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Home My WebLink About20140646 Ver 1_Site Plan_20140624} { �K lY � ROXBORO GRANVILLE I OXFORD HEN PERSON I i I f 501 J FRANKLIN 85 85 DURHAM N1 ORANGE CHAPEL HILL RALEIGH � 70 401 --- __ WAKE ARY 40 64 264 501 64 .. PITTSBORO i 1 �CA ON M JOHNSTON 15 GARNER 401 70 40 / SMITHFIELD 95 50 LEE 301 i HARNETT 701 i 10 " 0 5 10 20 SCALE ifiJ MILES 20140606 2:40P \ \hsral— server \Projects\ 32265 —RAL\ 32265 - 000\ drawings \GEN \Coversheet.dwg 3y:ENG Last Saved By: skone XREF's= .. \MISC \Vicinity Map,.. \MISC \Location Map CARp�i _ �oF - SSio�9 'Ly SEAL 028398 �.y FNGINEF� �ISTOPNF'� f 4 d: r NOT TO SCALE 19 10 F.11 4 MYTIATA If R-� M 1:14 ql��S�w mamom ABBREVIATIONS GENERAL NOTES INDEX OF DRAWINGS AC ASBESTOS CEMENT Gi'M GALLONS PER MINUTE RED REDUCER 1. ALL KNOWN EXISTING UTILITIES HAVE BEEN LOCATED FROM INFORMATION AVAILABLE 18. ALL FIRE HYDRANT SYMBOLS SHOWN IN PLAN ARE NOT SHOWN AT EXACT STATION ADDL ADDITIONAL OR GRADE REF REFERENCE AND ARE SHOWN FOR GENERAL INFORMATION ONLY. PRIOR TO START OF OFFSET. WHERE FEASIBLE ALL FIRE HYDRANTS SHALL BE 3' OFF PROPERTY LINE IN DRAWNG #I:DRA G TITLE AFF ABOVE FINISHED FLOOR GV GATE VALVE REINF REINFORCING CONSTRUCTION CONTRACTOR SHALL CONTACT ONE CALL CENTER (800- 832 -4949) IN RIGHT -OF -WAY OR EASEMENT, W /IN 5' OF MAIN OR 1' INSIDE RIGHT -OF -WAY ON COVER COVERSHEET AL ALUMINUM ow GUY WIRE READ REQUIRED ACCORDANCE WITH STATE REQUIREMENTS. CONTRACTOR SHALL LOCATE ALL UTILITIES DOT STREET. A 6° GATE VALVE AND ACCESSORIES SHALL BE PROVIDED FOR ALL X -1 INDEX AND GENERAL NOTES APPROX APPROXIMATE REST RESTRAINED IN ADVANCE OF PIPELINE EXCAVATION TO DETERMINE EXACT SIZE, DEPTH AND FIRE HYDRANT ASSEMBLIES. ASPH ASPHALT HORZ HORIZONTAL RJ RESTRAINED JOINT LOCATION OF ALL UTILITIES WHETHER SHOWN OR NOT SHOWN ON THE CONTRACT HP HIGH POINT RPM REVOLUTIONS PER MINUTE DRAWINGS. THIS SHALL BE DONE WELL IN ADVANCE OF PIPE LAYING OPERATIONS, SO 19. SUBSURFACE INFORMATION SHOWN ON DRAWINGS WAS TAKEN FROM GEOTECHNICAL B BORING RR RAILROAD / REPORT PROVIDED AS AN APPENDIX IN THE CONTRACT AND IS SHOWN FOR HWL HIGH WATER LEVEL THAT THE ENGINEER OWNER HAS ADEQUATE TIME TO MAKE ANY NECESSARY CIVIL BFV BUTTERFLY VALVE RTU REMOTE TERMINAL UNIT RE- ALIGNMENTS OR ADJUSTMENTS WITHOUT CLAIM FOR DELAY. ALL COSTS CONTRACTORS CONVENIENCE. THE INCLUSION OF THIS INFORMATION ON THE BLDG BUILDING ID INSIDE DIAMETER RW RAW WATER ASSOCIATED WITH ANY DAMAGE TO KNOWN OR UNKNOWN EXISTING UTILITIES CONTRACT DRAWINGS DOES NOT EFFECT STANDING OF INFORMATION AS DESCRIBED IN C -01 CARY PARKWAY & LILLY ATKINS ROAD BM BENCH MARK R/W RIGHT OF WAY BOA BLOWOFF ASSEMBLY h`� INCH RESULTING FROM THE CONTRACTORS FAILURE TO IDENTIFY AND ADEQUATELY THE GENERAL AND SUPPLEMENTAL CONDITIONS. C -02 BIRKHAVEN DRIVE BOC BACK OF CURB INV INVERT PROTECT EXISTING UTILITIES DURING CONSTRUCTION SHALL BE BORNE SOLELY BY THE C -03 PENNY ROAD WATER MAIN SAN SANITARY CONTRACTOR. 20. CONTRACTOR SHALL VERIFY EXACT MATERIALS, LOCATION, ELEVATIONS, DIMENSIONS, BV BALL VALVE C -04 PENNY ROAD WATER MAIN LB POUND /LINE BACK SCH SCHEDULE AND LAYOUT OF EXISTING PIPING TO BE CONNECTED TO PRIOR TO ORDERING LF LINEAR FEET SD STORM /SITE DRAIN 2. IF SHOWN, EXISTING UTILITIES ARE SHOWN FOR GENERAL INFORMATION ONLY. MATERIALS OR COMMENCING CONSTRUCTION. C -05 PENNY ROAD WATER MAIN CB CATCH BASIN LP LIGHT POLE SECT SECTION CONTRACTOR TO LOCATE ALL UTILITIES IN ADVANCE OF THE PIPELINE EXCAVATION TO C -06 PENNY ROAD WATER MAIN CF CUBIC FEET L PT LOW POINT SF SQUARE FEET DETERMINE EXACT SIZE, DEPTH, LOCATION OF ALL UTILITIES WHETHER SHOWN OR NOT 21. CONTRACTOR SHALL PROVIDE A MEANS TO KEEP ALL PIPING ISOLATED FROM EXISTING C -07 PENNY ROAD WATER MAIN CI CAST IRON /CUBIC INCHES LT LIGHT SHT SHEET SHOWN. THIS SHALL BE WELL IN ADVANCE OF PIPE LAYING OPERATIONS, SO THAT TESTED PIPING UNTIL ALL NEW PIPING HAS BEEN PRESSURE TESTED, PIGGED AND C -08 HOLLY SPRINGS ROAD PUMP STATION CL CENTER LINE L? ,NL LOW WATER LEVEL SPEC SPECIFICATION THE ENGINEER /OWNER HAS ADEQUATE TIME TO MAKE ANY NECESSARY FLUSHED, DISINFECTED, BACTERIOLOGICALLY TESTED, AND ACCEPTED FOR USE BY CLR CLEAR SQ SQUARE RE- ALIGNMENTS OR ADJUSTMENTS WITHOUT CLAIM FOR DELAY. MUNICIPALITY. CMP CORRUGATED METAL PIPE MECH MECHANICAL SS SANITARY SEWER MECHANICAL CO CLEANOUT YG MILLION GALLONS SST STAINLESS STEEL 3. ALL SHORING WILL BE IN ACCORDANCE WITH OSHA TRENCHING STANDARDS PART 126, 22. CONTRACTOR SHALL MAINTAIN ACCESS TO AFFECTED PROPERTIES AT ALL TIMES M -01 TRINITY ROAD PUMP STATION - PLAN CONC CONCRETE 1YGD MILLION GALLONS PER DAY ST STREET SUBPART P, AMENDED TO DATE. DURING CONSTRUCTION. M -02 TRINITY ROAD PUMP STATION SECTION CONT CONTINUOUS YH MANHOLE STA STATION CORP CORPORATION YIN MINIMUM STD STANDARD M -03 TRINITY ROAD PUMP STATION - SECTION CV CHECK VALVE �tlI SC MISCELLANEOUS 4. PIPELINE TO BE LAID ON CONSTANT GRADE (UP OR DOWN) TO AVOID NIGH SPOTS 23. THE CONTRACTOR SHALL HAVE A COMPLETE SET OF CONTRACT DOCUMENTS AS WELL MECHANICAL JOINT TBM TEMPORARY BENCH MARK BETWEEN AIR RELEASE VALVES. MIN FOUR(4.0) FEET OF COVER UNLESS SHOWN AS ALL PERMIT APPROVALS AND EASEMENTS ON THE JOB SITE AT ALL TIMES. CY CUBIC YARD Y TC TOP OF CURB .OTHERWISE. ELECTRICAL 24. CONSTRUCTION AND MATERIAL SPECIFICATIONS SHALL CONFORM TO THE STATE OF DIA (0) DIAMETER 1, PW NON POTABLE WATER TCE TEMPORARY CONSTRUCTION 5. DEFLECT PROPOSED PIPE AS NECESSARY. DO NOT EXCEED 75% OF MANUFACTURERS NORTH CAROLINA, TOWN OF CARY STANDARD SPECIFICATIONS AND CONSTRUCTION E -01 GENERAL NOTES, LEGEND, AND DETAILS DIM DIMENSION ,; EASEMENT E -02 HOLLY SPRINGS ROAD PUMP STATION - PLANS, DIAGRAMS, AND SCHEDULES DIP DUCTILE IRON PIPE sTS NOT TO SCALE TDH TOTAL DYNAMIC HEAD RECOMMENDED DEFLECTION. DETAILS, AND THE CONTRACT DOCUMENTS. E -03 TRINITY ROAD PUMP STATION - BOTTOM PLAN DISCH DISCHARGE OC ON CENTER TEMP TEMPERATURE 6. DRAWINGS REFLECT ALL PROPOSED AND TEMPORARY EASEMENTS. EASEMENTS WILL 25. ALL SHOP DRAWINGS MUST BE REVIEWED BY ENGINEER AND MEET THE REQUIREMENTS E -04 TRINITY ROAD PUMP STATION - TOP PLANS AND DIAGRAMS DWG DRAWING OD OUTSIDE DIAMETER TOF TOP OF FOOTING BE PROCURED BY THE OWNER. LEGAL DEFINITIONS AND EXACT LOCATION AND OF THE CONTRACT DOCUMENTS BEFORE MATERIALS AND EQUIPMENT ARE ORDERED. EA EACH PC POINT OF CURVE /PIECE DIMENSIONS OF ALL EASEMENTS WILL BE MADE AVAILABLE UPON CONTRACTORS 26. CONTRACTOR SHALL CLEAR AND GRUB ALL UTILITY EASEMENTS, AS DIRECTED BY THE DETAILS EIP EXIST IRON PIPE PCF POUNDS PER CUBIC FOOT TOM TOP OF MASONRY /MANHOLE REQUEST. EL OR ELEV ELEVATION TOS TOP OF SLAB OWNER, TO INSTALL NEW UTILITIES. ON ROADWAY RIGHT -OF -WAYS, THE CONTRACTOR D -01 TOWN OF CARY STANDARD DETAILS Pi POINT OF INTERSECTION SHALL ONLY REMOVE THE TREES MARKED ON THE PLANS AND SHALL MAKE EVERY D -02 TOWN OF CARY STANDARD DETAILS ELEC ELECTRIC /ELECTRICAL PL PROPERTY LINE TOW TOP OF WALL 7. ALL CONCRETE AND ASPHALT DRIVEWAYS TO BE SAW CUT AND REPAIRED. EFFORT DURING CONSTRUCTION TO PROTECT THE TREES THAT WILL NOT BE REMOVED. EOG EDGE OF GRAVEL PP POWER POLE TYP TYPICAL D -03 TOWN OF CARY STANDARD DETAILS 8. CONTRACTOR IS TO REPLACE DAMAGED DRIVEWAY CULVERTS WITH SAME SIZE RCP NOT ALL TREES HAVE BEEN SHOWN. MORE SIGNIFICANT TREES HAVE BEEN SHOWN D -04 MISCELLANEOUS STANDARD DETAILS EOP EDGE OF PAVEMENT PRV PRESSURE RELIEF VALVE FOR CONTRACTOR CONVENIENCE. D -05 MISCELLANEOUS STANDARD DETAILS PS PUMPING STATION UG UNDERGROUND EXCEPT. NEW DRIVEWAY CULVERTS MUST BE MINIMUM 15 RCP. PSF POUNDS PER SQUARE FOOT UPE TOWN OF CARY UTILITY AND 27 CONTRACTOR SHALL REPAIR ALL DRIVEWAYS, PAVED OR UNPAVED, TO EXISTING OR D -06 MISCELLANEOUS STANDARD DETAILS PSI POUNDS PER SQUARE INCH PIPELINE EASEMENT :9. CONTRACTOR TO PROVIDE ADEQUATE SUPPORT FOR POWER POLES. COMPACT TRENCH BETTER CONDITIONS IF DISTURBED DURING CONSTRUCTION. . FC FLUSHING CONNECTION PT POINT OF TANGENT /POINT UTIL UTILITY FIVE (5) FEET EACH SIDE OF POWER POLES TO 95 % -98% STANDARD PROCTOR. FD FLOOR DRAIN CONTRACTOR SHALL COORDINATE UTILITY POLE SUPPORT WITH THE APPROPRIATE FF FINISH FLOOR ?VC POLYVINYL VCP VITRIFIED CLAY PIPE UTILITY COMPANIES. 28. