6 P SON' •'•.••' �E MM ; IF AR ; CV►E .1po+ ?6? ry190 1 OHE (HE ��O. :OHE . OH OHE OHE OHE OHE : OHE . :.::. ' : :: :: :.:.:. GRA L AND RIP R ~' • • • :. . . . . . �_ FILTER ERM BASIN . . . . 2s1 . . . . . . . . . ' . 0227016 TIT LO 26 -� N 2 MH 8 �j p . . . . . . . . . . . . . . .' .' .' •' • — MH 9 .— 263 .,.� 262 NG? p�D �65 TREE 259 TABILIZ D PROTECTION, TYP ,a / 252 . • 0227000R 253 27024 1 LEGEND : : • : • :.:.� SILT FENCE /TREE PROTECTION . . . . . . . . . .'. . . . _. .'.'.'.'.'.'.'..•. : COMBO FENCING . ' . . ' . ' . ' . ' . ' . . . . . • . . _ . • . • ' • ' LIMITS OF DISTURBANCE 1 REGULATORY APPROVAL N0. ISSUED FOR DATE DESIGNED HTT DRAWN EWN CHECKED PROJ. ENCR. HTT BY APPROVED 20120815 11:2FA 0: 32194— RAL�32194- 002\drawings\Civil\TP —l.dwg By.ENG Lost Saved By, eng XREFs— .\Titleblock\3 2194- 002TR,.. \Rase\SP— TP,..\Rase\SP— ST,..\Bose\SP —EC PLAN 111 =20' ffiZEN AND SAWYER Environmental Engineers & Scientists 4011 WestChcse HIvd, Raleigh, North Carolina 27607 License Number: C -0381 ORANGE WATER AND SEWER AUTHORITY CARRBORO, NORTH CAROLINA FRIDAY CENTER INTERCEPTOR SEWER INTERCEPTOR REPLACEMENT TREE PROTECTION AND EROSION CONTROL II STABILIZED OUTLET FOR SILT FENCE TREES FOR REMOVAL THE SCALE BAR DATE JULY 2012 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32194 -002 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. TP -1 NOTES: 1. WHERE TREES ARE IDENTIFIED TO REMAIN, THE CONTRACTOR SHALL ADJUST THE LOCATION OF THE SILT OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE 0 OHE OHE OHE FENCE AND TREE PROTECTION FENCE TO EXCLUDE THE TREE FROM THE WORK AREA. ~f ON 2. REFER TO SHEET TP -5 FOR EROSION 0U CONTROL NOTES. 260 . 26 1 26pr 261 3. CONTRACTOR SHALL INSTALL ONLY THE 259 nOAL plpE OCOIAG B 260 259 CONSTRUCTION ENTRANCES NECESSARY 260 TO ACCESS THE EASEMENT. ; • . ; ; •; ; ; ; . ; ; . ; ; ; ; . ; ; . ; ; . ; '. ; ; . ; • . ; ; • . MH ;I ` 260 260 258 259 258 IRRON.�OVA C 1 0 255 0 258 25 8 5 8 0 4 C s c P �pP��. 6 g4 g g� 8 2 N 254 Q5 257 SI ENCE W EE STABI OUTL 81 178 OTECTIO YP 95 FOR SILT FE YP 5 TREES TO REMAIN, 9.9 256 0227000R 0227024R g2 TO REMAIN 4 S SEE NOTE PLAN 111 =20' 1 REGULATORY APPROVAL N0. ISSUED FOR DATE DESIGNED HTT DRAWN EWN CHECKED PROJ. ENGR. HTT BY APPROVED 20120815 11:2FA 0: 32194— RAL�32194- 002\drawings\Civil\TP -2.dwg By.ENG Lost Saved By, pselisker XREFs— .\Titleblock\3 2194- 002TR,.. \Rase\SP— ST,..\Bose\SP— TP,..