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION OF EXISTING UTILITIES IF FH FIRE HYDRANT REQUIRED DURING INSTALLATION OF NEW WORK. THERE WILL BE NO ADDITIONAL OR FLG FLANGE VEL VELOCITY SEPARATE PAY ITEM FOR THIS WORK UNLESS SPECIFICALLY CALLED OUT IN THE BID VOL VOLUME '10. PROVIDE TRAFFIC CONTROL, BARRIERS, TRENCH COVER, AND ALL ELSE REQUIRED TO FORM. ANY RELOCATION OF EXISTING UTILITIES MUST BE COORDINATED WITH THE FM FORCE MAIN PVMT PAVEMENT PERFORM THE WORK IN ACCORDANCE WITH NCDOT STANDARDS AND MUTCD. FRP FIBERGLASS T W RGLASS REINFORCED aW POTABLE WATER / AFFECTED UTILITY COMPANY. FT WITH '11. RESTORE ALL DRIVES, FENCING, PAVEMENT, AND GRASSED AREAS TO THEIR ORIGINAL FTG FOOTING /FITTING WH WIRE HEIGHT CONDITION AND MAINTAIN UNTIL FINAL ACCEPTANCE OF THE PROJECT. 29• THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO THE EXISTING GRADE QTY QUANTITY WL WATER LINE UNLESS OTHERWISE NOTED ON THE DRAWINGS. G GAS GAS LINE WSE WATER SURFACE ELEVATION 12. ALL ITEMS THAT ARE REMOVED AND REPLACED OR DISTURBED DURING CONSTRUCTION GAL GALLON RCP ROAD/ROOF REINFORCED CONCRETE PIPE WWF WELDED WIRE FABRIC ARE TO BE REPLACED WITH EQUAL OR BETTER QUALITY THAN THE ORIGINAL. 30. ALL DRIVEWAYS SHALL BE REPAIRED AS SOON AS CONSTRUCTION HAS PASSED. A R MINIMUM OF 6° OF CABC SHALL BE USED FOR TEMPORARY REPAIR ON ASPHALT AND GALV GALVANIZED RECP RECEPTACLE CONCRETE DRIVEWAYS UNTIL PERMANENT REPAIR CAN BE COMPLETED. '13. WHEN EXISTING UTILITY LINES ARE EXPOSED DURING CONSTRUCTION THE CONTRACTOR SHALL PROVIDE SUPPORT AS NECESSARY TO PREVENT DAMAGE TO THE EXISTING 31. ALL EXCAVATED MATERIAL SHALL BE PLACED WITHIN THE LIMITS OF DISTURBANCE OVERALL EROSION & SEDIMENTATION QNTORL NOTES UTILITY. DURING UTILITY INSTALLATION. THE CONTRACTOR SHALL PROVIDE THE NECESSARY 14. ALL BENDS SHALL BE RESTRAINED VIA RESTRAINED JOINT PIPING AS SHOWN ON SEDIMENT AND EROSION CONTROL MEASURES TO CONTROL RUN -OFF. ALL EXCESS 1. THE CONTRACTOR SHALL POST EROSION & SEDIME`lTATION CONTROL PERMIT ON JOB SITE, AS REQUIRED. PLANS. EXCAVATED MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION SITE AND DISPOSED OF LEGALLY. 2. THE CONTRACTOR IS ENCOURAGED TO PHASE CONSTRUCTION TO MINIMIZE EXPOSED SOIL AREAS THROUGHOUT THE PROJECT. '15. ONLY PIPE AND MATERIALS THAT ARE TO BE INSTALLED WITHIN THE WORK DAY MAY BE STORED WITHIN THE NCDOT RIGHT -OF -WAY. MATERIAL SHALL BE BARRICADED 32. MAILING ADDRESS FOR PROPERTY OWNERS IS PROVIDED ONLY WHEN DIFFERENT THAN 3. THE ANGLE OF GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER SEPARATED FROM TRAFFIC, AND HAVE SIGNAGE AS REQUIRED BY NCDOT. SITE ADDRESS. ADEQUATE EROSION - CONTROL DEVICES OR STRUCTURES. 33. CONTRACTOR SHALL PROVIDE DETAILED PLAN FOR FLUSHING AND TESTING OF NEW 16. CONTRACT DRAWINGS C -1 THROUGH C -12 ARE REFERENCED TO THE NAD83 4. AS PER NORTH CAROLINA DWQ CONSTRUCTION GEI. HORIZONTAL SURVEY DATUM AND NAVD88 VERTICAL SURVEY DATUM _ . RAL PERMIT NCG01 PERIMETER DIKES SWALES DITCHES AND SLOPES DISTURBED AREAS WITHIN HIGH WATERMAINS IN ADDITION TO THE ENTIRE 16 HOLLY SP RINGS ROAD W AT E RMAIN QUALITY WATER (HWQ) ZONES, AND SLOPES STEEF'=R THAN 3H:1V FOLLOWING COMPLETION OF ANY PHASE OF GRADING, SHALL BE PLANTED OR LOCATED BETWEEN TRYON ROAD AND THE HOLLY SPRINGS PUMP STATION. OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION WITHIN 7 17. PLACEMENT OF EXCAVATED MATERIAL ON PAVED SURFACES SHALL ONLY BE ALLOWED CALENDAR DAYS. WITH THE APPROVAL OF NCDOT. SCREENINGS SHOULD BE USED WHEN MATERIAL IS 34. ANY OPERATION OF CITY OF RALEIGH VALVES SHALL BE DONE BY CITY PERSONNEL. PLACED ON PAVED SURFACES. THE CITY OF RALEIGH ENGINEERING INSPECTIONS REQUEST PHONE NUMBER IS 5. ALL OTHER SLOPES OF 3H : 1V OR FLATTER (EXC -PT THOSE WITH SLOPES GREATER THAN 50 FEET IN LENGTH OR WITHIN HWQ ZONES) SHALL BE 919- 996 -3030. PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION WITHIN 14 CALENDAR DAYS. 6. ALL ONSITE ACTIVITIES SHALL BE MANAGED TO INSz-JRE NO ADVERSE IMPACTS TO WATER QUALITY OCCUR DURING AND AFTER CONSTRUCTION. THE LEGEND ACTIVITIES REQUIRE OVERSIGHT THROUGHOUT THE - ONSTRUCTION PROCESS TO ASSURE THAT ALL WATER QUALITY STANDARDS ARE PROTECTED. MATERIALS SYMBOLS SECTION AND DETAIL KEYING LI N ETYPES 7. THE CONTRACTOR SHALL FURNISH AND INSTALL AL'_ NECESSARY EROSION CONTROL MEASURE WHETHER OR NOT SHOWN ON THE PLANS TO PROTECT ADJACENT CREEKS, RIVERS, ROADWAYS, ETC. FROMM SILTATION AND EROSION. PROPOSED PIPE NEW AIR /VACUUM DRAWINGS ARE CROSS REFERENCED IN THE FOLLOWING METHOD: 8. EACH EROSION AND SEDIMENTATION CONTROL MEASURE SHALL BE INSPECTED ON A WEEKLY BASIS AND WITHIN 24 HOURS FOLLOWING A STORM EVENT �� GRADE OR EARTH fififa = ' ROCK VALVE ASSEMBLY (A) A SECTION CUT ON DRAWING A3 IS IDENTIFIED AS FOLLOWS: PROPOSED ITEMS GREATER THAN ONE -HALF INCH. EACH MEASURE SHALL BE MAINTAINED AS INDICATED IN NCDENR EROSION AND SEDIMENTATION CONTROL PLANNING AND W EXIST. WATER LINE SECTION LETTER DESIGN MANUAL. FH � EXIST. FIRE HYDRANT ASPHALT PAVING � STEEL A DRAWING MERE SECTION IS SHOWN EXISTING ITEMS 9. ALL EXCESS SOIL RESULTING FROM EARTHWORK OPERATIONS SHALL BE STOCKPILED IN DESIGNATED STOCK PI LE/LAYDOWN AREAS. TEMPORARY SEEDING SS - -- EXIST. SANITARY SEWER MH O EXIST. SAN. SEWER MH A6 MEASURES OF ALL STOCKPILE /LAYDOWN AREAS SHALL BE EMPLOYED THROUGHOUT CONSTRUCTION. STOCKPILE LOCATIONS SHALL MORE THAN 50 FT FROM HIDDEN ITEMS STORM DRAINS AND /OR STREAMS AND SHALL REMAIN WITHIN THE DESIGNATED LIMITS OF DISTURBANCE. THE CONTRACTOR SHALL REMOVE AND DISPOSE SAND INSULATION WM EXIST. WATER METER (B) THE SECTION SHOWN ON DRAWING A6 IS IDENTIFIED AS FOLLOWS: OSUBMSTTTO T EXCESS SQUIRED PERMTISL�;ND IAHLISTTHIRTY OF DISPOSAL CONSECUTIVE OR DAYS EXCESS /U NOTICE U TABLE MATERIAL. GRAVEL THE CONTRACTOR SHALL SD EXIST. STORM DRAIN SECTION L:ETTER7�� DEMOLITION ITEMS GRAVEL WATER SURFACE PP 0 EXIST POWER POLE A DRAWING FROM WHERE SECTION WAS TAKEN 10. ALL PIPE WORK SHALL BE INSTALLED IN ACCORDAICE WITH STANDARD CONSTRUCTION TECHNIQUES. ONLY THE LENGTH OF TRENCH IN WHICH PIPE CAN -- E EXIST. ELECTRICAL A3 CENTER LINE BE INSTALLED IN ONE DAYS TIME SHALL BE OPEN AT ANY TIME, WITH SPOIL MATERIAL PLACED ON THE UPHILL SIDE OF THE TRENCH. PIPING SHALL BE CO 0 EXIST. SS CLEANOUT CAPPED AT THE END OF EACH WORK DAY TO PREVENT SEDIMENT FROM ENTERING PIPE. TRENCH SHALL BE BACKFILLED AT END OF EACH WORK DAY. DETAILS ARE CROSS REFERENCED IN A SIMILAR MANNER, EXCEPT DETAILS e � q CONCRETE GRATING - T EXIST. TELEPHONE ARE IDENTIFIED BY A SQUARE WITH A NUMBER IN THE UPPER HALF. MATCH LINE 11. THE NORTH CAROLINA SEDIMENTATION POLLUTION CONTROL ACT REQUIRES PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES TO INSPECT THE AP SOIL BORING /AUGER PROBE PROJECT AFTER EACH PHASE OF CONSTRUCTION T?J MAKE SURE THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED, AS STANDARD DETAILS ARE REFERENCED BY A UNIQUE SEVEN DIGIT NUMBER ORIGINALLY APPROVED. THE SELF INSPECTION PRO,---'RAM IS SEPARATE FROM THE WEEKLY SELF MONITORING PROGRAM OF THE NPDES STORMWATER GAS EXIST. GAS PERMIT FOR CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL COMPLETE THE SELF INSPECTION FORM PROVIDED IN THE SPECIFICATIONS AS A PART CONC. FILL OR GROUT CHECKERED PLATE SR SEISMIC LINE AND ARE SHOWN ON THE CONTRACT DRAWINGS BY ONE OF TWO METHODS: vvvvv OF THE SELF INSPECTION PROGRAM. RESPONSIBLE: PARTY FOR CONTRACTORS SHALL BE DESIGNATED BY NAME. FERENCED ITE 1 JV.7LVJ ��- 12. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE, PERMANENT VEGETATION IS ESTABLISHED ON ALL � CONC. MASONRY UNIT � GLASS EXIST. VALVE EXIST GROUND PROFILE OR: DISTURBED AREAS AND APPROVAL BY THE INSPECTOR IS GIVEN. -- PROPOSED VALVE CREEK / DITCH SEE 1509203 -° REFERENCED ITEM] BRICK WOOD BLOCKING STANDARD DETAILS ARE COMPILED IN APPROXIMATE NUMERICAL ORDER IN SILT FENCE EXIST EDGE OF PAVEMENT THE BACK OF THE CONTRACT DRAWINGS ON THE D* DRAWINGS. - -- N & S THE SCALE BAR DATE JUNE 2014 DESIGNED ___ S O�`N CAROB TOWN OF CARY SHOWN BELOW H & S JOB DRAWN = �oF�SS /0�,9 y CARY, NORTH CAR ®LIMA MEASURES ONE NUMBER 32265 -000 - CHECKED_ SEAL INDEX AND GENERAL NOTES INCH LONG ON CONTRACT DRAWING 028398 Environmental Engineers & Scientists 3 NCDOT SUBMITTAL 5/14 RCB PROD. ENGR. HTT 4011 WestChase Blvd, Raleigh, North Carolina 27607 THE ORIGINAL NUMBER NUMBER FNGIN`LF -� � � CARY - RALEIGH DRAWING. 