\Bose\SP —EC 111=20' ffiZEN AND SAWYER Environmental Engineers & Scientists 4011 WestChcse HIvd, Raleigh, North Carolina 27607 License Number: C -0381 ORANGE WATER AND SEWER AUTHORITY CARRBORO, NORTH CAROLINA FRIDAY CENTER INTERCEPTOR SEWER INTERCEPTOR REPLACEMENT TREE PROTECTION AND EROSION CONTROL LEGEND SILT FENCE /TREE PROTECTION COMBO FENCING • LIMITS OF DISTURBANCE II STABILIZED OUTLET FOR SILT FENCE TREES FOR REMOVAL THE SCALE BAR DATE JULY 2012 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32194 -002 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. TP -2 �7 c 6� ■ 264 gm In .......... HTT )Hr,WN EWN C H E C K:- E) PROJ, ENGR HTT REGULATORY APPROVAL SSUI 0: ')A I APPROM ,012,Cil-'20 4:2711 1 1 gl - P,',[ \3121-9-1 "19.1 -ON do- cnv�riqs' 5 v: Ell"d G Los; Save.," By-. psellsker XR-Fs- 5ase.\SFI-ST, SP -T? 0 w .. ...................... . ..... ... ... . . ... ... .. 11 i.... M- .... ...... IN ... . ... .. .. ..... ...... ... . ...... .......... ...... . ...... 12' dAs TREES TO REMAIN, SEE VOTE 1 ffis 0 MR I ORANGE WATER AND SEWER AUTHORITY CARRBORO, NORTH CAROLINA I "g 131011flao • w LEGEND TREES FOR REMOVAL SILT FENCE/TREE PROTECTION COMBO FENCING 0 LIMITS OF DISTURBANCE 0 JULY 2012 0 STABILIZED OUTLET FOR H & S JOE NUr,115EF: 32194-002 SILT FENCE uj NUMIH F, N IH E F, TP-3 U) TREES FOR REMOVAL 0 z 0 JULY 2012 SI OVA Dl Yl ASHRi N H & S JOE NUr,115EF: 32194-002 cc WH LONG ON THE OP0NA': NUMIH F, N IH E F, TP-3 WIN cc .w t map OTES: 1. WHERE TREES ARE IDENTIFIED TO REMAIN, THE CONTRACTOR SHALL y ADJUST THE LOCATION OF THE SILT FENCE AND TREE PROTECTION FENCE TO EXCLUDE THE TREE FROM THE WORK r AREA. ip r CURB INLET PROTEC TYP 2. REFER TO SHEET TP 5 FOR EROSION TION CONTROL NOTES. 1 3. CONTRACTOR SHALL INSTALL ONLY THE 2 CONSTRUCTION ENTRANCES NECESSARY D TO ACCESS THE EASEMENT. .�R 4. CONTRACTOR SHALL REMOVE THE TREE �� •' REQUIRED TO ACCESS AND REPLANT IN c� THE EASEMENT AT A LOCATION DETERMINED BY THE ENGINEER WITHIN THE CONSTRUCTION LIMITS. CONTRACTOR i SHALL REPLACE WITH A LIKE TREE IN TION UPON COMPLETION. THE SAME LOCA M M 268 TREES TO REMAIN, SEE NOTE 1 LIMITS OF CONSTRUCTION, TYP � d y 7 CONSTRUCTION ENTRANCE, TYP. 1 REGULATORY APPROVAL N0. ISSUED FOR TREES TO BE REMOVED AND REPLACED. SEE NOTE 4. DATE BY DESIGNED HTT DRAWN EWN CHECKED PROJ. ENCR. HTT APPROVED 20120815 11:27A 0: 32194— RAL�32194- 002\drawings\Civil\TP -4.dwg By.ENG Lost Saved By, pselisker XREFs— .\Titleblock\3 2194- 002TR,.. \Rase\SP— EC,..\Base\SP— ST,..