2 DLQ SUBMITTAL 5/14 RCB �' c License Number: C -0381 1 X_� 1 90% SUBMITTAL 2/14 RCB ��STOPN�`' WATER SUPPLY INTERCONNECTIONS PHASE NO. ISSUED FOR DATE BY APPROVED 20140606 2:41P \ \hsral- server \Projects\ 32265 -RAL \32265- 000 \drawings \GEN \X -1.dwg Ey:ENG Last Saved By: skone XREFs= .. \TBLOCK \32265 -000TB -*PLAN - CARY PARKWAY 1 LONG BODY MJ txlJ 11Nb WA I LKMAIN ANU F. MOVE EX WV APPURTENANCES TO BE SLEEVE (RESTRAINED), TYP TJP: 438.82 ;s.,:,. REMOVED BACK TO PROPOSED T: N: 436.77 - -- ° AN SLEEVE LOCATIONS. ITEMS 20"x`16" REDUCER SHOWN DARK ARE PROPOSED SMALL END PLAIN END CONSTRUCTION. DrIAMi17 F"V Rnn — REMOVE FY MN EX WV TOP: 43.27 TON: 434427 SFF NOTF 3..v...�.`v� DESIGNED DRAWN CHECKED 3 NCDOT SUBMITTAL 5/14 RCB PROJ. ENGR. NTT 2 DLQ SUBMITTAL 5/14 RCB 1 90% SUBMITTAL 2/14 RC3 NO. ISSUED FOR DATE B'APPROVED 20140606 2:41P \ \hsrol– server\ Projects\ 32265 –RAL\ 32265 - 000 \drawings \CIVIL \C- 01 -dwg By:EN ! Last Saved By. skone XREFs= .. \TBLOCK \32265– OOOTB,.. \00 \SP –ST –GARY– PARKWAY ,.. \00 \SP –ST– LILLY – ATKINS SDL EWN CAR9� Q�oF �_Ss/o29�'�y SEAS ?o 028398 FNCiNE�� ISTOPNF'� STA 0 +13 NEW 12° 90° BEND f . AND PROGRAMMABLE MARKER BALL -�` CHECK DAM, TYP I (SEE NOTE 8) �F ;f 0227003 SILT FENCE, TYP x 652 - 00000 -0053 PROPERTY LOCATION 3 NOW OR FORMERLY:'` ° °'�` LIN, CHAU MEI LIN, YU —TING Rr✓P ` =r 5110 LILLY ATKINS RD 9.0 355 350 345 N 652 - 00000 -0104 PROPERTY LOCATION,] NOW OR FORMERLY: GOOCH FAMILY GRANTOR TRUST MAILING:2601 HUNTERS MEADOW LN RALEIGH, NC 7405 HOLLY SPRINGS RD D.B. 14374, PG. 73 PIN NO. 0771485650 000 — STA 0 +92 NEW 16 °x12° SEE (SEE NOTE 8) PROPOSED TREELINE, T''P SEE NOTE 3 STA 0 +88 NEW 12 " 90° SEND (SEE NOTE 8) STA 0 +80 NEW 12 " 90° BEND (SEE NOTE 8) RECEIVING PIT PROPOSED 15" TCE TREE PROTECTION FENCE D.B. 7849, PG. 56 *NOTE THAT A REVERSE PIN NO. 0771480324 000 PLAN - LILLY ATKINS ROAD TAP IS REQUIRED 1 "� =20' 0 +00 ••O OD TOWN OF A• CARY, O• TH CAROL 1+00 360 355 350 345 1+50 FINAL DRAWINGS - NOT RELEASED FOR CONSTRUCTION CARY - RALEIGH WATER SUPPLY INTERCONNECTIONS PHASE I NOTES: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL TOWN OF CARY AND /OR NCDOT STANDARDS AND SPECIFICATIONS. 2. CONTRACTOR SHALL SUPPORT SIGNAL POLE DURING ALL EXCAVATION. 3. REMOVE ALL TREES IN THE VICINITY OF THE WATER MAIN CONNECTION. 4. ROD 20 " MJ SLEEVE AND 20 °x16° MJ REDUCER TO THRUST COLLAR. 5. ALL NEW PIPING SHALL BE RESTRAINED JOINT. 6. CONNECTIONS TO EXISTING MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA C651.4.7. 7. PRIOR TO ANY WORK CONTRACTOR SHALL VERIFY SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING PIPE THAT AFFECTS INSTALLATION OF NEW PIPE. MAINTAIN MINIMUM CLEARANCE SHOWN. 8. PROVIDE THRUST BLOCK PER DETAIL 0600.13/D -2 - PROVIDE TRUST BLOCK PER DETAIL 06000.13/D -2 16 " GV 16"x12° TEE LONG BODY MJ SLEEVE, TYP EX 16 " WL I �EX 16 "" WL 12 WL LILY ATKINS - DETAIL PLAN �� 1 ° =2' -011 1 e= 5" -0"" 1 °= 10" -0"" 1"=20'—O" MOW 9.0 355 350 345 N 652 - 00000 -0104 PROPERTY LOCATION,] NOW OR FORMERLY: GOOCH FAMILY GRANTOR TRUST MAILING:2601 HUNTERS MEADOW LN RALEIGH, NC 7405 HOLLY SPRINGS RD D.B. 14374, PG. 73 PIN NO. 0771485650 000 — STA 0 +92 NEW 16 °x12° SEE (SEE NOTE 8) PROPOSED TREELINE, T''P SEE NOTE 3 STA 0 +88 NEW 12 " 90° SEND (SEE NOTE 8) STA 0 +80 NEW 12 " 90° BEND (SEE NOTE 8) RECEIVING PIT PROPOSED 15" TCE TREE PROTECTION FENCE D.B. 7849, PG. 56 *NOTE THAT A REVERSE PIN NO. 0771480324 000 PLAN - LILLY ATKINS ROAD TAP IS REQUIRED 1 "� =20' 0 +00 ••O OD TOWN OF A• CARY, O• TH CAROL 1+00 360 355 350 345 1+50 FINAL DRAWINGS - NOT RELEASED FOR CONSTRUCTION CARY - RALEIGH WATER SUPPLY INTERCONNECTIONS PHASE I NOTES: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL TOWN OF CARY AND /OR NCDOT STANDARDS AND SPECIFICATIONS. 2. CONTRACTOR SHALL SUPPORT SIGNAL POLE DURING ALL EXCAVATION. 3. REMOVE ALL TREES IN THE VICINITY OF THE WATER MAIN CONNECTION. 4. ROD 20 " MJ SLEEVE AND 20 °x16° MJ REDUCER TO THRUST COLLAR. 5. ALL NEW PIPING SHALL BE RESTRAINED JOINT. 6. CONNECTIONS TO EXISTING MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA C651.4.7. 7. PRIOR TO ANY WORK CONTRACTOR SHALL VERIFY SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING PIPE THAT AFFECTS INSTALLATION OF NEW PIPE. MAINTAIN MINIMUM CLEARANCE SHOWN. 8. PROVIDE THRUST BLOCK PER DETAIL 0600.13/D -2 - PROVIDE TRUST BLOCK PER DETAIL 06000.13/D -2 16 " GV 16"x12° TEE LONG BODY MJ SLEEVE, TYP EX 16 " WL I �EX 16 "" WL 12 WL LILY ATKINS - DETAIL PLAN �� 1 ° =2' -011 1 e= 5" -0"" 1 °= 10" -0"" 1"=20'—O" MOW L , DESIGNED SDL DRAWN EWN CHECKED 4 DLQ RESUBMITTAL 6/14 3 _ NCDOT SUBMITTAL 5/14 _RCB RCB PROJ. ENGR.___ HTT 2 DLQ SUBMITTAL 5/14 RCB 1 90% SUBMITTAL 2/14 RCB NO. ISSUED FOR DATE BY APPROVED 20140623 1:39P 0: \32265 —f AL \32265- 000 \drawings \CIVIL \C- 02.dwg By SKANE Lost Soved By. skone XREFs= .. \TBLOCK\ 32265— OOOTB ... \00 \SP —ST— BIRKHAVEN `s J �P, N s wn, ,. do H� SEE NOTE 3 -- Gc.,, - EX WV TOP: 326.03 TON 323.13 UGE _. u, ,GE HOLLY SPRINGS R® (SR "1152) REMOVE EX BLOW —OFF AND CONNECT TO EX 12" GV — °F EX THRUST COLLAR —� tea, - �.-- ---- -- ------ SF --""'" LOD LOD--- _...._ -- lOD� M 6' w C - ., rte" ti1p , r ° INV r s 322.52 1 z .i -' � SILT FENCE, TYP ' ............. 0227000 " .. THRUST BLOCK, SEE NOTE 2 R/W EX 16" HOLLY SPRINGS ROAD WL, TYP BIRKHAVEN DRIVE - DETAIL PLAN .. . ..... - - - --------- UG NEW 12" WATER MAIN, TYP Q(3'�• -- - -QOM NEW 12" 90° BEND AND -PROGRAMMABLE MARKER BALL (PROVIDE THRUST BLOCK PER DETAIL 06000.13/D -2) NEW 16" GATE VALVE V IV � f RAW - __ NOTES: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL TOWN OF CARY AND /OR NCDOT STANDARDS AND SPECIFICATIONS. 2. PRIOR TO CONSTRUCTION OF MAIN TIE —IN CONFIRM RESTRAINT OF EXISTING BEND. IF NEEDED, INSTALL THRUST BLOCK ON THE EXISTING 16" MAIN BEND. PER DETAIL 06000.13/D -2 3. ABANDON MAIN TO THE SOUTH BY REMOVING A TWO FOOT SECTION OF EXISTING MAIN AND CAPPING EACH CUT END. POUR CONCRETE BETWEEN CAPPED ENDS. PROVIDE PROGRAMMABLE MARKER BALL AT END CAP. 4. ALL NEW PIPING TO BE RESTRAINED. 5. THRUST COLLAR SHALL EXTEND INTO UNDISTURBED SOIL A MINIMUM OF V-4 ". 6. CONNECTION TO EXISTING MAIN SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA C651.4.7. 7. PRIOR TO ANY WORK CONTRACTOR SHALL VERIFY SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING PIPE THAT AFFECTS INSTALLATION OF NEW PIPE. MAINTAIN MINIMUM CLEARANCE SHOWN. 8. SEEDING OF DISTURBED AREAS AT BIRKHAVEN DRIVE SHALL BE PERFORMED IMMEDIATELY AFTER INSTALLATION OF PIPING. THRUST COLLAR (SEE NOTE 5) NEW 16 "x12° TEE AND PROGRAMMABLE MARKER BALL NEW 16" WATER MAIN, TYP EX UPE TOWN OF ,.T CARY, NORTH CAROLINA CARY - RALEIGH WATER SUPPLY INTERCONNECTIONS PHASE I CAM 811 OR 1-800-632-4949 THE SCALE BAR DATE JUNE 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32265 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER I NUMBER DRAWING. 1 1 1 C - 02 y \ RAW - __ NOTES: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL TOWN OF CARY AND /OR NCDOT STANDARDS AND SPECIFICATIONS. 2. PRIOR TO CONSTRUCTION OF MAIN TIE —IN CONFIRM RESTRAINT OF EXISTING BEND. IF NEEDED, INSTALL THRUST BLOCK ON THE EXISTING 16" MAIN BEND. PER DETAIL 06000.13/D -2 3. ABANDON MAIN TO THE SOUTH BY REMOVING A TWO FOOT SECTION OF EXISTING MAIN AND CAPPING EACH CUT END. POUR CONCRETE BETWEEN CAPPED ENDS. PROVIDE PROGRAMMABLE MARKER BALL AT END CAP. 4. ALL NEW PIPING TO BE RESTRAINED. 5. THRUST COLLAR SHALL EXTEND INTO UNDISTURBED SOIL A MINIMUM OF V-4 ". 6. CONNECTION TO EXISTING MAIN SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA C651.4.7. 7. PRIOR TO ANY WORK CONTRACTOR SHALL VERIFY SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING PIPE THAT AFFECTS INSTALLATION OF NEW PIPE. MAINTAIN MINIMUM CLEARANCE SHOWN. 8. SEEDING OF DISTURBED AREAS AT BIRKHAVEN DRIVE SHALL BE PERFORMED IMMEDIATELY AFTER INSTALLATION OF PIPING. THRUST COLLAR (SEE NOTE 5) NEW 16 "x12° TEE AND PROGRAMMABLE MARKER BALL NEW 16" WATER MAIN, TYP EX UPE TOWN OF ,.T CARY, NORTH CAROLINA CARY - RALEIGH WATER SUPPLY INTERCONNECTIONS PHASE I CAM 811 OR 1-800-632-4949 THE SCALE BAR DATE JUNE 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32265 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER I NUMBER DRAWING. 1 1 1 C - 02 675 - 00000 -0001 PROPERTY LOCATION NOW OR FORMERLY: LOCHMERE ASSOCIATION AAILING:4700 HOMEWOOD 'IT, STE 380 RALEIGH " NC 0 PENNY RD D.B. 5068, PG. 140 PIN NO. 0761644856; ---- RIw, EX VALVE TOS 456.53 REMOVE BOA RECONNECT TO EXISTING 12° MAIN 475 470 465 460 455 450 445 440 675 -00000 -0002 PROPERTY LOCATION NOW OR FORMERLY: COX, LEON STEPHEN 10100 PENNY RD D.B. 14090, PG. 1089 PIN NO. 0761741941 r.7mm all rAl�rilivi Idol 011wll ■Midmw Nowa 6 /b- 00000-025/ PROPERTY LOCATION NOW OR FORMERLY: OGLE, JOHN M. MAILING: PO BOX 717 CARY, NC 0 PENNY RD D.B. 4530, PG. 765 675 - 00000 -0032 PROPERTY LOCATION NOW OR FORMERLY: COLLINS, MARK A. 10104 PENNY RD D.B. 2924, PG. 379 PIN NO. 0761747837 675-00000-0130 N PROPERTY LOCATION NOW OR FORMERLY: BIALASZ!=WSK1, RICHARD A 10008 PENNY RD D.B. ',5469, PG. 1790 PIN `I0. 0761748872 L C'C U Q 0 +00 1+00 2 +00 3 +00 - -- DESIGNED TJB CAR pl/ DRAWN EWN �� ESS /o�9r �9 -- CHECKED _______ SEAL 028398 3 NCDOT SUBMITTAL 5/14 R03 PROD. ENGR. HTT w 2 DLQ SUBMITTAL 5/14 RC13 1 90% SUBMITTAL 2/14 RC3 STpPN NO. ISSUED FOR DATE E'r` APPROVED 20140606 2:42P \ \hsral— server\ Projects\ 32265 —RAL\ 32265- 000 \drawings \CIVIL \C- 03.dwg ByEh!:- Last Saved By. skane XREFs= .. \TBLOCK\ 32265— OOOTB,.. \00 \SP— ST— PENN Y_RD, O:\ 32265 —RAL\ 32265- 000 \drawings \00 \SP— ST— GIS —TOPO 4 +00 5 +00 6 +00 PROFILE - PENNY ROAD (0 +00 TO 10 +00) H:1 =40', V:1"=4' 7 +00 X11\ OF CART NORTH CAROLINA l 11 9 +00 475 470 465 460 455 450 445 440 10 +00 CARY - RALEIGH WATER SUPPLY INTERCONNECTIONS PHASE I 1 1i � 1 11 NOTES. 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL TOWN OF CARY AND /OR NCDOT STANDARDS AND SPECIFICATIONS. 2. MINIMUM WATER MAIN DEPTH IS 4 -FT, MEASURED FROM TOP OF PIPE TO GRADE AT CENTERLINE OF PIPE OR GRADE AT EDGE OF PAVEMENT, WHICHEVER IS DEEPER. 3. PRIOR TO ANY WORK CONTRACTOR SHALL VERIFY SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING PIPE THAT AFFECTS INSTALLATION OF NEW PIPE. MAINTAIN MINIMUM CLEARANCE SHOWN. II i 1 "= 40' -0" Q V O I U WIW W J_ _ IV) U W Q W :2_(n • 1011m 455 i 1 An 435 430 425 10- 675 -00000 -0018 PROPERT'' LOCATION NOW OR : ORMERLY: HOWARD, PAUL DUKE MAILING:30'.�5 SIMONTON CT APEX, NC 10004 FENNY RD D.B. 528 , PG. 417 PIN NO. 0 761840832 675- 00000 -0030 PROPERTY LOCATION NOW OR FORMERLY: THON, BONCHANRA 101 BROOKRIDGE DR. D.B. 14571, PG. 1386 PIN NO. 0761841786 PENNY ROAD RD (SR 1379) t EX 15° RCP SD ...:.,: .., »,... .:.r... ,_ .. ,,.�,... » ». »...» EX 15° RCP SD O ,,.. 0 675- 00000 -0027 I PROPERTY LOCATION NOW OR FORMERLY: YU, XIACHUN & KEVIN CHAN MAILING:1217 GLENGATE CIR MORRISVILLE, NC 9912 PENNY RD. D.B. 15298, PG 0650 PIN NO. 0761843642 EX 15° RCP SD uru. »z= (REMOVE AND REPLACE AS NECESSARY, TYP) STA 13 +23 PROPOSED FIRE HYDRANT ASSEMBLY 675 - 00000 -0019 PROPERTY LOCATION NOW OR FORMERLY: WADE, EUGENIA FAY MAILING: 770 CROSS LINK DR ANGIER, NC 9908 PENNY RD. D.B. 15476, PG 107 PIN NO. 0761845527 EX 15° RCP SD `– EX 15° RCP SD R/W .— 675 - 00000 -0127 PROPERTY LOCATION NOW OR FORMERLY: VON GRETENER, PHILIP & LORI 9904 PENNY RD. D.B. 12057, PG 2262 PIN NO. 0761846584 HYDRANT ASSEMBL :EX 15° RCP SD PENNY ROAD RD (SR 1379) CHECK DAM, TYP w 0227003 Q Z 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH W J U) ry O W Z Z � 675 -00000 -0028 PROPERTY LOCATION NOW OR FORMERLY: PATEL, MAMTA 9900 PENNY RD. D.B. 15044, PG 2127 PIN NO. 0761848518 EX 15° RCP SD EX 15° RCP SD (REMOVE AND REPLACE AS NECESSARY) • • • DESIGNED TJB CARQ�/ DRAWN EWN - -- =�6ESS /or�9��y — J CHECKED SEAL - - ..... - - -- H 3 NCDOT SUBMITTAL 5/14 RCB ?ROJ. ENGR._ TT 'o 028398 --J 2 DLQ SUBMITTAL 5/14 RCB ENGINE -� ti 1 90% SUBMITTAL 2/14 RCB �ISTOPN�'� NO. ISSUED FOR DATE BY APPROVED 20140606 2:42P \ \hsral— server\ Projects\ 32265 —RAL\ 32265- 000 \drawings \CIVIL \C- 04.dwg By.ENG Last Somed By. skone XREEs= .. \TBLOCK\ 32265— OOOTB,.. \00 \SP — ST— PENN Y— RD,0:\ 32265 —RAL\ 32265- 000 \drawings \00 \SP— ST— GIS —TOPO H:1"=40', V:1"=4' 445 „1 435 _l 425 mul re mo CARY - RALEIGH WATER SUPPLY INTERCONNECTIONS PHASE I STA 10 +00 TO 20 +00 1 °= 401 -0° INO TES: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH .t ALL TOWN OF CARY AND /OR NCDOT STANDARDS AND z SPECIFICATIONS. 2. CONTRACTOR TO PROVIDE POSITIVE SHORING FOR \, EXCAVATIONS WITHIN 1:1 SHORING LIMIT FROM EDGE �N OF PAVEMENT. �.' 3. MINIMUM WATER MAIN DEPTH IS 4 –FT, MEASURED FROM TOP OF PIPE TO GRADE AT CENTERLINE OF PIPE OR GRADE AT EDGE OF PAVEMENT, WHICHEVER IS DEEPER. 4. PRIOR TO ANY WORK CONTRACTOR SHALL VERIFY SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION `< OF ALL EXISTING PIPE THAT AFFECTS INSTALLATION OF NEW PIPE. MAINTAIN MINIMUM CLEARANCE SHOWN EX 15° RCP SD (REMOVE AND REPLACE AS NECESSARY) • • • DESIGNED TJB CARQ�/ DRAWN EWN - -- =�6ESS /or�9��y — J CHECKED SEAL - - ..... - - -- H 3 NCDOT SUBMITTAL 5/14 RCB ?ROJ. ENGR._ TT 'o 028398 --J 2 DLQ SUBMITTAL 5/14 RCB ENGINE -� ti 1 90% SUBMITTAL 2/14 RCB �ISTOPN�'� NO. ISSUED FOR DATE BY APPROVED 20140606 2:42P \ \hsral— server\ Projects\ 32265 —RAL\ 32265- 000 \drawings \CIVIL \C- 04.dwg By.ENG Last Somed By. skone XREEs= .. \TBLOCK\ 32265— OOOTB,.. \00 \SP — ST— PENN Y— RD,0:\ 32265 —RAL\ 32265- 000 \drawings \00 \SP— ST— GIS —TOPO H:1"=40', V:1"=4' 445 „1 435 _l 425 mul re mo CARY - RALEIGH WATER SUPPLY INTERCONNECTIONS PHASE I STA 10 +00 TO 20 +00 1 °= 401 -0° H:1"=40', V:1"=4' 20140606 2:42P \ \hsral— server\ Projects\ 32265 —RAL\ 32265- 000 \drawings \CIVIL \C- 05.dwg By.ENG Last SovEc By. skane XREFs= .. \TBLOCK\ 32265- 000TB,.. \00 \SP — ST— PENN Y— RD,0 :\ 32265 —RAL\ 32265- 000 \drawings \00 \SP— ST— GIS —TOPO TOWN OF NORTH CAROLINA CARY - RALEIGH WATER SUPPLY INTERCONNECTIONS PHASE I STA 20 +00 TO 30 +00 ®TES: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL TOWN OF CARY AND /OR NCDOT STANDARDS AND SPECIFICATIONS. 2. MINIMUM WATER MAIN DEPTH IS 4 -FT, MEASURED FROM TOP OF PIPE TO GRADE AT CENTERLINE OF PIPE OR GRADE AT EDGE OF PAVEMENT, WHICHEVER IS DEEPER. 3. PRIOR TO ANY WORK CONTRACTOR SHALL VERIFY SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING PIPE THAT AFFECTS INSTALLATION OF NEW PIPE. MAINTAIN MINIMUM CLEARANCE SHOWN 1 ,1 20 1 40 11=401-011 CAU 811 OR 1-800-632-4949 THE SCALE BAR DATE JUNE 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32265 -000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 C -05 EX 15° RCP SD (REMOVE AND REPLACE AS NECESSARY) INLET PROTECTION, TYP TES: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL TOWN OF CARY AND /OR NCDOT STANDARDS AND SPECIFICATIONS. 2. CONTRACTOR SHALL PROVIDE ADEQUATE SUPPORT vk FROM ALL UTILITY POLES AS NECESSARY. CONTRACTOR SHALL COORDINATE UTILITY POLE SUPPORT WITH THE APPROPRIATE UTILITY COMPANY 3. MINIMUM WATER MAIN DEPTH IS 4 —FT, MEASURED FROM TOP OF PIPE TO GRADE AT CENTERLINE OF PIPE OR GRADE AT EDGE OF PAVEMENT, WHICHEVER IS DEEPER. T ASSEMBLY 4. PRIOR TO ANY WORK CONTRACTOR SHALL VERIFY SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING PIPE THAT AFFECTS INSTALLATION OF NEW PIPE. MAINTAIN MINIMUM CLEARANCE SHOWN. DESIGNED TJB �N CARO�� - DRAWN - -- EWN �� 6F -SS /049 �� -- CHECKED SEAL Nel HTT 028398 3 NCDOT SUBMITTAL 5/14 RCB PROJ. ENGR. FNGINE- 2 DLQ SUBMITTAL 5/14 RCB ti 1 90% SUBMITTAL 2/14 RCB IS TOP NO. ISSUED FOR DATE BY PROVED 20140606 2:43P \ \hsral— server\ Projects\ 32265 —RAL\ 32265- 000 \drawings \CIVIL \C- 06.dwg By:ENG Last Sc.ad By. skane XREFs= .. \TBLOCK\ 32265— OOOTB,_ \00 \SP— ST— PENN Y_RD, O:\ 32265 —RAL\ 32265- 000 \drawings \00 \SP— ST— GIS —TOPO H:1"=40', V:1"=4' TOWN OF ` NORTH CAROLINA CARY - RALEIGH WATER SUPPLY INTERCONNECTIONS PHASE I ` 01F.1101111affelm 1 °= 401 -0° t m o 445 MR 435 R 425 1 flucry nAkA TV0 675 - 00000 -0005 PROPERTY LOCATION "' --''kW OR FORMERLY: WILSON, WILLIAM ..ANTC MAILING: 1.0239 GRAN[ FOREST.LN WOODBURY, 0 HOLLY SPRINGS RE STA 44+ J I AbiLILt PLAN 1 =40' EX GRAVEL DRIVEWAY, SEE NOTE 5 LE MARKER BALL ND,.,PROG:RAMMABLE MARKER BALL ;SEE' `DETAIL, THI S SHEET, 675- 00000 -0005 PROPERTY LOCATION BORE PIT NOW OR FORMERLY: UPE `, WILSON, WILLIAM ANTON RCB MAILING:10239 GRAND THRUST `COLLAR,` FOREST LN WOODBURY, MN SEE NOTE 3 0 HOLLY SPRINGS RD. D.B. 3257, PG 604 — TCE, TYP PIN NO. 0771025988 u..W1 CG 435 430 425 o, 415 m 405 415 - -- — - 400 40 +00 41+00 42 +00 43 +00 44 +00 45 +00 46 +00 47 +00 48 +00 DESIGNED SDL CAROB/ DRAWN EWN =� ESSto,�91 �y CHECKED __ SEAL 20140606 2:43P \ \hsral— server\ Projects\ 32265 —RAL\ 32265- 000 \drawings \CIVIL \C- 07.dwg By:ENG Last Savedi3y: skone XREFs= .. \TBLOCK\ 32265— OOOTB,.. \00 \SP— ST— PENNY_RD,O:\ 32265 —RAL\ 32265- 000 \drawings \00 \SP— ST— GIS —TOPO PROFILE H:1"=40', V:1"=4' NOTES: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL TOWN OF CARY AND /OR NCDOT STANDARDS AND SPECIFICATIONS. 