\Rase\SP —TP PLAN 111 =20' EN AND SAWYER Environmental Engineers & Scientists 4011 WestChcse HIvd, Raleigh, North Carolina 27607 License Number: C -0381 m� SILT FENCq W/ TREE ,PROTECTION, TYP D227000R S cMP ~ 1 GRAVEL AND RIP RAP FILTER BERM BASIN 0227016 ORANGE WATER AND SEWER AUTHORITY CARRBORO, NORTH CAROLINA FRIDAY CENTER INTERCEPTOR x VGC 4 I � yl_ SEWER INTERCEPTOR REPLACEMENT TREE PROTECTION AND EROSION CONTROL LEGEND -SFtM SILT FENCE /TREE PROTECTION I COMBO FENCING • LIMITS OF DISTURBANCE STABILIZED OUTLET FOR SILT FENCE TREES FOR REMOVAL THE SCALE BAR DATE JULY 2012 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32194 -002 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER I NUMBER DRAWING. I I TP -4 Z _O Cn U Z O U O W Cn O Z O 0 cc Z J W ±t r- M-0 OP4 lilt M M 268 TREES TO REMAIN, SEE NOTE 1 LIMITS OF CONSTRUCTION, TYP � d y 7 CONSTRUCTION ENTRANCE, TYP. 1 REGULATORY APPROVAL N0. ISSUED FOR TREES TO BE REMOVED AND REPLACED. SEE NOTE 4. DATE BY DESIGNED HTT DRAWN EWN CHECKED PROJ. ENCR. HTT APPROVED 20120815 11:27A 0: 32194— RAL�32194- 002\drawings\Civil\TP -4.dwg By.ENG Lost Saved By, pselisker XREFs— .\Titleblock\3 2194- 002TR,.. \Rase\SP— EC,..\Base\SP— ST,..\Rase\SP —TP PLAN 111 =20' EN AND SAWYER Environmental Engineers & Scientists 4011 WestChcse HIvd, Raleigh, North Carolina 27607 License Number: C -0381 m� SILT FENCq W/ TREE ,PROTECTION, TYP D227000R S cMP ~ 1 GRAVEL AND RIP RAP FILTER BERM BASIN 0227016 ORANGE WATER AND SEWER AUTHORITY CARRBORO, NORTH CAROLINA FRIDAY CENTER INTERCEPTOR x VGC 4 I � yl_ SEWER INTERCEPTOR REPLACEMENT TREE PROTECTION AND EROSION CONTROL LEGEND -SFtM SILT FENCE /TREE PROTECTION I COMBO FENCING • LIMITS OF DISTURBANCE STABILIZED OUTLET FOR SILT FENCE TREES FOR REMOVAL THE SCALE BAR DATE JULY 2012 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32194 -002 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER I NUMBER DRAWING. I I TP -4 Z _O Cn U Z O U O W Cn O Z O 0 cc Z J W & REMAIN, CONSTRUCTION, r 1 OUTLET FOR SILT FENCE, TYP D" STONED HTT DRAWN EWN CHECKED PDO,J ENGR. HTT 1 REGULATORY APPROVAL Na ISSLE-D FOR I DA TIE RE APPR'OVEO 20120815 11:27A 0:32194 RAL \32194 GC2 \drow'rgs4Civil \TF 5.dwg By:EUG Lost Saved By eng XRELs= .ii ledl ck�3219 -Og2T3 .. Bos € \SI -FC. \3ase` \SF S ..'1Ras ■ ' -r; m • 'a ® • r • i - a-• 11• s -a r r • Y • • - i r • • - • ` r - � a � • r • r s rar • •� r r - e- a s° • e -r - -i s e - a . NPDF9 Slornwater Dseharge Permit for GonstruNiar AS:tmbes �NGGGI) NCOFNRIDivi wn o` Water Quafity NEW STABILIZATION TIMEFRAMES (Gifective Aug. 3, 2011) SITE AREA DESCRIPTION: STABILIZATION TIMEFRAraE EXCEPTIONS Perimeter diKes, swages, ditches, slopes 7 days None CHigh Quality Water (HQW) Zones 7 days Nome Slopes steeper than 3;1 7 days If slopes are 10' or less in length and are not steeper than 2:1,14 days are allowed. -TYPE PLANTING RATE Slopes 3:1 or flatter 14 days 7 days for slopes than 50' in length. OR SEP 1 - OCT 30 greater All other areas with slopes flatter than 4:1 14 days None, except for perimeters and HQW Zones. 