2. CONNECTION TO EXISTING MAIN SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA C651.4.7. 3. THRUST COLLAR SHALL BE PROVIDE BETWEEN TEE AND GATE VALVE. ROD 16 °x12° TEE AND 12° GV TO THRUST COLLAR. 4. MINIMUM WATER MAIN DEPTH IS 4 -FT, MEASURED FROM TOP OF PIPE TO GRADE AT CENTERLINE OF PIPE OR GRADE AT EDGE OF PAVEMENT, WHICHEVER IS DEEPER. 5. GRAVEL DRIVEWAY SHALL BE REPAIRED TO EXISTING OR BETTER CONDITION. 6. PRIOR TO ANY WORK CONTRACTOR SHALL VERIFY SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING PIPE THAT AFFECTS INSTALLATION OF NEW PIPE. MAINTAIN MINIMUM CLEARANCE SHOWN. 7. PRIOR TO WORK, POTHOLE LOCATION TO CONFIRM CLEARANCE. 16 °x12° TEE LONG BODY MJ SLEEVE, TYP EX 16° WL- L-EX 16° WL THRUST 12° GV COLLAR 12" NL HOLLY SPRINGS RD - DETAIL PLAN 11' =51 TOWN OF CARY NORTH CAROLINA CARY - RALEIGH WATER SUPPLY INTERCONNECTIONS PHASE I Nw.4if FANX19901 STA 40 +00 TO 46 +72 1 "= 40, -0" THE SCALE BAR SHOWN BELOW MEASURES ONE INCH LONG ON THE ORIGINAL CALL 811 OR 1-800-632-4949 DATE JUNE 2014 H & S JOB NUMBER 32265 -000 CONTRACT DRAWING NUMBER I NUMBER DRAWING. 6 1 1 C -07 028398 3 NCDOT SUBMITTAL 5/14 RCB PR0J. ENGR. HTT FNGINE�� 2 DLQ SUBMITTAL 5/14 RCB 1 _ 90% SUBMITTAL _ 2/14 RCB /STOP NO. ISSUED FOR DATE BY APB ROVED 20140606 2:43P \ \hsral— server\ Projects\ 32265 —RAL\ 32265- 000 \drawings \CIVIL \C- 07.dwg By:ENG Last Savedi3y: skone XREFs= .. \TBLOCK\ 32265— OOOTB,.. \00 \SP— ST— PENNY_RD,O:\ 32265 —RAL\ 32265- 000 \drawings \00 \SP— ST— GIS —TOPO PROFILE H:1"=40', V:1"=4' NOTES: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL TOWN OF CARY AND /OR NCDOT STANDARDS AND SPECIFICATIONS. 2. CONNECTION TO EXISTING MAIN SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA C651.4.7. 3. THRUST COLLAR SHALL BE PROVIDE BETWEEN TEE AND GATE VALVE. ROD 16 °x12° TEE AND 12° GV TO THRUST COLLAR. 4. MINIMUM WATER MAIN DEPTH IS 4 -FT, MEASURED FROM TOP OF PIPE TO GRADE AT CENTERLINE OF PIPE OR GRADE AT EDGE OF PAVEMENT, WHICHEVER IS DEEPER. 5. GRAVEL DRIVEWAY SHALL BE REPAIRED TO EXISTING OR BETTER CONDITION. 6. PRIOR TO ANY WORK CONTRACTOR SHALL VERIFY SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING PIPE THAT AFFECTS INSTALLATION OF NEW PIPE. MAINTAIN MINIMUM CLEARANCE SHOWN. 7. PRIOR TO WORK, POTHOLE LOCATION TO CONFIRM CLEARANCE. 16 °x12° TEE LONG BODY MJ SLEEVE, TYP EX 16° WL- L-EX 16° WL THRUST 12° GV COLLAR 12" NL HOLLY SPRINGS RD - DETAIL PLAN 11' =51 TOWN OF CARY NORTH CAROLINA CARY - RALEIGH WATER SUPPLY INTERCONNECTIONS PHASE I Nw.4if FANX19901 STA 40 +00 TO 46 +72 1 "= 40, -0" THE SCALE BAR SHOWN BELOW MEASURES ONE INCH LONG ON THE ORIGINAL CALL 811 OR 1-800-632-4949 DATE JUNE 2014 H & S JOB NUMBER 32265 -000 CONTRACT DRAWING NUMBER I NUMBER DRAWING. 6 1 1 C -07 EX 0V TOP: 44410 TON: 442.20 =+_' ^1 OS8-UUUOU_ouoh `- P CATION NOW OR FORMERLY: HOLLY SPRINGS TOWN OF MAILING00 BOX 8 HOLLY , SPRINGS, NC �817 HOLLY SPRINGS RD PIN NO. 0700088934 UUO / .`". -r"."^ z I / ~, ~"TON: 44530 — NEW '3" TEE " STA OfUO (PROFILE C) ----- DRAWN NEW 18"x16" TEE S (PR ----- NEW NEW 18 TEE STA 0f43 (PROFILE 4\ .� �, 1.111,11, � - _ I ~ HOLLY SPRINGS nROAD / PUMP ~or//ON m � ml PROVIDE B,LOCK AND PROGRAMMABLE MARKER BALL ROW �� O "'�vv PROFILE � [-U�� k-�- �� O�O "'�«" -1 ;�t ��f i 4 I Ex �16 " WL I QQW: . . I I f � I � I I � CL EL 4 I I � : : . I � I i 11 I 1 � i � 1 � ; F z : I I i * � �� i__�_� I I � .... J � I < ... I'll , . 111 ................. ' .......... 1w - I 1 - .... � ............ �� O "'�vv PROFILE � [-U�� k-�- �� O�O "'�«" OO� "-�uv 13 one A� �"=�/ \� 1"=5/ �� / - EX GRADE, TYP NEW 16" WATER MAIN [��BU[ �� PROFILE �� H: 1o=5' / �. \� 1o=5/ --I 430 O�O "'�`'" O�O "f'^" 0d��lF�)�^ o��o�_��. 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL TOWN OF CARYAND/OR NCDOTSTANDARD5 AND SPECIFICATIONS. 2. ALL NEW PIPING TO BE RESTRAINED. 3. REPLACE PAVEMENT REMOVED ACCORDING T0 TRENCH EXCAVATION LIMITS AND TRENCH REPAIR DETAILS. M|LL 1.5" ASPHALT AND REPLACE WITH 1.5" S0.58 EXTENDING 10' BEYOND CENTER OF EXCAVATION EACH SIDE AND TO EDGE OF LANE. 4` REPLACE CURB MINIMUM 4' BEYOND TRENCH EXCAVATION LIMITS. 5. CONTRACTOR SHALL REPLACE ANY REMOVED OR DAMAGED LANE STRIPING AND MARK|NG3, WHICH SHALL BE CONSIDERED INCIDENTAL T0 PIPE INSTALLATION. 6. TWO-WAY TRAFFIC SHALL BE MAINTAINED THROUGHOUT INSTALLATION OF ROADWAY PIPING. 7. ROADWAY SHALL BE PATCHED WITH ASPHALT THE SAME DAY THE CUT |5 REMOVED. 8. UPON ACCEPTANCE OF WORK VALVES IN ROADWAY SHALL BE LEFT IN THE OPEN P05|ll0N. VALVES AT STA 0f14 (PROFILE AND STA 0f20 (PROFILE A\ SHALL BE LEFT CLOSED. S. ALL CONNECTIONS TO EXISTING MAINS SHALL BE PROVIDED WITH MJ SLEEVES AS SHOWN IN TYPICAL CONNECTION. 10. PRIOR TO ANY WORK CONTRACTOR SHALL VERIFY 3|ZE, MATER|AL, HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING PIPE THAT AFFECTS INSTALLATION OF NEW PIPE. MAINTAIN MINIMUM CLEARANCE SHOWN. 11. ALL ITEMS ASSOCIATED WITH PROFILE B AND PROFILE C FROM 18" GVAT 3TA Of14 T0 TEE AT3TA Of18 ARE INCLUDED IN SECTION A OF THE 8|D PROPOSAL. ALL OTHER ITEMS ARE INCLUDED AS ADDITIVE ALTERNATE BID ITEMS IN SECTION B OF THE BID PR0PO3AL. 1. CONNECTION SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA C651.4.7 TH�UST BLOC� PER DETAIL 0000013/D-2 SLEEVE, TYP L0N� B0DY �J 18" SPOOL P|ECE, TYP 18"x10" WJ TEE, TYP M E �= R i i ! 5 2.5 0 5' 1"=5'-O" N;x BEFORE YOU DIG! 10 5 U 10, CONTACT ONE-CALL CENTER 1"=1O'-O" I CALL 811 OR FINAL DRAWINGS NOT RELEASED FOR CONSTRUCTION 1 (��x� - RALEIGH ^^`" ` ' ~ WATER SUPPLY INTERCOM I/��J� Nw.1110NM I 111111'a 00] THE 5CALE HAR SHOWN BELOW MEASURES ONE INCH LONG ON THE ORIGINAL Ill m �-- - DRAWING. K 1 U C-08 -1 ��f OO� "-�uv 13 one A� �"=�/ \� 1"=5/ �� / - EX GRADE, TYP NEW 16" WATER MAIN [��BU[ �� PROFILE �� H: 1o=5' / �. \� 1o=5/ --I 430 O�O "'�`'" O�O "f'^" 0d��lF�)�^ o��o�_��. 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL TOWN OF CARYAND/OR NCDOTSTANDARD5 AND SPECIFICATIONS. 2. ALL NEW PIPING TO BE RESTRAINED. 3. REPLACE PAVEMENT REMOVED ACCORDING T0 TRENCH EXCAVATION LIMITS AND TRENCH REPAIR DETAILS. M|LL 1.5" ASPHALT AND REPLACE WITH 1.5" S0.58 EXTENDING 10' BEYOND CENTER OF EXCAVATION EACH SIDE AND TO EDGE OF LANE. 4` REPLACE CURB MINIMUM 4' BEYOND TRENCH EXCAVATION LIMITS. 5. CONTRACTOR SHALL REPLACE ANY REMOVED OR DAMAGED LANE STRIPING AND MARK|NG3, WHICH SHALL BE CONSIDERED INCIDENTAL T0 PIPE INSTALLATION. 6. TWO-WAY TRAFFIC SHALL BE MAINTAINED THROUGHOUT INSTALLATION OF ROADWAY PIPING. 7. ROADWAY SHALL BE PATCHED WITH ASPHALT THE SAME DAY THE CUT |5 REMOVED. 8. UPON ACCEPTANCE OF WORK VALVES IN ROADWAY SHALL BE LEFT IN THE OPEN P05|ll0N. VALVES AT STA 0f14 (PROFILE AND STA 0f20 (PROFILE A\ SHALL BE LEFT CLOSED. S. ALL CONNECTIONS TO EXISTING MAINS SHALL BE PROVIDED WITH MJ SLEEVES AS SHOWN IN TYPICAL CONNECTION. 10. PRIOR TO ANY WORK CONTRACTOR SHALL VERIFY 3|ZE, MATER|AL, HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING PIPE THAT AFFECTS INSTALLATION OF NEW PIPE. MAINTAIN MINIMUM CLEARANCE SHOWN. 11. ALL ITEMS ASSOCIATED WITH PROFILE B AND PROFILE C FROM 18" GVAT 3TA Of14 T0 TEE AT3TA Of18 ARE INCLUDED IN SECTION A OF THE 8|D PROPOSAL. ALL OTHER ITEMS ARE INCLUDED AS ADDITIVE ALTERNATE BID ITEMS IN SECTION B OF THE BID PR0PO3AL. 1. CONNECTION SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA C651.4.7 TH�UST BLOC� PER DETAIL 0000013/D-2 SLEEVE, TYP L0N� B0DY �J 18" SPOOL P|ECE, TYP 18"x10" WJ TEE, TYP M E �= R i i ! 5 2.5 0 5' 1"=5'-O" N;x BEFORE YOU DIG! 10 5 U 10, CONTACT ONE-CALL CENTER 1"=1O'-O" I CALL 811 OR FINAL DRAWINGS NOT RELEASED FOR CONSTRUCTION 1 (��x� - RALEIGH ^^`" ` ' ~ WATER SUPPLY INTERCOM I/��J� Nw.1110NM I 111111'a 00] THE 5CALE HAR SHOWN BELOW MEASURES ONE INCH LONG ON THE ORIGINAL Ill m �-- - DRAWING. K 1 U C-08 20140623 1:03P 0:\ 32265 —RAL\ 32265 - 000 \drawings \MECH \M— Ot.dwg By SKANE Last Saved By. skane XREFs= .. \I.A \LOWER— PLAN ... \TBLOCK \32265 -000TB DESIGNED xxx DAWN xxx RP 0 -)/\ i'E 11613m 11 It 1/2 = 1 1 - 0 TRANSMITTER TOWN OF CARY CARY, NORTH CAROLINA CARY - RALEIGH WATER SUPPLY INTERCONNECTIONS PHASE I fil -lol Ill a W, & U-00- I I ml sll M I IfelgEww'0101 1. ROUTE AND SUPPORT 2" BYPASS LINE ADJACENT TO THE PROPOSED 16" INTERCONNECTING PIPING. PROVIDE BENDS AS NEEDED. !E TTER wo am, 1211 0 1 31 1/211=11-011 THE SCALE BAR SHOWN BELOW MEASURES ONE INCH LONG ON THE ORIGINAL DATE JUNE 2014 H & S JOB NUMBER 32265-000 CONTRACT DRAWING NUMBER I NUMBER DRAWING. 1 1 1 M-02 CHECKED 4 DLQ RESUBMITTAL 6/14 RCB 3 NCDOT SUBMITTAL 5/14 RCB PDI\OJ. ENGR HTT 2 DLQ SUBMITTAL 5/14 RCB 1 90% SUBMITTAL 2/14 RCB NO. ISSUED FOR DATE BY APPROVED 20140623 1:04P 0:\32265-RAL\32265-000\drowings\MECH\M-02.dwg By-.SKANE Last Saved By: skone XREF�= .. \1 O\LOWER- PLAN_ \TBLOCK\32265- 000 TB, - \1 O\UPPER PLAN RP 0 -)/\ i'E 11613m 11 It 1/2 = 1 1 - 0 TRANSMITTER TOWN OF CARY CARY, NORTH CAROLINA CARY - RALEIGH WATER SUPPLY INTERCONNECTIONS PHASE I fil -lol Ill a W, & U-00- I I ml sll M I IfelgEww'0101 1. ROUTE AND SUPPORT 2" BYPASS LINE ADJACENT TO THE PROPOSED 16" INTERCONNECTING PIPING. PROVIDE BENDS AS NEEDED. !E TTER wo am, 1211 0 1 31 1/211=11-011 THE SCALE BAR SHOWN BELOW MEASURES ONE INCH LONG ON THE ORIGINAL DATE JUNE 2014 H & S JOB NUMBER 32265-000 CONTRACT DRAWING NUMBER I NUMBER DRAWING. 1 1 1 M-02 20140623 1:04P 0:\ 32265 —RAL\ 32265- 000 \drawings \MECH \M- 03.dwg By.SKANE Last Saved By. skane XREFs;= .. \10\ SECTION,.. \TBLOCK \32265— OOOTB,0:\ 32045 —RAL\ 32045 - 000 \drawings \10 \LOWER —PLAN 20140623 1:04P 0:\ 32265 —RAL\ 32265 - 000 \drawings \ELEC \E— Ot.dwg By SKANE Last Saved By skane XREFs= .. \TBLOCK \32265 -000TB EX. 1/2"0 SAMPLE COCK L_^. 1 1 ` 1r I N .J1 -11. Y.-,, EX. AIR RELEASE VALVE EX. PRESSURE TRANSMITTER 0 milw (DESIGNED XXX DRAWN XXX CHECKED PROD. ENGR.___ HTT 2 DLQ SUBMITTAL 5/14 RCB 1 90% SUBMITTAL 2/14 RCB _ NO. ISSUED FOR DATE BY APPROVED 20140623 1:04P 0:\ 32265 —RAL\ 32265- 000 \drawings \ELEC \E- 02.dwg By SKANE Lost Saved By skone XRE =s= .. \TBL0CK \32265 -000TB CAR��i =o Q�6 ES sio�9�'�v SEAL 37983 D. .................... .......... SR 1214 (LES ARBRES 0 Q 0 V c� z Fy a. J 0 N to NOT • SCALE EX. 120V PANELBOARD EX. POWER WIRING EX. HOLLY NEW CARP RTU SPRINGS PANEL SCADA PANEL 1 —( #16 TWISTED— SHIELDED PAIR, #14GND), 3/4 "C (EXPOSED RIGID ALUMINUM CONDUIT) EX. 8° NEPTUNE TURBINE FLOW METER FE /FIT SCADA MODIFICATIONS RISER DIAGRAM NOTES; 1. UTILIZE EXISTING SPARE 15A OR 20A IN EXISTING 120V PANELBOARD TO SUPPLY THE NEW CARY RTU PANEL AND THE EXISTING 8° NEPTUNE HP TURBINE FLOW METER. 2. NEW FLOW TRANSMITTER MODULE SHALL BE FURNISHED AND INSTALLED ON THE EXISTING NEPTUNE HP TURBINE METER. PULSE OUTPUT SHALL BE WIRED TO THE EXISTII'IG HOLLY SPRINGS MICRO —COM SCADA PANEL. FURNISH AND INSTALL CONDUIT AND WIRE AS SHOWN IN THE RISER DIAGRAM. 3. FURNISH AND INSTALL A YAGI TYPE DIRECTIONAL ANTENNA, RATED FOR A MINIMUM OF 10B GAIN WITH AN N —TYPE CONNECTOR. ANTENNA SHALL BE RATED FOR 100 MPH WIND VELOCITY. ANTENNA SHALL BE AS MANUFACTURED BY CELWAVE, OR APPROVED EQUAL. ANTENNA SHALL UTILIZE A LOW —LOSS COAXIAL TRANSMISSION LINE OF 1/2" HELIAX W /FOAM DIELECTRIC. FURNISH AND INSTALL A GROUNDING KIT AND POLYPHASER COAXIAL PROTECTION. 4. NEW ANTENNA SHALL BE INSTALLED WITH A MINIMUM VERTICAL CLEARANCE OF 3" -0 " FROM THE EXISTING SCADA ANTENNA. IF THE EXISTING ANTENNA MAST DOES NOT ALLOW FOR SUFFICIENT SPACING BETWEEN THE NEW AND EXISTING ANTENNAS, FURNISH AND INSTALL A NEW LONGER MAST IN PLACE OF THE EXISTING MAST. REATTACH THE EXISTING ANTENNA TO THE NEW MAST. 5. ALL EXPOSED CONDUIT SHALL BE RIGID ALUMINUM. WIRING METHODS AND HIGH CHAIN EQUIPMENT IN ALL AREAS SHALL BE APPROPRIATE FOR WET LOCATIONS. JK FENCE 6. CONCEALED /UNDERGROUND CONDUITS SHALL BE NOT LESS THAN 24 " BELOW FINISHED GRADE AND SHALL BE PROVIDED WITH "BURIAL" OR "MARKER" TAPE 12° ABOVE CONDUIT. 7. ALL FJLL BOXES (PB) USED FOR CONTROL AND INSTRUMENTATION WIRING, IF APPLICABLE, SHALL BE NEMA 4X ALUMINUM WITH GASKETED, HINGED LOCKABLE COVER AND METALLIC BARRIER TO SEPARATE ANALOG SIGNAL WIRING FROM DISCR', =TE SIGNAL WIRING. ALL PULL BOXES USED FOR POWER WIRING, IF APPLICABLE, SHALL BE NEMA 4X ALUMINUM WITH GASKETED, HINGED LOCKABLE DIRECT — BURIED CONDUIT COVERS AND INCLUDE FIXED TERMINAL BLOCKS FOR POWER WIRING TERMINATIONS. (SEE RISER DIAGRAM) 8. ALL 1 EMS ASSOCIATED WITH THE ELECTRICAL UPGRADES SHALL BE INCLUDED IN THE LJMP SUM ADDITIVE ALTERNATE BID ITEM IN SECTION B OF THE BID EX. SCADA POLE WITH EX PROPOSAL. ANTENNA. NEW ANTENNA TO BE INSTALLED (SEE RISER DIAGRAM, MOUNTING DETAIL CAP AND NOTES 3 AND 4). LIGHTNING SHIELD 60° MAX LIGHTNING TRAP LOOP xI nnnnn 2 #12, #12GND, 3/4"C (EXPOSED RIGID ALUMINUM CONDUIT) EX. ANTENNA CABLE 1— (COAXIAL CABLE FURNISHED BY OWNER), 1"C (DIRECT— BURIED PVC COATED RGS CONDUIT) NEW AND EX. SCADA ANTENNAS (SEE NOTES 3 AND 4) EX. SCADA POLE (SEE NOTES 3 AND 4) AGI ANTENNA (SEE NOTES 3 AND 4) PPROVED GROUNDING CLAMP EXISTING 1 1/2" MIN GALV STEEL ANTENNA MAST (SEE NOTES 3 AND 4) ANTENNA MOUNTING BRACKET #8 MIN BARE SOLID COPPER GROUND WIRE STAPLED TO ENTIRE LENGT.- OF POLE SEAL CONDUIT EXOTHERMIC WELD 10x5/8° MIN COPPER —CLAD STEEL DRIVEN GROUND ROD— z 00 4- CABLE HANGER, TYP COAXIAL ANTENNA CABLE 70 CARY RTU ENCLOSURE FLEXIBLE JUMPER CABLE SURGE PROTECTOR 24° MINIMUM GROUND COVER PVC COATED RIGID GALVANIZED STEEL CONDUIT TOWN OF CARY, ORTH CAROLINA CARY - RALEIGH WATER SUPPLY INTERCONNECTIONS PHASE I ■. •�� ■ ■ ELECTRICAL THE SCALE BAR SHOWN BELOW MEASURES ONE INCH LONG ON THE ORIGINAL DRAWING. .. " • 0, DATE JUNE 2014 NUMBER 32265-000 CONTRACT DRAWING NUMBER NUMBER 1 E -02 20140623 1:04P 0:\ 32265 —RAL\ 32265- 000 \drawings \ELEC \E- 03.dwg By.SKANE Last Saved By skane XREFs= .. \TBLOCK \32265— OOOTB,.. \10 \LOWER —PLAN L- 11.) nlvV rrn\LLLJJ COMMUNICATION MODULE PARTIAL TOP PLAN - DEMOLITION (ON TOP OF PLC) EXISTING CARY SCADA ANTENNA /MAST (SEE PHOTO ON THIS SHEET) NEW RALEIGH SCADA ANTENNA /MAST (FURNISH AND INSTALL TO MATCH EXISTING CARY SCADA ANTENNA /MAST) --- 7 3/)311 = 11_011 L/\10I 1111\3 YYII \LLLJJ COMMUNICATION MODULE (ON TOP OF PLC) (DESIGNED RDS DRAWN RDS CHECKED IPROJ. ENGR 2 DLQ SUBMITTAL 5/14 RCB 1 90% SUBMITTAL 2/14 RCB NO. ISSUED FOR DATE BY I APPROVED HTT 20140623 1:05P 0:\ 32265 —RAL\ 32265- 000 \drawings \ELEC \E- 04.dwg By:SKANE Last Saved By skone XRt]'s= .. \TBLOCK \32265- OOOTB ... \10 \UPPER PLAN CARp�i ESS/��9� �9 SEAL 37983 �� FNGINEF.� �O ART D TOP PLAN 3/8" _ 11_011 1 EE RISER DIAGRAM X CARY RTU IT -201 EE RISER DIAGRAM E /FIT- 301 XISTING MAIN DISCONNECT WITCH (48OV, 600A, 30, 4W) TOWN OF CAR CARY, • ■ TH CAROLINA 1. ALL EXPOSED CONDUIT SHALL BE RIGID ALUMINUM. WIRING METHODS AND EQUIPMENT IN ALL AREAS SHALL BE APPROPRIATE FOR WET LOCATIONS. 2. ALL PULL BOXES (PB) USED FOR CONTROL AND INSTRUMENTATION WIRING, IF APPLICABLE, SHALL BE NEMA 4X ALUMINUM WITH GASKETED, HINGED LOCKABLE COVER AND METALLIC BARRIER TO SEPARATE ANALOG SIGNAL WIRING FROM DISCRETE SIGNAL WIRING. ALL PULL BOXES USED FOR POWER WIRING, IF APPLICABLE, SHALL BE NEMA 4X ALUMINUM WITH GASKETED, HINGED LOCKABLE COVERS AND INCLUDE FIXED TERMINAL BLOCKS FOR POWER WIRING TERMINATIONS. 3. THE EXISTING MOTOR CONTROL CENTER IS A SQUARE D MODEL 4 MCC: 480V, 600A, 30, 3W, 22kAIC, F.O. 53410 -1. CONTRACTOR SHALL UTILIZE AND EXISTING SPARE 20A, 3P CIRCUIT BREAKER (OLD LABEL "CHLORINE PUMP") TO SUPPLY NEW MOV -201. 