1990MINVOM DATE TYPE PLANTING RATE AUG 1 - OCT 15 3 TURF -TYPE TALL FESCUE 200 LBS/ACRE VARIETIES FEB 15 - APR 15 BERMUDA GRASS` 70 LBS /ACRE' SLOPES (GREATER THAN 4:1 -TYPE PLANTING RATE FEB 15 - APR 30 TALL FESCUE 80 LBS /ACRE OR SEP 1 - OCT 30 FEB 15 - APR 30 PENSACOLA BAHIA GRASS 50 LOS /ACRE OR SEP 1 - OCT 30 FEB 15 - APR 30 KOBE LESPEDEZA 40 LBS /ACRE OR SEP 1 - OCT 30 NOTE. FROM MID -APRIL THROUGH MID-AUGUST ADD 10 LBS /ACRE GERMAN MILLET OR 15 LBS /ACRE SUNDANGRASS. l I' # `' ' i ► h s I Eff . ■ ■ Imm AL■ L 6 t 1 ILI . r 3. CONSTRUCTION ENTRANCE AND EXIT INSPECT r ` •O,r SURFACE REGULARLY, MAINTAIN IN A CONDITION PREVENT SEDIMENT •r AND TOPDRESS WITH ADDITIONAL STONE rr a -rr e a r SEDIMENT. 4. INLET PROTECTION REMOVE SEDIMENT FROM AROUND INLET AFTER EACH STORM. CLEAN OR REPLACE PROTECTIVE MEASURES AS NEEDED. MAINTENANCE SCHEDULE SEWER INTERCEPTOR REPLACEMENT TREE PROTECTION AND EROSION CONTROL z 0` U_ w CD 0 z HE AR DATE JULY 2012 SHOWN BELO'A' H & 5 JO'B MEASURES ONE NUMBER 32194-002 Ci INCH LONG ON CONTRACT DRAWING Z THE ORIGINAL NUMB EH, NUMB ER 2 DRA4VIiNGO TP-5 J W w ri w z J 1 N0. 12" PIPE: 3' x 3/8' TYPE 316 STAINLESS STEEL FLAT BAR WITH 3/4 "0 ADHESIVE ANCHORS 24" PIPE 6" x 3/8' TYPE 316 STAINLESS STEEL FLAT BAR WITH 3/4 -0 ADHESIVE ANCHORS BEND FLAT BAR TO O.D. OF PIPE +1/4" 3/4" GROUT nn __L a II PLAN - 24' !ln A II 4" 'tv N Nr 211 \ r r 2 -1 "x2" SLOTS PLAN - 121 PIPE HOLD DOWN STRAP DETAIL DETAIL 4 3/4" =1' -0" D -1 REGULATORY APPROVAL ISSUED FOR 6' -0' MAX STEEL POST TOP STRAND GALV WIRE FABRIC AND FILTER FABRIC. BURY TOE OF FILTER FABRIC A MIN OF 8'- REE PROTECTION IARRIER FENCE WHERE ;ALLED FOR ON IRAWINGS BOTTOM STRAND GRADE LINE \X j/ ELEVATION NOTE: 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. TEMPORARY SILT FENCE W /TREE PROTECTION BARRIER FENCE 02270008 DATE DESIGNED H & S DRAWN H & S CHECKED PROD. ENCR. HTT BY APPROVED U K] z� o� W i-i 8' MIN SECTION 'R CARpn� 0.oF �5S10A, �9 SEAL�� 20756 ti FNI1N��4 �hpM A S �P 20126815 1L27A 0: 32194— RAL�32194- 062�drawings�56etoils�6 —l.dwg By:ENG Lost Saved 8y: pselisker XREEs= .. �Tltleblock�32194- 002tB,, �XreCC— DA ,.�Xret�0227000R,.