4. EXISTING MCC CONTAINS AN INTEGRAL SQUARE D TYPE NQOB PANELBOARD: 240/12OV, 70A, 10, 3W, CAT. QBM32029. CONTRACTOR SHALL UTILIZE AN EXISTING SPARE 20A, 1P CIRCUIT BREAKER TO SUPPLY THE NEW RALEIGH RTU CABINET. CARY - RALEIGH WATER SUPPLY INTERCONNECTIONS PHASE I ELECTRICAL THE SCALE BAR SHOWN BELOW MEASURES ONE INCH LONG ON THE ORIGINAL DRAWING. I .. : - . OR 1-800-632-4949 DATE JUNE 2014 JOB NUMBER • 1„ CONTRACT DRAWING NUMBER NUMBER 1 1 E -04 20140606 2:44P \ \hsral— server\ Projects\ 32265 —RAL\ 32265 - 000 \drowings \DETAILS \D -01 TOWN OF CARY STANDARD DETAILS.dwg By.ENG Last Soved By pselisker XREFs= .. \TBLOCK \32265— OOOTB,.. \MISC \Cary Details \05000.01,.. \MISC \Cary Details \05000.02,.. \MISC \Cary Details \06Cu0.06 -1,.. \MISC \Cary Detoils \06000.06 -2,.. \MISC \Cory Details \06000.06 -3,.. \MISC \Cary Details \06000.08 -1 lK^ Li BOTTOM SECTION IEFFECTIVE: 12/10/09 FINISHED GRADE CLOSED P|CKM0LE3 (2) ktW/AA T JER N7.1 | | Li � � � ^] TOP SECTION 1^ RAISED LETTERING (RECESSED FLUSH) (TD BE LABELED WATER" OF ^SEWER", AS APPROPRIATE 2^ 1Y^ BOX SHALL E OVER VALVE ALL PARTS 3H, THE SAME MAT SUPPLIED BY MAWUFACTUREF COMPLETE BOX NOTES: 1 VALVE BOX COVER SMALL WEIGH A MINIMUM 26 |bc 2� ENURE VALVE BOX ASSEMBLY & COVER SHALL BE CAST FROM CLASS 35 GRAY IRON. 3. ASSEMBLY SHALL BE DOMESTICALLY WADE AND MANUFACTURED IN THE U.S.A. JEFFECTIVE: 12/10/09 SPUR GEAR 4'1 OPERATOR '"TER LINE STANDARD VALVE BOX CAST ENCASED VNTU CONCRETE SEMENT PER TQC SPECS. 2' MINIMUM � CLEARANCE GATE VALVE TEE OR CROSS 4 ' 4 ' u ^ ' �� ^ , ^ � >40\�\ DETAIL No. SHEET 2 OF 2 EFFECTIVE: 12/.0/09 NOTE: 1. VALVE OPERATOR EXTENSION SHALL BE INSTALLED IN ALL CASES WHERE THE VALVE OPERATOR IS GREATER THAN 8-FT DEPTH FROM THE SURFACE. 2. ADDITIONAL JOINT RESTRAINT REQUIRED (NOT SHOWN) | RESILIENT WEDGE GATE VALVE ASSEMBLY FOR VERTICAL INSTALLATIONS 1611 TO7411 DETAIL No. 06[}0(]�1O sxccr 1 or c FINISHED GRADE 3/4^ ALL-THREADED, STAINLESS STEEL RODS (CUT T0 LENGTH). FASTENERS SHALL ALSO BE STAINLESS STEEL. NOTE: RODD|NG SHALL NOT EXCEED 10' (FT) IN LENGTH.---\ GATE VALVE TYPICAL EYE BOLT CONNECTION STAINLESS STEEL ROD REQUIREMENTS BRANCH SIZE No. OF RODS� 4^ 2 h^ 2 O^ ^ 12^ 6 l6 ' O 24^ |0 TYPICAL EYE BOLT � ° N_Lgg -TYPICAL EYE BOLT CmvnEc//om I,./' \ RESTRAINED PIPE OR NO PIPE JOINTS `--CONCRETE BLOCKING SEE DETAIL Os000.l* U FOR THRUST COLLAn--"_U 1. SEE STANDARD THRUST BLOCK DETAIL. 2- CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL FITTINGS. 3. RODS SHALL NOT BE COUPLED. NON-RISING STEM EXTENSION NUT— BEVEL GEAR MIN: 4:1 OPERATOR 0� WA -STANDARD VALVE BOX CAST ENCASED WITH CONCRETE ENCASEMENT PER TOC SPECS. �p � � _ � Li �� m� 1. ADDITIONAL JOINT RESTRAINT REQUIRED (NOT SHOWN) GATE VALVE WA 7-ER L/NE � RESILIENT WEDGE GATE VALVE ASSEMBLY FOR HORIZONTAL INSTALLATIONS, 16" TO 47^ DETAIL No. SHEET I OF 2 EFFECTIVE: 12/10/09 8^ STONE BEDDING UNDER PIPE & VALVE ASSEMBLY � U�5' r GENERAL NOTES: 1 ADDITIONAL RESTRAINT REQUIRED ON THE BRANCH LINE BASED ON SPECIFIC THRUST CALCULATIONS. 2. 3[[ STANDARD THRUST BLOCK DETAIL. J. CONCRETE SHALL NOT C0NTAICT BOLTS OR ENDS OF MECHANICAL FITTINGS. \� \ '`'^'"�'""'" //�.vnocu EARTH DETAIL No. SHEET 2 OF 2 EFFECTIVE: 12/10/09 /�8��- RALEIGH ^^^`' ` ' ~ liv III DETAIL No SHEET 2 OF 2 MINIMUM CONCRETE BLOCKING (C.Y.) NOMINAL PIPE DIAMETER INCHES TEES & DEAD ENDS 90' BEND - 7 45* BEND 22/Y2' BEND 7 IIY4' BEND Y3 Y3 Y3 YS Y3 18 2/3 4Y3 2Y3 1 Y3 /3 NOTES: U FITTING SHALL BE WRAPPED YNTU A MINIMUM 4 MIL PLASTIC- 2) NO COINCRETE SHALL COVER BOLTS OR GLANDS. *CONCRETE SHALL BE 3000 P.S.I. MIX. DETAIL No. SHEET 1 OF 1 THE SCALE BAR DATE JUNE 2014 SHOWN BELUYY MEASURES ONE NUMBER 32265-000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 D-02 CONCRETE THRUST COLLAR (3000 P.S.I.) TRENCH WALL PLAN VIEW TAMPED BACKFILL UNDISTURBED SOIL SCHEDULE PIPE DIAMETER CONCRETE THRUST COLLAR ANCHOR RING RINGS REQUIRED COLLAR - A B C TOTAL 6 ", 8 ", 12 V -0" 1' -0° 2" ONE 16" V -4" V -0" 2" ONE - -_ 20" 1 -4" 1 0" 3" ONE 24" 1' -4" V -0" 3" TWO 30 1' -4" V -2" 4" TWO 36° V -4" 1 -4.. 4 TWO EFFECTIVE: 12/10/09 NOTE: ANCHOR RING SHALL :_�E WELDED ON PIPE. a — ANCHOR RING SECTION VIEW SEE NOTES NO LEAD BRASS SECTION ° COLLAR - COVER 120 2" GATE NO LEAD TOTAL 300 VALVE BRASS PIPE / - NO LEAD da . d BRASS SERVICE CORPORATION O SADDLE STOP MAIN ( 9 A d REINFORCING CROSS SECTION NOTES: 6" TO 16" MAINS - 12 -N0. 7 BARS 20" TO 36" MAINS = 12 -N0. 8 BARS BARS PLACED AS SHOWN DETAIL No. 06000.14 SHEET 1 OF 1 STANDARD MANHOLE RING AND COVER LABELED APPROPRIATELY ——\ ECCENTRIC CONE SECTION COMBINATION AIR VALVE SIZED FOR THE PROPOSED USE PRECAST MANHOLE MINIMUM WEIGHTS NO LEAD BRASS SECTION ° COLLAR - COVER 120 2" GATE NO LEAD TOTAL 300 VALVE BRASS PIPE / - NO LEAD BRASS SERVICE CORPORATION SADDLE STOP D.I.P. MAIN ( 9 EFFECTIVE ")7/01113 p 4 .1 12 " -No. 57 STONE., K 48" II 4 "MIN. 6„ 12" T MINIMUM b (2) 1/2" x 13%" HEX HEAD, STAINLESS STEEL BOLTS AND WASHERS AT 180' COUNTERSUNK. BOLTS & WASHERS TO BE TYPE 316 STAINLESS STEEL. i3 ° �H CA�0 VENT (2) OPEN PICKHOLES ¢ HOLE 1" DIAMETER - ��M1" �; 7 87 FILLETS @ R 1/8 "` ` T o 11f4" RAISED LETTERING (RECESSED FLUSH) COVER TOP VIEW RING & COVER SPECIFICATIONS: 1. CLASS 35 GREY IRON. 2, COMPLIES WITH ASTM A48 CL35B. 3. CASTING TO BE COATED WITH A WATER BASED ASPHALT PAINT (BLACK). 4. ALL LETTERING SHALL BE CLEAN, CRISP, AND CLEARLY LEGIBLE. 5. DOMESTICALLY MADE & MANUFACTURED IN THE USA, FOUR ANCHOR BOLTS 1/2" MINIMUM NOTES: 1. TAP SIZE AND ISOLATION VALVE TO BE SAME SIZE AS AIR VALVE. 2. ALL PIPING AND FITTINGS, IN THE MANHOLE, SHALL BE 'NO LEAD' BRASS OR BRONZE UNLESS NOTED. 3. MANHOLE STEPS SHALL BE PLACED 16" O.C. AS SHOWN BY DETAIL 07000.02. 4, CONCENTRIC CONES MAY BE USED FOR AIR VALVE MANHOLES LESS THAN 5' IN DEPTH. = NON - PROGRAMMABLE MARKER BALL � ; = PROGRAMMABLE MARKER BALL UTILITY MA,,\RKER BALL COLOF BLUE - POTABLE WATER CASING PIPE HORIZONTAL- OR VERTICAL DEFLECTION'' POINT —� DESIGNED — CARO - -- DRAWN -- _� 6v_SS /0 1��9 ti - CHECKED - -- -- - SEAL9� 3 NCDOT SUBMITTAL 5/14 RCB PROJ. ENGR. ?0 028398 --j 2 DLQ SUBMITTAL 5/14 RCB HTT 1 90% SUBMITTAL 2/14 RCB �SroP NO. ISSUED FOR DATE BY APPROVED 20140606 2:44P \ \hsral— server\ Projects\ 32265 —RAL\ 32265 - 000 \drawings \DETAILS \D- 03.dwg By ENG Last Saved By skane XREFs= ..\TBLOCK\32265— OOOTB, . .\MISC\Cary Details \06000.14,.. \MISC \Cary Details\06000. 15— 2, .\Standard Detail s \07500,. \Standard Details \MorkerBoll' Detail STANDARD COMBINATION AIR VALVE (FOR POTABLE WATER. SYSTEMS) IVA TEE FITTING 100' MAXIMI STRAIGHT RUN C 10' (TYP.) REDUCER RING TOP VIEW DETAIL No. 06000.15 SHEET 1 OF 2 10' (TYP.) BEND 1l12M NOTES: 1. MARKER BALLS SHALL BE LOCATED ABOVE THE PIPE, 2 -FT BELOW FINISHED GRADE. 2. MARKERS SHALL BE LOCATED A MAXIMUM OF 100 -FT APART. 3. ADDITIONAL BALLS MAY BE REQUIRED AS DIRECTED BY THE TOWN IN CONGESTED AREAS OR TO MARK AN ATYPICAL ALIGNMENT. 4. MARKER BALLS SHALL BE INSTALLED ON ALL WATER MAINS 12 INCHES AND GREATER AND ALL WATER MAINS REGARDLESS OF SIZE LOCATED ALONG 'COLLECTOR' ROADS, NCDOT MAINTAINED ROADS, AND CROSS COUNTRY ROUTES. UTILITY MARKER BALL LOCATIONS FOR WATER MAINS DETAIL No. CRI -001 SHEET 1 OF 1 90° NO LEAD BRASS FITTING — &"I EFFECTIVE: 07/01/13 STD. CURB & GUTTER ROADWAY BASE COURSE 2" TYPE K COPPER LINE NO LEAD CORPORATION STOP WITH BRASS SERVICE SADDLE STANDARD MANHOLE RING AND COVER LABELED APPROPRIATELY (SEE DETAIL 07000.03) , , FINISHED GRADE ECCENTRIC CONE SECTION /rV'AOIL�VE BINATION AIR SIZED FOR THE PROPOSED USE ae ® P 2" GATE NO LEAD 4' DIAMETER PRECAST VALVE BRASS MANHOLE SECTION 12" COLLAR NO LEAD BRASS TEE 4.. 16° —PIPE CAP 6 6 1 STONE 12" MINIMUM NOTES: 1. ALL PIPING AND FITTINGS, IN THE MANHOLE, SIHALL BE 'NO LEAD' BRASS. 2. ENO LEAD' CORPORATION STOP SHALL BE LOCATED IN THE TOP OF MAIN. 3. MANHOLE STEPS SHALL BE PLACED 16" O.C. )f /HEN DEPTH OF MANHOLE EXCEEDS 5 FEET. 4. SEE DETAIL - _07000.02 FOR MANHOLE STEP SPPECIFICATIONS. STANDARD COMBINATION AIR VALVE MANHOLE OFFSET FROM MAIN O. POTABLE WATER z ' DETAIL No. 06000.15 SHEET 2 OF 2 THE SCALE BAR DATE JUNE 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32265-000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 D -03 MINIMUM WEIGHTS RING 180 COVER 120 TOTAL 300 RING TOP VIEW DETAIL No. 06000.15 SHEET 1 OF 2 10' (TYP.) BEND 1l12M NOTES: 1. MARKER BALLS SHALL BE LOCATED ABOVE THE PIPE, 2 -FT BELOW FINISHED GRADE. 