�Xref�0227016 r z z � 0 N I I � N 1/2 PIPE OD z m� o z I � `14 SST 3/8'x6' SADDLE PL SST SUPPORT PL 3/8" x PIPE OD CUT TO FIT — SST STIFFENER PL 3/8 "x2 13/16" (4 REQD) EX CONC PIER 1/3 OD oQ- CARpei SEAL 029995 Z �NGINE�� V Ay f� p PLAN GRAVEL AND RIP RAP FILTER BERM BASIN 1/4"x6" SST STRAP 2— 3/4 "0 SST BOLTS (4 TOT) 3/8 "x5" NEOPRENE BRG PAD, SEE NOTES x � �o o z Ow C) U En REMOVE AND BE SECTION GRAVEL AND RIP RAP FILTER BERM BASIN 0227016 SST PIPE STRI SEE DETAIL 4/ SST SOLE PLATE \T 1 /2 "x6 "xPIPE OD ON 1" NON— SHRINK GROUT 2— 3/4 "0 SST ADHESIVE 1 1/2' ANCH W/6 1/4' EMBED TYP (4 TOT) PIPE OD NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ELEVATION OF TOP OF EXISTING PIERS PRIOR TO ORDERING SUPPORTS. DETAIL NTS D -1 ffizENMD SAWYER Environmental Engineers & Scientists 4011 WestChcse HIvd, Raleigh, North Carolina 27607 License Number: C -0381 DEMOLITION qa" f qa" f EMOVE CONCRETE TO PROVIDE A IVERT ELEVATION EQUAL TO THE MISTING PIPE INVERT, SEE NOTE DETAIL 2 3/4" =1' -0' D -1 24 "0 DIP 3/4 -0 SST ADHESIVE ANCH, SEE DET 4/0-1, TYP 3/8 "00" NEOPRENE BRG PAD, SEE NOTES REPAIR CONCRETE WITH NON— SHRINK GROUT (1" MIN) TO PROVIDE UNIFORM BEARING UNDER PIPE ORANGE WATER AND SEWER AUTHORITY CARRBORO, NORTH CAROLINA FRIDAY CENTER INTERCEPTOR DEMOLITION 20 "f 20 "f DETAIL 3 3/4" =1' -O" D -1 NOTES: 1 REMOVE PORTION OF CONCRETE PIPE SUPPORT TO PROVIDE ADEQUATE BEARING FOR NEW PIPE. OVEREXCAVATE TO PROVIDE SPACE FOR 1" NON— SHRINK GROUT FILL BETWEEN BEARING PAD AND EXISTING CONCRETE SURFACE. COAT ANY EXPOSED REINFORCING STEEL WITH AN ANTI — CORROSION COATING PRIOR TO INSTALLING NON— SHRINK GROUT. 2 PROVIDE 3/8" NEOPRENE BEARING PAD BETWEEN PIPE AND SUPPORT. COORDINATE PAD WIDTH WITH SUPPORT GEOMETRY (10 "t WIDE). 3 NEOPRENE PAD SHALL BE DUROMETER 40 TO 50 MATERIAL HARDNESS. PROVIDE APPROVED ADHESIVE ON BOTH CONTACT SURFACES OF PAD. 4 PROVIDE 3/8 "x6" NEOPRENE BEARING PAD AROUND PIPE BETWEEN PIPE AND STRAP. STRAP SHALL BE SNUG TIGHT TO PAD. REMOVE PIPE, STRAP AND BEARING PAD 30'0 CASING PIPE 24 '0 DIP, INV TO MATCH EX PIPE. INSTALL CARRIER PIPE SIMILAR TO OWASA DETAIL 517.01 SEE DET 4/D -1 FOR STRAP, SIM, COORD GEOMETRY W /FIELD CONDITIONS 2- 3/4'0 SST ADHESIVE ANCH ES (6 1/2' EMBED) MISCELLANEOUS STANDARD DETAILS BEFORE YOU DIG! CONTACT ONE —CALL CE?f R CALL 811 OR 1,800-632 --4949 THE SCALE BAR DATE JULY 2012 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32194 -002 NCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. D-1 TC FE BE 11 TC WA! w�i�rr�r�r SEDIMENT 9" DIAMETER I. IIVW M.,I nLLI%LT ANU ArILR LALM miNrALL LYLN1 THAT PRODUCES } INCH OR MORE OF RAIN. REMOVE SEDIMENT AND DEBRIS. TOPDRESSING WITH 1 -INCH CLEAN, WASHED STONE AS NECESSARY. 2. REMOVE ACCUMULATED SEDIMENT. THE CONTRACTOR SHALL DISPOSE OF SEDIMENT OFF -SITE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS. (DETAIL ADOPTED FROM THE TOWN OF HOLLY SPRINGS, NORTH CAROLINA - ENGINEERING DEPARTMENT). STEEL FENCE POST WIRE FENCE HARDWARE CLOTH 1" DIAMETER WASHED STONE LJ STEEL FENCE POST SET MAX 2' APART MIN. 18' INTO SOLID GROUND 3' FILTER FABRIC ON GROUND BURY WIRE FENCE AND HARDWARE CLOTH \--BURY 8" OF UPPER EDGE OF FILTER FABRIC IN TRENCH PROFILE VIEW STABILIZED OUTLET FOR SILT FENCE 0227024R STORM SEWER ^� CURB INLET 1 REGULATORY APPROVAL N0. ISSUED FOR DATE BY SEDIMENT LOG INLET PROTECTION DETAIL NTS Ed DEOGNED XXX DRAWN XXX CHECKED PROD. ENCR. HTT APPROVED IYI11\ IL LYLI,11111JG 20126815 1L27A 0: 32194— RAL�32194- 062�drawings�56etoils�6 -2dwg By:ENG Lost Saved 8y. pselisker XREFs= .. �Tltle5lock�32194- 002TB,, �XreCFFT_ InletProtectlon ,.�Xref�0257701R,H:�36558�MI5C SITE 6ETAIL5�0227624R FILTER FABRIC, AND HARDWARE CLOTH IN TRENCH NOTES: 1. SEDIMENT LOG SHALL CONSIST OF RECYCLED SYNTHETIC FIBERS. 2. SEDIMENT LOG SHALL EXTEND A MINIMUM OF 12" BEYOND INLET OPENING. 3. GRATE SHALL BE COVERED WITH AN ABOVE GRATE SEDIMENT CONTROL SYSTEM SUCH AS "GRATEGATOR ', OR EQUAL. MAINTENANCE REQUIREMENTS: 1. INSPECT SEDIMENT LOG ON A WEEKLY BASIS AND AFTER EACH RAINFALL EVENT PRODUCING 4 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 j THE DIAMETER OF THE LOG. SEDIMENT SHALL BE REMOVED OFF —SITE BY THE CONTRACTOR IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS. SEDIMENT LOG SEDIMENT LOG ffizEN AND SAWYER Environmental Engineers & Scientists 4011 WestChcse HIvd, Raleigh, North Carolina 27607 License Number: C -0381 WOOD STAKE, SEE DETAIL A SEE DETAIL B SJ��6` O PLAN VIEW STORM SEWER PEE F v�,r pL' SV�F r��ON i i i i i i SERFAGE � o O PA►IE� O 0° 0 O °00 0 0 0 0 O 000000000 0 0 00 00 00 00 00 i 0 00 00 do 00 0 00000000 000000 a O CO na MAINTENANCE REQUIREMENTS: 1. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FORM LEAVING THE CONSTRUCTION SITE. PERIODIC TOPDRESSING WITH 2 —INCH CLEAN, WASHED STONE IF NECESSARY. 2. INSPECT WEEKLY AND AFTER EACH RAINFALL PRODUCING I INCH OR MORE OF RAIN FOR ACCUMULATED SEDIMENT. REMOVE ANY ACCUMULATED SEDIMENT AS NECESSARY. 3. IMMEDIATELY REMOVE MATERIALS, SEDIMENT, AND /OR DEBRIS THAT HAS BEEN TRACKED ONTO ROADWAYS. 6' 20' CEO S SAS ORANGE WATER AND SEWER AUTHORITY CARRBORO, NORTH CAROLINA FRIDAY CENTER INTERCEPTOR F�RIc 0ov ^ ^II MIA l IrMIllrAlT I r�11e� STAKE DETAIL (WITH TRENCH) NO SCALE 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. 