2. MARKERS SHALL BE LOCATED A MAXIMUM OF 100 -FT APART. 3. ADDITIONAL BALLS MAY BE REQUIRED AS DIRECTED BY THE TOWN IN CONGESTED AREAS OR TO MARK AN ATYPICAL ALIGNMENT. 4. MARKER BALLS SHALL BE INSTALLED ON ALL WATER MAINS 12 INCHES AND GREATER AND ALL WATER MAINS REGARDLESS OF SIZE LOCATED ALONG 'COLLECTOR' ROADS, NCDOT MAINTAINED ROADS, AND CROSS COUNTRY ROUTES. UTILITY MARKER BALL LOCATIONS FOR WATER MAINS DETAIL No. CRI -001 SHEET 1 OF 1 90° NO LEAD BRASS FITTING — &"I EFFECTIVE: 07/01/13 STD. CURB & GUTTER ROADWAY BASE COURSE 2" TYPE K COPPER LINE NO LEAD CORPORATION STOP WITH BRASS SERVICE SADDLE STANDARD MANHOLE RING AND COVER LABELED APPROPRIATELY (SEE DETAIL 07000.03) , , FINISHED GRADE ECCENTRIC CONE SECTION /rV'AOIL�VE BINATION AIR SIZED FOR THE PROPOSED USE ae ® P 2" GATE NO LEAD 4' DIAMETER PRECAST VALVE BRASS MANHOLE SECTION 12" COLLAR NO LEAD BRASS TEE 4.. 16° —PIPE CAP 6 6 1 STONE 12" MINIMUM NOTES: 1. ALL PIPING AND FITTINGS, IN THE MANHOLE, SIHALL BE 'NO LEAD' BRASS. 2. ENO LEAD' CORPORATION STOP SHALL BE LOCATED IN THE TOP OF MAIN. 3. MANHOLE STEPS SHALL BE PLACED 16" O.C. )f /HEN DEPTH OF MANHOLE EXCEEDS 5 FEET. 4. SEE DETAIL - _07000.02 FOR MANHOLE STEP SPPECIFICATIONS. STANDARD COMBINATION AIR VALVE MANHOLE OFFSET FROM MAIN O. POTABLE WATER z ' DETAIL No. 06000.15 SHEET 2 OF 2 THE SCALE BAR DATE JUNE 2014 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32265-000 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 D -03 20140606 2:45P \ \hsral— server\ Projects\ 32265 —RAL\ 32265 - 000 \drowings \DETAILS \D — 04.dwg By ENG Last Saved By skone XREFs= .. \TBLOCK\ 32265— OOOTB,L: \SDETAILS \0222100,L:\ SDETAILS \0222102,L: \SDETAILS \0222118,L \SDETAILS \0222110,L \SDETAILS \0257701, \ \hsral— ser• %er \Projects\ 32265 —RAL\ 32265 - 000 \drawings \DETAILS \Standard Detail s\02221 07R , L: \SDETAILS\02451 00 V) w w z NOTES: II II III I k Ai L �J Y I 8' -0" MAX ELEVATION SILT FENCE STEEL POST TOP STRAND STAY WIRES GALV WIRE FABRIC AND FILTER FABRIC. BURY TOE OF FILTER FABRIC A MIN OF 8" BOTTOM STRAND GRADE LINE v z z_ Lam. - o o I w N I In _j I N 8" MIN SECTION SILT FENCE lZ 00 � o z NI 1. EXTRA STRENGTH FILTER FABRIC (AS APPROVED BY THE ENGINEER) WITH 6' -0" POST SPACING DOES NOT REQUIRE MESH SUPPORT FENCE. 2. FILTER FABRIC SHALL BE WIRED DIRECTLY TO THE POST. MAINTENANCE REQUIREMENTS: 1. INSPECT WEEKLY AND AFTER EACH RAINFALL EVEN 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 FENC`. 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. N w w z J SILT FENCE 0227000 STEEL POST NOTES: ELEVATION 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. 4. WHERE TREE PROTECTION FENCE AND SILT FENCE ARE CO- LOCATED (TPF /SF), SILT FENCE MUST INCLUDE GALV WIRE FABRIC AND FILTER FABRIC. BURY TOE OF FILTER FABRIC A MIN OF 8 "- -REE PROTECTION 3ARRIER FENCE WHERE ;ALLED FOR ON )RAWINGS 1. l0kc GRADE LINE TREE CONSERVATION SIGNS. REFER TO IDETAIL 5/L -02. MAINTENANCE REQUIREMENTS: 1. INSFECT WEEKLY AND AFTER EACH RAIN'; "ALL EVENT THAT PRODUCES 1/2 INCH, OR MORE OF RAIN. REMOVE ANY :ACCUMULATED SEDIMENT AND /OR WOODY DEBRIS. 2. FILTE' FABRIC THAT HAS COLLAPSED, TORh,, OR HAS IN ANY WAY HAS BECOME COMPRIMISED SHALL BE REPA.;RED OR REPLACED IMMEDIATELY. 3. REM -EVE ANY SEDIMENT DEPOSITS AS TEMPORARY SILT FENCE W /TREE PROTECTION BARRIER FENCE 022700 OR �N>// U M mw LL z 0 I w w MTV) Z z � m 0 N 1 N 00 � o z NIA 8" MIN SECTION 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. DESIGNED H & S CARO�� DRAWN H & S - -- _� of DS S /04, CHECKED-- SEAL9� TOP OF MUST BE ABOVE T THE WAS MAINTI 1. INSPECT WEEKLY AND AFTER EACH RAINFALL EVENT 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). EXISTING TREE METAL "T POST OR WOODEN 2X4 II FILTER FABRIC, U AND HARDWARE CLOTH IN TRENCH STEEL FENCE POST SET MAX 2' APART MIN. 18" INTO SOLID GROUND STEEL FENCE POST WIRE FENCE - HARDWARE CLOTH— 1 " DIAMETER WASHED STONE BURY WIRE _,ENCE AND HARDWARE CLOTH STABILIZED OUTLET FOR SILT FENCE 0227024R NTS FENCING FABRIC ORANGE MIRASAFE 4.2 CD C::D CD EXISTING GRADE CD CD L TC MIRAFI MIRASAFE OR AN APPROVED EQUAL. STAPLE TO VERTICAL 2X4 OR TIE TO METAL "T" POSTS. NOTES: 1. PLACE CONTINUOUS RUN OF FENCE MATERIAL ON BOTH SIDES OF IMMEDIATE WORK ZONE IN WOODED AREAS AS SHOWN ON THE PLANS. DO NOT ATTACH FENCE MATERIAL TO TREES. 2. TREE PROTECTION FENCING FABRIC TO BE PLACED AT THE DRIP LINE OF THE TREES THAT ARE TO BE PROTECTED. 3. "MIRASAFE" HIGH STRENGTH POLYMER GEOGRID FABRIC BY MIRAFI CONSTRUCTION PRODUCTS, PENDERGRASS, GEORGIA. MAINTENANCE REQUIREMENTS: 1. INSPECT WEEKLY AND AFTER EACH RAINFALL PRODUCING INCH OR MORE OF RAIN. 2. REPAIR OR RELACE DAMAGED FENCING IMMEDIATELY. 3. REPLACE ANY DAMAGED SIGNAGE IMMEDIATELY AS NEEDED. 4. ONE SIGN PER 300' OF TREE PROTECTION FENCING SHALL READ: it PROTECTION AREA /DO NOT ENTER AREA /PARA PROTECCION DE LOS ARBOLES /PROHIBIDO ENTRAR" TREE PROTECTION BARRIER FENCE 0227033R �� •� cam• PROFILE VIEW NCDOT CLASS B STONE (5 TO 15 INCH DIA) -\ FLOW - 2� FOR LARGER CHANNELS USE NCDOT CLASS 1 RIP -RAP FACED WITH # 57 WASHED STONE. STONE CHECK DAM 0227003 CARY - RALEIGH WATER SUPPLY INTERCONNECTIONS PHASE I o x I N THE SCALE BAR SHOWN BELOW MEASURES ONE INCH LONG ON THE ORIGINAL 3' FILTER FABRIC ON GROUND BURY 8" OF UPPER EDGE OF FILTER FABRIC IN TRENCH DATE JUNE 2014 H & S JOB NUMBER 32265 -000 CONTRACT DRAWING NUMBER NUMBER DRAWING 1 I D -05 028398 --� 3 NCDOT SUBMITTAL 5/14 RCB PROJ. ENGR. HTT ______ �',y� 2 DLQ SUBMITTAL 5/14 RCB 1 90% SUBMITTAL 2/14 RCB IS TO? N0. ISSUED FOR DATE BY ` ;PPROVED 20140606 2:45P \ \hsral— server\ Projects\ 32265 —RAL\ 32265 - 000 \drowings \DETAILS \D- 05.dwg By. ENG Los: Saved By: pselisker XREFs= .. \TBLOCK \32265— OOOTB,. \Standard Detoils \0227000,L: \SDETAILS \0227003,. \Standard Details \0227024R,. \Standard Details \0227033R TOP OF MUST BE ABOVE T THE WAS MAINTI 1. INSPECT WEEKLY AND AFTER EACH RAINFALL EVENT 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). EXISTING TREE METAL "T POST OR WOODEN 2X4 II FILTER FABRIC, U AND HARDWARE CLOTH IN TRENCH STEEL FENCE POST SET MAX 2' APART MIN. 18" INTO SOLID GROUND STEEL FENCE POST WIRE FENCE - HARDWARE CLOTH— 1 " DIAMETER WASHED STONE BURY WIRE _,ENCE AND HARDWARE CLOTH STABILIZED OUTLET FOR SILT FENCE 0227024R NTS FENCING FABRIC ORANGE MIRASAFE 4.2 CD C::D CD EXISTING GRADE CD CD L TC MIRAFI MIRASAFE OR AN APPROVED EQUAL. STAPLE TO VERTICAL 2X4 OR TIE TO METAL "T" POSTS. NOTES: 1. PLACE CONTINUOUS RUN OF FENCE MATERIAL ON BOTH SIDES OF IMMEDIATE WORK ZONE IN WOODED AREAS AS SHOWN ON THE PLANS. DO NOT ATTACH FENCE MATERIAL TO TREES. 2. TREE PROTECTION FENCING FABRIC TO BE PLACED AT THE DRIP LINE OF THE TREES THAT ARE TO BE PROTECTED. 3. "MIRASAFE" HIGH STRENGTH POLYMER GEOGRID FABRIC BY MIRAFI CONSTRUCTION PRODUCTS, PENDERGRASS, GEORGIA. MAINTENANCE REQUIREMENTS: 1. INSPECT WEEKLY AND AFTER EACH RAINFALL PRODUCING INCH OR MORE OF RAIN. 2. REPAIR OR RELACE DAMAGED FENCING IMMEDIATELY. 3. REPLACE ANY DAMAGED SIGNAGE IMMEDIATELY AS NEEDED. 4. ONE SIGN PER 300' OF TREE PROTECTION FENCING SHALL READ: it PROTECTION AREA /DO NOT ENTER AREA /PARA PROTECCION DE LOS ARBOLES /PROHIBIDO ENTRAR" TREE PROTECTION BARRIER FENCE 0227033R �� •� cam• PROFILE VIEW NCDOT CLASS B STONE (5 TO 15 INCH DIA) -\ FLOW - 2� FOR LARGER CHANNELS USE NCDOT CLASS 1 RIP -RAP FACED WITH # 57 WASHED STONE. STONE CHECK DAM 0227003 CARY - RALEIGH WATER SUPPLY INTERCONNECTIONS PHASE I o x I N THE SCALE BAR SHOWN BELOW MEASURES ONE INCH LONG ON THE ORIGINAL 3' FILTER FABRIC ON GROUND BURY 8" OF UPPER EDGE OF FILTER FABRIC IN TRENCH DATE JUNE 2014 H & S JOB NUMBER 32265 -000 CONTRACT DRAWING NUMBER NUMBER DRAWING 1 I D -05 20140606 2:45P \ \hsral— server\ Projects\ 32265 —RAL\ 32265 - 000 \drowings \DETAILS \D- 06.dwg By.ENG Lose Saved By: skone XREFs= .. \TBLOCK \32265 -000TB