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 1/2 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. FIBER FILTRATION TUBE INLET PROTECTION DETAIL z 1I� OiN�AN E 2.3 5 WASH TEMPORARY GRAVEL CONSTRUCTION ENTRANCE / EXIT 0257701R 0 C C Of LET 1 OF p 5f f� ORS �R 15 0160 * OR AS SHOWN ON PLAN MISCELLANEOUS STANDARD DETAILS kKE %KE TO ONLY 'E NETTING THE SCALE BAR DATE JULY 2012 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32194 -002 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. I I D-2 _O H fi Cn 0 U O LL W 0 z 0 0 Q z_ J Lu Details Provpded Ia APPIA'4 Consulting Er+ 'users WWW,A�PtANENGINEER5wCO�I �E 25ar2t1tI7 — 12.11:4 Y g R /`M R/W 1 RIGHT OF WAY - NOTE 2 � ,L r. 0 t CARRIER PIPE — ' mIN 36' APS #+ ODFI_ AD PIP -1, ON rNC SEAL SLIP JOINT DIP BEYOND -MIN" OR A--'PROVED EQUAL PIPE S FfL OF 1 ` JT DIP PIPE '�I =?SE�� ASSEMBLY BITCH SEE CET�+,L rmwMANHOLE COVER & RING SEE DETAIL 53101 ami� I DESIGNED XXX DRAWN XXX CHECKED PRO,J ENGR. HTT 1 REGULATORY APPROVAL Na ISSLED FOR DATE RE APPROVED 20120315 11:28A 0:32194 RAL \32194 GPC2 \draw ' rgs \S3etois \D -3.dwg ©,,:ENG Last Saved By. pselisker KREFs— °`�iite6l ©ck�td2'84 CZt© APPANFNGINEERS.COM 1252007 - 12:12:14 PM i - Eft 2007 — 12:19:28 PM 111 PART �R MODEL J Celt. Na SLEEVE E3OOT5 I §FOR —N -SEAL or PSX 5 WS pI N IN NOTE 3 PLAN VIEWS t MOTE I; no] . an �. Details Provided or APPIAN Consulting Engineers - 06/25/2007 — 12:12:38 FIX Z STREET APPLICATION F_ 12" FROM TOP OF COVER TO GRACE F_ $ SEE DETAIL 532,06 FIELD & WOOD . # � � � FOR MANHOLE RING AND APPLICATION � COVER GRACE ADJUSTMENT ' 11 VIII tit iNFI- SHIELD UNIUAND EXTERNAL. SEALING SYSTEM I®IIE =1II— I)IA PER DETAIL 532,09 LL PLACE I /2" GROUT BETWEEN 4 W �'ti MANHOLE CASTING AND GRACE ADJUSTMENT RING O #3 0 S" a a a x�c FRAME. SEE DETAIL, 532.06 I USE ECCENTRIC CONE 0 I � Z X. a 4' DIA. UNDER LEI° DEPTH : HE AP ALL JOINTS WILL HAVE MASTIC 5° CIA. OVER tai' DEPTH - H & S jO9 JOINT SEALER & BE PADDED MEASURES ONE NUMBER 32194-002 Ci INSIDE &LINT WITH MORTAR CONTRACT DRAWING I -INFF— SHIELD SEAL WRAP NUMB EH, NUMB EH EXTERNAL SEALING 'SYSTEM ON D -3 6' ALL BURIED JOINTS 1* 00 1 1 11 I 3 + 0 8. O,C 1_ Cr a t y I a 1 Gixta WI,4xWI.4 WELDED I 1 WIDE FABRIC SLOPE OF CHANNEL I1 1 • a t INFt —SHCLD EXTERNAL SEALING THOU MANHOLE = 4% SYSTEM ON ALL GLRIEI� JOINTS 0.10` PALE. UNLESS SHOWN OTHERWISE ON FLANS. ... SEE NOTES 2 AND 5, � 4 SET MANHOLE iN 12' NO 57 STONE FORMED CONCRETE INVERT ar OFF GFTAII 537 (17 SEE SPECS FOR FOUNDATION DESIGNED XXX DRAWN XXX CHECKED PRO,J ENGR. HTT 1 REGULATORY APPROVAL Na ISSLED FOR DATE RE APPROVED 20120315 11:28A 0:32194 RAL \32194 GPC2 \draw ' rgs \S3etois \D -3.dwg ©,,:ENG Last Saved By. pselisker KREFs— °`�iite6l ©ck�td2'84 CZt© APPANFNGINEERS.COM 1252007 - 12:12:14 PM i - Eft 2007 — 12:19:28 PM 111 PART �R MODEL J Celt. 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